FLS00-05-30
AP.J>T 'CATION FOR SITE PL~\PPROV AL
"__AN & DEVELOPMENT S.CE_vfINISTRATION \\..... R\)
~NICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE A VENUE, 2nd FLOOR ~ 1')U~'f-
PHONE (727)-562-4567 FAX (727) 562 ~ iJ
This form must be submitted for all applications for residential uses, accesso nonresidential uses, fences, n
Signs, vested rights, development agreements, seawalls, docks, marinas and other ma s ctu~ d occupati s/I
AGENT NAME
lC.
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APPLICANT, PROPERTY OWNER, AND AGENT INFORMATION:
APPLICANT NAME
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MAILING ADDRESS
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FAXNUMBER: (104'):> 44 - ~'1 ~s
PHONE NUMBER
PROPERTY OWNERS
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(List all owners)
MAILING ADDRESS
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PHONE NUMBER
( 4 011 Z6f:. - I Z:Z'L- FAX NUMBER :
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PROPOSED DEVELOPMENT INFORMATION:
STREET ADDRESS:
2\
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LEGAL DESCRIPTION:
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PARCEL NUMBER:
PROPOSED USE AND SIZE:
'5~oc ~""T'7 C~t."'>7'~..,.e.....,. J "'3>(!;::>c::')O 'I="'T'Z' l Con VC/nI<..VlCe. 4<:)
(number of dwelling units, hotel rooms or square f<Y.Jtage of nonresidential use)
SIZE OF SITE:
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DESCRIPTION OF REQUEST:
DOES THIS APPLICATION INVOLVE THE TRANSFER OF DEVELOPMENT RIGHTS? YES ~ NO _
" \). <;.).or C. .....
I. the undersigned, acknowledge that all
representations made in this application
are true and accurate to the best of my
knowledge.
by
known has produced
identification. ( FI, n'
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Notary public,
my commission expires:
STATE OF FLORIDA, COUNTY OF PINELLAS
Swo and subscribed before me this rflc/2fLd --clay of
,A.D.,~.::vvO to me and/or
I , who is personally
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FOR PLANNING OFFICE USE ONLY: f'
LAND USE DISTRICT OF PARCEL: ZONING: U FUTURE DESIGNATIf"N:
ZONiNG CLASSIFICATION OF ADJACENT PARCELS. NORTH' V SOUTH C +--:r EAST l/
FUTURE LA.f'D USE CLASS'F:CATiON OF ADJACENT PARCELS NORTH ~SOC'-' (iJ- E;'S- C C 'NE:ST Cc;.,
.
CITY OF C~~A"ER
AFFlDA VIT TO AUTHORIZE AGENT
. PLANNING & DEVELOPMENT SERVICES ADMl'NISTRA nON
MUNICIPAL SERVICES BUILDING, 100 SOU'IH MYR'lLE AVENUE, 2. FLOOR
PHONE (721)-562-4567 PAX (721) 5624576
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STATE Of Ff..ORlDA
COUNTY OF PINELLAS
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(Nfme off III property O1M'IIlrs)
1. That (I amlwe are) the owner(s) and record title holder(s) of the following described property:
AOOr-:I!SS OR GENERAL LOCATION: '2.1 ~ (!:::) t;bc..,..~ -7Q e.,....~ ~'"' rJ.
2. That this property constitutes the property for which a request for a:
6",.:: .p~.... ~fi>!OW~"', J::,~\ S\1'~ \' \,....., tH'- CC'r-c'~'~oO
~?'~~~ 10 ~~\.Ic..\- V-e."-l-h..lll'_..""'T ,o1.,J 10
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(N8ture of feq\Je$t)
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3. That the undersigned (has/have) appointed and (does/do) appoint 1l-pl1>.'- /J,... "0, D",~"
?'f. Srt'\\I..V,u..~.... \4.'--~..c:,.. -:t~.
- (hisllt1eir) Igent(s) to el<eeute any petitions or g\her dooument$ necessary to affect such petltlon:
4. That this affidavit has been executed to induce the City of Clearwater, Florida to consider and act
on the above described property;
5. That (Ilwe), the undersigned authority, hereby certify that the foregoing is true and correct.
~W ~2>>v;~ STATE OF FLORIDA, COUNTY OF PINELLAS
$1 0 (Properly Owner) SWam to and subscribed before me this 22nd day of
May . A.O.. ta 2000to m~ s.lod/or
by Matthew: B02:d.Qvi t <; , wh/J is ~~(,(mally
SIGNED (property Owner) known has produced
as identification.
SIGNEO (Property Owner)
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SIGNED (Property Owner)
Notllrypubllc, Gennie Marshall
My commission expires: 03 / 1 9 /05
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PIN~S COUNTY FLA
OFF.REC.8K 10885 PG 489
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UQAZ; DBSCURn'ON
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PARCEL A:
Thac porcion of the Northwest 1/4 of Section 17, Township 29 South, Range 16
Bast, Pinel1as County, Plorida, being further described as followsr
Commence at the center o~ satd Section 17; chence along the last line of the
Northwesc 1/4 of laid Section 17, Norch 00019'21" Wesc, 330.00 feet; thence along
a line 330.00 feec North of and parallel co the South line of the ~orthwest 1/4
of said Section 17, South 89.'6'01" West, 346.30 feec co the PO~ or BEGINNING;
chence Souch 133.16 feet; thence Wesc 30.00 feet; thence Souch 27.00 feet; thence
Welt 20.00 feet; thence South 77.00 teet; thence South 45029"21 Bast, 33.24
feet; thence South 9.05 feet to the North right of way line of Gulf-to-Day
boulevard (Scace Road 60) as recorded in Official Records Book 6750, page 808,
PUblic Recorda of pin.llas County, Plorida; thence along said right of way line,
Souch 89046'01" West, 285.89 f.et; thence North 00019'21' Wesc, '270.00 feet to
the point of intersection wich a line 330 teet North of and parallel with the
Souch lne of the Northwest 1/4 of said Sec~ion 17; thence along said line, North
89046'011 Basc, 313.70 feet to the POINT OF BB~INNING.
----~-~-------._----~..-"'-.._--
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PIN~LLRS COUNTY FLR
OFF.REC.8K 10S85 PG 470
Exhibit B
1. Taxes or assessments for the year 1999 and subsequent years.
2. Easement recorded in Deed Book 1465, Page 105 ofthe Public Records of Pin ell as County,
Florida.
3. Easement recorded in OR Book 5938, Page 791 and re-recorded in OR Book 5950, Page 51
of the Public Records of Pin ell as County, Florida.
4. Unrecorded Sign Lease Agreement dated November 2, 1982 in favor of National Advertising
Company as referenced in deed recorded in OR Book 10027, Page 409 of the Public Records
of Pin ell as County, Florida.
KARLEEN F. DE BLAKER! CLERK OF COURT
PIHELLAS COUNTY, FLOKIDA
7C135234 10-07-1999 16:03:50 Y"W
51 >>ED-KENNEDY FROST INVEST~TS
0000000000
RECORDING 004 PAGES 1
DOC STA"P - DR219 3
$19.50
$6,349.00
-----
$6,368.50
$6,368.50
$.00
TOTAL:
~ ~A"T.TEHDERED:
n \ CHANGE:
"\ DEPUTY CLERK
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SONNY'S BAR B Q is a family style site down restaurant. Sonny's residential style one-story
buildings provide a very non-obtrusive architecture to the surrounding environment.
Sonny's Entrance sign not to exceed 12 Sq. ft.
Flower Window Boxes to be added
Per Lisa Fierce & Mark Perry
meeting with Edward Titen
Flower Window Boxes to be added
Per Lisa Fierce & Mark Perry
meeting with Edward Titen
Sonny's neon fascia lighting
Sonny's burnished red brick, same as
shown on monument signs.
Side Elevation:
Pick TTn Window Hwnimr to nrotect clIstomers from min.
Pick up menu located at rear of building.
Sonny's Corporate Logo
Stillwater
Technologies,
Inc.
One South
Orange Avenue
Suite 500
Orlando,
Florida
32801
tele:
407-206-7222
fax:
407-206-7223
web:
stillwatertech.com
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May 23, 2000
City of Clearwater
Planning and Development Services
100 S. Myrtle Avenue
Clearwater, Fl. 33578-4748
Attn: Ms. Lisa L. Fierce, Development Review :Manager
Subject:
Bayrock Energy Convenience Center (FKA Exxon Conv. Ctr.)
Clearb1g and Grubbing Pennit Issuance;
Reference BCP 1999-01567
SR 60 and Sky Harbor Drive
Clearwater; Fl.
Stillwater Project No.: 038-06
Dear Ms. Fierce:
The following is written to formally request the release of the above reference permit
based on the status of the existing building permit and Bayrock Energy's (developer)
intention to ultimately remove the existing billboard. As we discussed during our
meeting on :May 23m, the City dismissed the code enforcement case held on April 26th,
for future recital at a date to be determined. The details surrounding the dismissal are
unclear, however, it is assumed that the case will be recited in the near future. A copy of
the agenda reflecting this information is attached for your use in reviewing this matter.
Since the developer's intent is to ultimately remove the billboard, it is requested to
proceed with clearing and grubbing activities only at this time. This activity would in
effect start the clock on the billboard removal and represents a safeguard method to
ensure the billboard is removed in a timely fashion.
As you are aware, the site is heavily wooded and will take substantial time to properly
clear the site and prepare for infrastructure development The overall time to be saved
during the construction period is enormous, considering the remaining amount of site
work to be completed.
At the time the revised building ed the develo r is committed
to completely remove the b' ard This would in essence be a condition to release the
revised permit. It should be known that all other comments related to the original
building permit application have been addressed and the only outstanding issue is the
billboard. Considering we obtain posting to the June 8th DRC agenda, it is anticipated
that the revised building permit could be issued as early as the beginning of July, or the
end of July at the latest
t1b 00 '00. '1P
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Ms. Lisa L Fierce
Devdopment Review Manger
May 25, 2000
Page Two
Please note that only site infrastructure is being revised and the permitted building plans (convenience store)
have not been revised. The architectural plans for the Sonny's BBQ will be submitted shortly after DRC,
provided the comments from the City do not preclude this submittal. In short, this particular submittal will
be based on the caliber of comments received at the DRC meeting.
Based on your review and approval of this information, the general contractor will submit the completed
application and applicable fee's. Construction would commence immediately thereafter. It is hoped this
information is satisfactory to recognize the developer's position on this matter and the underlying
commitment being made to remove the billboard. If you should have any questions or require any additional
information, please feel free to contact me at (407) 206-7222 ext 103.
Very truly yours,
STILLWATER TECHNOLOGIES, INC.
Adam A. Dionna
Vice President - Land Development
AAD/jbr
cc: Mr. Matthew Bogdovitz - Bayrack Energy, Inc.
Mr. Rick Blecha, PE, Stillwater
.. CITY OF ~EJAW ATER
. ~ANNING & DE1I!LtWrvlENT SERVICES
100 S. Myrtle Avenue, Clearwater, FL 33756
Phone (727) 562-4567 Fax (727) 562-4576
COMPREHENSIVE SIGN PROGRAM REQUIREMENTS
NAME:
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The intent of the Comprehensive Sign Program is to provide private property owners and businesses with
flexibility to develop innovative, creative and effective signage and to improve the aesthetics of the City of
Clearwater. Signage which is proposed as part of a Comprehensive Sign Program may deviate from the
minimum sign standards in terms of numbers of signs per business or parcel of land, maximum area of sign
face per parcel of land and the total area of sign faces per business or parcel, subject to compliance with the
following Flexibility Criteria. The use of site plans, sections/elevations, renderings and perspectives may
necessary as supplementary information in addition to the information provided on this worksheet:
1. Architectural Theme.
a. The signs proposed in a Comprehensive Sign Program shall be designed as a part of the architectural theme
of the principal buildings proposed or developed on the parcel proposed for the development and shall be
constructed of materials and colors which reflect an integrated architectural vocabulary for the parcel
proposed for development.
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OR
b. The design, character, location and/or materials of the signs proposed in the Comprehensive Sign Program
shall be demonstrably more attractive than signs otherwise permitted on the parcel proposed for
development under the minimum sign standards.
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- 2. Height. The maximum height of all signs proposed in a Comprehensive Sign Program is twelve (12) feet
provided, however, that a single attached sign with a sign face of no more than twelve (12) square feet may be
erected up to the height of the principal building.
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3. Lighting. Any lighting proposed as a part of a Comprehensive Sign Program is automatically controlled so
that the lighting is turned off when the business is closed.
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4. Total Area of Sign Faces. The total area of sign faces which are proposed as a part of a Comprehensive Sign
Program shall not exceed two (2) times the total area of sign faces permitted under the minimum sign standards
on the parcel proposed for development.
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5. Community Character. The signage proposed in the Comprehensive Sign Program shall not have an adverse
impact on the community character of the City of Clearwater.
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6. Property Values. The signage proposed in the Comprehensive Sign Program will not have an adverse impact on
the value of the property in the immediate vicinity of the parcel proposed for development.
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7. Elimination of Unattractive Signage. The signage proposed in a Comprehensive Sign Program will result in the
elimination of existing unattractive signage or will result in an improvement to the appearance of the parcel
proposed for development in comparison to signs otherwise permitted under the minimum sign standards.
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8. Special Area or Scenic Corridor Plan. The signage proposed in the Comprehensive Sign Program is consistent
with any special area or scenic corridor plan which the City of Clearwater has prepared and adopted for the
are in which the parcel proposed for development is located.
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Please return check list for review and verification.
Date:
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(signature of applicant)
Stillwater
Technologies,
Inc.
One South
Orange Avenue
Suite 500
Orlando,
Florida
32801
tele:
407-206-7222
fax:
407-206-7223
web:
stillwatertech.com
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ulJ MAY 2 5 2000
PLANNi;-.iG.3.". ..
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SUPPLEMENT AL
INFORMATION
TO
COMPREHENSIVE SIGN
PROGRAM
FLEXIBILITY CRITERIA
AND REQUIREMENTS
Prepared For:
BAYROCK ENERGY, INC.
1031 S. Caldwell St., Ste. 101
Charlotte, N C 28203
P. O. Box 37389
Charlotte, NC 28237-7389
PROJECf DESCRIPTION:
MOBIL OIL/SONNY'S BBQ
CONVENIENCE CENTER (F.KA.
EXXON CONVENIENCE CENTER)
PROPOSED CONVENIENCE
STORE WITH PUMP ISLANDS
AND
SIT DOWN RESTAURANT
PREPARED BY:
Stillwater Technologies, Inc./LJR Properties
One South Orange Avenue, Ste 500
Orlando, FL
May 25, 2000
Comprehensive Sign pro.
Narrative Response
City of Oearwater
May 25, 2000
Page 2
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NARRATIVE RESPONSE TO COMPREHENSIVE SIGN PROGRAM REQUIREMENTS
The following information is intended to supplement the attached sign variation application entitled
"Comprehensive Sign Program Requirements", items 1 through 8. The response to each item is listed in the
order of the application, and are as follows:
Item la.
See item Ib below.
Item 1 b.
The site plan identifies two monument signs of 64 sq. ft. each that have been designed as a part of the architectural
theme of the principal buildings. One 64Sq.Ft monument sign will be for the Sonny's parcel and One 64 Sq. Ft
monument sign will be for the Mobil convenience center parcel. The minimum requirement for the Mobil sign is 43.8
square feet, which is reflected on the attached sign sketch. A reserve area of 20 square feet is requested to promote the
convenience store. Both monument signs will be constructed with a concrete and masonry foundation. The masonry
base of each monument sign will be surfaced with a the same burnished red brick that is used on the exterior of the
Sonny's Bar B Q Building and that appears on the entry face of the convenience store. Once the sign base had been
installed a Dark Bronze or Black anodized aluminum frame will be connected to the base A sketch of the Sonny's BBQ
sign reflecting these features is attached for your review. The company logos and reader boards will be back lighted and
enclosed with embossed high strength plastic cases. Both signs have been design to fit into and underneath the SR 60
Palm Tree fronds and have been architecturally woven into the landscape berming that has been especially designed to
enhance the SR 60 corridor. Both signs have be located in the extremely dense landscaping berms that ron the length of
the property along SR 60. The actual monument signage height is 12'-0" from the finished grade of the landscape
bermed area. The landscape berms highest point is 18" to 24" inches above the existing grade.
I.tem.2..
Each building will have one identification sign erected up to the height of the principal structure and not exceeding 12
sq. ft. See attached photos and elevations.
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All monument and building facade signs lighting will be in compliance with the code.
~
Based upon our street frontage of 360 feet our allowable sign age would be 180 sq. ft. and our two monument signs total
128 sq.ft.
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The signage designed for this project is of the highest quality and character. We believe that our architecturally designed,
ground oriented signs, which have been incorporated into the landscaped design, will have NO impact on the
community character. We believe that this project and its signage exceeds the City's flexibility design and intent.
.
. AGENDA. .
CITY OF CLEARWATER
MUNICIPAL CODE ENFORCEMENT BOARD
April 26, 2000 - 3:00 p.m.
1. PUBLIC HEARINGS
A. Case 20-99
Discount Auto Parts, Inc.
1600 N. Myr.:!e Avenue
(landscape - repeat) - Kurleman
B. (Cont. from 2,~23/00) Case 10-00 - DISMISSED. to be recited.
Owner: Wolverine Prop Inv ltd Ptnshp
lessee:. Outdoor Systems Inc
2266 Gulf to 3ay Blvd.
(sign) - Bohr
C. (Cont. from 2/23/00) Case 11-00 - DISMISSED. to be recited.
Owner: Ace Liquors, Inc
Lessee: Outdoor Systems Inc
1751 Gulf to Bay Blvd.
(sign) - Bohr
D. (Cont. from 2/23/00) Case 12-00 - DISMISSED, to be recited.
Owner: Ellis Co Ltd
Lessee: Outdoor Systems Inc
501-525 S. Belcher Rd.
(sign) - Bohr
E. (Cont. from 2/23/00) Case 13-00 - DISMISSED, to be recited.
Owner: limited Properties, Inc
Lessee: Outdoor Systems Inc
2800 Gulf to Bay Blvd.
(sign) - Bohr
~F. (Cont. from 2/23/00) Case 14-00 - DISMISSED, to be recited.
Owner: Kennedy Frost Inv Inc
Lessee: Outdoor Systems Inc
2760 Gulf to Bay Blvd.
(sign) - Bohr
G. (Cont. from 2r~3/00) Case 15-00 - DISMISSED, to be recited.
Owner: Herbert E. Wollowick
Lessee: Outdc-or Systems Inc
2779 Gulf to. tJay Blvd.
(sign) - Bohr
H. (Cont. from 2U3/00) Case 16-00 - DISMISSED, to be recited.
Owner: Car Spa Clearwater
Lessee: Outdoor Systems Inc
2516 Gulf to 8ay Blvd.
(sign) - Bohr
4/26/00
,
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MODEL "s"
INTERNALLY ILLUM.
PRICE SIGN
1'-0"
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7'-6"
~O@D~ 3'-2.
.... TIa~~1 4'-3"1 12'-0"
........ TIa~<W1 6' -2"
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MOBIL OIL
I~D~ SIGN DETAIL
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ALL YOU CAN EAT
CHICKEN, BEEF,
PORK, TURKEY
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.~y 25;2000
Page},
PLANN1NG a,DE:VELOPMENT
. " .:'S~RVICtS .... '
. .' CITY Of CLEA'1WATElt.
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. . TheSigru1ge~U not have my .adverse. hnp'ac;tonptopetty~aluc:s; as they ate. design .as an .tl?-tegtal part .of the entire . .
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, . The ~o' pro~d~nu~ent signs ha~e,beendesigned ~spal:t of $e architCcturaltheme andaie in hann6nY.with 9Ur ..'
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The twomo~mnentmgn~ ~reatchi.tectutaUy desigritd, irolJ~dorientedsi~s :whi~hha~b~ ineoxPo~tedinto the
landse~ped design, and meet the: de. ~tel1t of the' signage ptogtam; .. ...........:.,' .' " . .... . ..'
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TECHNOLOGIES
One South Orange Avenue
Suite 500
Orlando, FL 32801
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FROM:
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COMPANY:
DATE:
FAX NUMBER:
TO'tAL NO. OF PAGES INCLUDING COVER:
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PHONE NllMllER:
SENDER'S REFERENCE NUMBU:
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YOUR. REFERENCE NTMllER:
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o URGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY
o PLEASE RECYCLE
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MAY 2 6 2000
NOTES/COMMENlS:
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PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
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STILLWATER TECHNOLOGIES, INC. ONE SOUTH OIlANGE AVENUE SUITE 500
ORLANDO, nOR-lOA 32801 TELE 407) Z06.~222 FAX 407) 206.~223
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An E"Udl OppcrrunllV Eml'hc
James L Allen i
Chairman. Bushnell I
James E. Martin:
ce Chairman. St. Petersburg'
Sally Thompson!
Secretary. Tampa'
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L DavIs. Jr.
Wauchula
Pamela Jo DavIs
Largo
Rebecca M. Eger
Sarasota
John P. Harllee,lV
Bradenton
Curtis L Law
Land O'Lakes
Brencla Menendez I
Tampa I
E. O. "Sonny" vergara/
Executive Director
Gene A. Heath!
Assistant Executive Director!
I
Edward 8. HelveIlsfon,'
General Counsel
Excellence
Tllroll;J.1i
QlItltltr
Servic.!
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Southwest Florida
Water Management District
2379 Brood Street. Brooksville. Florida 34609-6899 . 1-800-423-1476 (Florida Only)
or (352) 796-7211 · SUNCOM 626-4150. T.D.D. Number Only (Florida Only): 1-8ClO-231-6103
Internet address: http://www.swfwmd.state.fl.us
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qB-oIS.~
7601 Highway 30 1 North
Temoo. Aorida 33637-6759
1-8ro836{)797 or (813) 985-7481
SUNCOM 578-2070
170 Century Boulevard
Bartow. Rorida 33830-7700
1-800-492.7862 or (941) 534-1448
SUNCOM 572-6200
115 Corporation Way
Venice. Aorida 34292-3524
1-800-320-3503 or (941) 4M-1212
SUNCOM 526-6900
3600 W9$f Sovereign Polh. Suite 226
Leconto. Aorida 34461-8070
(352) 527-8131
SUNCOM 667-3271
May 6, 1999
David A. Kennedy
Kennedy Frost Investments, Inc.
101 E. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
" ..," 1 'Y101
Pif'i,l(.tt "" , "'\I'
Subject: Notice of Final Agency Action for Approval
Permit No: 4418575.00
Project Name: Exxon Convenience Center - Clearwater
County: Pinellas
SecffwplRge: 17/29S/16E
Dear Mr. Kennedy:
This letter constitutes notice of Final Agency Action for approval of the permit application
referenced above. Approval is contingent upon no objection to the permit being received by the
District within the time frames described below. .
Final approval is contingent upon no objection to the District's action being received by the District
within the time frames described below.
You or any person whose substantial interests are affected by the District's action regarding your
application may request an administrative hearing in accordance with Sections 120.569 and 120.57,
F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure. A reQuest for hearing must
(1) explain how each petitioner's substantial interests will be affected bv the District's action. or
prooosed action: (2) state all material facts disputed by the petitioner or state that there are no
disputed facts: and (3) otherwise comply with Chapter 28-106. F.A.C.. A request for hearing must
be filed with and received by the Agency Clerk of the District at the District's Brooksville address
within 21 days of receipt of this notice. Receipt is deemed to be the fifth clay after the date on
which this notice is deposited in the United States mail. Failure to file a request for hearing within
this time period shall constitute a waiver of any right such person may have to request a hearing
under Sections 120.569 and 120.57, F.S.
Enclosed is a "Noticing Packet" that explains the procedures for providing notice to personS having
substantial interests that may be affected by the District's action in this matter. The packet contains
infOlmation and guidelines on the noticing procedures and a form that you may use.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
m.E
Fc..S ob"'6~-1;r
l_r
Kennedy Frost Investments, Inc.
Page 2
May 6, 1999
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The enclosed approved construction plans are part of the permit, and construction must be in accordance
with these plans.
If you have questions concerning the permit, please contact Scott S. Hickerson, P .E., at the Tampa Service
Office, extension 2033. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S.,
extension 2056.
Sincerely,
~
Alba E. Mas; P.E.
Director
Tampa Regulation Department
AEM:mv
Enclosures:
Approved Permit w/Conditions
Construction Plans
Statement of Completion
Notice of Authorization
Noticing Packet ,
File of Record 4418575.00
Rick A. Perry, P.W.S.
Gregory R. Crawford, P.E., P.S.M., Engineering & Design Group, Inc.
Adam Dionna, Southern Petroleum Systems
Matt Bogdovitch, Bayrock Energy, Inc.
cc:
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SOUlliWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL
PERMIT NO. 4418575.00
"
I EXPIRATION DATE: May 6,2004
, PERMIT ISSUE DATE: May 6, 1999
This permit, issued under the provisions of Chapter 373, Florida Statutes, and Florida Administrative Code
Rule 40D-40, authorizes the Permittee to perform. the work outlined herein and shown by the application,
approved drawing(s), plans, and other documents, attached hereto and kept on file at the Southwest Florida
Water Management District (District). All construction, operation and maintenance of the surface water
management system authorized by this permit. shall occur in compliance with Florida Statutes and
Administrative Code and the conditions of this permit.
PROJECT NAME:
Exxon Convenience Center - Clearwater
GRANTED TO:
Kennedy Frost Investments, Inc.
tOlE. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
ABSTRACT: The proposed gas station project consists of buildings, paving, wetland mitigation and a
stormwater management system. Water quality treatment is to be provided in one wet detention pond and
two retention ponds. .
OPe & MAINT. ENTITY: Bayrock Energy, Inc.
PROPERTY LOCATION: Pinellas County
SECffWPIRGE: 17/29S/16E
TOTAL ACRES OWNED
OR UNDER CONTROL: 2.22
PROJECT SIZE: 2.22 Acres
LAND USE: Commercial
DATE APPLICATION FILED: September 28, 1998
AMENDED DATE: April 19, 1999
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
2
I. Water Quantity/Quality
N
SE
SW
TOTAL
Wet Detention
On-Line Retention
On-Line Retention
Mixing Zone required:
Variance required:
YES ( )
YES ( )
NO (X)
NO (X)
II. 100- Y ear Floodplain
Encroachment (ac-ft):
Compensation (ac-ft):
0.00
0.00
ill. Environmental Considerations
Comments:
Wetland W-2 is a highly disturbed ditch/remnant of a forested wetland that extends off site.
Mitigation for the proposed (0.13 acre) impact will occur in M-l. No mitigation is required
for the impact (0.07 acre) to another ditch/surface water on site. A 0.14 acre upland area,
adjacent to M-l, will be enhanced by planting of native species.
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Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
3
Comments:
In addition to M-I, the upland buffer adjacent to this mitigation area will be enhanced by
planting of native plant species.
Conservation easement not required.
SPECIFIC CONDITIONS
I. If the ownership of the project area covered by the subject permit is divided, with someone
other than the Permittee becoming the owner of part of the project area, this permit shall
terminate, pursuanttoRule 40D-1.6105, F.A.C. In such situations, each landowner shall
obtain a permit (which may be a modification of this permit) for the land owned bytbat
person. This condition shall not apply to the division and sale of lots or units in residential
subdivisions or condominiums.
2. The discharges from this system shall meet state water quality standards as set forth in Chapter
62-302 and Rule 62-4.242, F.A.C., for class waters equivalent to the receiving waters.
3. Unless specified otherwise herein, two copies of all information and reports required by this
permit shall be submitted to:
Permit Data Section - Records & Data Department
Southwest Florida Water Management District
2379 Broad Street
Brooksville, Florida 34609-6899
The permit number, title of report or information and event (for recurring report or
information submittal) shall be identified on all information and reports submitted.
4. The Permittee shall retain the design engineer, or other professional engineer registered in
Florida. to conduct on-site observations of construction and assist with the as-built certification
requirements of this project. The Permittee shall inform the District in writing of the name,
address and phone number of the professional engineer so employed. This information shall
be submitted prior to construction.
5. The construction of all wetland impacts and wetland mitigation shall be supervised by a
qualified environmental scientist/specialist/consultant. The Permittee shall identify, in writing,
the environmental professional retained for construction oversight prior to initial clearing and
grading activities.
6. The following boundarieS, as shown on the approved construction drawings,shall be clearly
delineated on the site prior to initial clearing or grading activities:
(X) wetland buffers
(X) limits of approved. wetland impacts
Permit No.
Project Name:
... Page
4418575.00
Exxon Convenience Center - Clearwater
4
The delineation shall endure throughout the construction period and be readily discernible to
construction and District personnel.
7. If limestone bedrock is encountered during construction of the surface water management
system, the District must be notified and construction in the affected area shall cease.
8. The Permittee shall, within 30 days of initial wetland impact and prior to beneficial use of the
site, complete all aspects of the mitigation plan, including the grading, mulching, and planting,
in accordance with the design details in the final approved construction drawings and
information submitted in support of the application .
9. Within 30 days after completion of construction of the permitted activity, the Permittee shall
submit to the Tampa Service Office a written statement of completion and certification by a
registered professional engineer or other appropriate individual as authorized by law, utilizing
the required Statement of Completion and Request for Transfer to Operation Entity form
identified in Chapter 40D-1, F.A.C., and signed, dated, and sealed as-built drawings. The as-
built drawings shall identify any deviations from the approved construction drawings.
10. Written notification of completed wetland mitigation construction shall be submitted to the
District within 30 days of achieving final grade and/or mulch or plant installation, as
applicable, in each mitigation site. Following District inspection and written approval, the
monitoring period shall begin as detailed in the Wetland Mitigation Success Criteria (Condition
16 of the Monitoring and Maintenance Plan).
11. Wetland buffers shall remain in an undisturbed condition except for approved drainage facility
construction/maintenance.
12. The following language shall be included as part of the deed restrictions for each lot:
"No owner of property within the subdivision may construct or maintain any building,
residence, or structure, or undertake or perform any activity in the wetlands, wetland
mitigation areas, buffer areas, upland conservation areas and drainage easements described in
the approved permit and recorded plat of the subdivision, unless prior approval is received
from the Southwest Florida Water Management District Tampa Regulation Department."
13. The Permittee shall monitor and maintain the wetland mitigation area(s) until the Wetland
Mitigation Success Criteria set forth in Condition 16 are met.
14. The Permittee shall undertake required maintenance activities within the wetland mitigation
area(s) as needed at any time between mitigation site construction and termination of
monitoring, with the exception of the final year. Maintenance shall include the manual removal
of all nuisance and exotic species, with sufficient frequency that their combined coverage at no
time exceeds the Wetland Mitigation Success Criteria (Condition 16). Herbicides shall not be
used without the prior written approval of the District.
15. A Wetland Mitigation Completion Report shall be submitted to the District within 30 days of
completing construction and planting of the wetland mitigation area(s). Upon District
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Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
5
inspection and approval of the mitigation area(s), the monitoring program shall be initiated
with the date of the District field inspection being the construction completion date of the
mitigation area(s). Monitoring events shall occur between March 1 and November 30 of each
year. An Annual Wetland Monitoring Report shall be submitted upon the anniversary date of
District approval to initiate monitoring.
Annual reports shall provide documentation that a sufficient number of maintenance
inspection/activities were conducted to maintain the site(s) in compliance according to
Condition Number 16. Note that the performance of maintenance inspections and maintenance
activities will normally need to be conducted more frequently than the collection of other
monitoring data to maintain the mitigation site(s) in compliance with Condition Number 16.
Monitoring Data shall be collected semi-annually.
16. WETLAND MmGATION SUCCESS CRITERIA
MmGATION AREA M-l (0.14 acre)
Mitigation is expected to offset adverse impacts to wetlands and other surface waters caused
by regulated activities and to achieve viable, sustainable ecological and hydrological wetland
functions. Wetlands constructed for mitigation purposes will be considered successful and will
be released from monitoring and reporting requirements when the following criteria are met
continuously for a period of at least one year without intervetition in the form of irrigation or
the addition or removal of vegetation.
1. The mitigation area(s) can be reasonably expected to develop into a Palustrine
Forested Wetland as determined by the USFWS Classification of Wetlands and
Deepwater Habitats of the United States.
2. Topography, water depth and water level fluctuation in the mitigation area(s) are
characteristic of the wetland/surface water type specified in Criterion Number 1.
3. The dominant and subdominant species of desirable wetland plants comprising each
vegetation zone and stratum of the mitigation area(s) shall be as follows:
ZONE STRATUM PERCENT DOMINANT SUBDOMINANT
COVER I SPECIES SPECIES2
Canopy 30 Taxodium distichum None Specified
Acer rubrum
2 Herbaceous 70 Pontederia cordata None Specified
Juncus efJusus
Shrub 10 Cepha!anthus None Specified
occidenta!is
I Tree species must be greater than 12 feet in height and have been planted for greater
than 3 years.
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clemwater
6
2 Plant species providing the same function as those listed may also be considered in
detennining success.
This criterion must be achieved within 5 years of mitigation site construction. The permittee
shall complete any activities necessary to ensure the successful achievement of the mitigation
requirements by the deadline specified. Any request for an extension of the deadline specified
shall be accompanied with an explanation and submitted as a permit letter modification to the
District for evaluation.
4. Species composition of recruiting wetland vegetation are indicative of the wetland type
specified in Criterion Number 1.
5. Number of Taxodium distichum and Acer rubrum surviving in the mitigation area
equals or exceeds 52/acre for trees greater than or equal to 12 feet in height.
6. Coverage by nuisance or exotic species does not exceed 10 percent.
7. The wetland mitigation area(s) can be determined to be a wetland or other surface
water according to Chapter 62-340, Florida Administrative Code.
8. The upland buffer adjacent to M-I shall be planted per the approved mitigation plan.
All tree and plant species shall survive a minimum of 3 years.
The mitigation site(s) may be released from monitoring and reporting requirements and be
deemed successful at any time during the monitoring period if the Permittee demonstrates that
the conditions in the mitigation site(s) have adequately replaced the wetland and surface water
functions affected by the regulated activity and that the site conditions are sustainable.
17. The Permittee shall coordinate termination of monitoring for wetland mitigation sites with the
District by:
a Notifying the District in writing when the Wetland Mitigation Success Criteria (Condition
16) have been initially achieved.
b. Upon District acknowledgement, suspending all maintenance activities including but not
limited to irrigation and addition or removal of vegetation.
c. After one year, submitting a monitoring report to the District.
The District will evaluate the wetland mitigation site(s) to determine if the Wetland Mitigation
Success Criteria have been maintained, and will notify the Permittee in writing of the evaluation
results. The District reserves the right to require that corrective action be performed by the
Permittee if any of the Wetland Mitigation Sites fail to maintain the success criteria.
18. The District reserves the right to require the Permittee to identify and perform corrective actions
if the District issues a wetland mitigation deficiency determination.
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Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
7
19 . Wetland boundaries shown on the approved construction drawings shall be binding upon the
Permittee and the District.
20. For dry bottom retention systems, the retention area(s) shall become dry within 72 hours after a
rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation
of this permit.
21. The Permittee shall notify the District of any sinkhole development in the surface water
management system within 48 hours of discovery and must submit a detailed sinkhole evaluation
and repair plan for approval by the District within 30 days of discovery.
22. The operation and maintenance entity shall submit inspection reports in the form required by the
District, in accordance with the following schedule.
( ) For systems utilizing eflluent filtration or exfiltration, the inspections shall be performed ~
18 months after operation is authorized and every 18 months thereafter.
(X) For systems utilizing retention or wet detention, the inspections shall be performed two
(2) years after operation is authorized and every two (2) years thereafter.
( ) For systems utilizing eflluent filtration or exfiltration and retention or wet detention, the
inspections shall be performed 18 months after operation is authorized and every 18
months thereafter.
23. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to
assess the pollutant removal efficiency of the surface water management system. The Permittee
may be required to cooperate in this regard by allowing on-site access by District representatives,
by allowing the installation and operation of testing and monitoring equipment, and by allowing
other assistance measures as needed on site.
24. Refer to GENERAL CONDmON No. 15 herein.
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by
reference and the Permittee shall comply with them.
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Authonz SIgnature
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EXHIBIT -A-
1. All activities shall be implemented as set forth in the plans, specifications
and performance criteria as approved by this permit. Any deviation from the
permitted activity and the conditions for undertaking that activity shall
constitute a violation of this permit.
2. This permit or a copy thereof, complete with all conditions, attachments,
exhibits, and modifications, shall be kept at the work site of the permitted
activity. The complete permit shall be available for review at the work site
upon request by District staff. The permittee shall require the contractor
to review the complete permit ,prior to commencement of the activity
authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does
not cause violations of state water quality standards. The permittee shall
implement best management practices for erosion and a pollution control to
prevent violation of state water quality standards. Temporary erosion
control shall be implemented prior to and during construction, and permanent
control measures shall be completed within 7 days of any construction
activity. Turbidity barriers shall be installed and maintained at- all
locations where the possibility of transferring suspended solids into the
receiving waterbody exists due to the permitted work. Turbidity barriers
shall remain in place at all locations until construction is completed and
soils are stabilized and vegetation has been established. Thereafter the
permittee shall be responsible for the removal of the barriers. The
permittee shall correct any erosion or shoaling that causes adverse impacts
to the water resources.
4. Water quality data for the water discharged from the permittee'S property or
into the surface waters of the state shall be submitted to the District as
required by the permit. Analyses shall be performed according to procedures
outlined in the current edition of Standard Methods for the Examination of
Water and Wastewater by the American Public Health Association or Methods for
Chemical Analyses of Water and Wastes by the U.S. Environmental Protection
Agency. If water quality data are required, the permittee shall provide data
as required on volumes of water discharged, including total volume discharged
during the days of sampling and total monthly volume discharged from the
property or into surface waters of the state.
5. District staff must be' notified in advance of any proposed construction
dewatering. If the dewatering activity is likely to result in offsite
discharge or sediment transport into wetlands or surface waters, a written
dewatering plan must either have been submitted and approved with the permit
application or submitted to the district as a permit prior to the dewatering
event as a permit modification. A water use permit may be required prior to
any use exceeding the thresholds in Chapter 400-2, F.A.C.
BRP General Conditions
Individual, Standard General. Minor Systems
7/95 {Reprint 1l/95} Page 1 of ..
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6. Stabilization measures shall be initiated for erosion and sediment control on
disturbed areas as soon as practicable in portions of the site where
construction activities have temporarily or permanently ceased, but in no
case more than 7 days after the construction activity in that portion of the
site has temporarily or permanently ceased.
7. Off site discharges during construction and development shall be made only
through the facilities authorized by this permit. Water discharged from the
project shall be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules
satisfactory to the District.
8. The permittee shall complete construction of all aspects of the surface water
management system, including wetland compensation (grading, mulching,
planting), water quality treatment features, and discharge control facilities
prior to beneficial occupancy or use of the development being served by this
system.
9. The following shall be properly abandoned and/or removed in accordance with
the applicable regulations:
a. Any existing wells in the path of construction shall be properly
plugged and abandoned by a licensed well contractor.
b. Any existing septic tanks on site shall be abandoned at the beginning
of construction.
c. Any existing fuel storage tanks and fuel pumps shall be removed at the
beginning of construction.
10. All surface water management systems shall be operated to conserve water in
order to maintain environmental quality and resource protection; to increase
the efficiency of transport, application and use; to decrease waste; to
minimize unnatural runoff from the property and to minimize dewatering of
offsite property.
11. At least 48 hours prior to commencement of activity authorized by this
permit, the permittee shall submit to the District a written notification of
commencement indicating the actual start date and the expected completion
date.
12. Each phase or independent portion of the permitted system must be completed
in accordance with the permitted plans and permit conditions prior to the
occupation of the site or operation of site infrastructure located within the
area served by that portion or phase of the system. Each phase or
independent portion of the system must be completed in accordance with the
permitted plans and permit conditions prior to transfer of responsibility for
operation and maintenance of that phase or portion of the system to a local
government or other responsible entity.
BRP General Conditions
Individual, Standard General, Minor Systems
7/95 {Reprint 1l/9S} Page 2 of 4
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13. Within 30 days after completion of construction of the permitted activity,
the permittee shall submit a written statement of completion and
certification by a registered professional engineer or other appropriate
individual as authorized by law, utilizing the required Statement of
Compietion and Request for Transfer to Operation Entity form identified in
Chapter 40D-1, F.A.C. Additionally, if deviation from the approved drawings
are discovered during the certification process the certification must be
accompanied by a copy of the approved permit drawings with deviations noted.
14. This permit is valid only for the specific processes, operations and designs
indicated on the approved draWings or exhibits submitted in Support of the
-permi.t--application. .Any. substantial deviation -from the approved drawings,
exhibits, specifications or permit conditions, including construction within
the total land area but outside the approved project area(s), may constitute
grounds for revocation or enforcement action by the District, unless a
modification has been applied for and approved. Examples of substantial
deviations include excavation of ponds, ditches or sump areas deeper than
shown on the approved plans.
15. The operation phase of this permit shall not become effective until the
permittee has complied with the requirements of the conditions herein,. the
District determines the system to be in compliance with the permitted plans,
and the entity approved by the District accepts responsibility for operation
and maintenance of the system. The permit may not be transferred to the
operation and maintenance entity approved by the District until the operation
phase of the permit becomes effective. Following inspection and approval of
the permitted system by the District, the permittee shall request transfer of
the permit to the responsible operation and maintenance entity approved by
the District, if different from the permittee. Until a transfer is approved
by the District, the permittee shall be liable for compliance with the terms
of the permit.
16. Should any other regulatory agency require changes to the permitted system,
the District shall be notified of the changes prior to implementation so that
a determination can be made whether a permit modification is required.
17. This permit does not eliminate the necessity to obtain any required federal,
state, local and special district authorizations including a determination of
the proposed activities' compliance with the applicable comprehensive plan
prior to the start of aqy activity approved by this permit.
18. This permit does not convey to the permittee or create in the permittee any
property right, or any interest in real property, nor does it authorize any
entrance upon or activities on property which is no~ owned or controlled by
the permittee, or convey any rights or priVileges other than those specified
in the permit and' Chapter 40D-4 or Chapter 40D-40, F.A.C.
ERP General Conditions
Individual, Standard General, ~nor Systems
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19. The permittee is hereby advised that Section 253.77, F.S., states that a
person may not commence any excavation, construction, or other activity
involving the use of sovereign or other lands of the state, the title to
which is vested in the Board of Trustees of the Inte;nal Improvement Trust
Fund without obtaining the required lease, license, easement, or other form
of consent authorizing the proposed use. Therefore, the permittee is
responsible for obtaining any necessary authorizations from the Board of
Trustees prior to commencing activity on sovereignty lands or other state-
owned lands.
20. The permittee shall hold and save the District harmless from any and all
damages, claims, or liabilities whiCh-may "arise by reason of the activities
authorized by the permit or any use of the permitted system.
21. Any delineation of the extent of a wetland or other surface water submitted
as part of the permit application, including plans or other supporting
documentation, shall not be considered binding unless a specific condition of
this permit or a formal determination under section 373.421(2), F.S.,
provides otherwise.
22. The permittee shall notify the District in writing within 30 days of any
sale, conveyance, or other transfer of ownership or control of the permitted
system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the
requirements of Rule 40D-4.351, F.A.C. The permittee transferring the permit
shall remain liable for any corrective actions that may be required as a
result of any permit violations prior to such sale, conveyance or other
transfer.
23. Upon reasonable notice to the permittee, District authorized staff with
proper identification shall have permission to enter, inspect, sample and
test the system to insure conformity with District rules, regulations and
conditions of the permits.
24. If historical or archaeological artifacts are discovered at any time on the
project site, the permittee shall immediately notify the District and the
Florida Department of State, Division of Historical Resources.
25. The permittee shall immediately notify the District in writing of any
previously submitted information that is later discovered to be inaccurate.
BRP General Conditions
Individual, Standard General, Kinor Systems
7/95 {Reprint 1l/9S} Page 4 of "
An Equa/ Opportunity Emp/om
James L Allen
Chairman. Bushnell
James E. Martin
Vice Chairman. St. Petersburg
Sally Thompson
Secretary. Tampa
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L Davis, Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Harllee, IV
Bradenton
Curtis L Law
Land Olakes
Brenda Menendez
Tampa
E. O. "Sonny. Vergara
Executive Director
Gene A. Heath
Assistant Executive Director
Edward B. Helvenston
General COU'lSeI
Excellence
Through
Quality
Service
. .
Southwest Florida
Water Management District
2379 Broad Street. Brooksville, Florida 34609-6899. 1-800-423-1476 (Florida Only)
or (352) 796-7211 . SUNCOM 628-4150. T.D.D. Number Only (Florida Only): 1-800-231-6103
Intemet address: http://www.swfwmd.state.f1.us
760 I Highway 30 1 North
Tampa. AOIido 33637-6759
1-800-836-0797 or (813) 985-7481
SUNCOM 578-2070
170 Century Boulevard
Bartow. Aorido 33830-7700
1-800-492-7862 or (941) 534-1448
SUNCOM 572-62fJJ
115 Corporolion Way
Venice. Aorida 34292-3524
1-800-320-3503 or (941) 486-1212
SUNCOM 526-0900
3600 West Sovereign Path. Suite 226
Leconto. FIorido 3446Hl070
(352) 527-8131
SUNCOM 667-3271
NOTICING PACKET PUBLICATION INFORMATION
The District's action regarding the issuance or denial of a permit only becomes closed to future
legal challenges from members of the public, or "third parties" if 1.} "third parties" have been
properly notified of the District's action regarding the permit, and 2.} no "third party" objects to
the District's action within a specific period of time following the notification.
Notification of "third parties" is provided through publication of certain information in a
newspaper of general circulation in the county or counties where the proposed activities are to
occur. Publication of notice informs "third parties" of their right to challenge the District's
action. If proper notice is provided by publication, "third parties" have a 21-day time limit in
which to file a petition opposing the District's action. A shorter 14-day time limit applies to
District action regarding Environmental Resource Permits linked with an authorization to use
Sovereign Submerged Lands. If no notice to "third parties" is published, there is no time limit
to a party's right to challenge the District's action. The District has not published a notice that
it has taken or intends to take final action on your application. To ensure that the period of time
in which a petition opposing the District's action regarding your application is limited to the time
frames stated above, you may publish, at your own expense, a notice in a newspaper of general
circulation. A copy of the Notice of Agency Action the District uses for publication, a list of
newspapers of general circulation, and guidelines for publishing are included in this packet.
Guidelines for Publishing a Notice of Agency Action .
1. Prepare a notice for publication in the newspaper. The District's Notice of Agency
Action, included with this packet, contains all of the information that is required for proper
noticing. However, you are responsible for ensuring that the form and content of your
notice comply with the applicable statutory provisions.
2. Your notice must be published in accordance with Chapter 50, Florida Statutes. A copy
of the statute is enclosed.
3. Choose the newspaper that is appropriate considering the location of the activities
proposed in your application.
4. Contact the newspaper you have chosen for further information regarding their
procedures for publishing.
5. You only need to publish the notice for one day.
6. Obtain an "affidavit of publication" from the newspaper after your notice is published.
7. Immediately upon receipt send the ORIGINAL affidavit to the District at the address
below, for the file of record.
Southwest Florida Water Management District
Records and Data Supervisor
2379 Broad Street
Brooksville, Florida 34609-6899
Note: If you are advertising a notice of the District's proposed action, and the District's final
action is different, publication of an additional notice may be necessary to prevent future legal
challenges.
For assistance, contact Jim Marshall at ext. 4343, or Annie Taylor at ext. 4337 at Brooksville.
A:\notepakt.wpd 10/06/98
.
.
NOTICE OF AGENCY ACTION TAKEN BY THE
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
Notice is given that the Agency Action was
(ApprovedlDenied)
on
. (Date ApProvedlDenied)
(Name of Permittee/Applicant)
(City, State and Zip Code)
(Address)
, Permit/Application No.
(Permit/Application No.)
The project is located in
(County Name)
County, Section(s)
(Section)
Township
(Township)
South, Range East. The Agency Action
(Range)
(ApprovedlDenied)
a
(Surface Water Management System! Surface Water Management System and
Proprietary Authorization for the use of Sovereign Submerged LandslWater Use Permit)
on acres to serve
(# of Acres) (Type of Project)
known as
(Project Name)
The file(s) containing the Agency Action referred to above is available for inspection Monday
through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the Southwest Florida Water
Management District (District)
(Address of District Office Issuing PermitlDenying Application)
A person whose substantial interests are affected by the District's agency action may petition for
an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.).
Petitions must comply with the requirements of Sections 120.569 and 120.57, F.S. and Chapter
28-106, Florida Administrative Code, and be filed with (received by) the District Clerk located at
District Headquarters, 2379 Broad Street, Brooksville, FL 34609-6899. Petitions for administrative
hearing on the above agency action( s) must be filed within 21 days of publication of this notice (or
within 14 days for an Environmental Resource Permit with proprietary authorization for the use of
Sovereign Submerged Lands). Failure to file a petition within this time period shall constitute a
waiver of any right( s) such person( s) may have to request an administrative determination (hearing)
under Sections 120.569 and 120.57, F.S., concerning the subject agency action. Petitions which
are not filed in accordance with the above provisions are subject to dismissal.
Because the administrative hearing process is designed to formulate final agency action, the filing
of a petition means that the District's final action may be different from the position taken by it in
this notice of agency action. Persons whose substantial interests will be affected by any such final
decision of the District on the application have the right to petition to become a party to the
proceeding, in accordance with the requirements set forth above.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
A:\notepakt.wpd 10/06/98
-'..;......-"":.,
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SAMPLE
NEWSPAPER ADVERTISING CONTACT LIST
CHARLOTTE COUNTY
Charlotte Sun Herald
P.O. Box 2390
Port Charlotte, FL 33949
941 629-2855/Fax 941 629-7740
DESOTO, HARDEE, HIGHLANDS COUNTIES
Tampa Tribune - Highlands Today
231 US Highway 27 N
Sebring, FL 33870
941 382-1164/Fax 941 382-1076
HERNANDO COUNTY
Tampa Tribune - Hernando Edition
15319 Cortez Blvd.
Brooksville, FL 34613
352 544-5240/Fax 352 544-0599
HILLSBOROUGH, CITRUS, LAKE, & PASCO
COUNTIES
Tampa Tribune
P.O. Box 191
Tampa, FL 33601
813 259-7585/Fax 813 259-7392
LEVY COUNTY
Levy County Journal
P.O. Box 159
Bronson, FL 32621
352486-2312
A:\notepakt.wpd 10/06/98
MANATEE COUNTY
Bradenton Herald-
P.O. Box 921
Bradenton, FL 33506
941 745-7064/Fax 941 746-7090
MARION & SUMTER COONTIES
Ocala Star Banner
P.O. Box 490
Ocala, FL 33478
352 867 -4038/Fax 352 867-4028
PINELLAS COUNTY
St. Petersburg Times
490 1ST Avenue S
,
St. Petersburg, FL 33701
813 893-8358/Fax 813 892-2209
POLK COUNTY
Tampa Tribune - Polk Edition
223 S Florida Avenue
Lakeland, FL 33801
941 683-6531/Fax 941 686-8397
SARASOTA COUNTY
Sarasota Herald Tribune
P.O. Drawer 1719
Sarasota, FL 33578
941 957-5160/Fax 941 957-5235
.
.
CHAPTER 50, FLORIDA STATUTES
LEGAL AND OFFICIAL ADVERTISEMENTS
50.011 Where and in what language legal notices to be published.
50.021 Publication when no newspaper in county.
50.031 Newspapers in which legal notices and process may be published.
50.041 Proof of publication; uniform affidavits required.
50.051 Proof of publication; form of uniform affidavit.
50.061 Amounts chargeable.
50.071 Publication costs; court docket fund.
50.011 Where and in what language legal notices to be published.-
Whenever by statute an official or legal advertisement or a publication, or notice in a newspaper has been or is directed or permitted
in the nature of or in lieu of process, or for constructive service, or in initiating, assuming, reviewing, "exercising or enforcing jurisdiction
or power, or for any purpose, including all legal notices and advertisements of sheriffs and tax collectors, the contemporaneous and
continuous intent and meaning of such legislation all and singular, existing or repealed, is and has been and is hereby declared to be and
to have been, and the rule of interpretation is and has been, a publication in a newspaper printed and published periodically once a week
or oftener, containing at least 25 percent of its words in the English language, entered or qualified to be admitted and entered as
1second-class matter at a post office in the county where published, for sale to the public generally, available to the public generally for
the publication of official or other notices and customarily containing information of a public character or of interest or of value to the
residents or owners of property in the county where published, or of interest or of value to the general public.
History.-s. 2, ch. 3022,1877; RS 1296; GS 1727; s.1, ch, 5610,1907; RGS 2942; s. 1, ch. 12104, 1927; CGL 4666, 4901; s. 1, ch.
63-387; s. 6, ch. 67-254.
1Note.-Redesignated as .Periodicals. by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.01.
50.021 Publication when no newspaper in county.-
When any law, or order or decree of court, shall direct advertisements to be made in any county and there be no newspaper pUblished
in the said county, the advertisement may be made by posting three copies thereof in three different places in said county, one of which
shall be at the front door of the courthouse, and by publication in the nearest county in which a newspaper is published.
History.-RS 1297; GS 1728; RGS 2943; CGL 4667; s. 6, ch. 67-254.
Note.-Former s. 49.02.
50.031 Newspapers in which legal notices and process may be published.-
No notice or publication required to be published in a newspaper in the nature of or in lieu of process of any kind, nature, character
or description provided for under any law of the state, whether heretofore or hereafter enacted, and whether pertaining to constructive
service, or the initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, by any court in this state, or any notice of sale
of property, real or personal, for taxes, state, county or municipal, or sheriff's, guardian's or administrator's or any sale made pursuant to
any judicial order, decree or statute or any other publication or notice pertaining to any affairs of the state, or any county, municipality or
other political subdivision thereof, shall be deemed to have been published in accordance with the statutes providing for such publication,
unless the same shall have been published for the prescribed period of time required for such publication, in a newspaper which at the
time of such publication shall have been in existence for 1 year and shall have been entered as 1second-class mail matter at a post office
in the county where published, or in a newspaper which is a direct successor of a newspaper which together have been so publiShed;
provided, however, that nothing herein contained shall apply where in any county there shall be no newspaper in existence which shall
have been published for the length of time above prescribed. No legal publication of any kind, nature or description, as herein defined, shall
be valid or binding or held to be in compliance with the statutes providing for such publication unless the same shall have been published
in accordance with the provisions of this section. Proof of such publication shall be made by uniform affidavit.
History.-ss. 1-3, ch. 14830, 1931; CGL 1936 Supp. 4274(1); s. 7, ch. 22858,1945; s. 6, ch. 67-254; s. 1, ch. 74-221.
1Note.-Redesignated as .Periodicals. by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.03.
50.041 Proof of publication; uniform affidavits required.-
(1) All affidavits of publishers of newspapers (or their official representatives) made for the purpose of establishing proof of publication
of public notices or legal advertisements shall be uniform throughout the state.
(2) Each such affidavit shall be printed upon white bond paper containing at least 25 percent rag material and shall be 8% inches in
width and of convenient length, not less than 5% inches. A white margin of not less than 2% inches shall be left at the right side of each
affidavit form and upon or in this space shall be substantially pasted a clipping which shall be a true copy of the public notice or legal
advertisement for which proof is executed.
(3) In all counties having a population in excess of 450,000 according to the latest official decennial census, in addition to the charges
which are now or may hereafter be established by law for the publication of every official notice or legal advertisement, there may be a
charge not to exceed $2 for the preparation and execution of each such proof of publication or publisher's affidavit.
History.-s. 1, ch. 19290, 1939; CGL 1940 Supp. 4668(1); s. 1, ch. 63-49; s. 26, ch. 67-254; s.1, ch. 76-58.
Note.-former s. 49.04.
50.051 Proof of publication; form of uniform affidavit.-
The printed form upon which all such affidavits establishing proof of publication are to be executed shall be substantially as follows:
A:\notcpakt. wpd 10/06/98
.
.
..
NAME OF NEWSPAPER
Published (Weekly or Daily)
(Town or City) (County) FLORIDA
STATE OF FLORIDA
COUNTY OF
Before the undersigned authority personally appeared , who on oath says that he or she is of the , a
newspaper published at in County, Florida; that the attached copy of advertisement, being a
in the matter of in the Court, was published in said newspaper in the issues of
Affiant further says that the said is a newspaper published at , in said County, Florida, and that the said
newspaper has heretofore been continuously published in said County, Florida, each and has been entered as
'second-class mail matter at the post office in , in said County, Florida, for a period of 1 year next preceding the first
publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm
or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said
newspaper.
Sworn to and subscribed before me this day of , 19_, by ,who is personally known to me or who has
produced (type of identification) as identification.
_(Signature of Notary Public)_
_(Print, Type, or Stamp Commissioned Name of Notary Public)_
_(Notary Public)_
History.-s. 2, ch. 19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67-254; s. 1, ch. 93-62; s. 291, ch. 95-147.
1Note.-Redesignated as .Periodicals. by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.05.
50.061 Amounts chargeable.-
(1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefor the rates
specified in this section without rebate, commission or refund.
(2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch fol"_the first
insertion and 40 cents per square inch for each subsequent insertion, except that:
(a) In all counties having a population of more than 304,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch
for each subsequent insertion.
(b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 95 cents per square inch for the first insertion and 75 cents per square inch
for each subsequent insertion.
(3) Where the regular established minimum commercial rate per square inch of the newspaper publishing such official public notices
or legal advertisements is in excess of the rate herein stipulated, said minimum commercial rate per square inch may be charged for all
such legal advertisements or official public notices for each insertion, exceptthat a governmental agency publishing an official public notice
or legal advertisement may procure publication by soliciting and accepting written bids from newspapers published in the county, in which
case the specified charges in this section do not apply.
(4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless
otherwise specified by staMe.
(5) Any person violating a provision of this section, either by allowing or accepting any rebate, commission, or refund, commits a
misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083.
(6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal
advertisement and shall not subject same to legal attack upon such grounds.
Hlstory.-s. 3, ch. 3022,1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215, 1927; CGL 4668; ss. 1,2, 2A, 2B, ch. 20264,1941;
s. 1,ch.23663, 1947;s. 1,ch.57-160;s. 1,ch.63-50;s. 1,ch. 65-569;s. 6,ch.67-254;s. 15,ch. 71-136; s. 35, ch. 73-332;s. 1,ch.
90-279.
Note.-Former s. 49.06.
50.071 Publication costs; court docket fund.-
(1) There is established in Broward, Dade, and Duval Counties a court docket fund for the purpose of paying the cost of the publication
of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of the calendar relating to
such cases. A newspaper qualified under the terms of s. 50.011 shall be designated as the record newspaper for such publication by an
order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with
the clerk of the circuit court for the subject county. The court docket fund shall be funded by a service charge of $1 added to the filing fee
for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds
separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose other than that established herein. The
clerk of the circuit court shall dispense the fund to the designated record newspaper in the county on a quarter1y basis. The designated
record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the
county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record
newspaper.
(2) The board of county commissioners or comparable or substiMed authority of any county in which a court docket fund is not
specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as
established in subsection (1).
(3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without
charge, accept legal advertisement for the purpose of service of process by publication under s. 49.011(4), (10), and (11) when such
publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081.
History.-s. 1, ch. 75-206.
A:\notepakt.wpd 10/06/98
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~
Florida Department of Transportation
.
.
11201 N. McKINLEY DRIVE. TAMPA, FL 33612-6456. (813)975-6000. 1-800-226-7220
JEB BUSH
GOVERNOR
DISTRICT 7 MAINTENANCE. 7.1200. 813-975-6265
THOMAS F. BARRY, JR.
SECRETARY
01/03/01
Chip Bolchoz
Stillwater Technologies, Inc.
1 South Orange Ave.
Orlando, FL 32801
RE: Time Extension for Drainage Permit # 98-D-799-0056
Dear Mr. Bolchoz:
Permit # 98-A-799-0071 which permitted a driveway connection to SR60 for the Exxon Services
Center was issued a time extension on 12/21/00. The time was extended for this permit until
6/22/01. The drainage permit, #98-D-799-0056, which is related to this project, is also extended
until 6/22/01.
Should you have any questions regarding this matter, please contact me at 975-6265.
~?~
s~
Area Permit! Access Management Engineer
cc: D. Olson, A. Padgett, S. Boone, Bayrock Energy, file
F:\FORMS\Fdot Letterhead.doc
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. ~~C-21-2000h!HU q2:. !.!.&STILLWATER TECHNOLOGIES FAX .4072087223
12/21/2880 14;51 ~532-2251 ENG DESIGN ~INC PAGE 81
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THIS FORM NaI FOR USE DURING THE CONSTRUCTION PHASE
AND SHALL BE KEPT wrra 1BE APPLICATION FILE.
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AFf'UCANT TIME :lXTENSlON FORM
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David W Olson. PE
District Permits/
4 ccess Management Engineer
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. Permiuee'CIJ:'t7~\Wb'f>Gle8r,watet: , . '''.c'':: '.:,... ...
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EXISTING:'MANHOLE:'ALONGTHE NORTH SIDE"'O)'i'GUIiF TO BAY.B ' .... .
UOC~ED'APPlmX.'. 61...81 INTO THE NORtH:,HI}~NEOFTHEWESTBOUNDTRAFrI.C.
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STA Tv. or n.olun~ Dl?,,"'~"IT OF nANSPOItTA"'9
UTlLlJ\'.PERMIT
DOT 99-24
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60
County PINELLAS
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lephone Number:
~_, ~{:~~,r:
'c:..-.-.:j:for:r:
FROM:
4.894 LTpMILE POST
TO:
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Signature. '.'
Submitted for the Utility Owner by: MICHAEL D. QUILLEN.. P ~E.
Typed Name &. Title I ASST DIRECTOR OP'"ENGlNEttING
FOOT constrUClion is t>ropos~!>r UnderwWdyJiRJ,JiJb.ti!E.'O W:P!t?N .
Assistant District Permits! -C. .
Recommended for approval by:
. '. .... ..... Typed Name Itle'f)avid,tJ _~....,_,
Approved by: .P~~- '. .. ._..:~;:mdrictfermitsl. Issue'r:)aie~''1~~/f'f:
. DistriCl Maintenance Engineer or ~_Management Engrneer ."
Dale
Permittee declares thai prior to filing this application it hu determined the location of all existing utilities, both aerial and underground
and Ibe accurate localions are shown on lhe plans. A letterof'notificalionwas mailed on1-29-99 ro . Ublitiowners.
CLEARWATER GAS CITY OF CLEARWATER WATER AND SEWER MCI' FLOR A;GAS-:,,'-,."
TRANSMISSION VI I N E P N LL S FPC GTE TWC PINELL .HWY. ENe
The loc~1 Mainlenance or Resident Engineer. shall.be' notifiedJorty-eighl (48) hours prior to st 'ngwor ,a,nd" n,iama~y upon
completion of work. The Departmenl's Engmeer is'R. t>". ~ ... ...., -\\ , located at -<... 00 . .,,' ,
Telephone Number "] 7.7- ~ '1 \l _ 5'1 u I . The PERMITTEE's employee responsible for Malntenanc ".,'
'. . , Telephone Number . (This name may be'PDlvi~ lime of
the 48 hour nOlice prior to slarling work.) .' ~ .'''~
All work, malerials, and equipment shall be subjeclto inspection by lhe local Maintenance or Resident Enginee~ s1Sll~et FOOT
standards. ~
A II plans and installations shall conform 10 lhe requiremenL~ of lhe FOOT's Utility Accommodalion Manual in eftRt as of the dale lhis
permit is approved by FOOT, and shall be made a pari of this permit. This provision shall not limit the authority of diiDistrict Director
of ?peralions under Paragraph 8 of this Permit. .. .... . '. ~ ,; :,: ;hu N ~l"
This PERMITTEE shall commence actual construcllon m good faith wlthm .6..Q. days after Issuance of permll, and shall be coinpleted
wilhin -12.Q. days after permitted work: has begun, If the beginning date is more that 60 days from date of (lCQIlit. approval, then
J'ERMITfEE must review the permit with the FOOT Maintenance Engineer 10 make sure no changes have occurred hi tlie TrarlspOrtation
Facility that would affecl the permilled conslruction. .. ;. ,
TIle con.~truclion and maintenance of such utility shall nol inlerfere with lhe property and rights of a prior PERMITfEE: '"
ft is expressly stipulated lhallhis permil is a license for permissive use only and lhat the placing of utilities upon public property pursuant
to thi~ permit shall not operate to creale or vesl any property righl in said holder, excepl as provided in execuled sUbord,inationand
Railroad Utility Agreemenls, .-. .. ., ...... .
Pursuant 10 Section 331.403(1), Florida Slanlles, whenever necessary for Ihe construclion, repair, improvell!enl, maint~n~.~trsare'and
efiicie~t oper:llion, aller~t~~n or relocation of all, or anY,POrlion of said Transpor~alion ~acility as delerjPittCd ~y JljlD,iStry~'tp;i~to.r .of
Operallons. any or all \1uhues and appunenances authOrized hereunder, shall be Immediately removetffrom said TransporUtlon'f73clhly
or resel or relocated thereon as required by lhe. OistriclDi~ector of Opera lions and at Ihe expense of the PERMITTE~'~~~cePt for
reimburse!llenl righL~ set ~orth in previously executed subordination and Railroad Ulility Agreemenls, .;:}d:.:'~/!;.
h..is agreed rhal in lhe event lhe relocation of said utilities are.sc.heduledlo be done ~imullaneously with the FOOT's constrUcliollwork.
Ihe PERMITTEE wilt' coordinate with lhe FOOT before proceeding and sh'all coOperate with. thC FOOT's contra~~orlto....rr~nge the
" . I' < _. .' . , . _'.,:,: ,.".' f. ;',~
sequence of work so as not 10 delay lhe work of the FDOT'scontraclor, defend aily legal claims of the FOOT's contraclordue.,!o delays
. ..-hC J'l~,-"
caused by lhe PERMITTEE's failure 10 comply with the approved schedule, and shall comply witb all provisioDS,~Cth~jl!~,~!1<Ilhe
FOOT's current Ulility Accommodation Manual. The PERMITTEE shall nol be responsible for delays beyond its control.
10. . Incase of non-compliance with FOOT's requirements iq~tJ:Cl?1 as ofdlC date this permil is approved by FOOT, this permit)s f(oid and
die facility will have to be broughl into compliance or removed from lhe right of way al no cost to die FDOT, except for reimbu~ement
rights sel forth in previously executed subordination and R~ilroad Utility Agreements. This provision sball nollimitthe authodty of the
District Direclor. of Operations under Paragraph 8 of this Perinil. .
1.
2.
3.
4.
s.
6.
1.
8.
9.
....~.-:...j'::...,..,. .:,
RECEIVED
OCT 2 7 1999
PINELLAS M~ANCE
J
. ~~~t (~
'f'
.
"
'.
K>RM 1I0-01c)'1S
UTIunEs
0CiC . 06190
P",. 1 on
~.
, -
~
II. Ili$lt.'MqJ~,~xlagr~ dlat lhe rig~ts_a9<l,privUeges herein set out are granted Ohly,tothe~pt,to.f!lIJeISlate'i$/dgbJ;)d~eaOO interest
.in~~'?to~.;"'~~nd~:~~=~::::~-::==='~~~::
'. . ..~'.~~~'iny~of_""'i" or~~~~\aid P~ol'~ie'~drigJd' and
12 ~~ojg ~~on. oil safc.,.regulatioDs of lbc FOOT .haIl be obsc~ l!nd ~ p~1TIEE musl'~;"lIii:iudint pladng
and'1he-display'ofsafety devices~dmt_maybe nece$Saryin order to ~a'e]~,"~n<!Mc,tthe'J?cU~lic through ~.P!9j.~~ka:.ccordance with
the Federal Manual on Uniform Traffic Control DeviCes, as amendtd~(otbtgbWaYS.tf1e;Jequire~DlS of:~;~'..: ~Jlij~~-.Package
for railways. including naggiJlg services and Railroad Protective Insurance, or acceptable alternative. when'Jpp c'; 'Ihdthe FOOT's
latest Roadway'and Traffic Design StaOctluds and Standard Specifications for Road and,BridgeG9~~c~oll.,asam.ended.
13. Should the PERMlrrEE he desirous of kcepiug i.ll; utilities ill place and OUI of service, the PERMIITEE', bye'iecutioti ofdlis pemlit
ack.nowledges its pr9sent andconliouing ownersllip of its utilities loClltC<<t,~t,\Veell, ,- -,., ,alld, " '. ;, ,." "
widun the FOOT's right-of-way as set forth above. PERMITTEE, al its sole expense. shall promplly remove saId out ofService utilities
~~~l!Cy~r Dis(r~ct Director ofOpcrations deter:m~~s said removal iSii~~~bJ~c interest.
14. Spc~lat Instructtons: :~ ,~\I\~l\h\~ n,\)\'^' "'~""
. ~ ~'\,!"'."', ';-(\ ,.'!~.~;.'I ,I
.., ....
:, '\ .t.....-';O;',~;_.,,:': \
1. LUt~~~ze,FDOT Standard Index 623.
2. ane c~osures shou~d be off peak
hourfS(T~me perm~tt~n~) due to durat~on
o connect~on. 3. Owner shou~d be
res~o~S~b~e for patched roadway area ~o~
~ min m~m of one year. ~. Maintain 10~t
or zon a~ and 18 in vert~cal separat~o
between water mains.
~- ,'~....:. ': ...:~. " --:_.t.,:-~.~,--
_t;" '.\
-:i;,
":i-
...-~ . .. -'-.---.-
.,.,~_-. .'W, ',l ",;' '
, . "......~' ,~C? " ..
ItJ.,.j' ji~~ and, a~tthat commencement by the PERMITTEE is acknowledgement and acceptance of the binding nature
of ~. spe'&allnstructions. ' '-, .... , i
" .---- .' '
"i~O!IQ:" 0- -
_,~ ~.. Uf1LITYPERMIT FINAL INSPECTION REPORT '
-
Date:
0).
Dale Work Started:
; _ >;'; I
Da(e,~ork Completed:
/
Inspected By:
(District Maintenance Engineer or Designee)
. ~~
';-iff.). 'U", ;-
Redill.rlcs:/o .
1~!J'~';:E
, ':' '-'
;_ _ - t..:I.-,,\ - '.
;t-::f1.-
: ;;..,"
,1' if" 'rf ,/~ :::' ,'jrJ
\:'~~.;'
Ithe'tmdersigned do bereby CERTII)'.that me utili~y construction approved .by the above nUD:1J>ered pern~hwas installed in accordance with
<'the'ippioved plans made a part of this permit and in accordance with the FDOT's current Utility Acc9mmodalion Mirilla!. All plan changes
: 'shOUld ,be approved by dIe local Mai~tenance or Re.sJdent Engineer al1<f~ttached to mis permit. " .
r' ,.; r ~ . ~ ' . '-- - ! !
; i-;:
'f'~LI(,'f~i .' , "
"i'~i~~ti~in ri!ilJi't:~.n "
.\~ l:;.;rfj).:,,.::i'~-:~:l~~l.l ~t rl ,~{<r,~, ~.. ..' :;~. :':
.:f:; ~:
'I D''.
, Utiiitf'Owner:
'.,' }~~':-]t~~ !~~'.'1', ! ~- .
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..",,< l;-,'
~)~:' - t ,.
.J,'
@
/"
Title:"/'
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cc:" DisttK:t Permit Office
~;Pe"niuee
l':':j~,:.>,:
Date:-,
.
STATE OF FLORiDA DEPARTMENT OF TRANSPC.O~I
DRIVEWAY CONNECTION PERMIT
FOR ALL CATEGORIES
FeR,\1 3~':-:~C-l'
S'-ISTE.\~5 P~..\~l~-jlr--;(
1 1 lCo ~
P2;= 1 cf ~
,r
PART 1: PERMIT INFORMATION
APPLICATION NUMBER: -9 ~ A '.9.. ~ C) 0 lJ
Permit Category:
~
Access Classification
---
~
PROJECT: E 'f.... 'f.-.. G ('-) 'S ~\<- \J ,C ~~ S C l:: N \' 'CR
:::::~::Ep: JA;: ~ ; ~(),:~ I~ ~J ~V ~~",C :~te Road
Section/Mile Post: State Road:
Go
-- -----
Section/Mile Post:
State Road
PART 2: PERMITTEE INFORMATION
Permittee Name:~ '\ {C OC L t:~ tJ t::- R G '( . ..L f\J L ,
J
Permittee Mailing Address: 40 \ ~A <::: 'T ' 1:) (l . \ \...... \1 (I' c{ / <::, U , -\- c:.. Z \ U
City, State, Zip: C \-\ f\. rt-. La 1\ E-..J (\! C~ 2 X 2- 0 .3
Telephone f/d{ ?LJ{ - II L/- L
~nper/consulta~ Project Manager C; 'f L .5'.; r j K. C '( 0. W I; 0 (' 2A. )rp, L '
Engineer responsible for construction inspection ~, C r I _ ~) P _ L, s: ( ) :r ~
Mailing Address:
City, State, Zip (3 '( \ (}..v\ ,Q fj
'"
Te:ephone (,--{<l;).r ..:;- 'S 7_ - 0 C/ ~
Mobile or ~!]i;>,L.io7
(C1q::LE or;::)
r;1Z--27 <)(
PART 3: PERMIT APPROVAL
Ihe above application has been reviewed and is hereby approved subject to all Provisions as atta:hed,
PERMIT i'JUMBER: ~ 3' A I ~ c\ 0 <c IJ BY ..P~ ~
Department or I ransportation
COlstrLlct!On shall begin bY" Os "3/ Z (..1 l' U
J ~,'"
~~~ :3~~ Co; C:,;I::<-:::20 no I;J~::: ,,~l c;~e! _ .-7..-ou (J _~_
David W Olson. PE
District Permits/
Access Management l:-nglneer~---n
Dce"" =' "3,:3":": 1Y~_____n_________
FILE
-,j:-':
.3~>::,-"':_:~' .S:-CJ)3J~,3 a:::.=!-:n2<! \;:::3
XI
~ ~.J
~J
~ ='-c::: Tn:s :::2::-: IS on:)' -:3:'.:; :2\t2,_c"o;~ :,,: ]'22: f:O":',,:::'3>? o. ; iSSIJ2:,l':::'
: " ,_- ,1\ "\~
c" "'~:', -; 'J' '--",:':)'J;:! :' ;,' \ \'-/:::'~:J / xl or:' .
\L-jS/:l'T
Sep-.27-99 03:42P OiSW Operations
81.75 6278 51 ::!.7T35 P. 03
FjlHM R5ijtw l~
s YST[~.I.\ I'L"\N'\)~'VJ
11/'1,\
Y;l~~ 2 h; ,
-_._-_._------_._-~----_.---------.-..-_----
_......-._------~.__.,._~-,-_...~---....~-~----_......._._._-...-_.-_...._--~.....~
PART 4: GRNERAt ,~ROVJSIONS_____.__.__._.__.____________._
1. Notify the Department of Tmnsportillion Maintenan<.:e Office at least 48 hours in advance of starting
proposed work.
Plll)nel1l]~~~.S~1.~.-\__... A Hcnt ion: ctS.~.A.-:.~-~t\!...~_.'_____ ...____..__.....___.._._ ___.._._..___..____
2. A copy of the :.lpproved permit must be di.~played in a prominent location in the illlllll~di~llC vicinil}' of lhe
connecl ion construction.
3. Comply wiih 14..96,()08(7) on Ulility Notification Requirernents.
4. COl11ply \-vith 14.%,008 Construccioll & 1\'1airuellance of Traffic Heqllirell1crm.
5 All work perfornwd in the Department's right of way shall be done in accord:Jnce wi,I, rile 1l1Ost current
Dep:lrlllh:n{ 51a ndarJs, .spec i ficalions and the permil pnl\ision<;.
I 6. The perllliuee shall nol commence use of tile conrH~c!i()n rri:lr !t) 2. final inspt~ctioll and accepfance by the
I Departmen!.
7, Comply \.,jth 14-1)6.003(4)(a) Cost of COllStruction,
8. If a Significanr Change of [he rermilll;:e's land LIse. as defined in Seclion 3:;5. JR. Florid.1 St,HUlCS, OCCLlI";,
the Dep:1nl)l(~nt Inay begin lite process \0 lllodify or rc\'();.;(' rhe connection pCI fllil.
9. Iv1edians may be added ilnd Illedian openings may be cbanged by the Department as part of a Com:trllclion
Project or SftfelY Projecl. The provision for a median might change the operation of Ille tOllnect;oll 10 he
for righl turns only
J () All conditions int-.LQD.LG.DY.lli.IBiLWJL.L APPLY unbs specificfllly changed by lhc DeparlrnclIl.
II. All appro\'\"r1 r-nnnection(s) and lurnin.l! 11l0VCIllCIllS arc sllhj~Cl ll> the DepaJ[lllenl's cl)lllinllinf.~ authority 10
revoke or rnodify such cOllnettioll(s) or turning lllOVl:l11,:nts ill order 10 protect Sillety nnd traffic operaliom;
Oil the stare Iligll\vay or Sr~ltt' Highway System.
L!. 'fnlllSl)(lrtatioll Conll'ol Fealllr('s ill the state right of \Illy. 'fransportatiuJJ cOJlIrol fi:alllres ill lhe
Dep;l!tmclll's righl of way, including, but not limited II). traffic signals, rnedial1i-i, Illccli::m openings, or any
other tralhl'orl:t!Jon conlrol fealures or measures in lhe Siate ri,~'.ht of way arc oper:lliollal and .~dfr;(y
ChilJ':tcleristics of 1IJ(, St~lle Highway and are nor means of acceSs. The Departnwlltlllay install, n.:mnve or
!lweli!'y any pr('Sl~111 or fUlure transpurtatioll CO)HTOJ feature: mtlle :'!a!C righl of WilY s~lch as lIledian
opening. tralJic control device or it katurc affecting ttlming movements Ilnough il ('Olllicctioll, to IlLlkt:
cJl:tnges In pfOIl1<\It: saki) ill Ihe lighf of' \I'ay or cffici~llIlratTic orerations on the hii!lllvay
[3.
The PcnniElT f'PI him/herself. his/her heirs, his/hcr a~(.!~Il' ;lIlt.! SUCCCSSo;'s in intelest binds :J!ld j'> bound
and ohlipared to save and 110ld rhe St;I(l;:~ of Florida. The D::'pilrllllt:'llt. it ag,'lHs iwd employees h;'lrInlc!,.s
frOllt all} and illl damages, cbim:-" expensl:, or injuries arising Olll or any ilL"!. lIegleCl or OlllL<;siol! by the
applicam, hi<.!her IlC,irs, assign~; ;md SL[C(;cssors in inl\~r('.,t ,hat Ill:!)' oc(;ur by reason of' Ihi", facility ~ksjgn,
C(lll';[I\Kti'>I1 In,jinwn:tI1Cc or cOlltillllin.!: ex iSle nee of the cOllnection facility. t'.\cepl IIt;l[ !IIL' applicant ,>lliIll
lhH tw li;Jhi,' underlhis p/'()...isinn fur (lilllnge,.; :lrjsin,~ fr,'1II rhe so", lle!1lig,:~j':ce 1)1' the D"'jl:lrI"J1('/H
I
i
14.:-.~_....]~!1<: J:_~~~:::}I'~C "I~::IJ b::'.2:.~~i!S)~!sJb]e.~~'. c1L'~~~I~~il:.;:_all~~.L:~!~~_~1~~_Q.~11l~r lL~~D. ~/(tlH: ri.~~I}L\'.2_:..___.__._..1
! '()I.~ \1 8~~!I.i :l.l.::~
"IY~;'j'J:~.I.'.: I'! A.".:r'{J',~.:
~ep-I:::/-Y~ 03:43P [).jS.7 Operations
81.975 627B 5127735 P. 04
11.";.'.
)1:1"1' :. ;d .!
----.---..-----....-------
...---------_...__.~,~_v,,~
. PART 5: SPECIAL PROVISIONS '. /
---.__.~------_. -"-.---.--.---.-----___'O'-_._._..o..l..._.............__.__._...._...___....~._~_
NON-CONfOHMrNG CONl\"ECrrOK<i:
fXJ
o
YES
1\:0
J.
rr this is llnOIHonlorming connectillll permil, as lil'riuelj ill Rule Chaplas /4-96 and 14.97, lhen the loJlowing may be a part of rhis peflllic
The lloJl-\:onl:JrJiiing cnnllet:li{lIl(S) (h:~,cribcd inlhis perlnir will carry 110 more Ihall '_. 48 OlL...__._____ ill avcrag~ d;illy lraIT!I,:,
or ....__!t.~....__..__ ill pC/lk Iwur Irafrk.
2.
AII1101l-confi,rll1illg cO!Hwcrillll.S will he subjL'cl t<l e1<l:;un: Ill' rel<lCOllillll whell n'a,ol1:lhl" access heCtHlIC,: <lY;lilabk il1lhe !'tHUlt"
GTH ER,SPECIALPHPV JSJDNS
1)Assurance of performance in accoraance
w~th Florida Adm~nistrative Code, Rule
Chapter 14-96.008(3) is required pr~or
to ~mplementation of the Permit.
2)The Follow~ni FDOT General Notes
replaces Items 12&14 on Sheet C01
(2 of 23):
All work performed w~th~n the FLoriaa
Department of Transportat~on r~&ht-of-
way shall conform to:
1. Florida Department of Transportation
Standard Spec~f~cat~ons for Road and
Brid~e Construction, 1999, w~th Un~t
Convers~on Supplement, (a.k.a. Standara
Specs. ).
3. Floriaa Department of Transportation
Road Plans Preparation Manual, Volume I,
Chapters 2 and 25.
4. Florida Department of Transportation
Flexable Pavement Des~~n Manual for New
Construct~on and Pavement Rehab~litat~on
March 1995.
2. Floriaa Department of Transportat~on
Roadway ana Traff~c Design Stanaaras for
Constaruction, Ma~ntenance and Ut~l~t
Operations on the State Hiihway Syste~
Jan., 1994 w~th Inter~m Standards '
SUPPlements, (a.k.a Standard Index)
Compl~ance w~th all appl~cable Ind~~es
~s Requ~rea.
5.The applicant must notify the Florida
Department of Transportaion-Local
Maintenance Office(48} hours ~n advance
of start~ni proposed work.
Call Pinellas Ma~ntenance: B.A. Bennett
(?2?}5?0-5101
--._----_.-_._------_.._~--;-~-._-_.
----------_.~._---~---------...---
..----.-_..__~!~.1. 6: P!i!~~!!~:,!:~:E CE){'rrFICATIO~ AND SI(;XATUlU:
.._------_.__.-.----.-.~..,-_._--_.....-
Thi.~ perrlli!':s herehy ,\ign,:d illld all pfl1\jo;ioll~; aj!.I'<'L'J 10 on rJ3!e' __.____~. ....
~.","\..
1 cl:rlif)' llial ( h,lVt' Il~ad mId under' wild (Ilt Illlll/lllalllll\ and provision:. C(1IlWiIlCd III ihi:i p/'l'lllh r fUlllll'r CL'flit'y 111:11 J pW;St'S'. tlte '"HI"" t., I"
:';','~;':O,:~':)':;@~~(L~~ Si,,,,,, _ _ _~/J {[;Jd " ______ __ ___
"""""". -,--/-~ ,.. -:!'~""" '<I>r""''''''',.,
PRII\'T m Tn'F' __~a~ric!.~,A.__~~~~! __
2016 Stanhome Way
.---'-{\r;-~:.J\J.h,:-.~-1 --- ----". ._-~~-
Orlando, FL 32804-
...-.-'---~~..:-ei';~ ~
-.- :";;";i;;"'--'---f:0~-' ....-.- "--'-'~
, 0.:,2 z.. .::_c=.t.~~____,
PRI"JT OR '/ YPF:
Adam A. Dionna
._-- .-- ._-_...._.-._~_...._-~. ..._-....,-'~---,,~~..~._,-._._... "'._-
TITLE: Director-Facilities Planning & Dev.
-_nSoutnern-Pet rol'eum".Syst'emir---n-.--.-.-
2016 Stanhome Way, Orlando, FL 32804
-..----.~-..{{';i.;).
. .. ...-..----.~'-'M.--{:ii.'iWi-+.---jZ;.J+.
DATE:
10-22-99
'''-''--'''-..-'P'-- ',___.,',____, __ __....._~_ _,"_ . ..__..____.._..,...~_.._,_.__.._. ,'. '._._~.... ..
.----,.--,---.---..---.. ---......--..---~-~-------------..........--------.-._-_.-----.......-.--__..___. .'n.,__.
~
.----.~a--.--__"-_.____.__...___.o;.__.__,..__.___._._
IIl:ey"!.!" ",'l'f,1I
.- .
JJ.l. W A~' Jt.:Ul'll~l~C'1'lUI... Al'J)I..1 ~A'1'.
FOR ALL CATEGORIES
l:OR'" IID.MII-U
SVsnu.lS I'LAHN1HQ . 11/94
I'..c I ar 6
<\D ~,~'\ 0 (/~"
,'1.
;;!..~i-~~~'.
~}'.~~1t:~:
Al'I'LlCANT.: Bayrock Eneq~y. Inc.
Mnillnc Address: 401 East Boulevard. Ste. 210
City, Stale. Zi(l Charlot te , NC 28203
Telephone: (704 ) 344-1147
CONsvr.:rING FmI\1/1'nOJI~CT MANAGER:
Mr. Adam Dionna
Southern Petroleum Systems
MAhing Acklrcss: 2016 S tanhome Way
I'ROI'r.UTV OWNF.It: Bayrock Ener~y. Inc.
Responslhle COrpOrllle Officer: Ma t t Bogdovi t ch
I
MAiling Address: 401 East Boulevard, Ste. 210
Ciry, SI:lle, Zip Charlotte. NC 28203
Telcpho,nc:( 70~ 344-1147
PAX, Mobile rl1one, cle.: (704) 344 -9735
CtNCIJI0I/8
Clly Slale, Zip:
Orlando, Florida 32804
Tclephollc:( 4 0 7) 4 81 - 9 7 SSe x t'. 2 6
fAX.. Mo.blle Phone, cle.: ( 407) 481 - 0 769
CRa.. 01<<1
AUK YOU AN AUrnOJUZlED UEPRF..8ENTATIVE?
If lhe property owner desires .to have n representative sign nnd handle the application, the owner must
(lrovide n notarized letter of authorization attached with the npplication. (SEE PART 2 OF TI-IIS FORM
DELOW)
., .. ." . &I:~'" . .. . ':',': " <. }i~t1So(j!1<t:.~"'" '.Affl"'1a, '. ,.....'1. lliftBOio~:r:""."'..~ """"l~"'~~""">".' ii!f~"",:i'w:w..'r ....
::'.' " '.' . .. .~(\i:..,.. :', <"".::....::...r:~.:.~ .,.', H..rp~I~~rf.~~.:. '., " ..y'~, ..~~t : 'p' .~~.R :'~~e.t..T.~:~j,fY:~If.~~r:(~:~WJ:f~~:;.',;::,.~;~~'MtW~~@~:M:;
AUlhnrlzcl1 UCIII'C!CI1I11llvCI
(NOTfi: All c:nrrespnndeJl~o "m he mndc through the retlrcsentnllvo. A IUllnrlzed leUer of DufhorlZAtlon Dlllsl be aUaelled If 1nll "se
nn lmthorlzcd rl!llfescmfntlve.)
Name:
Mr. Adam Dionna
Southern Petroleum Systems
Conlrlmy:
A(hlres~:
2016 Stanhome Wav. Orlando. Florida 32804
COllfhmc mdo next pnge
.... OF l'I..otUDA nUrARn.rnNT OP TRANSPORTATION .
nnJ1llE'VAY/CONNECTION APPI..ICATJON
FOR AT..J.. CA1'.CGOIUrtS
FOIlM 11O.040.IS
SYS1l!MS "'-'HNINa . 1IfP4
"Ir~ 2 or 6
'~\;;~j~;'iit~.\~\t.;N#:ii%l~:~@j~~J,iftt*~~.~::,':'.':.::, ; ,:~: ;' '", ....~~ ~~,~r~.q^~lt(G~~f,mi~ll ",' )~~t~1l: :?~M~~~tMMi~~if*t:~i~t.~;~~;:~Mh~i~:W:ii!f,i(#i.f-f:f.':;
CATEGORY ^
o SIngle Family Home
D Duplex
d.
CJ Other lIse lesllhnn 21 vehicles per day usn:
II
CATfiOORY D
o DwclJlng units (between 3 and 60)
Nnt 10 exceed
600 trlfl!llll:lY
o Orncc/CommerclnllJnslllmlonnlln n small slnlCllIre (enter type and gross square (eet
below).
Typn OF USE
SQUARll rmrr Oll STIUJCTURR
Other
o
pcscrirdoll uf USG
IF YOU EXPECT MORE TI-IAN 600 TRIPS PER DA Y FROM YOUR SI~E,
COMPLETE TI~IIS SECTION BELOW:
l.nnd LIse Convenience Store / Fast Food Rest. UIIlIs ~2 fepJ ~ 2 5~9 sf
w! Gas Pumps wI Drive Thru (Oross q. n. or we linn !Jnl s
f!Jlislinn: None None
Prnf1Osed: See Above See Above
Alld IIIdlllfllllll .hccIt If 1lIICCI..r)'
Dsdmllled Avernne Daily Volume:
(Not rlqfllred for Cnregory A)
nSllmaled Averllce Peale Hour Volume: IN
2,500 ADT / 1.800 ADT
171
OUT
17R
AM/PM (Clrcle~.~. Olher)_
CcmC lame onto next pnne
.'
~_Ilt>l' l'UlIUU^ IlEl'^I\TMI!Nf OI'.TRANSI'OIt'fA'I'ION .
DR~' A Y/CONNECTION AI'I)LICA TI
FOR ^T~L CATEGORffiS ,
FOllt.1110~04l).U
SYSTIIMS rLANNING - 11194
"IC J fll ,
"':&.~~.;l;~~;;'ij~;~J:'t.'l:;;"">ili,*i.:$N,~' ~i~' .... . ...~ ;~;i;::;~';;~t;:';:i~~:h,"i~.t' rii.l.i(j;I.rita.... . .f.1t'l':t'\W1llil4''' ~:;"~<>",,. . .<~.
~:t.t.~~~~~~1:~~~~9~~~lf~~~~~..:.'~ . to *~Mr~~~~:~-:~~'.;l~~...~"~"l".~\..:..J!h, ~~ , !!t.h/,~.. .... ..
IF YOU ARE APPLYING FOR A TEMPORARY, PUBLIC STREET, OR SAFETY
UPGRADE PERMIT COMPLETE THE FOLLOWING:
ClIECK ON!!
o Temporary Permit. Descrlpllon:
From (O:lIe):
To (Date):
(Not lei' exceed 6 mOllllas)
o
Puhllc SlrccI. Road or Fnclllly, Dcseripllon:,
Expected Dally Trame
o
Sa rely Upcrnde. Oeserlpllon:
II.
ATrACIIIIX'rn^ ,lmlffS IP NEnOOD i I
'~;N~;~~MW~~~~~M~~:~""'_~~~* ii AWI;,~~;~j~o;;NI'ION,.IN I~C)n~ Mn'~i~~. ~:' "" ~::~~:f:;:~~~j~~j.~~~j~:%t~!9~:~.;k\<':,i:(:;{h':'i'~:':.1;I;;"":'.; 'i/:.:'~:
ProperlY Physlcol SIlc Address:
Gulf to Bay Boulevard
nelwcen:
On north side of the intersection of Gulf to Bay'Boulevard
SlrCCl, Road. Ele. ... Stred, ft-'. JIle.
and Sky Harbor Drive.
tr IICVl:IOllllltIllls In IlhlSCS, please Ilrovk!o tills 11IrurnlDI!on on . SqllllldlS alICCI.
PI case IncUCAfc Norlh
See Attached Map
W IT WILL SttRVR 'ro mtTTKR COMMIJNICATn.
rLfiASIJ: PItOVlOE SKm'Cn Olr rnOrKR"I'V J.OCATJON - (SeAI.1t IS NOT IMrORTAN'Ij
ROlIlI Name:
I ftn:uhvny Access Mlll111ncmenl Clnsslncnllon
IA......... .1,""........'1
Rond Nnme:
ROlldWDY Access ManAgcmenl Classification
l"..n.bll II b'~"M""
rOSled Speed I.Imir:
MPII POlled Speed Lind.:
MPIl
!tond Seclion Nlllnher:
Rund Seclron Nnmher:
IA\'IlbW. .. 11..........0
Mile PoSI NlImhcr:
Mile I'osl Number:
CAvln.W1 I' Of'I'.''''''''>>
c )) .ij
CON1'INUI~ ON NItX'r flAGR
U'.H\'J\ )/ClJI'lNI!:t:'l'IUN Alt.tLICAT.
Ji'OIt ^l..L CATEGORIES
SYSTI:MS "l.^tltll/'lU . 111').1
rale 4 or 6
Already Arprovcd:
Ifl SO, PLBASE ^ TrACII APPROVAL DOCUMENT TO APPLJCA TION
Arpmval Pending:
x
I
If "approval pending- what Is expecled approval date? No V em be r + / -
Name:
l.ocall:overnment development npproval official:
Tille:
Departmenl/Ornee:
Slreel Address:
Cily, SllItc, ZII':
Telephone: ( 813
City of Clea~water
100 S. Myrtle Avenue, Suite 210
Clearwater, Florida 33756
q.
) 562-4567
)
Numher or COllies:
^. Site 1'1:1lI Mal' (Scale:
(p
Jochull!:
V Site circulation plan Ilnll pllrtlng lAyout
V l..acalion of your pro(losed connections
-/
.,/
./
./
./
~/A
/
,/
I
,
Location of exisllng median openings servlnu the properly
l.ocRlilln of all rublic slreels servinG the property
All known ClIscl1lcnlS
rroperty lines
Righi of wny Jincs
All nUl-parcels
Ownership or ahultlng (laree's
Inset sile locallon IlUlp
Location or h~lildlnll5 llnd oilier permnnenl fCRlurcs Ilult nrrcclslUl1l dlslance .or circulation on puhllc mads
Tilcl511ng joinl Ilmpcrly Recess r.~lllllrcs
COllllnllC on tloxt I' line
....
n.";A Y/CONN'I~'CTJON 'AP~'~I'CN~.
FOR AI..l.. CA TEGORIRS
r-cl\l.M aID-ColD. IS
SYSTEMS rl.AI~NINO . IIJ!l4
''acc S or 6
~~}~MJ%%mwti'*!\~:~€~!~tr.{.ll'.~~~J'i.it4ii ,j'hN fA.~,)~:qQ!'IN ,.~q~i p~'~qQNJ~'QN~I.t~P.'~ ,n S~lji(~Qf1t~INY'~')):f:},~,~f:MfM:!;lf:~iMi.~nlf:.fi}:ttA~
l."-:;;?"'" ,
n. Connection Design Plnn (Scnle: c.v ) C. Dmlnngc from Topo Plnni (Sepnrlllc map from Sile Plan &
Connection Des In" may be required)
IlIcltldes:
../
./
~/~
./
-./
""
~/~
~/4
COlmccllollJdrivcwny dlmcl13lons (1lIclllllo
wi. lib, IIlIgle, radius, Onrc, etc.)
~/f+ Culvert size IIlId IYfle
.,/ Existing grDuillg
./ Proposed grading ;1.
V" !:
Slormwalcr facllllles
v' Dra IlIage faeilllles
"-II roadway nllcrnllolls
Auxillnry Innes wilh cross sccli.,1\
Exlsllnll Irarne control devices
I'roposcd Iraffic control devices
SIr/ping and slgnlno plans
Pavemenl desicn include cross sec/loll for
cOlllleellon(s)
Pavement design including cross section for
lluxlllllry lanes
(OIIC 10 scale, Ihls exhihit may need 10 hc scpllrllle from oilier exhlhllS) Recent aerla' pholos arc acceptable,
'..nc:nllon nml splu:hl! of connections, median openings, And fonds for:
660 Fl. (200 M) each side of lhe proposed connecllon .for roads wllh speeds ifS Ml'lI (70 KPII) or less ,
1320 PI. (400 M) each slcre of the proposed eonnccllon for roads with speeds arcalcr Ihan 45 MPII (70 Krll)
Ahove informAlion for hoth sleles elf Ihc slreet
, .DlI~ to a restrlclive median, or olher physical fealures, Ihe rcqulremenls of dlls acellon may be less.
.Olllor, nXlllaln
FOR CATRGOI~Y n,E,F,.'l:G lIpplicnlloll or lIny applicallon reqlleslinc n Trame Slgllal, New Median Opcning, or Modjfied Median
O'lCninc.
v
v
t-lJA
.~/A
Trame Study
Pellk "bur movemenls frorn cach proposed co/1/1ccllon
I
Exlslinc condilio"s
f1ulurc COllcliliOI1S (Yen r
Continue nil next pARe
..
A UI' l'I.IJllIIJ^ 1JI:.1'^KI MIiN'f UI'lItANSI'Olrl'ATIUN .
DRI..,vA Y/CONNECTION APl)J..ICATIO
FOR AT..L CATEG01UES
fon'" aso.Q.U).1S
SYSTP.MS rl..ANNINO - 11/91
riCe 6 Dr 6
. , "
".
.....:.._....;~f~
Numher of pockages.
Application forms hearin'c original slgnalures.
Applicable designs and Iraffic sImiles aud sealed hy a professional engineer.
II.
oj
"
NOTES:
tj~m'::tl&~j~"w.'!4:"': ......:..
._~~t"~~~~~~,~~:w:
Proposed (t;lIIUres In Ihe righi-or-way, snch IS median opcnlnls and o,her tracrac concrol devices, are not pari of the connectlon(s) In be
mlhorized by a~conneclion permil. The Deparlment reserves !he rlgbt 10 changa these fealllres In Ihe fUhlre In order 10 promole safely In
:he rlCht of way or efficient Iraffle operations on Ilia highway. Expendltllre by die appllcanl of monies for Inslallallon or malnlenance of
I
IIlell fealures shall granl no vesled right In the maintenance of slIch fcalllres. ,
. .- . ;., :.~ .~. :.:~~,lfWf ...w. h~~ft~!f' .'j(jR^!fi1#k.,.~",.. . .':f4..mW
cerrlfy Ihnl ( am r.1flllllar willa
nrannollan Is Irlle, co
nnntlan conlaifled III Ihls lIppllcallon nnc/lhnl 10 Ihe hes. of my knowledge and belief sllch
1I Ir .
lign~d
Dille:
9/"Z- '2,- J ~ e
'rinleel Name:
Adam Dionna
rITLl!:
Agent
'1l0l'Ii$SI(ltML IitK~HIiI:K Ilr:UISlMA'IlClIl HU~lImK CII' AI'I'I.lCAlllJ:11
IhllluC .l.Ytn.t
2016 StanhomeWay
:11,1
Orlando, Florida 32804
IS,..., <!Ij1
TCNU
RIlC\'Cl.nll t'Arlill@
.
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(~\~)~'l 1 ,-;,\0'
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~ /
Florida Department of Transportation
.
JEB BUSH
GOVEIU'lOR
11201 N. MCIilllLEY DRIVE, TA.~P A, FL lUI1-64OJ ~IJ) n5-62sa' 1-llO~%%6- me
DISTRIcr DRAJ:I!AGE, MS 7-100
THOMAS F. BARRY, JR.
SECRETARY
July 27, 1999
r{2 - 'p~-.,.fl
\1...\ 'Z oc.l ~ ~
1"1.. / 1. L (C\ ~
b c--~ .,-.
Gregory R. Crawford, P.E.
Engineering & Design Group, Inc.
1004 Joshua Creek Court
Oviedo, Florida 32765
r\....J
~.
l
u::>
u::>
u::>
Subject:
Drainage Connection Permit Application
Project Name: Exxon Convenience Center
Permit Number: 98-D-799-0056
Section Number: 15040 SR 60
M.P. (Sta.) Number: 4.894
County: Pinellas
Date Received: 10/8/98
Date Resubmitted: 7/7/99
Date Completed: 7/27/99
Chapter 14-86, Florida Administrative Code
."
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.
Dear Mr. Crawford:
We have completed our technical review of the Drainage Connection Permit Application for the
subject project.
The submitted infonnation, plans an . age calculations indicate the pro truction is .
compliance with Chapter 14-8. 3(3). We recommend a Drainage Connection Permit be iss
applicant as requested.
Note to Engi11eer: . See Sheet 10 of23, "Outfall Structure Detail". The documentation has th
~ flow line of the 30-inch pipe at elevation 25.63. The Detail shows the top
o concrete in the structure to be at elevation 26.50. This should be adjust d.
G cl ~ lease mail a copy of the As-Built for our record.
If you need ~rtller assist e in the permitting process for this project, please do esitate to
contact me at (813) 975-~. ("l)
(,l<."
Sincerely, ),
lv~h, PEa41 J, . ____
Assistant District Drainage Engineer
cc:
Carlos Lopez, P.E., District Drainage Engineer
Michael Jackson, Access M'ffiW~tate.fl.us
h:\drainage\forms\exxon.6a
o RECYCLED PAPER
.
. .
As-rATEOF R..ORIDA DEPARTMENTOFTItANSPORTATIONA .
D~GE CONNECTION PERMIT APPLItw'rION
fORM 592-12
ROADWAY DESIGN
10/86
To be completed by DOT
Drainage Connection Permit Application No. q'n..J59 0 C/ \ Go
Date
\'L('l \~,
Maintenance Unit
Received By
State Road No. C, d
Section No. { :;u '( u - v"'-
Milepost L-f ' ~ l)~
Construction Project No.
Station
TO
FROM
To be completed by Applicant
Applicant's Name: Bayrock Energy,
Address: 40 1 E a s t B 0 u 1 e v a r d
STREET
Inc.
Charlotte
CITY
Project Name:
( 704 \ 344-1147
TELEPHOt'.!~J'tob 3
Mecklenburg NC ZtlZ
COUNTY STATE
EXXON Convenience Center - Clearwater
ZIP
Location: Gulf to Bay Blvd. 60 C learwa ter
STREET SR. NO. US HWY NO. CITY
Pinellas ~7 29 16
COUNTY SE ON(S) TOWNSHIP(S) RANGE(S)
Brief Description of Activity Proposed: constrnct a 3,000 sf convenience center
s tore wi th 6 gas pumps' and 2,500 sf drive thru res to along wi th assoc.
stormwater to discharge into a relocate ditch along the eas~ property.
Briefly Describe Why This Activity Requires a Drainage Connection Permit: (Include Where the Stormwater Will Discharge)
currently the site discharges into a 3'x5' culvert under Gulf to Bay Blvd.
through a shallow ditch. The ditch will be relocated to the East side of
the site and will discharge the runoff from the pond into the same culvert.
NOTE: Rule Chapter 14-86.004 specifies the exact data requirements which constitute a complete application. Thisform must be submitted
with all the required items in quadruplicate. These include:
r'" Affidavit of Ownership or Control
~ legal Description
--:7 Statement of ContiguouS Interest
~ Computations
V7 Certification
iijiL Photographs 01 Existing Conditions
~ation Map
_ Grading Plan
.-:L Soil Borings
Water Table/Percolation
./ Permit Form 592-13
Please mark items which have been submitted
I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED IN THIS APPLICATION IS COMPLETE,
ACCURATE, ~ OF THE ACTIVITY AND OF THE EXISTING AND PROPOSED
DRAlNAGE/S AGEMENT FEATURES AND PA'ITERNS.
.
APPLICANT (SIGN)
Mr. Adam Dionna
NAME:
Orlando
CITY ~ \ t-t.1113
Southern Petroleum Systems. 2016 Stanhome Way
(MAlUNO ADDRESS)
Florida
STATE
STREET
32804
481-9 7~P5
TELEPHONE
(407
DATE
,-, "..
t,'J ;. - '
If this application is iSitn4cll by .B..; re~~!J<<toJ the applicant, aleher of'ailihoriiatiOiffrom the permittee must be attached.
\
-
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I 11. J' ,<( .
./'i\ v 1
, ! ~ 1 J ~~ J
- (; ~',~", i J :.;;~ /j: ;! 1,
RECYCLED PAPER<!)
_ STATE OF FLOIUDA DBPARTh1ENT OF TRANSPOItTAnO'lA
wrDRAINAGE CONNECTION PE~
FORM 592.13
ROADW ^ Y DESIGN - 10/86
P2p I of)
To be completed by DOT
Drainage Connection Permit Application No.
State Road No. C, 0
Section No. / a Y (J ,-. 0 \) \,)
~ D 'S> "~ou51,
Construction Project No.
Station
~f
FROM
TO
Milepost
To be completed by Applicant
I, Bayrock Energy. Inc.
(NAME OF APPUCANT)
( 704) 344-1147
(TELEPHONE)
401 East Boulevard, Suite 210
(MAILlNG ADDRESS)
Charlotte
(CITY)
NC
(STATE)
28203
(ZIP)
having read the terms and conditions which follow, request permission to construct and operate a drainage connection between
(DESCRIBEYOURFACILITY) the proposed site and the existing 3'x5' culvert
under Gulf to Bay Blvd. The store will include 3,000 sf of retail, car
wash. 6 gas pumps wi canoPV'. parking and a 2.500 sf drive thru rest-
aurant that will drain into a stormwater pond for treatment prior to
,
discharging into the FDOT system.
and the facilities of the Department of Transportation by construction of a (DESCRIBE PROPOSED CONNECTION)
an existing 3'x5' box culvert under Gulf to Bay Blvd. Bayrock proposes
to construct a pond that will discharge into a relocated ditch along the
East side of the site (mitigation area) and then drain into the existing
FDOT system.
on the Department's right of way at the following location: approxima te I V' 100 fee teas t of the
intersection of Gulf to Bay Blvd. and Sky Harbor Drive.
on State Road No.
60
U.S. Highway No.
County Pinellas
.
.
FORM 592-13
ROADWAY DESIGN - 10/86
Pale 2 of3
To be completed By DOT
1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or
any exclusive privilege and it docs not authorize any injury to private property or invasion of private rights, or any infringement
of Federal, State or local laws or regulations; nor does it obviate the necessity of obtaining any required state or local approvals.
2. The drainage connection as authorized herein shall be constroc~ and thereafter maintained in accordance with the documents
attached hereto and incorporated by reference herein. All coqstruction on the Department's right of way shall conform to
Department specifications and the Department's manual on ~raffic Controls and Safe Practices for Street and Highway
Construction, Maintenance and Utility Operation. Such constrUction shall be subject to the supervision and approval of the
Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage
connection is in compliance with this permit.
3. The entire expense of construction within the Department right of way, including replacement of existing pavement or other
existing features, shall be borne by the permittee.
4. The permittee shall maintain that portion of the drainage connection authorized herein located on his property in good
condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.
5. If the drainage connection is not constructed, operated or maintained in accordance with this permit, the permit may be
suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department' s
right of way shall be at the permittee's expense.
6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjunction with road
improvements.
7. The permittee shall make no attempt to forbid the full and free use by the public of all navigable waters at or adjacent to the
drainage conneCtion.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right,
title, and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, assume all risk
of and indemnify, defend and save harmless the Department from and against any and all loss, damage, cost or expense arising
in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges, regardless of the
respective degrees of fault of the parties. ~ '
~e permitt,hall notify the Department of Transportation Maintenance Office located at \ \1\'-\\ c>-.l
- ~, {", ... l ~ Telephone (I L 1) ~1 0 - ~ l () ~
24 hours in advance of starting any work on the drainage connection authorized by this permit an also 24 hours prior to any work
within the right of way. Construction of any work on the right oT way shall be completed within days after such
notification. If such construction is not completed within _ days after such notification, the permittee shall notify the
Department of the anticipated completion date.
10. Utilities, including gas lines, may be located within the right of way. Prior to beginning work the permittee shall contact
the Clerk of the Circuit Court for the name, address, and telephone number of any gas line owner who will provide information
upon request on possible conflicts between the gas line and the permittee's drainage connection. The permittee shall also locale
all utilities and obtain information from utility owners as to possible conflicts between utilities and the drainage connection. The
permittee shall be solely responsible for any damage to or conflicts with gas lines, utilities and/or third persons.
11. This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval
and if construction on the drainage connection is not completed by (Date) -
12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
.
.
FOR..\{ 592-13
ROADWAY DESIGN - 10/86
I':lJc3 of3
To be completed by Applicant
The above conditions are
is signed by a represen
cceptcd and agreed to this 't e.. day of ~P"" Coo4 I.., . 19 c:r 8 . (If this application
permittee, then a letter of aUthOriza. lion ~ ~ .ttacbed.)
Applicant: ~
2016 Stanhome Way
(MAIUNG ADDRESS)
Witnessed By:
\cotf .Jor~AA ~ a ~f 1t.- ~~1(i5
(MAIL[~G ADDRESS)~ITY)(STA TE)(ZIP)
Witnessed B~ ~~ ~
,~~ 5111ilXU Av-;' I l",\,\,tJb/2.. "fl:\~ I flA ~~19~
(MAIUNG ADDRESS)(ClTY){STA TE)(ZIP)
Orlando, Florida 32804
(CITY)(STATE)(ZIP)
To be completed by DOT
The above request has been reviewed and bas been found to meet the regulations as prescribed. and is hereby approved, subject
to the following special conditions:
THE DEPARTMENT OF TRANSPORTATION BY ISSUANCE OF TIDS PERMIT ASSUMES
NO RESPONSIBILITY FOR DISPOSAL OF WATER OR MATERIALS OF ANY KINJ> BY THE
PERMITTEE. AND THE PERMITTEE BY ACCEPTANCE OF THIS PERMIT ASSUMES
RESPONSmILITY FOR SUCH DISPOSAL INCLUDING DRAINAGE.
-
Department of Transportation:
ff~~
(SIGNATURE)
To be completed by Applicant
David W Olson. PE
D[~trict Pernnits/
Access Managennent Engineer
(TITLE)
I ~ ~.Ac7
(DATE OF APPROVAL)
Witnessed B
IGOlf ~S 114 Il.. tf. (Jw'tJ,1 f1, '3-n~
(MAILING ADDRESSxtITY)(STATE)(ZIP)
Wi~Ssed~~ ~
d- -:O~ 'S1l11~ ~ \>-::mf~ v~V-)L 11 A '-3~lq d-
(MAILINO ADDRESS)(ClTY)(STATE)(ZJP)
.z-z. day of
Applicant:
~~~
. 19 .. a .
RECYClED PAPER@
I
I
I
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i
I
STATEMENT OF CONTIGUOUS INT~RES~
. I
EXXON Convenience Center - Clebrwater
I
PROJECT LOCATIONGulf to Ba Blvd. and Sk Harbpr Driv
.
.
PROJECT NAME
COUNTY
STATE ROAD NUMBER
APPLICANT
las
60
Bayrock Energy~ Inc.
I HEREBY CERTIFY THAT THE TOTAL CONTIGUOUS
PROPERTY OWNED OR CONTROLLED IS AS SHOWN
ON THE PROJECT'S CONSTRUCTION PLAN AND MORE
FULLY DESCRIBED BY LEGAL DESCRIPTION AND
ATTACHED HERETO AS EXHIBIT "Alt.
SIGNED
qll/l2
DATE ~'rz.-e.1 ~e
NAME/TITLE
ADDRESS
Mr. Adam Dionna. Agent
7.016 Stanhome Way
Orlando. Florida 32804
t
.
.
.
AFFIDAVIT OF PROPERTY OWNERSHrp
OK CONTROL.
--
III accordanc(' wi th RuJ C!. of the Depa rtlltant of
Chapter 14-86.004(4)..;
I,. Bayrock EnerRY, Inc.
}01 F.est Ron1p,~irJIi S~;~ 2l~. ~arlQflecl
own or contra t e 0 low ng escr e
TransportatIon,
, who reside at
Ne , certify that
property:
Exhibit "A"
SJ.GNED
q?l) ~
lHTNESS:
-_ !!!/J-r h/<i'8
~. =
fO?l{ JoJ~ ~ (;f
: -::.'jh- "'~~o
NA~~
I
Al>llI~E:S~::3~. 5Mux'i- Ave
~ Pm r:/A 3~q~
~cl. ~_ day nf
.
NAHE=
ADDRESS
..
~
SWorn to and sUbscr.f b('d bt.'fur(.. lire. thls
~(1~c-b;.A., ~ _, 19 cr~_"
..' .... Eleanor BemICe Tweedy
.'^~fo
; W *My Commission CCn0179
.~~ ~ expires August 25. 2002
~"......-
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EXHIBIT "A"
SECTION 17, TOWNSHIP 29 S" RANGE 16 E"
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
DESCRIPTION
PARCEL NO.1: BEGINNING AT A POINT OF 110 YARDS NORTH AND 110 YARDS WEST OF THE SE CORNER OF THE SE 1/4 OF THE NW
1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E. AND RUNNING THENCE WEST 110 YARDS; THENCE SOUTH 110 YARDS, THENCE
EAST 110 YARDS; THENCE NORTH 110 YARDS TO POINT OF BEG\NNING; LESS: THE E. 30.00' THEREOF; AND LESS: THE S. 50.00'
lHEREOF FOR RIGHT-OF-WAY FOR GULF TO BAY BOULEVARD (STATE ROAD 60); AND LESS: AN EASEl.IENT GRANTED TO PINELLAS WATER
CO., A FLORIDA CORP., BY H. L. McMULLEN, ET UX., DATED FEBRUARY 24, 1930, FILED ON FEBRUARY 3, 1954, IN DEED BOOK
1465, PAGE 105, PINELLAS COUNTY RECORDS, (ASSIGNED TO CITY OF ST. PETERSBURG BY ASSIGNMENT DATED DECEMBER 4, 1940,
RECORDED IN DEED BOOK 1465, PAGE 105) GRANTING PERPETUAL EASEMENT TO CONSTRUCT, OPERATE AND t.tAINTAlN WATER MAINS .
FOR DISTRIBUTION Of WATER, 50.00' WIDE, AS FOLLOWS: "ACROSS THE SE 1/4 OF NW 1/4, LESS 4 ACRES IN THE SW CORNER
MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST QUARTER-SECTION LINE OF SECTION
17, 707.0' MORE OR LESS WEST OF THE CENTER LINE OF SECTION 17, THENCE N. 36'09'30" E. (TRUE BEARING) 1,184.00'
MORE OR LESS TO A POINT ON THE NORTH AND SOUTH QUARTER-SECTION LINE 950.00' MORE OR LESS NORTH OF mE CENTER OF
SECTION 17, TOWNSHIP 29 S, RANGE 16 E, LYING AND BEING 20.00' IN WIDTH ON THE WEST SIDE AND 30.00' IN WIDTH ON THE
EAST SIDE OF THE ABOVE-DESCRIBED LINE.
PARCEL NO.2: THE EAST 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO WIT: BEGINNING AT A POINT 110 YARDS NAND 110
YARDS W Of THE SE CORNER Of Tl-IE SE 1/4 OF THE NW 1/4 Of SECllON 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING lHENCE
W ',0 YARDS; THENCE S 110 YARDS; THENCE E 110 YARDS; THENCE N 110 YARDS TO POINT Of BEGINNING; LESS: SOUTH 50.00'
THEREOF FOR RIGHT-OF-WAY OF GULF TO BAY BOULEVARD (STATE ROAD 60).
PARCEL NO. 2A: THE W. 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO 'MT: BEGINNING AT THE SE CORNER OF THE SE 1/4
OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING THENCE N. llD YARDS; THENCE W. 11D YARDS;
THENCE S. 110 YAROS; THENCE E. 110 YARDS TD A PDINT OF BEGINNING; LESS: SOUTH 50.00' THEREOF FOR RIGHT-OF-WAY OF
GULF TO BAY BOULEVARD (STATE ROAD 60).
LESS AND EXCEPT RIGHT OF WAY AS DESCRIBED;
THAT PORTION OF THE SE 1/4 OF THE SE 1/4 OF THE NW 1/4 Of SECTION 17, TOWNSHIP 29 S: RANGE 16 E, PINELLAS COUNTY,
FLORIDA, BEING DESCRIBED AS FOLLOWS:
COMMENCE AT A DISK MARKING THE NE CORNER OF THE NW 1/4 Of SAID SECTION 17; THENCE S. 0'48'06" E. 2,667.38' ALONG
THE EAST BOUNDARY OF SAID NW 1/4 TO THE SE CORNER OF SAID NW 1/4 SAID CORNER BEING ON THE SURVEY LINE OF SR 60;
THENCE S. 8917'05" W. 300.00' ALONG SAID SURVEY LINE; THENCE N. 0'48'06" W. 50.00' TO THE SOUTH LINE OF A
10.00' EASEMENT PER O.R. 5950, PAGE 51, PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING;
THENCE S. 8917'05" W. 360.00 FEET ALONG SAID SOUTH LINE TO THE WEST LINE OF SAID EASEMENT; THENCE N. 0'48'06"
W. 10.00 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF SAID EASEMENT; THENCE N. 8917'05" E. 294.99' ALONG SAID
-NORTH LINE; THENCE N. 0'42'55" W. 10.00'; THENCE N. 89'17'05" E. 50.00'; THENCE S. 0'42'55" E. 10.00' TO SAID
NORTH LINE OF SAID EASEMENT; THENCE N. 89'7'05" E. 15.01' ALONG SAID NORTH LINE TO THE EAST LINE OF SAID
EASEMENT; THENCE S. 0'48'06" E. 10.00' ALONG SAID EAST LINE TO THE POINT OF BEGINNING. LESS EXISTING RIGHTS-OF-
WAY.
ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A TRACT OF LAND LYING WITHIN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELlAS COUNTY.
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER OF SAID SECTION 17, TrlENCE N0019'21"W, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID
SECTION 17, FOR 330.00 FEET, THENCE S89'46'Ol"W, ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE
OF THE NORTHWEST 1/4 OF SAID SECTION 17, FOR 300.00 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT
330.00 FEET NORTH OF THE SOUTH LINE OF TrlE NORTHWEST 1/4 AND 300.00 FEET WEST OF THE EAST LINE OF Tl-IE NORTHWEST 1/4
OF SAID SECTION 17, THENCE S0019'2,"E, ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO SAID EAST LINE, FOR
270.00 FEET TO THE POINT OF INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF GULF- TO-BAY BOULEVARD (STATE ROAD 60),
AS RECORDED IN OFFlOAL RECORDS BOOK 6750, ON PAGE 808 OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE
ALONG SAID RIGHT-OF-WA'Y LINE. THE FOLLOWING (5) COURSES, (1) THENCE S89"46'01.W, FOR 15.01 FEET, (2) THENCE
NOO'13'S9"W, FOR 10.00 FEET. (3) THENCE S89'4601"W, FOR 50.00 FEET, (4) THENCE SOO'13'59"E, FOR 10.00 FEET,
(5) THENCE S89'46'01"W, FOR 294.99 FEET TO THE POINT OF INTERSECTION WITH A LINE 660.00 FEET WEST OF AND PARALLELiTO AFORESAID EAST LINE, THENCE NOO'19'21"W, ALONG SAID PARALLEL LINE. FOR 270.00 FEET TO THE POINT OF
INTERSECTION WITH A LINE 330.00 FEET NORTH OF AND PARALLEL TO AFORESAID SOUTH LINE, THENCE N89'46'Ol"E, ALONG
SAID PARALLEL LINE, FOR 360.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.22 ACRES, MORE OR lESS.
r JRX PERMITS/CONTRACTS TE.' :1-904-381-6079
I ,,4
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~
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Mar '98
9:48 No.003 P.03
ENGINEER'S CERTIFICATION
for DRA'NAGE CONNECTION PERMITS
Project Nome _ EXXON Convenience Center - Clearwater
Project Location Gulf to Bay Blvd. and Sky Harbor Drive
County Pinellas w State Road Number 60
Applicantls Name _ Bayrock Energy, Inc.
In accordance with Florida Administrative Code (F.A.C.l Rule 14-86, Drainage
Connections, I hereby certify that the following requirements have been or will be
met.
14-S6.003(3)(a}3: The quality of water conveyed by the connection
meets all applicable water quality standards or minimum design and
performance standards.
14-86.004(4)(9): The complete set of plans and computations comply
with 0 14-e6.003(~)(8}, or (g) '4-B6.003(3)(b). (check one)
I futher certify under penalty of law that a National pollutant DlschargB Eliminati'on .
System (NPDES) permit for stormwater discharges associated with Industrial
activity 0 is required, ~ is not required. (check one)
I am aware that there are significant penaltIes for submitting false Information,
including the possibility of fines and ~mprlsonment.
This. certification shall remain valid for any subsequent revision or submitta1 of
plans, computations or other project documents. ~
Seel: Signature -
I
Name (typed) Gregory R. erawford, PE, PSM
Date 4 -Z'S -q i
~y
;-
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.
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This instrument was prepared
by and should be returned to:
99-330681 OCT- 7-1999 4:03~
PINELLAS CO 8K 10685 PG 467
I1111111111111111111111111111111111111111111111111
W. Lawrence Smith, Esquire
Hill, Ward & Henderson, P.A.
Barnett Plaza, Suite 3700
101 East Kennedy Boulevard
Tampa, Florida 33602
# PAGES 4
ACCT #
CHGAMT
CK AMT
RE" --rm.
OSDR219~2)
os
INT
FESSO --
MTI-~
PIC
REV . $
TQTAL t;:. ~g::. ()
SPECIAl. WARRANTY DEED
5tth . .
THIS SPECIAL WARRANTY DEED is made as of this _ day of C"(!,io be.r,-1999,
by and between KENNEDY FROST INVESTMENTS, INC., a Florida corporation (hereinafter
referred to as the "Grantor"), and BA YROCK ENERGY, INC., a Florida corporation, whose post
office address is 1031 South Caldwell Street, Suite 101, Charlotte, North Carolina 28203 (hereinafter
referred to as the "Grantee").
WIINESSEIH:
The Grantor, for and in consideration ofthe sum ofTen and No/lOOths Dollars ($10.00) and
other good and valuable considerations, the receipt and sufficiency of which are hereby
acknowledged, hereby grants, bargains, sells, conveys, remises, releases and confirms unto the
Grantee, its successors and assigns, all that certain land situated in Pinellas County, Florida, to-wit:
See Exhibit A attached hereto and incorporated herein by reference
subject to the matters set forth on Exhibit B attached hereto and
incorporated by reference herein.
TOGETHER with all the tenements, hereditaments and appurtenances thereto belonging or
in anywise appertaining.
TO HA VB AND TO HOLD the same in fee simple forever.
The Grantor does hereby covenant that it warrants and will defend the same against the
lawful claims of all persons whomsoever claiming by, through or under the Grantor but against none
other; subject, however, to those matters listed on Exhibit B attached hereto.
Property Appraiser's Id. No.:
Tax Id. No. of Grantee:
.
..
.
.
PINELLAS COUNTY FLA.
OFF.REC,8K 10685 PG 468
IN WITNESS WHEREOF, the Grantor has caused this instrument to be executed the day and
year first above written.
Signed, sealed and delivered
in the presence of:
KENNEDY FROST INVESTMENTS, INC.
a Florida corporation
;Ii~~~ ~
Name: .l!o..+,,"I~#1L 12Dck4
(Type or PriJlt Name)
~ .
. .
) - .~ '''oJ',
, . t{ ~~. .
Name:'~~\~~~~ d
(Type or Print Name)
(Corporate Seal)
Mailing address:
101 East Kennedy Boulevard, Suite 3925
Tampa, Florida 33602
STATE OF FLORIDA
COUNTY OF HILLSBOROUGH
The foregoing instrument was acknowledged before m~ this}) ~~y of '1::' pElt 1./.... ~ C, j/
by David A. Kennedy, as President of Kennedy Frost Investments, a Florida corporation, on behalf
of the corporation. He/she is personally known to.-I11e or has produced as
identification. -
~1.:ii:fH:.~~ JUUE GilBERT
~*: "i:6."\.~ MY COMMISSIO'J 'I CC 798332
~~;;;;{f EXPIRES: Dec6rnoer 20, 2002
, ',P,flt~'"'' Bonded Thru Notary Flibfic Underwriters
i~
NOTARYJUBLIC
~ L( Se.: )
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Print Name
F:\WP61\WORK\WLSlKENNEDY\AGROIDEED.SWD
2
.
.
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.
STILLWATER TECHNOLOGIES, INC.
CIVIL AND ENVIRONMENTAL CONSULTING
ONE SOUTH ORANGE AVE. ORLANDO, FL. 32801
407 206.7222 FAX (407) 207.7223
(D) ~(]5~DW~ ml
lJU MAY 2 5 2000 lill
LETTER OF TRANSMITTAL
PLANNING & DEVELOPMENT SVCS
Development Review Division
Ref. BCP1999-01567
Date: May 25 ,2000
Project No.: 038-06
RE: Bayrock/Mobil Convenience Center (FKA Exxon Cony Ctr)
SR 60 and Gulf to Bay Blvd
Site Plan Submittal-Standard Development Review
Attention: Ms. Lisa Fierce, Dev. Rev Mgr.
We are sending you 0 Attached 0 Under separate cover via
the following items:
o Shop Drawings
o Prints
o Plans
o Samples
o Specifications
o Copy of Letter
o Change Order
o
Copies Date No. Description
1 5/24 1 Check to City of Clearwater for $300.00 as Site Plan Review Fee
1 5/24 1 Check to City of Clearwater for $300.00 as Comprehensive Sign Evaluat. Fee
13 5/25 13 Final Site Plan
13 5/25 13 Landscape Plan
1 5/24 1 Color Landscape Rendering (under separate cover)
1 5/23 1 Executed Affidavit to Authorized Agent1
1 5/23 1 Completed Application for Site Plan Approval
1 5/25 1 Letter Requesting Early Work (Clear and Grub Only)
1 5/25 1 Comprehensive Sign Program Application with Narrative
1 - 1 Mobil Oil Monument Sign Details
1 - 1 Sonny's BBQ Monument Sign Details
1 - 1 Warranty Deed Conveying Title to Developer
1 5/25 1 Photo Rendering of Building Architecture
1 5/25 1 Architectural Rendering of Convenience Store
1 5/25 1 Landscape Detail (non-color) depicting Signage Details
"
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These are transmitted as checked below:
o For approval 0 Approved as submitted
o For your use 0 Approved as noted
o As requested 0 Returned for corrections
o For review and comment 0
o For Bids Due
o Resubmit _ copies for approval
o Submit _ copies for distribution
o Return _ corrected prints
8
\
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19
o Prints returned after loan to us
\N
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Remarks: Lisa, Please advise if there should be any missing information or if information is unclear. Your
help and assistance in processing this application has been greatly appreciated.
Cc:
Matt B. (BEl), Ed T. (LJR},Rick B. (STI)
Signed:~:
m A. Dionna
e
.
.
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!JIIII'1:Ht1I~"1"'I'I'lIh'j'I:a~..I-."'::;I:U~~.~I"]'L'.1t:1::h'JI["".:I::r.t...n'J~:l":J=:.;"'iir,~......~It",:{']::.l:t1~I.;a'.:!.I:i'l=i:_;
FIRST CHARTER BANK
CONCORD, NC
BAYROCK ENERGY, INC.
p.o. BOX 37389
CHARLOTTE, NC 28237
66-73/531
5/23/2000
PAY TO THE
ORDER OF
City qf Clearwater
$ **300.00
Three Hundred and 00/100* *** ********** **... ****...... ****...****...",** ****** ***** ***** *****... ** **...***************** **** ** **
City of Clearwater
BAYROCK ENERGY, INC.
~~~
4050
DOLLARS
l
MEMO
Site plan review
~_.:I=-:I:l":I:i-4__~I'I=-.}...:n,;"'I'letlll'II:aLl'.I~I~"'IIl:l.."".U....:III:lltfilr..._'III.'.::I:ll'j'...:I~...:[.J.t..,..,~..,~{ti.=-.'.'JI:I.'.I'''',
-. ......
III 0 0 ~ 0 50 III I: 0 5 1 .00 ? 1 ? I: 0 0 .0 a 1 . 1 g III
BAYROCK ENERGY, INC.
City of Clearwater
5/2312000
BEl-First Charter
Site plan review
fL5 {]D. 00 "?(p
\
4050
300.00
300.00
-,,1
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.
.
,.
BAYROCK ENERGY,. INC.
~O. BOX 37389
CHARLOTTE, NC28237
PAY TO THE
ORDER OF
City of Clearwater
$ **300.00
FIRST CHARTER BANK
CONCORD, NC
66-73/531
5/23/2000
4051
Three Hundred and 00/100******* ******* *** ******** * ***** * ****************** ***************** *** ** * **"'*"'***"'**"'*"''''
City of Clearwater
MEMO
l
Sign Variation
~.:I=-:t~,..::t:J,.'"1a:1I']::I"la':H.."".I.lIlf.IJlfm:l~'.I~(.n"Jtl:a...:..w'HI.":III::nfiJ"'_'I"'U::t:Mr":I~":[.J.....1..,~..,Nr:tll!a(..'jl:l'!'...7
BAYROCK ENERGY, INC.
DOLLARS
\~~~
11100 ~ 0 5 . III I: 0 5 1 .00 ? 1 ? I: 00.0 B 1 . 1 gill
BAYROCK ENERGY, INC.
City of Clearwater
BEl-First Charter
Sign Variation
5/23/2000
~~~
\
4051
300.00
300.00
.,
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Receipt No:
Date:
Line Items:
Case No
1199818620
5/26/2000
Tran Code
Description
Revenue Account No.
Amount Due
$300.00
Payments:
-FLEX STND
Flexible Standard - 30,000.00 @ $0.01 010-341262
Method
Check
Payer
BAYROCK ENERGY INC
BAYROCK ENERGY, INC.
City of Clearwater
BEl-First Charter
Site plan review
Bank No Acct Check No
4050
TOTAL AMOUNT PAID:
5/23/2000
fL5 ([D 00 ~~
Amount Paid
$300.00
$300.00
(.., _.r\j
jyj(:"f Y " ;26 :' OC
CU/l)i::i~:
TDTL
CI..ICK
N95244
4050
300.00
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300.00
j
3COnDG
3DOhOD
3DOrrOU
Gb:H) H
Receipt No:
Date:
Line Items:
Case No
1199818621
5/26/2000
Tran Code
Description
Revenue Account No.
Amount Due
$300.00
Payments:
-FLEX STND
Flexible Standard - 30,000.00 @ $0.01 010-341262
Method
Check
Amount Paid
Payer
BAYROCK ENERGY INC
BAYROCK ENERGY, INC.
City of Clearwater
BEl-First Charter
Sign Variation
Bank No Acct Check No
4051
TOTAL AMOUNT PAID:
5/23/2000
~~~
$300.00
$300.00
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l~j~;Y .. :26' dU
4051
300.00
\
300.00
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CU/\>?lh' jC::C" ~}..;
TOTi... 30e;" or
CHC!< 30C} " Gf:)
W;.!~:::'A;~j CH;?::.
Adam A. Dionn,.
Vice President of Land Develop..
One South Orange Avenue
Suite 500
Orlando. Florida 32801
tele: 407-206-7222 fax: 407-206-7223
e-mail: adionna@stillwatenech.com
www.stillwatertech.com
.
.
STAFF ASSISTANT'S CHECK SHEET FOR APPLICATION FILES
FILE NAME:
fulj\b0k E~~ \(v:,.
fLS 00-05-~
FILE NillviBER:
TYPE OF APPLICATION:
PERMIT PLAN NUMBER:
DATE RECEIVED:
S'~6
------------------------------------------------------------------------------------------------------------------------..------------------
DOCUMENT DA TE COMPLETED N/A COMMENTS
INCOMPLETENESS
LETTER
COMPLETENESS
LETTER
INSUFFICIENCY
LETTER:
SUFFICIENCY
LETTER:
ABUTTING PROP. STD. FLEX ONLY
OWNERS LETTER
DRC LETTER TO
APPLICANT:
DRC DATE: '-a fa, JOO
DRC COVER LETTER:
DRC MEMBERS: (as
soon as received send
indiyidual aoolications)
ATTORNEY Leslie Dougall-Sidees
ECO. DEV. Lou Hilton
SOLID WASTE Jaames Maglio
FIRE Randv Hinder
ENGINEERING (2) Mike Quillan
Don Melone
DEVELP. REVIEW Lisa Fierce
Mark parry
Scott Kurleman
Rick Albee
PARKS & REC. Debbie Richter
EMAIL ENTIRE DRC
AGENDA after deadline
TO:
CYNDI
RALPH
ASMAR
CLERK
.
RECOMMENDA TlON NOT FOR FLEX
TO CDB (STAFF ST ANDARD
REPORT)
DEVELOPMENT STD. FLEX ONLY
ORDER:
APPLICANT LETTER: STD. FLEX O~'L Y
APPROVAL/DENIAL
FLEXIBLE APPLICATIONS STOP HERE!
STANDARD
APPLICANT LETTER
CDB MEETING
ST AFF REPORT DUE: DATE:
AGENDA CDB:
EMAIL AGENDA TO
BRENDA MOSES
PACKETS CDB:
7 BOARD
CITY ATTORNEY
COB ATTORNEY
2 CLERK
PLAN DIR.
ASST PL. DIR.
DEV. REV. MGR.
DEVELOPMENT FLEXIBLE
ORDER DEVELOPMENT.
APPEALS ONL Y
APPROVAL/DENIAL FLEXIBLE & APPEALS
LETTER TO
APPLICANT:
FLEXIBLE DEVELOP- MENT AND APPEALS TO CBD STOP HERE ! LEVEL 3S CONTINUE
ADDRESS::J- ~ &cf
,f
CASE#: FL (~ oe - 06--38-
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PROJECT NAME:
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C IT Y
OF
CLEARWATER
June 1, 2000
PlANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MlJ:\ICIPAL SERVICES BlJILDI:\'G, 100 SOCTH MYRTLE AVE:\CE, CLFAR\\'ATFR, FLORIDA 33756
TELEPHO:\E (727) 562-4567 J:.~..l~~n 56~i~Z2_,_____
[~ 0- [E(C[E~w[E '-r
JIJN 2 R 2U~J ~
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Park Place Building Limited
C/o Real Estate Tax Service
Suite 190
3550 Buschwood Park Drive
33618-4435
PLANNING & DEVELOPMENT
SERVICES
CITY OF CLEARWATER
RE: NOTICE OF FILING OF AN APPLICATION (FLS 00-05-38) FOR FLEXIBLE
ST ANDARD DEVELOPMENT APPROVAL TO ALLOW AN AUTOMOBILE
SERVICE STATION IN THE C (COMMERCIAL) DISTRICT, A REDUCTION
IN THE FRONT SETBACK FROM 25 FEET TO 10.5 FEET, REDUCE THE
SIDE SETBACK FROM 10 FEET TO 6.91 FEET (WEST PROPERTY LINE),
REDUCE THE REAR SETBACK FROM 20 FEET TO FIVE FEET, AND
REDUCE THE PARKING REQUIREMENT FROM 99 SP ACES TO 83
SPACES.
To Whom It May Concern:
The Clearwater Planning Department has received an application for Flexible Standard
development from Bayrock Energy to allow an automobile service station in the C
(Commercial) District, a reduction of the front setback from 25 feet to 10.5 feet, the side
setback from 10 feet to 6.91 feet (west property line), the rear setback from 20 feet to five
feet, and reduce the parking requirement from 99 spaces to 83 spaces at 2760 Gulf to Bay
Boulevard
The Planning Department will review the application for sufficiency. If the application
demonstrates compliance with the requirements of the development code, the Planning
Director will approve or approve with conditions the application. If the application does
not demonstrate compliance, the Planning Director will deny the application.
Pursuant to Section 4-202 C. of the Clearwater Community Development Code, the
Planning Department shall notify the owners of the properties abutting the property that is
the subject of the application that an application has been filed.
You have the right to appeal the decision of the Planning Director to the Community
Development Board regarding the above-referenced application. Should you choose to
appeal the decision, the Planning Department must receive an application for appeal no
0:\1' CITY, 0:\1: FlJTl'RE,
- . -
BRIA\ J A\\csr. '\L\YOR-CCJ\\.\lISS\O'\ER
JB, JOH1\SO'\. VICE :\L\YOR-CCJ\l\lISS\O'\EI(
ED IIAKr. CO\1\lISSI0\FR
*
BOB CL\RK. CCJ\L\lISSln\ER
ED HOOPER. CO\I\lISSIO'\ER
"EQI 'AI. E\lPLOY\lE:\T :\:\0 AI'I'IR.\L\TIVE ACr!o:\ E.\IPLOYEI\"
.
.
later than five (5) days after the date of the decision. A fee of $100.00 must accompany
the application for appeal.
The filing of an appeal stays the effect of the decision pending final determination of the
case by the Community Development Board.
If you have any questions, please do not hesitate to call me at 562-4504.
~reIY,
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CITY OF CLEARWATER
PLANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4 748
CLEARWATER, FLORIDA 33758-4748
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C/o Real Estate Tax Service
Suite 190
3550 Buschwood Park Drive
33618-4435
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NrICf-fB()FHf H.q )~Tr-: \ j(
December 6, 2001
Mr. Adam Dianna
Stillwater Technologies, lnc.
I S, Orange A venue
Orlando, FL 32801
RE: Development Order regarding case FLS 00-05-38 at 2760 Gulf to Bay Boulevard
Dear Mr. Dianna:
This letter constitutes a Development Order pursuant to Section 4-202 E of the Community
Development Code. On April 12, 2001, the Development Review Committee (DRC) reviewed
your application to reduce the front (south) setback along Gulf to Bay Boulevard from 25 feet to
15 feet, reduce the side (west) setback from 10 feet to seven feet, reduce the rear (north) setback
from 20 feet to five feet and approval of an automotive service station in the Commercial
District. The application includes a 3,000 square foot convenience store with six, two-pump gas
islands, a 300 square foot, automatic car wash and a 2,500 square foot restaurant. The DRC
unanimously recommended approval of the proposal subject to the following ten conditions:
1) That the billboard be removed prior to the issuance of any permits;
2) That a four-foot safety fence be provided around the retention pond (3: 1 slope)
and that the fence be fully screened with landscaping and constructed of a non-
chainlink material (where visible offsite);
3) That a final landscape plan is submitted to and approved by Staff prior to the
issuance of any permits;
4) That final, dimensioned, and rendered elevations for each building/structure be
submitted to and approved by Staff prior to the issuance of any permits;
5) That the proposed restaurant be compatible with the proposed convenience
store/gas station in terms of color, architectural style, and materials;
6) That all mechanical equipment including HV AC are screened by architectural
elements;
7) That all tanker deliveries be limited to non-peak hours;
8) That the dumpster be fully enclosed with a wall matching the proposed buildings
in terms of color, architectural style, and materials;
FILE
BRIAN J At!I\GST, M'WOR-COMMISSIONER
ED HART, VICE MAYOR-COM,\IISSIONER WHlTl\EY GRAY, Cm!.\IISSIOi\ER
Hon HAMILTON, CO~IMISSIONER * BII.I.JONSON, COMMISSIONER
"EQUAL EMPLOYMENT A.I\JD AFFIRMATrvE ACTION EMPLOYER"
.
.
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l)) Thdt the 29-inch oak tree along Gulf to 8dY Boulevard be preserved utilizing all
presef\dtion techniques and that if it should die withlfl one year after completion
of development of the gas station. a tree replacement payment will be required at
5-+8 per inch or $1.392; and
10) That all signage meet the requirements of Code and be architecturally integrated
with the proposed buildings in terms of color. architectural style, and materials
and be limited to: one, 47.88 square foot freestanding sign (for all uses on site),
one. 20 square foot attached sign for the restaurant. and 27.88 square feet of
attached signage for the gas station/convenience store.
I concur with the findings of the Development Review Committee and, through this letter.
approve your application for Flexible Standard Development with the ten conditions as stated
above. The approval is based on and must adhere to the site plan dated October 5,2001 and the
elevations, as revised and faxed, dated November 29,2001.
Pursuant to Section 4-303, an application for a building permit shall be made within one year of
Flexible Standard Development approval (December 6, 2002). All required certificates of
occupancy shall be obtained within one year of the date of issuance of the building permit. Time
frames do not change with successive owners,
Please be aware that the issuance of this Development Order does not relieve you of the necessity
to obtain any building permits or pay any impact fees that may be required, In order to facilitate
the issuance of any permit or license affected by this approval, please bring a copy of this letter
with you when applying for any permits or licenses that require this prior development approvaL
In addition, please be aware that an appeal of a Level One approval (Flexible Standard
Development) may be initiated by a property owner abutting the property which is the subject of
the approval within seven days of the date the development order is issued. A copy of the
Development Order is being sent to the surrounding property owners, The filing of an
application/notice of appeal shall stay the effect of the decision pending the final determination
of the case, The appeal period for your case will expire on December 12, 2001,
If you have any questions, please do not hesitate to call Mark Parry, Planner at 562-4558,
C nthia H. Tara ani, AICP
Planning Director
CC: Mr. Matthew Bogdovitz
Surrounding property owners
S:\Planning Department\C D BlStandard FlexVnnactive or Finished Cases\Gulfto Bay 2760 Bayrock Mobile -
Approvelf.,Gulf to Bay 2760 DEVELOPMENT ORDER-doc
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CLEARWATER
PLANNING DEPARTMENT
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLEARWATER, FLORIDA 33756
TELEPHONE (727) 562-4567 FAX (727) 562-4576
LONG RANGE PlANNING
DEVELOPMENT REvIEW
HOUSING DIVISION
NEIGHBORHOOD SERVICES
May 30, 2000
Mr. Adam Dionna
Stillwater Technologies, Inc.
1 S. Orange A venue
Suite 500
Orlando, FL 32801
FilE
Application for Flexible Standard development approval (FLS 00-05-38) to allow
an automobile service station in the C, Commercial District, a reduction of the
front setback from 25 feet to 10.5 feet, the side setback from 10 feet to 6.91 feet
(west property line), the rear setback from 20 feet to five feet, and reduce the
parking requirement from 99 spaces to 83 spaces.
RE:
Dear Mr. Dionna:
The Planning staff has reviewed your application to allow the above requests and
determined that the application is complete. The application has been entered into the
Department's filing system.
The date the Development Review Committee will review the application for sufficiency
on April 12, 2001 in the Planning Department conference room - Room 216 - on the
second floor of the municipal service building, 100 South Myrtle Avenue in Clearwater.
Please call Sandy Harriger at 562.4528 no earlier than one week prior to the meeting date
for the approximate time that your case will be reviewed.
You or your client must be present to answer any questions that the committee may have
regarding your application.
Sincerely yours,
./
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Ma;{ Parry
Planner
..:.,
S:!Planning DepartmentlC D BIStandard FlexlPending Cases!3 - Up jor the Next DRCIGulfto Bay 2760 Bayrock MobilelGlIlfto
Bay 2760 complete 2.doc
BRIAN]. AUNGST, MAYOR-COMMISSIONER
].B. JOHNSON, VICE MAYOR-COMMISSIONER
ED HART, COMMISSIONER
*
BOB CLARK, COMMISSIONER
F. DAVID HEMERICK, COMMISSIONER
"EQUAL EMPLOYMENT AND AFFIRMATNE ACTION EMPLOYER"
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From:
Sent:
To:
Cc:
Subject:
Jones, Gary
Friday, May 12, 2000 12:58 PM
'etitan@tampabay.rr.com'
Fierce, Lisa
Clearwater Sonny's BBQ Site
Mr. Titan,
I wanted to touch base with you regarding the Sonny's Site adjacent to the Park Place development. It is my
interpretation that there is a strong case for cross access between the two developments for several reasons I won't go
into at this time. However, there have been amendments to the original DRI development order master plan which need
to be reviewed.
The issue with these amendments is their lack of detail regarding internal access points. We will need to discuss with
City Legal and will notify you of our decision.
Thanks,
Gary Jones
Clearwater Planning Dept
727-327-6413
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Page 1 of 1
Fierce, Lisa
From: Stone, Ralph
Sent: Tuesday, April 11, 2000 12:34 PM
To: Fierce, Lisa; Parry, Mark
Subject: FW: Sonny's BBQ / Exxon Site on SR60
fyi
-----Original Message-----
From: Edward Titen [mailto:etiten@tampabay.rr.com]
Sent: Tuesday, April 11, 200010:17 AM
To: Ralph Stone
Cc: Cynthia Hardin
Subject: Sonny's BBQ / Exxon Site on SR60
Dear Ralph and Cynthia,
I just wanted to let both of you know how much I appreciated you meeting with me yesterday, especially so
late in the day. I thank you for your candor and desire to help make this a successful project. In discussing
this matter with the Exxon owners of the property, I have communicated to them your commitment to deal
with the issues at hand in a fair and reasonable manner as they may apply to the old and new codes. I also
conveyed to them that there are some advantages to the new codes regarding setbacks, buffers and parking
that may be in our best interest even though we may have to increase the quality of some of our landscape
materials. I have notified Adam Dionna the Civil Engineer and he will be sending you the final site plan on
Thursday, that I need approved to meet my Franchise minimum requirements. I have asked Adam to call
you to set up a meeting with me in attendance so that you can explain to him what documents he will need to
prepare for you and your staff, to start the site plan approval and lot split process. I also wanted to let you
know that I am very thankful for your making the signage suggestion for creating two separate monument
signs, this was received favorably by the Franchisor. When we meet I will discuss with you in greater detail
the signage issue so that I can convey this to my architect so he can begin the monument design process. In
addition, even though time is of the essence it is not nearly as important as getting the project processed
correctly. If it is going to take some time to get the building the parking setbacks approved as shown on my
site plan, then that's the route I need to travel. I am desirous of your help in making sure that my site plan
and facility can operate in the most efficient manner so that it is an asset to the community.
Thanks very much again,
Edward M. Titen
President
04/21/2000
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From:
Sent:
To:
Subject:
Hardin, Cyndi
Wednesday, December 15,19994:20 PM
Fierce, Lisa; Parry, Mark
FW: Billboard Removal
:' ~'. '-'7) /J'~
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I am not sure if I forwarded this to you two previously. Another request afterthe fact -after the site plan approved. Please
review, discuss with Don to get the history and let me know if we can help Don in his enforcement. thanks.
-----Original Message-----
From: Bohr, Don
Sent: Wednesday, November 24, 1999 1 :31 PM
To: Stone, Ralph; Hardin, Cyndi
Cc: Kronschnabl, Jeff; Hall, Bob; Akin, Pam; Dougall-Sides, Leslie; Garriott, Kevin
Subject: Billboard Removal
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Outdoor Systems has billboards located on two properties which are in the process of having permits
issued for development or redevelopment. The properties are:
---.:::;;
2760 Gulf to Bay, Bay Rock Exxon
Please make sure that the billboards are removed as a condition for issuing the permits. The
billboards have been cited as code violations.
~ Lisa
.
.
~~
From:
Sent:
To:
Subject:
Fierce, Lisa
Tuesday, December 28, 1999 5:05 PM
Bohr, Don
RE: Billboard Removal
fyi, ralph and i met with someone who represents the exxon site. he indicated his client would be seeking site plan
approval of a revised plan. dont know when he might submit. i will contact him and let him know there is still a billboard
problem with the site. ok?
-----Original Message-----
From: Bohr, Don
Sent: Tuesday, December 28, 1999 4:02 PM
To: Hardin, Cyndi
Cc: Kronschnabl, Jeff; Hall, Bob; Fierce, Lisa; Stone, Ralph
Subject: RE: Billboard Removal
Last week I assembled the cases and gave them to Carol to prepare Affidavits of Violation and
Requests for Hearings so that they may proceed to the MCEB if they do not come into
compliance.
-----Original Message-----
From: Hardin, Cyndi
Sent: Tuesday, December 28, 1999 3:44 PM
To: Bohr, Don
Cc: Kronschnabl, Jeff; Hall, Bob; Fierce, Lisa; Stone, Ralph
Subject: RE: Billboard Removal
Don, what is the enforcement status of these two signs? Please let me know. thanks.
-----Original Message-----
From: Bohr, Don
Sent: Wednesday, November 24, 1999 1 :31 PM
To: Stone, Ralph; Hardin, Cyndi
Cc: Kronschnabl, Jeff; Hall, Bob; Akin, Pam; Dougall-Sides, Leslie; Garriott, Kevin
Subject: Billboard Removal
Outdoor Systems has billboards located on two properties which are in the process of
having permits issued for development or redevelopment. The properties are:
2516 Gulf to Bay, Car Spa
2760 Gulf to Bay, Bay Rock Exxon
Please make sure that the billboards are removed as a condition for issuing the permits.
The billboards have been cited as code violations.
~ '{
Fiercf!, Lisa
--;_.,-
.
.
From:
Sent:
To:
Subject:
Hardin, Cyndi
Thursday, March 16,20004:06 PM
Fierce, Lisa
RE: meeting regarding exxon on gulf-to-bay
thanks for the update. we can discuss in case review Monday. thanks.
-----Original Message-----
From: Fierce, Lisa
Sent: Thursday, March 16, 2000 3:54 PM
To: Gust, Mike; Parry, Mark
Cc: Hardin, Cyndi; Bohr, Don
Subject: meeting regarding exxon on gulf-to-bay
~~
~
adam deona (sp?) wants to meet with us to discuss site plan changes for this project. he says he is changing the fast
food component to sit down restaurant (sonny's bbq), among other things. he wants to talk about a lot split,
landscaping, circulation, phasing of project, timeframes, etc... apparently he is covered under the old code (?).
how does monday 3/27 look in the a.m.? please let me know and i will set something up.
ch: i asked him if the billboard has come down yet. it is scheduled for hearing with the mceb next week. they want
to know how they can modify it to keep it! db: do you have any other information on this?
5. That the applicant submit a lett.ting the history/negotiation related to the sh~arking agreement,'
including City officials involve. his area needs to be graphically delineated o~site plan;
6. That a five-foot sidewalk be provided along the service road frontage;
7. That the driveway radius meet Code, per Fire Department;
8. That a permit be secured regarding the well within 200 feet of the property; prior to issuance of building permit;
9. That the landscape plan be amended including a hedge along the north property line, in accord with Code, Live
Oaks be used in lieu of Laurel Oaks, and details be provided of the plant material within the detention basin
(littoral shelf);
10. That the tree deficit be resolved by payment or planting, as part of a separate discussion with staff (reviewing
any old agreements and code requirements);
11. That the required tree removal and clearing and grubbing permits be obtained, with approved site plans; and
12. That signage comply with Code.
(The applicant discussed the possibility of raising the shelVgravel driveway on the park property to the north. Staff
will refer this issue to the Parks and Recreation Department.)
4.
Case: FLS 00-05-38- 2760 Gulf-to-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-to-Bay Boulevard, across from Sky Harbor
Drive.
Zoning: C, Commercial District.
Request: Flexible Standard Development approval to reduce the front setback from 25 feet to
10.5 feet, reduce the side setback from 10 feet to 6.91 feet (west property line), reduce the rear
setback from 20 feet to five feet, reduce the parking requirement from 99 spaces to 83 spaces, and
approval of a gas station use.
Proposed Use: A 3,000 square foot convenience store with eight gas pumps and 5,600 square foot
restaurant.
Presenter: Mark Parry, Planner.
\,()0
\Q.
ACTION: The DRC recommended approval of this application with the following conditions:
1. That the billboard be removed prior to issuance of the building permit;
2. That a second fire hydrant be provided within 300 feet of each building;
3. That the site circulation be addressed (regarding the tank trunk and four-way intersection central to the site) to
meet engineering standards;
4. That the landscape plan be revised expanding the southern, internal island (with trees), providing a tiered effect
on the west property line, provide two-inch crape myrtle (not 1 12 inches); and providing additional (3) sabal
palms along the western curb cut;
5. That an FDOT access permit be submitted, regarding access along Gulf-to-Bay Boulevard;
6. That planters be provided in lieu of foundation planting along the east side of the Sonny's site;
7. That approved SWFMD and Army Corps of Engineers permits, be provided regarding the adjustment of the
wetland jurisdictional line, prior to issuance of building permit;
8. That a written agreement be provided regarding cross access with the parcel to the north, if possible;
9. That the dumpster serving the convenience center be relocated to accommodate trash collection;
10. That staff contact the applicant's Certified Arborist about the survival rate of the 29-inch live oak tree and staff
determine if it should be preserved (all techniques are utilize to preserve the 29-inch live oak);
11. That the remediation plan regarding site contamination be provided to staff to determine regarding the
preservation of the tree;
12. That the four percent open space impact fee be paid prior to issuance of the Development Order; and
13. That signage meet Code.
DRC action agenda - 6.8.00 - page 3
5.
Case: FLS 00-05-37 - 2764 Sunset Point Road
J
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.
PL5
1 :30 p.m.
1/pJ ~
Case: FLS 00-05- 6- 2760 Gulf-to-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-to-Bay Boulevard, across from Sky Harbor
Drive.
Zoning: C, Commercial District.
Request: Flexible Standard Development approval to reduce the front setback from 25 feet to
10.5 feet, reduce the side setback from 10 feet to 6.91 feet (west property line), reduce the rear
setback from 20 feet to five feet, reduce the parking requirement from 99 spaces to 83 spaces, and
approval of a gas station use.
Proposed Use: A 3,000 square foot convenience store with eight gas pumps and 5,600 square foot
restaurant.
Presenter: Mark Parry, Planner.
Attendees included: THE APPLICANT DID NOT ATTEND THE MEETING, it will need to be rescheduled to a
later DRC date.
The DRC reviewed this application with the following comments:
1. Dumpster enclosure not accessible 10' lane not wide enough for our trucks;
2. Turn the two parking spaces at the north side of the site into a double dumpster to service both the Mobil
Station and Future Food Service building;
3. All parking including handicap spaces to meet City standards;
4. Verify lane designation at main exit (i.e. DOT permit issued and it matches across the street);
5. Verify truck tanker path (prove truck does not have back into driveway);
6. Change pavement arrow at south side of food service to left arrow;
7. FDOT access permits approved prior to building permit;
8. Site plan must meet all current Code requirements including all setbacks and parking requirements: need 25
feet on GTB, 10 feet on east and west sides and 20 feet on north side;
9. Continue efforts to preserve the 29 inch oak tree - this tree must be shown all sets of site plans -redesign area
around tree to retaining wall.laeration system along the retention pond along Gulf to Bay (east of drive
entrance)
10. That the applicant's certified arborist work with staff to discuss the survival rate of the 29 inch oak tree - use
all techniques to preserve
11. That the remediation plan regarding site contamination be provided to staff to determine regarding the
preservation of the tree
12. That the four percent open space impact fee be paid prior to the issuance of the development order
13. Need stormwater calculations to be submitted - need to meet FDOT, County and city regulations
14. Need second fire hydrant within 300 feet of each building
15. Signal loop maintenance agreement - need agreement to allow city maintenance of traffic signal detection loop
on private property
16. Relocate stormwater pipe to preserve trees in the landscape island on the west property line;
17. Show how site will be cleaned up
18. Stormwater will need to meet City requirements;
19. Gasoline tanks may not fall within any easements;
20. Water service lines to be separate from hydrant;
21. Backflow preventor devices will be required;
22. Remove asphalt from the drive on the north side of the property;
23. Will require appropriate easements for all utilities that will be maintained by the City;
24. Will the site be platted into two properties?;
25. There are encroachments along the east side of the property;
26. Require a letter from St. Pete to allow flatwork within the water line easement prior to DO;
27. Will the water be recycled in the car wash - water may not be dumped immediately into the pond - treatment
required;
28. Need to see elevations of buildings
29. Signage to meet code; must remove billboard prior to issuance of building permit;
30. A 4% Open Space impact fee still needs to be addressed for this project (convenience store/gas
station/restaurant) .
31. Need to add a right pavement arrow for restaruant parking; need do not enter sign for one way lane on the west
side of the restaurant.
------------------------------------------------------------------------------------------------------------------------------------------------
r
.
.
Parry, Mark
From:
Sent:
To:
Subject:
Parry, Mark
Friday, April 13, 2001 8:08 AM
'Adionna@stillwatertech.com'
RE: gulf to bay Exxon
I received the revised site plans on March 21. I responded on April 3 to advise you on Code requirements. Keep in mind
that the project has been sitting around for about a year.
Staff has no leeway to reduce setbacks for gas stations - the Code simply doesn't allow for it. All setbacks are measured
from the property line. Staff is not permitted to allow an aggregate setback between properties.
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Thursday, April 12, 2001 12:20 PM
To: 'Parry, Mark'
Subject: RE: gulf to bay Exxon
Mark
I certainly do apologize, but based on my clients request and the recent
information from your office regarding buffer criteria, I didn't think we
would gain much at this meeting without a revised plan. Please forward my
apology to the other DRC members.
If we are to adhere to the current buffering criteria, the entire site plan
will have to be revised, and frankly, I don't think we can make it work
(based on developers criteria). If I had known two weeks ago that we were
no longer recognizing the criteria acknowledged for the initial site plan
and the Sonny's site plan, we never would have submitted for DRC review.
must say that this recent information and decision by your office is
devastating to this project. In the interim I will discuss these new issues
with my client and determine our next step.
It should be noted that the buffering you are now requiring in the rear will
compliment the existing 20' buffer adjacent to the existing parking lot.
This scenario would create a 40 buffer between paved areas. Additionally,
the westerly side setback of 10' will be adjacent to the retention feature
of the neighboring property. We presently are proposing 7', as was
originally approved. It would seem, based on adjacent improvements, that
the enlarged buffers do not meet the intent of the new code and would hope
your office could have the same understanding or interpretation.
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Thursday, April 12, 2001 10:24 AM
To: 'Adionna@stillwatertech.com'
Subject: RE: gulf to bay Exxon
I got you voice mail about postponing today's DRC meeting. I guess that
just means we'll have to take an extra long lunch or something. I don't no
how I'm going to break that the DRC members.
The next deadline date is April 19 (next week). That will result in a May
1
r
10,2001 DRC. The next deadline dat.er that is May 24 for June 14 DRC.
Let me know if you'd like to meet at some point. Next week is bad for,
though. Completely booked through the end of the week.
.
Mark
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Thursday, March 15, 2001 9:01 AM
To: 'Parry, Mark'
Subject: RE: gulf to bay Exxon
MARK
THANX FOR THE REPLY. THE CARWASH WAS MOST DEFINITELY PART OF THE ORIGINAL
APPROVAL. IF YOU OVERLAY THE SITE PLAN WITH THE PREVIOUSLY APPROVED, THERE
ALMOST IDENTICAL. I CAN'T SEEM TO FIGURE WHAT HAS DRASTICALLY CHANGED. IN
ANY EVENT I WILL MEET WITH MIKE GUST AND WOULD STILL LIKE TO TALK TO YOU
SOME TIME NEXT WEEK. PERHAPS MONDAY. THIS CALL SHOULDN'T LAST MORE THAN TEN
MINUTES OR SO. PLS LET ME KNOW AND WE'LL GO FROM THERE. THANX AGAIN MARK
AND WILL TALK TO YOU SOON.
PS - WE WILL ALSO PREPARE FOR THE 22ND INTAKE AND DO APPRECIATE THE LENIENCY
WITH PREVIOUS AND NEW CODE CRITERIA.
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Thursday, March 15, 2001 8:29 AM
To: 'Adionna@stillwatertech.com'; Fierce, Lisa
Subject: RE: gulf to bay Exxon
I'll be in a DRC meeting all day and am booked on Friday - next week will be
equally tough with a COB meeting all day Tuesday and various other meetings
through each day all week.
The real problem is that the site plan has changed with the addition of the
car wash. None of the DRC members remember a car wash on the last
incarnation. The consensus was that they would all like to formally review
it again.
Keep in mind that this project was last seen by the DRC almost a year ago.
That the site plan is picking up some stuff from a code that was replaced
over two years ago and that the current code changed a bit 9 months ago.
Also keep in mind that we typically keep an inactive site plan on file for 6
months and then consider it withdrawn. At that point an applicant can
either keep it withdrawn or reapply including submitting all applicable
fees.
I am suggesting keeping your application active and simply giving the DRC
the opportunity to properly review you site plan with you present to answer
any question that come up (so far there are quite a few).
It would not be advisable to make separate meetings with each DRC member to
garner comments - often times, conflicts occur between various member's
comments. These are usually easily rectified with everyone in the room at
the same time.
2
.
.
I need to have a full submission by March 22, 2001 in order for you to be
placed on the April 12, 2001 DRC.
A full submission would include copies of the original application,
affidavit of authorization, signed and sealed surveys, site plans and
landscape plans (please make sure that they match)and any and all applicable
permits, permit applications, environmental studies, etc. Again, despite
that fact that the application has been inactive for almost one year, the
full application fee of $475 will not be necessary provided the above items
are received by the 22nd of this month.
Thanks,
Mark Parry
Planner
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, March 14,2001 5:12 PM
To: 'Parry, Mark'
Subject: RE: gulf to bay Exxon
MARK
IT SOUNDS LIKE THERE ARE ONLY A FEW ISSUES BEYOND THE FDOT AND SWFWMD
PERMITS (WE SECURED THESE A YEAR AGO). I WOULD LIKE TO HAVE A CONF. CALL
WITH YOURSELF AND GREG CRAWFORD SOMETIME TOMORROW. IS 1 0:00AM OK. PLS
ADVISE. THANX.
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@c1earwater-fl.com]
Sent: Wednesday, March 14,2001 1 :33 PM
To: 'Adionna@stillwatertech.com'; Downes, Tom; Fierce, Lisa; Glenn, Tom;
Gust, Mike; Hinder, Randy; Maran, Robert; Melone, Donald; Quillen,
Michael; Richter, Debbie
Subject: RE: gulf to bay Exxon
Adam,
this is definitely going to have to go back to DRC for review.
Most of the comments have been missed:
1. The billboard issue - this can be handled prior to issuance of a building
permit
2. A fire hydrant is not evident on the site plan
3. Mike Gust is not convinced that the truck circulation route will work
4. The landscape plan does not match the site plan at all. The tree sizes
have not been changed
5. FDOT permit is required PRIOR to building permit - not during
6. Planting will be required for ANY building proposed - Sonny's or
otherwise and this must be addressed PRIOR to issuance of a development
order
7. SWFMD permits must be handled PRIOR to issuance of a building permit
8. Regarding the connection to the property to the north - we'll need an
3
. affidavi't that there is not agreement or !ement - Staff believes there may .
be one.
9. The dumpster location does not work
10. staff condition
11. Remediation program plan must be provided to staff prior to issuance of
a development order
12. open space still needs to be paid
13. when will signage be submitted?
On top of all that, the site plan is fairly different than what went to DRC
in the first place. Keep in mind that we were still honoring conditions of a
Code that has been replaced for two and half years and that you went through
DRC alomst one year ago.
The site plan really needs to formally revisited.
Please submit 13 sets of site plans, and landscape plans by the 22nd of this
month in order to placed on the April 16 DRC. Please include, all required
information as outlined above and copies of the original application.
Mark Parry, Planner
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com)
Sent: Tuesday, February 27,2001 11 :09 AM
To: 'Parry, Mark'
Subject: gulf to bay exxon
hey mark
we have not forgotten about you and you should be in receipt of our site
plan package. pis call to confirm and ensure you have everything you need.
plus i need to update you on the billboard issue. i really d appreciate to
your help and look forward to talking to you soon. my number is 407 206
7222 x103
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-f1.com)
Sent: Monday, November 20,20008:12 AM
To: 'Adionna@stillwatertech.com'
Subject: RE: Regarding the message below:
Please send a site plan showing what it is that you'd like to do now.
Mark
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com)
Sent: Friday, November 17, 2000 5:24 PM
To: 'Parry, Mark'
Subject: RE: Regarding the message below:
Mark
Thanx for the reply! Just to confirm our intention, we are planning to
construct just the convenience store at this time along with infrastructure.
4
. We ar~ proposing to utilize the initial sllan with carwash. Sonny's is
not materializing at this point. Pis call or write to confirm.
.
thanx and regards
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Friday, November 17, 2000 8:31 AM
To: 'Adionna@stillwatertech.com'
Cc: Fierce, Lisa; Givens, Ryan
Subject: RE: Regarding the message below:
I assume that all the criteria below will be met. If so, send five copies
of the site plan and sign program. Keep in mind that signage is based on
square footage of building facade facing the street frontage. Therefore,
the signage for the site looks like it'll be based on the Mobil station
building only. Here are the criteria as far as I know.
The following conditions still need to be addressed.
1. That an FOOT access permit be submitted, regarding access along
Gulf-to-Bay Boulevard;
2. That planters be provided in lieu of foundation planting along the
east side of the Sonny's site;
3. That approved SWFMD and Army Corps of Engineers permits, be provided
regarding the adjustment of the wetland jurisdictional line, prior to
issuance of building permit;
4. That a written agreement be provided regarding cross access with the
parcel to the north, if possible;
5. That staff contact the applicant's Certified Arborist about the
survival rate of the 29-inch live oak tree and staff determine if it should
be preserved (all techniques are utilize to preserve the 29-inch live oak);
6. That the remediation plan regarding site contamination be provided
to staff to determine regarding the preservation of the tree;
7. That the four percent open space impact fee be paid prior to
issuance of the Development Order; and
8. That signage meet Code.
Remember that we're still looking to get you a development order. You need
that before you can submit for building permit.
Mark Parry
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, November 15, 2000 2:33 PM
To: 'Parry, Mark'
Subject: RE: Regarding the message below:
Mark
Greetings to you. Bayrock Energy, the property owner, has decided to move
forward the construction of just the convenience store in accordance with
the originally submitted and approved site plan. We are amicable to
5
. prOVidi~9 the same level of landscape .il and setback as provided with .
the Sonny's version. We are also ready to address all the city's comments as
described below, including the billboard.
Since final engineering was approved with the initial site plan, these plans
should be considered complete, and only a phasing plan should be required at
this time. Please note that all infrastructure will be built during this
phase so only a pad and surrounding area would be undeveloped. If you feel
this change in direction warrants a meeting, please advise and will be there
at your request. in any event, please write or call to discuss your
position on these issues. Thank you for your anticipated dcooperation and
hopefully we'll talk to you soon.
Thanx and regards
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Tuesday, October 17, 2000 8:38 AM
To: 'Adionna@stillwatertech.com'
Subject: Regarding the message below:
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, October 11, 2000 5:32 PM
To: Ifierce@clearwater-fl.com
Subject: mobil at sr 60
hi lisa
how have you been? hope all is ok. could you please call me to discuss the
latest site plan issues and the use for the other outparcel. as soon as
possible would be greatly appreciated. thanx and regards
407.206.7222 x 103
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
The following conditions still need to be addressed.
1. That an FDOT access permit be submitted, regarding access along
Gulf-to-Bay Boulevard;
2. That planters be provided in lieu of foundation planting along the
east side of the Sonny's site;
3. That approved SWFMD and Army Corps of Engineers permits, be provided
regarding the adjustment of the wetland jurisdictional line, prior to
issuance of building permit;
4. That a written agreement be provided regarding cross access with the
parcel to the north, if possible;
5. That staff contact the applicant's Certified Arborist about the
survival rate of the 29-inch live oak tree and staff determine if it should
be preserved (all techniques are utilize to preserve the 29-inch live oak);
6. That the remediation plan regarding site contamination be provided
to staff to determine regarding the preservation of the tree;
7. That the four percent open space impact fee be paid prior to
6
. issua~ce of the Development Order; a'
8. That signage meet Code.
.
7
.
.
Parry, Mark
From:
Sent:
To:
Subject:
Parry, Mark
Thursday, April 12, 2001 10:24 AM
'Adionna@stillwatertech.com'
RE: gulf to bay Exxon
I got you voice mail about postponing today's DRC meeting. I guess that just means we'll have to take an extra long lunch
or something. I don't no how I'm going to break that the DRC members.
The next deadline date is April 19 (next week). That will result in a May 10, 2001 DRC. The next deadline date after that
is May 24 for June 14 DRC.
Let me know if you'd like to meet at some point. Next week is bad for, though. Completely booked through the end of the
week.
Mark
-----Original Message-----
From: Adam Dionna (mailto:Adionna@stillwatertech.com]
Sent: Thursday, March 15, 2001 9:01 AM
To: 'Parry, Mark'
Subject: RE: gulf to bay Exxon
MARK
THANX FOR THE REPLY. THE CARWASH WAS MOST DEFINITELY PART OF THE ORIGINAL
APPROVAL. IF YOU OVERLAY THE SITE PLAN WITH THE PREVIOUSLY APPROVED, THERE
ALMOST IDENTICAL. I CAN'T SEEM TO FIGURE WHAT HAS DRASTICALLY CHANGED. IN
ANY EVENT I WILL MEET WITH MIKE GUST AND WOULD STILL LIKE TO TALK TO YOU
SOME TIME NEXT WEEK. PERHAPS MONDAY. THIS CALL SHOULDN'T LAST MORE THAN TEN
MINUTES OR SO. PLS LET ME KNOW AND WE'LL GO FROM THERE. THANX AGAIN MARK
AND WILL TALK TO YOU SOON.
PS - WE WILL ALSO PREPARE FOR THE 22ND INTAKE AND DO APPRECIATE THE LENIENCY
WITH PREVIOUS AND NEW CODE CRITERIA.
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Thursday, March 15, 2001 8:29 AM
To: 'Adionna@stillwatertech.com'; Fierce, Lisa
Subject: RE: gulf to bay Exxon
I'll be in a DRC meeting all day and am booked on Friday - next week will be
equally tough with a CDB meeting all day Tuesday and various other meetings
through each day all week.
The real problem is that the site plan has changed with the addition of the
car wash. None of the DRC members remember a car wash on the last
incarnation. The consensus was that they would all like to formally review
it again.
Keep in mind that this project was last seen by the DRC almost a year ago.
That the site plan is picking up some stuff from a code that was replaced
over two years ago and that the current code changed a bit 9 months ago.
1
Also keep in mind that we typically keln inactive site plan on file for 6 .
months and then consider it withdrawn. At that point an applicant can
either keep it withdrawn or reapply including submitting all applicable
fees.
I am suggesting keeping your application active and simply giving the DRC
the opportunity to properly review you site plan with you present to answer
any question that come up (so far there are quite a few).
It would not be advisable to make separate meetings with each DRC member to
garner comments - often times, conflicts occur between various member's
comments. These are usually easily rectified with everyone in the room at
the same time.
I need to have a full submission by March 22, 2001 in order for you to be
placed on the April 12, 2001 DRC.
A full submission would include copies of the original application,
affidavit of authorization, signed and sealed surveys, site plans and
landscape plans (please make sure that they match)and any and all applicable
permits, permit applications, environmental studies, etc. Again, despite
that fact that the application has been inactive for almost one year, the
full application fee of $475 will not be necessary provided the above items
are received by the 22nd of this month.
Thanks,
Mark Parry
Planner
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, March 14,2001 5:12 PM
To: 'Parry, Mark'
Subject: RE: gulf to bay Exxon
MARK
IT SOUNDS LIKE THERE ARE ONLY A FEW ISSUES BEYOND THE FOOT AND SWFWMD
PERMITS (WE SECURED THESE A YEAR AGO). I WOULD LIKE TO HAVE A CONF. CALL
WITH YOURSELF AND GREG CRAWFORD SOMETIME TOMORROW. IS 1 0:00AM OK. PLS
ADVISE. THANX.
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Wednesday, March 14,2001 1 :33 PM
To: 'Adionna@stillwatertech.com'; Downes, Tom; Fierce, Lisa; Glenn, Tom;
Gust, Mike; Hinder, Randy; Maran, Robert; Melone, Donald; Quillen,
Michael; Richter, Debbie
Subject: RE: gulf to bay Exxon
Adam,
this is definitely going to have to go back to DRC for review.
2
Most -of the comments have been mi.: .
1. The billboard issue - this can be handled prior to issuance of a building
permit
2. A fire hydrant is not evident on the site plan
3. Mike Gust is not convinced that the truck circulation route will work
4. The landscape plan does not match the site plan at all. The tree sizes
have not been changed
5. FDOT permit is required PRIOR to building permit - not during
6. Planting will be required for ANY building proposed - Sonny's or
otherwise and this must be addressed PRIOR to issuance of a development
order
7. SWFMD permits must be handled PRIOR to issuance of a building permit
8. Regarding the connection to the property to the north - we'll need an
affidavit that there is not agreement or easement - Staff believes there may
be one.
9. The dumpster location does not work
10. staff condition
11. Remediation program plan must be provided to staff prior to issuance of
a development order
12. open space still needs to be paid
13. when will signage be submitted?
On top of all that, the site plan is fairly different than what went to DRC
in the first place. Keep in mind that we were still honoring conditions of a
Code that has been replaced for two and half years and that you went through
DRC alomst one year ago.
The site plan really needs to formally revisited.
Please submit 13 sets of site plans, and landscape plans by the 22nd of this
month in order to placed on the April 16 DRC. Please include, all required
information as outlined above and copies of the original application.
Mark Parry, Planner
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Tuesday, February 27,2001 11 :09 AM
To: 'Parry, Mark'
Subject: gulf to bay exxon
hey mark
we have not forgotten about you and you should be in receipt of our site
plan package. pis call to confirm and ensure you have everything you need.
plus i need to update you on the billboard issue. i really d appreciate to
your help and look forward to talking to you soon. my number is 407 206
7222 x1 03
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Monday, November 20,20008:12 AM
To: 'Adionna@stillwatertech.com'
Subject: RE: Regarding the message below:
Please send a site plan showing what it is that you'd like to do now.
3
Mark
.
.
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Friday, November 17, 2000 5:24 PM
To: 'Parry, Mark'
Subject: RE: Regarding the message below:
Mark
Thanx for the reply! Just to confirm our intention, we are planning to
construct just the convenience store at this time along with infrastructure.
We are proposing to utilize the initial site plan with carwash. Sonny's is
not materializing at this point. Pis call or write to confirm.
thanx and regards
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Friday, November 17, 20008:31 AM
To: 'Adionna@stillwatertech.com'
Cc: Fierce, Lisa; Givens, Ryan
Subject: RE: Regarding the message below:
I assume that all the criteria below will be met. If so, send five copies
of the site plan and sign program. Keep in mind that signage is based on
square footage of building facade facing the street frontage. Therefore,
the signage for the site looks like it'll be based on the Mobil station
building only. Here are the criteria as far as I know.
The following conditions still need to be addressed.
1. That an FDOT access permit be submitted, regarding access along
Gulf-to-Bay Boulevard;
2. That planters be provided in lieu of foundation planting along the
east side of the Sonny's site;
3. That approved SWFMD and Army Corps of Engineers permits, be provided
regarding the adjustment of the wetland jurisdictional line, prior to
issuance of building permit;
4. That a written agreement be provided regarding cross access with the
parcel to the north, if possible;
5. That staff contact the applicant's Certified Arborist about the
survival rate of the 29-inch live oak tree and staff determine if it should
be preserved (all techniques are utilize to preserve the 29-inch live oak);
6. That the remediation plan regarding site contamination be provided
to staff to determine regarding the preservation of the tree;
7. That the four percent open space impact fee be paid prior to
issuance of the Development Order; and
8. That signage meet Code.
Remember that we're still looking to get you a development order. You need
that before you can submit for building permit.
Mark Parry
4
.
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, November 15, 20002:33 PM
To: 'Parry, Mark'
Subject: RE: Regarding the message below:
Mark
Greetings to you. Bayrock Energy, the property owner, has decided to move
forward the construction of just the convenience store in accordance with
the originally submitted and approved site plan. We are amicable to
providing the same level of landscape detail and setback as provided with
the Sonny's version. We are also ready to address all the city's comments as
described below, including the billboard.
Since final engineering was approved with the initial site plan, these plans
should be considered complete, and only a phasing plan should be required at
this time. Please note that all infrastructure will be built during this
phase so only a pad and surrounding area would be undeveloped. If you feel
this change in direction warrants a meeting, please advise and will be there
at your request. in any event, please write or call to discuss your
position on these issues. Thank you for your anticipated dcooperation and
hopefully we'll talk to you soon.
Thanx and regards
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
-----Original Message-----
From: Parry, Mark [mailto:MParry@clearwater-fl.com]
Sent: Tuesday, October 17, 20008:38 AM
To: 'Adionna@stillwatertech.com'
Subject: Regarding the message below:
-----Original Message-----
From: Adam Dionna [mailto:Adionna@stillwatertech.com]
Sent: Wednesday, October 11, 2000 5:32 PM
To: Ifierce@clearwater-fl.com
Subject: mobil at sr 60
hi lisa
how have you been? hope all is ok. could you please call me to discuss the
latest site plan issues and the use for the other outparcel. as soon as
possible would be greatly appreciated. thanx and regards
407.206.7222 x 103
Stillwater Technologies, Inc.
Adam A. Dionna, Vice President
Land Development
The following conditions still need to be addressed.
1. That an FDOT access permit be submitted, regarding access along
Gulf-to-Bay Boulevard;
5
.
. .
2. That planters be provided in lieu of foundation planting along the
east side of the Sonny's site;
3. That approved SWFMD and Army Corps of Engineers permits, be provided
regarding the adjustment of the wetland jurisdictional line, prior to
issuance of building permit;
4. That a written agreement be provided regarding cross access with the
parcel to the north, if possible;
5. That staff contact the applicant's Certified Arborist about the
survival rate of the 29-inch live oak tree and staff determine if it should
be preserved (all techniques are utilize to preserve the 29-inch live oak);
6. That the remediation plan regarding site contamination be provided
to staff to determine regarding the preservation of the tree;
7. That the four percent open space impact fee be paid prior to
issuance of the Development Order; and
8. That signage meet Code.
6
""
.
.
CITY OF CLEARWATER
PLANNING DEPARTMENT
STAFF REPORT FOR 4/12/01 DRC MEETING
BACKGROUND INFORMATION:
APPLICANT:
CASE NUMBER:
PROPERTY LOCATION:
REQUEST:
ZONING:
EXISTING USE:
ADJACENT LAND USES:
North:
South:
East:
West:
STAFF ANALYSIS
Bayrock Energy, Inc.
FLS 00-05-38
FILE COpy
2760 Gulf to Bay Boulevard.
Application for Flexible Standard development approval to
allow an automobile service station in the C (Commercial)
District.
"C", (Commercial District)
Vacant
office/ vacant (proposed office)
Retail sales and service
Retail sales and service
Restaurant
The applicant is proposing to construct a 3,000 square foot automobile service station in
the C (Commercial) District and a 5,000 square foot restaurant.
Page 1
"
.
.
Flexibility Criteria
Automobile Service Stations:
1. The parcel proposed for development is not contiguous to a parcel of land
which is designated as residential in the Zoning Atlas;
The parcel is not contiguous to any parcel of land designated as Residential in the
Zoning Atlas.
2. The use does not involve the overnight, outdoor storage of automobiles;
The use will not involve the overnight, outdoor storage of automobiles.
3. No more than two (2) service bays front on a public street.
No service bays are proposed.
STAFF RECOMMENDATION:
Staff believes that the business, as described above, complies with the standards for
approval and that the proposed business is in harmony with the character of adjacent
properties, will not hinder development on adjacent properties, not adversely affect the
health or safety of persons in the neighborhood, and is consistent with the community
character of the immediate area.
Staff recommends APPROV AL of the request by Bayrock Energy, Inc. to locate an
Automobile Service Station within the C (Commercial) District at 2760 Gulf to Bay
Boulevard.
S:IP/anning DepartmentlC D BIStandard FlexlPending Cases I Gu/fto Bay 2760 Bayrock Mobi/eIGu/fto Bay 2760 report. doc
Page 2
.
.
CHECKLIST FOR STANDARD DEVELOPMENT
Name:
Address:
Legal Description:
File Number:
Proposed Use:
Zoning District:
Former Zoning District:
Bayrock Energy, Inc.
2760 Gulf to Bay Boulevard
seeB.hid I:
FL~
Automobile Service Station/Restaurant
C - Commercial
CG - Commercial General
PROPOSED
REQUIRED
O.K.
NOT O.K.
PLANNER:
Mark T. Parry
1. PERMITTED USE
2. COUNTY WIDE PLAN
DENSITY:
FLOOR AREA
ISR
3. DISTIRCT MINIMUM
STANDARDS
LOT SIZE
FLAG LOT (3-105)
LOT WIDTH
MAXIMUM HEIGHT
FRONT SETBACK
SIDE SETBACK
REAR SETBACK
Automobile Service Automobile Service OK
StationlRestaurant StationlRestaurant
N/A N/A N/A
0.09 0.55 N/A
0.59 0.95 OK
96,703 sq.ft. 96,703 sq.ft. OK
N/A N/A N/A
360 feet 360 feet OK
25 feet - Automobile 35' - 50' OK
Service Station
35 feet - restaurant
Restaurant: 10 feet 25 feet NOT OK -
Service Station: 23 feet both
Restaurant - west side 8' 10 feet OK- NOT OK -
Service Station - east service restaurant
side: 70 feet station
Restaurant - north: 5' 20 feet NOT OK-
Service Station - north: restaurant
5' or servIce
station
.
.
PROPOSED REQUIRED O.K. NOT O.K.
# OF PARKING SPACES Restaurant: 68 spaces Restaurant: 84 OK- NOT OK -
Service Station: 15 Service Station: 15 service Restaurant
station
4. SETBACKS:
# OF FRONT YARDS One N/A N/A
CCC LINE Yes N/A N/A
ENCROACHMENTS N/A N/A N/A
SCENIC Yes N/A N/A
BUILDING N/A N/A N/A
PROPOSED REQUIRED OK NOT OK
PLANNER CONT.
5. PARKING
# OF SPACES N/A N/A OK
SHARED PARKING # N/A N/A N/A
PROTECTED TREES N/A N/A N/A
ANGLE N/A N/A N/A
WIDTH N/A N/A N/A
LENGTH N/A N/A N/A
# HANDICAPPED N/A N/A N/A
LENGTH N/A N/A N/A
WIDTH N/A N/A N/A
AISLE N/A N/A N/A
PARKING LOTS N/A N/A N/A
# ENTRANCES 3 =<1 OK
SURFACE N/A N/A N/A
WITHIN 600 FT N/A N/A N/A
STRIPING N/A N/A N/A
COMPREHENSIVE PRGM N/A N/A N/A
LOADING N/A N/A N/A
WIDTH N/A N/A N/A
LENGTH N/A N/A N/A
# SPACES N/A N/A N/A
DRIVE -THROUGHS N/A N/A N/A
STACKING SPACES N/A N/A N/A
6. CERTIFICATE OF
CONCURRENCY
APPROVED?
UNITY OF TITLE N/A N/A N/A
REQUIRED?
OUTDOOR LIGHTING
TYPE: :CUTOFF?
LOCATION
HEIGHT
7. DESIGN REVIEW
BOARD
APPROVED?
8. FLAG LOT
FLAG LOT DRIVE
SEPERATION
DRIVEWAY WIDTH
# OF LOTS PER DRIVE
.
N/A
N/A
N/A
N/A
N/A
N/A
.
N/A
N/A
N/A
PROPOSED REQUIRED O.K. NOT OK
9. ACCESSORY USE
STANDARDS
PRICIPLE USE EST'D? N/A N/A N/A
SIZE OF PRINCIPLE USE N/A N/A N/A
SIZE OF ACCESSORY USE N/A N/A N/A
SIZE OF EXISTING N/A N/A N/A
ACCESSORY USE
10. OUTDOOR CAFE
GREATER THAN 25% N/A N/A N/A
TOTAL FLOOR AREA N/A N/A N/A
LOCATED IN SETBACK? N/A N/A N/A
AMPLIFIED MUSIC? N/A N/A N/A
HOURS OF OPERATION? N/A N/A N/A
11. DOCKS
HARBORMASTER APP'D?
DEVIATIONS APP'D BY . I{I .
HARBORMASTER
SETBACK
LENGTH
WIDTH
TIE POLES
BOATLIFT SETBACK
# OF SLIPS
SEAWALL ELEVEATION
LANDSCAPING:
1. PERIMETER
REQUIREMENTS
# OF TREES
SIZE
# OF SPECIES
GRADE
# OF SHRUBS
SIZE
GRADE
2. INTERIOR
REQUIREMENTS
. .
FOUNDATION PLANTING
SQUARE FEET
# OF TREES
SIZE
# OF SPECIES
GRADE
# OF SHRUBS
SIZE
GRADE
GROUNDCOVER
PROPOSED REQUIRED OK NOT OK
LANDSCAPING
CONT.
3. SCENIC CORRIDOR Yes
4. IRRIGATION SYSTEM III . III
5. TREE REMOVAL
PERMIT
APPROVED?
6. CLEARING PERMIT
FIRE MARSHALL
1. FIRE LANE
2. EMERGENCY ACCESS
TRAFFIC ENG
1. ACCESS
CLASSIFICATION
DRIVEWAY SPACING
MEDIAN SPACING
REDUCED BY DIRECTOR?
SIGHT VISIBILITY
TRIANGLE
2. JOINT & CROSS
ACCESS
EASEMENT?
RECORDED EASEMENT
SUBMITTED?
3. TRAFFIC STUDY
APPROVED? N/A N/A N/A
4.0UTPARCEL
ACCESS STANDARDS N/A N/A N/A
# OF OUTPARCELS N/A N/A N/A
PROPOSED?
CIVIL ENG
1. EROSION CONTROL
APPROVED?
2. STORMWATER
DETENTION
3. SIDEWALK
4. DRIVEWAY
.
.
O.K.
NOT OK
PROPOSED
REQUIRED
SOLID WASTE
1. MECHANICAL
SCREENING
SCREENED ON 4 SIDES
SIZE OK
PARKING SPACE
REDUCTION?
LOCATION
FAX MESSAGE
CITY OF CLEARWATER .
PLANNING DEPARTMENT
MUNICIPAL SERVic-ES BUILDING
100 S MYRTLE AVE.
POBOX 4748
CLEARWATER, FL 33758-4748
OFFICE PHONE - (727) 562-4567
FAX PHONE - (727) 562-4576
TO:
Adam Dianna" Stillwater Technologies
FAX#:
407.206.7223
FROM:
Mark T. Parry Planning and Development Services City of Clearwater
Friday May I I 200 I [Pf\ l< 19.0) .
DATE:
MESSAGE:
FILE
Re: 2760 Gulf to Bay Boulevard - DRC comments
1:45 p.m.
Case: FLS 00-05-38- 2760 Gulf-lo-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-ta-Bay Boulevard, across from
Sky Harbor Drive.
Zoning: C, Commercial District.
Request: Flexible Standard Development approval to reduce the front setback from 25
feet to 10.5 feet Gulf to Bay Boulevard, reduce the side setback from 10 feet to 6.91 feet
(west property line), reduce the rear setback from 20 feet to five feet, reduce the parking
requirement from 99 spaces to 83 spaces, and approval of a gas station use.
Proposed Use: A 3,000 square foot convenience store with six gas pump islands and
2,500 square foot restaurant.
Presenter: Mark Pany, Planner.
Attendees included: Adam Diona (Parry, Gust, Melone, Glenn, Shoberg, Albee, Fierce, Cyndi
Tarapani)
The DRC reviewed this application with the following comments:
I) The site is too intense and the circulation does not work; concern about multiple traffic patterns that
are conflicting - there are too many uses on the site - Adam says carwash may go away
2) There are no vested rights to the certified site plan that expired in 2000 and there is no basis to use
that with respect to this plan;
3) Is there an option to consolidate some uses to one side of the site and reduce conflicts? Adam says it
may not be an option;
4) Too many gas pumps/islands - increased from four to six with this plan; single island setup is safer
than docble island; need to address PRIOR TO DEVELOPMENT ORDER
5) A four-percent open space impact ree is due PRIOR TO ISSUANCE OF BUILDING PERMIT.
31) Will the site be platted into two properties? Will remain one property as far as Adam knows
32) There are encroachments along the east side of the property -roof overhang;
33) Require a letter from St. Pete to allow flatwork within the water line easement prior to
DEVELOPMENT ORDER; Adam says he already has this.
34) Will the water be recycled in the car wash? Water may not be dumped immediately into the pond;
can only discharge to sanitary sewer; this may not matter if the car wash goes away;
35) Signage to meet code; must remove billboard PRIOR TO ISSUANCE OF THE BUILDING
PERMIT; need separate permits;
36)We will fax these comments to Adam Dianna on Friday, May II, 2001.
Should you have any questions, please don't hesitate in contacting me directly at 562.4558
NUMBER OF PAGES (INCLUDING THIS PAGE): Three (3)
6) No drainage calculations s.' d - need to receive these PRIOR TO DEVELOPMENT
ORDER (they must be ap; well)
7) Need stonnwater calculati . submitted - need to meet FDOT, County and city regulations
PRIOR TO DEVELOPMENT ORDER
8) Tanker path is still an issue - cannot back into right of way ~ need to address PRIOR TO
DEVELOPMENT ORDER
9) Veri f) truck tal'\b~r ratA. (pre '8 tmel: ilees Ast ha e saek iRta dFi e 'a)); PRIOR TO
YE"ELOPMENT ORYER
10) Verify lane designation at main exit (i.e. DOT permit issued and match across the street) show what
happens across the street;
11) The left turn with through lane is not good, need to change to right and through PRIOR TO
DEVELOPMENT ORDER
12) Change pavement arrow at south side of food service to left arrow; PRIOR TO DEVELOPMENT
ORDER
13) What are the hours of operation? Adam Dionna doesn't know but suggested limitation on when the
tanker can be on site and not to interfere with operation;
14) Need to add a right pavement arrow for restaurant parking; need do not enter sign for one way lane
on the west side of the restaurant. PRIOR TO DEVELOPMENT ORDER
15) Dumpster enclosure not accessible 10' lane not wide enough for our trucks; PRIOR TO
DEVELOPMENT ORDER
16) Turn the two parking spaces at the north side of the site into a double dumpster to service both the
Mobil Station and Future Food Service building; don't have to have a double enclosure but more
cost effective;
17)All parking including handicap spaces to meet City standards; PRIOR TO DEVELOPMENT
ORDER
18) FOOT access permits approved prior to building permit; PRIOR TO DEVELOPMENT ORDER
19) Need colors and materials on elevations - staff will comment on the architecture when received
PRIOR TO DEVELOPMENT ORDER
20) Continue efforts to preserve the 29 inch oak tree - this tree must be shown all sets of site plans ~
redesign area around tree to retaining wall.laeration system along the retention pond along Gulf to
Bay (east of drive entrance) PRIOR TO DEVELOPMENT ORDER
21) That the aflJ3lisaRt's seFtif.ied ar-l3sAst ark itA staffta dissHss the sur i al rate sf the 29 iRsh aak
tree [,lse all teGflniques t8 preseT'l'e; PRIOR TO ISSU""'lCE OF TilE DE"ELOPMENT
mIDER
22) That the remediation plan regarding site contamination be provided to staff to determine the
preservation of the tree; PRIOR TO ISSUANCE OF THE DEVELOPMENT ORDER - Adam
will provide information from DEP regarding this issue.
23) Need second fire hydrant within 300 feet of each building
24) Signal loop maintenance agreement - need agreement to allow city maintenance of traffic signal
detection loop on private property ~ PRIOR TO BUILDING PERMIT
25) Relocate storrnwater pipe to preserve trees in the landscape island on the west property line and at
the 29 inch oak tree; PRIOR TO DEVELOPMENT ORDER
26) Gasoline tanks may not fall within any easements; maJ Ret he aile eel itAiR the stRlstHfal seteaek?
27) Water service lines to be separate from hydrant;
28) Backflow preventor devices will be required;
29) Remove asphalt from the drive on the north side of the property;
30) Will require appropriate easements for all utilities that will be maintained by the City; PRIOR TO
CERTIFICATE OF OCCUPANCY
Case: FLS 00-05-38-Ao Gulf-to-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-to-Bay Boulevard, across from Sky Harbor
Drive.
Zoning: C, Commercial District.
Reqqest: Flexible Standard Development approval to reduce the front setback from 25 feet .to
'" VJl!)..8'feet Gulf to Bay Boulevard, reduce the side setback from 10 feet to 6.91 feet (west property
\ line), reduce the rear setback from 20 feet to five feet, reduce the parking requirement from 99
spaces to 83 spaces, and approval of a gas station use.
~ Proposed Use: A 3,000 square foot convenience store with six gas pump islands and 2,500 square
o ~- footfestaurant.
~.~enter: Mark Parry, Planner.
Attendees included: Adam Diona (Parry, Gust, Melone, Glenn, Shoberg, Albee, Fierce, Cyndi Tarapani)
.
1 :45 p.m.
The DRC reviewed this application with the following comments:
1) The site is too intense and the circulation does not work; concern about multiple traffic patterns that are
conflicting - there are too many uses on the site - Adam says carwash may go away
2) There are no vested rights to the certified site plan that expired in 2000 and there is no basis to use that with
respect to this plan;
3) Is there an option to consolidate some uses to one side of the site and reduce conflicts? Adam says it may not be
an option;
4) Too many gas pumpslislands - increased from four to six with this plan; single island setup is safer than double
island; need to address PRIOR TO DEVELOPMENT ORDER
5) A four-percent open space impact fee is due PRIOR TO ISSUANCE OF BUILDING PERMIT.
6) No drainage calculations submitted - need to receive these PRIOR TO DEVELOPMENT ORDER (they must
be approved as well)
7) Need stormwater calculations to be submitted - need to meet FDOT, County and city regulations PRIOR TO t ,,1'1
DEVELOPMENT ORDER ~ YV"" h-
8) Tanker path is still an issue - cannot back into right of way - ~d to address PRIOR TO DEVF;LOPMEN1' nJ,AltA-'-'
ORDER - Lull\-\' Ml~ Gv$ d\J~
9) Veriff truek tanker pMh (prove truck does Bot have back into driveway); PRIOR TO DEVELOPMENT \) ,
ORDER
10) Verify lane designation at main exit (i.e. DOT permit issued and match across the street) show what happens;:\ ~
across the street; (I... A "II 'l VP--
11) The left turn with through lane is not good, need to change to right and through PRIOR TO DEVELOPMENT ~:.~ 1\
ORDER ~. ~~
12) Change pavement arrow at south side of food service to left arrow; PRIOR TO DEVELOPMENT ORDER ~ \ >
13) What are the hours of operation? Adam D doesn't know but suggested limitation on when the tanker can be on UV"':l q
site and not to interfere with operation; ~...
14) Need to add a riglit pavement arrow for restaurant parking; need do not enter sign for one way lane on the west
side ofthe restaurant. PRIOR TO DEVELOPMENT ORDER
15) Dumpster enclosure not accessible 10' lane not wide enough for our trucks; PRIOR TO DEVELOPMENT
ORDER
16) Turn the two parking spaces at the north side of the site into a double dumpster to service both the Mobil Station
and Future Food Service building; don't have to have a double enclosure but more cost effective;
17) All parking including handicap spaces to meet City standards; PRIOR TO DEVELOPMENT ORDER
18) FDOT access permits approved prior to building permit; PRIOR TO DEVELOPMENT ORDER
19) Need colors and materials on elevations - staffwill comment on the architecture when received PRIOR TO
DEVELOPMENT ORDER
20) Continue efforts to preserve the 29 inch oak tree - this tree must be shown all sets of site plans -redesign area
around tree to retaining wall.laeration system along the retention pond along Gulf to Bay (east of drive entrance)
PRIOR TO DEVELOPMENT ORDER
21) That the applicant's certified arborist ',york '.vith staff to discuss the survival rate ofthe 29 inch oak tree use all
techniql:les to preserve; PRIOR TO I88U;\..~CE OF THE DEVELOPMENT ORDER
DRC action agenda - 5110/01 - Page 6
L2)./ hat the remediation plan regardine contamination be . pr~ided to staff to de ter~ the preservation of
the tree; PRIOR TO ISSUANCE. THE DEV$L<\P.N T ORD~R - m ~rovide information
from DEP regarding this issue. Cl,^ N "" ~j"
23) Need second fire hydrant within 300 feet~le~ch building
24) Signal loop maintenance agreement - need agreement to allow city maintenance of traffic signal detection loop
on private property - PRIOR TO BUILDING PERMIT
25) Relocate stormwater pipe to preserve trees in the landscape island on the west property line and at the 29 inch
oak tree; PRIOR TO DEVELOPMENT ORDER
26) Gasoline tanks may not fall within any easements; may not be allowed '.vithin the structural setback?
27) Water service lines to be separate from hydrant;
28) Backflow preventor devices will be required;
29) Remove asphalt from the drive on the north side of the property;
30) Will require appropriate easements for all utilities that will be maintained by the City; PRIOR TO
CERTIFICATE OF OCCUPANCY 0 J
31) Will the site be platted into two properties? Will remain one property as far as Adam knows
32) There are encroachments along the east side of the property -roof overhang;
33) Require a letter from St. Pete to allow flatwork within the water line easement prior to DEVELOPMENT . ~~
ORDER; Adam says he already has this. fA Cv~ ~
34) Will the water be recycled in the car wash? Water may not be dumped immediately into the pond; can only. \
discharge to sanitary sewer; this may not matter if the car wash goes away;
35) Signage to meet code; must remove billboard PRIOR TO ISSUANCE OF THE BUILDING PERMIT; need
separate permits; . \ n M l~u~().J "" 0, 6 \
36) We will fax these commeA/s '0 lldam'tfionna on Fr\9ay, May 11, 2001.
------------------------------------------------------------------------------------------------------------------------------------------------
DRC action agenda - 5/10/01 - Page 7
234
~L
~j.
26.
27.
28.
29.
30.
31.
32.
33.
34.
submitted scs type two - 24 hour ty. site less than ten acres
city policy is to use rationale metho.r sites less than ten acres
pinellas county right of way access permit prior to building permit
showing a gated entrance, need proper stacking for cars entering site
gate lock box required per fire department
TIF $953 per unit! prior to first certificate of occupancy
Plat will be required prior to issuance of first Certificate of occupancy
How do moving vans circulate on site
need preliminary plat through the drc
Need deed/covenants to show who maintains common areas - can notate on future plat
Annexation must be approved prior to issuance of any building permits
,
11 :30 a.m. Case: FLS 01-03-16 - 2510 Sunset Point Road
Owner/ Ap~ant: Mr. Charles Scalisi.
Location: .. acres located at the north side of Sunset Point Road approximately 850 feet west of
US Hwy. 19 N.
Atlas Page: 254B
Zoning: C, Commercial District
Request: Flexible Standard development request to reduce the required rear (north) setback from
20 feet to 12 feet and to expand an existing accessory dwelling with an .-square foot addition.
Proposed Use: A .-square foot two-car garage addition to an existing funeral home (retail sales
and service).to
Presenter: Mark T. Parry, Planner.
Attendees included:
The DRC reviewed this application with the following comments:
1) no comments from don melone
2) must redo the parking lot - configuration- to previously approved plans
3) need improved landscape plan-
4) need maintenance agreement for landscaping in county right of way
5) distance between curb and edge of building to determine if acceptable
6) no TIF is used for residential purposes
7) access to proposed garage is from adjoining property owner - need cross access agreement OR
8) need to reorient the opening of the garage from the north to the east OR
9) have doors on opposing sides of the building (east and west sides) - prior to development
10) signage will remain the same
Lunch -12:15 -1:15 p.m.
1:30 p.m. Case: FLS 00-05-38- 2760 Gulf-to-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-to-Bay Boulevard, across from Sky Harbor
Drive.
Zoning: C, Commercial District.
Request: Flexible Standard Development approval to reduce the front setback from 25 feet to
10.5 feet, reduce the side setback from 10 feet to 6.91 feet (west property line), reduce the rear
setback from 20 feet to five feet, reduce the parking requirement from 99 spaces to 83 spaces, and
approval of a gas station use.
Proposed Use: A 3,000 square foot convenience store with eight gas pumps and 5,600 square foot
restaurant.
Presenter: Mark Parry, Planner.
Attendees included: THE APPLICANT DID NOT ATTEND THE MEETING, it will need to be rescheduled to a
later DRC date.
The DRC reviewed this application with the following comments:
DRC agenda - 4/12/01 - Page 4
Dumpster enclosure not accessible ~lane not wide enough for our trucks; .
Turn the two parking spaces at the ~ side of the site into a double dumpster to se~e both the Mobil
Station and Future Food Service building;
All parking including handicap spaces to meet City standards;
Verify lane designation at main exit (i.e. DOT permit issued and it matches across the street);
Verify truck tanker path (prove truck does not have back into driveway);
Change pavement arrow at south side of food service to left arrow;
FDOT access permits approved prior to building permit;
Site plan must meet all current Code requirements including all setbacks and parking requirements: need 25
feet on GTB, 10 feet on east and west sides and 20 feet on north side;
Continue efforts to preserve the 29 inch oak tree - this tree must be shown all sets of site plans -redesign area
around tree to retaining walL/aeration system along the retention pond along Gulf to Bay (east of drive
entrance)
10. That the applicant's certified arborist work with staff to discuss the survival rate of the 29 inch oak tree - use
all techniques to preserve
That the remediation plan regarding site contamination be provided to staff to determine regarding the
preservation of the tree
12. That the four percent open space impact fee be paid prior to the issuance of the development order
13. Need stormwater calculations to be submitted - need to meet FDOT, County and city regulations
14. Need second fire hydrant within 300 feet of each building
15. Signal loop maintenance agreement - need agreement to allow city maintenance of traffic signal detection loop
on private property
Relocate stormwater pipe to preserve trees in the landscape island on the west property line;
Show how site will be cleaned up
Stormwater will need to meet City requirements;
Gasoline tanks may not fall within any easements;
Water service lines to be separate from hydrant;
Backflow preventor devices will be required;
Remove asphalt from the drive on the north side of the property;
Will require appropriate easements for all utilities that will be maintained by the City;
Will the site be platted into two properties?;
There are encroachments along the east side of the property;
Require a letter from St. Pete to allow flatwork within the water line easement prior to DO;
Will the water be recycled in the car wash - water may not be dumped immediately into the pond - treatment
required;
Need to see elevations of buildings
Signage to meet code; must remove billboard prior to issuance of building permit;
A 4% Open Space impact fee still needs to be addressed for this project (convenience store/gas
station/restaurant).
Need to add a right pavement arrow for restaruant parking; need do not enter sign for one way lane on the west
side of the restaurant.
1.
"
"
. .
3.
4.
5.
6.
7.
8.
9.
11.
16.
17.
18.
19.
20.
21.
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
------------------------------------------------------------------------------------------------------------------------------------------------
2:30 p.m.
Case: FLS 01-03-12 - 1951 North Belcher Road
Owner/Applicant: Albertson's, Inc.
Location: 2.37 acres located at the southeast comer of Old Coachman Road and Belcher Road.
Atlas Page: 254A
Zoning: C, Commercial District
Request: Flexible Standard development request to permit an automobile service station
(Albertson's Express gas station/convenience store) within the C, Commercial District.
Proposed Use: A 1,989 square foot gas station/convenience store and a 1,173 square foot
automated car wash.
Presenter: Mark T. Parry, Planner.
Attendees included: Jim Bartoe
DRC agenda - 4/12/01 - Page 5
DRC action agenda - 6.8.00 -.2
.
5. That the applicant submit a letter stating the history/negotiation related to the shared parking agreement,
including City officials involved. This area needs to be graphically delineated on the site plan;
6. That a five-foot sidewalk be provided along the service road frontage;
7. That the driveway radius meet Code, per Fire Department;
8. That a permit be secured regarding the well within 200 feet of the property; prior to issuance of building
permit;
9. That the landscape plan be amended including a hedge along the north property line, in accord with Code,
Live Oaks be used in lieu of Laurel Oaks, and details be provided of the plant material within the detention
basin (littoral shelf);
10. That the tree deficit be resolved by payment or planting, as part of a separate discussion with staff (reviewing
any old agreements and code requirements);
11. That the required tree removal and clearing and grubbing permits be obtained, with approved site plans; and
12. That signage comply with Code.
(The applicant discussed the possibility of raising the shell/gravel driveway on the park property to the north. Staff
will refer this issue to the Parks and Recreation Department.)
4.
Case: FLS 00-05-38- 2760 Gulf-to-Bay Boulevard
Owner/Applicant: Bayrock Energy.
Location: 2.22 acres located on the north side of Gulf-to-Bay Boulevard, across from Sky
Harbor Drive.
Zoning: C, Commercial District.
Request: Flexible Standard Development approval to reduce the front setback from 25 feet to
10.5 feet, reduce the side setback from 10 feet to 6.91 feet (west property line), reduce the rear
setback from 20 feet to five feet, reduce the parking requirement from 99 spaces to 83 spaces, and
approval of a gas station use.
Proposed Use: A 3,000 square foot convenience store with eight gas pumps and 5,600 square
foot restaurant.
Presenter: Mark Parry, Planner.
ACTION: The DRC recommended approval of this application with the following conditions:
1. That the billboard be removed prior to issuance of the building permit;
2. That a second fire hydrant be provided within 300 feet of each building;
3. That the site circulation be addressed (regarding the tank trunk and four-way intersection central to the site) to
meet engineering standards;
4. That the landscape plan be revised expanding the southern, internal island (with trees), providing a tiered
effect on the west property line, provide two-inch crape myrtle (not 1 Y2 inches); and providing additional (3)
sabal palms along the western curb cut;
5. That an FDOT access permit be submitted, regarding access along Gulf-to-Bay Boulevard;
6. That planters be provided in lieu offoundation planting along the east side of the Sonny's site;
7. That approved SWFMD and Army Corps of Engineers permits, be provided regarding the adjustment of the
wetland jurisdictional line, prior to issuance of building permit;
8. That a written agreement be provided regarding cross access with the parcel to the north, if possible;
9. That the dumpster serving the convenience center be relocated to accommodate trash collection;
10. That staff contact the applicant's Certified Arborist about the survival rate of the 29-inch live oak tree and
staff determine if it should be preserved (all techniques are utilize to preserve the 29-inch live oak);
11. That the remediation plan regarding site contamination be provided to staff to determine regarding the
preservation of the tree;
12. That the four percent open space impact fee be paid prior to issuance of the Development Order; and
13. That signage meet Code.
PN10-01 CITY OF CLEARWATE~ATTN:ENGI 4It
PARCEL ID 17-29-16-03006-000-0203 PAZIP YRBLT/EFF FLRS TOT SQFT
2779 GULF TO BAY BLVD 33759 1978 1978 0
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT
WOLLOWICK, HERBERT E. 1 18 UNKNOWN
WOLLOWICK, JANE B. LEGAL DESCRIPTION
104 DRIFTWOOD LN BASKIN'S REPLAT RESUB
LARGO, FL 33770-2601 PT OF LOT 2 DESC FROM NE
LOT SIZE ==> ISC COUNTY COR OF LOT 1 TH E 260FT
100,800 SQ FT 672 X 150 FOR POB TH E 672FT TH S
YEAR IMPROVEMENT LAND ASSESSMENT AS/FT YEAR TAXES PD D TX/FT
1999 428,200 599,800 1,028,000 51.91 1999 23,620.87 Y N 0.00
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
DEC. 1987 1,330,000 6641 715 Q N
DEC. 1981 50,000 5285 1117 U N
$/SQFT AVR
0.00 1.29
HEAT SQFT
19,800
PBOOK/PG
24 42
CENSUS
254.05
NBHD
MKT YR BLDG LAND
99 428,200 599,800
MORTGAGE COMPANY
TOT VALUE ===== LAND / PROPERTY USE ===== HOMESTD LP
1,028,000 11 321 STRIP STORES 0 N
AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
Ja/01/1981 Ma/24/1999
ENTER=FWD F1=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PN10 ISC
PN10-01 CITY OF CLEARWAT~ATTN:ENGI 4It
PARCEL 10 17-29-16-03006-000-0202 PAZIP YRBLT/EFF FLRS TOT SQFT $/SQFT AVR
2765 GULF TO BAY BLVD 33759 1980 1980 0 0.00 3.48
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT == HEAT SQFT
BURGER KING OPERATING LTD 1 29 SPECIAL/FAST FOOD 2,670
C/O US RESTAURANT #2972 LEGAL DESCRIPTION CENSUS PBOOK/PG
SUITE 270 LOCK BOX 168 BASKIN'S REPLAT RESUB 254.05 24 42
5310 HARVEST HILL RD 75230-5806 PT OF LOT 2 DESC FROM NE NBHD
LOT SIZE ==> ISC COUNTY COR OF LOT 1 TH E 60FT FOR
33,100 SQ FT 200 X 150 POB TH E 200FT TH S 179.34
YEAR IMPROVEMENT LAND ASSESSMENT AS/FT YEAR TAXES PO 0 TX/FT
1999 187,500 281,400 468,900 175.61 1999 10,774.15 N N 0.00
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
FEB. 1986 1,632,200 6176 2393 U K
MKT YR BLDG LAND
99 187,500 281,400
MORTGAGE COMPANY
TOT VALUE ===== LAND / PROPERTY USE ===== HOMESTD LP
468,900 22 326 FAST FOOD RESTAURANT 0 N
AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
Oc/28/1992 Fe/24/1998
ENTER=FWD F1=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PN10 ISC
PNI0-0l CITY OF CLEARWAT~ATTN:ENGI
PARCEL ID 17-29-16-66373-000-0050 PAZIP
00000
V P W
V
OWNER'S NAME AND ADDRESS
CLANT INC
PO BOX 916464
LONGWOOD, FL
32791-6464
LOT SIZE ==> ISC
69,696 SQ FT
YEAR IMPROVEMENT
1999 0
SALE DATE AMOUNT
MKT YR BLDG
99
MORTGAGE COMPANY
LAND
1,400
.
YRBLT/EFF FLRS TOT SQFT
o
IMPROVEMENT
$/SQFT
AVR
G BLDGS ==
00
LEGAL DESCRIPTION
PARK PLACE OUT PARCELS
PARCEL E
CENSUS
.00
NBHD
HEAT SQFT
o
PBOOK/PG
113 60
COUNTY
1.60 AC
LAND ASSESSMENT
1,400 1,400
BOOK PAGE DT Q T SALE
AS/FT YEAR
0.02 1999
DATE AMOUNT
TAXES PO 0 TX/FT
32.17 Y N 0.00
BOOK PAGE DT Q
TOT VALUE ===== LAND / PROPERTY USE ===== HOMESTD LP
1,400 95 000 SUBMERGED LAND 0 N
AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
Au/08/1996 / /
ENTER=FWD Fl=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PNI0 ISC
PN10-01 CITY OF CLEARWATE~ATTN:ENGI 4It
PARCEL 10 17-29-16-00000-240-0600 PAZIP YRBLT/EFF FLRS TOT SQFT
311 PARK PLACE BLVD 33759 1985 1985 0
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT
GLENBOROUGH FUND VIII 1 30 GENERAL OFFICE
C/O GLENBOROUGH REALTY TRU LEGAL DESCRIPTION CENSUS
400 S EL CAMINO REAL FROM SE COR OF NW 1/4 TH N 268.08
94402-4435 330FT TH W 33FT FOR POB TH NBHD
LOT SIZE ==> ISC COUNTY W 627FT TH N 10FT TH W
410,750 SQ FT 600 X 600 217.75FT TH N 34.98FT TH W
YEAR IMPROVEMENT LAND ASSESSMENT AS/FT YEAR TAXES PO 0 TX/FT
1999 6,623,400 2,144,100 8,767,500 71.55 1999 201,455.23 Y N 0.00
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
DEC. 1998 16,400,000 10333 1429 M K
DEC. 1993 7,210,000 8488 2031 M K
$/SQFT AVR
0.00 1.87
HEAT SQFT
122,520
PBOOK/PG
MKT YR BLDG LAND
99 6623,400 2144,100
MORTGAGE COMPANY
TOT VALUE ===== LAND / PROPERTY USE ===== HOMESTD LP
8,767,500 18 332 GENERAL OFFICE BUILDING 0 N
AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
PARK PLACE BLDG LTD De/19/1996 Au/05/1999
ENTER=FWD F1=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PN10 RECENT DEED PRESENT - F1=VIEW ISC
nuul
.
:2.760
(,0,--r- '"fb SAy
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ROUTING - REQUEST
To 20 l'l1 0... y/a. PI.
~?O 'I!"'fr (1;/NTI!:D
o (~ ~c.,_
770U (J '(13
Please
DREAD
o HANDLE
o APPROVE
and
o FORWARD
o RETURN
o KEEP OR DISCARD
o REVIEW WITH ME
Date
From
.
PNI0-0l CITY OF CLEARWATER ATTN:ENGI
PARCEL 10 17-29-16-00000-240-0400 PAZIP
00000
OWNER'S NAME AND ADDRESS V P W G BLDGS ==
PARK PLACE BLDG LTD V 00
C/O REAL ESTATE TAX SERV LEGAL DESCRIPTION
SUITE 190 PT OF NW 1/4 FROM CTR OF
3550 BUSCHWOOD PARK DR 33618-4435 SEC RUN N 790.32FT TH W
LOT SIZE ==> ISC COUNTY 33FT FOR POB TH S30DW
268,329 SQ FT 502.08FT TH W 247.88FT TH
YEAR IMPROVEMENT LAND ASSESSMENT AS/FT YEAR TAXES PO 0 TX/FT
1999 0 1,140,400 1,140,400 4.25 1999 26,203.54 Y N 0.09
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
.
YRBLT/EFF FLRS TOT SQFT
o
IMPROVEMENT
$/SQFT
AVR
CENSUS
268.08
NBHD
HEAT SQFT
o
PBOOK/PG
MKT YR BLDG LAND
99 1140,400
MORTGAGE COMPANY
TOT VALUE ===== LAND / PROPERTY USE ===== HOMESTD LP
1,140,400 10 000 VACANT COMMERCIAL 0 N
AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
Ma/31/1998 / /
ENTER=FWD Fl=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PNI0 ISC
YRBLT/EFF FLRS TOT SQFT
1982 1982 0
G BLDGS == IMPROVEMENT
2 18 UNKNOWN
LEGAL DESCRIPTION
W 267FT OF E 300FT OF N
CLEARWATER FL 33759-6901 270FT OF S 330FT OF SE 1/4
LOT SIZE ==> ISC COUNTY OF NE 1/4 LESS 13FT X 13FT
71,789 SQ FT T/A AT SE COR FOR RD CONT
YEAR IMPROVEMENT LAND ASSESSMENT AS/FT YEAR TAXES PD D
1999 615,200 457,700 1,072,900 50.08 1999 24,652.56 Y N
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE
DEC. 1997 1,262,500 9957 1200 Q G NOV. 1982 20,000 5422 1163
MAY 1992 1,075,000 7919 509 Q G JUL. 1981 215,000 5220 839
DEC. 1990 1,000 7459 1248 U G
MKT YR BLDG LAND TOT VALUE =====
99 615,200 457,700 1,072,900 11 321
MORTGAGE COMPANY AMOUNT
.
PN10-01 CITY OF CLEARWATER ATTN:ENGI
PARCEL ID 17-29-16-00000-240-0200 PAZIP
2790 GULF TO BAY BLVD 33759
OWNER'S NAME AND ADDRESS V P W
HAMPTON CENTER INC
2790 GULF TO BAY BLVD
.
$/SQFT AVR
0.00 1.17
HEAT SQFT
21,420
PBOOK/PG
CENSUS
268.08
NBHD
TX/FT
0.00
DT Q
U
U
LAND / PROPERTY USE =====
STRIP STORES
DATE MTG TYPE RATE
HOMESTD LP
o N
NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
REC I/DANSK PLAZA LTD No/01/1991 Oc/15/1998
ENTER=FWD F1=DOCS F2=BLDG F4=TAX F5=LGL F7=DIM F8=XFEAT F13=SKTCH F6=COMP MENU
PN10 RECENT DEED PRESENT - F1=VIEW ISC
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.
CITY OF
.
CLEARWATER
PIAt"JNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEARWATER, FLORlDA 33758-4748
~1l':\ICIP:\L SER\1CES BCII.DI:\G, 100 SOllH MYRTLE AVE:\CE, CLEARWATER. FLORlD.\ 33756
TELEPHO:\E (727) 562-4567 FAX (727) 562-4576
May 30,2000
Bayrock Energy, Inc.
1031 S. Caldwell Street
Suite 101
Charlotte, NC 28203
RE: Application for Flexible Standard development approval (FLg,-~,t allow
an automobile service station in the C (Commercial) District, a reductIon of the
front setback from 25 feet to 10.5 feet, the side (west) setback from 10 feet to
6.91 feet the rear setback from 20 feet to five feet, and reduce the parking
requirement from 99 spaces to 83 spaces.
To Whom It May Concern:
The Planning staff has reviewed your application to allow the above requests and
determined that the application is complete. The application has been entered into the
Department's filing system.
The date the Development Review Committee will review the application for sufficiency
on June 8, 2000 in the Planning Department conference room - Room 216 - on the second
floor of the municipal service building, 100 South Myrtle Avenue in Clearwater. Please
call no earlier than one week prior to the meeting date for the approximate time that your
case will be reviewed.
You or your representative should be present to answer any questions that the committee.
may have regarding your application.
If you have any questions, please do not hesitate to call me at 562-4558.
Sincerely yours,
Mark Parry
Planner
S:IPlanning DeparrmentlC D BISrandard Flex\Pendmg Cases IGu If to Bay 2760 Bayrock MobilelGlIifto Bay 2760 complete. doc
O'\!: CiTY 0'\1' fITlSE.
BRI.\\ J .\t\(~'<;'< \1.\Y()f~~(> ).\~\~i~~lO\ER
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"EQt .-\1. E.\!PL()Y\~E\--~- .\\[': .\F:~:E\L-\Tl\T .-\(TIC)\" E.'.1PI.OYEE"
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. .
CITY OF CLEARWATER
PlANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758-4748
MC:\ICIPAL SER\lCES BULDI:\G, 100 SOLTH MYRTLE AVE:\CE. CLEARWATER, FLORIDA 33756
TELEPHO:\E (727) 562-4567 FAX (727) 562-4576
May 30, 2000
Stillwater Technologies, Inc.
C/O Adam Dionna
1 S. Orange Avenue
Orlando, FL 32801
FilE
RE: Application for Flexible Standard development approval (FLS 00-05-38) to allow
an automobile service station in the C (Commercial) District, a reduction of the
front setback from 25 feet to 10.5 feet, the side setback from 10 feet to 6.91 feet
(west property line), the rear setback from 20 feet to five feet, and reduce the
parking requirement from 99 spaces to 83 spaces.
Dear Mr. Dionna:
The Planning staff has reviewed your application to allow the above requests and
determined that the application is complete. The application has been entered into the
Department's filing system.
The date the Development Review Committee will review the application for sufficiency
on June 8, 2000 in the Planning Department conference room - Room 216 - on the second
floor of the municipal service building, 100 South Myrtle Avenue in Clearwater. Please
call no earlier than one week prior to the meeting date for the approximate time that your
case will be reviewed.
You or your representative should be present to answer any questions that the committee
may have regarding your application.
If you have any questions, please do not hesitate to call me at 562-4558.
Sincerely yours,
vf----
~
Mark Parry
Planner
S:IPlanmng DepartmenrlC D BlStandard FlexIPending CaseslGulfto Bay 2760 BayrockMobilelGulfto Bay 2760 complete,doc
0:\[ ern. O:\E Fl'TL'RE.
BRL\.'\ J. :\\-'\(;5T, :-L\YOR-Cml\\155IO'\ER
J.B, .fOH'\'O'\. VICE :-L\YOR-Cml\II"IO'\ER
ED H\RT. Comll"IO'\ER
(1)
BOB CL\RK. CO\I\lb'!O':ER
ED HOOPER. Cml\II"I"'\ER
"EQL\L E\IPLOY\IE'\T ,\:\D AFFIR.\l.\ll\'E ACTIO:\ E\IPLOYER"
NOV=~9=~OO~THU O~]"M iLWATER TECH,
,-'
FAX NO, 407~223
p, 01
stf!lwater
TECHNOLOGIES
CIVIL ENGINEERINC _ ENVIRONMENTAL ENGtNEE~G R LAND DEVELOPMENT
FACSIMILE TRANSMITTAL SHEET
roo
Mark Perry I Peggy Pranco
COMP^NY.
City of Clearwater
'FAX NllMBIiI\'
727-562-4865
PROM:
Rodney D. Brown
DArE'
11/29/01
TO'1'AL NO. OP PAGU INCLUDING COVER:
5
l'HON"E NUMJ'lER;
727-562-4567
SIlNOf.R'S l\EfERENCE NuMllllll:
103-001
RE,
YOVllllEFEllIlNCE NUMSETt:
Bayrock Convenience Store
-
o URGEN1' D FOR REVIEW D PLEAS~ COMMENT 0 PLEASE REPLY 0 PLEASE RECYCLE
NOTES/COMMUNTS:
Mark/Peggy
Attached find revised exhibits 6, 7.8 &. 9. the Diamond shape trim has been added as
required.
Should you have any further revisions please do not hesitate to call.
fh-
~
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~~
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STILL WATER TECHNOLOGIES, INC.
20 NORTH ORANGE }.VENUE SUITB 1107
ORLANDO. FLORIDA 32801
TELE (407) 206-7222 fAX (407) 206.722)
Rodney D. Brown
407-206-7222, ext 107
6~~
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Front Elevation
Looking Northeast
Bayt'Ock Convenience Centes'
sa 60 @ Sky Harbour Blvd
Clearwater, Florida
\:.7..b
DRAWN; Rdb
AP.,FlCVe:O: FB
DATE: 11/20/01
SCALE: No Seale
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TECHNOLOOms _
20 NOIJ~ ()wIgeAve.
So. 1107
OIIando. floridoL 32~OI
(oIC7) :lIl6.n22
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NOV-28-2DCl THU 09:32 AM STILLWATER TECH.
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FAX NO. 4072067223
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Rear Elevation . stillwat~ E."ibit
DRAWN; Rdb
Looking Southwest . ' TECHNOLOGIES
APPRovm FB ;10 NGdh Oranse Avt. 7
Solte 111)7
OAK: 11/20/01 B6Yro<:k Convenience Center Orlando, Plolida 3.\101
sa 60 @ Sky Harbout Blvd (4117) 206-7UZ
WY ," , 66(~~lllI.110t4~''''''''I;> l''''''--Ocl COt\.
SCALE; No Scale Oearwacer. Florida
_~I~V~~~9-200!. TH~._ 09 ~.~? A~S.WATgE TECH.
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DATE: 11/20/01
SCALE; No Scale
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Rear/End Elevations
Looking North & West
8.~ Ccmveftience Center
S1\ 60 @ Sky HarbolU Blvd
Clearwater. Florida
FAX NO, 4C7~223
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TIlCHNOLOGIES
20 NoI\II OtAlll" Ave.
Suitt. 11 07
0rIM4<>, l'lotid& ;\'l&01
(407) 2Cfj.7122
..(~ll6o~Wp..,...""l' I
p, 04
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< . : N~)\i-~~_~2~~~ T~.~. 09 :.~3 A~._.SWWATER TECH.
FAX NO. 407~223
P. 05
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DRAWN: Ildb
TECI.JNOLOG
APPROV&O, PB 20Narth OIMpAvt. 9
Bayrock ConvcAicDcc C~ter Sui... 110'
DATE: 11/20/01 Otllll4o. I'lOtidl 31801
sa 60 @ Sky Harbow: Sh-d (4/)7)206-7222
("'J06"~libtp'_I' I 01\>111...._ tOl\i
SCIILE; No Sc:a1e Clearwater. Florida
.
.
Any signs NOT visible from off site are not considered as signage.
The following needs to be clarified or revised on the recently submitted elevations and
si~heet:
~. scale;
/2. Cardinal direction of elevations; ,)
. ;3. Food service elevations; - M,1... t""vvov
I 4. Title block;
/ 5. What the "illuminated graphics panels" area and their dimensions and area; . ~...,)
6. Where the "Touchfree Car Wash" sign is located;v..,;l.4 ..~)... ^~...(J. ~>tf
/7. Where the "Mobil" sign labeled, as "carwash legend" is located;
/ 8. Where the monument sign is located (is the 37.28 sq.ft. the complete total for that
sign? Does it include the pillars?);
9. Provide the area for the "Mobil" signs to be located on the canopy; k,c. I iA"14. I~ ,.,fIr ~t, ~
10. It is preferred that there are no signs attached to the gas canopy; that all signage
be attached to the buildings themselves;
/11. Provide four sided elevations for all proposed buildings - label the elevations
"North", "South", "East" , "West";
/ 12. One freestanding sign will be permitted for the site - the proposed monument sign
will need to accommodate both the Mobil station and the future food service
building. This needs to be indicated on the sign sheet;
13. Sloped roofs are desired for all buildings;
/l{. fl1).,:/'7"'~." -K.<or 1'<JAe/'~ C;q.......f- h..~~ ..4<,,~~ S'7/f~<z--~4
bQ... t;> V. _ [oJ(!.,- g( ((6.-) J;" P ,..:c./Z ~ 011 ( Y
.
.
Signs:
OK, here's the deal on signs according to your site plans and elevations
Freestanding:
lot width = 294.99
294.99/2 = 147.495 sq.ft.
Facade:
Mobil = 1,394 sq.ft.
1,394 sq.ft./100 = 13.94 sq.ft.
Food Service (assuming same height of 14.3 feet as the Mobil
store) = 572 sq.ft.
572sq.ft./100 = 5.72 sq.ft. ---> 10 sq.ft.
OR 64 sq.ft., whichever is less
THEREFORE: The Mobil station is entitled to 13.94 sq.ft. of freestanding signage
The Future Food Service is entitled to 10 sq.ft. of freestanding signage
The site is entitled to 13.94 + 10 = 23.94 sq.ft. of freestanding signage
Attached:
Facade:
Mobil = 13.94 sq.ft.
Food Service = 10 sq.ft.
OR 24 sq.ft., whichever is less
THEREFORE: The Mobil station is entitled to 13.94 sq.ft. of attached signage
The Future Food Service is entitled to 10 sq.ft. of attached signage
Comprehensive Sign Program:
Freestanding:
2)
Total for the site: one freestanding sign of 47.88 SQ.ft. (23.94 *
Attached:
Mobil: 27.88 sQ.ft. (13.94 * 2)
Food Service: 20 SQ.ft. (10 * 2)
.._~
NOV-20-2001 TUE 10:48 AM ST4IIfATER TECH.
FAX NO, 40~7223
p, 01
stillwater
TECHNOLOGIES
CIVIL ENGINEERING - ENVIRONMENTAL ENGINEERING - LAND DEVELOPMENT
FACSIMILE TRANSMITTAL SHEET
TO,
Lisa Fierce
COMPANY:
City of Clearwater
fAX NUMBEK:
727-562-4756
PJiONE NUMBf1t:
FROM:
Adam Dionna
DATE:
11/20/01
TOTAL NO, OF PAGES INCl.UPING covU,!
10
SENDER'S REFERENCE NUMBER:
103.001
RE:
YOUR REfERENCE NUMBER,
Revised Bayrock Plans
o UltGENT 0 FOR REVIEW 0 PLEASE COMMENT 0 PLEASE REPLY 0 PLEA.SE RECYCLE
NOTES/cOMMENTS:
Lisa,
Attached find the revised plans for the BayrockFacility located at SR60 & Sky Harbour Drive
Exhibit 1 Overall Site Signage Plan (1"...40'-0")
Exhibit 2 ill & Canopy Signage Plan (1" =20t..Q")
Exhibit 3 Sales & Carwash Signage Plan (1"-20t-O)
Exhibit 4 Future Food Service Signage Plan (1"-20'-0")
Exhibit 5 Signage Plan Information (Sign areas & Notes)
Exhibit 6 Front Sales building elevation (no scale)
Exhibit 7 Rear Sales building elevation (no scale)
h
/ d al
(
Ex ibit 8 Rear En S es building elevations no scale) ill ~
(f,i R [] Wi r~ IW
I~
Exhibit 9 Enlarged Elevation showing building heights (no scale)
Please Contact me upon receipt. Thank you NOV 2 o 2001
CITY (1J (" f tr'''','/Tf R
PUBliC W(W,,~ / t.f:' 'iisiRATlON
-
STILL WATER TECHNOLOGIES, INC.
20 NORTH ORANGE A VENUE SUITE 1107
ORLANDO, FLORIDA 32801
TELE (407) 206.7222 FAX (407) 206.7223
NOV-20-2001 TUE 10:49 AM STI~TER TECH,
/
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FAX NO. 407~23
P. 02
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Touclllree COr Wash
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DRAWN: Rdb Overall Site . stillwakf Exhibit
Signage Plan TECHNOLOGIES
APPROVED: PB 20 NOI1b Oran&c Ave.
Suilo 1107 1
DATE: 11/20/01 Bayrock Con",enience Center Orl."do, Florida 32301
sa 60 @ Sky Harbour Blvd (407) 2()6.'1222
(407) 206- m3 r.x
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NOV-20-2001 TUE 10:49 AM ST~ATER TECH.
FAX NO. 407~7223
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NOV-20-2001 TUE 10:49 AM ST~ATER TECH,
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SR 60 @ Sky Harbour Blvd
Clearwater, Florida
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TECHNOLOOlSS
20 NCI<Ih Onnp Aile.
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Orlando, florida 32801
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sa 60 @ Sky Hubour Blvd.
Clearwater, Florida
Exh ibit
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TECHNOLOGIBS
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SIGN DATA:
SIGN "A" IO/PRICE/CARWASH SIGN 37.28 SQ. FT,
SIGN "B" C-STQRE (t X 5') 10.00 SQ. FT.
SIGN "C" Mobil CANOPY LOGO 18.81 SQ. FT.
SIGN "0" Touchfree Cor Wash LOGO 26.09 SQ. FT.
TOTAL SIGN AREA (EXCLUDING FUTURE FOOD SERVICE) 92.18 SQ. FT.
(NOTE: THE Touchfree Car Wash SIGNAGE IS EXCLUDED FROM
THE OVER ALL SIGNAGE TOTAL DUE TO BEING A "HIDDEN" SIGN)
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1. ALL FUTURE SPECIFIC SIGNAGE PERMITS WILL BE REVIEWED BY
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2. MPD DECALS SHALL NOT BE VISIBLE FROM S.R. 60 FRONTAGE
RIGHT OF WAY
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DATE; 11/20/01 Baytock Convenience Center &Ilit<o 1107 5
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11!CHNOLOGIES
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Stillwater
Technologies,
Inc.
20 North
Orange Avenue
Suite 11 07
Orlando,
Florida
32801
tele:
407-206-7222
fax:
407-206-7223
web:
stillwatertech.com
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July 18,2001
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103-01
#00-108.00
Mr. Mark Parry
City of Clearwater
Planning Dept., Municipal Services Building
100 S. Myrtle Avenue
Clearwater, Florida 33758
FD~~ f!
Subject:
Gulf-to-Bay Exxon Station
City Case: FLS 00-05-38-2760 Gulf-to-Bay Boulevard
Dear Mr. Parry:
Pursuant to the City's comments from the meeting held May 11, 2001 and
the subsequent meeting on June 22, 2001, please find attached the revised
Final Site Plan for the City's review and approval. Below are the responses
to the City's comments:
1. Please see the revised sheet C02 showing that the site can accommodate
the proposed tanker and the garbage truck. The C-store building has
been shifted to allow a 12-foot lane between the car wash and the C-
store.
2. Not Applicable.
3. The two uses cannot be shifted to one side of the property due to the
existence of the 50' wide St. Petersburg water easement.
4. No longer applicable per the June 22, 2001 meeting.
5. Open Space Impact Fee will be paid prior to issuance of the building
permit.
6. Please find attached a copy of the drainage calculations for this site. The
attached calculations are the same as approved for the SWFWMD and
FDOT. They are also consistent with new City Drainage criteria as well.
7. See Number 6 above. Also, fInd attached FDOT drainage permit and
SWFWMD permit for this site
8. Please see revised Sheet C02 showing the tanker path through the site.
As can be seen, the tanker enters off of Gulf-to-Bay Blvd. and stops
over the tanks to unload. The tanker is positioned to allow traffIc to
pass the tanker from the easterly entrance with minimal interruption.
Once the tanker unloads, the truck moves forward and exits at the light
and does not back into Gulf-to-Bay Blvd.
.
.
Mr. Mark Parry
Exxon Gulf to May
Page Two
9. No longer applicable.
10. Please see revised Sheet COl showing the traffic lanes across the street from the site on
Sky Harbor Drive. The traffic lane on-site match the striping approved by FDOT (see
attached FDOT permit).
11. See number 10 above.
12. Please see revised Sheet C01.
13. The hours of operation are not known at this time, but the timing of the tanker
deliveries will be arranged for non-peak hour delivery.
14. Please see revised Sheet COl.
15. Please see revised Sheet COl for 12-foot lane.
16. Please see revised Sheet COl and C02 for 12-foot lane between the car wash and the C-
store and the truck path of a SUV through the area. Since the truck can make the turn,
the dumpsters have not been revised.
17. Please see revised Sheet C01.
18. Please see attached FDOT Access Permit.
19. Please see architectural building elevations for the C-store.
20. As in the past, the applicant will continue every effort to preserve the tree including the
construction of the underground root aeration system as designed by Garth Schweizer
and previously approved by Mr. Rick Albee of the City.
21. No longer applicable.
22. Remediation plan to address groundwater extraction during dewatering actiV1ties is
currendy under design and must be coordinated with General Contractor and the FDEP.
This plan is requested to be part of the building permit package and subsequent
condition of building permit issuance.
23. Please see Sheet COl showing the second FH near the easterly entrance to the site.
24. The applicant will work with the city to complete the necessary agreement prior to
issuance of the Building Permit.
25. Please see revised Sheet COl.
26. The tanks are located outside of any known easements.
.
.
Mr. Mark Parry
Exxon Gulf to May
Page Three
27. Please see revised Sheet COl for separated water service treatment.
28. Please see revised Sheet C01.
29. Please see revised Sheet C01.
30. The appropriate easements will be provided prior to e.o.
31. The site will remain under a single ownership.
32. The applicant is aware of the encroachments on the east side.
33. Please see attached letter from St. Petersburg showing approval within the easement
once the General Contractor is selected and appropriate proof of insurance provided to
them.
34. The Car Wash will be a 80% to 90% recycle. The overflow will be to the sewer system.
35. The billboard removal will be permitted and removed prior to Building Permit approval.
36. No response necessary.
We trust that the provided information is sufficient for the City's review and approval.
Please call if you should have any questions.
Sincerely,
Stillwater Technologies, Inc.
Engineering & Design Group, Inc.
Adam A. Dionna
Principal/Vice President
GregoryRCrawford,P .E.,PSM
President
AAD/GRC/hg
Enclosure
C:\Stillwater\Adam Documents\Projects\other\Comments City of Clearwater 071701.doc
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March 12, 1999
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Gregory R .Crawford, PE, PSM
Engineering and Design Group, Inc.
5021 Eggleston Ave., Ste. A
Orlando, FI 32804
FILE
Re: Exxon Convenience Center - Clearwater
Encroachment in the Transmission Main Easement
Dear Mr. Crawford:
Public Utilities Staff has reviewed the 3rd plan submittal for the referenced project in terms of
protecting the City's 36-inch Water Transmission Main (WTM) and finds them acceptable. Please
contact Mr. Brenden Lynch, Engineering and Storm Water Department at (727) 892-5381 regarding
the easement encroachment permit.
JSin;l ~~
hn Parks, PE
Technical Support Manager
cc: Brenden Lynch
Amy Schiavone
Po. BOX 2842 . ST PETERSBURG, FLORIDA 33731-2842 . TELEPHONE (813) 893-7171
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An E.!'''I/ OpporlUllItV Emp/em
James L. Allen
Chairman. Bushnell
James E. Martin
ce Chairman. St. Petersburg
Sally Thompson
Secretary. Tampa
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L. Davis. Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Harllee. IV
Bradenton
Curtis L. Law
Land O'Lakes
Brenda Menendez
Tampa
E. D. "Sonny" Vergara
Executive Director
Gene A. Heath
Assistant Executive Director
Edward B. Helvenston
General Counsel
Excdltllcc
T1zrGudz
Qut/I;!v
Service.
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Southwest Florida
Water Management District
2379 Broad Street. Brooksville. Florida 34609-6899 . 1-800-423-1476 (Florida Only)
or (352) 796-7211 . SUNCOM 628-4150 . ToOoO. Number Only (Florida Only): 1-800-231-6103
Internet address: http://www.swfwmd.state.fl.us
7601 Highway 301 North
Tcmoa. Florida 33637-6759
\-BCC-836-D797 or (813) 985-7481
SUNCOM 578-2070
115 Corporation Way
Venice, Florida 34292-3524
1-800-320-3503 or (941) 486-1212
SUNCOM 526-6900
3600 West Sovereign Path, Suite 226
Lecanto, Rorida 34461-8070
(352) 527-8131
SUNCOM 667-3271
170 Century Boulevard
Bartow, Florida 33830-7700
1-8OO.492-7B62 or (941) 534-1448
SUN COM 572-6200
May 6, 1999
David A. Kennedy
Kennedy Frost Investments, Inc.
10 1 E. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
Subject: Notice of Final Agency Action for Approval
Permit No: 4418575.00
Project Name: Exxon Convenience Center - Clearwater
County: Pinellas
Secrrwp/Rge: 17/29S/16E
Dear Mr. Kennedy:
This letter constitutes notice of Final Agency Action for approval of the permit application
referenced above. Approval is contingent upon no objection to the permit being received by the
District within the time frames described below.
Final approval is contingent upon no objection to the District's action being received by the District
within the time frames described below.
You or any person whose substantial interests are affected by the District's action regarding your
application may request an administrative hearing in accordance with Sections 120.569 and 120.57,
F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure. A request for hearing must
(1) explain how each petitioner's substantial interests will be affected by the District's action, or
proposed action: (2) state all material facts disputed bv the petitioner or state that there are no
disputed facts: and (3) otherwise comply with Chapter 28-106, F.A.C.. A request for hearing must
be filed with and received by the Agency Clerk of the District at the District's Brooksville address
within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on
which this notice is deposited in the United States mail. Failure to file a request for hearing within
this time period shall constitute a waiver of any right such person may have to request a hearing
under Sections 120.569 and 120.57, F.S.
Enclosed is a "Noticing Packet" that explains the procedures for providing notice to persons having
substantial interests that may be affected by the District's action in this matter. The packet contains
information and guidelines on the noticing procedures and a form that you may use.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
,
)-
...
.
.
Kennedy Frost Investments, Inc.
Page 2
May 6, 1999
The enclosed approved construction plans are part of the permit, and construction must be in accordance
with these plans.
If you have questions concerning the permit, please contact Scott S. Hickerson, P .E., at the Tampa Service
Office, extension 2033. For assistance with environmental concerns, please contact Rick A. Perry, P.W.S.,
extension 2056.
Sincerely,
~
Alba E. Mas, P.E.
Director
Tampa Regulation Department
AEM:mv
Enclosures:
cc:
Approved Permit w/Conditions
Construction Plans
Statement of Completion
Notice of Authorization
Noticing Packet
File of Record 4418575.00
Rick A. Perry, P.W.S.
Gregory R. Crawford, P.E., P.S.M., Engineering & Design Group, Inc.
Adam Dionna, Southern Petroleum Systems
Matt Bogdovitch, Bayrock Energy, Inc.
.
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SOUTIIWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL
PERMIT NO. 4418575.00
t EXPIRATION DATE: May 6, 2Q04
I PERMIT ISSUE DATE: May 6, 1999
This permit, issued under the provisions of Chapter 373, Florida Statutes, and Florida Administrative Code
Rule 40D-40, authorizes the Permittee to perform the work outlined herein and shown by the application,
approved drawing(s), plans, and other documents, attached hereto and kept on file at the Southwest Florida
Water Management District (District). All construction, operation and maintenance of the surface water
management system authorized by this permit - shall occur incompliance with Florida Statutes and
Administrative Code and the conditions of this permit.
PROJECT NAME:
Exxon Convenience Center - Clearwater
GRANTED TO:
Kennedy Frost Investments, Inc.
101 E. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
ABSTRACT: The proposed gas station project consists of buildings, paving, wetland mitigation and a
stormwater management system. Water quality treatment is to be provided in one wet detention pond and
two retention ponds.
OP. & MAlNT. ENTITY:
Bayrock Energy, Inc.
PROPERTY LOCA TIQN:
SEC/TWP/RGE:
Pinellas County
l7/29S/l6E
TOTAL ACRES OWNED
OR UNDER CONTROL:
2.22
PROJECT SIZE:
2.22 Acres
LAND USE:
Commercial
DA TE APPLICATION Fll..ED:
September 28, 1998
AMENDED DATE:
April 19, 1999
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Pennit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
2
I. Water Quantity/Quality
N
SE
SW
TOTAL
Wet Detention
On- ine Retention
On-Line Retention
Mixing Zone required:
Variance required:
YES ( )
YES ( )
NO (X)
NO (X)
II. 100- Y ear Floodplain
Encroachment (ac-ft):
Compensation (ac-ft):
0.00
0.00
m. Environmental Considerations
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0.13
Comments:
Wetland W-2 is a highly disturbed ditch/remnant of a forested wetland that extends off site.
Mitigation for the proposed (0.13 acre) impact will occur in M-l. No mitigation is required
for the impact (0.07 acre) to another ditch/surface water on site. A 0.14 acre upland area,
adjacent to M -1, will be enhanced by planting of native species.
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Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
3
Comments:
In addition to M-l, the upland buffer adjacent to this mitigation area will be enhanced by
planting of native plant species.
Conservation easement not required.
SPECIFIC CONDITIONS
1. If the ownership of the project area covered by the subject pennit is divided, with someone
other than the Permittee becoming the owner of part of the project area, this permit shall
terminate, pursuant to Rule 40D-1.6l05, F.A.C. In such situations, each landowner shall
obtain a permit (which may be a modification of this permit) for the land owned by that
person. This condition shall not apply to the division and sale of lots or units in residential
subdivisions or condominiums.
2. The discharges from this system shall meet state water quality standards as set forth in Chapter
62-302 and Rule 62-4.242, F.A.C., for class waters equivalent to the receiving waters.
3. Unless specified otherwise herein, two copies of all information and reports required by this
permit shall be submitted to:
Permit Data Section - Records & Data Department
Southwest Florida Water Management District
2379 Broad Street
Brooksville, Florida 34609-6899
The permit number, title of report or information and event (for recurring report or
information submittal) shall be identified on all information and reports submitted.
4. The Permittee shall retain the design engineer, or other professional engineer registered in
Florida, to conduct on-site observations of construction and assist with the as-built certification
requirements of this project. The Permittee shall inform the District in writing of the name,
address and phone number of the professional engineer so employed. This information shall
be submitted prior to construction.
5. The construction of all wetland impacts and wetland mitigation shall be supervised by a
qualified environmental scientist/specialist/consultant. The Permittee shall identify, in writing,
the environmental professional retained for construction oversight prior to initial clearing and
grading activities.
6. The following boundaries, as shown on the approved construction drawings, shall be clearly
delineated on the site prior to initial clearing or grading activities:
(X) wetland buffers
(X) limits of approved wetland impacts
.
.
.
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
4
The delineation shall endure throughout the construction period and be readily discernible to
construction and District personnel.
7. If limestone bedrock is encountered during construction of the surface water management
system, the District must be notified and construction in the affected area shall cease.
8. The Permittee shall, within 30 days of initial wetland impact and prior to beneficial use of the
site, complete all aspects of the mitigation plan, including the grading, mulching, and planting,
in accordance with the design details in the final approved construction drawings and
information submitted in support of the application .
9. Within 30 days after completion of construction of the permitted activity, the Permittee shall
submit to the Tampa Service Office a written statement of completion and certification by a
registered professional engineer or other appropriate individual as authorized by law, utilizing
the required Statement of Completion and Request for Transfer to Operation Entity form
identified in Chapter 40D-l, F.A.C., and signed, dated, and sealed as-built drawings. The as-
built drawings shall identify any deviations from the approved construction drawings.
10. Written notification of completed wetland mitigation construction shall be submitted to the
District within 30 days of achieving final grade and/or mulch or plant installation, as
applicable, in each mitigation site. Following District inspection and written approval, the
monitoring period shall begin as detailed in the Wetland Mitigation Success Criteria (Condition
16 of the Monitoring and Maintenance Plan).
11. Wetland buffers shall remain in an undisturbed condition except for approved drainage facility
construction/maintenance.
12. The following language shall be included as part of the deed restrictions for each lot:
"No owner of property within the subdivision may construct or maintain any building,
residence, or structure, or undertake or perform any activity in the wetlands, wetland
mitigation areas, buffer areas, upland conservation areas and drainage easements described in
the approved permit and recorded plat of the subdivision, unless prior approval is received
from the Southwest Florida Water Management District Tampa Regulation Department."
13. The Permittee shall monitor and maintain the wetland mitigation area(s) until the Wetland
Mitigation Success Criteria set forth in Condition 16 are met.
14. The Permittee shall undertake required maintenance activities within the wetland mitigation
area(s) as needed at any time between mitigation site construction and termination of
monitoring, with the exception of the final year. Maintenance shall include the manual removal
of all nuisance and exotic species, with sufficient frequency that their combined coverage at no
time exceeds the Wetland Mitigation Success Criteria (Condition 16). Herbicides shall not be
used without the prior written approval of the District.
15. A Wetland Mitigation Completion Report shall be submitted to the District within 30 days of
completing construction and planting of the wetland mitigation area(s). Upon District
-,
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.~-
.
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
5
inspection and approval of the mitigation area(s), the monitoring program shall be initiated
with the date of the District field inspection being the construction completion date of the
mitigation area(s). Monitoring events shall occur between March I and November 30 of each
year. An Annual Wetland Monitoring Report shall be submitted upon the anniversary date of
District approval to initiate monitoring.
Annual reports shall provide documentation that a sufficient number of maintenance
inspection/activities were conducted to maintain the site(s) in compliance according to
Condition Number 16. Note that the performance of maintenance inspections and maintenance
activities will normally need to be conducted more frequently than the collection of other
monitoring data to maintain the mitigation site(s) in compliance with Condition Number 16.
Monitoring Data shall be collected semi-annually.
16. WETLAND MITIGATION SUCCESS CRITERIA
MmGATION AREA M-I (0.14 acre)
Mitigation is expected to offset adverse impacts to wetlands and other surface waters caused
by regulated activities and to achieve viable, sustainable ecological and hydrological wetland
functions. Wetlands constructed for mitigation purposes will be considered successful and will
be released from monitoring and reporting requirements when the following criteria are met
continuously for a period of at least one year without intervention in the form of irrigation or
the addition or removal of vegetation.
1. The mitigation area(s) can be reasonably expected to develop into a Palustrine
Forested Wetland as determined by the USFWS Classification of Wetlands and
Deepwater Habitats of the United States.
2. Topography, water depth and water level fluctuation in the mitigation area(s) are
characteristic of the wetland/surface water type specified in Criterion Number 1.
3. The dominant and subdominant species of desirable wetland plants comprising each
vegetation zone and stratum of the mitigation area(s) shall be as follows:
ZONE STRATUM PERCENT DOMINANT SUB DOMINANT
COVER I SPECIES SPECIES2
Canopy 30 Taxodium distichum None Specified
Acer rubrum
2 Herbaceous 70 Pontederia cordata None Specified
Juncus effusus
Shrub 10 Cephalanthus None Specified
occidentalis
1 Tree species must be greater than 12 feet in height and have been planted for greater
than 3 years.
.
.
.
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
6
2 Plant species providing the same function as those listed may also be considered in
determining success.
This criterion must be achieved within 5 years of mitigation site construction. The permittee
shall complete any activities necessary to ensure the successful achievement of the mitigation
requirements by the deadline specified. Any request for an extension of the deadline specified
shall be accompanied with an explanation and submitted as a permit letter modification to the
District for evaluation.
4. Species composition of recruiting wetland vegetation are indicative of the wetland type
specified in Criterion Number 1.
5. Number of Taxodium distichum and Acer rubrum surviving in the mitigation area
equals or exceeds 52/acre for trees greater than or equal to 12 feet in height.
6. Coverage by nuisance or exotic species does not exceed 10 percent.
7. The wetland mitigation area(s) can be determined to be a wetland or other surface
water according to Chapter 62-340, Florida Administrative Code.
8. The upland buffer adjacent to M-l shall be planted per the approved mitigation plan.
All tree and plant species shall survive a minimum of 3 years.
The mitigation site(s) may be released from monitoring and reporting requirements and be
deemed successful at any time during the monitoring period if the Permittee demonstrates that
the conditions in the mitigation site(s) have adequately replaced the wetland and surface water
functions affected by the regulated activity and that the site conditions are sustainable.
17. The Permittee shall coordinate termination of monitoring for wetland mitigation sites with the
District by:
a. Notifying the District in writing when the Wetland Mitigation Success Criteria (Condition
16) have been initially achieved.
b. Upon District acknowledgement, suspending all maintenance activities including but not
limited to irrigation and addition or removal of vegetation.
c. After one year, submitting a monitoring report to the District.
The District will evaluate the wetland mitigation site(s) to determine if the Wetland Mitigation
Success Criteria have been maintained, and will notify the Permittee in writing of the evaluation
results. The District reserves the right to require that corrective action be performed by the
Permittee if any of the Wetland Mitigation Sites fail to maintain the success criteria.
18. The District reserves the right to require the Permittee to identify and perform corrective actions
if the District issues a wetland mitigation deficiency determination.
.
.
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Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
7
19. Wetland boundaries shown on the approved construction drawings shall be binding upon the
Permittee and the District.
20. For dry bottom retention systems, the retention area(s) shall become dry within 72 hours after a
rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation
of this permit.
21. The Permittee shall notify the District of any sinkhole development in the surface water
management system within 48 hours of discovery and must submit a detailed sinkhole evaluation
and repair plan for approval by the District within 30 days of discovery.
22. The operation and maintenance entity shall submit inspection reports in the form required by the
District, in accordance with the following schedule.
( ) For systems utilizing effluent filtration or exfiltration, the inspections shall be performed
18 months after operation is authorized and every 18 months thereafter.
(X) For systems utilizing retention or wet detention, the inspections shall be performed two
(2) years after operation is authorized and every two (2) years thereafter.
( ) For systems utilizing effluent filtration or exfiltration and retention or wet detention, the
inspections shall be performed 18 months after operation is authorized and every 18
months thereafter.
23. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to
assess the pollutant removal efficiency of the surface water management system. The Permittee
may be required to cooperate in this regard by allowing on-site access by District representatives,
by allowing the installation and operation of testing and monitoring equipment, and by allowing
other assistance measures as needed on site.
24. Refer to GENERAL CONDmON No. 15 herein.
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by
reference and the Permittee shall comply with them.
~~
Authorized Signature
.
.
EXHiBiT IIA"
~. All activities shall be implemented as set forth in the plans, specifications
and performance criteria as approved by this permit. Any deviation from the
permitted activity and the conditions for undertaking that activity shall
constitute a violation of this permit.
2. This permit or a copy thereof, complete with all conditions, attachments,
exhibits, and modifications, shall be kept at the work site of the permitted
activity. The complete permit shall be available for review at the work site
upon request by District staff. The permittee "shall require the contractor
to review the complete permit.priorto conunencement of the activity
authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does
not cause violations of state water quality standards. The permittee shall
implement best management practices for erosion and a pollution control to
prevent violation of state water quality standards. Temporary erosion
control shall be implemented prior to and during construction, and permanent
control measures shall be completed within 7 days of any construction
activity. Turbidity barriers shall be installed and maintained at all
locations where the possibility of transferring suspended solids into the
receiving waterbody exists due to the permitted work. Turbidity barriers
shall remain in place at all locations until construction is completed and
soils are stabilized and vegetation has been established. Thereafter the
permittee shall be responsible for the removal of the barriers. The
permittee shall correct any erosion or shoaling that causes adverse impacts
to the water resources.
4. Water quality data for the water discharged from the permittee's property or
into the surface waters of the state shall be submitted to the District as
required by the permit. Analyses shall be performed according to procedures
outlined in the current edition of Standard Methods for the Examination of
Water and Wastewater by the American Public Health Association or Methods for
Chemical Analyses of Water and Wastes by the U.S. Environmental Protection
Agency. If water quality data are required, the permittee shall provide data
as required on volumes of water discharged, including total volume discharged
during the days of sampling and total monthly volume discharged from the
property or into surface waters of the state.
5. District staff must be' notified in advance of any proposed construction
dewatering. If the dewatering activity is likely to result in offsite
discharge or sediment transport into wetlands or surface waters, a written
dewatering plan must either have been submitted and approved with the permit
application or submitted to the district as a permit prior to the dewatering
event as a permit"modification. A water use permit may be required prior to
any use exceeding the thresholds in Chapter 40D-2, F.A.C.
RRP General Conditions
Individual, Standard General, Minor Systems
7/95 {Reprint 1l/9S} Page 1 of 4
ft printed on
~1 recycled paper
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6. Stabilization measures shall be initiated for erosion and sediment control on
disturbed areas as soon as practicable in portions of the site where
construction activities have temporarily or permanently ceased, but in no
case more than 7 days after the construction activity in that portion of the
site has temporarily or permanently ceased.
7. Off site discharges during construction and development shall be made only
through the facilities authorized by this permit. Water discharged from the
project shall be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules
satisfactory to the District.
8. The permittee shall complete construction of all aspects of the surface water
management system, including wetland compensation (grading, mulching,
planting), water quality treatment features, and discharge control facilities
prior to beneficial occupancy or use of the development being served by this
system.
9. The following shall be properly abandoned and/or removed in accordance with
the applicable regulations:
a. Any existing wells in the path of construction shall be properly
plugged and abandoned by a licensed well contractor.
b. Any existing septic tanks on site shall be abandoned at the beginning
of construction.
c. Any existing fuel storage tanks and fuel pumps shall be removed at the
beginning of construction.
10. All surface water management systems shall be operated to conserve water in
order to maintain environmental quality and resource protection; to increase
the efficiency of transport, application and use; to decrease waste; to
minimize unnatural runoff from the property and to minimize dewatering of
offsite property.
11. At least 48 hours prior to commencement of activity authorized by this
permit, the permittee shall submit to the District a written notification of
commencement indicating the actual start date and the expected completion
date.
12. Each phase or independe~t portion of the permitted system must be completed
in accordance with the permitted plans and permit conditions prior to the
occupation of the site or operation of site infrastructure located within the
area served .by that portion or phase of the system. Each phase or
independent portion of the system must be completed in accordance with the
permitted plans and permit conditions prior to transfer of responSibility for
operation and maintenance of that phase or portion of the system to a local
government or other responsible entity.
ZRP General Conditions
Xndividual, Standard General, Hinor Systems
7/95 {Reprint 11/9S} Page 2 of 4
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13. Within 30 days after completion of construction of the permitted activity,
the permittee shall submit a written statement of completion and
certification by a registered professional engineer or other appropriate
individual as authorized by law, utilizing the required Statement of
Compietion and Request for Transfer to Operation Entity form identified in
Chapter 40D-l, F.A.C. Additionally, if deviation from the approved drawings
are discovered during the certification process the certification must be
accompanied by a copy of the approved permit drawings with deviations noted.
14. This permit is valid only for the specific processes, operations and designs
indicated on the approved drawings or exhibits submitted in support of the
-.permi.t--application. ..Any.. subs.tantial,devi:ation -from the approved drawings,
exhibits, specifications or permit conditions, including construction within
the total land area but outside the approved project area(s), may constitute
grounds for revocation or enforcement action by the District, unless a
modification has been applied for and approved. Examples of substantial
deviations include excavation of ponds, ditches or sump areas deeper than
shown on the approved plans.
15. The operation phase of this permit shall not become effective until the
permittee has complied with the requirements of the conditions herein, the
District determines the system to be in compliance with the permitted plans,
and the entity approved by the District accepts responsibility for operation
and maintenance of the system. The permit may not be transferred to the
operation and maintenance entity approved by the District until the operation
phase of the permit becomes effective. Following inspection and approval of
the permitted system by the District, the permittee shall request transfer of
the permit to the responsible operation and maintenance entity approved by
the District, if different from the permittee. Until a transfer is approved
by the District, the permittee shall be liable for cOmpliance with the terms
of the permit.
16. Should any other regulatory agency require changes to the permitted system,
the District shall be notified of the changes prior to implementation so that
a determination can be made whether a permit modification is required.
17. This permit does not eliminate the necessity to obtain any required federal,
state, local and special district authorizations including a determination of
the proposed activities' compliance with the applicable comprehensive plan
prior to the start of a~y activity approved by this permit.
18. This permit does not convey to the permittee or create in the permittee any
property right, or any interest in real property, nor does it authorize any
entrance upon or activities on property which is no~ owned or controlled by
the permittee, or convey any rights or privileges other than those specified
in the permit and Chapter 40D-4 or Chapter 40D-40, F.A.C.
ERP General Conditions
Zndividual, Standard General, Minor Systems
7/95 {Reprint 1l/9S} Page 3 of 4
.
.
19. The permittee is hereby advised that Section 253.77, F.S., states that a
person may not commence any excavation, construction, or other activity
involving the use of sovereign or other lands of the state, the title to
which is vested in the Board of Trustees of the Inte~al Improvement Trust
Fund without obtaining the required lease, license, easement, or other form
of consent .authorizing the proposed use. Therefore, the permittee is
responsible for obtaining any necessary authorizations from the Board of
Trustees prior to commencing activity on sovereignty lands or other state-
owned lands.
20. The permittee shall hold and save the District harmless from any and all
damages, claims, or liabilities, which may 'arise by reason of the activities
authorized by the permit or any use of the permitted system.
21. Any delineation of the extent of a wetland or other surface water submitted
as part of the permit application, including plans or other supporting
documentation, shall not be considered binding unless a specific condition of
this permit or a formal determination under section 373.421(2), F.S.,
provides otherwise.
22. The permittee shall notify the District in writing within 30 days of any
sale, conveyance, or other transfer of ownership or control of the permitted
system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the
requirements of Rule 40D-4.351, F.A.C. The permittee transferring the permit
shall remain liable for any corrective actions that may be required as a
result of any permit violations prior to such sale, conveyance or other
transfer.
23. Upon reasonable notice to the permittee, District authorized staff with
proper identification shall have permission to enter, inspect, sample and
test the system to insure conformity with District rules, regulations and
conditions of the permits.
24. If historical or archaeological artifacts are discovered at any time on the
project site, the permittee shall immediately notify the District and the
Florida Department of State, Division of Historical Resources.
25. The permittee shall immediately notify the District in writing of any
previously submitted information that is later discovered to be inaccurate.
BRP General Conditions
Individual, Standard General, Minor Systems
7/95 {Reprint 11/9S} Page 4 of 4
An Equal Opport/miry Emplover
James L. Allen
Chairman, Bushnell
James E. Martin
Vice Chairman, St. Petersburg
Sally Thompson
Secretary, Tampa
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L. Davis, Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Harllee,lV
Bradenton
Curtis L. Law
Land O'Lakes
Brenda Menendez
Tampa
E. D. "Sonny" Vergara
Executive Director
Gene A. Heath
Assistant Executive Director
Edward Ill. Helvenston
General Counsel
Excellence
Through
Quality
Service
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Southwest Florida
Water Management District
2379 Broad Street. Brooksville. Florida 34609-6899 . 1-800-423-1476 (Florida Only)
or (352) 796-7211 . SUNCOM 628-4150. r.D.D. Number Only (Florida Only): 1-800-231-6103
Intemet address: http://www.swfwmd.state.f1.us
7601 Highway 301 North
Tampa, Florida 33637-6759
1-800-836-0797 or (813) 985-7481
SUNCOM 578-2070
115 Corporation Way
Venice, Florida 34292-3524
1-800-320-3503 or (941) 486-1212
SUNCOM 526-6900
3600 West Sovereign Path, Suite 226
Lecanto. Rorida 34461-8070
(352) 527-8131
SUNCOM 667-3271
170 Century Boulevard
Bartow. Florida 33830-7700
1-800-492-7862 or (941) 534-1448
SUNCOM 572-6200
NOTICING PACKET PUBLICATION INFORMATION
The District's action regarding the issuance or denial of a permit only becomes closed to future
legal challenges from members of the public, or "third parties" if 1.) "third parties" have been
properly notified of the District's action regarding the permit, and 2.) no "third party" objects to
the District's action within a specific period of time following the notification.
Notification of "third parties" is provided through publication of certain information in a
newspaper of general circulation in the county or counties where the proposed activities are to
occur. Publication of notice informs "third parties" of their right to challenge the District's
action. If proper notice is provided by publication, "third parties" have a 21-day time limit in
which to file a petition opposing the District's action. A shorter 14-day time limit applies to
District action regarding Environmental Resource Permits linked with an authorization to use
Sovereign Submerged Lands. If no notice to "third parties" is published, there is no time limit
to a party's right to challenge the District's action. The District has not pUblished a notice that
it has taken or intends to take final action on your application. To ensure that the period of time
in which a petition opposing the District's action regarding your application is limited to the time
frames stated above, you may publish, at your own expense, a notice in a newspaper of general
circulation. A copy of the Notice of Agency Action the District uses for publication, a list of
newspapers of general circulation, and guidelines for publishing are included in this packet.
Guidelines for Publishing a Notice of Agency Action .
1. Prepare a notice for publication in the newspaper. The District's Notice of Agency
Action, included with this packet, contains all of the information that is required for proper
noticing. However, you are responsible for ensuring that the form and content of your
notice comply with the applicable statutory provisions.
2. Your notice must be published in accordance with Chapter 50, Florida Statutes. A copy
of the statute is enclosed.
3. Choose the newspaper that is appropriate considering the location of the activities
proposed in your application.
4. Contact the newspaper you have chosen for further information regarding their
procedures for publishing.
5. You only need to publiSh the notice for one day.
6. Obtain an "affidavit of publication" from the newspaper after your notice is published.
7. Immediately upon receipt send the ORIGINAL affidavit to the District at the address
below, for the file of record.
Southwest Florida Water Management District
Records and Data Supervisor
2379 Broad Street
Brooksville, Florida 34609-6899
Note: If you are advertising a notice of the District's proposed action, and the District's final
action is different, publication of an additional notice may be necessary to prevent future legal
challenges.
For assistance, contact Jim Marshall at ext. 4343, or Annie Taylor at ext. 4337 at Brooksville.
A:\notepakt. wpd 10/06/98
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--
NOTICE OF AGENCY ACTION TAKEN BY THE
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
Notice is given that the Agency Action was
(Approved/Denied)
on
. (Date Approved/Denied)
(Name of Permittee/Applicant)
(Address)
(City, State and Zip Code)
, Permit/Application No.
(Permit/Application No.)
The project is located in
(County Name)
County, Section(s)
(Section)
Township
South, Range East. The Agency Action
(Township) (Range)
(Approved/Denied)
a
(Surface Water Management System/ Surface Water Management System and
Proprietary Authorization for the use of Sovereign Submerged LandslWater Use Permit)
on acres to serve
(# of Acres) (Type of Project)
known as
(Project Name)
The file(s) containing the Agency Action referred to above is available for inspection Monday
through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the Southwest Florida Water
Management District (District)
(Address of District Office Issuing Permit/Denying Application)
A person whose substantial interests are affected by the District's agency action may petition for
an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F .S.).
Petitions must comply with the requirements of Sections 120.569 and 120.57, F.S. and Chapter
28-106, Florida Administrative Code, and be filed with (received by) the District Clerk located at
District Headquarters, 2379 Broad Street, Brooksville, FL 34609-6899. Petitions for administrative
hearing on the above agency action( s) must be filed within 21 days of publication of this notice (or
within 14 days for an Environmental Resource Permit with proprietary authorization for the use of
Sovereign Submerged Lands). Failure to file a petition within this time period shall constitute a
waiver of any right( s) such person( s) may have to request an administrative determination (hearing)
under Sections 120.569 and 120.57, F.S., concerning the subject agency action. Petitions which
are not filed in accordance with the above provisions are subject to dismissal.
Because the administrative hearing process is designed to formulate final agency action, the filing
of a petition means that the District's final action may be different from the position taken by it in
this notice of agency action. Persons whose substantial interests will be affected by any such final
decision of the District on the application have the right to petition to become a party to the
proceeding, in accordance with the requirements set forth above.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
A:\notepakt.wpd 10106/98
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SAMPLE
NEWSPAPER ADVERTISING CONTACT LIST
CHARLOTTE COUNTY
Charlotte Sun Herald
P.O. Box 2390
Port Charlotte, FL 33949
941 629-2855/Fax 941 629-7740
DESOTO, HARDEE, HIGHLANDS COUNTIES
Tampa Tribune - Highlands Today
231 US Highway 27 N
Sebring, FL 33870
941 382-1164/Fax 941 382-1076
HERNANDO COUNTY
Tampa Tribune - Hernando Edition
15319 Cortez Blvd.
Brooksville, FL 34613
352 544-5240/Fax 352 544-0599
HILLSBOROUGH, CITRUS, LAKE, & PASCO
COUNTIES
Tampa Tribune
P.O. Box 191
Tampa, FL 33601
813 259-7585/Fax 813259-7392
LEVY COUNTY
Levy County Journal
P.O. Box 159
Bronson, FL 32621
352 486-2312
A:\notepakt.wpd 10/06/98
MANATEE COUNTY
Bradenton Herald"
P.O. Box 921
Bradenton, FL 33506
941 745-7064/Fax 941 746-7090
MARION & SUMTER COUNTIES
OO8la Star Banner
P.O. Box 490
Ocala, FL 33478
352 867 -4038/Fax 352 867-4028
PINELLAS COUNTY
St. Petersburg Times
490 1ST Avenue S
St. Petersburg, FL 33701
813 893-8358/Fax 813 892-2209
POLK COUNTY
Tampa Tribune - Polk Edition
223 S Florida Avenue
Lakeland, FL 33801
941 683-6531/Fax 941 686-8397
SARASOTA COUNTY
Sarasota Herald Tribune
P.O. Drawer 1719
Sarasota, FL 33578
941 957-5160/Fax 941 957-5235
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CHAPTER 50, FLORIDA STATUTES
LEGAL AND OFFICIAL ADVERTISEMENTS
50.011 Where and in what language legal notices to be published.
50.021 Publication when no newspaper in county.
50.031 Newspapers in which legal notices and process may be published.
50.041 Proof of publication; uniform affidavits required.
50.051 Proof of publication; form of uniform affidavit.
50.061 Amounts chargeable.
50.071 Publication costs; court docket fund.
---SO.011 Where and in what language legal notices to be published.-
Whenever by statute an official or legal advertisement or a publication, or notice in a newspaper has been or is directed or permitted
in the nature of or in lieu of process, or for constructive service, or in initiating, assuming, reviewing, exercising or enforcing jurisdiction
or power, or for any purpose, including all legal notices and advertisements of sheriffs and tax collectors, the contemporaneous and
continuous intent and meaning of such legislation all and singular, existing or repealed, is and has been and is hereby declared to be and
to have been, and the rule of interpretation is and has been, a publication in a newspaper printed and published periodically once a week
or oftener, containing at least 25 percent of its words in the English language, entered or qualified to be admitted and entered as
lsecond-class matter at a post office in the county where published, for sale to the public generally, available to the public generally for
the publication of official or other notices and customarily containing information of a public character or of interest or of value to the
residents or owners of property in the county where published, or of interest or of value to the general public.
History.-s. 2, ch. 3022, 1877; RS 1296; GS 1727; s. 1, ch. 5610,1907; RGS 2942; s. 1, ch. 12104, 1927; CGL 4666,4901; s. 1, ch.
63-387; s. 6, ch. 67-254.
1Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.01.
50.021 Publication when no newspaper in county.-
When any law, or order or decree of court, shall direct advertisements to be made in any county and there be no newspaper published
in the said county, the advertisement may be made by posting three copies thereof in three different places in said county, one of which
shall be at the front door of the courthouse, and by publication in the nearest county in which a newspaper is published.
History.-RS 1297; GS 1728; RGS 2943; CGL 4667; s. 6, ch. 67-254.
Note.-Former s. 49.02.
50.031 Newspapers in which legal notices and process may be published.-
No notice or publication required to be published in a newspaper in the nature of or in lieu of process of any kind, nature, character
or description provided for under any law of the state, whether heretofore or hereafter enacted, and whether pertaining to constructive
service, or the initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, by any court in this state, or any notice of sale
of property, real or personal, for taxes, state, county or municipal, or sheriff's, guardian's or administrator's or any sale made pursuant to
any judicial order, decree or staMe or any other publication or notice pertaining to any affairs of the state, or any county, municipality or
other political subdivision thereof, shall be deemed to have been published in accordance with the statutes providing for such publication,
unless the same shall have been published for the prescribed period of time required for such publication, in a newspaper which at the
time of such publication shall have been in existence for 1 year and shall have been entered as 1second-class mail matter at a post office
in the county where published, or in a newspaper which is a direct successor of a newspaper which together have been so published;
provided, however, that nothing herein contained shall apply where in any county there shall be no newspaper in existence which shall
have been published for the length of time above prescribed. No legal publication of any kind, nature or description, as herein defined, shall
be valid or binding or held to be in compliance with the statutes providing for such publication unless the same shall have been published
in accordance with the provisions of this section. Proof of such publication shall be made by uniform affidavit.
History.-ss.1-3, ch. 14830, 1931; CGL 1936 Supp. 4274(1); s. 7, ch. 22858,1945; s. 6, ch, 67-254; s. 1, ch, 74-221.
1Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.03.
50.041 Proof of publication; uniform affidavits required.-
(1 ) All affidavits of publishers of newspapers (or their official representatives) made for the purpose of establishing proof of pUblication
of public notices or legal advertisements shall be uniform throughout the state.
(2) Each such affidavit shall be printed upon white bond paper containing at least 25 percent rag material and shall be 8% inches in
width and of convenient length. not less than 5% inches. A white margin of not less than 2% inches shall be left at the right side of each
affidavit form and upon or in this space shall be substantially pasted a clipping which shall be a true copy of the public notice or legal
advertisement for which proof is executed.
(3) In all counties having a population in excess of 450,000 according to the latest official decennial census, in addition to the charges
which are now or may hereafter be established by law for the publication of every official notice or legal advertisement, there may be a
charge not to exceed $2 for the preparation and execution of each such proof of publication or publisher's affidavit.
History.-s. 1, ch. 19290, 1939; CGL 1940 Supp. 4668(1); s. 1, ch. 63-49; s. 26, ch. 67-254; s. 1, ch. 76-58.
Note.-Former s. 49.04.
50.051 Proof of publication; form of uniform affidavit.-
The printed form upon which all such affidavits establishing proof of publication are to be executed shall be substantially as follows:
A:\notepakt.wpd 10/06/98
.
.
NAME OF NEWSPAPER
Published (Weekly or Daily)
(Town or City) (County) FLORIDA
STATE OF FLORIDA
COUNTY OF
Before the undersigned authority personally appeared , who on oath says that he or she is of the , a
newspaper published at in County, Florida; that the attached copy of advertisement, being a
in the matter of in the Court, was published in said newspaper in the issues of
Affiant further says that the said is a newspaper published at , in said County, Florida, and that the said
newspaper has heretofore been continuously published in said County, Florida, each and has been entered as
1second-class mail matter at the post office in , in said County, Florida, for a period of 1 year next preceding the first
publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm
or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said
newspaper.
Swom to and subscribed before me this day of ,19_, by ,who is personally known to me or who has
produced (type of identification) as identification.
_(Signature of Notary Public)_
_(Print, Type, or Stamp Commissioned Name of Notary Public)_
_(Notary Public)_
History.-s. 2, ch.19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67-254; s. 1, ch. 93-62; s. 291, ch. 95-147.
1Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.05.
50.061 Amounts chargeable.-
(1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefor the rates
specified in this section without rebate, commission or refund.
(2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch for the first
insertion and 40 cents per square inch for each subsequent insertion, except that:
(a) In all counties having a population of more than 304,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch
for each subsequent insertion.
(b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 95 cents per square inch for the first insertion and 75 cents per square inch
for each subsequent insertion.
(3) Where the regular established minimum commercial rate per square inch of the newspaper publishing such official publiC notices
or legal advertisements is in excess of the rate herein stipulated, said minimum commercial rate per square inch may be charged for all
such legal advertisements or official public notices for each insertion, exceptthat a governmental agency publishing an official public notice
or legal advertisement may procure publication by soliciting and accepting written bids from newspapers published in the county, in which
case the specified charges in this section do not apply.
(4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless
otherwise specified by statute.
(5) Any person violating a provision of this section, either by allowing or accepting any rebate, commission, or refund, commits a
misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083.
(6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal
advertisement and shall not subject same to legal attack upon such grounds.
History.-s. 3, ch. 3022,1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215, 1927; CGL 4668; ss. 1,2, 2A, 2B, ch. 20264,1941;
s. 1,ch.23663, 1947;s. 1,ch.57-160;s. 1,ch.63-50;s. 1,ch. 65-569;s.6,ch.67-254;s. 15,ch. 71-136;s.35,ch. 73-332;s. 1,ch.
90-279.
Note.-Former s. 49.06.
50.071 Publication costs; court docket fund.-
(1) There is established in Broward, Dade, and Duval Counties a court docket fund for the purpose of paying the cost ofthe publication
of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of the calendar relating to
such cases. A newspaper qualified under the terms of s. 50.011 shall be designated as the record newspaper for such publication by an
order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with
the clerk of the circuit court for the subject county. The court docket fund shall be funded by a service charge of $1 added to the filing fee
for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds
separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose other than that established herein. The
clerk of the circuit court shall dispense the fund to the designated record newspaper in the county on a quarterly basis. The designated
record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the
county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record
newspaper.
(2) The board of county commissioners or comparable or substituted authority of any county in which a court docket fund is not
specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as
established in subsection (1).
(3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without
charge, accept legal advertisementfor the purpose ofservice of process by publication under s. 49.011(4), (10), and (11) when such
publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081.
History.-s. 1, ch. 75-206.
A:\notepakt.wpd 10106/98
.
.
~
Florida Department of Transportation
JEB BUSH
GOVERNOR
THOMAS F. BARRY, JR.
SECRETARY
June 21,2001
Mr. Chip Bolchoz, EIT
Stillwater Technologies
20 North Orange Avenue
Suite 1107
Orlando, FL 32801
RE: Access Connection Permit # 98-A-799-0071 & Drainage Permit # 98-0-799-0056
Section 15040, S.R. 60, M.P. 04.894, Project Name: Exxon Convenience Center
Dear Mr. Bolchoz:
This letter is to advise you that your formal request for a time extension, due to extenuating
circumstances as outlined in your letter, is approved. The new expiration date for both permits will be
June 22, 2002. If additional time is required beyond this date, a new and complete submittal will be
required for both the Access Connection and the Drainage permits.
If you have any further questions, please call Dan Karas, or Paul Hedglin at (727) 570-5101.
Sincerely,
~~
Ahmad Nawab, P.E.
Assistant Pinellas Maintenance Engineer
ANINJL
cc: D. Olson, D. Karas, & File
FILE: H:ILEITERSITIEMEEXI\2001\9R.A-0071
www.dot.state.fl.us
o RECYCLED PAPER
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THIS FORM NO.I FOR USE DURING TIlE CONSTRUCTION PHASE
AND SHALL BE KEPT wrrH 1lIE APPLICATION FILE,
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APPLICANT TIME UTENSlONFORM
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DtIe:--f~ - _____,2~ -~: 100a?~'
~ Up IJdlawaupW n..:... C> to - "2 2- - '2-0 0 \
David W Olson, PE
District Permits/
4ccess Management Engineer
~/e 30Vd
~Wdso:e oo'~e.~~o
el~9 Sle t:~O
!$NO!4Vij~dO La ~O~.:^8 iN~S
.' .
. STA n: OF nORmA DEPARTMENT ~F TRANSPORTIN
UTILITY PERMIT
DOT 99-24
fORM 710010-85
UTIUTIES
OGe . ()(./96
raxe I of 2
Permit No. C\q \..\ 1<1~ 0\.:('0 Section No. 15040-000 State Road 60
Perminee Cit of Clearwater
Address 10 s. Myrtle Street. Clearwater , FL 3 lephoneNumber
County PINELLAS
Re~cstilJlt~rmission from the State of Florida Department of Transportation, hereinafter called the FDOT, to construct, operate and maintain
~HE CONSTRUCTION OF A GRAVITY SEWER MAIN FROM THR STTRTECT PROPERTY TO AN
EXISTING MANHOLE ALONG THE NORTH SlOE OF GULF TO BAY BLVD. THE MANHOLE IS
LOCATED APPROX. 6'-8' INTO THE NORTH LANE OF THE WESTBOUND TRAFFIC.
FROM:
4.894 LT MILE POST
TO:
~6~
Signature
Submitted for the Utility Owner by: MICHAEL D. QUILLEN, P. E.
Typed Name & Title , ASST DIRECTOR OF ENGINEERING
FDOT construction is proposed or underwtftiy liRha'Hb:fJE 0 W.P.I. N .
Assistant District Permits!
Approved by:
David #lj~
ff~~ ni~trict Permits/ Issue Date
District Maintenance Engineer or ~OO!p.pManagement Engineer
<-,
\2..
Date
Recommended for approval by:
/ $.At-/9r
r ,
I. Permittee declares that prior to filing this application it has determined the location of all existing utilities, both aerial and underground
and the accurate locations are shown on the plans. A letter of notification was mailed on 1 - 2 9 - 9 9 to ollowing utility owners.
CLEARWATER GAS CITY OF CLEARWATER WATER AND SEWER MCI FLOR A GAS
TRANSMISSION VI I N CABLE F P NELLAS FPC GTE TWC PINELL G:f"tO HWY. ENC
2. TIle local Maintenance or Resident Engineer shall be notitied...furty-eight (48) hours prior to starting wor and 'n i~ately upon
completion of work. l1leDepartment'sEngineeri'SR, ~,~"'''''~ ,Iocatedat..c... co .
Telephone Number 7? 7~ <; 1 \) - S"( u I _' The PERMITfEE's employee responsible for Maintenanc Tr~'
, Telephone Number . (This name may be~vidRtg'jbe time of
the 48 hour notice prior to starting worle.) ~m
3. All work, materials, and equipment shall be subject to inspection by the local Maintenance or Resident Enginee~ slfa'ilQet rOOT
standards.
4. All plans and installations shall conform to the requjrement~ of the FOOT's Utility Accommodation Manual in effat as of the date Ihis
permit is approved by FDOT, and shall be made a part of this permit. This provision shall not limit the authority of the District Director
of Operations under Paragraph 8 of this Permit.
5. This PERMITfEE shall cammence actual construction in good faith within ..6..Q... days after issuance of permit, and shall be compleled
within ..l.2..Q. days after permitted work has begun. If the beginning date is more that 60 days from date of permit approval, then
PERMITIEE must review the permit with the FDOT Maintenance Engineer to make sure no changes have occurred in the Transportation
Facility that would affect the permitted construction.
6. The construction and maintenance of such utility shall not interfere with the property and rights of a prior PERMITTEE.
7. It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant
to this permit shall not operate to create or vest any property right in said holder, except as provided in executed subordination ami
Railroad Utility Agreements.
8. Pursuant to Seclion 337.403(1), Florida Statllles, whenever necessary for the construction, repair, improvement, maintenance, safe and
efticient oper:1tion, alteration 01' relocation of all. or any portion of said Transportation Facility as deter!Jlined by the District Director of
Operations. any or all utilities and appurtenances authorized hereunder, shall be immediately rcmove'c(from said Transportation Facility
or reset or relocated thereon as required by the District Director of Operations and at the expense of the PERMfTIEE, except for
reimbursement rights set forth in previously executed subordination and Railroad Utility Agreements.
9. Jt is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FOOT's construction work.
the PERMfTTEE will coordinate with the FOOT before proceeding and shall cooperate with the FDOT's contractor to arrange the
sequence of work so as not to delay the work of the FDOT's contractor, defend any legal claims of the PDOT's contractor due to delays
caused by the PERMITTEE's failure to comply with the approved schedule, and shall comply with all provisions of the law and the
FDOT's current Utility Accommodation Manual. The PERMITfEE shall not be responsible for delays beyond its control.
10. In case of non-compliance with FOOT's requirements in effect as of the date this permit is approved by FDOT, this permit is void and
the facility will have to be brought into compliance or removed from the right of way at no cost to dIe FOOT, except for reimbursement
rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the
District Director of Operations under Paragraph 8 of this Permit.
RECEfVED
('\ C~. 21
~) -,! . ,
PIN'ELLAS
.
.
--- ~
f'ORM 710-01(}'&5
UT1LrnES
OGe - 06/90
P ~. 2 of 2
II. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right, title and inlerest
in dIe land to be entered upon and used by the PERMmEE. and the PERMITIEE will, at all times. and to the extent permitted by law.
. assume all risk of and indemnify. defend, and save harmless the State of Florida and the FDOT from and against any and alllos5. damage.
cost or expense arising in any manner on account of dIe exercise or attempted exercises by said PERMJTfEE of die aforesaid rights and
privileges.
12. During construction. all safety regulations of the FDOT shall be observed and the PERMITTEE must take measures. including placing
and the display of safety device.'l that may be necessary in order to safely conduct the public through the project area in accordance with
the Federal Manual on Uniform Traffic Control Devices, as mended for highways, the requirements of the Standard Application Package
for railways, including flagging services and Railroad Protective Insurance, or acceptable alternative, when applicable. and the FDOT's
latest Roadway and Trame Design Standards and Standard Specifications for Road and Bridge Construction, as amended.
13. ShoulLl the I'ERMITI'EE he desirous of keeping its utilities ill place and out of service. the PERMITTEE, by execution of this permit
acknowledges its present and continuing uwnership of its utilities located between and
,
within the FOOT's right-of-way as set forth above. PERMITTEE. at its sole expense. shaII promptly remove said out of service utilities
whenever District Director of Operations determines said removal is in the public interest.
L4. Special instructions:
1. Uti~ize FDOT Standard Index 523
;2, Lane closures should be of'f' e.
hours(Time permit.tirlg) due to dufat~~n
of' c?nnection. 3. Owner should be
respons~ble f'or patched roadway area f'
~o~t~~~~~~l o:n~n~8Yiear. 4. t'laintain 10f'~ ('
b n vertical separatio
etween water mains.
---------",-
.
It is.u~ldersiQQd and agreed that commencement by the PERMITTEE is acknowledgement and acceptance of the binding nature
of th.e$e special instructions.
UTILITY PERMIT FINAL INSPECTION REPORT
Date:
(:,:':;:
Date Work Started:
Date Work Completed: _
Inspected By:
(District Maintenance Engineer or Designee)
Remarks:
I the undersigned do hereby CERTIFY that the utility construction approved by the above numbered permit was installed in accordance with
the approved plans made a part of this permit and in accordance with the FOOT's current Utility Acc9mmodation Manual. All plan changes
should be approved by the local Maintenance or Resident Engineer and attached to this permit.
Utility Owner:
Title:
cc: Distric\ Permit Office
Perminee
Date:
*
.
.
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DRIVEWAY CONNECTION PERMIT
FOR ALL CATEGORIES
FOR\I a5.:.:4C.1i
SYSTE\IS P,-A~jNINC
11i9:
Pa(;e 1 cf:
,1",14 .
PART 1: PERMIT INFORMATION
APPLICATION NUMBER: 9 ~ A I. ~ ~\ d O,J
Permit Category: ~
Access Cl9ssification:
--
~
PROJECT: t?" 'K 'f.-.. G I' \ ~ f..<,<- \.J ,C \;::: OS C l:: N ~ c R
PERMITTEE-y, ~~. e. 0 ; \c E:. jQ ., t:" -;1 :In. c. ,
Section/Mil. Post ::::- 0 <-j . - (J ,:~ I '1:/9''; L -(;, Stat. Road,
Section/Mile Post: State Road:
--
Go
Section/Mile Post:
State Road:
PART 2: PERMITTEE INFORMATION
Permittee Name:~ ) D O.c:J:. t:-tJ t!:-f;. G '{ . LN L "
~ J
Permittee Mailing Address: 4- 0\ EA c:: 'T' .- fS (1 ,< ,-.. \ J (l , C{ J
City, State, Zip: C \-\ ~ (j..... La \I E. -' (\1 C. 2_ XL ('J.3
Telephone: f/dt{ ? LIt{ - / / c.f L
~PAr/consulta~ Project Manager: C'f L j0'- j K \
Engineer responsible for construction inspection:
"
~ I.) \ -\;c..
2.\u
Mailing Address: So 2- (
City, State, Zip:(3 (" \ rA'{I, !.Q ()
Te:ephone: (L(()i'7 -~. <;- ~ JI_
{J 3J L ~ ~"+~~./J
. ~ \ c' <r ( (~C(
/
Cfcxw{O,c\ ~,t: '
'j
'1?, C r ) p ~f-,
s: (") ~~
--
o o? ')
^ Ve ,.., Ire. e-
A . /
S2--1~ol
Mobile or ~o'7
(CIRCLE ONE)
(' (/ I-I-~ "t)
Sl1- -2? 5'" (
I
PART 3: PERMIT APPROVAL
The above application has been reviewed and is hereby approved subject to all Provisions as attached.
PERMIT NUMBER: 12> A I ~ c'- 0 (j IJ BY: p~ ~
Department of Transportation
Construction shall begin by: 0'5 b:3/2 (,,1 L' <..>
J ':""
::~:! sh:i;1 be com;:Jleted no later than: 01/ OS) Z...ou 0
t ~
David W Olson. PE
District Permits!
Access Management J:!.,ngmeer
Da:e of !3SlIance '>>yfr _____
TITLE:
_:t:~l
: 3~7;~-:L~i ,crO'i:si,JiIS a~~~Ch2(! y:::S
,
AJ t.J
n
!' ,.::)Tc: n1is permit is only valid fJr il8 ca'endar year from date of issuance.
I ~- / i . '
:':7:.'''''',~,:!n:!.::d rJ'- /'..:l.:JlJ'iZi; t:,... " ~~ 't r" , I II '-? I c, (~1 I' .
'''']C'''_ ...---.'---..--....-......:.-'=..-..t. - ....-.-r I to- -7 J ..
(__.u__.___:_::,..___ ..___ ____..___,+_.._..____.
sep.~,a/-99 03~421:J D15t:.Opera.tions
t
. ....,.. -7' ..~ t::;' r" f)";:'
BIJ .75 6278 51~7 0J .' .-~
FOH},1 fl.5i:1 {;.l() I H
., YSTL.\IS "I...\N',I>1'.:;
, j /;j.~
P:'\~~l' 2 t,:' '~
...........~..-..........................~..,............,,~...-._....._-~--_.~.___._u__.....____._.______..............__.......___....~___....___.._____._...._~,_..._.._~..fi_.._~'~.~....._....~..~..__.._._..,......._r._....._...__._....._._~....~__.."
PART 4: GENERAL PH.OVTSIOl'\S
__,....._.,...._.__._......~....____.4__........._...~....._..u.._--...._........----............__._________....~__..__4_.......__..u..._........___.....__...._......"..__.______.................._....r.._."~4.._.....____-......__...~_..'
2.
3,
4.
,-
.)
I
! 6.
7,
8,
I
9.
j (),
11.
u.
!.
NotiJy the Department of TranspOJ'l'ntioll Maintenan(.:c Office at le.ast 48 hours in advance of starting
proposed work.
Pll[)n(:lJZU~~t~.S:1.9.\..._.. A H(; nt. ion: c.ES--.,.k-~._1S.~_~l'\.~..::S:\:--_..~.__.___.._.._,._......____....__.........,..............
^ crlpy of the approved permit must be displayed in a prominent location in the illll)ll~'(li;.lle vicinity of the
connecliol1 construction.
Comply with 14-96,008(7) on Urility Notification Requirtlnenls.
Conlply with 14,,96.008 ConstructiO!1 & !\'1ainlenance of Traffic Req1Jjreml;~nr,;,
All worl< j)el'fornwd in lile DepiHtment's right of WHY shall be done ill accordance Willl tile nlOS( currenl
Depilrtln\.'lil stanchrds., specific:atilllls and tile perrnit. pr1J\isions,
The p<::rlllittee shallllol commence use of the connec!jojJ prim' to a final inspectioll nllt! acceptance by l.i1e
Depanmenl,
Comply witll l4-96,003(4)(a) Cost or Construction.
If a Siflnificanr Change of rhe permiu~e's land use. liS lkr'jm~d in Stclion :-nS. JR. Floricb SlatU[CS, occur';,
the D~'r):l1'1mtnt rnay [)er':in rhe proce~;s to lIlodify or r{:\,(lkl' IhG connt'ctiol1 pCllliil.
i'v1edial'ls may be adckcl ilJ1cllllCdian openings may be changed by the Department as pan of a Constructron
Projecl or S,iJ'ety Pl'()jt~Cl. Tile provision for a median miglH change the operation of Ihe eOflneclLolllO be
for right turns only.
All concll1ions inl'.LQI]~J~_.QY.J_NII;~rjYJLLA.P!~.Y l1l1le.~S specifiCAlly changed by lhc Deparrrncfll.
All approv(.'rJ C'Olllll.'ction(s) and turning HlOVClllClll.S are sllhj;::CI W the J)(~p:lJlll1ent's ('fllHinuing authority 10
revoke or rnodify such cOllnect.iOIl(S) ur turning mOvt:i11t:l1t.'1 in order to protect safel)' llnd f.ndfic operalions
on the stMe higllway or SU.ltt' Highway Syswm.
Tml1Sjl(>l'tatioll Conlrol Fealllr('s in the sf~te right of \IllY. 'franspor!alioJJ control features ill the
[kp;lrtmenl's righl of WHY, including, I)u( no! limited to. traffic sign;]ls, lllediam" lnedian opening,s., or any
other tr(lJl~,pClrli1lj()n cOlHrol fealures or lneaSlJres illlhc <;rare right of way are operalional ;111(1 ,~;'Ifery
Chilr<lCleristics of 11](' ,sr;ile Highway alld are 1'101 rncans uC' ilCCC%. The Deparfmcnt Illay inslnll, J'(::n\ov(~ or
fll(,dify any Jm~senl ()r fUILlre transpoil:l(ioll COI1{Tn] feaw(',: In the ~:lalC right of W<.lY slIch as lllcdian
opening. traffic control device or (\ feature affecting tllming ll!o\'cmellls thruugh <l connection, to nlake
clt:lngc<; to PWlllOlc sure:t)' inlhe right of \vay Or cffici:::11I {raCne operations olllhe highway.
1.3. The Pcnnil:cc (':11' hiln/hersclf. his!!lt~r heir,,>. his/htl' a:;<.!~~JlS and succ:e:-;so;'s in interest binds Jlnd is bound
ami ohlip;l1'ed to save Hnd /tole! [he Slillc~ or Florida. Th(~ r.')i:panll'l~!lt. it ag;:l'IlS ,HId employees hunnle:is
froln ,my and nil d;,!mage,~, cbilns, eXjwnst:, or injuries ari,;;ing OUI of:' ,my ill:l. neglecr or omission by the
apr:.dicam. ]lh!]wr heirs, assigns and successors in i,ntt~r~";[' rhm 111:I)' occur by reason of ll1i.~, facility clesign,
cun';fnKtj">lI, In:1illlelJ:lpcc: or contillltln,':: exi$(enc(~ of the cOrJlh:cdon fn,cililY, excepl thaI Illl' applic:\llt s1J;lil
I, 1)(1I b(; !id!l!,' under Ibis !)fl)\'ision fell' d:lIn;u\es mj.'!jn~. fr""ll! the sole l1euli,",:~j':ce 1)( ii'll': D':IHr(!'J1Cnr.
'. . '.. I
L,L~.:.._........_..::!JJ::_F~yl ': :.:.1.1 ':~'; .;I~;:IIU:~t:_~2::~E~).~~2!I:, I t' .!:~.I..~~I~l~;;~ll.~.~~1.~~..!.!.!2.:L.L: ~.~~)::.~l. ~l_~I.~0..'::!:...!;!.;~~..!:::. (?LU.l.~._ELgl~:_}.:_L...:'~.~~t:"..._.___._....._.,J
! '(JI.~ '\ 1 ~:;~!.o ;I,L:-:I
_~;\i';;'J'I:!~I,': I'! A ".;HI.'<",
"::)cqJ..-.,:.'Jf -~';;J
I.) ~~ : ... _'n'"
U'l Sl:. opoY'at ions
81.75 627B 51::?,'7735 1"'.04
~","""H__~'''''~'''____'''''''''_'_''''''''____'''_''~~'''_'_'''''''''_'_'''-''-''_'_.___.........___......_.......____......._._..._......~.."..._______.__~______..__.....~_.__...~__~........__.__.............."....~...~~....._~___.~_.....,''',...__.....
11"I,i,
)i:i~~\~ :. ~ 1,1 J
. .. PART 5: SPECIAL PJWVl810NS . I
-_.......................__..._..___.....__._"""....._..,_.._...____........__...__..__............-.......-..-.---........-..__..,.....-............____....,-...,_.___._.J,.,.,..._....",.~...__>I'"'......,..__.,.".,_......,.~,,,.................__..~.............................._.,..____.....~~
NON.CONrOHM rNO CONI\'ECT'IONS:
[Xl
D
YES
1\:0
I.
rr this i~ 11l1<)!l,c(lnl'orming; !.:OIlfICI:llllll permil, i1S cicrim't1 in Rule Chapters l4.96 lInd 14.97, then the following mllY b,~ Il. ]'),.\I'l of rhis p(~rrnil:
~:h(; 1I(4)'S'OlfJrliling cnIlHt'l;::(l::~~~ ;~~)~~~':;}~;.:,/(~1. Ilds rWl'lnil willl~arry no more thall ._._.~_.aD_O_._.._.m...'_._ ill !IVi::nlg, datly uartie.
..._.................._..___.....___,........_ I
QnlEl\.~p F:&I.~.L.PHQ.Y.g;IQN;;
1\11 11J'1I1cont"Jrrning t()nn':(~lioll!', will he ~;lIh.iL";1 l'll'ln:;un: or n:lllCillillll when n'a,o'\:lhll' ~\c(:ess h~t:l.lllle:; available- in tile 1'\1I111,:.
2.
1) Assurance of perfOl"manCe in accordance
with Florida Administrative COde~ Rule
Chapter 14-96.008(3) is required prior
to implementation of the Permit.
2)The Fo~~owing FDOT Gener&~ Notes
I rep~aces Items 12&14 on Sheet C01
(2 of' 23):
L work performe~ within the FLorida
)artment of Transportation right-of-
f sha~~ conform to:
Florida Department of Transportation
Indard Specifications for Road and
ld~e Construction, 1999, with Unit
,version Supp~ement,(a.k.a. Standard
!cs. ) .
F~orida Department of Transportation
ld Plans Prepar/!iltion M/!ilnual, Vo~ume I,
lpters 2 and 25.
F~orida Department of' Transportation
,xable Po!IIvement Desi&:n Manual for New
1struction and Pavement Rel'abi~itation
,ch 1995.
~. ~~orida Department of Transportation
oa way and Traffic Design Standards for
Constaruction, Maintenance and Uti~ity
Operations on the State Highway System
~an., 1994 Wi~h Interim Standards '
Supplements, <a.k.a Standard Index)
Compliance with a~l app~icab~e Indi~es
is Required.
'-..........._~.__.-
5. The app~icant m~lst notify the F~orida
Department of Transportaion-Loca~
Maintenance Of'fice(48) hours in advance
of starting proposed work.
Call Pinel~as Maintenance: 8.A. 8ennett
(?2?)5?O-5101
[_..._._.._._"'._._---_..,.~~.=_._._...~=.~..~~=..:~=-_....._.._....__.._._.=--=-=.~=...__...._--~~===~=~-=-=~=.=.:~===~.=~=.=.."....."._._-_._...._-----
_' PART (,: PER\H'''''J'F:E CEl{'l'JFICATJO~ AND SIG"ATVltE
__._._..........-..~'~_R._._.................,_~,".........,....j.......,.___..........~.....__..~~.,_"___."N.,.....~._._.~-----.___..___...............___--.........-.-__........._.--...........__....,.,.__''''.._..............~_.--....,.,....~..._...____~
This perl1lit.::; hereby ~,igJ1t:d and :lll pUJ\j<;jon:; agrt't'd 10011 (bit:: _..__....._-_....~~...__~..Q.:.~?-.:..':t.~~__......._...,_._..____._.._......_.........
] cerlify 1Ii:.1I [ h;l'it;' read ilod lllHkr:;wl1t1 tilt: il1lolll1:Jlill\\ :Inti prllvi:;ior)!. t'OI\ltdlwd in Ihis"permit. I further cC!'lil'y thai 1 pm;s,,;:, the alllhpr.!' (<l
umk:rtukc; rhe PI"'pllsrl! <.lUII'ilks. C /J ~ .
W/I'Nf,'Sl') "yQ~.(tb.:~. 5',,,,,, __.___._.-/_~;;;;;;,~;,<::;___________.
PRINT OJ( TYT'F'
Patricia A. Fadal
2016 Stanhome Way
..~._"_...-....~...{\i';...ii"'7\:.jC7.1r,~.,.;.:i ..--.....--.. ..."_.~.........._.........~..._..,....._.._-.__.
Orlando, FL 32804
~.."..,.,..""_.,......".,,"W'~.,...
: Ci~:.:
.~....-..., .....-.......~._..... .......".......~..._._...w.....~.~."
1';III"'.J IZi{<
PJUNT OR TYPE:
Adam A. Dionna
TITLE: _...D~.:..:c~:'~:Facilities Planning & Dev.
SoutIiein l'etroTe'Um.....Sy:sl:.emS"""-......._............. ""h"
2016 Stanhome Way, Orlando, FL 32804
~"~"-"'''''''''''--{E<<'\~l'' ."... ..._...... ..._. .........-..-----......-................--~,....._....."{,:;i;..II~;t-.-. ...~~'-~'rz;i:j'_r.".".~.._._.._.....-.. ._....-~.. .
DATE:
10-22-99
......-,-.~-..~.~...-~.~..."......_.-. ._-_.-..'..._....._.~-..-...-.."......._.............-......_--...........-...-......~---"---...._~........~-_..._-....._,.--_.-.~_.,.,_.-.._-,,.-,.......-~.----~.-_..........__......-..-.-..-................___..,,__....,~...........~~~.~,,~.........___w~...._.._.._....
-_..........~...-~....~..... ---' . ,_._-..,_......--....-""._~...,.,..~---.....'"-
IH',"Yf'II'":>.\l,r,,'"
,....,......
lJl\..W A ~'Jc..;Ul~l~l~~'1'lUI'lj Al'l)I..Il:A'l'.
FOR ALL CATEGORIES
IlORM a:m..u.m.ls
SVsrm,tS "LANNING -11194
I'. Je I 1Ilr6
'\1) ~\~~GC/~t
~l'I'LtCAN'r': Bayrock Ener,;y. Inc.
Anlllnc Address: 401 East Boulevard. Ste. 210
~lly. State. Zip Charlot te, NC 28203
rclcphone:(704) 344-1147
cONsur':I'JNG FfftM/PnO.mcr MANAGER:
Mr. Adam Dionna
Southern Petroleum Systems
Mailing Acklrcss: 2016 Stanhome Way
f'ROI'EltTY 0\'VN1tIl: Bayrock Ener ~y. Inc.
City SIRIC, Zip:
Re~1101l$lhlc Corporate Officer: Ma t t B 0 gdovi t ch
I
~IIUinll^ddress:401 East Boulevard, Stet 210
Tcfcphflnc:( 407) 481- 9 7 5 5
O~lando, Florida 32804
Cily. Slnte, Zip. Charlotte; NC 28203
e x t 'f 26
felcpho,nc:( 70~ 344-1147
I1AX,MohilcPllonc,elc.: (704) 344-9735
=INCIJ! OIlY
PAXJ Mobile Phone, ele.: ( 407) 481- 0769
CIKCt.llONlI . .
.
AltE YOU AN AU'rnOlUZUn JtEPRESEN'rA'rrVR?
If lhe property owner desires to have n representative sign and handle the application, the owner must
provide n notarized letter of nt1thoriznti~n attached with the application. (SEB PART 2 OF TlUS FORM
DBLOW)
AUlhClrl1.ccl Ih:prc5cnlnllvlll
(NOTE: All enrrcspflndclIl;O "mhe JUnelc thl'4luCh tho rCllrcsentnflvc. A notnrlzed leller far uufh4lrlzatloll onlst Ite aUache.' If yon use
nn lmlhorh;ccl reln'cscuCn.lvc,)
Name:
M~. Adam Dionna
Southern Petroleum Systems
COlllflllny:
Adllrcs:q:
2016 StanhQme Way, Orlando. Flo~ida 32804
Confbmc oneo next pnge
,-
.
.
;,
Sf ^ Ttl orr I'U)lllPA. 1ll!l'AnTMnNT 0,. TRANSPORTATION
DRIW'''IAY/CONNECTION APPI...ICATJON
FOR AT..'... CA1'ICOOIUES
FOIlM 150.040-15
SVSTI:lMS I'I..AHNINO . lllll<l
1'.,,, '2 Dr 6
.TEGORY A
C1 Single Family Home
CI DUl1lex.
.1.
CJ Other IIse less than 21 vehicles per day usn:
If
~TI!GOR.Y D
o DwclJlng Ultils. (between :3 nud 60)
I! to exceed
o trlpMllay
Cl Orncc/CommerclnllJnstllntlonntln ft small stnlcture (enter type and gross square (eet
below).
TYrn 011 usn
SQUAnn mrrr or STIUJCTURR
:her
o
6cscrirelnn uf USll
.
P YOU EXPECT MORE TI-IAN 600 TRIPS PER DAY FROM YOUR SI"E,
:OMPLETE T1US SECTION BELOW:
111 II LIse
Convenience Store
wi Gas Pumps
. None
I
Fast Food Rest.
wi Drive Thru
Volrs 12 fenl I 2 500 sf
(Oross Sq. fl. or'"lJwcllllllI tJnilsY
None
dslinn:
'o(1osed:
See Above
See Above
Allllell atklllllllllll ."cel. It ncea'llf)'
<<
sdmnled Avenllle Daily Volume:
Vat r4!qlllred for Cl/It!gory A)
2,500 ADT
1,800 ADT
,sllmated AVCTlll1e Peak Hour Volume: IN
1 71
ovr
17R
AM~PM (Circle "'.~. Olber)_
Ccmf hme onto next IlARc
. Oil l'I.OItUl'\ Ull,,^UTMl!N'I' OII.'I'ItANSI'OIt'fA'nON .
DRIVE,"' A Y/CONNltC1~ION AIll)LICA TJON
FOR ^T~IJ CATEGORIES.
FORM B50.04o.U
SYSTIiMS PLANNING - 11194
Pate 3 (If 6
~,~~~"",,~,""""~","'m''';1lil!i! ' ....:< .~,t~.'f.."'.';'.';~,';:,.':'~<:l!if. "~:"lil"t~'I' "'i1.i.',(\~I'l::i '~.r"'~a~""~I"lil"'i~i,:II!'~;I""r...""'''' "
;~;'~~;~~:~f .~rl_~~it~;~I;:>~'w" ..... "~.' .'~ ~:trt~t~;:~:~ . ~:.,t1...J.,~~~~~t'J.,.,.~ .~JJIH,~n~f.tb~ttt.!~~if.i....
r YOU ARE APPLYING FOR A TEMPORARY, PUBLIC STREET, OR SAFETY
PGRADE PERMIT COMPLETE THE FOLLOWING: '
lEeK ONI~
o Tempornry rerlllit. Description:
FromeDllle):
'1'0 (Dllte):
(Not (0' exceed 6 Itlontbs)
CI
o
'Puhllc Slrect. nand or Fllcllily. DescriptIon:, '
SafelY UPcrl\ltc. Description:
nxpeclc.1 Daily Trame
II,
. ;1
)\~~t!~~~;~~:~~a\;~~~~'~~: ". ~'~:ilr :~'. "~m~j. ii A'1~~I;i~'i.lj~f;N"IONmlN It()lttVi A,:ff:J ~1Nfi. .~ ; ':..~ ~~~[~~ii:i:*~~~~~~~!$ir}~~!~~~f~;:!~i:;il!;iiii;~~i;:i~[!!~'i~f~ii;i)::!t+hi
'perty Ph~'sjclll SHe Address:
Gulf to Bav Boulevard
tween:
On north side of the intersection of Gulf to Bay'Boulevard
Street, Ro.... filiI. IIld Street. Road. file.
and Sky Harbor Drive.
tr t1cyclOIJnlClIt Is In 1,IIlISC', l'h.m.c: Ilfo\llllo IldslllfnrUlIll!lI11 on II 'ClllIfatllllll:Cl.
cnse InelleAle North
See Attached Map
I
I
1Ji' IT wn.I. SERVE 'J'O nUTTRR COMMUNICATE.
rl.EAStt rltOVmB SKRTCn Olr PltOPER1Y ...OCATION.. (SCAI..U IS NOT IMPORTANT)
nond Name:
ROlldwnv Access Manllgement ClasslficlIlkm
IA..II,hlt Illl'~"I""'"
oslcd Speed Umit:
4e4S
I S-~i::':'~Wq 0
-s · 89,", L '=
MPII rosted Speed LImit:
MPII
:n:ld Seclion Numher:
Remel Seclloll Numhor:
(Avt'"'''' .. 1I<1"'_IIl'
Im~ }lost Numher:
Mile rosl Numher:
(".,11'''''' 1.llqtll!,nlml
(AT'f ACIl A l)J)tTIO~AI.. SIIIU!t AS Nlmmm)
CONTINI.II~ ON NItX'r I'AGI!:
111.,11,1'" "' n'j'",mrllll
" . ~.
l.la"eh'A. i(;(jf~I\l.t(;,l'tUj'-J Alt.-UCN..
IC'on AT..'" CA1'EGOIUgS
:iYSTliMS l'1.^,iNI""O . 11I11.1
"'Je .4 1)( 6
Alrendy Al'l'rovcd:
m SO, PLBASE A'FTACn APPROVAL DOCUMBNTTO AFPLlCATION
ocnllJovernment development npproval official:
Aflproval Pendin~:
x
.
If "llpproval pending II what Is expected approval date? November + /-
orne:
If.\(ld rtmcnl{Omce:
(recl Address:
~lly. SIlIIC. ZII):
'elephanc: ( 813
Tille:
City of ~le~~w~ter
100 S~ Myrtle A~enue, Suite 210
Clearwater, Florida 33756
" \.
) 562-4567
';' ',:: ,:."~L :"
'On. CA'l'UGOnlF.8 C,Il,R,F & G. "lIls Is Ihe minimum Information. requlrelt for review. This Information sball 'It signed, sealed and
tiled by n Prnression~t Engineer registered ill {'llorlda.
1 l\: 1-0'
)
Numhcr of Copies:
\. Sile rhlll Mnl' (Scale:
(p
nchlll!!:
v
v
V'
./
./
vi'"
,/'
~/A
/
./
Sllc circulation plan IIntl parking 1l1yout
Location of your proposed connectioll!!
Location of existing median openings serving the properlY
I
I
t.OCRlltlll of 1111 ",.bBe slreets servillg 111= property
All known casemenls
rrol'crty lines
nighl of wny Iincs
All ollt.pnrcels
Ownership of IIlmtting flnrceJs
lnset site locntiollll1ap
Location or huildlnns I1ml olher pcrmnnent fenlllrcs Ihnt nffcclslghl distance or circlIllItio.1l on puhlic roads
J!xisling join' Ilropcrty access ra~lllurus
Continue on lloxt I'nne
DR!WA Y/CONN'IlCTION 'A;~PU'CATr!
Iron AIJI" CA TEGORlIlS
FORM &:16-010./$
SVsrr:MS l'I.At4NtNO . HJll4
I'all" , or 6
::Nt~~j,~:~j~tl~~t~t~~:~~lr.~ 1t"litl,$.~lfritW ,j~N~~N,j~;qqhlN,~g~'~ p~:I~qqhiJ~'PM~ ',~p.I.~J~'S~I)\~~'(qQN'I~~NQ.~'))~~i?;ii~~r.~~t~~:!ill~\~~iWktf~i~;l~:R%~~i
l. II 0:;. ..,.... l
Connection besinn P1nl1 (Sellle: l.A/ ) C. Drn\nllDc /'rom Topo Plnns (Scflltrarc map from Site Plnn &
COl1necllon besln" may he required)
:llIdc!I:
.'"
~
~/~
./
...t
\/
.J./A:
~/A
COllllCcliOll/drivcwny dllllcnsl.ms (incllltlo
wldlh, llllglc, melius, Illlre, ute.)
~/~ Culvert size nfld Iype
.,/ Exislinc grading
./ Proposed crading -I.
"
v' ,:
Slormwnler fncUilics
~ Drninagc fllcililies
"-II roadwlty nUcrnlions
Anxillnry Innes wilh cross seeti""
Exisling Irnrnc conlrol devices
Proposed trllffie control devices
Striping IUld sigl\lnn plans
Pavemenl design include cross section for
. conncction(s)
Puvement design including cross section Cor
Rttxlllnry lanes
)llC 10 scate, IbIs exhibit tUllY need 10 he sepnrl\te r"(lm alher exhlblls) Recent aerial photos are Dcceptnbte.
tlc:nllnn nml spacing of connections, mcdlnn oj1enings, and ronds for:
660 PI, (200 M) each side of Ihe J1rol'osed connectioll .ror rOllds wilh spceds 45 MPJI (70 K1'II) or less ,
I
1320 PI, (400 M) each siele of Ibc proposed conneellon for ronds wid, speeds creMer than 45 MPII (70 KPIl)
Ahove inrorllllllion for bo.h sides (If the street
*Orher, Jhl,lnl"
1)1I~ 10 a restrictive medlnll, or other physical features, Ihe reqlllrcmclllll of 'his scctlon mil)' be less.
~1~~~~~t}t.
OR CA1'IWOltV n,E,F',4~O lll'pliclldon or nllY appllclIllon requesting n "rnffic Sigilli', New Median Opening, or Modified Medinll
(llming.
v
v
~JA
tJ./A
TI'Mfic Sllllly
Peak "tmr mnvemcllls from enclt proposed connection
I
Existing conditions
Fulure conditions (Yenr }
Contl"ue (In next I)ORe
".
...UI' t'!.U\IIIJfr.U"I'A1I1MI:NT UI' Tl\ANSI'OItTATIUN .
DRIVEWAY/CONNECTION APl)1...1CATION
FOR AI..l. CA TEGOIUES
I"OnM ISO.MO.lS
SYSTEMS /'I..ANNINO . 1119~
"tlle 61lf 6
Numher of packages.
Application forms hearlnc original sienatures.
Applicable designs IInd traffic stmiles and sealed hy n professionnl engineer.
II.
'I
,.
NOTES:
:tiCy Ihnl I am r.1millaf wilh
rtnntion Is Irue, co
ormation confalned in 'his 11(111110011011 and fhlll 10 .he best of my knowledge and belief slIch
If e.
ed
Dille:
9/'Z-'Z-- J ~ e
lecl Name:
Adam Dionna
LI!:
Age~t
liS5101lAI. J:tllilHlil,R R(,OISTRA'lIClIl NUWII:ll III' A!'I'l.ICAlIlJ:}1
l~ ,t,ll,.'"
2016 StanhomeWay
Orlando, Florida 32804
1~I"'e} ~ ~1
l~Nl)
llIlCVCI.nUI'AI'IIIl@
.
(~\'1)'11~'W1-1':> t?1,O'-
~~t11~" ?\O\
... ~# ~~
!""-;;:,
.'
Florida Department of Transportation
,J<
JEB BUSH
GOVERNOR
11201 N. MCKINLEY DRIVE. TA.\fPA, FL JJ61U40J ,(31J) 975-6258' 1.800-226-7220
DISTRICT DRAL'iAGE. MS 7-800
THO~IAS F. BARRY. JR.
SECRETARY
July 27, 1999
r;;:? - .171"....0
\1...\ ~ <<'(, C\
1-2, / 'I. L (C\ ~
bt;...~.,.......
Gregory R. Crawford, P.E.
Engineering & Design Group, Inc.
1004 Joshua Creek Court
Oviedo, Florida 32765
f\'~J
"-l
-
1..0
1..0
\,0::)
,'::.::: 3';;C
;=:: 2:::/11
N ;;';:-0
-;
-..J rI1fi1
~.......
" .::c:..<
:Jl: ~m
~ mo
Q
o
Subject;
Drainage Connection Pennit Application
Project Name: Exxon Convenience Center
Permit Number: 98-D-799-0056
Section Number: 15040 SR 60
M.P. (Sta.) Number: 4.894
County: Pinellas
Date Received: 10/8/98
Date Resubmitted: 7/7/99
Date Completed: 7/27/99
C4apter 14-86, Florida Administrative Code
:
Dear :Mr. Crawford:
We have completed our technical review of the Drainage Connection Pennit Application for the
subject project.
The submitted infonnation, plans an
compliance with Chapter 14-8. 3(3).
applicant as requested.
Note to Engi~eer: ,/ See Sheet 10 of23, "Outfall Structure Detail". The documentation has the
~ flow lille of the 30-inch pipe at elevation 25.63. The Detail shows the top
o concrete in the structure to be at elevation 26.50. This should be adjust d.
C ci ~ lease mail a copy of the As-Built for OUf record.
If you need 1hrther assist e in the pennitting process for this project, please do
contact me at (813) 975-~. ('ll)
'l(,~
s~ Aa4IJ. .
Me?an~h, P.E. _____
Assistant District Drainage Engineer
cc:
C~rlos Lopez, P.E., District Drainage Engineer
!vl1chael Jackson, Access lvIanflO'PD1Rnt
'i,~Ur.J'L'."3tate.f/.us
h:ldrllinugeVonnslex."'(on F.~
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. srATE OF FLOIUDA DEPA....ENT O'''''''''''TAnON':.f'.
DRAINAGE CONNECTION PERMIT APPLICATIO
I
FORM 592-J2
ROADWA Y DESIGN
10/86
To be completed by DOT
Drainage Connection Permit Application No.
c:r'g'JJ--.Jj9 0 C/ ~,
Date
''L{'t\~1
R.eceived By
State Road No.
Maintenance Unit
Station , .
FROM
I
I
I
~
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TO
Section No.
(),d
{~iu...- u"'--
'-f r- K~~
Construction Project No.
Milepost
To be completed by Applicant
Ba rock Ener
Applicant's Name:
Address: 40 1 E a s t
Charlotte
CITY
Project Name:
Location: G u 1 f
Pinellas
Inc.
Boulevard
STREBT
44-1147
NC TELEPHO~Etib 3
:STATB ZtP
Mecklenburg
coum
EXXON Convenience Center - Clearwater
60
Clearwater
7
29
16
center
Brief Description of Activity Proposed:
store with 6 gas pumps' and 2,500 sf drive thru resL1 along with 'assoc.
stormwater to discharge into a relocate ditch along the east property.
Briefly Describe Why This Activity Requires a Drainage Connection Permit: (Include Where the Stor water Will Discharge)
currentl the site dischar es into a 3'x5' culvert u der Gulf to Ba Blvd.
through a shallow ditch. The ditch will be relocated to the East side of
the site and will discharge the runoff from the pond into the same culvert
,
NOTE: Rule Chapter 14-86.004 specifies the exact data requirements which constitute a complete ap~liCation. Thisfonn must be submitted
with all the required items in quadruplicate. These include: I
...r;. Affidavit of Ownership or Control ~ocation Map I
Legal Description. , ___ Grading Plan I
.:2: Statement oj Contiguous Interest -...::::.. . Soil Borings i
-.::::. Computations Water TablelPercola~on
~ Certification -=::: Permit Form 592-13
~ Photographs of Existing Conditions ,
I
Please mark items which have been submitted k'
I HEREBY CERTIFY THAT THE INFORMATION SUB. . MITTED IN THIS APP ICATION IS COMPLETE
ACCURATE, OF THE ACTIVITY AND OF THE EXl G AND PROPOSED
DRAINAGE/S AGEMENT FEATUREs AND PATTERNS.
APPLICANT
Southern Petroleum S stems
(MAILINO ADDRESS)
Florida
STATE
(SIGN)
Mr. Adam Dionna
NAMB
Orlando
CITY
18
STREET
32804
481-9~P5
TELBPHONE
DATE
If thi. applkaUoo i.&l""'bMi~dIe 'PPl~ ~~~iOfg~ die pennlttee IIlll
be attached.
RECYCLED PAPER@
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STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DRAINAGE CONNECTION PERMIT
FORM 592-/3
ROADWAY DESIGN - 10/86
Page 1 00
To be completed by DOT
Drainage Connection Permit Application No.
State Road No. C, 0
Section No. / a y CI r-- 0 <) -.:I
Milepost ~( ,
'\ D' S> l~~ <..)0.56
Construction Project No.
Station
FROM
TO
To be completed by Applicant
I. Bavrock Ener$!:V. rnc.
(NAME OF APPUCANT) .
( 704) 344-1147
(TELEPHONE)
401 East Boulevard, Suite 210
(MAn..ING ADDRESS)
Charlotte
(CITY)
NC
(STATE)
28203
(ZIP)
having read the terms and conditions which follow, request permission to construct and operate a drainage connection between
(DESCRIBE YOUR FACILITY). the I?roposed si te and the exis tin$!: 3' x5' cuI vert
under Gulf to Bay Blvd. The store will include 3,000 sf of retail, car
wash, 6 gas pumps wi canopy. parking and a 2.500 sf drive thru rest-
aurant that will drain into a storrnwater pond for treatment prior to
discharging into the FDOT system.
and the facilities of the Department of Transportation by construction of a (DESCRIBE PROPOSED CONNECTION)
an existing 3'x5' box culvert under Gulf to Bay Blvd. Bayrock proposes
to construct a pond that will discharge into a relocated ditch along the
East side of the site (miti ation area) and then drain into the existin
FDOT system.
on the Department's right of way at the following location: a P pro x ima tel Y 1 00 fee tea s t 0 f the
intersection of Gulf to Bay Blvd. and Sky Harbor Drive.
on State Road No.
60
U.S. Highway No.
County
PinelIas
/'
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FORM 592.13
ROADWAY DESIGN - IO/~
Page 2 00
To .be completed By DOT
1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or
any exclusive privilege and it does not authorize any injury to private property or invasion of private rights, or any infringement
of Federal, State Of local laws or regulationsi nor does it obviate the necessity of obtaining any required state or local approvals.
2. The drainage connection as .authorized herein shall be constructed and thereafte.f maintained in accordance with the documents
attached hereto and incorporated by reference herein. AU construction on the Departmentis right of way shall conform to
Department specifications and the Department's manual on Traffic Controls and Safe Practices for Street and Highway
Construction, Maintenance and Utility Operation. Such construction shall be $ubject to the supervision and approval of the
Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage
connection is in compliance with this permit.
3. The entire expense of construction within the Department right of way, including replacement of existing pavement or other
existing features, shall be borne by the permittee.
4. The permittee shall maintain that portion of the drainage connection authorized herein located on his property in good
condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.
S. If the drainage connection is not constructed, operated or maintained in accordance with this permit. the permit may be
suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's
right of way shall be at the permittee's expense.
6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjW1ction with road
improvements.
7. The permittee shall make no attempt to forbid the full and free use by the public of all navigable waters at or adjacent to the
drainage connection.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right,
title, and interest in the Jand to be entered upon and used by the permittee, and the permittee will, at all times, assume all risk
of and indemnify, defend and save harmless the Department from and againSt any and all loss, damage, cost or expense arising
in any manner on account of the exercise or attempted exercises by said permittee of these rights and privileges regardless of the
respective degrees of fault of the parties. '
~e permitte\{hall notify the Department of Transportation Maintenan.ce Office lo~ ate<! PI ,,: \ \.. J
-- . t\ ' {~ .... l ~ Telephone (l 1.1) ~,o - ~ \ (; .
2~ h?urs m ~dvance of starting any ~ork on the drainage connection authorized by this permit an also 24 hours prior to any work
wl~m ~e nght of way. Cons~ruc~lon of any work on the right 01 way shall be completed within . days after such
notifical1on. If such construction IS not completed within _ days after such notification, the permittee shall notify the
Department of the anticipated completion date.
10. Utilities, incl.ud~g gas lines, may be located within the right of way. Prior to beginning work the pennittee shall contact
the Clerk of the Cll'C~lt Court :or the name, address.. and telephone number of any gas line owner who will provide information
upon.r~~uest on po~sl~le confli.cts betwee~!-he gas Ime and the permittee's drainage connection. The permittee shall also locate
all ut~ltles and obtam infonnat1o~ from utility owners as to possible conflicts between utilities and the drainage connection. The
pernuttee shall be solely responsIble for any damage to or conflicts with gas lines, utilities and/or third persons.
11. . This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval
and If construction on the drainage connection is not completed by (Date) .
12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
.
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FOR."! 592.13
ROADWAY DESIGN. 10/86
Page3 of 3
, ,
To be completed by Applicant
The above conditions are
is signed by a represen
ccepted and agreed to this .., t!" day of ~e~ ~ .l."., . 19 "8. (If this application
permittee. then a letter of aIIIhorlzatien ~ ':' _.)
Applicant:
2016 Stanhome Way
(MAIlJNG ADDRESS)
Witnessed By:
,cot{- .Jor~ "~ a ~,11.- ~~1'5
(MAILING ADDRESS)~ITY)(STA TB)(ZIP)
Witnessed BC~J ~
,,"~3;;lS 5rY1iL<Cl4-AV~ I L"-(}'*,*l'1t2..1I~~\'fIA ~~i9",;l
(MAILING ADDRBSS)(CITY)(STA TB)(ZlP)
Orlando, Florida 32804
(CITY)(STA TB)(ZIP)
To be completed by DOT
The above request has been reviewed and bas been found to meet the regulations as prescribed. and is hereby approved, subject
to !he following special conditions:
THE DEPARTME~T OF TRAN~~ORTATION BY ISSUANCE QF Tm~PERMIT ASS~S
NO RESPONSIBILITY FOR DISPOSAL OF WATER OR MAT~lU-ALS OF ANY KIN)> BY THE
P~RMITTEE. AND TIJE P~;RMITTEE BY ACCEP1';\NCE OF TlJISPERMIT ASSIJME~
aE&PONSmILITY FOR SUClI J)ISPOSAL IlS'CLUDING D~INAGE.
Department of Transportation:
ff~~
(SIGNATURE)
To be completed by Applicant
David W Olson. PE
District Permits/
Access Mana~ement Engineer
(TITLE)
I~~/fq'
(DATBOF APPROVAL)
Witnessed B
,oolf ..bS v~ '" q. ~I ~ '3~1b~
(MAILINO ADDRBSs)kITY)(STA TB)(ZIP)
WUne"'d~ TI&
d~~:snW.6A Mf: \A;ll!r~~ ~t\RlL flA 3~lqa
(MAILI/lrO ADDRESS)(CITY)(STA TE)(ZlP)
-:z.-z. day of
Applicant:
~:..--
. 19 ~ a .
RECYCLEDPAPER~
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INT~RES~
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STATEMENT OF CONTIGUOUS
PROJECT NAME
EXXON Convenience Center
PROJECT LOCATIONGulf to Ba Blvd. and Sk
COUNTY
STATE ROAD NUMBER
APPLICANT
el1as
- Cle rwa:J:er
I
I
Harbbr Driv
I
60
Bayrock Energy~ Inc.
I HEREBY CERTIFY THAT THE TOTAL CONTIGUOUS
PROPERTY OWNED OR CONTROLLED IS ASSHOWN,
ON THE PROJECT' S CONSTRUCTION PLAN AND MORE
FULLY DESCRIBED BY LEGAL DESCRIPTION AND
ATTACHED HERETO AS EXHIBIT "AI..
~
NAME/TITLE
SIGNED
ADDRESS
Mr. Adam Dionna, Agent
7.0]6 Stanhome Way
Orlando. Florida 32804
DATE ~'-z"e/ ~ e
'P,
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AFFIDAVIT OF PROPERTY OWNEaSHr~
OR CON'.'R01.
....-..--..........---
1 n aceo r'danct.' wi eh Ru J (Hi uf th~ Depn rtmcnt of
Chapter 14-86.004(4)a;
1~ Bayrock Energ~, Inc.
iO] !loRt Ron1 pvyrd~ Rf.; 21~. ~~~Qff~ d
own or contra t e '0 low ng eSCr be
Transportation,
. who reside at
NC , certify that
property:
Exhibit "AI!
S.lCNED
~1< ~ ~
lUTNESS:
~.h/<t8 ~
fO;)Lf .JoJh(/~ ~ Cf- _
· . ~ I t;;;::'o
NA~, .~ ._
j
AUOl(f:S~3~. SnU.i~ Ave
~ r~.u r::/A 3~qa
bt.'fur(,. me. this c::t~ __' day
-' 19_cr~_. _ I of
NAHE=
ADDRESS
..
~
~ .
w,",or,n to and subse r.( bed
- ~~-p-,-,~~^- .
'1__
,," '.. Eleanor Bermee Tweedy
~~ ^~..,.
*If.!.lJJJ *My Commission CC770179
--.~~..(>. Expires August 25, 2002
'~Of ,\,:
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EXHIBIT "A"
SECTION 17, TOWNSHIP 29 S., RANGE 16 E.,
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
DESCRIPTION
PARCEL NO.1:. . BEGINNING AT A POINT OF 110 YARDS NORTH AND 110 YARDS WEST OF THE SE CORNER OF THE SE 1/4 OF THE NW
1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING THENCE WEST 110 YARDS; THENCE SOUTli 110 YARDS, TliENCE
EAST 110 YAROS; THENCE NORTH 110 YAROS TO POINT OF BEGlNNINGj LESS: THE E. 30.00' THEREOf: AND LESS: THE S. 50.00'
THEREOF FOR RIGHT-Of-WAY FOR GULF TO BAY BOULEVARD (STATE ROAD 60); AND LESS: AN EASEMENT GRANTED TO PINELLAS WATER
CO., A FLORIDA CORP., BY H. L. McMULLEN, ET UX.. DATED FEBRUARY 24, 1930, FILED ON FEBRUARY 3, 1954, IN DEED BOOK
1465. PAGE 105, PINELLAS COUNTY RECORDS, (ASSIGNED TO CITY OF ST. PETERSBURG BY ASSIGNMENT DATED DECEMBER 4, 1940,
RECORDED IN DEED BOOK 1465, PAGE 105) GRANTING PERPETUAL EASEMENT TO CONSTRUCT, OPERATE AND MAINTAIN WATER MAINS
FOR DISTRIBUTION OF WATER, 50.00' WIDE, AS FOLLOWS: "ACROSS THE SE 1/4 OF NW 1/4, LESS 4 ACRES IN THE SW CORNER
MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST QUARTER-SECTION LINE OF SECTION
17, 707.0' MORE OR LESS WEST OF THE CENTER LINE OF SECTION 17, THENCE N. 36'09'30H E. (TRUE BEARING) 1,184.00'
MORE OR LESS TO A POINT ON THE NORTH AND SOUTH QUARTER-SECTION LINE 950.00' MORE OR LESS NORTH OF THE CENTER OF
SECTION 17, TOWNSHIP 29 5, RANGE 16 E, LYING AND BEING 20.00' IN WIDTH ON THE WEST SIDE AND 30.00' IN WIDTH ON THE
EAST SIDE OF" THE ABOVE-DESCRIBED LINE.
PARCEL NO.2: THE EAST 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO WIT: BEGINNING AT A POINT 110 YARDS NAND 110
YARDS W OF THE SE CORNER OF THE SE 1/4 OF THE NW 1/4 Of SECTION 17, TOWNSHIP 29 5, RANGE 16 E, AND RUNNING THENCE
W 110 YARDS: THENCE S 110 YARDS: THENCE E 110 YARDS: THENCE N 110 YARDS TO POINT OF BEGINNING: lESS: SOUTH 50.00'
THEREOF FOR RIGHT-OF"-WAY OF GULF TO BAY BOULEVARD (STATE ROAD 60).
PARCEL NO. 2A: THE W. 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO WIT: BEGINNING AT THE SE CORNER OF THE SE 1/4
OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING THENCE N. 1113 YARDS; THENCE W. 110 YARDS;
THENCE S. 110 YARDS; THENCE E. 110 YARDS TO A POINT OF BEGINNING; LESS: SOUTH 50.00' THEREOF FOR RIGHT-OF-WAY OF
GULF TO BAY BOULEVARD (STATE ROAD 60).
LESS AND EXCEPT RIGHT OF WAY AS DESCRIBED;
THAT PORTION OF THE SE 1/4 OF THE Sf. 1/4 OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S: RANGE 16 E, PINELLAS COUNTY,
FLORIDA, BEING DESCRIBED AS FOLLOWS:
COMMENCE AT A DISK MARKING THE NE CORNER OF THE NW 1/4 OF SAID SECTION 17; THENCE S. 0'48'06" E. 2,667.38' ALONG
THE EAST BOUNDARY OF SAID NW 1/4 TO THE SE CORNER OF SAID NW 1/4 SAID CORNER BEING ON THE SURVEY LINE OF SR 60;
THENCE S. 89'17'05" W. 300.00' ALONG SAID SURVEY LINE; THENCE N. 0'48'06" W. 50.00' TO THE SOUTH LINE OF A
10.00' EASEMENT PER O.R. 5950, PAGE 51, PUBLIC RECORDS OF PINELlAS COUNTY, FLORIDA, FOR A POINT OF BEGINNING;
THENCE S. 8917'05" W. 360.00 FEET ALONG SAID SOUTH LINE TO THE WEST LINE OF SAID EASEMENT; THENCE N. 0'48'06"
W. 10.00 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF SAID EASEMENT; THENCE N. 8917'05" E. 294.99' ALONG SAID
NORTH LINE; THENCE N. 0'42'55" W. 10.00'; THENCE N. 89'17'05" E. 50.00'; THENCE S. 0'42'55" E. 10.00' TO SAID
NORTli LINE OF SAID EASEMENT; THENCE N. 89'17'05" E. 15.01' ALONG SAID NORTH LINE TO TliEEAST LINE OF SAID
EASEMENT; THENCE S. 0'46'06" E. 10,00' ALONG SAID EAST LINE TO THE POINT OF BEGINNING. LESS EXISTING RIGHTS-OF-
WAY.
ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A TRACT OF LAND LYING WITHIN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, PINELLAS COUNTY
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: '
COMMENCE AT THE CENTER OF SAID SECTION 17. THENCE NOO'19'21-W, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID
SECTION 17, FOR 330.00 FEET, THENCE S89'46'01"W, ALONG A LINE 330.00 FEET NORTH Of AND PARALLEL TO THE SOUTH LINE
OF THE NORTliWEST 1/4 OF SAID SECTION 17, FOR 300.00 FEET TO THE POINT OF BEGINNING, SAID POINT ALSO BEING A POINT
330.00 FEET NORTH OF THE SOUTH LINE OF THE NORTHWEST 1/4 AND 300.00 FEET WEST Of THE EAST LINE OF THE NORTHWEST 1/4
OF SAID SECTION 17, THENCE 500'19'21"E, ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO SAm EAST LINE FOR
270.00 fEET TO THE POINT OF INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF GULF-TO-BAY BOULEVARD (STArE ROAD 60)
AS RECORDED IN OFFICIAL RECORDS BOOK 8750, ON PAGE BOB OF THE PUBLIC RECORDS OF PINELLAS COUNTY FLORIDA TliENCE '
ALONG SAID RIGHT-Of-WAY LINE, THE FOLLOWING (5) COURSES, (1) TliENCE S89'46'01"W, FOR 15.01 FEET, (2) TH'ENCE
NOO'13'S9"W, FOR ,1qjOO FEET, (3) THENCE 589'4601"W, FOR 50.00 FEET, (4) THENCE 500'13'S9-E, FOR 10.00 FEET,
(5) THENCE 569'4601 W. FOR 294.99 FEET TO THE POINT OF INTERSECTION WITH A LINE 660.00 FEET WEST OF AND PARALLEL
TO AFORESAID EAST L\NE, THENCE NOO'19'21"W, ALONG SAID PARALLEL LINE. FOR 270.00 fEET TO THE POINT OF
INTERSECTION WITH A LINE 330.00 FEET NORTH OF AND PARALLEL TO AFORESAID SOUTH LINE, THENCE N89'46'01"E, ALONG
SAID PARALLEL LINE, FOR 360.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.22 ACRES. MORE OR LESS.
J8,X PERM1\~/LUNI~HLI~
.:1-YU4"'~l:S1"'OU(Y
IYla.u '.::ll5
~~ua NO.UU~ ~.Uj
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ENGINEER'S CERTIFICATION
for DRA'NAGE CONNECTION PERMITS
Project N8me _ EXXO~ Convenience Center - Clearwater
Project Location Gulf to Bay Blvd. and Sky Harbor Drive
County Pinellas w State Road Number 60
Applicantls Nama Bayrock Ener gy. Inc.
or-
-
In accordance with Florida Administrative Code (F.A.C.) Rule 14.86, Drainage
Connections, I hereby oertify that the following rect~irements have been or will be
met. '
14-86.003(3){a}3: The quality of water conveyed by the connection
meets all applicable water quality standards or minimum design and
performance standards.
14M86.004(4)(g): The complete set of plans and computations comply
with 0 14-86.003(3)(8), or fZ) 14-86.003(3)(b). (check one)
, futher certify under penalty of law that a Nationet pollutant OI$ch.elrgB Eliminati'on '
System (NPDES) permit for stormwater discharges associated with industrial
activity 0 is required. ~ is not required. (check one)
I am aware that there are significant penaltles for submitting false information,
including the possibility of fines e1nd i,mprisonment.
This certification shall remain valid for any subsequent revision or svbmittat of
:::1:' computations or other pro::::::r~:nt$', ~. .
~ ,
"'
Name (typed)
Gregory R. ~r~wfo~ci ;:PE, PS~ ::;
Date
-
4 -'2'5 -'1 j
~J,UL
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(("^'. 1["""'7'("'[;' iRT' Tfl)IE"r1r:;"I.ll~TD'lTl'
~/"I il J jJlr~ 11...-' j . Jt~. , .L',1i.,'\.\...}lLD~ 'J
March 12, 1999
frl@[[IlfJlII?Jjj)
t ;11/:: j~"j
i i'J:': ,,:\\1 ;~'I' l' ,11!J
d hir! ,," ., i'1lif'! i,l.
, .i' "'t' -999.1 f
-'--~~~
Gregory R .Crawford, PE, PSM
Engineering and Design Group, Inc.
5021 Eggleston Ave., Ste. A
Orlando, FI 32804
Re: Exxon Convenience Center - Clearwater
Encroachment in the Transmission Main Easement
Dear Mr. Crawford:
Public Utilities Staff has reviewed the 3rd plan submittal for the referenced project in terms of
protecting the City's 36-inch Water Transmission Main (WTM) and finds them acceptable. Please
contact Mr. Brenden Lynch, Engineering and Storm Water Department at (727) 892-5381 regarding
the easement encroachment permit.
;;rt ~
U~ Parks, PE
Technical Support Manager
cc: Brenden Lynch
Amy Schiavone
Po. BOX 2842 . ST PETERSBURG, FLORIDA 33731-2842 . TELEPHONE (813) 893-7171
.J
.>
.
.,
A/I EJlla/ OppOrlUl1Jlr Emp/ew
James L. Allen i
Chairman. Bushneli I
James E. Martin,
'ce Chairman. St. Petersburg i
Sally Thompson i
Secretary. Tampa
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L. Davis, Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Harllee. IV
Bradenton
Curtis L Law
Land O'Lakes I
Brenda Menendez,'
Tampa
E. O. "Sonny" Vergara I
Executive Director
Gene A. Heath i
Assistant Executive Director I
Edward B. Helvenston I
General counsell
!
ExctI/ellcc
TIz rOll iZ./i
QUdlltv
Service:
.-~ (() 6
qB~oIS.~
Southwest Florida
Water Management District
2379 Brood Street. Brooksville. Florida 34609-6899 . 1-800-423-1476 (Florida Only)
or (352) 796-7211 · SUNCOM 628-4150. TDD. Number Only (Florida Only): 1-800-231-6103
Internet address: http://www.swfwmd.state.fl.us
7601 Highway 301 North
Tampa. Florida 33637-{)759
1-800-a36-D797 or (813) 985-7481
SUNCOM 578-2070
170 Century Boulevard
Bartow. Florida 33830-7700
1.800-492-7862 or (941) 534-1448
SUNCOM 572-6200
115 Corporation Way
Venice. Florida 34292-3524
1-800-320-3503 or (941) 486-1212
SUNCOM 526-6900
3600 West Sovereign Path. Suite 226
Lecanto. Rorida 34461-8070
(352) 527-8131
SUNCOM 667-3271
May 6, 1999
David A. Kennedy
Kennedy Frost Investments, Inc.
101 E. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
Subject: Notice of Final Agency Action for Approval
Permit No: 4418575.00
Project Name: Exxon Convenience Center - Clearwater
County: Pinellas
Secrrwp/Rge: l7/29S/16E
Dear Mr. Kennedy:
This letter constitutes notice of Final Agency Action for approval of the permit application
referenced above. Approval is contingent upon no objection to the permit being received by the
District within the time frames described below.
Final approval is contingent upon no objection to the District's action being received by the District
within the time frames described below.
You or any person whose substantial interests are affected by the District's action regarding your
application may request an administrative hearing in accordance with Sections 120.569 and 120.57,
F.S., and Chapter 28-106, F.A.C., of the Uniform Rules of Procedure. A request for hearing must
(1) explain how each petitioner's substantial interests will be affected by the District's action. or
proposed action: (2) state all material facts disputed by the petitioner or state that there are no
disputed facts: and (3) otherwise comoly with Chapter 28-106. F.A.C.. A request for hearing must
be filed with and received by the Agency Clerk of the District at the District's Brooksville address
within 21 days of receipt of this notice. Receipt is deemed to be the fifth day after the date on
which this notice is deposited in the United States mail. Failure to file a request for hearing within
this time period shall constitute a waiver of any right such person may have to request a hearing
under Sections 120.569 and 120.57, F.S.
Enclosed is a "Noticing Packet" that explains the procedures for providing notice to persons having
substantial interests that may be affected by the District's action in this matter. The packet contains
information and guidelines on the noticing procedures and a form that you may use.
Mediation pursuant to Section 120.573, F.S. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
...
Kennedy Frost Investments, Inc.
Page 2
May 6, 1999
The enclosed approved construction plans are part of the permit, and construction must be in accordance
with these plans.
If you have questions concerning the permit, please contact Scott S. Hickerson, P .E., at the Tampa Service
Office, extension 2033. For assistance with environmental concerns, please contact Rick A. Perry, P. W.S.,
extension 2056.
Sincerely,
~
Alba E. Mas, P .E.
Director
Tampa Regulation Department
AEM:mv
Enclosures:
Approved Permit w/Conditions
Construction Plans
Statement of Completion
Notice of Authorization
Noticing Packet
File of Record 4418575.00
Rick A. Perry, P.W.S.
Gregory R. Crawford, P.E., P.S.M., Engineering & Design Group, Inc.
Adam Dionna, Southern Petroleum Systems
Matt Bogdovitch, Bayrock Energy, Inc.
cc:
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SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
ENVIRONMENTAL RESOURCE
STANDARD GENERAL
PERMIT NO. 4418575.00
, EXPIRATION DATE: May 6, 2004
, PERMIT ISSUE DATE: May 6,1999
This pennit, issued under the provisions of Chapter 373, Florida Statutes, and Florida Administrative Code
Rule 40D-40, authorizes the Pennittee to perform the work outlined herein and shown by the application,
approved drawing(s), plans, and other documents, attached hereto and kept on file at the Southwest Florida
Water Management District (District). All construction, operation and maintenance of the surface water
management system authorized by this penniL shall occur incompliance with Florida Statutes and
Administrative Code and the conditions of this pennit.
PROJECT NAME:
Exxon Convenience Center - Clearwater
GRANTED TO:
Kennedy Frost Investments, Inc.
101 E. Kennedy Boulevard, Suite 3925
Tampa, FL 33602
ABSTRACT: The proposed gas station project consists of buildings, paving, wetland mitigation and a
stormwater management system. Water quality treatment is to be provided in one wet detention pond and
two retention ponds.
OP. & MAINT. ENTITY:
Bayrock Energy, Inc.
PROPERTY LOCATIQN:
SECITWP/RGE:
Pinellas County
17/29S/l6E
TOTAL ACRES OWNED
OR UNDER CONTROL:
2.22
PROJECT SIZE:
2.22 Acres
LAND USE:
Commercial
DATE APPLICATION FILED:
September 28, 1998
AMENDED DATE:
April 19, 1999
'I
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
2
I. Water Quantity/Quality
0.13
0.04
0.03
0.20
...'.'..::;.,..'...'........
.<...-:.................
..
..,..........'.....
SE
SW
TOTAL
Mixing Zone required:
Variance required:
YES ( )
YES ( )
NO (X)
NO (X)
n. 100- Y ear Floodplain
Encroachment (ac-ft):
0.00
Compensation (ac-ft):
0.00
m. Environmental Considerations
. Comments:
Wetland W-2 is a highly disturbed ditch/remnant of a forested wetland that extends off site.
Mitigation for the proposed (0.13 acre) impact will occur in M-l. No mitigation is required
for the impact (0.07 acre) to another ditch/surface water on site. . A 0.14 acre upland area,
adjacent to M -1. will be enhanced by planting of native species.
. ."
"
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
3
Comments:
In addition to M-I, the upland buffer adjacent to this mitigation area will be enhanced by
planting of native plant species.
Conservation easement not required.
SPECIFIC CONDITIONS
1. If the ownership of the project area covered by the subject permit is divided, with someone
other than the Permittee becoming the owner of part of the project area, this permit shall
tenninate, pursuant to Rule 40D-I.6105, F.A.C. In such situations, each landowner shall
obtain a permit (which may be a modification of this permit) for the land owned by that
person. This condition shall not apply to the division and sale of lots or units in residential
subdivisions or condominiums.
2. The discharges from this system shall meet state water quality standards as set forth in Chapter
62-302 and Rule 62-4.242, F.A.C., for class waters equivalent to the receiving waters.
3. Unless specified otherwise herein, two copies of all information and reports required by this
permit shall be submitted to:
Permit Data Section - Records & Data Department
Southwest Florida Water Management District
2379 Broad Street
Brooksville, Florida 34609-6899
The permit number, title of report or information and event (for recurring report or
information submittal) shall be identified on all information and reports submitted.
4. The Permittee shall retain the design engineer, or other professional engineer registered in
Florida, to conduct on-site observations of construction and assist with the as-built certification
requrrem.ents of this project. The Permittee shall inform the District in writing of the name,
address and. phone number of the professional engineer so. employed. This information shall
be submitted prior to construction.
5. The construction of all wetland impacts and wetland mitigation shall be supervised by a
qualified environmental scientist/specialist/consultaht The Permittee shall identify, in writing,
the environmental professional retained for construction oversight prior to initial clearing and
grading activities.
6. The following boundaries, as shown on the approved construction drawings, shall be clearly
delineated on the site prior to initial clearing or grading activities:
(X) wetland buffers
(X) limits of approved wetland impacts
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
4
The delineation shall endure throughout the construction period and be readily discernible to
construction and District personnel.
7. If limestone bedrock is encountered during construction of the surface .water management
system, the District must be notified and construction in the affected area shall cease.
8. The Permittee shall, within 30 days of initial wetland impact and prior to beneficial use of the
site, complete all aspects of the mitigation plan, including the grading, mulching, and planting,
in accordance with the design details in the final approved construction drawings and
information submitted in support of the application .
9. Within 30 days after completion of construction of the permitted activity, the Permittee shall
submit to the Tampa Service Office a written statement of completion and certification by a
registered professional engineer or other appropriate individual as authorized by law, utilizing
the required Statement of Completion and Request for Transfer to Operation Entity form
identified in Chapter 40D-l, F.A.C., and signed, dated, and sealed as-built drawings. The as-
built drawings shall identify any deviations from the approved construction drawings.
10. Written notification of completed wetland mitigation construction shall be submitted to the
District within 30 days of achieving final grade and/or mulch or plant installation, as
applicable, in each mitigation site. Following District inspection and written approval, the
monitoring period shall begin as detailed in the Wetland Mitigation Success Criteria (Condition
16 of the Monitoring and Maintenance Plan).
11. Wetland buffers shall remain in an undisturbed condition except for approved drainage facility
construction/maintenance.
12. The following language shall be included as part of the deed restrictions for each lot:
"No owner of property within the subdivision may construct or maintain any building,
residence, or structure, or undertake or perform any activity in the wetlands, wetland
mitigation areas, buffer areas, upland conservation areas and. drainage easements described in
the approved permit and recorded plat of the subdivision, unless prior approval is received
from the Southwest Florida Water Management District Tampa Regulation Department."
13. The Permittee shall monitor and maintain the wetland mitigation area(s) until the Wetland
Mitigation Success Criteria set forth in Condition 16 are met.
14. The Permittee shall undertake required maintenance activities within the wetland mitigation
area(s) as needed at any time between mitigation site construction and termination of
monitoring, with the exception of the final year. Maintenance shall include the manual removal
of all nuisance and exotic species, with sufficient frequency that their combined coverage at no
time exceeds the Wetland Mitigation Success Criteria (Condition 16). Herbicides shall not be
used without the prior written approval of the District.
15. A Wetland Mitigation Completion Report shall be submitted to the District within 30 days of
completing construction and planting of the wetland mitigation area(s). Upon District
,-................
^~'~'"''''
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
5
inspection and approval of the mitigation area(s), the monitoring program shall be initiated
with the date of the District field inspection being the construction completion date of the
mitigation area(s). Monitoring events shall occur between March I and November 30.of each
year. An Annual Wetland Monitoring Report shall be submitted upon the anniversary date of
District approval to initiate monitoring.
Annual reports shall provide documentation that a sufficient number of maintenance
inspection/activities were conducted to maintain the site(s) in compliance according to
Condition Number 16. Note that the performance of maintenance inspections and maintenance
activities will normally need to be conducted. more frequently than the collection of other
monitoring data to maintain the mitigation site(s) in compliance with Condition Number 16.
Monitoring Data shall be collected semi-annually.
16. WETLAND MmGATION SUCCESS CRITERIA
MmGATION AREA M-1 (0.14 acre)
Mitigation is expected to offset adverse impacts to wetlands and other surface waters caused
by regulated activities and to achieve viable, sustainable ecological and hydrological wetland
functions. Wetlands constructed for mitigation purposes will be considered successful and will
be released from monitoring and reporting requirements when the following criteria are met
continuously for a period of at least one year without intervention in the form of irrigation or
the addition or removal of vegetation.
1. The mitigation area(s) can be reasonably expected to develop into a Palustrine
Forested Wetland as determined by the USFWS Classification of Wetlands and
Deeowater Habitats of the United States.
2. Topography, water depth and water level fluctuation in the mitigation area(s) are
characteristic of the wetland/surface water type specified in Criterion Number 1.
3. The dominant and subdominant species of desirable wetland plants comprising each
vegetation zone and stratum of the mitigation area(s) shall be as follows:
ZONE STRATUM PERCENT DOMINANT SUBDOMINANT
COVER I SPECIES SPECIES2
Canopy 30 Taxodium distichum None Specified
Acer rubrum
2 Herbaceous 70 Pontederia cordata None Specified
Juncus effusus
Shrub 10 Cephalanthus None Specified
occidentalis
I Tree species must be greater than 12 feet in height and have been planted for greater
than 3 years.
-I
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center. Clearwater
6
2 Plant species providing the same function as those listed may also be considered in
detennining success.
This criterion must be achieved within 5 years of mitigation site construction. The pennittee
shall complete any activities necessary to ensure the successful achievement of the mitigation
requirements by the deadline specified. Any request for an extension of the deadline specified
shall be accompanied with an explanation and submitted as a permit letter modification to the
District for evaluation.
4. Species composition of recruiting wetland vegetation are indicative of the wetland type
specified in Criterion Number I.
5. Number of Taxodium distichum and Acer rubrum surviving in the mitigation area
equals or exceeds 52/acre for trees greater than or equal to 12 feet in height.
6. Coverage by nuisance or exotic species does not exceed 10 percent.
7. The wetland mitigation area(s) can be determined to be a wetland or other surface
water according to Chapter 62.340, Florida Administrative Code.
8. The upland buffer adjacent to M.I shall be planted per the approved mitigation plan.
All tree and plant species shall survive a minimum of 3 years.
The mitigation site(s) may be released from monitoring and reporting requirements and be
deemed successful at any time during the monitoring period if the Permittee demonstrates that
the conditions in the mitigation site(s) have adequately replaced the wetland and surface water
functions affected by the regulated activity and that the site conditions are sustainable.
17. The Permittee shall coordinate termination of monitoring for wetland mitigation sites with the
. District by:
a. Notifying the District in writing when the Wetland Mitigation Success Criteria (Condition
16) have been initially achieved.
b. Upon District acknowledgement, suspending all maintenance activities including but not
limited to irrigation and addition or removal of vegetation.
c. After one year, submitting a monitoring report to the District.
The District will evaluate the wetland mitigation site(s) to detennine if the Wetland Mitigation
Success Criteria have been maintained, and will notify the Permittee in writing of the evaluation
results. The District reserves the right to require that corrective action be performed by the
Permittee if any of the Wetland Mitigation Sites fail to maintain the success criteria.
, ,
, .
Permit No.
Project Name:
Page
4418575.00
Exxon Convenience Center - Clearwater
7
19. Wetland boundaries shown on the approved construction drawings shall be binding upon the
Permittee and the District.
20. For dry bottom retention systems, the retention area(s) shall become dry within 72 hours after a
rainfall event. If a retention area is regularly wet, this situation shall be deemed to be a violation
of this permit.
21. The Permittee shall notify the District of any sinkhole development in the surface water
management system within 48 hours of discovery and must submit a detailed sinkhole evaluation
and repair plan for approval by the District within 30 days of discovery. ,
22. The operation and maintenance entity shall submit inspection reports in the form required by the
District, in accordance with the following schedule.
( ) For systems utilizing effluent filtration or exfiltration, the inspections shall be performed
18 months after operation is authorized and every 18 months thereafter.
(X) For systems utilizing retention or wet detention, the inspections shall be performed two
(2) years after operation is authorized and every two (2) years thereafter.
( ) For systems utilizing effluent filtration or ex filtration and retention or wet detention, the
inspections shall be performed 18 months after operation is authorized and every 18
months thereafter.
23. The District reserves the right, upon prior notice to the Permittee, to conduct on-site research to
assess the pollutant removal efficiency of the surface water management system. The Permittee
may be required to cooperate in this regard by allowing on-site access by District representatives,
by allowing the installation and operation of testing and monitoring equipment, and by allowing
other assistance measures as needed on site.
24. Refer to GENERAL CONDITION No. 15 herein.
GENERAL CONDITIONS
1. The general conditions attached hereto as Exhibit "A" are hereby incorporated into this permit by
reference and the Permittee shall comply with them.
~0/fvk
Authorized Signature
//---..
~---"""'.-
EXHl:Bl:'1' -A-
1. All activities shall be implemented as set forth in the plans, specifications
and performance criteria as approved by this permit. Any deviation from the
permitted activity and the conditions for undertaking that activity shall
constitute a violation of this permit.
2. This permit or a copy thereof, cOmplete with all conditions, attachments,
exhibits, and modifications, shall be kept at the work site of the permitted
activity. The complete permit shall be available for review at the work site
upon request by District staff. The permittee 'shall require the contractor
to review the complete permit ,prior . ,to cormnencement of the activity
authorized by this permit.
3. Activities approved by this permit shall be conducted in a manner which does
not cause violations of state water quality standards. The permittee shall
implement best management practices for erosion and a pollution control to
prevent violation of state water quality standards. Temporary erosion
control shall be implemented prior to and during construction, and permanent
control measures shall be completed wi thin 7 days of any construction
activity. Turbidity barriers shall be installed and maintained at all
locations where the possibility of transferring suspended solids into the
receiving waterbody exists due to the permitted work. Turbidity barriers
shall remain in place at all locations until construction is completed and
soils are stabilized and vegetation has been established. Thereafter the
permittee shall be responsible for the removal of the' barriers. The
permittee shall correct any erosion or shoaling that causes adverse impacts
to the water resources.
4. Water quality data for the water discharged from the permittee1s property or
into the surface waters of the state shall be submitted to the District as
required by the permit. Analyses shall be performed according to procedures
outlined in the current edition of Standard Methods for the Examination of
Water and Wastewater by the American Public Health Association or Methods for
Chemical'Analyses of Water and Wastes by the U.S. EnVironmental Protection
Agency. If water quality data are required, the permittee shall provide data
as required on volumes of water discharged, including total volume discharged
during the days of sampling and total monthly volume discharged from the
property or into surface waters of the state.
5. District staff must be' notified in advance of any proposed construction
dewatering. If the dewatering activity is likely to result inoffsite
discharge or sediment transport into wetlands or Surface waters, a written
dewatering plan must either have been submitted and approved with the permit
application or submitted to the district as a permit prior to the dewatering
event as a permit'modification. A water use permit may be required prior to
any use exceeding the thresholds in Chapter 40D-2, F.A.C.
BRP General Conditions
Individual, Standard General, Hinor Systems
7/95 {Reprint 1l/9S} Page 1 of 4
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{.l recycled paper
6. Stabilization measures shall be initiated for erosion and sediment control 01
disturbed areas as soon as practicable in portions of the site wherE
construction activities have temporarily or permanently ceased, but in nc
case more than 7 days after the construction activity in that portion of thE
site has temporarily or permanently ceased.
7. Off site diSCharges during construction and development shall be made only
through the facilities authorized by this permit. Water discharged from the
project shall be through structures having a mechanism suitable for
regulating upstream stages. Stages may be subject to operating schedules
satisfactory to the District.
8. The permittee shall complete construction of all aspects ~f the surface water
management system, including wetland compensation {grading, mulching,
planting), water quality treatment features, and diScharge control facilities
prior to beneficial occupancy or use of the development being served by this
system.
9. The following shall be properly abandoned and/or removed in accordance with
the applicable regulations:
a. Any existing wells in the path of construction shall be properly
plugged and abandoned by a licensed well contractor.
b. Any existing septic tanks on site shall be abandoned at the beginning
of construction.
c. Any existing fuel storage tanks and fuel pumps shall be removed at the
beginning of construction.
20. All surface water management systems shall be operated to conserve water in
order to maintain environmental quality and resource protection; to increase
the efficiency of transport, application and use; to decrease waste; to
minimize unnatural runoff from the property and to minimize dewatering of
offsite property.
11. At least 48 hours prior to commencement of activity authorized by this
permit, the permittee shall submit to the District a written notification of
commencement indicating the actual start date and the expected completion
date.
~2. Each phase or independe~t portion of the permitted system must be completed
in accordance with the permitted plans and permit conditions prior to the
occupation of the site or operation of site infrastructureiocated within the
area served .by that portion or phase of the system. Each phase or
independent portion of the system must be completed in accordance with the
permitted plans and permit conditions prior to transfer of responSibility for
operation and maintenance of that phase or portion of the system to a local
government or other responsible entity.
ZRP General Conditions
:r:ndividual, Standard General, Hinor Syat....
7/95 {Reprint 1l/95} Page 2 of 4
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~3. Within 30 days after cOmpletion of construction of the permitted activity,
the permittee shall submit a written statement of completion and
certification by a registered professional engineer or other appropriate
individual as authorized by law, utilizing the required Statement of
Compietion and Request for Transfer to operation Entity form identified in
Chapter 40D-~, F.A.C. Additionally, if deviation from the approved drawings
are discovered during the certification process the certification must be
accompanied by a copy of the approved permit drawings with deviations noted.
~4. This permit is valid only for the specific processes, operations and designs
indicated on the approved drawings or exhibits submitted in SUpport of the
'.permi.t::-:application. ...Any.. subatantial,devi"ation 'fromthe approved drawings,
exhibits, specifications or permit conditions, including construction within
the total land area but outside the approved project area(s), may constitute
grounds for revocation or enforcement action by the District, unless a
modification has been applied for and approved. Examples of substantial
deviations include excavation of ponds, ditches or sump areas deeper than
shown on the approved plans.
15. The operation phase of this permit shall not become effective until the
permittee has COmplied with the requirements of the conditions herein, the
District determines the system to be in compliance with the permitted plans,
and the entity approved by the District accepts responsibility for operation
and maintenance of the system. The permit may not be transferred to the
operation and maintenance entity approved by the District until the operation
phase of the permit becomes effective. Following inspection and approval of
the permitted system by the District, the permittee shall request transfer of
the permit to the responsible operation and maintenance entity approved by
the District, if different from the permittee. Until a transfer is approved
by the District, the permittee shall be liable for compliance with the terms
of the permit.
16. Should any other regulatory agency require changes to the permitted system,
the District shall be notified of the changes prior to implementation so that
a determination can be made whether a permit modification is required.
17. This permit does not eliminate the necessity to obtain any required federal,
state, local and special district authorizations including a determination of
the proposed activities' compliance with the applicable comprehensive plan
prior to the start of a~y activity approved by this permit.
18. This permit does not convey to the permittee or create in the permittee any
property right, or any interest in real property, nor does it authorize any
entrance Upon or activities on property which is no~ owned or controlled by
the permittee, or convey. any rights or priVileges other than those specified
in the permit and' Chapter 40D-4 or Chapter 40D-40, F.A.C.
ERP General Conditions
Xndividual, Standard General, Kinor Systems
7/95 {Reprint 11/95} Page 3 of 4
~9. The permittee is hereby advised that Section 253.77, F.S., states that a
person may not commence any excavation, construction, or other activity
involving the use of sovereign or other lands of the state, the title to
which is vested in the Board of Trustees of the Inte~al Improvement Trust
Fund without obtaining the required lease, license, easement, or other form
of consent authorizing the proposed use. Therefore, the permittee is
responsible for obtaining any necessary authorizations from the Board of
Trustees prior to commencing activity on sovereignty lands or other state-
owned lands.
20. The permittee shall hold and save the District harmless from any and all
damages, claims, or liabilities' which 'may 'arise by reason of the activities
authorized by the permit'or any use of the permitted system.
21. Any delineation of the extent of a wetland or other surface water submitted
as part of the permit application, including plans or other supporting
documentation, shall not be considered binding unless a specific condition of
this permit or a formal determination under section 373.421(2), F.S.,
provides otherwise.
22. The permittee shall notify the District in writing within 30 days of any
sale, conveyance, or other transfer of ownership or control of the permitted
system or the real property at which the permitted system is located. All
transfers of ownership or transfers of a permit are subject to the
requirements of Rule 40D-4.351, F.A.C. The permittee transferring the permit
shall remain liable for any corrective actions that may be required as a
result of any permit violations prior to such sale, conveyance or other
transfer.
23. Upon reasonable notice to the permittee, District authorized staff with
proper identification shall have permission to enter, inspect, sample and
test the system to insure conformity with District rules, regulations and
conditions of the permits.
24. If historical or archaeological artifacts are discovered at any time on the
project site, the permittee shall immediately notify the District and the
Florida Department of State, Division of Historical Resources.
25. The permittee shall immediately notify the District in writing of any
previously submitted information that is later discovered to be inaccurate.
ERP General Conditions
IndiVidual, Standard General, Kinor Systems
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An Equal Oppor/llnity Emp/over
James L. Allen
Chairman. Bushnell
James E. Marlin
Vice Chairman. St. Petersburg
Sally Thompson
Secretary. Tampa
Ronald C. Johnson
Treasurer. Lake Wales
Ramon F. Campo
Brandon
Joe L Davis, Jr.
Wauchula
Pamela Jo Davis
Largo
Rebecca M. Eger
Sarasota
John P. Harllee, IV
Bradenton
Curtis l. Law
Land O'Lakes
Brenda Menendez
Tampa
E. O. "Sonny" Vergara
Executive Director
Gene A.Heath
Assistant Executiye Director
Edward B. Helvenston
General Counsel
Excellence
Through
Quality
Service
,...,.;_.".~
Southwest Florida
Water Management District
2379 Broad Street. Brooksville. Florida 34609-6899. 1-800-423-1476 (Florida Only)
or (352) 796-7211 · SUNCOM628-4150. r.D.D. Number Only (Florida Only): 1-800-231-6103
Internet address: http://www.swfwmd.state.f/.us
7601 Highway 301 North
Tampa. Florida 33637-6759
1-8CXl-836{)797 or (813) 985-7481
SUNCOM 578-2070
170 Century Boulevard
Bortow. Florida 33830-7700
1-800-492-7862 or (941) 534-1448
SUNCOM 572-6200
115 Corporation Way
Venice. Florida 34292-3524
1.800-320-3503 or (941) 486-1212
SUNCOM 526-6900
3600 West Sovereign Path. Suite 226
Leconto. Florida 34461-8070
(352) 527.8131
SUNCOM 667-3271
NOTICING PACKET PUBLICATION INFORMATION
The District's action regarding the issuance or denial of a permit only becomes closed to future
legal challenges.from members of the public, or "third parties" if 1.) "third parties" have been
properly notified of the District's action regarding the permit, and 2.) no "third party" objects to
the District's action within a specific period of time following the notification.
Notification of "third parties" is provided through publication of certain information in a
newspaper of general circulation in the county or counties where the proposed activities are to
occur. Publication of notice informs "third parties" of their right to challenge the District's
action. If proper notice is provided by publication, "third parties" have a 21-day time limit in
which to file a petition opposing the District's action. A shorter 14-day time limit applies to
District action regarding Environmental Resource Permits linked with an authorization to use
Sovereign Submerged Lands. If no notice to "third parties" is published, there is no time limit
to a party's right to challenge the District's action. The District has not published a notice that
it has taken or intends to take final action on your application. To ensure that the period of time
in which a petition opposing the District's action regarding your application is limited to the time
frames stated above, you may publish, at your own expense, a notice in a newspaper of general
cir9ulation. A copy of the Notice of Agency Action the District uses for publication, a list of
newspapers of general circulation, and guidelines for publishing are included in this packet.
Guidelines for Publishing a Notice of Agency Action .
1. Prepare a notice for publication in the newspaper. The District's Notice of Agency
Action, included withthis packet, contains all of the information that is required for proper
noticing. However, you are responsible for ensuring that the form and content of your
notice comply with the applicable statutory provisions.
2. Your notice must be published in accordance with Chapter 50, Florida Statutes. A copy
of the statute is enclosed.
3. Choose the newspaper that is appropriate considering the location of the activities
proposed in your application.
4. Contact the newspaper you have chosen for. further information regarding their
procedures for publishing.
5. You only need to publish the notice for one day.
6. Obtain an "affidavit of publication" from the newspaper after your notice is published.
7. Immediately upon receipt send the ORIGINAL affidavit to the District at the address
below, for the file of record.
Southwest Florida Water Management District
Records and Data Supervisor
2379 Broad Street
Brooksville, Florida 34609-6899
Note: If you are advertising a notice of the District's proposed action, and the District's final
action is different, publication of an additional notice may be necessary to prevent future legal
challenges.
For assistance, contact Jim Marshall at ext. 4343, or Annie Taylor at ext. 4337 at Brooksville.
A:\notepakt. wpd 10/06/98
-,
NOTICE OF AGENCY ACTION TAKEN BY THE
SOUTHWEST FLORIDA WATER MANAGEMENT DISTRICT
Notice is given that the Agency Action was
(Approved/Denied)
on
. (Date Approved/Denied)
(Name of Permittee/Applicant)
(Address)
, Permit/Application No.
(Permit/Application No.)
(City, State and Zip Code)
The project is located in
(County Name)
County, Section(s)
(Section)
Township South, Range East. The Agency Action
(Township) (Range)
(Approved/Denied)
a
(Surface Water Management System/ Surface Water Management System and
Proprietary Authorization for the use of Sovereign Submerged LandslWater Use Permit)
on acres to serve
(# of Acres) (Type of Project)
known as
(Project Name)
The file(s) containing the Agency Action referred to above .is .available for inspection Monday
through Friday except for legal holidays, 8:00 a.m. to 5:00 p.m. at the Southwest Florida Water
Management District (District)
(Address of District Office Issuing Permit/Denying Application)
A person whose substantial interests are affected by the District's agency action may petition for
an administrative hearing in accordance with Sections 120.569 and 120.57, Florida Statutes (F.S.).
Petitions must comply with the requirements of Sections 120.569 and 120.57, F.S. and Chapter
28-106, Florida Adrrunistrative Code, and be filed with (received by) the District Clerk located at
District Headquarters, 2379 Broad Street, Brooksville, FL 34609-6899. Petitions for administrative
hearing on the above agency action(s) must be filed within 21 days of publication of this notice (or
Within 14 days for an Environmental Resource Permit with proprietary authorization for the use of
Sovereign Submerged Lands). Failure to file a petition within this time period shall constitute a
waiver of any right( s) such person( s) may have to request an administrative determination (hearing)
under Sections 120.569 and 120.57, F.S., concerning the subject agency action. Petitions which
are not filed in accordance with the above provisions are SUbject to dismissal.
Because the administrative hearing process is designed to formulate final agency action, the filing
of a petition means that the District's final action may be different from the position taken by it in
this notice of agency action. Persons whose substantial interests will be affected by any such final
decision of the District on the application have.. the right to petition to become a party to the
proceeding, in accordance with the requirements set forth above.
Mediation pursuant to Section 120.573, ES. to settle an administrative dispute regarding the
District's action in this matter is not available prior to the filing of a request for hearing.
A:\notepakt.wpd 10/06/98
- .
SAMPLE
NEWSPAPER ADVERTISING CONTACT LIST
CHARLOTTE COUNTY
Charlotte Sun Herald
P.O. Box 2390
Port Charlotte, FL 33949
941 629-2855/Fax 941 629-7740
DESOTO, HARDEE, HIGHLANDS COUNTIES
Tampa Tribune - Highlands Today
231 US Highway 27 N
Sebring, FL 33870
941 382-1164/Fax 941 382-1076
HERNANDO COUNTY
Tampa Tribune - Hernando Edition
15319 Cortez Blvd.
Brooksville, FL 34613
352 544-5240/Fax 352 544-0599
HILLSBOROUGH, CITRUS, LAKE, & - PASCO
COUNTIES
Tampa Tribune
P.O. Box 191
Tampa, FL 33601
813 259-7585/Fax 813 259-7392
LEVY COUNTY
Levy County Journal
P.O. Box 159
Bronson, FL 32621
352486-2312
A:\notepakt.wpd 10/06/98
MANATEE COUNTY
Bradenton Herald
P.O. Box 921
Bradenton, FL 33506
941 745-7064/Fax 941 746-7090
MARION & SUMTER COUNTIES
Ocala Star Banner
P.O. Box 490
Ocala, FL 33478
352 867 -4038/Fax 352 867-4028
PINELLAS COUNTY
St. Petersburg Times
490 1ST Avenue S
St. Petersburg, FL 33701
813 893-8358/Fax813 892-2209
POLK COUNTY
Tampa Tribune - Polk Edition
223 S Florida Avenue
Lake/and, FL 33801
941 683-6531/Fax 941 686-8397
SARASOTA COUNTY
Sarasota Herald Tribune
P.O. Drawer 1719
Sarasota, FL 33578
941 957-5160/Fax 941957-5235
CHAPTER 50, FLORIDA STATUTES
LEGAL AND OFFICIAL ADVERTISEMENTS
50.011 Where and in what language legal notices to be published.
50.021 Publication when no newspaper in county.
50.031 Newspapers in which legal notices and process may be published.
50.041 Proof of publication; uniform affidavits required.
50.051 Proof of publication; form of uniform affidavit.
50.061 Amounts chargeable.
50.071 Publication costs; court docket fund.
-SO.011 Where and in what language legal notices to be published.-
Whenever by statute an official or legal advertisement or a publication, or notice in a newspaper has been or is directed or permitted
in the nature of or in lieu of process, or for constructive service, or in initiating, assuming, reviewing, exercising or enforcing jurisdictiol1
or power, or for any purpose, including all legal notices and advertisements of sheriffs and tax collectors, the contemporaneous and
continuous intent and meaning of such legislation all and singular, existing or repealed, is and has been and is hereby declared to be and
to have been, and the rule of interpretation is and has been, a publication in a newspaper printed and published periodically once a week
or oftener, containing at least 25 percent of its words in the English language, entered or qualified to be admitted and entered as
1second-class matter at a post office in the county where published, for sale to the public generally, available to the public generally for
the publication of official or other notices and customarily containing infol1mation of a public character or of interest or of value to the
residents or owners of property in the county where published, or of interest or of value to the general public.
History.-s. 2, ch. 3022, 1877; RS 1296; GS1727; s. 1, ch. 5610,1907; RGS 2942; s. 1, ch. 12104, 1927; CGL 4666, 4901; s. 1, ch.
63-387;s.6,ch.67-254.
1Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Fol1mer s. 49.01.
50.021 Publication when no newspaper in county.-
When any law, or order or decree otcourt, shall direct advertisements to be made in any county and there be no newspaper published
in the said county, the advertisement may be made by posting three copies thereof in three different places in said county, one of which
shall be at the front door of the courthouse, and by publication in the nearest county in which a newspaper is published.
History.-RS 1297; GS 1728; RGS 2943; CGL 4667; s. 6, ch. 67-254.
Note.-Fol1mer s. 49.02.
50.031 Newspapers in which legal notices and process may be published.-
No notice or publication required to be published in a newspaper in the nature of or in lieu of process of any kind,. nature, character
or description provided for under any law of the state, whether heretofore or hereafter enacted, and whether pertaining to constructive
service, or the initiating, assuming, reviewing, exercising or enforcing jurisdiction or power, by any court in this state, or any notice of sale
of property, real or personal, for taxes, state, county or municipal, or sheriff's, guardian's or administrator's or any sale made pursuant to
any judicial order, decree or statute or any other publication or notice pertaining to any affairs of the state, or any county, municipality or
other political subdivision thereof, shall be deemed to have been published in accordance with the statutes providing for such publication,
unless the same shall have been published for the preSCribed period of time required for such publication, in a newspaper which at the
time of such publication shall have been in existence for 1 year and shall have been entered as 1second-class mail matter at a post office
in the county where published, or in a n~wspaper which is a direct successor of a newspaper which together have been so published;
provided. however, that nothing herein contained shall apply where in any county there shall be no newspaper in existence which shall
have been published for the length of time above prescribed. No legal publication of any kind, nature or description, as herein defined, shall
be valid or binding or held to be in compliance with the statutes providing for such publication unless the same shall have been published
in accordance with the provisions of this section. Proof of such publication shall be made by uniform affidavit.
History.-ss.1-3, ch.14830. 1931;CGL 1936 Supp. 4274(1); S. 7, ch. 22858.1945; s. 6. ch. 67-254; s.1, ch. 74-221.
1Note.-Redesignated as "Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124. March 12, 1996.
Note.-Fol1mer s. 49.03.
50.041 Proof of publication; uniform affidavits required.-
(1) All affidavits of publishers of newspapers (or their official representatives) made forthe purpose of establishing proof of publication
of public notices or legal advertisements shall be unifol1m throughout the state.
(2) Each such affidavit shall be printed upon white bond paper containing at least 25 percent rag material and shall be 8% inches in
width and of convenient length, not less than 5% inches. A white margin of not less than 2% inches shall be left at the right side of each
affidavit fol1m and upon or in this space shall be substantially pasted a clipping which shall be a true copy of the public notice or legal
advertisement for which prootisexecuted.
(3) In all counties having a population in excess of 450,000 according to the latest official decennial census, in addition to the charges
which are now or may hereafter be established by law for the publication of every official notice or legal advertisement, there may be a
charge not to exceed $2 for the preparation and execution of each such proof of publication or publisher's affidavit.
History.-s. 1, ch. 19290, 1939; CGL 1940 Supp. 4668(1); s. 1, ch. 63-49; s. 26, ch. 67-254; s. 1, ch. 76-58.
Note.-Fol1mer s. 49.04.
50.051 Proof of publication; form of uniform affidavit.-
The printed fol1m upon which all such affidavits establishing proof of publication are to be executed shall be substantially as follows:
A:\notepakt.wpd 10/06/98
. "
STATE OF FLORIDA
COUNTY OF
Before the undersigned authority personally appeared , who on oath says that he or she is of the , a
newspaper published at in County, Florida; that the attached copy of advertisement, being a
in the matter of in the Court, was published in said newspaper in the issues of
Affiant further says that the said is a newspaper published at , in said County, Florida, and that the said
newspaper has heretofore been continuously published in said County, Florida, each and has been entered as
1second-class mail matter at the post office in , in said County, Florida, for a period of 1 year next preceding the first
publication of the attached copy of advertisement; and affiant further says that he or she has neither paid nor promised any person, firm
or corporation any discount, rebate, commission or refund for the purpose of securing this advertisement for publication in the said
newspaper.
Swom to and subscribed before me this day of ,19_, by ,who is personally known to me or who has
produced (type of identification) as identification.
_(Signature of Notary Public)_
_(Print, Type, or Stamp Commissioned Name of Notary Public)_
_(Notary Public)_
History.-s. 2, ch. 19290, 1939; CGL 1940 Supp. 4668(2); s. 6, ch. 67-254; s. 1, ch. 93-62; s. 291, ch. 95-147.
1Note.-Redesignated as .Periodicals" by the United States Postal Service, see 61 F.R. 10123-10124, March 12, 1996.
Note.-Former s. 49.05.
50.061 Amounts chargeable.-
(1) The publisher of any newspaper publishing any and all official public notices or legal advertisements shall charge therefor the rates
specified in this section without rebate, commission or refund.
(2) The charge for publishing each such official public notice or legal advertisement shall be 70 cents per square inch for the first
insertion and 40 cents per square inch for each subsequent insertion, except that:
(a) In all counties having a population of more than 304,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 80 cents per square inch for the first insertion and 60 cents per square inch
for each subsequent insertion.
(b) In all counties having a population of more than 450,000 according to the latest official decennial census, the charge for publishing
each such official public notice or legal advertisement shall be 95 cents per square inch forthe first insertion and 75 cents per square inch
for each subsequent insertion.
(3) Where the regular established minimum commercial rate per square inch of the newspaper publishing such official public notices
or legal advertisements is in excess of the rate herein stipulated, said minimum commercial rate per square inch may be charged for all
such legal advertisements or official public notices for each insertion, except that a governmental agency publishing an official public notice
or legal advertisement may procure publication by soliciting and accepting written bidsJrom newspapers published in the county, in which
case the specified charges in this section do not apply.
(4) All official public notices and legal advertisements shall be charged and paid for on the basis of 6-point type on 6-point body, unless
otherwise specified by statute.
(5) Any person violating a provision of this section, either by allowing or accepting any rebate. commission, or refund, commits a
misdemeanor of the second degree, punishable as provided in s. 775.082 or s. 775.083.
(6) Failure to charge the rates prescribed by this section shall in no way affect the validity of any official public notice or legal
advertisement and shall not subject same to legal attack upon such grounds.
History.-s. 3, ch. 3022,1877; RS 1298; GS 1729; RGS 2944; s. 1, ch. 12215, 1927; CGl4668; ss. 1,2, 2A, 2B, ch. 20264,1941;
s. 1,ch.23663, 1947;s. 1,ch.57-160;s. 1,ch.63-50;s. 1,ch. 65-569;s.6,ch.67-254;s. 15,ch. 71-136;s.35,ch. 73-332;s. 1,ch.
90-279.
Note.-Former s. 49.06.
50.071 Publication costs; court docket fund.-
(1) There is established in Broward, Dade, and Duval Counties a court docket fund for the purpose of paying the cost of the publication
of the fact of the filing of any civil case in the circuit court in those counties by their counties by their style and of the calendar relating to
such cases. A newspaper qualified under the terms ofs. 50.011 shall be designated as the record newspaper for such publication by an
order of a majority of the judges in the judicial circuit in which the subject county is located and such order shall be filed and recorded with
the clerk of the circuit court for the subject county. The court docket fund shall be funded by a service charge of $1 added to the filing fee
for all civil actions, suits, or proceedings filed in the circuit court of the subject county. The clerk of the circuit court shall maintain such funds
separate and apart, and the aforesaid fee shall not be diverted to any other fund or for any purpose other than that established herein. The
clerk of the cirCUit court shall dispense the fund to the designated record newspaper in the county on a quarterly basis. The designated
record newspaper may be changed at the end of any fiscal year of the county by a majority vote of the judges of the judicial circuit of the
county so ordering 30 days prior to the end of the fiscal year, notice of which order shall be given to the previously designated record
newspaper.
(2) The board of county commissioners or comparable or substituted authority of any county in which a court docket fund is not
specifically established in subsection (1) may, by local ordinance, create such a court docket fund on the same terms and conditions as
established in subsection (1).
(3) The publishers of any designated record newspapers receiving the court docket fund established in subsection (1) shall, without
charge, accept legal advertisement for the purpose of service of process by publication under s. 49.011(4), (10), and (11) when such
publication is required of persons authorized to proceed as insolvent and poverty-stricken persons under s. 57.081.
History.-s. 1, ch. 75-206.
NAME OF NEWSPAPER
Published (Weekly or Daily)
(Town or City) (County) FLORIDA
A:\notepakt.wpd 10/06/98
IMPORTANT NOTICE
TO ENSURE OPTIMUM PRINT QUALITY, WE RECOMMEND CLEANING
THE DRUM UNIT CORONA WIRE AT THIS TIME.
PLEASE OPEN THE MACHINE NOW AND TAKE OUT THE DRUM UNIT FROM YOUR MACHINE.
PERFORM THE SIMPLE CLEANING PROCESS SHOWN ON THE YELLOW LABEL ON THE
TONER CARTRIDGE.
FOR ADDITIONAL INFORMATION ON HOW TO CLEAN THE CORONA WIRE,
VISIT OUR WEB SITE FAQ'S OR CALL OUR FAX BACK SYSTEM AND
REQUEST DOCUMENT NUMBER 20317.
FAX BACK SYSTEM USA
URL
1-800-521-2846
http://www.brother.com/
~
Florida Department of Transportation
JEB BUSH
GOVERNOR
THOMAS F. BARRY, JR.
SECRETARY
June 21,2001
Mr. Chip Bolchoz, EIT
Stillwater Technologies
20 North Orange Avenue
Suite 1107
Orlando, FL 32801
RE: Access Connection Permit # 98-A-799-0071 & Drainage Permit # 98-D-799-0056
Section 15040, S.R. 60, M.P. 04.894, Project Name: Exxon Convenience Center
Dear Mr. Bolchoz:
This letter' is to advise you that your formal request for a time extension, due to extenuating
circumstances as outlined in your letter, is approved. The new expiration date for both permits will be
June 22, 2002. If additional time is required beyond this date, a new and complete submittal will be
required for both the Access Connection and the Drainage permits.
If you have any further questions, please call Dan Karas, or Paul Hedglin at (727) 570-510 I.
Sincerely,
~~
Ahmad Nawab, P.E.
Assistant Pinellas Maintenance Engineer
AN/NJL
cc: D. Olson, D. Karas, & File
FILE: H:\LETrERS\TIEMEEXI\200I\98-A-007I
www.dot.state.fl.us
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THIS FORM NO.1: FOR USE DURING THE CONSTRUC110N PHASE
AND SHALL BE KEPT wrm nm APPLICATION FILE.
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District Permits/
4 ccess Management Engineer
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S'B. 'ffi OF n.ORI04 DEPARTMENT OF TRANSPORTATION
UTILITY PERMIT
DOT 99-24
f'ORM 710010-85
UTILITIES
ooe - 06/96
r.go I of 2
Permit No '1'1 \-\ ,<1~ o\.s-O Section No. 15040-000 State Road 60
Permittee Cit of Clearwater
Address 1 0 S. Myrtle Street. Clearwater. FL 3 lephoneNumber
County PINELLAS
Re~cstil}g~rmission from the State of Aorida Department of Transportation. hereinafter called the FDOT, to construct, operate and maintain
~HE CONSTRUCTION OF A GRAVITY SEWER MAIN FROM THF STTRTECT PROPERTY TO AN
EXISTING MANHOLE ALONG THE NORTH SIDE OF GULF TO BAY BLVD. THE MANHOLE IS
LOCATED APPROX. 6'-8' INTO THE NORTH LANE OF THE WESTBOUND TRAFFIC.
FROM: 4.894 LTMILE POST TO:
Submitted for the Utility Owner by: 'MICHAEL D. QUILLEN. P. E.
Typed Name & Title I ASST DIRECTOR OF ENGINEERING
~4~
Signature '
<-, \2-
Date
Approved by:
/ $.At-/91
~ ,
8.
Permittee declares that prior to filing this application it has determined the location of all existing utilities, both aerial and underground
and the accurate locations are shown on the plans. A letter of notification was mailed on 1- 2 9 - 9 9 to ollowing utility owners.
CLEARWATER GAS CITY OF CLEARWATER WATER AND SEWER MCI FLOR A GAS
TRANSMISSION VISION C BLE OF PINELLAS FPC GTE TWC PINELL Grto HWY. ENe
The local Maintenance or Resident Engineer shall be notitiedj'Qrty-eight (48) hours prior to starring wor and 'n i~ately upon
completion of work. TIle Department's Engineer iSR. ~ ,~'" ".-\\ , located at ~ co .~. I
Telephone Number 72 7 ~ <;: ? \.) - 5'( u ( . The PERMITTEE's employee responsible for Maintenanc Tri!'
, Tt:lephone Number . (This name may be1'llPvi*gjbe time of
the 48 hour notice prior to starting worle.) ::J: t5i'T'l
All work. materials, and equipment shall be subject to inspection by the local Maintenance or Resident Engineerl)ld slflilQet FDOT
standards. -
All plans and installations shall conform to the requjrement~ of the FOOT's Utility Accommodation Manual in e~ as of the date Ihis
permit is approved hy mOT, and shall be made a part of this permit. This provision shall not limit the authority of the District Director
of Operations under Paragraph 8 of this Permit.
This PERMITTEE shall cammence actual construction in good faith within .6.Q... days after issuance of permit, and shall be completed
within ..l2.1l days after permitted work has begun. If the beginning date is more that 60 days from date of permit approval, then
PERMITTEE must review the permit with the FDOT Maintenance Engineer to make sure no changes have occurred in the Transportation
Facility that would affect the permitted construction.
The construction and maintenance of such utility shall not interfere with the property and rights of a prior PERMITTEE.
It is expressly stipulated that this permit is a license for permissive use only and that the placing of utilities upon public property pursuant
to this permit shall not operate to create or vest any property right in said holder. except as provided in executed subordination and
Railroad Utility Agreements.
Pursllanr to Section 337.403(1), Florida Statutes. whenever necessary for the construction, repair, improvement. maintenance, safe and
efficient oper:1tion, alteration or relocation of all, or any portion of said Transportation Facility as deterruilied by the District Director of
Operations. any or all utilities and appurtennnces authorized hereunder, shall be immediately remove'((from said Transportation Faciliry
or reset or relocated thereon as required by the District Director of Operations and at the expense of the PERMITTEE, except for
reimbursement rights set forth in previollsly executed subordination and Railroad Utility Agreements.
11 is agreed that in the event the relocation of said utilities are scheduled to be done simultaneously with the FDOT's construction work,
the PERMfTTEE will coordinate with tlle FDOT before proceeding and shall cooperate with the FOOT's contractor to arrange the
sequence of work so as not to delay the work of the FOOT's contractor, defend any legal claims of the FOOT's contractor due to delays
caused by the PERMITTEE's failure to comply with the approved schedule, and shall comply with all provisions of the law and the
FDOT's current Utility Accommodation Manual. The PERMITTEE shall not be responsible for delays beyond its control.
10. In case of non-compliance with FDOT's requirements in effect as of the date this permit is approved by FOOT, this permit is void and
the facility will have to be brought into compliance or removed from the right of way at no cost to dle FDOT, except for reimbursement
rights set forth in previously executed subordination and Railroad Utility Agreements. This provision shall not limit the authority of the
District Director of Operations under Paragraph 8 of this Permit.
I.
2.
3.
4.
5.
6.
7.
9.
RECEIVED
O C..,. ,~ "1 H.iqtl...
,,(I "I ~ L ~ ~..J '.,,". ::J
Pl1'..l1~LLAS~,'1
," .. ..-''''
f'ORM 710-01(}'&5
UTILITIES
OGe . 06/91>
1'~.2of2
II. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the State's right. title and interest
in dle land to be entered upon and used by the PERMITTEE. and the PERMITTEE will. at all times. and to the extent permitted by law.
. assume all risk of and indemnify, defend. and save harmless the State of Florida and ule FDOT from and against any and alll05s. damage,
cost or expense arising in any manner on account of the exercise or attempted exercises by said PERMlTIEE of the aforesaid rights and
privileges.
12, During construction, all safety regulations of the FOOT shall be observed and the PERMrrrEE must take measures, including placing
and the display of safety devices that may be necessary in order to safely conduct the public through the project area in accordance with
the Federal Manual on Uniform Traffic Control Devices, as amended for highways. the requirements of the Standard Application Package
for railways. including flagging services and Railroad Protective Insurance, or acceptable alternative, when applicable. and the FDOT's
latest Roadway and Traffic Design Standards and Standard Specifications for Road and Bridge Construction, as amended.
13. Should the I'ERMITI'EE he desirous of keeping its utilities in place and out of service. the PERMlifEE, by execution of this permit
acknowledges its present and continuing ownership of its utilities located between and
I
within the FOOT's right-of-way as set forth above. PERMITTEE. at its sole expense, shall promptly remove said out of service utilities
whenever District Director of Operations determines said removal is in the public interest.
14. Special instructions:
1. Uti~ize FDOT Standard Index 623.
2. Lane c~osures ShOll~d be of'f' peak
hours(Time pe.rmittirle:) due to duration
of' connection. 3. Owner shou~d be
responsib~e f'or patched roadway area f'o
~o~t~~~'~m ~ of' done yee.r. 4. I'le.intain 10f't ('
I a an 18 in vertica~ separatio
between water mains.
-------
It is:u~lderst()Qd and agreed that commencement by the PERMITTEE is acknowledgement and acceptance of the binding nature
of tl!~~e special instructions. .
l' y .j
UTILITY PERMIT FINAL INSPECTION REPORT
Date:
(..',
Date Work Started:
Date Work Completed:
Inspected By:
(District Maintenance Engineer or Designee)
Remarks:
I me undersigned do hereby CERTIFY that the utility construction approved by the above numbered permit was installed in accordance with
the approved plans made a part of this permit and in accordance with the FDOT's current Utility Acc9mmodation Manual. All plan changes
should be approved by the local Maintenance or Resident Engineer and attached to this permit.
Utility Owner:
Title:
cc: District Permit Office
Pennillee
Date:
@
.~
STATE OF FLORIDA DEPARTMENT OF TRANSPORTATION
DRIVEWAY CONNECTION PERMIT
FOR ALL CATEGORIES
FOR~I a5.:-2-10-1i
SYSTE),IS P!_A~iNI~iC
11iO:
Pa~e1cf:
'"
'.J- ./~ .
PART 1: PERMIT INFORMATION
APPLICATION NUMBER: 9 ~ A I.~. ~\ C) 0'-1
Permit Category: -::\:)
Access CIC;1ssification:
--
~
PROJECT: e- 'K"'f...... G 1'-\ <s ~\~ \."l \ C \: - So C l::.. N """\ c R
PERMlmE~i~t: 0;1c :~" :<>~ .l"c ,
Section/Mil' Post ""'0 '-I .. -rJ< u L'I i ;- L-t. Stat' Road
Section/Mile Post: State Road:
......-
~; 0
Section/Mile Post:
State Road:
PART 2: PERMITTEE INFORMATION
Permittee Name:~ ) \C 0 .C:.~ t3--rJ ~'?- G '() LN L "
Permittee Mailing Address: 40\ EA C:::T '--g C'> ,< ,--.. \/(1- c{ J
City, State, Zip: C \-\ (\, {L.. LO 1\ E.. ~ f\! C. 2_ X 2- ().3
Telephone: 7]d{ ? LIt.( - / I c.f- L
~F.er/consulta~ Project Manager: C; 'f ~ jvr j K '
Engineer responsible for construction inspection:
..
<; u , -\- c..
'2\u
Mailing Address: So 2. (
City, State, Zip:(3 .r \ tJ...V\ 1:1 0
~ JJ L ~ ~'+~~,;;
. /.-- \ (, '{" I (1. C(
./
c {cxw.co (' c\ 1>, L '
'j
'1?, C" I ." l...) P ~ L..
(' (/ ,+~ "/4
~ (") ~;-
Te:ephone: (L.i(li} ,r <;- ~:?_ ~ 0 (I? S--
Mobile or ~ Phoni':*[o'7
(CIRCLE or~E).
S]7--2? ~ (
I
PART 3: PERMIT APPROVAL
The above application has been revie'v'led and is hereby approved subject to all Provisions as attached.
PERMIT NUMBER 1l~ A I ~ c'- 0 (j 'lJ BY: ..P'~ ~
Department of Transportation
Construction shall begin by: 0'5 b3! Z (" L' <...>
J ':""
::~j sh:i:1 be cCrtl;)leted no later han: 01/ os! Z--ou 0
t ~
David W Olson. PE
District Permits/
Access Management ftngmeer
Da~e cf !SSU3nce I~~r _____
TITLE:
-:{:~,
: 38:-:\.~I..:]i ,sro'i:siDr,s at"t~~ch2\':! \(:::3
~ ,.J
n
i ':"ii:: Trlis Q""n-;" 1.5 on!\! v'''''',-; ;~-- '1'" j " --.
. ...... , ...." ,.~ IJ ,--11",; ivl I ~ C2:en ar year frori! a3~e or Issuance.
\ ...-/ I .'
Co,.',,',,,,,,,.,, ". ;'.opcmi to . rr-'>-~" ..."{L.."-.. :...... ---.Jk.f>./ j ~..._-~;:~ --..
\J
Sep.;.t.:'/-99 03:42P Di5t: 7 Opera":.ions
/
" '.
813 975 6278 5127735 P.03
FOH?i' ~5{:1 ~:"l() I:'
S \'STF\I.\ 1'1...\1'<"1><'.:;
! i /~) ,~
P:t}.~~. 2 (.:' '~
I)ART 4: GEN,ERAL PROVlSlOl'\S
--~...,........-_....-~._.-.....~....----,~-_........._..~._..--...._-~...-...--._----_.__........-.......__..,....----,.'."......_,.....~..._.----..-.............._~"....._.......y..".-................._-_...._...~.....~-..'
I. Notify the Deparf.men! of Trn))sporl'mion Maintenant:e Office at least 48 hours in advance of s1.arting
proposed work.
Pll()nel.Jz:u~~.t~.S:-1.9_.\.._, A tt e nl ion: CB..-..,t\-:::-1S-~~t\!".R_..~..__.__._._.._,._.......___........._..._._...._...._..
2.
3.
4.
,.
,)
I (j.
7,
8.
9.
i (),
11.
u.
^ eel))Y of the npproved permit must be displayed in a pruminent location in the inlllH~diarc vicinil.)! of the
COrllh"cl iOIl construction.
Compl,,>, with 14-96,Cl08(7) on Urility NOlification Requirt:lllents,
Conlply \-vitll 14.%,()()R ConstnK(jol1 & Maintenance of TrafricRequirernerm,
All \vorl( perron-lied in the [)(;pnrtmel1l's right of way shall be done in accordance WillI tile nlOS( currenl
[)Cp.l rtJTIi:1l1 Slit ndarJs., ,',pee ifical ions and the penni! prlJ\isions.
The perll1ittee shallnol comnH~T1ce use of tbe connecllon prim' to a final inspection nnd accepfance by the
Department,
Comply witll IA-96,003(4)(a) Cost or ConslrlKtinn.
If a Sif!l'\ificallt Ch"nge of rlw permillee's land llse, liS lkfincd in Seclion :~J5. JR, Fhlric!;'\ Statutes, ocelli';,
the D~'I):HwI~:nl rl'\llY 1)(;~L':in fhe proCi..'~;S to Iilodify 01' rC\Clkl' lll(; connt'ctiOIl pel mil.
I'v1edinrls may be added ilnd lIlcdiim openings may be changed by the DepanI1lenr as pan of a C'\mstrllclion
Projecr or S"felY Projt~~:l, TIt(~ provision for a mcdian might dltlllge lhe operation of IIle eOllnectioll (0 be
for right turns only.
All conditions in J:LQ]]~J;;_.QYlN.lEl\I~..WJL.LAl:~I~LY 11llle;;S spccificnlly changcd by J!w Department.
All appi'OVr'IJ ('ollnection(s) and turnin.~! movClllClllS are Sllhj;:'>CI ll> the Dt:prlrllllent's cUlHinuing m.lIhoril.y 10
revoke or rnodify such connecl.iOIl{s) or turning mOVCil1:;lHS in order to prOl.:ct sakt)' and f.ndlic operalicll't'i
on rhe Stiltt:: higllway or St::Jtt' Highway System.
TranS!lQI'tatio!1 Control [<'ealllrt's in the sl::\te right of \IllY. Transportatioll control fi~,ltllre$ ill the
Dep:1r(Tl1CIII'S righl of WHY, including, but no! limited 10. lraffic signals, medial1.~, median openings, OJ' any
other trampc'rti\!ion control fealul'l:s or measures inlhe Siaw )'iJ?ht of way arc operaliolla! ;111<:1 ,~afe(y
chilJ'<!clcristics of 111(' ,st~IIe Highway alld are 1'101 Incan.' uE' ilCC~~<;:;. The Departnlent lllay inslnll, n::rnnve or
me'd!!'y an}' presenl or fUlure transpurtation comrnl fe~tu{';:: In the ~:talC right of 1'1';,1)' sLlch as rllcdian
opening, Ir:lIJk control device or i\ feature affecting turning 1l10\'ell1ents through a connectioll, to lllake
cll:lnge~; to PH\lllOle sufcty inllle rig.ht of \Iay or cffici;;11l {rafTic operations on (he hi.gll\.vay,
13, The Pcnnii:c(; ((11' him/herself, his/her heirs, his/he-I' ,bS!~lh and $ucc:e,sso;'s in lntere.~t binds and is I~(lund
and ohlipared 10 save and hold [he Stnte: of Florida, Tlw D~:partlllenr. it ag;;'l115 Wid employees !l:'lrnlle:is
frollt ,lilY and ,111 dnmage.<;, chims, cxpens(:, or injuries arising OUl of any flU. neglecl or ol11i~,sion by the
applicant, ili',/ber heirs, assigns and SUCCC[,sors in inkrC';t ,litll. may occur hy reasoll of this, facility design.
cun';tnl\.~ticill, In!liJlll~rJ:lpcc or contilllrlll,\; l:xisleI1C(~ of the! COnlhXtlOn fD,cility. cxcept thai till' applicant "bill I
Ilhll b(~ !i:I!);,: under Ibis pw\'isinn fur d:lm:lr;t,;S nrising Ir,'lll the sole: l1e!-,lig,:~j':Cl' ()f the' D,:p:'lrt~-lICIlf !
L..Jj..:.._......,,_..,,::!.:!J':...Y';Xl ': :,:1,1 ':~ ,'? 0; I ~:!LI__l:~I:,.E5::~'E~).~~~I;) I (~ .!~~I'.~~:~!;;~I~I:.!j!.~~I.~~..~~12,.;!..~: ::~ih:__~!~,~_.QY~.:.!:...);!.;~_~:2:;:_ (:)Lt.l.\.~._LLg2~_t]L\ i.~'l_:..____..__,......_,.)
! '01,' '\ I 8:;~j -n ;/,L: ~~
.~;y';:'n:!~I.': I'! A".;Nl.'';~~
,(
~e~-~/-~~ U~:~~~ U1S~ I uperations
813 975 6279 5127735 P.04
\1";,1
l'a:',~ :' ! 1',\ J
l~--'-'---=::::.::==~=~='~=.:=~':=:'~~~=--=~_:=~~~===:'-~~~~~!.~:5~'PE'(:'r~=~~~~YM:!~)~S. . -"~~~~~='-'~~~~:~~~~.~:=~'~.:.~:':=:~:-:::=~~:~::::=:=~-
NON-CONrOHj\1ING CONI':ECT'ION{): [Xl YES
[] NO
I.
IF this is 11l1ol1.confol'lning crmncl:!lllll permit, ils (ltrin,'c\ i\1 Ruk Chaptet's 14-96 and 14.97, then the following may I)~ a fJ,.11'\ oj' rhi, P{~l'fl!il:
~;.l(': 1l(L;.l'S'cY':Jrliling CnllJ)et;:li(l:::~:~ ~~~)~~~':~I~;.:.i211IiS pt~l'll1it wi!1 carry no more th<lll.._...L.t8Q_Q_...._....._._ in average d;tilj' lfilrtic,
...................._.............___......._._ I
QD:1E.R.;;p F::.Q/l.LJ'EQ.Y.lSIrlli;';
I\l! l)ollconf'.Irmillg (:()lIJw(~li"ll,r, will be suhj,:':1 tll dn,;un.: or n:lm:ali'"1 when rea,olwhk access hecl.1l1lc~; :I1';lil<lbk in tile 1\11l}1(,'.
2
1)ASSurance o~ per~ormance ~n accordance
with Florida Administrative Code~ RLlle
Chapter 14-96.008(3) is required prior
to implementation of the Permit.
2)'~e Followini FDOT General Notes
replaces It.ems 12&14 on Sheet C01
(2 of' 23):
L work perFormed with~n the FLorida
)art,ment. o~ Transportat.ion x'ight-of'-
t shall conForm to:
Florida Department of Transportation
~ndard SpeciFications For Road and
idie Construction~ 1999, with Unit
1version Supplement, <a.k.a. Standard
!lCS. ) .
Flor~da Department o~ Transportat~on
ld Plans Preparation Manual, Volume I,
lpters 2 and 25.
Florida Department of' Transportation
~xable Pavement Design Mar1ual for New
1struction and Pavement Rel1abilitation
~ch 1995.
"
2. Flor~da Department o~ Transportat~on
Roadway and TraFFic Design Standards f'or
Constaruction~ Maintenance and Utility
Operations On the StCllt.e Highway Syst.em
Jan. ~ 1994 with Intet'im Standards ~
Supplements, (a.k.a Standard Index)
Compliance with all applicable It1d1~es
is Required.
"---~---
5.The app~~cant must noti~y the F~or~da
Department of Transportaion-Local
Maintenance Office(48} hours in advance
of startini proposed work.
Call Pinellas Maintenance: B.A. Bennett
(?2?}5?0-5101
____,.,._...__"....__" 'A'"__~_'__'___"_'_""_'_"
[~-_._.._._.,._._---_....__..._._._---_.__......__...._----,......._...__.._._._-_..__...__.._-_..-=-~==.~~=-~~.~-==.=:=~-====~=-=:.........,.._._--_..._-----_.
. . PART 6: PER\-HTTEE CERTlfICATIO~ AND SI(;~ATURE
-_.__...---..'...-nn..........'....-~.,.._"'""",...._..,..,..ll"........~_____..~~___...._".~...,...,..__...___.___..__.................______......_.__..._...._.......,__''''............~..._~,~..............._..~._.........__....._,..
This pC!'l1Iit.:S hereby I,igm:d and ;111 prll\i~;j{llls agl't'~d 10 Oil r.blt:: _..__...___.._~..~...._~ o...:.?z..:::..~_5:__..__._.......__.__._...._.....___..M.
\ . ,}~\ .
1 cerlify tll:.il [ h;p...... r\:ad ilod lllH.krsland (lit illl111 tlHili,)!! and I'fovisiollf. eOIlI(dll"d in tl1is'permil. , fllrtlll.~r t:e!'lil'y Ill:!! I pu.t;St:;;s tlte ;\1111101'.(, I"
lHHkrlJlk~ rhe pr"pns,:d ;1<'1 lI'il ies. .
WI'l'NESSEJ) ByGJ~..a~.~~_.
j~I,,:II.\lUII':.
PRIf\'T Ol~ TYT'F' Patricia A. Fadal
2016 Stanhome Way
..~-_.._---.u{\E,-rr~:.;(.lk;.:i ..---.....--.. ........,~.....-........._..-...-....-...--.-...---
Orlando, FL 32804
..........._.,............~".-....
,:Ci1-.:
....~-~ ;'.~~i.;i',~J....r.~...~.."TI;i~... .-..-.~..."'..........
PJUNT OR TYPE:
Adam A. Dionna
TITLE: Director-Facilities Planning & Dev.
-.SoutneriC1'etro'Te'tim....Sys"'t.emi;r--......._........_." .........
2016 Stanhome Way, Orlando, FL 32804
_....._........-.--{.F1r.~f. ..,...-~._........ . .-........-_.__....-...........~..--.,,--~,..~._....~~.T~j~;i{~;i.-._..w~_.-'{"Zi:Y--' .....-..-.--,--....--.. .-..,.- N. -
DATE:
10-22-99
- ._-_._,-."._...-._..-....~_.-.....--------.-----............--~-----...----.---~.-----........-_.~-"""_--.~__-.~._......-....__,........,._..._'__w.____...._......-..........-..__._..._......~....._........................,,__........_.._....._.
HCCY"U'.IJ :"\1'1,,11I
IJIU \I !~VVA ~'Jc.;Ul~Nl~~'l'lUI'l Al'l)I.Il:A'l'IUN
FOR AI.J~ CATltGORIES
I'ORM 851l.u.m-U
SVSfm,IS "LANNING -11194
l'IJe I ar 6
'\~. f\ '\ ~ '\ G c/~"
~l'I'LtCAN'I'': Bayrock Ener~y. Inc.
I1nllincAddrcss: 401 East Boulevard. St~, 210
~lly. Stale, Zip Charlot te) NC 28203
rclcphane:(704) 344-1147
CONsur:I'JNG Fftll\1/1'ltO.JltCf MANAGER:
Mr. Adam Dionna
Southern Petroleum Systems
Mnll1ng A(klress: 2016 S tanhome Way
f'ROI'V.ltTYo\VNItIl: Bayrock Ener~XJ Inc.
Clly SIRIC, Zip:
Cily, S1111e, Zip. Char 10 t te"
Telcpho,nc: ( 70~ 344-1147
I1AX. Mobifc prlone, ele.: (704)
~IMC:UI ON"
Re$~OIlSlh'll Corpornle omccr: Matt Bogdovi t ch
I
MltltincAddrcss:401 East Boulevard, Ste. 210
TcfcphclllC:( 407) 4 81- 9 7 5 5 ex t '. 2 6
FA~r Mobile Phone, etc..: ( 40 7) 481 - 0 769
CIHel.u ONU .
O~landoJ Florida 32804
Ne 28203
344-9735
ARE YOU AN AUTJlOlUZUD JtEPRESEN"rNflW?
If the property owner desires to have a representative sign nnd bandle the application. the owner must
provide n .notarized letter of nt1thorizath~n attnched with the application. (SEE PART 2 OF TlUS FORNI
DELOW)
AuCllClrfzcl1 HCllfCSlminflvlll
(NOTE: AU cnrrllspflndelu;o ""lithe "lIu1o tlltcmgh tho rCllrcsentatlvc. A Itotnrlzed leUer of Quthnrlu'loll D'Ust be aUaclte.' If yon "se
nn :mthol"h:ed rellrcscmintlvc.)
Name:
Mr. Adam pionnR
Southern Petroleum Systems
Coml'ItInY:
A(ltlrcs~:
2016 StanhQme Way. Qrlando. Florida 32804
COIlCbmc outo next pnge
STATtl Ol? A.ORIDA 1l1lPAnTMr:NT 01* TRANSPOnTATION
DRIVE'''' A Y/CONNECTION APPI~ICA'rJON
FOR AT...t... CA1'ICGOIUJtS
FORM 850.040.)$
SYSTtlMS I'I.ANNINO -11/,..
l'allO :1 ar 6
1~~~~~ft;:: <,
. .' .Wri,q~~~I'ft(Qr.~.~_..~~I'
.iEGORY A
C Slngle Family Home
CI Duplex.
01,
CI Ollter use less Ihn" 21 vehicles per day USB:
II
~TnGORY D
o DwclJlng \lI1its (between :3 nnd 60)
1110 exceed
o trlpslllay
CI Orncc/Cnmmerclnl/Jnstilutlonnt In a small stnlcture (enler type and gross square feet
below).
TYPE OF usn
SQUARn mnl' or STRUCTunn
:her
o
PCSGrirlk,U uf USll
P YOU EXPECT MORE TI-IAN 600 TRIPS PER DAY FROM YOUR SI1'E,
:OMPLETE T1US SECTION BELOW:
11111 LIse
Convenience Store
w/ Gas Pumps
. None
I
Fast Food Rest.
wI Drive Thru
"nUs 12 fenl L 2 500 sf
(Oross Stl_ fl. or-UwclllllU Units)
None
dslinn:
'"posed:
See Above
See Above
AI!lICh Qddllllll\llllllcclS If' neca'Dr)'
.
sdmllled Average Doily Volllme:
Vot '1'Iqlllred for Cnrtgory A)
2 , 500 ADT
1,800 ADT
:S1lmaled Average Peak HOllr Volume: IN
1 71
~ovr
17R
AM~PM (Circle .Q}r. ~. Olher) _
Ccmt hme onto next Ilnne
"
Sl'''m Oil 111.1I1tl1lA U1!MI\'l'MI!N'I' 011 'l'IlANsrolt','A:nON
DRIVE,"' A Y/CONNI~CTION' Al'l)LICA TION
Fon ,ATJL CA TRGORIES ,
FOIlt.{ 150.04n.t 5
SYSTfiMS rLANNING - 11/94
Pt,C 3 (If Ii
~
lEeK ONIl
o Temporary rermit, Description:
From (Dille):
To (01110):
(Not lo'exceed 6 months)
o
o
I"uhllc Slreet. Rontl or FncllllY, Description:,
Sllfcly UPRrade, Description: .
l!llpcClc.' Daily Trame
II,
;1
;~t.~~~~Mfkt~!:r$;~~~~~~~~~~' ,Jf~t:r.. ~ .. ~ . ,', j~H.AI~~li~~i.~"~~)i;~~rION,..I~ I~C)IttV1 Mr:J ~1N~' ,.~; ~,.....j~[~j;;~~f{'~~~i1~f~~~i\~f~f~W~~~:;~ii~~:i\1!~;i~[~f.::il!;jii::i:i:?:::i)j:;~;~:~1
'perly Ph}'slcnl SHe Address:
Gulf to Bay Boulevard
lween:
On north side of the intersection of Gulf to Bay'Boulevard
Slrl:Cl, Road, file. ... Street, Road. lIIo.
and Sky Harbor Drive.
If l!cYc:lolllllCllt Is III I,hllscs, vIeAu, 11f0\l1110 lids Ill!1I1111ll1!ulI OR a scl'anllG .llI:tl.
Ollse Inc1feAfc North
See Attached Map
IIi' IT WIU.. SERVE '1'0 mtTTRR COMMUNICATE,
PUr-AS I!: rltOVlOE SKItTCn Olr PltOrltR1Y I..OCATION - (SCAI..U IS NOT IMrOltTANT)
ollll Name:
nond Nome:
n:\(f\vny Access MnltngcllIenl Clnsslncnlloll
,vll"\Il( .\ 'lqI.unll."
ROllclwnv Access ManAgement Chlsslficlllkm
IA",II.hl. 111)'~"lln"lQ
oSled Speed Umil:
MPIl posled Speed JJmll:
MPII
:nnd Section Numher:
Rcmd Sectloll Numher:
(.1."''''''0 It IIOI""INI\I)
,fill: PoSI Nllm\Jer:
Milo Posl Nmnhcr:
IAvIU.I... 'I n'J'"I'mOIll'
Ul\l "ll..h'A. il:ut~I'4I~Cl'hJj" Al'.'UCA'l'ION
Ii'OIt AT..T.. CATEGOIUIl:S
SYSTliMS l'1.^IiNINU . I W.!
r..c 4 or 6
Already Approved:
m SO. PLBA~n ATrACn APPROVAL DOCUMENT TO APPLICATION
ntat Bovernmenl development npproval official:
Arprovlll Pending:
x
.
If "approval pending II what Is expecled approval datc? November + /-
ame:
lepllflment/Office:
Ircct Address:
~iIY. Sllllr:, ZII':
'crephone: ( 813
Tille:
City of Cle~rw~ter
100 S. Myrtle A~enue, Suite 210
Clearwater, Florida 33756
" t.
) 562-4567
't;A<'I't" .,.... It' .r..,' ....'.;...:IfJ....'J..O'.:.....'..'.
. , . :" t' ' -.,.:' ~ .
. ,", .L(,
":','" "~" "'. . ......: ..... 1'1',"".1"',.,.
'on CA'l'RGOmF..s C.f),R,F & O. "hls Is the minimum Information. required for review. Tbis InCofRlation shall tiC slanecl. sealed and
nted by n flrorcssion~r Bngineer registered ill Florida.
t \t: 1-0'
)
Numher of Copies:
\, Sile rlal\ Map (Scale:
fA
flchul/!:
v
v
V'
V
./'
v'
../'
~/A
/
./
Slle circulation pran antr (larking layout
Location of YOllr pro/'losc(1 connection!!
Location or existing median ~pellitlns servlnl1lhe prol'lerlY
j
I
t.ocnlinll of nit rtlblic streets servinG the properl)"
All known ctlSl;:l11cnts
rroperfy lines
night of wny lines
All olll.pnrcels
OWllershlp of ahutting pnrcels
tnsel site localiollll1np
Location of huildlngs llnd olher permanenl fenlllres Ihnt nrreclllnhl dlslnnce or circurnt1~n on puhlic roads
J!xistiflll joint property ncccss n~lllurus
Continue tin IIllxt I,nne
......,._ LU') ..~'t'IUI\ 11l:.l'/\U,l"U:Ii.' UI' 'It^I~,~ltUJl'J^'11UI~
DRIVE'''A Y/CONNltCTION AltltJ..ICA'rION
Iron AJ.ll, CA TEGORllt8
FORM &S(l.llolG-1S
SVsrr:MS l'I.AI4N\NO . 1I/!l4
"I!:e S IIr 6
~Nlf~t!i:~%\~tj~~~~{1~ii~~1r.~ 1t'.t8,t~.f~.itW ,ji6N~~fi,)~'qq~N ',iQiNpN~,I~qqN'~'PH~q"t~P.'~J~~ !tl~1t'(~Q!'fl:~NQ.~'})if~~i~\t~*f~l,fWf~M!;i.ij:l~~W:i;:?t~~~
\,1\ 0:; "'..... \
Connecllon Des inn I'lnl1 (Senln: c..v ) C. Drnlnlll1C /"rom TO[lo Plans (Separale map from Sile Plnn &.
CClnnecllon Design may he reCJuired)
:llIdc5:
,t/'
../
~//tt
/
.../
\/
.J./~
~1A.
C<Ulllccliml/tlrivcwny dllllcmshms (b,clndD
wldl", 1II1gle, rIldius, 011 fa, etc.)
~/A- Culverl size nnd lype
,./" ExislinR grading
./ Proposed nralling -I.
I'
v"" .,
Storrnwnler fuellilies
v"" Drnillngc facilities
All roadway nltcrtllions
Auxillnry Innes willi cross scclinll
fixisling trnffic control devices
Proposed trllffic control devices
Slriping IIml signlna pl:tl1s
Pavement design include cross scctlon for
, connectlon(s)
Pavement design including cross section ror
lluxlllnry lanes
)UC 10 scalo, Ibis exhibit may need 10 he sepnf'\te (mill other exhibits) Recent IIcrlnl photos arc Dcccplnbtc.
nc:nllon ami splicing of connecCians. medlnn openinGs, nnd rClnds for:
660 PI. (200 M) cneh side of lhe rroposcd connection for roads wilh speeds 45 MPIl (70 KPII) or less ,
I
1320 Fl. (400 M) each siere of the proposed connection for ronds wid, speeds crenler Ihan 45 MPII (70 KPIl)
Ahove inrnrllllllion for holh sides (If lite slfeet
.Orher, fixplnln
1)1I~ 10 n reslriclive medlall, or other physical features. the rcqtllrcmellhi of Ihis secllon may be tess.
~~it~.'~~~;~:.
on CA'T'li:GOltV n.E,F..'l:G npplicndolS or lIny appliclIlloll rCflncsllng It "rafRc Sigllnl, New Mtidinll Opening, or Modified Median
I,cninl.l.
V'"
v
~JA
~/A
Tl'"me Sillily
Penk h(mr mnvemculs rrom each proposed connecllon
I
Exisling condilions
Ptllllre cOlldillons (Ycnr }
Contfnue flU ne.. IloRe
~
"'I" III UI' l'I.\lIIIIJ<\ Uhl'^ltl MliNT UI' "'ltANSI'OllTAT/Ot-!
DRlVEWA Y/CONNECTJON APl)l...lCATION
FOR AT..l. CATEGOIUES
!'On/.! BSQ.()'IO.1S
SYSTf:MS rLANN/NO . 1119~
I'alle 6 "r 6
<:'... ,-
Numher of pnckages.
Appllclltion forms hearine original sicnnlures.
Applicable designs Ilnd trnffic similes nnd sealed hy n professionnl engineer.
II.
'1
,.
NOTES:
:tiry thnt I nm f.1ltlilinr wilh
rtnll/ion Is Irlle, co
ormn/lon conrainel11n Ibis IlP/llicA/lol1 nnel Ihnl fo fhe hest of my knowledge amI belief such
Ir e.
.
ed
Dille:
9 /?- "2.- J ~ e>
ted Name:
Adam Dionna
LJ!:
Age~t
liSSIOIlAI./:tlfilHlilill RI:ClISj'MA'IIClfj NUMllliR tll' AI'I'/.I~AlIlJ!JI
I~ .......'0\.1
2016 StanhomeWay
Orlando, Florida 32804
(~I"'C) 1:111
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IlI!C\'CI.IlIlI'AI'IlIt@
JEB BUSH
GOVERNOR
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Florida Department of Transportation
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11201 N. MCKINLEY DRIVE, TA.\fPA, FL JJOl%+lOJ ,(ilJ) '75-6258' 1-800-226-7220
DISTRICT DR.\.L'I(AGE. M3 7-800
THO~[AS F. BARRY, JR.
SECRETARY
July 27, 1999
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Gregory R. Crawford, P.E.
Engineering & Design Group, Inc.
1004 Joshua Creek Court
Oviedo, Florida 32765
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Subject:
Drainage Connection Permit Application
Project Name: Exxon Convenience Center
Permit Number: 98-D-799-0056
Section Number: 15040 SR 60
M.P. (Sta.) Number: 4.894
County: PineIlas
Date Received: 10/8/98
Date Resubmitted: 7/7/99
Date Completed: 7/27/99
Chapter 14-86, Florida Administrative Code
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Dear Mr. Crawford:
We have completed our technical review of the Drainage Connection Permit Application for the
subject project.
The submitted infonnation, plans ail . age calculations indicate the prop truction is .
compliance with Chapter 14-8. 3(3). We recommend a Drainage Connection Permit be iss
applicant as requested.
Note to EngJ'~neer: See Sheet 10 of23, "Outfall Structure Detail". The documentation has the
~ flow line of the 3D-inch pipe at elevation 25.63. The Detail shows the top
o concrete in the structure to be at elevation 26.50. This should be adjust d.
C v ~ lease mail a copy of the As-Built for Our record.
If you need \rther assist e in the pennitting process for this project, please do
contact me at (813) 975-~. ('ll)
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Sincerely, . !
~ AiaolJ. .
Megan 'aste P.E.
Assistant District Drainage Engineer
cc:
C~r1os Lopez, P.E., District Drainage Engineer
1vlichael Jackson, Access ManClOPInP.nt
\\-vvw;- VUT;':'S ta t e. fI. us
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STAT80F FLORIDA DEPARTMENTOF'lRANSPORTATION ,
DRAINAGE CONNECTION PERMIT APPLICATION
FORM 592.12
ROADWA Y DESIGN
10/86
To be completed by DOT
Drainage Connection Permit Application No. '\'P--1j9 0 CI S-'
Date
\'L{'l\~1
R~eived By
State Road No. C, cI
Section No. { 511 i u ~ u"'--
Milepost L-f ,. K~~
Maintenance Unit
Construction Project No.
Station
FROM
TO
To be completed by Applicant
Applicant's Name: Bayrock Energy, Inc.
Address: 401 Eas t Boulevard
STREET
( 704)
344-1147
NC TBLEPHO~;r2'b 3
ST~TB ZlP
Charlotte
CITY
Project Name:
Location: Gulf to Bay Blvd. 60 Clearwater
STREET SR. NO. US HWY NO. CITY
Pinellas 17 29 16
COUNTY SECTION(S) TOWNSHIP(S) RANbE(S)
Brief Description of Activity Proposed: ~ on s t rl1 c t R .1.000 sf convenience cen t e r
store with 6 gas pumps' and 2,500 sf drive thru rest. along with assoc.
stormwater to discharge into a relocate ditch along the eas~ property.
Mecklenburg
COUNTY
EXXON Convenience Center - Clearwater
Briefly Describe Why This Activity Requires a Drainage Connection Permit: (Include Where the Stormwater Will Discharge)
currentl the site dischar es into a 3'xS' culvert under Gulf to Ba Blvd.
through a shallow ditch~ The ditch will be relocated to the East side of
the site and will discharge the runoff from the pond into the same culvert.
NOTE: Rule Chapter 14-86.004 specifies the exact data requirements which constitute a complete application. Ihis form must be submitted
with all the required items in quadruplicate. These include:
r/ Affidavit of Ownership or Control
'-7 Legal Description
~ Statement of Contiguous Interest
-.::::. Computations
...;7' Ctrtification
mE Photographs of Existing Conditions
~cation Map
__ Grading Plan
-:t.. Soil Borings
Water Table/Percolation
-.::::: Permit Form 592-13
Please mark items which have been submitted
I HEREBY CERTIFY THAT THE INFORMATION SUBMITTED IN THIS APPLICATION IS COMPLETE
ACCURATE, OF THE ACTIVITY AND OF THE EXISTING AND PROPOSED
DRAINAGE/S AGEMENT FEATUREs AND PATTERNS.
APPLICANT
Mr. Adam Dionna
NAME
Orlando
CITY
DATE
Southern Petroleum S stems
(MAILING ADDRESS)
Florida
STATE
(SIGN)
2016 Stanhome Wa
18
STREET
32804
ZIP
481-9755
TELEPHONE
If this application i'~b.uiir~ the aPPl~ ~Cl~i Of~~ the pennl...1lWSt be allacbed.
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RBCYCLED PAPER*
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STATE OF FLORIDA DEPARTMENt' OF TRANSPoRTAnoN
DRAINAGE CONNECTION PERMIT
FORM 592.13
ROADWAY DESIGN - JO/86
Page I of3
To be completed by DOT
State Road No.
~o
'\ C;' ~ {\~ Oc..>S1,
Drainage Connection Permit Application No.
Construction Project No.
Section No.
laYClr-.oo<.;l
t-(~ ,
Station
FROM
TO
Milepost
To be completed by Applicant
I, Ba rock Ener
(NAME OF APPLICANT)
401 East Boulevard, Suite 210
(MAILING ADDRESS)
Inc.
344-1147
(TELEPHONE)
Charlotte
(CITY)
NC
(STATE)
28203
(ZIP)
having read the terms and conditions which follow I request permission to construct and operate a drainage connection between
(DESCRIBEYOURFACILITY) the ro osed site and the existin 3'x5' culvert
under Gulf to Bay Blvd. The store will include 3,000 sf of retail, car
wash 6
and a 2 500 sf drive thru rest-
aurant that will drain into a stormwater pond for treatment prior to
discharging into the FDOT system.
and the facilities of the Department of Transportation by construction of a (DESCRIBE PROPOSED CONNECTION)
an existing 3'x5' box culvert under Gulf to Bay Blvd. Bayrock proposes
to construct a pond that will discharge into a relocated ditch along the
East side of the site (miti ation area) and then drain into the existin
FDOT system.
on the Department's right of way at the following location: a PP r oxima tel v 100 fee tea s t 0 f the
intersection of Gulf to Bay Blvd. and Sky Harbor Drive.
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on State Road No.
60
U.S. Highway No.
County
Pinellas
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FORM 592.13
ROADW A Y DESIGN - 10/86
Page 2 00
To ,be completed By DOT
1. This permit is a license for permissive use only and does not convey any property rights either in real estate or material, or
any exclusive privilege and it does not authorize any injury to private property or invasion of private rights, or any infringement
of Federal, State or local laws or regulations; nor does it obviate the necessity of obtaining any required state or local approvals.
2. The drainage connection as authorized herein shall be constructed and thereafter maintained in accordance with the documents
attached hereto and incorporated by reference herein. All construction on the Department's right of way shall conform to
Department specifications and the Department's manual on Traffic Controls and Safe Practices for Street and Highway
Construction, Maintenance and Utility Operation. Such construction shall be subject to the supervision and approval of the
Department, and the Department may at any time make such inspections as it deems necessary to assure that the drainage
connection is in compliance with this permit.
3. The entire expense of construction within the Department right of way. including replacement of existing pavement or other
existing features, shall be borne by the permittee.
4. The permittee shall maintain that portion of the drainage connection authorized herein located on his property in good
condition. The Department shall maintain that portion of the drainage connection authorized herein located within its right of way.
S. If the drainage connection is not constructed, operated or maintained in accordance with this permit. the permit may be
suspended or revoked. In this event modification or removal of any portion of the drainage connection from the Department's
right of way shall be at the permittee's expense.
6. The Department reserves the right to modify or remove the drainage connection to prevent damage or in conjooction with road
improvements.
7. The permittee shall make no attempt to forbid the full and free use by the public of all navigable waters at or adjacent to the
drainage connection.
8. It is understood and agreed that the rights and privileges herein set out are granted only to the extent of the Department's right.
title, and interest in the land to be entered upon and used by the permittee, and the permittee will, at all times, assume ail risk
of and indemnify. defend and save harmless the Department from and against any and a1110ss, damage, cost or expense arising
in any manner on account of the ex.ercise or attempted exercises by said permittee of these rights and privileges. regardless of the
respective degrees of fault of the parties. ,
~e permittelrhall notify the Department of Transportation Main. tenanc e Office located p. "" \l"1
". ~, {~ .... ( ~ Telephone (11. 1) ~1 0 - ~ \ ()
24 hours in advance of starting any work on the drainage connection authorized by this permit an also 24 hours prior to any work
within the right of way. Construction of any work on the right oT way shall be completed within days after such
notification. If such construction is not completed within _ days after such notification, the permittee shall notify the
Department of the anticipated completion date.
10. Utilities, including gas lines, may be located within the right of way. Prior to beginning work the permittee shall contact
the Clerk of the Circuit Court for the name, address. and telephone number of any gas line owner who will provide information
upon request on possible conflicts between the gas line and the permittee's drainage connection. The permittee shall also locate
all utilities and obtain information from utility owners as to possible conflicts between utilities and the drainage connection. The
permittee shall be solely responsible for any damage to or conflicts with gas lines, utilities and/or third persons.
11. This permit shall expire if construction on the drainage connection is not begun within one year from the date of approval
and if construction on the drainage connection is not completed by (Date) . .
12. All the provisions of this permit shall be binding on any assignee or successor in interest of the permittee.
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FOR.'" 592.13
ROADWAY DESIGN. 10/86
Pagel of 3
To be completed by Applicant
The above conditions are
is signed by a represent
ccepted and agreed to this "t e,. day of s.e~......l",..... 19 erB. (If this application
~. 1I1en a letter of aulhorizalion ~ ~ attached.)
Applicant:
2016 Stanhome Way
(MAILING ADDRESS)
Witnessed By:
\a:>L{- .Jor~~ ~ a 6lk.do,11.- ':3t1G'S
(MAlLl~G ADDRESS)~ITY)(STATE)(ZIP)
Witnessed B~~d ~
<~~ 5 fY)\ L'64-Avf. I Ll ~ ,tJbl2. "fQ0( I 'PIA ~d.19~
(MAILING AoDRESS)(CITY)(STATE)(ZIP)
Orlando, Florida 32804
(CITY)(STA TE)(ZIP)
To be completed by DOT
The above request has been reviewed and has been found to meet the regulations as prescribed. and is hereby approved, subject
to the following special conditions:
THE DEPARTMENT OF TRAl'{SPORTATION BY ISSUANCE OF THIS PERMIT ASS'(JMF,S
NO RESPONSIBILITY FOR DISPOSAL OF WATER OR MATERIALS OF ANY KINJ> BY THE
PERMITTEE. AND THE PERMITTEE BY ACCEPTANCE OF THIS PERMIT ASSUMES
RESPONSmILITY FOR SUCH DISPOSAL INCLUDING DRAINAGE.
Department of Transportation:
.#~~
(SIGNATURE)
To be completed by Applicant
David W Olson. PE
District Permits/
Access Mana~ement Engineer
(TITLE)
I~~/~
(DATE OF APPROVAL)
Witnessed B
loolf ..bs~v~ k.- '* 8wtJuj ~ 3rd:J~
(MAILING ADDRESS)(bTY)(STA TE)(ZIP)
Wjtnessed~ ~
d-:O~Jl)W_lSl,4 Mf: IXnrf&_ Yth~ flA 3a1qa
(MAILI~"G ADDRESS)(CITY)(ST A TE)(ZIP)
'2.-z. day of
Applicant:
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DJ_.
. 19 .. IS .
RECYCLEDPAPER(88)
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STATEMENT OF CONTIGUOUS IN~RES~
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PROJECT NAME EXXON Convenience Center - Clebrwater
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PROJECT LOCATIONGulf to Ba Blvd. and Sk Harbbr Driv
COUNTY
STATE ROAD NUMBER
APPLICANT
60
Bayrock Energy~ Inc.
I HEREBY CERTIFY THAT THE TOTAL CONTIGUOUS
PROPERTY OWNED OR CONTROLLED IS AS SHOWN
ON THE PROJECT'S CONSTRUCTION PLAN AND MORE
FULLY DESCRIBED BY LEGAL DESCRIPTION AND
ATTACHED HERETO AS EXHIBIT "Alt.
SIGNED
qlLJl2
DATE g,J"'Z."t:../ ~ e
NAME/TITLE
ADDRESS
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Mr. Adam Dionna.
Agent
7.016 Stanhome Way
Orlando, Florida 32804
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AfPIDA~T OF PROPERTY OWNERS!!!!
OJ( CONTROl.
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In accordanc(' wi th RlllEHi of the Depa rtltent of
Chapter 14-86.004(4}a;
I, BaVrock Ener~; Inc.
101 F,~., .c~lP,~frrt~:S_._~ 21~. ~rlQfted
own or Contl"O t e '0 low ng eser e
Transportation.
· who reside at
NC=. Certify that
property:
Exhibit If A"
SJ.CNED
<7l~D , _
l-lJTNESS:
~"~L<ta
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10000Lf .JoJhll~ ~ t:f
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AOU/(f:S~~. $nr1ALf~ I4l1e
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bt'fur(. me. this ~~ . d f
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ADDRESS
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...' ". Eleanor Bermce Tweedy
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*~ *My Commission CCn0179
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EXHIBIT "A"
SECTION 17, TOWNSHIP 29 S" RANGE 16 E"
CITY OF CLEARWATER, PINELLAS COUNTY, FLORIDA
DESCRIPTION
PARCEL NO.1: BEGINNING AT A POINT OF 110 YARDS NORTH AND 110 YARDS WEST OF THE SE CORNER OF THE SE 1/4 OF THE NW
1/4 OF SECTION 17, TOWNSHIP 29 S. RANGE 16 E, AND RUNNING THENCE WEST 110 YARDS; THENCE SOUTH 110 YARDS, THENCE
EAST 110 YAROS: THENCE NORTH 110 YARDS TO POINT OF BEGINNING: LESS: THE E. 30.00' THEREOF; AND LESS: THE S. 50.00'
THEREOF FOR RIGHT-OF-WAY FOR GULF TO BAY BOULEVARD (STAlE ROAD 60); AND LESS: AN EASEMENT GRANTED TO PINELLAS WATER
CO.. A FLORIDA CORP., BY H. L. McMULLEN, ET UX.. DATED FEBRUARY 24, 1930, FILED ON FEBRUARY 3, 1954, IN DEED BOOK
1465, PAGE 105, PINELLAS COUNTY RECORDS, (ASSIGNED TO CITY OF ST. PETERSBURG BY ASSIGNMENT DATED DECEMBER 4, 1940,
RECORDED IN DEED BOOK 1465, PAGE 105) GRANTING PERPETUAL EASEMENT TO CONSTRUCT. OPERATE AND MAINTAIN WATER MAINS
FOR DlsmlBUTION OF WATER, 50.00' WIDE, AS FOLLOWS: "ACROSS THE SE 1/4 OF NW 1/4, LESS 4 ACRES IN THE SW CORNER
MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST QUARTER-SECTION LINE OF SECTION
17, 707.0' MORE OR LESS WEST OF THE CENTER LINE OF SECTION 17, THENCE N. 36'09'30" E. (TRUE BEARING) 1,184.00'
MORE OR LESS TO A POINT ON THE NORTH AND SOUTH QUARTER-SECTION LINE 950.00' MORE OR LESS NORTH OF THE CENTER OF
SECTION 17, TOWNSHIP 29 5, RANGE 16 E, LYING AND BEING 20.00' IN WIDTH ON THE WEST SIDE AND 30.00' IN WIDTH ON THE
EAST SlOE OF THE A80VE~DESCRIBED LINE.
PARCEL NO.2: THE EAST 30,00' OF THE FOLLOWING DESCRIBED mACT, TO WIT: BEGINNING AT A POINT 110 YARDS NAND 110
YARDS W OF THE SE CORNER OF THE SE 1/4 OF THE NW 1/4 Of SECTION 17, TOWNSHIP 29 S, RANGE 16 E. AND RUNNING THENCE
W 110 YAROS; THENCE S 110 YARDS; THENCE E 110 YARDS; THENCE N 110 YARDS TO POINT OF BEGINNING; LESS: SOUTH 50.00'
THEREOF FOR RIGHT-OF-WAY OF GULF TO BAY BOULEVARD (STATE ROAD 60).
PARCEL NO. 2A: THE W. 30.00' OF THE FOLLOWING DESCRIBED TRACT, TO WIT: BEGINNING AT THE SE CORNER OF THE SE 1/4
OF THE NW 1/4 OF SECTION 17, TOWNSHIP 29 S, RANGE 16 E, AND RUNNING THENCE N. 110 YAROS; THENCE W. 110 YARDS:
THENCE S. 110 YAROS; THENCE E. 110 YAROS TO A POINT OF BEGINNING; LESS: SOUTH 50.00' THEREOF FOR RIGHT-OF-WAY OF
GULF TO BAY BOULEVARD (STATE ROAD 60).
LESS AND EXCEPT RIGHT OF WAY AS DESCRIBED;
THAT PORTION OF THE SE 1/4 OF THE SE 1/4 OF THE NW 1/4 Of SECTION 17. TOWNSHIP 29 S: RANGE 16 E, PINELLAS COUNTY,
FLORIDA, BEING DESCRIBED AS FOLLOWS:
COMMENCE AT A DISK MARKING THE NE CORNER OF THE NW 1/4 OF SAID SECTION 17; THENCE S. 0'48'06" E. 2,667.38' ALONG
THE EAST BOUNDARY OF SAID NW 1/4 TO THE SE CORNER OF SAID NW 1/4 SAID CORNER BEING ON THE SURVEY LINE OF SR 60;
THENCE S. 89'17'05" W. 300,00' ALONG SAID SURVEY LINE; THENCE N. 0'48'06" W. 50.00' TO THE SOUTH LINE OF A
10.00' EASEMENT PER O.R. 5950, PAGE 51, PU811C RECORDS OF PINELLAS COUNTY, flORIDA, FOR A POINT OF BEGINNING:
THENCE S. 8917'05" W. 360.00 FEET ALONG SAID SOUTH LINE TO THE WEST LINE OF SAID EASEMENT; THENCE N. 0'48'06"
W. 10.00 FEET ALONG SAID WEST LINE TO THE NORTH LINE OF SAID EASEMENT; THENCE N. 8917'05" E. 294.99' ALONG SAID
NORTH LINE; THENCE N. 0'42'55" W. 10.00'; THENCE N. 89'17'05" E. 50.00'; THENCE S. 0'42'55" E. 10.00' TO SAID
NORTH LINE OF SAID EASEMENT; THENCE N. 89'17'05" E. 15.01' ALONG SAID NORTH LINE TO THE EAST l1NE OF SAID
EASEMENT: THENCE S. 0'48'06" E. 10.00' ALONG SAID EAST LINE TO THE POINT OF BEGINNING. LESS EXISTING RIGHTS-OF-
WAY.
ALL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
A TRACT OF LAND LYING WITHIN THE NORTHWEST 1/4 OF SECTION 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST, P!NELLAS COUNTY,
FLORIDA AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE CENTER OF SAID SECTION 17, THENCE NOO'19'21"W, ALONG THE EAST LINE OF THE NORTHWEST 1/4 OF SAID
SECTION 17, FOR 330.00 FEET. THENCE S89'46'01"W, ALONG A LINE 330.00 FEET NORTH OF AND PARALLEL TO THE SOUTH LINE
OF THE NORTHWEST 1/4 OF SAID SECTION 17, FOR 300.00 FEET TO THE POINT OF BEGINNING. SAID POINT ALSO BEING A POINT
330.00 FEET NORTH OF THE SOUTH LINE OF THE NORTHWEST 1/4 AND 300.00 FEET WEST OF THE EAST LINE OF THE NORTHWEST 1/4
OF SAID SECTION 17, THENCE SOO'19'21"E, ALONG A LINE 300.00 FEET WEST OF AND PARALLEL TO SAID EAST LINE, FOR
270.00 FEET TO THE POINT OF INTERSECTION WITH THE NORTH RIGHT-OF-WAY LINE OF GULF- TO-BAY BOULEVARD (STATE ROAD 60),
AS RECORDED IN OFFICIAL RECORDS BOOK 6750, ON PAGE 80B OF THE PUBLIC RECORDS OF PINELLAS COUNTY, FLORIDA, THENCE
ALONG SAID RIGHT-OF-WAY LINE, THE FOLLOWING (5). COURSES, (1) THENCE S89'46'01"W, FOR 15.01 FEET, (2) THENCE
NOO'13'59"W, FOR 10.00 FEET, (3) THENCE 589'4601"W, FOR 50.00 FEET. (4) THENCE 500'13'59"E, FOR 10.00 FEET,
(5) THENCE SB9'46'01"W, FOR 294.99 FEET TO THE POINT OF INTERSECTION WITH A LINE 660.00 FEET WEST OF AND PARALLEL
TO AFORESAID EAST LINE, THENCE NOO'19'21"W, ALONG SAID PARALLEL LINE, FOR 270.00 FEET TO THE POINT OF
INTERSECTION WITH A LINE 330.00 FEET NORTH OF AND PARALLEL TO AFORESAID SOUTH LINE, THENCE N89'46'01"E, ALONG
SAID PARALLEL LINE, FOR 360.00 FEET TO THE POINT OF BEGINNING AND CONTAINING 2.22 ACRES, MORE OR LESS.
JRK PERMlIS/LUN1KHLIS r~L:l-~U4-~~1-DU(Y
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ENGINEER'S CERTIFICATION
for ORA'NAGE CONNECTION PERMITS
Project Name _ EXXON Convenience Center - Clearwater
Project Location Gulf to Bay B:J,.vd. and Sky Harbor Drive
County Pinel1as w State Road Number 60
Applicant.s Nama _ Bayrock Energy. Inc.
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In accordance with Florida Administrative Code (F.A.C.) Rule 14-86, Drainage
Connections, I hereby certify that the following reQ4irements have been or will be
met.
14-86.003(3)(a)3: The quality of water conveyed by the connection
meets all applicable water quality standards or minimum design and
performance standards.
14.86.004(4)(g): The complete set of plans end computations comply
with 0 14-66.003(3)(a), or fZl'4-86.003(3)(b). (check one)
I futher certify under penalty of law that a Natlonel pollutent Discharge Elimination .
System (NPDES) permit for stormwater discharges associated with industrial
activity 0 is requiredl ~ is not required. (check one)
I am aware that there are significant penalties for submitting false Information,
including the possibility of fines and i,mprisonment.
This certification shall remain valid for any subsequent revision or submittal of
:::1:' computations or other pro:I:::::r~~nts. ~
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Name (typed)
Gregory R. erawford,PE,PSM
Date
4 ~'2S -'1 j
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EXXON CONVENIENCE CENTER
SEe. 17, TOWNSHIP 29 SOUTH, RANGE 16 EAST
PINELLAS COUN1Y, FLORIDA
FDOT DRAINAGE CONNECTION
PERMIT APPLICATION
RAI RESPONSE (7-4-1999)
Prepared For:
BAYROCK ENERGY, INe.
401 EAST BOULEVARD, SUITE 210
CHARLOTTE, NC 28203
Prepared By:
ENGINEERING & DESIGN GROUP, INe.
5021 EGGLESTON AVENUE, SU1TE A
ORLANDO, FLORIDA 32804
September, 1998
JUL 2 '3 LGm
FILE
it 501J:()5 /i1
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Section
No.
2.0
3.0
EXXON CONVENIENCE CENTER - CLEARWATER
FDOT DRAINAGE CONNECTION PERMIT APPLICATION (Rev. 7/04/99)
TABLE OF CONTENTS
Title
Transmittal Letter
Table of Contents
Permit Application
1.0
EXECUTIVE SUMMARY
1.1 Project Information
1.1.1 Project Permittee
1.1.2 Project Information
1.2 General Project Description
1.3 Drainage and Design Criteria
1.3.1 Drainage Basin Data - Pre- Development
1.3.2 Drainage Basin Data - Post Development
1.3.3 Drainage Design Criteria
1.4 Summary of Agency Design Criteria
1.4.1 Design Methodology
1.4.2 Routing Analysis
1.4.3 Water Quality Treatment Volume
1.4.4 Stormwater Management Recovery Analysis
1.5 Surface and Groundwater Elevations
1.5.1 Surface Water Elevation
1.5.2 Groundwater Elevation
POST-DEVELOPMENT CONDITIONS
2.1 Outfall for Point Discharges
2.2 On-site and Off-site Stormwater Management Systems
2.3 Tailwater Conditions
DESIGN ANALYSIS
3.1 Hydraulic Parameters
3.2 Water Quality Treatment Volume
3.3 Stage vs. Storage
3.4 Recovery Analysis
3.5 Wet Detention Calculations
3.6 Peak Discharge and Conveyance Calculations
Page
No
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1-2
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1-4
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5.0
6.0
EXXON CONVENIENCE CENTER - CLEARWATER
FOOT DRAINAGE CONNECTION PERMIT APPLICATION (Rev. 7/04/99)
TABLE OF CONTENTS (Continued)
Section
No.
Title
3.6.1 Runoff Characteristics
3.6.2 Design Storm
3.6.3 Runoff Hydrographs
3.6.4 Stage vs. Storage
3.6.5 Stage vs. Discharge
3.6.6 Flood Routings
3.6.7 Water Surface Profiles
3.6.8 Peak Runoff Rates and Volumes
4.0
WETLANDS
4.1 Existing Site Conditions
4.2 Seasonal High Water Elevations
4.3 Protected Species
4.4 Proposed Conditions
4.5 Upland / Wetland Buffers
4.6 Wetland Mitigation Plan
4.7 Monitoring and Maintenance Plan
OPERATION AND MAINTENANCE
ALTERNATIVE STORMWATER TREATMENT
Page
No
3-3
3-3
3-3
3-3
3-3
3-3
3-4
3-4
4-1
5-1
6-1
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EXXON CONVENIENCE CENTER - CLEARWATER
FDOT DRAINAGE CONNECTION PERMIT APPLICATION (Rev. 7/04/99)
TABLE OF CONTENTS (Continued)
Section
No.
Title
FIGURES
1-1 Vicinity Map
4-1 Planting Zone Section
TABLES
3.3A Stage vs. Storage
Summary Table
4-1 Wetland Mitigation Area #1 Planting Plan
4-2 Upland Buffer Planting Plan
One Project Wetland and Other Surface
Water Summary
Two Project On-Site Mitigation Summary
APPENDICES
A Geotechnical Report
B Hydrologic Parameters
C Stormwater Runoff Hydrographs
D Stormwater Model Results
E Pond Drawdown Calculations
F Storm Sewer Table (Off-Site)
Page
No
\\KONGIII\C\PROJ\SDSKPROJ\98-O 18.06\REPOR T\FDOT\ TOC. RPT
iii EDG#98-0 18.06
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SECTION 1
EXECUTIVE SUMMARY
1.1 PROJECT INFORMATION
1.1.1 Proiect Permittee
Name:
Company Name:
Address:
Telephone:
Fax:
Mr. Matt Bogdovitch
Bayrock Energy, Inc.
401 East Boulevard, Suite 210
Charlotte, NC 28203
(704) 344-1147
(704) 344-9735
1.1.2 Proiect Information
Project Name: Exxon Convenience Center - Clearwater
Project Location (See Figure 1-1):
City: Clearwater County: Pinellas
Section 11, Township 29 South, Range l.Q East
Longitude: 82043'23" Latitude: 27057'38"
Project Area: 2.22 Acres Total Area: 2.22 Acres
Location Description: The site is located on the north side of the intersection of
Gulf to Bav Blvd. and Sky Harbor Drive.
1.2 GENERAL PROJECT DESCRIPTION
The proposed project is to construct a 3,OOO-sf convenience center with a car wash, 2,500-sf
restaurant, six (6) gas pump islands and associated storm water facilities. The runoff from the
improvements will be collected in a series of storm inlets and directed to three (3) ponds. The ponds
ultimately will discharge into a proposed wetland ditch along the east side of the site and into an
existing culvert under Gulf to Bay Blvd. and will provide on-line treatment to meet State Water
Quality Regulations.
\\lfQtlGII/\C\PROJ\SDSKPROJ\98-O] 806\REPOR1\SWFNMDlSEC I. RPT
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FIGURE 1.1
EXXON Convenience Center. CleBfWBter
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1.3 DRAINAGE AND DESIGN CRITERIA
1.3.1 Drainae:e Basin Data - Pre-development
POND
IMPERVIOUS
AREA (ACI%)
010
010
OVERALL
TOTAL
1.3.2 Drainae:e Basin Data - Post-development
POND
IMPERVIOUS
AREA (ACI%)
1.316/74.3
1.316 I 74.3
OVERALL
TOTAL
1.3.3 Drainae:e Desie:n Criteria
Agency
Southwest Florida Water Management District
FDOT
PERVIOUS
AREA (ACI%)
I. 77 I 100.0
1.77 1100.0
PERVIOUS
AREA (ACI%)
0.454 I 25.7
0.454 I 25.7
Criteria
The project exceeds th
General Permit thresho
a Standard General Sto
Permit is required usin
Detention and Dry Reten
The storm water manag
shall be designed to ac
the water quality treatm
attenuate the runoff fro
storm events.
\\.If~GIII\C\PROJ\SDSKPROJ\98-O 18.06\REPO
AL DRAINAGE
REA (ACI%)
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I. 77 II 00
AL DRAINAGE
REA (ACI%)
1.77 1100
1.77 1100
e Noticed
Ids; therefore.
rmwater
g the Wet
tion design criteria.
ement system
commodate
entand
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1.4 SUMMARY OF AGENCY DESIGN CRITERIA
1.4.1 Desie:n Methodoloe:v
The storm water criteria for the FDOT drainage connection permit is the most stringent, therefore,
the ponds were designed to meet FDOT's design criteria.
The proposed design methodology for this project is to provide dry retention treatment for the runoff
from the Southeast and Southwest basins and wet detention treatment for the runoff from the North
basin of the required Water Quality Volume and attenuate the peak discharge rate prior to
discharging off-site. The 56 various stormwater events were modeled to ensure that the post-
development peak discharge rate did not exceed the pre-development peak discharge rate (see
subsection 3.2 for calculations).
1.4.2 Routine: Analvsis
As discussed in Subsection 1.4.1 above, the 56 various stormwater models were analyzed for this
site (see subsection 3.6 herein for calculations and results).
1.4.3 Water Quality Treatment Volume
As previously discussed, the storm water facility proposes to retain and percolate the State Water
Quality Volume from the runoff for basins Southeast and Southwest and detain and bleeddovm the
State Water Quality Volume through an orifice for the runoff from the North basin. The required
water quality volume to be retained and detained for the proposed stormwater systems are (See
subsection 3.2 for descriptions and calculations):
POND WATER QUALITY WATER QUALITY
VOLUME (CF) VOLUME (AC-FT)
North 4,173 0.0958
SE and SW * 1,124 0.0258
* The SE and SW ponds are connected by a 12" DIP pipe that makes the ponds work as one,
therefore, the basin areas were joined for the calculations.
\\1f~GIII\C\PROJ\SDSKPROJ\98.0 18.06\REPORTlSWFWMDlSEC IRPT
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1.4.4 Stormwater Mana2ement Recoverv Analvsis
The stormwater management facility proposes to provide water quality treatment for the site as
described in sub-section 1.4.3. The proposed ponds will recover the water quality volume through
either percolation or a bleed down orifice (see subsection 3.4 for calculations). As shown below, the
SE and SW ponds recover the treatment volume in less than 72 hours and the North pond recovers
the top half of the treatment volume in no less than 60 hours.
POND TREATMENT VOLUME RECOVER Y TIME
(CF) (HRS)
North 4,173 62+ (50%)
SE and SW 1,124 <24
1.5 SURFACE AND GROUNDWATER ELEVATIONS
1.5.1 Surface Water Elevation
As previously discussed, the project area discharges into an existing FOOT drainage culvert located
under Gulf to Bay Blvd.
1.5.2 Groundwater Elevation
A geotechnical report has been prepared for the site and has been included in Appendix A. As shown
in the geotechnical report, the seasonal high water table (SHWT) at the proposed site are
approximately .5 to 2.0 feet below existing grade at elevation.
Also. the USDA Soil Survey of Pinellas County. Florida shows the site contains Myakka and
Orlando Fire Sand Soils, which are classified as Type "0" Hydrologic Group (poor draining).
\\~Q4lGIII\C\PROJ\SDSKPROJ\98-0 1806\REPORlIS WFWMD\SEC I.RPT
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SECTION 2
POST-DEVELOPMENT CONDITIONS
2.1 OUTFALL FOR POINT DISCHARGES
As previously discussed, the outfall for the storm water facilities will be to an existing FOOT culvert
under Gulf to Bay Blvd. The outfall is not required to cross-adjacent properties to get to the receiving
water body, therefore, no easements or agreements are necessary.
2.2 ON-SITE AND OFFSITE STORMW A TER MANAGEMENT SYSTEMS
The proposed on-site storm water management system will collect the storm water runoff from the
proposed improvements and direct it into the storm water facilities. The ponds will either retain or
detain the required water quality volume prior to discharging off-site.
In addition, the off-site flows from the adjoining property ponds have been routed around the
proposed improvements. The proposed piping system to route the discharge from the off-site ponds
has been included in the storm sewer table in Appendix F.
2.3 TAILWATER CONDITIONS
As previously discussed in subsection 1.5.1, the discharge for the proposed stormwater management
system will be to an existing FOOT culvert under Gulf to Bay Blvd. The peak tail water stage was
based on the top of the culvert at elevation: 25.3.
\\KO~1'\C\PROJ\SDSKPROJ\98-o18.06\REPORnSWFWMD\SEC2.RPT
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SECTION 3
DESIGN ANALYSIS
3.1 HYDRAULIC PARAMETERS
See Appendix B for the hydraulic parameter calculations used in the stormwater models, which
include Curve Number and Time of Concentration calculations. Below is a summary of the results:
Pre-development Conditions:
POND DRAINAGE AREA CURVE NUMBER TIME OF
(AC) CONCENTRATION
(MIN)
OVERALL 1.77 79 14.51
Post-development Conditions:
POND DRAINAGE AREA CURVE NUMBER TIME OF
(AC) CONCENTRA TION
(MIN)
SE 0.19 97 10
SW 0.429 96 10
NORTH 1.147 94 10
3.2 WATER QUALITY TREATMENT VOLUME
In order to meet State Water Quality requirements for this project, the storm water runoff from the
drainage areas will be directed to the proposed ponds, the treatment volume retained in the Southeast
and Southwest ponds and detained in the North pond, and the additional runoff attenuated to the
outfall point. The proposed storm water systems will be an on-line systems that discharges to Class
III waters. Therefore. the controlling water quality treatment volume required to be retained for the
Southeast and Southwest ponds is Y2 inch over the drainage area and detained for the North wet
detention pond is one-inch over the drainage basin area:
\\KONGIII\CIPROJ\SDSK PROJ\98-0 18.06\REPORTlS WFWMD\SEC 3 .RPT
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POND WATER QUALITY WATER QUALITY
VOLUME (CF) VOLUME (AC-FT)
North 4,173 0.0958
SE and SW 1,124 0.0258
3.3 STAGE VS. STORAGE
See Tables 3.3A, 3.3B, and 3.3C for Stage vs. Storage calculations.
3.4 RECOVERY ANALYSIS
As previously mentioned in Subsection 1.4.3, the Water Quality Volume will be recovered through
percolation on the Southeast and Southwest ponds and will be drawn down through a bleeddown
orifice in the North pond. As mentioned, the Southeast and Southwest ponds will percolate the water
quality volume within 72 hours. A groundwater mounding analysis was modeled for the ponds to
show that the ponds will recover the treatment volume in the allotted time frame and is included in
Appendix E. The geotechnical report was utilized to provide a permeability rate for the model. The
report shows that the top 8 feet of the soil is sandy in nature. This will typically yield a permeability
rate (k value) of 8 to 10 feet per day. However, for the analysis, a rate of 4 feet per day with an
additional factor of safety of 2 was used meaning the horizontal permeability rate is 2 feet per day.
Based on the 2 feet per day, the model shows that the pond will recover the treatment volume in less
than 24 hours. Therefore, if the pond bottoms become clogged with fines in the future, the pond
would still be able to recover the treatment volume in less than 72 hours with the permeability rate
ofless than 1 foot per day. A draw down spreadsheet was used to calculate the time to recover the
Water Quality Volume in the North pond showing that the top half of the treatment volume is not
discharged in less than 60 hours and is also included in Appendix E. The results are shown below.
POND WATER QUALITY RECOVERY TIME
VOLUME (CF) (HOURS)
North 4,173 62+ (50%)
SE and SW 1,124 <24
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Exxon Convenience Center
Clearwater
Date: 4/6/99
Project Number: 98-018.06
Table 3.3A
North Pond
Retention Stage vs. Storage Calculations
2
3
4
5
6 7
Elev. Inc. Elev. Area A vg. Area Inc. Vol. Cum. Vol. Cum. Vol.
FT FT SF SF CF CF AcFT
28.30 3534 0 0.000
0.7 3714 2599
29.00 3893 2599 0.060
0.5 4021 2011
29.50 4150 4610 0.106
0.5 4278 2139
30.00 4407 6749 0.155
1 4663 4663
3].00 4920 11412 0.262
0.25 5025 1256
31.25 5130 12669 0.291
0.25 5235 1309
31.50 5340 13977 0.321
0.25 5445 1361
31.75 5550 15339 0.352
0.25 5655 1414
32.00 5760 16752 0.385
NOTES:
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II.
III.
Col. 4 = avg. of col. 3
Co!. 5 = co!. 4 x col. 2
Total Vol. in AcFT = Vol. in CF /43.560
98-018.06Istrm-n-fdot.xls
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Exxon Convenience Center
Clearwater
Date: 5/29/99
Project Number: 98-018.06
Table 3.3B
Southeast Pond
Retention Stage vs. Storage Calculations
2
3
4
5
6 7
Elev. Inc. Elev. Area A vg. Area Inc. Vol. Cum. Vol. Cum. Vol.
FT FT SF SF CF CF AcFT
30.78 1187 0 0.000
0.02 1190 24
30.80 1193 24 0.001
0.07 1204 84
30.87 1215 108 0.002
0.07 1226 86
30.94 1237 194 0.004
0.06 1247 75
31.00 1256 269 0.006
0.25 1299 325
31.25 1341 593 0.014
0.25 1384 346
31.50 1427 939 0.022
0.25 1469 367
31.75 1512 1307 0.030
0.25 1554 389
32.00 1597 1695 0.039
NOTES:
I.
II.
III.
Col. 4 = avg. of co!. 3
Co!. 5 = col. 4 x col. 2
Total Vol. in AcFT = Vol. in CF /43,560
98-018.06\stnn-n-fdOl.xls
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Exxon Convenience Center
Clearwater
Date: 5/29/99
Project Number: 98-018.06
Table 3.3C
Southwest Pond
Retention Stage vs. Storage Calculations
1 2
3
4
5
6 7
Elev. Inc. Elev. Area A vg. Area Inc. Vol. Cum. Vol. Cum. Vol.
FT FT SF SF CF CF AcFT
30.78 550 0 0.000
0.02 555 II
30.80 559 11 0.000
0.07 574 40
30.87 589 51 0.001
0.07 605 42
30.94 620 94 0.002
0.06 633 38
31.00 646 132 0.003
0.25 716 179
31.25 785 310 0.007
0.25 855 214
31.50 924 524 0.012
0.25 994 248
31.75 1063 772 0.018
0.25 1133 283
32.00 1202 1056 0.024
NOTES:
I.
II.
III.
Col. 4 = avg. of co!. 3
Col. 5 = col. 4 x col. 2
Total Vol. in AcFT = Vo!. in CF / 43,560
98-0 18.061s1""-n-fdol. xis
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3.5 WET DETENTION CALCULATIONS
A wet detention pond is used for the treatment and attenuation of the storm water runoff from the
North pond. The pond has been designed in accordance with SWFWMD design criteria.
3.6 PEAK DISCHARGE AND CONVEYANCE CALCULATIONS
As previously discussed in subsection 1.4.1, since the project discharges into an FOOT system, the
storm water facilities are designed to accommodate the peak discharge for the 56 various models.
3.6.1 Runoff Characteristics
See Appendix B for the hydrologic parameters.
3.6.2 Deshm Storm
As previously mentioned, the design storms for this project are the 56 various storm events for
FDOT.
3.6.3 Runoff HvdroeraDhs
See Appendix C for the runoff hydrographs.
3.6.4 Staee vs. Storaee
See Tables 3.3A, 3.3B, and 3.3C for the Stage vs. Storage calculations of the stormwater facilities.
3.6.5 Staee vs. Discharee
See Appendix D for the Stage vs. Discharge information.
3.6.6 Flood Routines
See Appendix D for the flood routing results from ICPR (ver. 2.11).
I\KONGIIIICIPROJ\SDS KPROJI98-O 18.06IREPORTlS WFWMDlSEC 3. RPT
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3.6.7 Water Surface Profiles
Not Applicable
3.6.8 Peak Runoff Rates and Volumes
See summary of the results of the storm water routing.
\\KONGIII\C\PROJ\SDSKPROJ\98_0 18.06\REPORT\S WFWMD\SEC3. RPT
3-4
- - ... - - ... - -~ - - -, - -
-----....
FOOT DRAINAGE CONNECTION PERMIT
SUMMARY TABLE (REVISED 07-04-99)
] HR. 2HR. 4 HR. 8 HR. 24 HR. 3 DAY 7 DAY 10 DA Y
PRE 2.0 1.8 1.6 1.9 0.7 0.5 0.4 0.5
2 YR. POST 0.6 1.1 1.] 1.2 0.7 0.2 0.1 0.]
E. MAX. 29.16 30.60 30.76 30.8] 29.42 28.65 28.50 28.50
PRE 2.4 2.3 1.9 2.4 0.9 0.6 0.5 0.6
3YR. POST 0.6 1.3 ].4 1.6 0.8 0.3 0.1 O. ]
E. MAX. 29.24 30.90 30.99 3].05 29.62 29.70 28.44 28.45
PRE 2.9 2.8 2.4 2.7 1.0 0.7 0.6 0.7
5YR. POST 0.7 1.7 1.9 1.9 0.9 0.4 0.] O. ]
E.MAX. 29.35 31.10 31.]9 3].20 29.93 28.75 28.46 28.48
PRE 3.4 3.4 2.8 3.4 1.3 0.9 0.6 0.9
]0 YR. POST 0.7 2.1 2.4 2.5 1.0 0.4 0.] 0.1
E. MAX. 29.48 31.26 3].38 3] .42 30.42 28.86 28.48 28.5]
PRE 4.6 4.6 3.6 4.2 1.6 1.] 0.8 1.]
25 YR. POST 0.8 2.9 3.1 3.2 1.3 0.5 0.] 0.2
E.MAX. 29.76 3].54 31.61 3].66 30.88 29.0] 28.53 28.59
PRE 5.3 5.2 4.0 4.8 1.8 1.2 0.9 1.2
50 YR. POST 0.9 3.3 3.5 3.8 1.5 0.6 0.] 0.2
E. MAX. 29.89 31.67 3].72 3 ].82 3].02 29.1 ] 28.54 28.6]
PRE 6.3 7.3 4.6 5.7 2. ] ].4 1.1 1.5
100 YR. POST 1.0 4.6 4. ] 4.6 1.8 0.7 0.2 0.2
E.MAX. 30.]3 32.04 31. 90 32.03 31.]7 29.25 28.57 28.61
98-01806\FDOTlX'PT-REV0704xls
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SECTION 4
WETLANDS
INTRODUCTION
The 2.22 +1- acre Exxon Convenience Center site is located at the northeast comer of the intersection
of Gulf to Bay Blvd. (SR60) and Sky Harbor Drive in Clearwater, Florida (Section 17, Township
29 South, Range 16 East, Pinellas County).
4.1 EXISTING SITE CONDTIONS
The upland portion of this site is a mesic oak hammock. The site is traversed with two ditches as
follows: an east-west oriented ditch (Wetland #1), which was hand dug to drain the wetland west
of the site; which connects to a man-made north-south oriented ditch (Wetland #2) which drains a
stormwater treatment pond north of the site.
A city of St. Petersburg 36" diameter water transmission main crosses the western half of the site
in a diagonal manner. This water transmission main was installed in the 1920's and is situated in
the western 20' of a 50' wide easement. Restrictions on developing within this easement include
permanent building structures and ponds. Therefore, the site has been designed to place only parking
lots and driveways within this easement. There are no other man-made structures on the site with
the exception of the headwall at the north end of Wetland #2.
The canopy of the upland community is dominated by live oak (Quercus virginiana) with laurel oak
(Q. laurifolia), water oak (Q. nigra), long leaf pine (Pinus palustris), slash pine (Pinus elliotti). and
camphor tree (Cinnamomum camphora) as subdominants. The understory is dominated by
muscadine (Vitis munsonia), saw palmetto (Serenoa repens), beauty berry (Callicarpa americana),
caesar weed (Urena lobata), black berry (Rubus spp.), elderberry (Sambuscus canadensis), beggar
ticks (Bidens alba), Virginia creeper (Parthenocissus quinquifolia), lantana (Lantana camara).
brazilian pepper Schinus terebinthfolius), dogfennel (Eupatorium sp.), johnson grass (Sorghum
halipense). and ragweed (Ambrosia artemisiifolia). The site has been previously disturbed as
evidenced by spoil piles, construction debris, invader species and the presence of man-made ditches.
The wetland limits of this site were field reviewed and approved by Alberto Martinez (SWFWMD)
on November 20, 1997 and Eric Summa, US Army Corps of Engineers (ACOE), January 13, 1998.
Please refer to the "Boundary and Topographic Survey" produced by Polaris Associates, Inc. (Dated
121 I 0197) for the approved wetland jurisdictional delineation survey for this tract.
Wetland #1 (3,025sf or 0.069 acres) is an east-west oriented man-made ditch which was constructed
to drain the wetland 1 storm water pond located west of the site. This wetland was claimed by
SWFWMD to be an "other surface water" with no requirement to replace wetland functions since
it was man made. The off-site pond discharges to Wetland #1 only after rainfall events. This
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wetland is only partially vegetated with aquatic species, such as swamp fern (Blechnum serrulatum),
cinnamon fern, chain fern (Woodwardia sp.), and elderberry. Wetland #1 flows east and into
Wetland #2, which flows from the north end of the site south to a box culvert under Gulf to Bay
Blvd., eventually discharging into Tampa Bay. The US Fish & Wildlife Wetland Classification for
this wetlands: Riverine, Intermittent, Sand Streambed).
Wetland #2 (5,701 sf or 0.131 acres), which is also a man-made ditch, receives storm water from a
stormwater treatment pond north of the site, via a pipe and headwall. The ditch flows south to Gulf
to Bay Blvd., and has virtually no vegetation in the bottom of this ditch, which ranges from 6 to 8
feet wide, except at the road right of way where primrose willow (Ludwigia peruviana) has become
established. The side banks of this ditch are vegetated with cinnamon fern, elderberry, and beauty
berry. The overstory is dominated by camphor and water oak in this area. However, the wetland
jurisdictional limits stop at top of bank, inside of any canopy species. The US Fish & Wildlife
Wetland Classification for this wetlands: Riverine, Lov,'e Perennial, Sand Streambed
The north end of the Wetland #2 has the remnants of a bayhead with one (1) sweetbay magnolia
(Magnolia virginiana), four (4) water oaks, (1) slash pine and (1) camphor tree. The understory is
a mixture of muscadine, blackberry, brazilian pepper, water pennywort, saw palmetto, carolina
willow and camphor seedlings. This area had been severely dehydrated by the north-south ditch and
is therefore of minimal value.
The on-site soils as identified in the Pinellas County Soil Survey (1972) consist of the following:
Code
My
Name
Myakka
fine sand
Description
Nearly level, poorly drained soil on broad flats between sloughs
and swamps. In places it is gently sloping. The water table is
normally at a depth of 10 to 30 inches.
Nearly level, somewhat poorly drained sandy soil on low ridges
in the flatwoods and near the base of slopes on the upland ridge.
The water table is between depths of 10 and 40 inches for 6
months or more in most years.
Or
Orlando fine
sand, wet variant
The Latitude and Longitude of the site are 270 - 57' -38" and 820 - 43' - 23", respectively.
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4.2 SEASONAL HIGHW A TER ELEVATIONS
The hydroperiod of Wetland # 1 was not determined since the ditch is dry except during storm events.
The hydroperiod of Wetland #2 was not estimated since the system flows from north to south and
typically has only a base flow condition, except during storm events.
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4.3 PROTECTED SPECIES
Pedestrian transects were conducted throughout the 2.22 +/- acre parcel to determine the potential
presence and activity status of any protected species (endangered, threatened or special concern
species) as identified by the US Fish and Wildlife Service (USFWS) or the Florida Game and
Freshwater Fish Commission (FG&FWFC). During numerous site visits, AES did not observe any
protected species on the subject property during the field reviews or pedestrian transects. The
proximity of this site to SR 60 and the fact the site is developed on all four sides reduces the
potential for protected species utilization dramatically.
4.4 PROPOSED CONDITIONS
The proposed site plan for this site consists of constructing two (2) commercial buildings: the
primary facility will be an Exxon Convenience Store with gas pumps and car wash located in the
center of the site; and, a food service restaurant in the northwest comer of the site. As previously
discussed, the 36" water main bisects the site in a manner restricting building placement to the
proposed areas with parking spaces and driveways connecting the two facilities. The stormwater
treatment system will consist of three ponds interconnected and discharging to the north end of the
proposed wetland mitigation area. The flow from the two off site storm water treatment ponds will
be routed around the site and will also discharge into the north end of the wetland mitigation area,
which will be located on the eastern side of the site.
The proposed site plan will impact all of the wetlands on site primarily due to the site constraints
imposed by the 36" water main. Considering the current impacted nature of the wetlands due to
ditching, dewatering, filling and invasion by upland species, the justification for impacting these
wetlands is based on improving the entire system so that water quality and habitat functions will be
enhanced for the remainder of the system.
As noted above, the project will impact 0.13] acres (5,70]sf) ofSWFWMD wetlands and 0.200
acres (8,726sf) of ACOE wetlands in Wetlands #] and #2 by construction of the commercial retail
buildings and parking lots. The Applicant proposes to compensate for this wetland impact by
constructing a wetland mitigation area and enhancing the upland buffer area on the east side of the
wetland mitigation area.
The hydrology of the proposed wetland mitigation area will maintained by placing the bottom
elevation at the same approximate elevation of the existing stream course, therefore, not disturbing
the groundwater flow within the watershed.
4.5 UPLAND / WETLAND BUFFERS
The Applicant proposes to construct an enhanced 15' upland buffer between the property line and
the wetland mitigation area "M-]" on the eastside of the wetland. The western portion of the
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wetland will be isolated from the development by the construction of a stem wall with a wooden
fence on top of the wall that will insure no further impacts are made to the wetland. The existing
buffer is highly disturbed probably due to the historical filling and regrading activities that resulted
in the invasion of nuisance vegetation. The enhanced 15' buffer from the wetland line will be
heavily planted with wax myrtles and other native species. Please review the planting schedule for
Upland Buffer "A" which is located in Table 2.
4.6 WETLAND MITIGATION PLAN
The proposed wetland mitigation will consist of constructing Mitigation Area # 1 located in the
eastern portion of the site. The species composition of the proposed wetland mitigation area will
replace the type and functions of wetlands proposed for impact and improve the system by installing
a forested component to this system. Since the majority of the proposed wetland impact area is
currently very disturbed, this wetland habitat will be replaced with a forested wetland system
essentially improving the remaining wetland. Therefore, we propose to create 0.138 acres of forested
wetland mitigation area from uplands and plant the mitigation area with native species in order to
insure recruitment will proceed the first growing season. Please see the Wetland Mitigation Planting
Schedule (Table I) which includes the planting centers and elevation for each species.
The proposed wetland mitigation package is as follows:
Proposed Impact Areas
0.131 ac. Disturbed riverine aquatic bed
Proposed Mitigation Area
0.138 ac. Riverine forested wetland
Proposed SWFWMD Mitigation Ratio 1.05 : 1 (Compensation: Impact)
Please note that a 0.141 ac. Enhanced upland buffer will be constructed on the eastern side of the
wetland mitigation area in order to protect this area from adjacent developments.
4.7 MONITORING AND MAINTENANCE PLAN
To insure success, the applicant proposes to monitor and maintain the wetland mitigation area and
the upland buffer areas for a three-year period as follows; semi-annually the first three (3) years
following plant installation for a total of six (6) monitoring events. Monitoring will consist of
providing the following data within 30 days of each event:
1. Date planted and number of planted materials installed.
2. Soil stabilization measures used.
3. Percent survival of planted species.
4. Number of plants replanted if necessary to meet 85% cover and date installed.
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5. Total percent coverage of all vegetation within the area.
6. Plant diversification and natural recruitment (list species present).
7. Height and diameter at breast height (DBH) of20% of woody species installed.
8. Depth of water at monitoring event.
9. Color photograph taken from permanently marked photo stations.
10. Wildlife utilization.
11. Overall ecological evaluation.
12. Problems encountered and corrective actions implemented or needed.
The initial monitoring report will include the as-built certification of the wetland mitigation area.
Monitoring reports will submitted within 30 days of the event to the following: Permit Data Group,
Southwest Florida Water Management District, 2379 Broad Street, Brooksville, FL 34609-6899.
Maintenance will consist of the removal of nuisance or exotic species within the wetland mitigation
area and the enhancement area. Nuisance species coverage must not exceed 10%. Typical nuisance
species consist of the following: cattail (Typha sp.), southern willow (Salix caroliniana), primrose
willow (Ludwigia peruviana), dogfennel (Eupatorium sp.), sesbania (Sesbania macrocarpa),
mikania (Mikania scandens), and water hyacinths (Eichornia crassipes). In addition, the nuisance
and exotic species brazilian pepper (Schinus terebinthifolius), Chinese tallow (Sapium sebiferum)
and punk trees (Melaleuca quinquenervia) shall be removed from all remaining areas during the
monitoring and maintenance period. A minimum 85% cover of beneficial native plant species will
be required for the mitigation area and the upland buffer area. These areas must be replanted on
annual basis if the percent cover falls below 85% after the first year.
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TABLE 4-1
EXXON CONVENIENCE CENTER
WETLAND MITIGATION AREA #1 PLANTING PLAN
September 23,1998
(Revised March 8, 1999)
SPECIES COMMON ZONE O.c. SIZE NUMBER
Taxodium distichum Bald cypress 1 10' o.c. 12' tall, 3" caliper 52
Osmunda cinnamomea Cinnamon fern 1 3' o.c. BR (I-gal) 200
Blechnum serrulatum Swamp fern 2 3' o.c. BR (I-gal) 100
Osmunda cinnamomea Cinnamon fern 2 3' o.c. BR ( I-gal) 100
Cephylanthus occidenta/is Button bush 2 5' o.c. 3 - gal 50
TOTAL 502
TABLE 4-2
EXXON CONVENIENCE CENTER
UPLAND BUFFER PLANTING PLAN
SPECIES COMMON ZONE O.c. SIZE TOTAL
Pinus palustris Longleaf pine ., 10' o.c. 12' tall. 3" caliper 50
-'
Quercus virginiana Live oak 3 10' o.c. 12' tall. 3" caliper 12
Serenoa repens Saw palmetto 3 4' o.c. 3 gal. 270
Myrica cerifera Wax myrtle 3 4' o.c. 3 gal. 40
Callicarpa americana Beauty berry 3 4' o.c. 3 gal. 40
TOTAL 412
ZONE
1
2
3
HABITAT
Floodplain wetland
Transitional wetland
Upland buffer
ELEVATION
23.0 - 24.0
24.0 - 25.0
25.0 - 29.0
ACRES
0.119 ac
0.019ac
0.141 ac
SQUARE FEET
5,195 sf
840 sf
6,145 sf
Notes: o.c. = on center planting dimension, BR = bare rooted. I-gallon equivalent, material
4-6 IIKONGIv\FlIPDRJVEI98-O 18.06IREPORTlSWFWMDISEC4.RPT
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( PLA~TING ZONES )
WETLAND MITIGATION UPLAND It
AREA BUFFER
1 2 3
32 32
30
RETAINING WALL
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APPROXIUA TE
r EJQSnNG GRAD['
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SOURCE
Section A-A
Pinellas County, Florida
SECTION '7, TOWNSHIP 29 SOUTH, RANGE 16 EAST
LONGITUDE: 82.43'23" ,LA TITUDE: 27"57'38"
SCALE: ," = 1 0' Horz.
1" = 2' Vert.
ENGINEERING & DESIGN GROUP, INC.
EXXON - Clearwater
Clearwater, Florida
Pinellas County, Florida
101M .... CnoIl c...t
_. IlorWa 3ZlII
------
_ _-"'1\01
30
28
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SECTION 5
OPERATION AND MAINTENANCE
This project is, and will be. owned and operated by Bayrock Energy, Inc., the Applicant, who will
perfonn the routine maintenance, as required, to keep the stonnwater ponds free of debris and
mowed.
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SECTION 6
AL TERNA TIVE STORMW A TER TREATMENT
This project does not propose to use any alternative storm water treatment methods.
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Appendix A
Geotechnical Report
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riW atlant? test,ing
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SUBSURFACE SOIL EXPLORATION
GULF TO BAY SITE
CLEARWATER, FLORIDA
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1211 tech blvd., suite 200 / tampa. ftorida 33619 / phone (813) 623-6646 / fox (813) 623-3795
SUBSURFACE SOIL EXPLORATION
GULF TO BAY SITE
CLEARWATER, FLORIDA
Prepared For:
Bayrock Energy, Inc.
401 East Boulevard, Suite 200
Charlotte, North Carolina 28203
Prepared By:
ATLANTA TESTING & ENGINEERING, INC.
1211 Tech Boulevard, Suite 200
Tampa, Florida 33619
May 1, 1998
AT&E Report No. 26-0282.1
georgia . florida . carolinas
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1211 tech blvd.. suite 200 / tampa, florida 33619 / phone (813) 623-6646 / fax (813) 623-3795
Mr. Matt Bogdovitz
Bayrock Energy, Inc.
401 East Boulevard, Suite 200
Charlotte, North Carolina 28203
May 1, 1998
AT&E Report No. 26-0282.1
RE: Subsurface Soil Exploration
Gulf to Bay Site
Clearwater, Florida
Dear Mr. Bogdovitz:
Atlanta Testing and Engineering, Inc. (A T&E) has completed a subsurface soil exploration for
the proposed one-story retail building and one-story fast food and convenience store building
to be located on the north side of Gulf to Bay Boulevard at Sky Harbor Drive in Clearwater,
Florida. This engineering evaluation was conducted in general accordance with our Proposal
No. 26-98-0279, dated April 13, 1998, that was authorized by you. The purposes of this
exploration were to test and evaluate t~e subsurface soil and groundwater conditions at this
site with respect to the future construction of the proposed structures and associated
pavements.
This report presents our understanding of the project, the site conditions encountered, provides
a general lithology of the subsurface soils, and presents recommendations for site preparation,
general earthwork procedures, and foundation and pavement design.
Atlanta Testing & Engineering appreciates the opportunity to be of service to you on this
project. We are available to provide consulting services and construction materials testing
during the construction phase of this project. If you have any questions concerning this report
or if we may be of additional service, please call us.
Sincerely,
ATLANTA TESTING & ENGINEERING, INC.
U
a ec i, P.E. Sit/Ii
Senior Geotechnical Engineer
Fla. Reg. No. 40143
H:l:~
Joseph E. Prendergast, P.E.
Project Engineer
Fla. Reg. No. 50774
G:\GEOTECH\REPORTS\260282.1
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Gulf to Bay Site
Clearwater, Florida
A T&E Report No. 26-0282.1
TABLE OF CONTENTS
INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
Project Information 1
Site Conditions 1
SUBSURFACE EXPLORATION .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Field Exploration 2
Standard Penetration Test Borings (2)
Auger Borings (3)
Soil Sample Handling and Classification (3)
Resu~s 3
Subsurface Conditions (3)
Groundwater (4)
RECOMMENDATIONS AND CONCLUSIONS
Site Preparation
Site Stripping (4)
Structural Fill (4)
Definition (4)
Placement (5)
Foundation Recommendations
Allowable Bearing Pressure (5)
Spread Footing Placement (5)
Settlement (6)
Floor Slab Recommendations
Retaining Wall Recommendations
Pavement Recommendations
Flexible Pavement (8)
Rigid Pavement (9)
Quality of Materials (9)
................................4
4
5
6
7
8
TESTING AND MONITORING .......................................... 9
LIMITATIONS .................................................... 10
APPENDIX
Boring Location Plan
Test Boring Records
Auger Boring Records
Soil Classification Pages
ASFE Informational Pages
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SUBSURFACE SOIL EXPLORATION
GULF TO BAY SITE
CLEARWATER, FLORIDA
FOR
BAYROCK ENERGY, INC.
INTRODUCTION
Proiect Information
We understand that a one-story retail building and a one-story fast food and convenience store
building are planned for construction on a site located on the north side of Gulf to Bay
Boulevard at Sky Harbor Drive in Clearwater, Florida. Prior to further development on this site,
a subsurface soil exploration was authorized to explore and evaluate the site's soil and
groundwater conditions and assess the impact of those conditions on the future construction
of the buildings and associated pavements. Detailed structural load and foundation design
information was not available at the time of this report. However, we have assumed that
column loads will not exceed 50 kips each and that load bearing walls will not exceed 3 kips
per linear foot. We have also assumed that structural fill will not extend more than three feet
above existing site grades.
This report presents our understanding of the project, the site conditions encountered, provides
a general lithology of the subsurface soils, and presents recommendations for site preparation,
general earthwork procedures, and foundation and pavement design.
Site Conditions
The project site is located on the north side of Gulf to Bay Boulevard at Sky Harbor Drive in
Clearwater, Florida. The site is mostly wooded, and the terrain is generally flat and level. A
drainage ditch runs through the central portion of the site in an east-west direction. A small
stream was observed on the east side of the property. The site is bordered on the south by
Gulf to Bay Boulevard and on the north, west, and east by commercial businesses.
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Gulf to Bay Site
Clearwater, Florida
AT&E Report No. 26-0282.1
SUBSURFACE EXPLORATION
Field EXDloration
The procedures used by A T&E for field sampling and testing are in general accordance with
ASTM procedures and established geotechnical engineering practice. Four Standard
Penetration Test (SPT) borings were performed to a depth of 20 feet in the footprint of the
proposed buildings. Ten auger borings were performed to a depth of five feet in proposed
pavement areas. These locations are shown on the attached Boring Location Plan.
A member of our staff performed a brief site reconnaissance, noting pertinent site and
topographic features as well as surface indicators of the site's geology. Our staff located the
borings by estimating distances from features identified on the site plan. Because of the
methods used, the boring locations shown on the Boring Location Plan attached in the
Appendix should be considered approximate.
Standard Penetration Test Borings
The SPT borings were advanced by means of an all-terrain vehicle (A TV) mounted drill rig
employing wet rotary drilling techniques. The SPTs were performed continuously to ten feet
and at five foot intervals thereafter. The soil samples were obtained at the depths where the
SPTs were performed. The soil samples were then classified in the field, placed in sealed
containers, and returned to our laboratory for further evaluation by our project engineer.
The SPT borings were performed in general compliance with ASTM's procedure for standard
field penetration tests (0-1586). After drilling to the sampling depth and flushing the borehole,
the standard two inch 0.0. split-barrel sampler was seated by driving it six inches into the
undisturbed soil. Then the sampler was driven an additional 12 inches by a 140 pound
hammer falling 30 inches. The number of blows required to produce the 12 inches of
penetration is recorded as the standard penetration test value (N). These values are plotted
on the right side of the Test Boring Records which appear in the Appendix of this report.
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Gulf to Bay Site
Clearwater, Florida
AT&E Report No. 26-0282.1
Sampling performed in the upper ten feet utilized a 24 inch long split spoon. The sampler was
driven 24 inches and the blows required to drive the sampler the middle six inch increments
were recorded as the N-value. Through this technique, the upper ten feet of the soil was
sampled continuously.
Auger Borings
The auger borings were performed with a bucket auger. The auger consists of a bucket and
two curved cutting blades that retain the soil as the auger is advanced. The bucket auger is
manually advanced into the soil approximately six inches at a time and withdrawn to remove
and record soil samples. Detailed descriptions of the soils encountered are presented in the
Auger Boring Records in the Appendix.
Soil Sample Handling and Classification
The soil samples obtained during the SPT borings were placed in sealed containers to retain
moisture and returned to our laboratory. The samples were then reviewed by our project staff
to confirm classifications, visually estimate the relative percentages of the soil's constituents
(sand, clay, etc.), and identify pertinent structural features. The stratification lines shown on
the boring records represent our interpretation of approximate boundaries between soil types.
The transition between strata may be gradual. Our classifications are based on a visual
estimation of the soil properties and our engineering experience with the soils found in this
geologic area.
Results
Subsurface Conditions
The soils encountered in the SPT borings typically consisted of very loose to medium dense,
fine sands to a depth of six to eight feet. These were underlain by loose to medium dense,
clayey sands to a depth of approximately 13 feet. Very soft to very stiff clay with indurated
clay fragments was observed at depths between 18 and 20 feet. A layer of medium dense,
clayey sand was encountered in boring 8-4 at a depth of 18 to 20 feet.
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The shallow auger borings encountered fine sands to the termination depth of five feet below
the existing ground surface. Detailed soil descriptions are included in the Test Boring Records
and Auger Boring Records in the Appendix.
Groundwater
Groundwater was typically encountered in the SPT and auger borings at depths between
approximately.two to four feet. We estimate that the seasonal high groundwater table will be
encountered within 18 inches of the groundwater table existing at the time of our exploration.
Significant fluctuations in the groundwater levels should be expected due to seasonal
variations in rainfall, runoff, and other site specific factors. Please refer to the Test Boring
Records and Auger Boring Records in the Appendix for specific groundwater data.
RECOMMENDATIONS AND CONCLUSIONS
Site Preoaration
Site Stripping
Prior to any construction, the site must be properly prepared. To prepare the site for
construction, all existing topsoil, vegetation, and large root systems should be removed. After
stripping the site, any excavation activities necessary to achieve the foundation bearing depths
must be performed.
Structural Fill
Definition
Soil used for structural fill can be defined as clean fine sand containing less than ten percent
material by weight that is finer than a number 200 sieve (FINES). However, material
containing up to 20 percent fines may be utilized as structural fill at depths greater than four
feet below finish subgrade elevations for floor slabs and pavements. Silty sands containing
more than 20 percent fines should be discarded or mixed with clean fine sands to reduce the
fines content to within the above limits. When placing fill within two feet of the groundwater
table, the fines content should be less than five percent, if possible.
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Placement
The fill should be placed in lifts not to exceed one foot thick. The fill material should be
compacted to at least 95 percent of its Modified Proctor Maximum Dry Density (ASTM D-
1557). Structural fill containing less than ten percent fines should be placed when its moisture
content is within three percent of its optimum moisture content. Structural fill containing
between 10 and 20 percent fines should be placed within.:f: 2 percent of its optimum moisture
content.
Confined areas, such as utility trenches, should be compacted with manually operated
vibratory compaction equipment. The footings for the building should be compacted with a
manually-guided double drum vibratory roller or other manually-guided vibratory compaction
equipment. The soils in these areas should be compacted to the guidelines presented in the
previous paragraph. However, lift thicknesses should not exceed eight inches.
Foundation Recommendations
Allowable Bearing Pressure
Based on the information revealed by our exploration, the subsurface soils will support the
proposed structure on a shallow foundation system following completion of recommended site
preparation activities. Shallow foundations can be designed for a maximum net soil bearing
pressure of 2,500 pounds per square foot (psf). However, any loose surficial sands will require
densification prior to foundation construction. Densification of the upper sands is necessary
to reduce differential and total settlements.
Spread Footing Placement
Following site preparation activities, footing construction may commence. Continuous footings
should have a minimum width of 18 inches and individual column footings should have a
minimum width of 24 inches. The minimum width should be used even though the maximum
bearing pressures may not be developed. Footing excavations should be compacted with a
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A T&E Report No. 26-0282.1
manually operated vibratory compactor to the criteria established in the Site Preparation
section of this report. Footings should bear at least 18 inches below the exterior finish grade.
Settlement
Subsoil settlement at the site will occur as a result of additional stresses applied to the
foundation soils from the footings. The amount of settlement is a function of the footing
dimensions and the imposed pressure intensity, as well as the relative density of the fill upon
which the footing bears.
For the estimation of settlement, we have assumed that no more than three feet of additional
fill will be placed upon the site and that the site preparation activities outlined previously have
been executed. We have also assumed that the structure loads do not exceed those discussed
in the project information portion of this report. Based on those assumptions, we expect that
the settlement should not exceed one inch. If fill heights or foundation loads exceed those
discussed in preceding sections of this report, we should be contacted so we may re-evaluate
settlement estimates for the proposed loading.
Floor Slab Recommendations
A modulus of subgrade reaction of 200 to 225 pounds per cubic inch should be used for floor
slab design purposes (based on empirical information for quartz sand) if the floor slab is placed
on residual soil or compacted structural fill that is prepared in accordance with the
recommendations presented in this report. To reduce the possibility of slab cracking due to
minor differential settlement, the floor slab should be structurally separate from the
foundations, or transitions from foundation-supported building elements to soil supported floors
should be reinforced. Since groundwater was typically encountered within two feet of the
proposed finished floor elevation, we believe that an under-slab drainage layer is necessary or
the site grade should be raised so the floor slab is at least three feet above the seasonal high
groundwater level. The subgrade should also be covered by an effective vapor barrier to
6
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reduce the possibility of slab dampness due to soil moisture. We recommend that a barrier
such as "Moistop" be considered in lieu of polyethylene which can be easily torn.
It has been our experience that prior to slab construction, slab subgrades can be significantly
disrupted by construction equipment, utility and footing construction, and inclement weather.
Both cut and fill soil exposed at the slab subgrade will consist primarily of sands. These
materials are particularly susceptible to disturbance. One way to reduce this disturbance and
the resulting repairs would be to leave the subgrade at least one foot above the proposed
subgrade elevation, cutting it down immediately before constructing the slab. Cut areas
should then be proofrolled at the discretion of the geotechnical engineer to identify whether
undercuning of soft soils is required.
Retaining Wall Recommendations
Retaining walls should be designed for the same allowable soil bearing pressures as specified
for the structure in the Allowable Bearing Pressure section of this report. Passive and active
earth pressure coefficients of 3.0 and 0.33, respectively, should be used.for retaining wall
design. An at rest earth pressure of 0.5 may also be used for design purposes. Equivalent
fluid pressure may be computed by multiplying the unit weight of backfill (120 pcf) by the
earth pressure coefficient. Fill behind the retaining wall should consist of fine sands containing
less than 10 percent material passing a No. 200 sieve. Backfill should be placed in accordance
with the recommendations for structural fill included in previous sections of this report.
Retaining wall design should also include hydrostatic pressures if groundwater will be retained
as well as soil. The earth pressure coefficients provided above assume that the soil will be
placed in horizontal lifts and not extend above the top of the retaining wall. Surcharge loads
from structures or embankments have not been included in the earth pressure parameters
discussed herein. An ultimate friction coefficient between the concrete footing and soil can
be assumed as tangent 300 or 0.58.
7
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A T&E Report No. 26-0282.1
Pavement Recommendations
After proper site preparation, a standard pavement section appropriate for the anticipated
traffic may be used. We have designed the pavement sections based on traffic patterns
consistent with similar developments and site conditions, assuming maximum 20 year 18K
EAL's of 100,000.
Flexible Pavement
For flexible pavements, stabilization of the subgrade soils will likely be required. Stabilization
will be required prior to base construction if the subgrade exhibits an LBR value less than 40.
If the bottom of the base will be within 18 inches of the seasonal high groundwater level, then
a moisture tolerant base material, such as soil-cement or crushed concrete, must be used. If
fill is placed to raise the bottom of the base course to provide at least 18 inches of separation
between the base and seasonal high groundwater table, then a crushed limerock base can be
placed. If site preparation work is performed as described above, the following light duty
pavement section may be utilized.
SECTION DESCRIPTION THICKNESS
(INCHES)
Surface Course
Type S-1 or S-3 Asphaltic Concrete with minimum Marshall 1.5
stability of 1500 Ibs. compacted to at least 95 % of the
maximum laboratory Marshall density.
Base Course
Limerock having a minimum LBR of 100 and compacted to at 6
least 98 % of its modified Proctor maximum dry density (ASTM
0-1557). If the bottom of the base will be within 18 inches of
the seasonal high groundwater level, then a moisture tolerant
base will be required, or underdrains must be installed.
Subbase
Stabilized to a minimum LBR of 40 and compacted to at least 6
95 % of the modified Proctor maximum dry density (ASTM 0-
1557). Stabilization may not be required if a moisture-tolerant
base is used.
8
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AT&E Report No. 26-0282.1
Rigid Pavement
Rigid pavement requires either 24 inches of separation between the bottom of the surface
course and the seasonal high groundwater table, or the use of under drains to maintain this
separation. The following rigid pavement section is recommended as an alternative to the
flexible pavement section described above.
Description Thickness
(Inches)
Surface Course
Portland Cement Concrete with 4000 psi, 28-day compressive strength 6
Subgrade
In-situ sands compacted to at least 98 percent of the modified proctor 12
maximum dry density (ASTM D-1557)
Quality of Materials
Methods and materials used for construction of the pavements should conform with all
applicable sections of the Florida Department Of Transportation Standard Specifications for
Road and Bridge Construction, the 1991 Edition. Detailed discussion of site preparation
procedures of the pavement areas are included in the Site Preparation section of this report.
TESTING AND MONITORING
Construction monitoring and testing are essential to proper foundation and pavement
construction and performance. Compliance with the recommended construction specification
for compaction and soil types must be verified by our engineering technician familiar with the
project construction. Observation of site preparation work is an integral part of the engineering
recommendations contained herein. Failure to allow us the opportunity to observe site
preparation work will invalidate our recommendations. We will be happy to provide a proposal
for these services, if you so desire.
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Density tests should be performed for each lift of structural fill placed and for every 2,500
square feet of area below the building and for each 5,000 square feet of area below
pavements. In pavement areas, the subbase and base materials should be tested to the same
frequency. Density tests should be performed to confirm compaction criteria have been
complied with at every individual column footing and for each 50 lineal feet of continuous
footing. Density tests should also be performed for each lift of fill for every 50 lineal feet of
backfill plac~d in utility excavations or other excavations that are within the limits of the
building footprint or paving areas.
LIMITATIONS
This report has been prepared for the exclusive use of Bayrock Energy, Inc. for the specific
application to the project previously discussed. Our conclusions and recommendations have
been rendered using generally accepted standards of geotechnical engineering geology practice
in the state of Florida. No other warranty is expressed or implied.
Our conclusions and recommendations are based on the design information furnished to us,
the data obtained from the previously described subsurface exploration, and our past
experience. They do not reflect variations in the subsurface conditions which are likely to
exist in the region of our borings and in unexplored areas of the site. These variations are due
to the inherent variability of the subsurface conditions in this geologic region. Should
variations become apparent during construction, it will be necessary to re-evaluate our
conclusions and recommendations based upon our on-site observations of the conditions.
If changes are made in the overall design or the location of the proposed facilities, or if the
finish grades differ from those discussed herein, the recommendations presented in this report
must not be considered valid unless the changes are reviewed by our firm and
recommendations modified or verified in writing. We should be given the opportunity to
review the foundation plan, grading plan and the applicable portions of the project
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specifications when the design is finalized. This review will allow us to check whether these
documents are consistent with the intent of our recommendations.
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APPENDIX
BORING LOCATION PLAN
TEST BORING RECORDS
AUGER BORING RECORDS
SOIL CLASSIFICATION PAGES
ASFE INFORMATIONAL PAGES
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LEGEND
... AUGER BORING
... SPT BORING
SCALE
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GULF TO BAY SITE
26-0282
LOCATION PLAN
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1211 Tech Blvd., SuIte 200 Tampa, FL 33619
Florida . Georgia . Carolinas
GULF TO BAY BLVD. AT SKY HARBOR DR.
CLEARWATER, FLORIDA
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AUGER BORING RECORDS
AB-'
Deoth (Ft.l
Soil Descriotion
0.0 - 1.0
1.0 - 2.0
2.0 - 3.0
3.0
Light gray to brown, fine SAND with roots (SP)
Light gray to brown, fine SAND (SP)
Gray to dark brown, fine SAND (SP)
Boring refused on large root
Groundwater table encountered at 3.0 feet below the existing ground surface.
AB-2
Deoth (Ft.l
Soil Descriotion
0.0 - 1.0
1.0 - 2.0
2.0 - 4.0
4.0 - 5.0
5.0
Gray, fine SAND with roots (SP)
Brown to gray, fine SAND with roots (SP)
Gray to dark brown, fine SAND (SP)
Light brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.5 feet below the existing ground surface.
AB-3
Deoth (Ft.l
Soil Descriotion
0.0 - 1.0
1.0 - 2.0
2.0 - 4.0
4.0
Light gray, fine SAND with roots (SP)
Brown to gray, fine SAND (SP)
Gray to dark brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.5 feet below the existing ground surface.
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AUGER BORING RECORDS
AB-4
DeDth (Ft.l
Soil DescriDtion
0.0 - 1.0
1 .0 - 2.0
2.0 - 4.5
4.5
Light gray, fine SAND with small roots ISP)
Brown to gray I fine SAND with small roots ISP)
Gray to dark brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.5 feet below the existing ground surface.
AB-5
DeDth (FU
Soil DescriDtion
0.0 - 1.0
1.0 - 2.0
2.0 - 4.0
4.0
Gray to dark brown, fine SAND with small roots ISP)
Brown, fine SAND ISP)
Light brown, fine SAND ISP)
Boring terminated
Groundwater table encountered at 2.0 feet below the existing ground surface.
AB-6
DeDth 1Ft.)
Soil DescriDtion
0.0 - 1.0
1.0 - 3.0
3.0 - 4.0
4.0 - 5.0
5.0
Brown to dark gray, fine SAND with small roots (SP)
Gray, fine SAND (SP)
Brown to gray, fine SAND (SP)
Brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.0 feet below the existing ground surface.
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AUGER BORING RECORDS
AB-7
Deoth (ft.)
Soil Descriotion
0.0 - 1.0
1.0 - 3.5
3.5 - 5.0
5.0
Light gray, fine SAND with roots (SP)
Brown to gray, fine SAND (SP)
Brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.5 feet below the existing ground surface.
AB-8
Deoth (ft.)
Soil Descriotion
0.0-1.5
1.5 - 3.0
3.0
Brown to gray, fine SAND with small roots (SP)
Brown, fine SAND (SP)
Boring refused on large root
Groundwater table encountered at 2.0 feet below the existing ground surface.
AB-9
Deoth (ft.)
Soil Descriotion
0.0 - 1.0
1 .0 - 4.0
4.0 - 5.0
5.0
Brown to gray, fine SAND with small roots (SP)
Light gray, fine SAND (SP)
Light brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.5 feet below the existing ground surface.
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AUGER BORING RECORDS
AB-10
Oeoth eFt.!
Soil Oescriotion
0.0 - 0.5
0.5 - 2.0
2.0 - 3.0
3.0 - 5.0
5.0
Brown to gray, fine SAND with small roots eSP)
Brown to gray, fine SAND eSP)
Brown, fine SAND eSP)
light brown, fine SAND (SP)
Boring terminated
Groundwater table encountered at 3.0 feet below the existing ground surface.
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SOIL CLASSIFICATION PAGES
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DEPTH
Fr.
0.0
4.0
8.0
13.0
18.0
20.0
DESCRIP'IlON
Very loose to loose. light brown to brown. fme
SAND (SP)
"-
":-.:
'. ::-.
'. .
'. .
. ....:.: .." .....
--------------------------
:.:::~.:.. .
.".".
Medium dense. brown to gray. fine SAND (SP)
.-.
. lrace of clay at six to eight feet
. .
:-"
,', . 0"
'. .
. . :-
. .
...... .,"
fragments (CH)
Medium dense. gray. clayey SAND (SO
--------------------------
Very stiff, greenish gray CLAY with indurated clay
fragments (CH)
Boring tenninated
BORING AND SAMPLING - ASTM D-1586
CORE DRILLING - ASTM D-2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER I FT.
_ UNDISTURBED SAMPLE ! WATER TABLE 24 HR.
50" "ROCK CORE RECOVERY ~ WATER TABLE. T.O.D.
... LOSS OF DRILLING WATER
ELEV
PENETRATION-BLOWS PER Fr.
o
10 20
40 60 80 100
4
.
7
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21
.
13
18
.
2
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TEST BORING RECORD
BORING NO.
DATE DRILLED
REPORT NO.
JOB NO.
B-1 (pg. 1 of 1)
4-23-98
26-0282
26-0282
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DEP'IlI
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0.0
2.0
6.0
13.0
18.0
20.0
DESCRIPTION
Very loose. brown. fine SAND with roots (SP)
.:-:.
.-:
"Medium aeiise. TtgIlfbrown-UnflirKorowii. TIne - - - - -,
SAND (SP)
.:--.
'.:
..- .
".:.
Loose to medium dense. light greenish gray. clayey
SAND (SC)
.:-..
.:-:.
clay fragments (CH)
--------------------------
Stiff. greenish gray CLAY with indurated clay
fragments (CH)
Boring terminated
BORING AND SAMPLING. ASTM D.1586
CORE ORaLING . ASTM 0.2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. 1.0. SAMPLER 1 FT.
_ UNDISTURBED SAMPLE I WATER TABLE 24 HR.
SO~ ~ ROCK CORE RECOVERY g WATER TABLE. T.O.D.
... LOSS OF ORlWNG WATER
ELEV
PENETRATION-BLOWS PER Fr.
o
10 20
.w 60 80 100
2
.
14
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TEST BORING RECORD
BORING NO.
DATE DR.ll.LED
REPORT NO.
JOB NO.
B-2 (pg. 1 of 1)
4-23-98
26-0282
26-0282
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6.0
13.0
20.0
DESCRIPI10N
Very loose. brown. tine SAND with small roots (SP)
. ",".
"."
.::::. ,.,:-:
"LOose To mediuiii lIeiisC'. nglifbrownloofown: tine - - -.
SAND (SP)
.'~:~'
.' :. ....-.
".' '.'
.' ,,'.
. . .
'... ",..'
Loose to medium dense. gray. clayey SAND (SC)
.
CLAY fragments (CH)
Boring lemunaled
I BORlNG AND SAMPLING. ASTM D.1586
. CORE DRILLING. ASTM D.2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
I FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
, - UNDISTURBED SAMPLE ~ WATER TABLE 24 HR.
50'Ai 'Ai ROCK CORE RECOVERY ~ WATER TABLE. T.O.D.
~ LOSS OF DRILLING WATER
,I
ELEV
.'.',
:-:
".'
'.'
o
PENETRATION-BLOWS PER FT.
10 20 40 60 80 100
.
.
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2
16
~
7
9
12
3
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TEST BORING RECORD
BORING NO.
DATE DRILLED
REPORT NO.
JOB NO.
B-3 (pg. 1 of 1)
4-23-98
26-0282
26-0282
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Fr.
0.0
DESCRIPTION
Loose to medium dense. light broWD to brown. fine
SAND (SP)
" "
"."
"".
. ',:-',
. ,,'.',
" : ,,:-
'", .... :'" "
. ."
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7.0
Medium dense. light gray. clayey SAND (SC)
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13.0
fr:1gments (CH)
18.0
Medium dense. greenish gray. clayey SAND (SC)
20.0
Bonng terminated
I
BORING AND SAMPLING - ASTM D-1586
CORE DRILLING - ASTM D-2113
PENETRATION IS THE NUMBER OF BLOWS OF 140 LB. HAMMER
FALLING 30 IN. REQUIRED TO DRIVE 1.4 IN. I.D. SAMPLER 1 FT.
- UNDISTURBED SAMPLE I WATER TABLE 24 HR.
50 \'IIi \'IIi ROCK CORE RECOVERY ~ WATER TABLE. T.O.D.
~ LOSS OF DRILLING WATER
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".'
ELEV
o
10 20
PENETRATION-BLOWS PER. Fr.
40 60 80 100
.
.
.
.
s
11
7
~
18
12
3
16
atlanta testing & engineering
TEST BORING RECORD
BORING NO.
DATE DRILLED
REPORT NO.
JOB NO.
B-4 (pg. 1 of 1)
4-23-98
26-0282
26-0282
.:; 0
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IB
IP
II
< ~ pluI No. 200 ___ ~ <15" plul No. 200 ~ F.c day
fI ---. 15-25" plul No. 200 -----..;:" sand~" \lfa." -F.c day wid! sand
I~ CH "" land <% ..awl _ F.c day wid!Otftcl
"sand >" of .,...1 -----.:. <15" "...1 ~ Sandy fat day
~30% plus No. 2OO~ - ~15" or...e' ~ Sandy f.c day ..,rth "....
~ ~"sand <" or...' ~ <15" sand ~ Gta..Uy f.t day
~15" sand .. Gra..11y f.c day wid!..nd
< <:Jo% plus No. 200 ___ ~ <15" plul No. 200 ~ EJanie: silt
I ~ 15-ZS" plul No.2OO --- - "sand~" ,r.wI ~ EIanic: silt wid! sand
M H ----" land <" ,......, _ EIeRic aile wid! ,ra..1
"sand ~"of "a..1 ___ - <15" tRwf ~ Sandy elastic lift
~30% plul ~. 200""""- ~ --.... ~15" ...... ~ Sandy eCaItic silt with......
------ "And <" ".... ~ <15" And .. Graway elastic lift
~ ~15" And .. Grawfly elac.ic: lift wid!1IIId
I- . are baed on ~ amounts of'" SInd, Md ~ 10 the r.resc 5 s.
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WlO
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Flow O1art for Identifying eoa,.,e-Gnlined Sol's (less than 50 " fines)
GROUP SYMBOL
GROUP NAME
B GllAvn
s.,->
, s_
~~ '-~w.u1'_
~.-
<15" __ ,~ ............
~~IS"__-"'._._"i"'_
GW <1S"__W..1'__
---";:::::~15" _ ---:-- w.n1'_._ __
GP
-.- ~ r_"':.._-GW-GM" ~<15"__W""';""._"""IiI'
< . ~15"_-W"1'___IiI'__
1""'_ ".-.a... Of Gw-GC ~<15"__w..1'___"'"
". ~15"_-w..1'_.__""'__
-....- -----...:. "_L.. - GP-GM ~ <15" __ -.......... ._..;,,, iii.
. . ~IS"__-",._._.",,,,,__
'-...cL.,04 GP-GC ~ <15"__-",.___."
" :i!:15"__'_"._....._a."..........,
GM
GC
-="_L"_
"--<1.. 04
<15" --Sil",._
~:i!:1'.S.....,_g",.___
<15"__0.,..,.._
~:i!:IS"__a.,..,......_......
WoM1r_
~" ......<:::::::::
" -....-
SW
SP
<1S".....-W..1'__ '
~~15".__W..1'___.....
----.:. <15" .__ -...._......
2: lS'X. ...... ---- ,......" ...",., ~ ..... ....._1
SW-SM <15~.""_"''''1'___IiI.
~~15"..__ w,,1'_ __...._......
SW-SC ~ <15"..__w....___.....
~15" ......- -.._ __." _ t.....
o SP'SM <15".__-....__..;".....
---":"~15"._-:-'_._ _..;oh iii. _ ..."'"
SP-SC ----..:.. <15"......-'~.._........;,h..."
~ lS'S. ..... - ''''''' .~ ..,.., wtc" dey aNf ..__t
SM
SC
~ ......-L.. MH
......-cL .. 0<
<15'1...__ SiI",_
-----..::::::: 2:;15'1...... _ Sitty....., .it:.. .....1
<15".._.-0..... _
----=::.~15'1. "--0.,..,........",,._
NOTE-4>ercent.eges .,., based on lIStmating amoc.nts of fines. sand. and graYelIO ltMI nearest 5 s.
~
Flow Chart for identifying Inorganic F1ne-Grained Soil (SO ,; ()( m()(e fines)
SYMBOL
GROUP NAM.s
~ plul No. 200 -----.:::.:: <15" plus No. 200 . .. te... day
< 15-25" plus No. 200 -----.:." Iand~" IIraw' -=--- lun day with ..nd
C l " " ':Ind <" lI'.we' _ Lun ctrr with 'r....'
-<::::::: "Mnd ~"of orlWel ---...:: <15" grawe' ~ .Sandy ..~it day
~30% plul No. 200 ~15" g....., . .. Sandy lean day wiril grIWtl
" "..nd <% ll"..... ~ <15" und .. GnwIIy"M day
~15" und. .. G....ny kan day wiril Lind
~ plUI No. 200 -----.;: <15" plul No. 200 .. Sih
< 15-25" plus No. 200 ------.:" und~" trawl -Silt with ..nd
M l " land <% 0"'" -Sile wid!ll"....,
--=< "..nd ~"of O.lftl ~ <15" trnel .. Sandy Ii't
~30" plul No. 200 ~15" 11'....1 .. Sandy lilt with "awe'
. "und <" ll"ne' -----.:::. <15" And . G'....11y lilt
. ~15" sand .... G.awelly Ii't with ..nd
- - -, - - - - _... - - _I _
-
--....,--~
UNIFIED SOIL CLASSIFICATION
(After U.S. Waterways Experiment Station and ASTM D 2487-66T)
Laboratory Classification Criteria
Major Division Group Soil Description
Symbol Finer than
200 Sieve Supplementary Requirements
%
Coarse-grained Gravelly GW 0-5. D60/D10 greater than 4, Well-graded gravels, sandy gravels
(Over 50% by .soils (over D302/(D60XD10) between 1 & 3
weight coarser half of GP 0-5 · Not meeting above gradation for GW Gap-graded or uniform gravels, sandy
than No. 200 coarse gravels
sieve) fraction GM 1 2 or more. PI less than 4 or below A-line Silty gravels, silty sandy gravels,
larger GC 12 or more. Plover 7 and above A-line Clayey gravels, clayey sandy gravels
than No.4)
Sandy soils SW 0-5 · 060/010 greater than 4, Well-graded sands, gravelly sands
soils (over 03021(0eoXO,01 between 1 & 3
half SP 0-5 · Not meeting above gradation Gap-graded or uniform sands, gravelly
of coarse requirements sands
fraction SM 1 2 or more. PI less than 4 or below A-line Silty sands, silty gravelly sands
finer than SC 12 or more · Plover 7 and above A-line Clayey sands, clayey gravelly sands
No. 41
FIne-grained Low com- ML Plasticity chart Silts, ....~ry fine sands, silty or clayey fine
over 50% by pressibility sands, micaceous silts
weight finer (liquid CL Plasticity chart Low plasticity clays, sandy or silty clays
than No. 200 limit less OL Plasticity chart, organic odor or color Organic silts and clays of low plasticity
sievel than 50)
High com- MH Plasticity chart , Micaceous silts, diatomaceous silts,
pressibility volcanic ash
(liquid CH Plasticity chart Highly plastic clays and sandy clays
limit more OH Plas,ticity chart, organic odor or color Organic silts and clays of high plasticity
than 50)
Soils with fibrous PT Fibrous organic matter; will char, burn, or glow Peat, sandy peats, and clayey peat
organic matter
.For soils having 5 to 12 percent passing the No. 200 sieve, use a dual symbol such as GW-GC.
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CORRELATION
OF
STANDARD
PENETRATION RESISTANCE
WITH
RELATIVE COMPACTNESS AND CONSISTENCY
Sand and Gravel
Standard Penetration Resistance
Blows/foot
0-4
5-10
11-30
31-50
Relative Comoactness
Very loose
loose ,"
Medium Dense
Dense
Over 50
Very Dense
Silt and Clay
Standard Penetration Resistance
Blows/Foot
Consistency
0-1
2-4
5-8
9-15
1 6-30
31-50
Very Soft
Soft
Firm
Stiff
Very Stiff
Hard
Over 50
Very Hard
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ASFE INFORMATIONAL PAGES
... .
atlanta testing & engineering
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IMPORTANT INFORMATION
ABOUT YOUR
GEOTEG-fNICAL ENGINEERING REPORT
More construction problems are caused by site subsur-
face conditions than any other facto[ As troublesome' as
subsurface problems can be. their frequency and extent
have been lessened considerably in recent years. due in
large measure to programs and publications of ASFE/
The Association of Engineering Firms Practicing in
the Geosciences.
The following suggestions and observations are offered
to help you reduce the v~technical-related delays.
cost-overruns and other costly headaches that can
occur during a construction project
A GEOTEOiNICAL ENGINEERING
REPORT IS BASED ON A UNIQUE SET
OF PROJECT-SPECIFIC FACTORS
A geotechnical engineering report is based on a subsur-
face exploration plan designed to incorporate a unique
set of project-specific factors. These typically indude:
the general nature of the structure involved. its size and
configuration: the location of the structure on the site
and its orientation: physical concomitants such as
access roads. parking lots. and underground utilities.
and the level of additional risk which the dient assumed
by virtue of limitations imposed upon the exploratory
program. To help avoid costly problems. consult the
geotechnical engineer to determine how any factors
which change subsequent to the date of the report may
affect its recommendations.
Unless your consulting geotechnical engineer indicates
otherwise. 'Jour geotechnical engineering report should not
be used:
. When the nature of the proposed structure is
changed. for example. if an office building will be
erected instead of a parking garage. or if a refriger-
ated warehouse will be built instead of an unre-
frigerated one:
. when the size or configuration of the proposed
Structure is altered:
· when the location or orientation of the proposed .
Structure is modified:
· when there is a change of ownership. or
. for application to an adjacent site.
Geotechnical enginetrS cannot accept rtSponsibility for problems
wfljch may develop if tflty are not consulted after factors consid-
ered in tFleir report's development ltave changed.
MOST GEOTEOiNICAL "FINDINGS"
ARE PROFESSIONAL ESTIMATES
Site exploration identities actual subsurface conditions
only at those points where samples are taken. when
they are taken. Data derived through sampling and sub-
sequent laboratory testing are extrapolated by gee-
technical engineers who then render an opinion about
overall subsurface conditions. their likely reaction to
proposed construction activity. and appropriate founda-
tion design. Even under optimal circumstances actual
conditions may differ from those inferred to exist.
because no geotechnical engineer. no matter how
qualified. and no subsurface exploration program. no
matter how comprehensive. can reveal what is hidden by
earth. rock and time. The actual interface between mate-
rials may be far more gradual or abrupt than a report
indicates. Actual conditions in areas not sampled may
differ from predictions. Nothing can De done to prevent the
unanticipated. but steps can be taken to help minimiu their
impact. For this reason. most experienced OWIltTS retain their
geotechnical consultants through the constrULtio" stage. to iden-
tify variances. conduct additional tests which may be
needed. and to recommend solutions to problems
encountered on site.
SUBSURFACE CONDITIONS
CAN CHANGE
Subsurface conditions may be modified by constantly-
changing natural forces. Because a geotechnical engi-
neering report is based on conditions which existed at
the time of subsurface exploration. construction decisions
should not be based on a geotechnical engineering report whose
adequaClj may have been affected by time. Speak with the geo-
technical consultant to learn if additional tests are
advisable before construction starts.
Construction operations at or adjacent to the site and
natural events such as floods. earthquakes or ground-
water fluctuations may also affect subsurface conditions
and. thus. the continuing adequacy of a geotechnical
report. The geotechnical engineer should be kept
apprised of any such events. and sho'uld be consulted to
determine if additional tests are necessal):
GEOTECHNICAL SERVICES ARE
PERFORMED FOR SPECIFIC PURPOSES
AND PERSONS
Geotechnical engineers' reports are prepared to meet
the specifIC needs of specific individuals. A report pre-
pared for a consulting civil engineer may not be ade-
quate for a construction contractor. or even some other
consulting dvil engineet Unless indicated otherwise.
this report was prepared expressly for the dient involved
and expressly for purposes indicated by the dient Use
by any other persons for any purpose. or by the dient
for a different purpose. may result in problems. No indi-
vidual otlter than the dient wuld apply this report for its
intended purpose without first conferring with the geotechnical
engineer. No person should apply this report for alltJ purpose
other titan tfral originally contemplated lIIitllout first confming
with tFle gtotechnical enginm:
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---
A GEOTEOiNICAL ENGINEERlNG
REPORT IS SUBJECT TO
MISINTERPRETATION
Costly problems can occur when other design profes-
sionals develop their plans based on misinterpretations
of a geotechnical engineering report 10 help avoid
these problems. the geotechnical engineer should be
retained to work with other appropriate design profes-
sionals to explain relevant geotechnical findings and to
review the adequacy of their plans and specifications
relative to geotechnical issues.
BORING LOGS SHOULD NOT BE
SEPARATED FROM THE
ENGINEERING "REPORT
Final boring logs are developed by geotechnical engi-
neers based upon their interpretation of field loes
(assembled by site personnel) and laboratory evaluation
of field samples. Only final boring logs customarily are
induded in geotechnical engineering reports. TIstst logs
sfrould nat untier any circumstances De redravIJf for inclusion in
architectural or other design drawings. because drafters
may commit errors or omissions in the transfer process.
Although photographiC reproduction eliminates this
problem. it does nothing to minimize the possibility of
contractors misinterpreting the logs during bid prepara-
tion. When this occurs. delays. disputes and unantid-
paced costs are the all-too-frequent result
10 minimize the likelihood of boring log misinterpreta-
tion. give contractors ready access to tirt comrktt geo~c"nical
engineering report prepared or authorized for their use.
Those who do not provide such access may proceed un-
der the mistakm impression that simply disdaiming re-
sponsibility for the accuracy of subsurface information
always insulates them from attendant liability. Providing
the best available information to contractors helps pre-
vent costly COnstruction problems and the adversarial
attitudes which aggravate them to disproponionate
scale.
READ RESPONSIBILITY
CLAUSES CLOSELY
Because geotechnical engineering is based extensively
on judgment and opinion. it is far less exact than other
design disciplines. This situation has resulted in wholly
unwarranted daims being lodged ~inst geotechnical
consultants. To help prevent this problem. geotechnical
engineers have developed model dauses for use in writ-
ten transmittals. These are not exculpatory dauses
designed to foist geotechnical engineers" liabilities onto
someone else. Rathee they are definitive dauses which
identify where geotechnical engineers' responsibilities
begin and end. Their use helps all parties involved rec-
ognize their individual responsibilities and take appro-
priate action. Some of these definitive dauses are likely
to appear in your geotechnical engineering repon. and
you are encouraged to read them doselll Your geo-
technical engineer will be pleased to give full and frank
answers to your questions.
OlliER STEPS YOU CAN TAKE TO
REDUCE RISK
'lOur consulting geotechnical engineer will be pleased to
discuss other techniques which can be employed to mit-
igate risk. In addition. ASFE has developed a variety of
materials which may be beneficial. Contact ASFE for a
complimentary copy of its publications directory.
PuDlisMd 6y
ASFEmEASSOcA110N
OF ENGINEERING FIRMS
PRACTICING IN mE GEO$QENa5
8811 Colesville Road/Suite G 106/Silver Spring, Maryland 20910/(301) 565-2733
OIWJM
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Appendix B
Hydrologic Parameters
L
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~
J
I.J ~
aall 0
I 15 ·
! I:h: I t
~~'~I I j! filIi IS
!iI~. · I Bl r!'lli I ~
...:1____ ___j/)g I
' -
/ ,
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~~ ,
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IaHtC 'm~...
-..-
....
-OIl ..
-1-_._-.....-..._..
.._-~
-.--
...1U1....~__....
v-.-.......-.,.
-,......-
NYld :J9VNll/HO
c...__.__....._.
'V'_
--
J8IU8:) g~~ lIOllX3
~- .-.'-_..... ........~_ .....M.... .....,.....-..
'"
,~
,~
I.J
".-..
1..1
,",11::1I'1:
,",'1::1I111:
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t'>>
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t..;.'.
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I ~ ' .J:t;" :'~~f'
jl-;-- -,..~
I ~:
I.-
I::"
I ~.'. 1
L
..
'.~
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I "-.".-,,
.__ __ _0"_..
I ---- --. .
I
--hm.._~~4Q!-1~~~\.e+.,\.~.. ~_~_-<;:.~~~_ .
__ '1~. ~:n~,Q~ .
.. _.._.j~:.1~~~.~ (~~2'Z9'~) ._m_.
--.~._.- -- -. -..- ._1J9_~~. t.2t~g~t1.__
._~...__.._'.__..._... ._.. ....-_._- -_.-. '.-
. - --. ",_. '_"_0..".".'-.'_'_"_ ._._ .__. "'0'''0.___ _ _...._ ._.._..____....
- .. .. ,_ '__"__u_" ____.._ . ._ _ _ _". _.. _
.----- - .... ...-.---....-, ..--.-.---.----.---.--..
--. --, ...._-.-._-_.. .....--.- . -.. ',.- -.-..-.-__.... _. . .._.a.... _
-. ..- ~ I~.f'. _21~i~______.__
I .-.-...--.....-.--- .-.-. '-,-.,_,__"_".,, ..._.____._.....__ ".
I ---.-.. ..- .....---. .---.-.. ..--..---..-- '_h..
I
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I --
. _._ ... _n_. .. ._..._.__..... .__....._ _ ...._..... __ ...
I ....----- ....--.- ......---...-. .-............. -. .....f<2!i:C- -~_..-, "" .---.. ----. - -"'---.--...-..
_____._m_ ------.------....__..AHA...~. _~J.m..~_ --.--..~-->.__ _ .. ~.=.Q.J~"Y... ._ ._..._...._ '_... .____._._
I ---....-.-.---------------... -_f.Y._:_.1~_.__..... __l~:_~_______.__ .._~~ ._ '\1-..__ _....__..
~. :._l~.tlI. ..._______..___... "'_'"
I
I .-.--. ..-.-....-.-.. ....--..--...... . -.-._. ..... u_ --.. --- --.--.
.-... --- - _....-- .....-.- ...... .-...--.-..... ..
1.---. --.
. - .._. . ...
I .-..-. -..- .
I
-.. . ----.--... -- -"-' --....------. .. _.. -" --.
. '-- .__.._--_._-----_._-~.__. -.--.. ---. -.
-. .-. ..- ..- -..- ..._-~. -.- _. ...--.---
-.... - ...-.-..-..-...... ...----..---.--. .--.
.-.._.~- ...--. ..-- .. -. ...... ........ - .-..- .-..
. -..-..----.--.- --.-.---.-..--....--.-..--..- ....-.....-.- .-. --....---..-.-..-....-.-_. __ ...n ._.
....n ..--.. _.____._ ..._..... .'_ ......_.__ L.._ .__.__.
" ..__U_....__..._...___ '__". ____... ,.,'__. _,__...__.. '.___"___._'__ ._____._._..._._._. ___....
_.~-..__. .... .----.....-.-.- ....
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Curve Number Calculations
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Exxon Convenience Center
Clearwater
Date: 2i20/99
Drainage Area
Project Number: 98-018.06
Calculation of Cunre Number
Pre CN:
Type of cover
Existing building
Existing wooded areas
Proposed Building
Proposed Pond
Pavement! Concrete Area
Grass Area
Total
Area (ac.)
0.000
1.770
0.000
0.000
0.000
0.000
1.770
Curve Number
95
79
98
100
98
80
Post CN =
Total Sum / Total Area =
Use CN =
Post CN: (North Pond)
Type of cover
Existing building
Existing Walk
Proposed Building
Proposed Pond
Pavement! Concrete Area
Grass Area
Total
Area (ac.)
0.000
0.000
0.135
0.084
0.672
0.256
1.147
Curve Number
95
95
98
]00
98
80
Post eN =
Total Sum / Total Area =
Use eN =
Sum
o
139.83
o
o
o
o
] 39.83
79.00
79
Sum
o
o
13.23
8.4
65.856
20.48
107.966
94.13
94
98"() 18.06\slrm-ps.xls
Pond '"
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Date: 2/20/99
Drainage Area
Calculation of Curve Number
Exxon Cbhvenience Center
Clearwater
Project Number: 98-018.06
Pre CN:
Type of cover
Existing building
Existing wooded areas
Proposed Building
Proposed Pond
Pavement! Concrete Area
Grass Area
Total
Post eN: (SW Pond)
Type of cover
Existing building
Existing Walk
Proposed Building
Proposed Pond
Pavement! Concrete Area
Grass Area
Total
Area (ac.)
0.000
1.770
0.000
0.000
0.000
0.000
1.770
Post CN =
Area (ae.)
0.000
0.000
0.000
0.023
0.367
0.039
0.429
Post CN =
Curve Number
95
79
98
100
98
80
Total Sum / Total Area =
(;se CN =
Curve Number
95
95
98
100
98
80
Total Sum / Total Area =
Use eN =
Sum
o
139.83
o
o
o
o
139.83
79.00 .
79
Sum
o
o
o
2.3
35.966
3.12
41.386
96.47
96
98-0 I 8.06\strm-ps.xls
Pond S W
I
Barnett Park Entrance Road
I
Date: 2/20/99
Project Number: 970RA.BAR
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Drainage Area
Calculation of CUn'e Number
Pre CN:
Type of cover
Existing building
Existing wooded areas
Proposed Building
Proposed Pond
Pavement! Concrete Area
Grass Area
Total
Area (ac.)
0.000
1.770
0.000
0.000
0.000
0.000
1.770
Curve Number
95
79
98
100
98
80
Sum
o
] 39.83
o
o
o
o
139.83
Post CN = Total Sum I Total Area = 79.00
Use CN = 79
Post eN: (SE Pond)
Type of cover Area (ac.) Curve Number Sum
Existing building 0.000 95 0
Existing Walk 0.000 95 0
Proposed Building 0.000 98 0
Proposed Pond 0.030 100 3
Pavement! Concrete Area 0.142 98 13.916
Grass Area 0.018 80 1.44
Total 0.190 18.356
Post CN = Total Sum / Total Area = 96.61
Use eN = 97
f:197 ora. barlreportlstnn-ps. xis
Pond SE
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Time of Concentration Calculations
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Exxon Convenience Center
Clearwater
Date: 3/4/99
Calculation of Time of Concentration
Project Number: 98-0] 8.06
Pre-development Time of Concentration
Travel
Distance Slope Velocity Time
Reach (ft.) Flow Type Cover Type n* (ft./ft!) (ft.lsec. ) (min.)
1 0 Kinematic Wave Grass 0.150 0.008 na 0.00
2 120 Kinematic Wave Grass 0.240 0.023 na 12.75
3 0 Shallow Cone. Flow Paved na 0.003 1.11 0.00
4 250 Shallow Cone. Flow Unpaved na 0.022 2.37 1.76
Total 14.5 ]
Post-development Time of Concentration (North Pond)
Travel
Distance Slope Velocity Time
Reach (ft.) Flow Type Cover Type n* (fi./fit) (ft./sec.) (min.)
1 220 Kinematic Wave Pavement 0.011 0.005 na 3.24
2 0 Kinematic Wave Woods 0.400 0.007 na 0.00
3 0 Shallow Cone. Flow Paved na 0.003 1.11 0.00
4 0 Shallow Cone. Flow Unpaved na 0.012 1.77 0.00
Total 3.24
Use 10 minutes
NOTES:
* Ref Table 3.1 from TR-55
9S-o IS. 06\slnn-ps. xis
Pond
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Appendix C
Stonnwater Runoff Hydrographs
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lmlm _
Advanced Interconnected Channel i Pond Routing (ICPR Ver 2.11)
Copyright 1995, Strealline Technologies, Inc.
[I]
Ell on Convenience Center - Clearwater
2yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
********** Basin SUllary - DT2-01 **********************************************
--------------------------------------------------------------------------------
u*
Basin Nue:
Group Nue:
Node Nue:
Bydrograph Type:
Uni t Bydrograph:
Peaking Factor:
Spec Tile Inc (Iin):
COlP Tile Inc (Iin):
Rainfall File:
Rainfall Alount (in):
Storl Duration (hr):
Status:
Tile of Cone. (Iin):
Lag Tile (hr):
Area (acres):
Vol of Unit Byd (in):
Curve Number:
DCIA (S):
Tile lIax (hrs):
F I ow lIax (c f s ) :
Runoff Volule (in):
Runoff Volule (cf):
PRE POST-51 POST-SE POST-N
BASE BASE BASE BASE
PRE POST-51 POST-SE POST-H
UB UB UB UB
UB256 UB256 UB256 UB256
256.00 256.00 256.00 256.00
1.93 1.33 I. 33 1.33
1.93 1.33 1.33 1.33
FDOT-I FDOT-I FDOT-I FDOT-I
2.30 2.30 2.30 2.30
I. 00 1.00 1.00 1.00
ONSITE ONSITE ONSITE ONSITE
14.51 10.00 10.00 10.00
0.00 0.00 0.00 0.00
I. 77 0.43 0.19 1.15
1.00 1.00 1.00 I. 00
79.00 96.00 97.00 94.00
0.00 0.00 0.00 0.00
0.81 0.64 0.64 0.67
1.96 1.37 0.63 3.35
0.71 I. 87 I. 97 1.68
4527 2905 1356 6988
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
2yr Ston Event
Sept 20, 1998 (Revised I/arch 8, 1999)
********** Basin SUllary - DT2-02 **********************************************
--------------------------------------------------------------------------------
u*
Basin Hue: PRE POST-SI POST-SE POST-H
Group Hue: BASE BASE BASE BASE
Hode Hue: PRE POST-SI POST-SE POST-H
Hydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Comp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall A.ount (in): 2.80 2.80 2.80 2.80
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: OHSITE OHS ITE om TE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1. 00 1.00 1. 00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DelA (S): 0.00 0.00 0.00 0.00
Tile I/ax (hrs): 0.90 0.84 0.84 0.84
Flow I/ax (ds): 1. 76 1. 16 0.53 2.89
Runoff VolUle (in): 1. 04 2.35 2.46 2.16
Runoff Volume (cf): 6692 3667 1696 8978
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
2yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUI.ary - DT2-04 ..............................................
--------------------------------------------------------------------------------
u.
Basin Nale: PRE POST-Si POST-SE POST-N
Group Nale: BASE BASE BASE BASE
Node Nale: PRE POST-Si POST-SE POST-N
Bydrograph Type: UR UR UR UR
Unit Rydrograph: UR256 UR256 UR256 UR256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 I. 33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 I. 33
Rainfall File: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 3.40 3.40 3.40 3.40
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: ONSITE ONS ITE ONSITE ONSITE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Ryd (in): 1.00 1.00 I. 00 I. 00
Curve Nutber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tite lIu (hrs): 2.55 2.04 2.04 2.04
F I ow lIu (cf s ) : 1.58 0.70 0.31 I. 77
Runoff Volule (in): 1.49 2.95 3.05 2.74
Runoff Volule (cf): 9539 4587 2106 11397
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
2yr StOrl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT2-8 ...............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SlY POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nale: PRE POST-SlY POST-SE POST-N
Hydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 4.16 4.16 4.16 4.16
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONSITE ONSITE ONSITE ONS ITE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1. 00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 4.03 4.00 4.00 4.00
F I ow lIal (cf s ) : 1.90 0.74 0.33 1.92
Runoff Volule (in): 2.09 3.70 3.81 3.48
Runoff Volule (c!): 13418 5758 2627 14490
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
2yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUI.ary - DT2-3 ...............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1. 33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Alount (in): 6.40 6.40 6.40 6.40
Storl Duration (hr): 72.00 72.00 72.00 72.00
Status: ONS IrE ONS IrE ONSITE ONS IrE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1. 00 1.00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile 1111 (hrs): 59.97 59.98 59.98 60.00
Flow 1111 (cfs): 0.49 0.14 0.06 0.36
Runoff Volule (in): 4.04 5.92 6.04 5.69
Runoff Volu.e (cf): 25882 9225 4167 23695
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Advanced Interconnected Channel 1 Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
2yr Ston Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT2-7 ...............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 8.30 8.30 8.30 8.30
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONS ITE ONSITE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile Max (hrs): 159.99 160.00 160.00 160.00
Flow Max (ds): 0.40 0.11 0.05 0.28
Runoff Volule (in): 5.79 7.82 7.94 7.58
Runoff Volule (cf): 37086 12174 5474 31550
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
2yr Ston Event
Sept 20, 1998 (Revised Ilarch 8, 1999)
.......... Basin SUllary - DT2-10 ..............................................
--------------------------------------------------------------------------------
u.
Basin Nile: PRE POST-SlY POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SlY POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 I. 33 1.33 1.33
COlp Tile Inc (Iin): I. 93 1.33 1.33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-24Q
Rainfall Alount (in): 9.10 9.10 9.10 9.10
Storl Duration (hr): 240.00 240.00 240.00 240.00
Status: ONSITE ONS ITE ONSITE ONS ITE
Tile of Cone. (Iin): IUI 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeIA (I): 0.00 0.00 0.00 0.00
Tile Ilal (hrs): 184.01 184.00 184.00 184.00
Flow 1111 (cfs): 0.51 0.14 0.06 0.36
Runoff Volule (in): 6.54 8.62 8.74 8.37
Runoff Volule (cf): 41906 13417 6025 34864
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear,ater
2yr Stou Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT2-24 ..............................................
--------------------------------------------------------------------------------
u.
Basin Nue: PRE POST-S' POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-51 POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1. 33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1. 33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 5.76 5.76 5. 76 5.76
Storl Duration (hr): 24.00 24.00 24.00 24.00
Status: ONS IrE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 12.03 12.00 12.00 12.00
F I 01 Max (cf s ) : 0.73 0.24 0.11 0.64
Runoff Volule (in): 3.46 5.29 5.40 5.06
Runoff Volule (cf): 22209 8233 3726 21057
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.1
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
3 yr StOrt Event
Dec. 15, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT03-01 .............................................
--------------------------------------------------------------------------------
u.
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Hue: PRE POST-SI POST-SE POST-N
Bydrograph Type: liB liB UB UB
Unit Bydrograph: U8256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall Fi Ie: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (in): 2.55 2.55 2.55 2.55
Storl Duration (hr): 1.00 1.00 1.00 1. 00
Status: ONS ITE ONSITE ONS ITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 LIS
Vol of Unit Byd (in): 1.00 1. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile Max (hrs): 0.77 0.64 0.64 0.67
Flow Max (cfs): 2.40 1.54 0.71 3.80
Runoff Volule (in): 0.87 2.11 2.21 1.92
Runoff Volule (cf): 5582 3285 1526 7980
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
3 yr StOrt Event
Dec. 15, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT03-02 .............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nale: BASE BASE BASE BASE
Node Nale: PRE POST-SI POST-SE POST-N
Hydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1. 33
Rainfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall Alount (in): 3.20 3.20 3.20 3.20
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00
Curve Number: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 0.90 0.84 0.84 0.84
Flow lIu (cfs): 2.28 1.35 0.61 3.39
Runoff Volume (in): 1.34 2.75 2.86 2.54
Runoff Volule (cf): 8565 4280 1970 10588
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
3 yr Stou Event
Dec. 15, 1998 (Revised lIarch 8, 1999)
.......... Basin Su.mary - DT03-3 ..............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 . UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 I. 33 1.33 1.33
COlp Tile Inc (Iin): I. 93 1.33 I. 33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Amount (in): 7.40 7.40 7.40 7.40
Storm Duration (hr): 72.00 72.00 72.00 72.00
Status: ONS ITE ONSITE ONS ITE ONS ITE
Time of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 I. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DelA (Sl: 0.00 0.00 0.00 0.00
Tile lIax (hrs): 59.97 59.98 59.98 59.98
Flow lIax (cfs): 0.58 0.16 0.07 0.42
Runoff Volule (in): 4.95 6.92 7.04 6.68
Runoff Volume (cf): 31733 10776 4855 27827
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
3 yr StOrt Event
Dec. 15, 1998 (Revised lIarch 8, 1999)
********** Basin SUllary - DT03-04 *********************************************
--------------------------------------------------------------------------------
*u
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 I. 33 1.33
COIP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 3.84 3.84 3.84 3.84
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: ONS ITE ONSITE ONSITE ONSITE
Tile of Conc. (Iin): 14,51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 I. 00 1.00 I. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 2.55 2.04 2.04 2.04
Flow Max (cfs): I. 92 0.79 0.36 2.03
Runoff Volume (in): 1.83 3.38 3.49 3.17
Runoff Volule (cf): 11754 5264 2408 13185
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I)
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
1 yr StOll Event
Dec. IS, 1998 (Revised lIarch 8, 1999)
********** Basin SUllary - DT03-08 *********************************************
--------------------------------------------------------------------------------
U*
Basin Nile: PRE POST-SI POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SI POST-SE POST-N
Hydrograph Type: UH UH UH UH
Uni t Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 4.80 4.80 4.80 4.80
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONS IrE ONS IrE ONS IrE ONSITE
Tile of Cone. (Iin): 14,51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1. 00 1.00 1.00
Curve Number: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile 1111 (hrs): 4.03 4.00 4.00 4.00
Flow 1111 (ds): 2.37 0.86 0.38 2.24
Runoff Volule (in): 2.63 4.33 4.45 4.11
Runoff Volume (cf): 16853 6747 3067 17110
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Advanced Interconnected Channel l Pond Routing {ICPR Ver 2.11} [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
3 yr Storl Event
Dec. IS, 1998 {Revised lIarch 8, 1999}
........t. Basin SUllary - DT03-24 .....t.t...t..t.....................t.t......
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-S' POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nale: PRE POST-S' POST-SE POST-N
Hydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc {Iin}: 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 6.48 6.48 6.48 6.48
Storl Duration (hr): 24.00 24.00 24.00 24.00
Status: ONS IrE ONS ITE ONSITE ONS IrE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area {acres}: 1. 11 0.43 0.19 1.15
Vol of Unit Hyd (in): 1. 00 1.00 1.00 1.00
Curve NUllber: 19.00 96.00 91.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 12.03 12.00 12.00 12.00
F I ow lIax (cf s ) : 0.86 0.28 0.12 0.13
Runoff Volule {in}: 4.11 6.00 6.12 5.11
Runoff Volume (cf): 26342 9349 4222 24026
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Streamline Technologies, Inc.
Exxon Convenience Center - Clearwater
3 yr StOrt Event
Dec. 15, 1998 (Revised lIarch 8, 1999)
********** Basin SUlmary - DT03-7 **********************************************
--------------------------------------------------------------------------------
u*
Basin Nate: PRE POST-SI POST-SE POST-N
Group Nale: BASE BASE BASE BASE
Node Nate: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 9.20 9.20 9.20 9.20
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres l : I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): I. 00 I. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 159.99 160.00 160.00 160.00
Flow lIax (ds): 0.45 0.12 0.05 0.31
Runoff Volule (in): 6.63 8.72 8.84 8.47
Runoff Volume (cf): 42508 13572 6094 35278
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) II]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
3 yr StOrl Event
Dec. 15, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT03-10 .............................................
--------------------------------------------------------------------------------
.u
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-51 POST-SE POST-N
Rydrograph Type: UR UR UR UH
Uni t Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-HO FDOT-HO FDOT-HO FDOT-HO
Rainfall Alount (in): 10.20 10.20 10.20 10.20
Stor. Duration (hr): 240.00 240.00 240.00 240.00
Status: ONSITE ONSITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 71 0.43 0.19 1.15
Vol of Unit Hyd (in): 1. 00 1. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile IIn (hrs): 184.01 184.00 184.00 184.00
F I 0' IIn (cf s ) : 0.58 0.15 0.01 0.40
Runoff Volule (in): 7.58 9.71 9.83 9.47
Runoff Volule (cf): 48596 15126 6783 39425
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Advanced Interconnected Channel l Pond Routing (ICPR V~r 2.11) II/
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clear'ater
5yr StOTl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
***.*...** Basin SUI.ary - DT5-01 ..*.**.*....*.****.*.**..***.**.....*....*....
--------------------------------------------------------------------------------
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Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1. 33
Rainfall File: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (in): 2.80 2.80 2.80 2.80
Storl Duration (hr): 1.00 1. 00 1.00 1.00
Status: ONS IrE ONSITE ON SIrE ONS IrE
Tile of Cone. (Iin): 14,51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 0.77 0.64 0.64 0.64
F 1 0' lIax (cf s ) : 2.86 1. 71 0.78 4.26
Runoff Volule (in): 1. 04 2.35 2.46 2.16
Runoff Volule (cf): 6693 3667 1696 8978
light 1995, Streamline Technologies, Inc.
n Convenience Center - Clearwater
r Ston Event
120, 1998 (Revised lIarch 8, 1999)
........ Basin SUllary - DT5-02 ..............................................
IIJ----------------------------------------------------------------------------
Isin Nale: PRE POST-SI POST-SE POST-N
t Nale: BASE BASE BASE BASE
Nale: PRE POST-SI POST-SE POST-N '"
,d rograph Type: UB UB UB UB
I Bydrograph: UB256 UB256 UB256 UB256
ing Factor: 256.00 256.00 256.00 256.00
II: ti.e In. (.in): 1.93 1.33 1.33 1.33
Tile lnc (Iin): 1.93 1.33 1.33 1.33
nfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
~ainfall Alount (in): 3.60 3.60 3.60 3.60
I!!r. D.rati.. (hr): 2.00 2.00 2.00 2.00
tus: ONSITE ON S IrE ONSITE ONSITE
mofConc. (Iin): 14.51 10.00 10.00 10.00
. Tioe (hr): 0.00 0.00 0.00 0.00
a (acres): 1. 77 0.43 0.19 1.15
of Uni t Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
IA (S): 0.00 0.00 0.00 0.00
Tille lIax (hrs): 0.90 0.84 0.84 0.84
r'Maa (ds): 2.83 1.53 0.69 3.89
noff Volule (in): 1.64 3.14 3.25 2.93
noff Volule (cf): 10534 4895 2243 12208
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) \11
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
5yr Storl Event
Sept 20, 1998 (Revised Uarch 8, 1999)
.......... Basin SUllary - DT5-04 ..............................................
.
------.-------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 I. 33 1.33
COlp Tile Inc (Iin): 1.93 1.33 I. 33 I. 33
Rainfall File: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 4.40 4.40 4.40 4.40
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: ONS ITE ONSITE ONSITE ONS ITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 I. 00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile Un (hrs): 2.55 2.04 2.02 2.04
F I ow Un (cf s ) : 2.36 0.92 0.41 2.37
Runoff Volule (in): 2.29 3.94 4.05 3.72
Runoff Volule (cf): 14692 6128 2792 15471
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
5yr Storl Event
Sept 20, 1998 (Revised Ilarch 8, 1999)
********** Basin SUllary - DT5-08 **********************************************
--------------------------------------------------------------------------------
H*
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Uni t Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 5.28 5.28 5.28 5.28
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONS ITE ONSITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile Ilax (hrs): 4.03 4.00 4.00 4.00
Flow Ilax (ds): 2.73 0.94 0.42 2.48
Runoff Volule (in): 3.04 4.81 4.92 4.58
Runoff Volume (cf): 19505 7489 3396 19081
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) (I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
5yr Stor! Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUlmary - DT5-24 ..............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nale: BASE BASE BASE BASE
Node Nale: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 7.44 7.44 7.44 7.44
Storl Duration (hr): 24.00 24 .00 24.00 24.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): IUI 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 I. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile Max (hrs): 12.03 12.00 12.00 12.00
Flow Max (ds): 1.04 0.32 0.14 0.84
Runoff Volume (in): 4.99 6.96 7.08 6.72
Runoff Volume (cf): 31966 10839 4882 27992
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Advanced Interconnected Channel I Pond Routing (ICPR Vet 2.11) [I)
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
5yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
********** Basin SUllary - DT5-3 ***********************************************
--------------------------------------------------------------------------------
***
Basin Nate: PRE POST-51 POST-SE POST-N
Group Nate: BASE BASE BASE BASE
Node Nate: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB DB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile lnc (Iin): I. 93 I. 33 1.33 I. 33
COlp Tile Inc (Iin): I. 93 1.33 I. 33 1.33
Rainfall File: FDOT-72 FDOT -72 FDOT-72 FDOT-72
Rainfall Alount (in): 8.60 8.60 8.60 8.60
Storl Duration (hr): 72.00 72.00 72.00 72 .00
Status: ONSlTE ONSlTE ONS ITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 I. 00
Curve NOIber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 59.97 59.98 59.98 59.98
Flow lIu (cf s ) : 0.69 0.18 0.08 0.49
Runoff Volule (in): 6.07 8.12 8.24 7.88
Runoff Volule (cf): 38892 12640 5681 32793
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearlater
5yr StOrt Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT5-7 ...............................................
--------------------------------------------------------------------------------
...
Basin Hale: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nale: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Uni t Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 11.00 11.00 II. 00 11.00
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONS ITE ONSITE ONSITE ONSITE
Tile of Conc. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1. 00
Curve Nutber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 159.99 159.95 160.00 160.00
F I 01 lIax (c f s ) : 0.55 0.14 0.06 0.37
Runoff Volule (in): 8.34 10.51 10.63 10.27
Runoff Volume (cf): 53494 16369 7334 42142
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
5yr Storl Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT5-10 ..............................................
--------------------------------------------------------------------------------
.u
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlp Tile Ine (Iin): I. 93 1.33 1.33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-240
Rainfall Alount (in): 12.30 12.30 12.30 12.30
Storl Duration (hr): 240.00 240.00 240.00 240.00
Status: ONS ITE ONS ITE ONS ITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (aeres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile Mu (hrs): 184.01 184.00 184.00 184.00
F 1 01 Mu (cf s ) : 0.72 0.18 0.08 0.49
Runoff Volule (in): 9.60 11.81 11.93 11.56
Runoff Volule (ef): 61518 18390 8230 48139
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
10yr StOll Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DTIO-OI .............................................
--------------------------------------------------------------------------------
...
Basin Mue: PRE POST-51 POST-SE POST-M
Group Mue: BASE BASE BASE BASE
Mode Mue: PRE POST-51 POST-SE POST-M
Rydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): I. 93 1.33 I. 33 1.33
Rainfall File: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (in): 3.10 3.10 3.10 3.10
Storl Duration (hr): I. 00 1.00 1.00 I. 00
Status: ONSITE ONSITE OMSITE ONSITE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NOIber: 79.00 96.00 97.00 94.00
DeIA (I): 0.00 0.00 0.00 0.00
Tile Max (hrs): 0.77 0.64 0.64 0.64
FloII Max (cfs): 3.43 1.92 0.88 4.82
Runoff Volule (in): 1.26 2.65 2.76 2.45
Runoff Volume (cf): 8088 4126 1901 10184
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
10yr StOrt Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DTIO-02 .............................................
--------------------------------------------------------------------------------
...
Basin Nate: PRE POST-SI POST-SE POST-N
Group Nate: BASE BASE BASE BASE
Node Nate: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB DB DB UB
Unit Bydrograph: DB256 UB256 UB256 DB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rai nfall F i Ie: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall Alount (in): 4.00 4.00 4.00 4.00
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.l5
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DelA (I): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 0.90 0.84 0.84 0.84
Flo, II ax (ds): 3.41 1.72 0.78 4.39
Runoff Volule (in): 1.96 3.54 3.65 3.32
Runoff Volule (cf): 12581 5511 2518 13837
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) (1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
10yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DTI0-04 .............................................
--------------------------------------------------------------------------------
...
Basin Hue: PRE POST-SI POST-SE POST-H
Group Hue: BASE BASE BASE BASE
Hode Hue: PRE POST-SI POST-SE POST-H
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 5.00 5.00 5.00 5.00
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: om TE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00
Curve Number: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 2.55 2.04 2.02 2.04
Flo.llu (cfs): 2.84 l.05 0.47 2.73
Runoff Volule (in): 2.80 4.53 4.65 4.31
Runoff Volume (cf): 17952 7056 3204 17931
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) 11]
Copyright 1995, Strealline Technologies, Inc.
Ell on Convenience Center - Clearwater
10yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DTI0-08 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SlY POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 6.16 6.16 6.16 6.16
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONSITE ONS ITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile IIn (hrs): 4.03 4.00 4.00 4.00
Flow IIn (cfs): 3.40 1.11 0.49 2.92
Runoff Volule (in): 3.82 5.68 5.80 5.45
Runoff Volule (cf): 24495 8853 4002 22705
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I
Advanced Interconnected Channel 'nd Routing (ICPR Ye [1]
Copyright 1995, Strealline Technl jes, Inc.
Ell on Convenience Center - Clear'a,~r
10yr Stor! Event
Sept 20, 1998 (Revised lIarch 8, 1999)
**........ Basin SUllary - DTI0-24 ..*.*.........*...*...***.***.**...*......*..
--------------------------------------------------------------------------------
u*
Basin Nue: PRE POST-51 POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Hydrograph: UH256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 8.88 8.88 8.88 8.88
Storl Duration (hr): 24 .00 24 .00 24 .00 24.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Yol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 12.03 12.00 12.00 12.00
Flow lIu lcfs): 1.31 0.38 0.17 1.01
Runoff Yolule (in): 6.33 8.40 8.52 8.15
Runoff Yolule (cf): 40573 13075 5874 33953
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I
Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
10yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DTI0-3 ..............................................
--------------------------------------------------------------------------------
.u
Basin Nile: PRE POST-Sf POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-Sf POST-SE POST-N
Hydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 un 5 6 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Alount (in): 10.70 10.70 10.70 10.70
Storl Duration (hr): 72.00 72 .00 72.00 72.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile 1111 (hrs): 59.97 59.98 59.98 59.98
F I 01 1111 (cf s) : 0.89 0.23 0.10 0.61
Runoff Volule (in): 8.06 10.21 10.33 9.97
Runoff Volule (cf): 51658 15903 7127 41499
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear,ater
10yr StOel Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT10-7 ..............................................
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 12.30 12.30 12.30 12.30
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONSITE ONSITE ONS ITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 159.99 160.00 159.86 160.00
F I ow lIax (cf s ) : 0.62 0.16 0.07 0.42
Runoff Volule (in): 9.60 11.81 11.93 11.56
Runoff Volule (cf): 61513 18390 8230 48138
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
10yr Ston Event
Sept 20, 1998 (Revised Ilarch 8, 1999)
********** Basin SUllary - DTI0-I0 *********************************************
--------------------------------------------------------------------------------
U*
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: DB DB DB DB
Unit Bydrograph: UB256 DB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1. 33 1.33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-240
Rainfall Alount (in): 14.50 14 .50 14.50 14.50
Storl Duration (hr): 240.00 240.00 240.00 240.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14,51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (X): 0.00 0.00 0.00 0.00
Tile Ilu (hrs): 184.01 184.00 184.00 184.00
F I ow Ilu (cf s) : 0.85 0.22 0.10 0.58
Runoff Volule (in): 11. 73 14.01 14.13 13.76
Runoff Volule (cf): 75201 21813 9746 57278
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearlater
25yr Storl Event
Sept 20, 1998 (Revised Jlarch 8, 1999)
.......... Basin SUllary - DT25-01 .............................................
--------------------------------------------------------------------------------
...
Basin Nile: PRE POST-SI POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 I. 33 1.33 1.33
COlP Tile Inc (Iin): I. 93 1.33 1.33 1.33
Rainfall File: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (inj: 3. 70 3.70 3.70 3.70
Storl Duration (hr): 1.00 1.00 I. 00 1.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeIA (I): 0.00 0.00 0.00 0.00
Tile Jlu (hrs): 0.77 0.64 0.64 0.64
FloI Jlu (ds): 4.63 2.34 1.06 5.93
Runoff Volule (in): I. 72 3.24 3.35 3.03
Runoff Volule (cf): 11041 5049 2312 12615
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Advanced Interconnected Channel i Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
25yr StOrt Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUI.ary - DT25-02 .............................................
--------------------------------------------------------------------------------
u.
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1. 93 1.33 1.33 1.33
Rainfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall Alount (in): 4.80 4.80 4.80 4.80
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.11 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 19.00 96.00 91.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile IIn (hrs): 0.90 0.84 0.84 0.84
Flow IIn (cfs): 4.60 2.09 0.94 5.39
Runoff Voluae (in): 2.63 4.33 4.45 4.11
Runoff Volule (cf): 16854 6141 3061 11110
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) 11]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
25yr Stor! Event
Sept 20, 1998 (Revised Uarch 8, 1999)
.......... Basin SUllary - DT25-04 .............................................
--------------------------------------------------------------------------------
u.
Basin Nile: PRE POST-SI POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 I. 33 I. 33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 5.90 5.90 5.90 5.90
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: ONS ITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 I. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile Un (hrs): 2.52 2.02 2.02 2.04
F 10. Un (cf s ) : 3.57 1.25 0.56 3.26
Runoff Volule (in): 3.59 5.43 5.54 5.20
Runoff Volule (cf): 23007 8450 3823 21634
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) II]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
25yr StOr! Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT25-08 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-51 POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1. 33 1. 33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 7.20 7.20 7.20 7.20
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1. 00 1.00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile IIn (hrs): 4.03 4.00 4.00 4.00
Flow IIn (ds): 4.19 1. 30 0.58 3.43
Runoff Volule (in): 4.77 6.72 6.84 6.48
Runoff Volule (cf): 30550 10466 4717 27000
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
25yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT25-24 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Uni t Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 10.56 10.56 10.56 10.56
Storl Duration (hr): 24.00 24.00 24.00 24.00
Status: ONSITE ONSITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 I. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): II. 99 12.00 12.00 12.00
Flow lIax (cf s ) : 1.62 0.45 0.20 1.21
Runoff Volule (in): 7.92 10.07 10.19 9.83
Runoff Volule (cf): 50794 15686 7031 40918
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
25yr Ston Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT25-3 ..............................................
--------------------------------------------------------------------------------
.u
Basin Nile: PRE POST-51 POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-51 POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Alount (in): 13.00 13.00 13 .00 13.00
Storl Duration (hr): 72.00 72.00 72.00 72.00
Status: ONS ITE ONSITE ONS ITE ONSITE
Tile of Cone. (Iin): 14051 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 59.97 59.98 59.98 59.98
F I ow lIu (cf s ) : 1.10 0.28 0.12 0.74
Runoff Volule (in): 10.27 12.51 12.63 12.26
Runoff Volule (cf): 65861 19479 8712 51046
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:1
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) II]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
25yr Stor! Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT25-7 ..............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1. 33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 16.50 16.50 16.50 16.50
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONSITE ONSITE ONSlTE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Uni t Byd (in): 1.00 1.00 1. 00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile Max (brs): 159.99 160.00 159.97 160.00
Flow Max (cfs): 0.84 0.21 0.09 0.56
Runoff Volule (in): 13.68 16.00 16.13 15.75
Runoff Volule (cf): 87718 14914 11114 65586
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
25yr Storl Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT25-10 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1. 33
COlp Tile Inc (Iin): 1.93 1. 33 1.33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-240
Rainfall Alount (in): 18.20 18.20 18.20 18.20
Stor. Duration (hr): 240.00 240.00 240.00 240.00
Status: ONSITE ONSITE ONSITE ONS IrE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1. 00 1. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile Mu (hrs): 184.01 184.00 183.97 184.00
F I 01 Mu (c f s) : 1.09 0.27 0.12 0.72
Runoff Volule (in): 15.35 17. 70 17.83 17.45
Runoff Volule (cf): 98414 27568 12296 72655
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [ 1]
Copyright 1995, Strealline Technologies, Inc.
Ell on Convenience Center - Clearwater
50yr StOll Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT50-01 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 I. 33
Rainfall Fi Ie: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (in): 4.00 4.00 4.00 4.00
Storl Duration (hr): 1.00 1.00 1.00 1.00
Status: ONSITE ONS ITE ONS ITE ONSITE
Tile of Conc. (Iin): IUI 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve Nolber: 79.00 96.00 97.00 94.00
DCJA (S): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 0.74 0.64 0.64 0.64
Flow lIu (ds): 5.26 2.54 1.15 6.48
Runoff Volule (in): 1.96 3.54 3.65 3.32
Runoff Volume (cf): 12582 5511 2518 13837
I-u----
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Advanced Interconnected Channel l Pond Routing (ICPR Vet 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
50yr Storl Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT50-02 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1. 33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1. 33
Rainfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall Alount (in): 5.20 5.20 5.20 5.20
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: ONS lTE ONSlTE ONSlTE ONSlTE
Tile of Conc. (Iin): lUl 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeJA (S): 0.00 0.00 0.00 0.00
Tile Max (hrs): 0.90 0.84 0.84 0.84
Flow lIax (cfs): 5.21 2.28 1.02 5.89
Runoff Volule (in): 2.97 4.73 4.84 UO
Runoff Volule (cf): 19060 7366 3341 18752
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearlater
50yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
********** Basin SUllary - DT50-04 *********************************************
--------------------------------------------------------------------------------
u*
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1. 33
COlp Tile Inc (Iin): 1.93 1. 33 1.33 1.33
Rainfall Fi Ie: FDOT-4 FDOT-4 FDOT-4 FDOT-4
Rainfall Alount (in): 6.40 6.40 6.40 6.40
Storl Duration (hr): 4.00 4.00 4.00 4.00
Status: ONSITE ONS ITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1. 00 1.00 1.00
Curve Number: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 2.52 2.02 2.02 2.04
F I 01 lIax (cf s ) : 3.98 1.36 0.61 3.56
Runoff Volule (in): 4.04 5.92 6.04 5.69
Runoff Volule lcf): 25880 9225 4167 23695
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Advanced Interconnected Cbannel l Pond Routing (ICPR Ver 2.11) (1]
Copyrigbt 1995, Strealline Tecbnologies, Inc.
Ell on Convenience Center - Clearwater
50yr Stot! Event
Sept 20, 1998 (Revised Marcb 8, 1999)
tttttttttt Basin SUllary - DT50-08 ttttttttttttttttttttttttttttttttttttttttttttt
--------------------------------------------------------------------------------
..t
Basin Mue: PRE POST-SI POST-SE POST-M
Group Mue: BASE BASE BASE BASE
Mode Mue: PRE POST-SI POST-SE POST-M
Bydrograpb Type: UR UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 8.00 8.00 8.00 8.00
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeJA (S): 0.00 0.00 0.00 0.00
Tile Max (hrs): 4.03 4.00 4.00 4.00
Flow Max (ds): 4.80 1.44 0.64 3.82
Runoff Volule (in): 5.51 7.52 7.64 7.28
Runoff Volule (cf): 35292 11708 5268 30309
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
50yr StOrt Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT50-24 .............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall Fi Ie: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 1l.S2 1l.S2 II. 52 1l.S2
Storl Duration (hr): 24.00 24.00 24.00 24.00
Status: ONSITE ONSITE ONSlTE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 I. 00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 11.99 12.00 12.00 12.00
Flow lIu (cfs): 1.80 0.50 0.22 1.32
Runoff Volule (in): 8.84 11.03 11.15 10.78
Runoff Volule (cf): 56694 17178 7692 44902
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) ( I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
50yr StOfl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT50-3 ..............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-51 POST-SE POST-N
Bydrograph Type: UB UB UB UB
Uni t Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 I. 33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Alount (in): 14.40 14.40 14.40 14.40
Storl Duration (hr): 72.00 72.00 72.00 72.00
Status: ONSITE ONSlTE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeIA (S): 0.00 0.00 0.00 0.00
Tile lIax (hrs): 59.97 59.98 59.98 59.98
Flow lIax (ds): 1.22 0.31 0.14 0.82
Runoff Yolule (in): 11.63 13.91 14.03 13.66
Runoff Volule (cf): 74579 21657 9677 56861
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I)
Copyright 1995, Streal1ine Technologies, Inc.
Exxon Convenience Center - Clearwater
50yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT50-7 ..............................................
--------------------------------------------------------------------------------
u.
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Rydrograph Type: UR UR UR UR
Unit Rydrograph: UR256 UR256 UR256 UR256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 18.20 18.20 18.20 18.20
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: ONSITE ONSITE ONSITE ONS ITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Ryd (in): 1.00 1. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 159.99 159.86 159.64 160.00
F I ow lIu (cf s) : 0.93 0.23 0.10 0.62
Runoff Volule (in): 15.35 17.70 17.83 17.45
Runoff Volule (cf): 98408 27568 12296 72652
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) (1 )
Copyright 1995, Strealline Technologies, Inc.
Ell on Convenience Center - Clearlater
50yr Storl Event
Sept 20, 1998 (Revised March 8, 1999)
.......... Basin SUllary - DT50-10 .............................................
--------------------------------------------------------------------------------
...
Basin Nue: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): I. 93 1.33 I. 33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-240
Rainfall Alount (in): 20.20 20.20 20.20 20.20
Storl Duration (hr): 240.00 240.00 240.00 240.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (I): 0.00 0.00 0.00 0.00
Tile Mil (hrs): 184.01 183.95 183.95 184.00
F I 01 1111 (cf s) : 1.21 0.30 0.13 0.80
Runoff Volule (in): 17.32 19.70 19.83 19.45
Runoff Volule (cf): 111032 30681 13675 80972
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [ I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
100yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DTIOO-OI ............................................
--------------------------------------------------------------------------------
u.
Basin Nile: PRE POST-SI POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc {Iin}: I. 93 1.33 1.33 1.33
COlP Tile Inc (Iin): I. 93 1.33 1.33 1.33
Rainfall File: FDOT-I FDOT-I FDOT-I FDOT-I
Rainfall Alount (in): 4.50 4.50 4.50 4.50
Storl Duration (hr): I. 00 1.00 1.00 1.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve Nu.ber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile 1111 (hrs): 0.74 0.64 0.64 0.64
Flow 1111 (cfs): 6.33 2.89 1.30 7.41
Runoff Volule (in): 2.38 4.03 4.15 3.81
Runoff Volule {cf}: 15229 6283 2861 15880
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
Sept 20, 1998 (Revised March 8, 1999)
********** Basin SUllary - DTIOO-02 ********************************************
--------------------------------------------------------------------------------
..*
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nale: BASE BASE BASE BASE
Node Nale: PRE POST-51 POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-2 FDOT-2 FDOT-2 FDOT-2
Rainfall Alount (in): 6.50 6.50 6.50 6.50
Storl Duration (hr): 2.00 2.00 2.00 2.00
Status: ONSITE ONS ITE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve Rulber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile Mn (hrs): 0.90 0.84 0.84 0.84
Flow Mn (ds): 7.26 2.88 1.29 7.51
Runoff Volule (in): 4.13 6.02 6.14 5.79
Runoff Volule (cf): 26459 9380 4235 24108
Advanced Interconnected Cbannel ! Pond Routing (ICPR Ver 2.11)
Copyrigbt 1995, Strealline Tecbnologies, Inc.
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/11
Exxon Convenience Center - Clearwater
100yr Storl Event
Sept 20, 1998 (Revised Marcb 8, 1999)
.......... Basin SUllary - DTI00-04 ............................................
--------------------------------------------------------------------------------
u.
Basin Nue:
Group Nue:
Node Nue:
BYdrograpb Type:
Unit BYdrograpb:
Peaking Factor:
Spec Tile Inc (Iin):
COlP Tile Inc (Iin):
Rainfall File:
Rainfall AIOunt (in):
Storl Duration (br):
Status:
Tile of Cone. (Iin):
Lag Tile (br):
Area (acres):
Vol of Unit Byd (in):
Curve NUlber:
DCIA (S):
Tile Max (brs):
Flow Max (cfs):
Runoff Volule (in):
Runoff Volule (cf):
PRE POST-SI POST-SE POST-N
BASE BASE BASE BASE
PRE POST-SI POST-SE POST-N
UB UB UB UB
UB256 UB256 UB256 UB256
256.00 256.00 256.00 256.00
1. 93 1.33 1.33 1.33
1.93 1. 33 1. 33 1.33
FDOT-4 FDOT-4 FDOT-4 FDOT-4
7.20 7.20 7.20 7.20
4. 00 4.00 4.00 4.00
ONSITE ONSITE ONSITE ONSITE
14.51 10.00 10.00 10.00
0.00 0.00 0.00 0.00
1. 77 0.43 0.19 1. 15
LOO 1. 00 1. 00 1. 00
79.00 96.00 97.00 94. 00
0.00 0.00 0.00 0.00
2.52 2.02 2.02 2.04
4.63 1.53 0.68 4. 03
4.77 6.72 6.84 6.48
30551 10466 4717 27000
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) (1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
100yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DTI00-08 ............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nale: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 1.33 1.33
COlP Tile Inc (Iin): 1.93 1.33 I. 33 1.33
Rainfall File: FDOT-8 FDOT-8 FDOT-8 FDOT-8
Rainfall Alount (in): 9.20 9.20 9.20 9.20
Storl Duration (hr): 8.00 8.00 8.00 8.00
Status: ONSITE ONSITE ONSITE ONSITE
Tile of Conc. llin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): I. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 4.03 4.00 4.00 4.00
Flo.llu (cfs): 5.71 1.66 0.74 4.41
Runoff Volule (in): 6.63 8.72 8.84 8.47
Runoff Volule (cf): 42508 13572 6094 35279
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) (I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT100-24 ............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nue: BASE BASE BASE BASE
Node Nue: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1.93 1.33 I. 33 I. 33
COlp Tile Inc (Iin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-24 FDOT-24 FDOT-24 FDOT-24
Rainfall Alount (in): 13.00 13.00 13. 00 13.00
Storl Duration (hr): 24.00 24.00 24.00 24.00
Status: ONSITE ONSlTE ONSITE ONSITE
Tile of Conc. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1.77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DeJA (S): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 11.99 12.00 12.00 12.00
Flo. lIu (ds): 2.07 0.56 0.25 I. 49
Runoff Volule (in): 10.27 12.51 12.63 12.26
Runoff Volule (cf): 65853 19480 8712 51046
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearlater
100yr Storl Event
Sept 20, 1998 (Revised Ilarch 8, 1999)
.......... Basin SUllary - DTI00-3 .............................................
--------------------------------------------------------------------------------
...
Basin Nale: PRE POST-SI POST-SE POST-N
Group Nile: BASE BASE BASE BASE
Node Nile: PRE POST-SI POST-SE POST-N
Bydrograph Type: UB UB UB UB
Unit Bydrograph: UB256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): I. 93 1.33 1.33 1.33
COlP Tile Inc Ilin): 1.93 1.33 1.33 1.33
Rainfall File: FDOT-72 FDOT-72 FDOT-72 FDOT-72
Rainfall Alount (in): 16.20 16.20 16.20 16.20
Storl Duration Ihr): 72.00 72.00 72.00 72.00
Status: ONS ITE ONSITE ONSITE ONSITE
Tile of Conc. Ilin}: 14.51 10.00 10.00 10.00
Lag Tile Ihr}: 0.00 0.00 0.00 0.00
Area I acres} : I. 77 0.43 0.19 1.15
Vol of Unit Byd lin}: 1.00 I. 00 1.00 1.00
Curve NUlber: 79.00 96.00 97.00 94.00
DCIA (S): 0.00 0.00 0.00 0.00
Tile IlI1 Ihrs}: 59.97 59.98 59.98 59.98
Flol IlI1 Icfs}: 1.39 0.35 0.15 0.93
Runoff Volule lin): 13.39 15.71 15.83 15.45
Runoff Volule Icf}: 85845 24457 10918 64341
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
EIlon Convenience Center - Clearwater
100yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
........** Basin SUllary - DT100-7 ..*.*....*...*..............**.......*..**...
--------------------------------------------------------------------------------
...
Basin lIue: PRE POST-51 POST-SE POST-lI
Group lIue: BASE BASE BASE BASE
lIode lIue: PRE POST-51 POST-SE POST-lI
Bydrograph Type: UH UH UH UH
Unit Hydrograph: UH256 UH256 UH256 UH256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1.33 1. 33
COlP Tile Inc (Iin): 1.93 1.33 1.33 1. 33
Rainfall File: FDOT-168 FDOT-168 FDOT-168 FDOT-168
Rainfall Alount (in): 20.50 20.50 20.50 20.50
Storl Duration (hr): 168.00 168.00 168.00 168.00
Status: OllSITE om TE OllS ITE om TE
Tile of Cone. (Iin): 14,51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Hyd (in): 1.00 1.00 1.00 1.00
Curve liulber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile lIu (hrs): 159.99 159.97 160.00 160.00
F I ow lIu (cf s ) : 1.06 0.26 0.12 0.70
Runoff Volule (in): 17.61 20.00 20.13 19.75
Runoff Volule (cf): 112920 31147 13881 82216
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) It]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear,ater
100yr Storl Event
Sept 20, 1998 (Revised lIarch 8, 1999)
.......... Basin SUllary - DT100-l0 ............................................
--------------------------------------------------------------------------------
...
Basin Hue: PRE POST-SI POST-SE POST-H
Group Hue: BASE BASE BASE BASE
Hode Hue: PRE POST-SI POST-SE POST-H
Hydrograph Type: UB UB UB UB
Unit Bydrograph: UH256 UB256 UB256 UB256
Peaking Factor: 256.00 256.00 256.00 256.00
Spec Tile Inc (Iin): 1. 93 1.33 1. 33 1.33
COlP Tile Inc (Iin): 1. 93 1. 33 1.33 1.33
Rainfall File: FDOT-240 FDOT-240 FDOT-240 FDOT-240
Rainfall Alount (in): 24.20 24.20 24.20 24.20
Storl Duration (hr): 240.00 240.00 240.00 240.00
Status: OHS ITE OHSITE OHS ITE OHSITE
Tile of Cone. (Iin): 14.51 10.00 10.00 10.00
Lag Tile (hr): 0.00 0.00 0.00 0.00
Area (acres): 1. 77 0.43 0.19 1.15
Vol of Unit Byd (in): 1.00 1.00 1. 00 1. 00
Curve HUlber: 79.00 96.00 97.00 94.00
DCJA (I): 0.00 0.00 0.00 0.00
Tile 1Ia1 (hrs): 184.01 184.00 183.62 183.93
Flo.lla1 (ds): 1.46 0.36 0.16 0.96
Runoff Volule (in): 21.27 23.70 23.83 23.44
Runoff Volule (cf): 136358 36908 16432 97603
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Appendix D
Stonnwater Model Results
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Input Data
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Clearlater Ellon Convenience Center
********** Input Report ********************************************************
--------Class: Node-------------------------------------------------------------
Nale: OUT Base FloI(cfs): 0 Init Stage(ft): 23
Group: BASE Length(ft): 0 Warn Stage(ft): 29
CO.lent: Outfall Ditch
Tile(hrs) Stage(ft)
o 23
12 25.3
24 24
--------Class: Node-------------------------------------------------------------
Nale: POST-N Base Flow(cfs): 0 Init Stage(ft): 28.3
Group: BASE Length{ft): 0 Warn Stage(ft): 32
Co..ent: Post-Develop.ent Pond
Stage{ft) Volule(af) Botto. Area(ac): 0.081
28.3 0
29 0.06
30 0.155
31 0.262
32 0.385
--------Class: Node-------------------------------------------------------------
Nale: POST-SE Base FloI(cfs): 0 Init Stage(ft): 30.78
Group: BASE Length(ft): 0 Warn Stage(ft): 32
Co..ent: Post-Developlent Pond
Stage(ft) Volule(af) Bottol Area(ac): 0.0272
30.78 0
31 0.006
32 0.039
--------Class: Node-------------------------------------------------------------
Name: POST-SW Base FloI{cfs): 0 Inlt Stage{ft): 30.78
Group: BASE Length{ft): 0 Warn Stage(ft): 32
Com.ent: Post-Developlent Pond
Stage(ft)
30.78
31
32
Volule(af)
o
0.003
0.024
Bottol Area(ac): 0.0126
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [2J
Copyright 1995, Streamline Technologies, Inc.
Clearwater Exxon Convenience Center
********** Input Report ********************************************************
--------Class: Pipe-------------------------------------________________________
Nale: POST-S
Group: BASE
UPSTREAII
Geoletry: Circular
Span( in): 12
Rise(in): 12
Invert(ft): 30
lIanning's N: 0.02
Top Clip(in): 0
Bottom Clip(in): 0
Frol Node: POST-SE
To Node: POST-SW
Length(ft): 64
Count: 1
DOWNSTREAII
Ci rcuIar
12
12
30
0.02
o
o
Equation: Average I
Flo.: Both
Entrance Loss Coef: 0.5
Exit Loss Coef: 0.5
Bend Loss Coef: 0
Outlet Cntrl Spec: Use dc or t.
Inlet Cntrl Spec: Use dn
Stabilizer Option: None
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge .1 head.all
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi headwall
--------Class: Drop Structure----------------------------------_________________
Nale: POST From Node: POST-N Length(ft): 69
Group: BASE To Node: OUT Count: I
Outlet Cntrl Spec: Use dc or tw Inlet Cntrl Spec: Use dn
Upstream Geoletry: Circular Downstream Geometry: Circular
UPSTREAM DOWNSTREAM
Span (i n): 30 30
Rise(in): 30 30
Invert(ft): 25.63 23.35
lIanning's N: 0.013 0.013
TopClip(in):O 0
Bottom Clip(in): 0 0
Entrance Loss Coef: I
Exit Loss Coef: 0.5
Flo.: Both
Equation: Aver Conveyance
Upstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi head.all
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi head.all
Post-Developelent
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.111 [3J
Copyright 1995, Strealline Technologies, Inc.
Clearwater Ellon Convenience Center
.......... Input Report ........................................................
... Weir I of 2 for Drop Structure POST ... [TABLEJ
Count: I Bottol Clip(inl: 0
Type: Mavis Top Clip(inl: 0
Flo.: Both Weir Discharge Coef: 3.1
Geoletry: Rectangular Orifice Discharge Coef: 0.6
Span(inl: 4.5
Rise(inl: 5
Invert(ftl: 28.3
Control Elev(ftl: 28.3
... Weir 2 of 2 for Drop Structure POST ...
Count: 1 Bottol Clip(inl: 0
Type: Mavis Top Clip(inl: 0
Flo.: Both Weir Discharge Coef: 3.1
Geoletry: Rectangular Orifice Discharge Coef: 0.6
[TABLEJ
Span(inl: 8.5
Rise(inl: 999
Invert(ft): 30.75
Control Elev(ft): 30.75
--------Class: Drop Structure---------------------------------------------______
Nale: POST-SN Frol Node: POST-SW Length(ftl: 225
Group: BASE To Node: POST-N Count: I
Outlet Cntrl Spec: Use dc or t. Inlet Cntrl Spec: Use dn
Upstreal Geoletry: Circular Do.nstreal Geoletry: Circular
UPSTREAM DOWNSTREAM
Span(in): 17 17
Rise(in): 17 17
Invert(ft): 28.09 27
Manning's N: 0.013 0.013
Top Clip(inl: 0 0
Bottol Clip(inl: 0 0
Entrance Loss Coef: I
Elit Loss Coef: 0.5
Flo.: Both
Equation: Aver Conveyance
Upstreal FHWA Inlet Edge Description:
Circular Concrete: Square edge .1 head.all
Downstream FHWA Inlet Edge Description:
Circular Concrete: Square edge wi head.all
Post-Developelent
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [4]
Copyright 1995, Strealline Technologies, Inc.
Clearwater Ellon Convenience Center
********** Input Report ********************************************************
*** Weir 1 of 1 for Drop Structure POST-SN *** [TABLE]
Count: 1 Bottol Clip (in): 0
Type: Mavis Top Clip(in): 0
Flow: Both Weir Discharge Coef: 3.13
Geoletry: Rectangular Orifice Discharge Coef: 0.6
Span(in): 120
Rise(in): 999
Invert(ft): 30.78
Control Elev(ft): 30.78
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Stage vs. Discharge
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L___
Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
2yr Storl Event
July 5, 1999
.......... Node Malilul Conditions - DT2-01 ..ttt..tttt.t..ttttttttttttt.ttttttttt.tt*tt***ttttt**ttt**t**.tt****tt*********
(Tile units - hours)
Node Group Mil Tile Mil Stage iami ng Mil Del ta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.61 0.00 0.00
POST-N BASE 1.00 29.16 32.00 0.0195 4420.28 1.00 2.34 1.00 0.61
POST-SE BASE 1.00 30.88 32.00 -0.0074 1208.74 1.00 0.27 0.42 0.64
POST-Si BASE 1.00 30.87 32.00 0.0312 607.07 0.42 0.89 1.00 o .8~
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
2yr Storl Event
July 5, 1999
********** Node Malilul Conditions - DT2-02 ********************************************************************************
(Tile units - hours)
Node Group Mil Tile Mil Stage larn i ng Mil Delta Mil Surface Mil Tile Mil Inflo. Mil Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage Uti Area (sf) Inflo. (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 2.00 23.38 29.00 0.0027 0.00 1.88 1.09 0.00 0.00
POST-N BASE 1.88 30.60 32.00 0.0335 4846.78 1.00 3.52 1.88 I. 09
POST-SE BASE 1.04 30.92 32.00 -0.0070 1206.82 1.00 0.41 0.30 0.63
POST-SI BASE 1.03 30.90 32.00 0.0319 616.11 1.00 1.27 I. 03 1.26
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) II]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
2yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DT2-04 ................................................................................
(Tile units - hours)
Node Group Max Tile Max Stage Warning Max Del ta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nue Conditions (ft) Stage (ft) Stage 1ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 4.00 23.77 29.00 0.0027 0.00 3.44 1.13 0.00 0.00
POST-N BASE 3.44 30.76 32.00 0.0239 5147. 94 2.01 2.73 3.44 1.13
POST-SE BASE 2.07 30.89 32.00 0.0147 1208.15 2.00 0.31 2.09 0.31
POST-SW BASE 2.04 30.88 32.00 -0.0294 610.33 2.02 0.99 2.04 0.98
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) (I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
2yr Storl Event
July 5, 1999
********** Node Malilu. Conditions - DT2-8 *********************************************************************************
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflow Mn Tile Mn Outflow
Nile Nile Cond i ti ons (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Ou tf low ( cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 8.00 24.53 29.00 0.0027 0.00 5.01 1.17 0.00 0.00
POST-N BASE 5.01 30.81 32.00 0.0273 5242.74 4.00 2.95 5.01 1.17
POST-SE BASE 4.04 30.90 32.00 0.0160 1207.90 4.00 0.33 4.07 0.32
POST-SI BASE 4.02 30.88 32.00 -0.0306 611. 63 4.01 I. 05 4.02 1.04
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
2yr Ston Event
July 5, 1999
********** Node Malilu. Conditions - DT2-24 ********************************************************************************
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil I nflo. Mil Tile Mil Outflow
Nue Nue Cond it ions (ft) Stage (ft) Stage (ft) Area (sf) Inflow Ids) Outflow Ids)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 12.97 0.72 0.00 0.00
POST-N BASE 12.97 29.42 32.00 0.0038 4206.72 11.99 0.94 12.97 0.72
POST-SE BASE 12.02 30.84 32.00 0.0150 1210.27 11.99 0.11 11. 76 0.30
POST-SI BASE 12.04 30.82 32.00 -0.0308 591.40 11.99 0.54 12.04 0.30
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
2yr Storl Event
July 5, 1999
.......... Hode Maxilul Conditions - DT2-3 ..........t......................................................................
(Tile units - hours)
Hade Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflo. Max Tile Max Outflow
Hue Hue Cond i ti ons (ft) Stage (ft) Stage (ft) Area (sO I nflo. (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 12.20 0.24 0.00 0.00
POST-H BASE 12.20 28.65 32.00 0.0030 3740.11 12.00 0.16 12.20 0.24
POST-SE BASE 5.41 30.82 32.00 0.0398 1211.57 12.00 0.03 12.47 0.74
POST-SI BASE 4.07 30.78 32.00 0.0391 575. 38 12.47 0.80 4.07 0.00
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
2yr StOrl Event
July 5, 1999
.......... Node Ualilul Conditions - DT2-7 .................................................................................
(Tile units - hours)
Node Group Un Tile Un Stage larning Un Delta Un Surface Un Tile Un Inflow Un Tile Uu Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.73 0.10 0.00 0.00
POST-N BASE 29.73 28.50 32.00 0.0035 3379.19 29.99 0.03 29.73 0.10
POST-SE BASE 3.72 30.83 32.00 0.0535 1211.69 29.99 0.01 3.72 0.85
POST-SI BASE 2.12 30.78 32.00 0.0576 575.37 3.72 0.85 2.12 0.06
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ell on Convenience Center - Clearwater
2yr Ston Event
July 5, 1999
********** Node Valilu. Conditions - DT2-10 ********************************************************************************
(Tile units - hours)
Node Group VII Tile VII Stage larning VII Delta VII Surface VII Tile VII I nf low 1111 Tile 1111 Ou tf 1 ow
Nue Nue Cond i ti ons (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.86 0.10 0.00 0.00
POST-N BASE 29.86 28.50 32.00 0.0035 3384.48 30.00 0.04 29.86 0.10
POST-SE BASE 6.16 30.83 32.00 0.0534 1211.68 30.00 0.01 6.16 0.86
POST-SI BASE 0.00 30.78 32.00 0.0584 575.37 6.16 0.86 0.00 0.00
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
3 yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DT03-01 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflow Max Tile Max Ou t fl ow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 0.99 23.19 29.00 0.0027 0.00 0.99 0.64 0.00 0.00
POST-N BASE 0.99 29.24 32.00 0.0226 4349.72 0.99 2.63 0.99 0.64
POST-SE BASE 0.99 30.89 32.00 -0.0073 1208.38 0.99 0.30 0.39 0.64
POST-SI BASE 0.99 30.88 32.00 0.0315 609.27 0.99 0.95 0.99 0.94
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ell on Convenience Center - Clearwater
3 yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT03-02 .............................................................................tt
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Del ta Max Surface Max Tile Max Inflow Max Tile Max Outflol\'
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow ( cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1. 99 23.38 29.00 0.0027 0.00 1.86 1.30 0.00 0.00
POST-N BASE 1.86 30.90 32.00 0.0414 5416.26 1. 01 4.08 1.86 1.30
POST-SE BASE 1.05 30.94 32.00 -0.0069 1205.65 0.99 0.47 0.18 0.63
POST-SI BASE 1.84 30.92 32.00 0.0322 624.17 1.01 1.47 1.02 1.46
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.111 [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
3 yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT03-04 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nue Condi tions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 4.00 23. 77 29.00 0.0027 0.00 3.34 1.44 0.00 0.00
POST-N BASE 3.34 30.99 32.00 0.0291 5576.06 2.00 3.13 3.34 1.44
POST-SE BASE 3.32 31.01 32.00 0.0148 1197.99 2.00 0.36 2.09 0.35
POST-SlY BASE 3.32 31.01 32.00 -0.0295 644.69 2.03 1.12 2.04 1.1%
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearlater
3 yr Ston Event
July 5, 1999
.......... Node Malilu. Conditions - DT03-08 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max I nflol Max Tile Max Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflol (ds) Outflol (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 8.00 24.53 29.00 0.0027 0.00 4.90 1.57 0.00 0.00
POST-N BASE 4.90 31.05 32.00 0.0288 5569.41 4.00 3.44 4.90 1. 57
POST-SE BASE 4.89 31.08 32.00 0.0147 1229.90 4.00 0.38 4.07 0.37
POST-SI BASE 4.89 31. 07 32.00 -0.0295 679.81 4.00 1. 21 4.02 1. 21
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
3 yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT03-24 ...............................................................................
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflow Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) In fl ow (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 13.03 0.79 0.00 0.00
POST-N BASE 13.03 29.62 32.00 0.0047 4035.69 12.00 1.07 13.03 0.79
POST-SE BASE 12.01 30.84 32.00 0.0151 1210.14 12.00 0.12 11.24 0.30
POST-SI BASE 12.04 30.83 32.00 -0.0308 593.22 12.00 0.57 12.04 0.35
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
3 yr StOrl Event
July 5, 1999
.......... Node Malilul Conditions - DT03-3 ................................................................................
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflow Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Ou t flow (ds)
-----------------------------------------------------------------------------------------------------.----------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 12.18 0.29 0.00 0.00
POST-N BASE 12.18 28.70 32.00 0.0035 3850.74 12.00 0.20 12.18 0.29
POST-SE BASE 3.38 30.83 32.00 0.0531 1211.70 12.00 0.04 3.38 0.85
POST-Si BASE 0.00 30.78 32.00 0.0574 575.37 3.38 0.85 0.00 0.00
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
3 yr Storl Event
July 5, 1999
.......... Node MaIilul Conditions - DT03-7 ................................................................................
(Tile units - hours)
Node Group lIu Tile Mu Stage larning Mu Delta Mu Surface Mu Tile Mu Inflow Mu Tile Mu Outflow
Nue Nue Cond i ti ons (ft) Stage (f t) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 29.99 0.06 0.00 0.00
POST-N BASE 29.99 28.44 32.00 0.0014 3245.91 30.59 0.16 29.99 0.06
POST-SE BASE 2.14 30.78 32.00 -0.0092 1211.34 29.99 0.01 0.00 0.00
POST-SI BASE 30.59 30.81 32.00 0.0300 587.08 2.14 0.00 30.59 0.16
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
3 yr StOCl Event
July 5, 1999
********** Node Malilul Conditions - DT03-10 *******************************************************************************
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Del ta Mn Surface Mn Tile IIn Inflo. IIn Tile IIn Outflo.
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ets) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.99 0.07 0.00 0.00
POST-N BASE 29.99 28.45 32.00 0.0014 3261.90 30.60 0.16 29.99 0.07
POST-SE BASE 3.48 30.78 32.00 -0.0092 1211.34 29.99 0.01 0.00 0.00
POST-SI BASE 30.60 30.81 32.00 0.0301 587.13 0.00 0.00 30.60 0.16
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
5yr StOrt Event
July 5, 1999
.......... Node Malilul Conditions - DT5-01 ................................................................................
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mu Delta Mu Surface Mu Tile Mu Inflow Mu Tile Mu Outflow
Nue Nue Cond it ions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (dsJ Outflow (dsJ
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.69 0.00 0.00
POST-N BASE 1.00 29.35 32.00 0.0261 4258.73 1.00 2.94 1.00 0.69
POST-SE BASE 1.00 30.90 32.00 -0.0072 1207.95 1.00 0.34 0.35 0.63
POST-51 BASE 1.00 30.88 32.00 0.0315 611. 61 1.00 1.05 1.00 1.04
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
5yr Ston Event
July 5, 1999
.......... Node MaIilul Conditions - DT5-02 ................................................................................
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflow Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.99 23.38 29.00 0.0027 0.00 1.80 1. 65 0.00 0.00
POST-N BASE 1.80 31.10 32.00 0.0496 5549.26 1.01 4.66 1.80 1.65
POST-SE BASE 1.80 31.12 32.00 0.0099 1252.24 0.99 0.53 0.23 0.62
POST-51 BASE I. 79 31.12 32.00 0.0325 704.32 1.01 I. 66 1.02 1.66
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [IJ
Copyright 1995. Strealline Technolo&ies, Inc.
Ellon Convenience Center - Clearwater
5yr Storl Event
July 5. 1999
.......... Node MaliluJ Conditions - DT5-04 ................................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 3.99 23.77 29.00 0.0027 0.00 3.22 1.88 0.00 0.00
POST-N BASE 3.22 31.19 32.00 0.0356 5502.53 2.01 3.64 3.22 1.88
POST-SE BASE 3.22 31.22 32.00 0.0149 1303.10 2.01 0.41 2.09 0.40
POST-SI BASE 3.20 31. 22 32.00 -0.0295 760.56 2.02 1.30 2.04 1.30
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
5yr Storl Event
July 5, 1999
********** Node Maxilul Conditions - DT5-08 ********************************************************************************
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Del ta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nile Nile Cond it ions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 8.00 24.53 29.00 0.0027 0.00 4.84 1.89 0.00 0.00
POST-N BASE 4.84 31.20 32.00 0.0293 550 I. 61 4.00 3.81 4.84 1.89
POST-SE BASE 4.84 31.23 32.00 0.0148 1304.13 4.00 0.42 4.07 0.41
POST-SI BASE 4.82 31. 22 32.00 -0.0295 761.72 4.00 1.34 4.02 1.33'
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Advanced Interconnected Cbannel l Pond Routing (ICPR Ver 2.11) [1]
Copyrigbt 1995, Strealline Tecbnologies, Inc.
Ellon Convenience Center - Clearlater
5yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT5-24 ................................................................................
(Tile units - bours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil Inflol Mil Tile Mil Outflol
Nile Nile Conditions (ftl Stage (ft) Stage (ft) Area (sf) Inflol (cfsl Outflol (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 13.14 0.90 0.00 0.00
POST-N BASE 13.14 29.93 32.00 0.0059 3783.29 12.01 1.29 13.14 0.90
POST-SE BASE 11. 58 30.84 32.00 0.0320 1210.08 11.99 0.14 2.50 0.72
POST-SI BASE 12.02 30.84 32.00 0.0394 596.77 10.61 0.89 12.02 0.46
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
5yr Stou Event
July 5, 1999
.......... Node Maxilul Conditions - DT5-3 .................................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Del ta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nue Condi tions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow ( ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 12.16 0.35 0.00 0.00
POST-N BASE 12.16 28.75 32.00 0.0035 3976.41 11.99 0.24 12.16 0.35
POST-SE BASE 4.02 30.83 32.00 0.0531 1211.68 11.99 0.04 4.02 0.86
POST-S' BASE 3.01 30.78 32.00 0.0584 575.37 4.02 0.86 3.01 0.06
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
5yr Storl Event
July 5, 1999
.......... Node Maxilul Conditions - DT5-7 .................................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Del ta Max Surface Max Tile Max Inflo. Max Tile Max au t fl ow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.99 0.08 0.00 0.00
POST-N BASE 29.99 28.46 32.00 0.0022 3298.22 30.65 0.42 29.99 0.08
POST-SE BASE 1.18 30.78 32.00 0.0132 1211.34 30.00 0.01 0.00 0.00
POST-SI BASE 30.65 30.84 32.00 0.0569 597.11 0.00 0.00 30.65 0.42
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Advanced Interconnected Channel' Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
5yr StOrt Event
July 5, 1999
********** Node Malilul Conditions - DT5-10 ********************************************************************************
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflo. Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) In fl o. (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.94 0.09 0.00 0.00
POST-N BASE 29.94 28.48 32.00 0.0014 3332.92 29.90 0.18 29.94 0.09
POST-SE BASE 3.15 30.78 32.00 -0.0091 1211.34 30.00 0.01 0.00 0.00
POST-SI BASE 4.52 30.81 32.00 0.0300 587.10 0.00 0.00 4.52 0.16
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
10yr Ston Event
July 5, 1999
tt******** Node Malilul Conditions - DTIO-OI t******t*****************t*****t***********************tt***tt**tt**t***t**tt*t
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflo. Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage 1ft) Area (sf) I of I o. (ds) Outflol (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.74 0.00 0.00
POST-N BASE 1.00 29.48 32.00 0.0304 4150.92 1.00 3.30 1.00 0.74
POST-SE BASE 1.00 30.91 32.00 -0.0072 1207.40 I. 00 0.38 0.32 0.64
POST-SI BASE 1.00 30.89 32.00 0.0321 614.19 1.00 1.18 1.00 1.17.
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
10yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DTI0-02 a.a.....a...........................................a...........a..............
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nile Nue Conditions (ft) Stage (ft) Stage (ft) Area (sO Inflol (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 2.00 23.38 29.00 0.0027 0.00 1. 75 2.05 0.00 0.00
POST-N BASE 1. 75 31.26 32.00 0.0532 5471.74 1.00 5.24 1.75 2.05
POST-SE BASE 1. 75 31.29 32.00 0.0148 1337.76 1.00 0.59 0.22 0.62
POST-SI BASE 1.74 31.29 32.00 0.0326 798.58 1.00 1.86 1.02 1.85
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
10yr StOrl Event
July 5, 1999
********** Mode Maxilul Conditions - DTIO-04 **********t****t**tttttt**tt**tt*tt*ttt*tt*ttt***tttttttt**tt*ttttt**tt**tttttt
(Tile units - hours)
Mode Group Max Tile Max Stage .ami ng Max Delta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Mue Mue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 4.00 23.77 29.00 0.0027 0.00 3.12 2.36 0.00 0.00
POST-M BASE 3.12 31.38 32.00 0.0377 5416.70 2.00 4.18 3.12 2.36
POST-SE BASE 3.12 31.42 32.00 0.0151 1399.24 2.00 0.47 2.10 0.46
POST-SI BASE 3.11 31.41 32.00 -0.0296 866.18 2.03 1.48 2.03 1.48
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I)
Copyright 1995, Strealline Technologies, Inc.
EIIon Convenience Center - Clearwater
10yr Ston Event
July 5, 1999
********** Node MaIilul Conditions - DT10-08 *******************************************************************************
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mu Delta lIu Surface lIu Tile lIu Inflow lIu Tile lIu Ou t fl ow
Nue Nue Conditions 1ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 7.99 24.53 29.00 0.0027 0.00 4.73 2.50 0.00 0.00
POST-N BASE 4.73 31. 42 32.00 0.0298 5394.11 3.88 4.10 4.73 2.50
POST-SE BASE 4.73 31.47 32.00 0.0200 1425.00 3.99 0.49 3.88 0.42
POST-SI BASE 4.72 31.46 32.00 -0.0296 894.38 3.88 1.44 3.87 I. 42
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Advanced Interconnected Channell Pond Routing (ICPR Ver 2.11) [IJ
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
10yr Storl Event
July 5, 1999
********** Node Malilul Conditions - DTI0-24 *******************************************************************************
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflo. Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. Ids) Outflow (ch)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 13.36 1.04 0.00 0.00
POST-N BASE 13.36 30.42 32.00 o . 0074 4520.69 12.00 1.55 13.36 1.04
POST-SE BASE 12.03 30.85 32.00 0.0145 1209.72 12.00 0.17 10.16 0.30
POST-SI BASE 12.02 30.85 32.00 -0.0295 599.42 10.74 0.57 12.02 0.55
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
10yr StOrl Event
July 5, 1999
********** Node Maxilul Conditions - DT10-3 ********************************************************************************
(Tile units - bours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflo. Max Tile Max Outflow
Nue Nue Cond i ti ons (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 12.22 0.44 0.00 0.00
POST-N BASE 12.22 28.86 32.00 0.0023 4212.66 12.00 0.58 12.22 0.44
POST-SE BASE 2.14 30.78 32.00 -0.0091 1211.34 12.00 0.05 0.00 0.00
POST-51 BASE 12.00 30.82 32.00 0.0300 591.04 0.00 0.00 12.00 0.27
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Advanced Interconnected Channel I Pond Routing (ICPR ier 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
10yr Storl Event
July 5, 1999
.......... Node Maxilul Conditions - DTI0-7 ................................................................................
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Del ta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nue Nue Cond it ions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.93 0.09 0.00 0.00
POST-N BASE 29.93 28.48 32.00 0.0014 3339.12 29.90 0.17 29.93 0.09
POST-SE BASE 1.11 30.78 32.00 -0.0092 1211.34 30.00 0.01 0.00 0.00
POST-S' BASE 30.64 30.81 32.00 0.0299 587.07 1.11 0.00 30.64 0.16
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
10yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DT10-l0 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max lnflo. Max Tile Max Outflow
Nile Nile Condi tions 1ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ds) Ou t flo. (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.99 0.11 0.00 0.00
POST-N BASE 29.99 28.51 32.00 0.0014 3400.09 29.95 0.21 29.99 0.11
POST-SE BASE 2.25 30.78 32.00 -0.0092 1211.34 29.99 0.01 0.00 0.00
POST-SI BASE 31.44 30.81 32.00 0.0300 587.13 0.00 0.00 31.44 0.16
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Advanced Interconnected Cbannel l Pond Routing (ICPR Ver 2.11) [1]
Copyrigbt 1995, Strealline Tecbnologies, Inc.
Ellon Convenience Center - Clearwater
25yr Storl Event
July 5, 1999
tttttttttt Node Malilul Conditions - DT25-01 tttttttttttttttttttttttttttttttttttttttttttttttttttttt**ttttttttttttttttttttttt
(Tile units - bours)
Node Group Mn Tile Mn Stage larning Mn Del ta Mn Surface Mn Tile Mn Inflow Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.84 0.00 0.00
POST-N BASE 1.00 29.76 32.00 0.0399 3921.65 1.00 4.00 1.00 0.84
POST-SE BASE 1.00 30.93 32.00 -0.0069 1206.10 1.00 0.45 0.18 0.63
POST-SI BASE 1.00 30.91 32.00 0.0322 618.85 1.00 1. 42 1.00 1.41
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
25yr Ston Event
July 5, 1999
********** Node Malilul Conditions - DT25-02 *******************************************************************************
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Del ta Mil Surface Mil Tile Mil Inflo. Mil Tile Mil Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 2.00 23.38 29.00 0.0027 0.00 1.68 2.86 0.00 0.00
POST-N BASE 1.68 31.54 32.00 0.0592 5337.74 1.00 6.28 1.68 2.86
POST-SE BASE 1.69 31.60 32.00 0.0225 1490.45 1.00 0.72 0.98 0.62
POST-SI BASE 1.68 31.59 32.00 0.0329 965.76 1.00 2.22 0.98 2.1 i
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I)
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
25yr Storl Event
July 5, 1999
.......... Node Malilul Conditions - DT25-04 ...............................................................................
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mil Del ta Mu Surface Mu Tile Mu Inflo. Mu Tile Mu Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 4.00 23.77 29.00 0.0027 0.00 3. 01 3.07 0.00 0.00
POST-N BASE 3.01 31.61 32.00 0.0403 5306.60 1.97 4.81 3.01 3.07
POST-SE BASE 3.03 31. 68 32.00 0.0214 1526.70 2.00 0.55 0.68 0.65
POST-SI BASE 3.01 31.66 32.00 0.0306 1005.11 1. 97 1.71 1.96 1.68
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
25yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DT25-08 ...............................................................................
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Del ta Mn Surface Mn Tile Mn Inflo. Mn Tile Mn Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 8.00 24.53 29.00 0.0027 0.00 4.63 3.23 0.00 0.00
POST-N BASE 4.63 31. 66 32.00 0.0306 5284.43 4.00 4.41 4.63 3.23
POST-SE BASE 4.65 31. 73 32.00 0.0223 1552.72 4.00 0.58 3.69 0.43
POST-SI BASE 4.63 31. 71 32.00 -0.0296 1033.44 3.71 1.47 3.69 1.45
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearlater
25yr Storl Event
July 5, 1999
.......... Node Malilul Conditions - DT25-24 ...............................................................................
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Del ta Mil Surface Mil Tile Mil Inflol Mu Tile Mil Outflol
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) lnflol (ch) Outflol (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 13.23 1.27 0.00 0.00
POST-N BASE 13.23 30.88 32.00 0.0078 5375.93 12.00 1.85 13.23 1.27
POST-SE BASE 13.21 30.91 32.00 0.0608 1207.20 12.00 0.20 1.82 0.87
POST-SI BASE 13.21 30.89 32.00 0.0952 614.63 1.82 0.91 12.02 0.65
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Advanced Interconnected Channel l Pond Routing IICPR Ver 2.11)
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearlater
25yr Ston Event
July 5, 1999
[I]
********** Node Malilul Conditions - DT25-3 ********************************************************************************
ITile units - hours)
Node Group Mal Tile
Nale Nale Conditions
Mal Stage larning Mal Delta Mal Surface
1ft) Stage 1ft) Stage 1ft) Area (sf)
Mal Tile Mal lnflol Mal Tile Mal Outflol
lnflol (cfs) Outflol (cfs)
----------------------------------------------------------------------------------------------------------------------------
BASE
BASE
BASE
BASE
12.00
12.31
30.36
9.02
OUT
POST-N
POST-SE
POST-SI
25.30
29.01
30.83
30.82
29.00
32.00
32.00
32.00
0.0027
0.0027
0.0531
0.0574
0.00
4543.97
1211.70
591.87
12.31
9.02
11.99
30.36
0.53
0.61
0.07
0.85
0.00
12.31
30.36
9.02
0.00
0.53
0.85
0.29
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearlater
25yr StOfl Event
July 5, 1999
tttttttttt Node Malilul Conditions - DT25-7 tttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil Inflol Mil Tile Mil Outflol
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sO Inflol (ds) Outflol (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.89 0.13 0.00 0.00
POST-N BASE 29.89 28.53 32.00 -0.0015 3448.74 29.99 0.23 29.89 0.13
POST-SE BASE 1.08 30.78 32.00 -0.0103 1211.34 29.99 0.01 0.00 0.00
POST-SI BASE 31. 06 30.81 32.00 0.0301 587.14 1.07 0.00 31.06 0.16
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Advanced Interconnected Channel 1 Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearlater
25yr Ston Event
July 5, 1999
.......... Node Maxilul Conditions - DT25-10 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage . larning Max Del ta Max Surface Max Tile Max Inflol Max Tile Max Outflol
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflol (ds) Outflol (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.99 0.18 0.00 0.00
POST-N BASE 29.99 28.59 32.00 0.0036 3596.49 29.99 0.09 29.99 0.18
POST-SE BASE 2.74 30.83 32.00 0.0523 1211.68 29.99 0.02 2.74 0.86
POST-SI BASE 2.12 30.78 32.00 0.0584 575.37 2.74 0.86 2.12 0.00
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [IJ
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clear.ater
50yr Storl Event
July 5, 1999
********** Node Maxilul Conditions - DT50-01 *******************************************************************************
(Tile units - hours)
Node Group Mil Tile Mu Stage larning Mil Delta Mil Surface Mil Tile Mil I nflo. Mu Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.88 0.00 0.00
POST-N BASE 1.00 29.89 32.00 0.0448 3819.44 1.00 4.35 1.00 0.88
POST-SE BASE 1.00 30.94 32.00 -0.0069 1205.38 1.00 0.49 0.25 0.62
POST-SI BASE 1.00 30.91 32.00 0.0325 620.91 1.00 1.54 1.00 1.52
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) (I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear,ater
50yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT50-02 ...............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage 'arning Max Delta Max Surface Max Tile Max Inflo' Max Tile Max Outflo,
Nue Nue Cond i ti ODS (ft) Stage (ft) Stage (ft) Area (sf) Inflo, (ds) Outflo, (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 2.00 23.38 29.00 0.0027 0.00 I. 66 3.27 0.00 0.00
POST-N BASE 1.66 31.67 32.00 0.0620 5277.70 0.97 6.52 I. 66 3.27
POST-SE BASE 1.67 3l.75 32.00 0.0281 1560.94 1.00 0.78 0.95 0.64
POST-SI BASE 1.66 31. 73 32.00 0.0336 1042.42 0.96 2.30 0.93 2.24
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
50yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT50-04 ...............................................................................
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil Inflo. Mu Tile Mil Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) In fl o. (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 4.01 23.77 29.00 0.0027 0.00 2.95 3.46 0.00 0.00
POST-N BASE 2.95 31.72 32.00 0.0416 5251.51 1.88 4.94 2.95 3.46
POST-SE BASE 2.98 31.81 32.00 0.0246 1592.49 2.01 0.60 0.62 0.65
POST-SI BASE 2.95 31. 79 32.00 0.0308 1076.28 1.89 1.75 1.87 1.72
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
50yr Ston Event
July 5, 1999
tttttttttt Node Maxilul Conditions - DT50-08 ttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mu Delta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Ou t flow (ds)
----------------------------------------------------------------------------------------------------------------------------
OOT BASE 8.00 24.53 29.00 0.0027 0.00 4.58 3.79 0.00 0.00
POST-N BASE 4.58 31. 82 32.00 0.0306 5208.22 4.00 4.87 4.58 3.79
POST-SE BASE 4.61 31.92 32.00 0.0282 1644.42 4.00 0.64 0.99 0.70
POST-SI BASE 4.58 31.89 32.00 0.0304 1132.60 3.58 1. 47 3.57 1.44
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
50yr Ston Event
July 5, 1999
.......... Node Malilul Conditions - DT50-24 ...............................................................................
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil lnflo. Mil Tile Mil Outflo.
Nale Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) lnflo. (cfs) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 12.89 1.49 0.00 0.00
POST-N BASE 12.89 31.02 32.00 0.0080 5587.16 II. 82 1.95 12.89 I. 49
POST-SE BASE 12.89 31.04 32.00 0.0144 1210.50 12.00 0.22 12.20 0.39
POST-SI BASE 12.88 31.03 32.00 -0.0295 658.45 12.20 0.85 11.82 0.68
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clear.ater
50yr StOel Event
July 5, 1999
.......... Node Malilul Conditions - DT50-3 ................................................................................
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Delta Mil Surface Mil Tile Mil Inflo. Mil Tile Mil Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflo. (ds) Outflow ( ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 12.34 0.58 0.00 0.00
POST-N BASE 12.34 29.11 32.00 o . 0034 4459.78 8.87 0.63 12.34 0.58
POST-SE BASE 30.38 30.83 32.00 0.0531 1211. 70 11.99 0.07 30.38 0.85
POST-SI BASE 8.87 30.82 32.00 0.0574 591.95 30.38 0.85 8.87 0.29
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
50yr Ston Event
July 5, 1999
********** Node Maxilul Conditions - DT50-7 ********************************************************************************
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Delta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nale Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Ou t flow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 30.00 0.14 0.00 0.00
POST-N BASE 30.00 28.54 32.00 -0.0017 3488.51 29.96 0.25 30.00 0.14
POST-SE BASE I. 05 30.78 32.00 -0.0103 1211.34 30.00 0.02 0.00 0.00
POST-SI BASE I. 09 30.81 32.00 0.0299 586.81 1.04 0.00 I. 09 0.16
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I)
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
50yr Stofl Event
July 5, 1999
********** Node Maxilul Conditions - DT50-10 *******************************************************************************
(Tile units - hours)
Node Group Max Tile Max Stage larni ng Max Delta lIax Surface Max Tile Max Inflow Max Tile Max Ou t fl ow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.99 0.20 0.00 0.00
POST-N BASE 29.99 28.61 32.00 0.0035 3636.49 29.99 0.10 29.99 0.20
POST-SE BASE 1.87 30.83 32.00 0.0533 1211.70 29.99 0.02 1.87 0.85
POST-SI BASE 0.00 30.78 32.00 0.0574 575.37 1.87 0.85 0.00 0.00
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) III
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
********** Node Malilul Conditions - DTIOO-OI ******************************************************************************
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mu Delta Mu Surface Mu Tile Mu Inflow Mu Tile Mu Outflow
Nue Nue Cond it ions (ft) Stage (ft) Stage (ft) Area (sf) I nflo. (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 1.00 23.19 29.00 0.0027 0.00 1.00 0.96 0.00 0.00
POST-N BASE 1.00 30.13 32.00 0.0515 3979.44 1.00 4.95 1.00 0.96
POST-SE BASE 1.00 30.96 32.00 -0.0068 1203.80 1.00 0.56 0.22 0.62
POST-SI BASE 1.00 30.92 32.00 0.0327 624.20 1.00 1.74 1.00 I.B
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[I
Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
.......... Node Maxilul Conditions - DTIOO-02 ..............................................................................
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mu Delta Mu Surface Mu Tile Mu I nf low Mu Tile Mu Ou t flow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
-----------.----------------------------------------------------------------------------------------------------------------
OUT BASE 2.00 23.38 29.00 0.0027 0.00 1.58 4.63 0.00 0.00
POST-N BASE 1.58 32.04 32.00 0.0707 5102.95 0.86 7.21 1. 58 4.63
POST-SE BASE 1.62 32.18 32.00 0.0411 1774.11 1.00 0.98 0.83 0.69
POST-SI BASE 1. 59 32.15 32.00 0.0423 1272.62 0.84 2.52 0.81 2.45
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Advanced Interconnected Cbannel 1 Pond Routing (ICPR Ver 2.11) (1]
Copyright 1995, Stre.lline Technologies, Inc.
Ellon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
tttttttttt Node Malilul Conditions - DTI00-04 tttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttttt
(Tile units - hours)
Node Group Mil Tile Mil Stage larning Mil Del ta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
------------------------------------------------------------------------------------------------------------.---------------
OUT BASE 3.99 23.77 29.00 0.0027 0.00 2.87 4.09 0.00 0.00
POST-N BASE 2.87 31.90 32.00 0.0433 5.169.36 1. 77 5.12 2.87 4.09
POST-SE BASE 2.91 32.02 32.00 0.0279 1693.20 1. 99 0.68 0.54 0.65
POST-SI BASE 2.88 31.99 32.00 0.0309 1184.66 1. 79 1.82 1.77 1. 78
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
********** Node Malilul Conditions - DTI00-08 ******************************************************************************
(Tile units - hours)
Node Group Mn Tile Mn Stage larning Mn Delta Mn Surface Mn Tile Mn Inflow Mn Tile Mu Outflow
Nue Nue Conditions (ft) Stage W) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
------------------------------------------------------------.---------------------------------------------------------------
OUT BASE 7.99 24.53 29.00 0.0027 0.00 4.51 4.60 0.00 0.00
POST-N BASE 4.51 32.03 32.00 0.0298 5105.53 4.01 S.58 4.51 4.60
POST-SE BASE 4.56 32.18 32.00 0.0551 1772.03 3.99 0.74 0.81 0.85
POST-SI BASE 4.52 32.14 32.00 0.0571 1269.67 4.01 1.81 4.62 1. 59
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Advanced Interconnected Channel l Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
.......... Node Maxilul Conditions - DT100-24 ..............................................................................
(Tile units - hours)
Node Group Max Tile Max Stage larning Max Del ta Max Surface Max Tile Max Inflow Max Tile Max Outflow
Nue Nue Condit ions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (cfs)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 o .0027 0.00 12.67 1.84 0.00 0.00
POST-N BASE 12.67 31.17 32.00 0.0077 5S1 1.81 11.85 2.13 12.67 1.84
POST-SE BASE 12.67 31.20 32.00 0.0326 1292.66 12.00 0.25 1.70 0.72
POST-SI BASE 12.67 31. 20 32.00 0.0380 749.12 8.06 0.89 11.67 0.70
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [I]
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
.......... Node Maxilul Conditions - DTIOO-3 ...............................................................................
(Tile units - hours)
Node Group Mu Tile Mu Stage larning Mil Delta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nile Nile Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.01 25.30 29.00 0.0027 0.00 12.37 0.65 0.00 0.00
POST-N BASE 12.37 29.25 32.00 0.0041 4341. 73 11.99 0.71 12.37 0.65
POST-SE BASE 30.39 30.83 32.00 0.0531 1211.70 11.99 0.08 30.39 0.85
POST-SI BASE 8.72 30.82 32.00 0.0574 592.00 30.39 0.85 8.72 0.29
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [1]
Copyright 1995, Strealline Technologies, Inc.
Ellon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
********** Node Malilul Conditions - DT100-7 *******************************************************************************
(Tile units - hours)
Node Group Mil Tile Mil Stage laming Mil Delta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (ds) Outflow (ds)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 30.00 0.16 0.00 0.00
POST-N BASE 30.00 28.57 32.00 -0.0019 3539.11 29.98 0.27 30.00 0.16
POST-SE BASE 0.37 30.78 32.00 -0.0087 1211.34 30.00 0.02 0.00 0.00
POST-SI BASE 29.98 30.81 32.00 0.0299 587.44 0.00 0.00 29.98 0.17
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Advanced Interconnected Channel I Pond Routing (ICPR Ver 2.11) [IJ
Copyright 1995, Strealline Technologies, Inc.
Exxon Convenience Center - Clearwater
100yr Storl Event
July 5, 1999
********** Node Maxilul Conditions - DTIOO-IO ******************************************************************************
(Tile units - hours)
Node Group Mil Tile Mil Stage larn i ng Mil Delta Mil Surface Mil Tile Mil Inflow Mil Tile Mil Outflow
Nue Nue Conditions (ft) Stage (ft) Stage (ft) Area (sf) Inflow (cfs) Outflow Ids)
----------------------------------------------------------------------------------------------------------------------------
OUT BASE 12.00 25.30 29.00 0.0027 0.00 29.97 0.20 0.00 0.00
POST-N BASE 29.97 28.61 32.00 -0.0023 3642.10 29.92 0.34 29.97 0.20
POST-SE BASE 1.14 30.78 32.00 -0.0091 1211.34 29.99 0.02 0.00 0.00
POST-SI BASE 29.92 30.82 32.00 0.0300 588.86 0.00 0.00 29.92 0.21
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Appendix E
Pond Drawdown Calculations
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UNSATURATED INFILTRATION ANALYSIS
USING 'IODRET ' PROGRAI
Written By Nicolls E. Aldreyev,P.E.
( larch, 1989 )
SUKlARY 0' INPUT PAlAIETERS
---------------------------
---------------------------
POID IAIE I IUIBER : Ponds SE l SI
AVERAGE POND BOTTOI LENGTH ===================)
AVERAGE POND BOTTOI IIDTH ====================)
AVERAGE SEPARATION IETIEEN BOTTOI l HGIT ====:)
VERTICAL HYDRAULIC CONDUCTIVITY =:::::::::=:::)
FACTOR OF SAFETY FOR (vu :::::::::::::::::::::)
AYE RAGE EFFECTIVE STORAGE COEFFICIENT ::::::::)
RESULTS OF UISATURATED INFILTRATIOI
-----------------------------------
-----------------------------------
INFILTRATION YOLUIE, Vu :
0.01595 IC-ft
IIIIIUI TIlE TO INFILTRATE Vu, TIlt: 4.80 hrs
90.000 ft
19 . 300 it
2.000 it
4.000 it/d
2.000
0.200
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SATURATED INFILTRATION ANALYSIS
USING 'IODiET ' PROGRAM
'ritten Iy Nicolai E. Andreye',P.E.
( lard, 1989 )
SUMMARY OF INPUT PARAMETERS
---------------------------
---------------------------
POND IAIE I NUIIER : Ponds SE l S'
AVERAGE 'ETTED POND LENGTH ::::::::::::::::::::::) 90.000 ft
AVERAGE 'ETTED POND .IDTH :::::::::::::::::::::::) 19.300 ft
AVERAGE ELEVATION OF 10TTOI OF AQUIFER ::::::::::) 22.000 ft
AVERAGE ELEVATION OF DESIGR GROUNDIATER TABLE :::) 28.000 ft
AVERAGE ELEVATION OF POND 10TTOM ::::::::::::::::) 30.000 ft
ELEVATION OF DESIGN OVERFLOI FROM POND ::::::::::) 30.780 ft
AVERAGE HORIZONTAL HYDRAULIC CONDUCTIVITY:::::::) 2.000 ft/d
AVERAGE EFFECTIVE STORAGE COEFF. OF SOIL ::::::::) 0.200
AVERAGE STORAGE COEFFICIENT OF PORD AiEA ::::::::) 1.000
STRESS TIME RECHARGE TO RECHARGE OUTSIDE
PERI 00 INCREMENT PORD AlEA POND AREA
No. ( lOURS ) ( ft/d., ) ( ft/da, )
------------ ------------- -------------- ----------------
1.00000 2.40000 2.47553 0.00000
2.00000 16.80000 0.00000 0.00000
3.00000 48.00000 0.00000 0.00000
4.00000 24.00000 0.00000 0.00000
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SUIKARY OF 'KOORET' RESULTS
---------------------------
---------------------------
POND NAKE I 10.: Ponds SE l 51
STRESS CUD1IUTIVE 'ATER INFILTRATION .EII
TillE ELEVATION lATE OVERFLO'
PERIOD (krs. ) (feet) (cfs ) (cubic ft.)
---------- ---------- ----------- ------------- .----------
0 0.000 28.000 0.000 0.000
I 2.400 30.180 0.014 0.000
2 19 . 200 29.960 0.006 0.000
3 67.200 29.670 0.003 0.000
4 91. 200 29 .s 60 0.002 0.000
_ _ _. _ _ _ _ _ll _ _ _. _ _ _ _ _... _ _ _
Exxon Convenience Center
Clearwater
Date: 4/6/99
Project Number: 98-018.06
North Pond
Q=CA *(2gH)^.5
C=.6
ORIFICE RELEASES TOTAL P.A.V. IN 206.86 HRS
D1A.=~IN.
P.A.V.= 0.096 (AC-FT) ORIFICE RELEASES 50% OF P.A.V. IN 62.33 HRS
AVG. AVG. INC. INC. TOTAL INC. TOTAL
EL H AREA FLOW FLOW AREA DEPTH VOL. VOL. TIME TIME
(FT) (FT) (AC) (CFS) (CFS) (AC) (FT) (AC-FT) (AC-FT) (HR) (HR)
28.30 1.30 0.081 0.011
0.010 0.080 0.22 0.018 0.018 20.66 20.66
28.08 1.08 0.079 0.010
0.009 0.078 0.21 0.016 0.034 21.14 41.79
27.87 0.87 0.076 0.009
0.008 0.075 0.22 0.017 0.050 24.33 66.12
27.65 0.65 0.074 0.008
0.007 0.073 0.22 0.016 0.066 28.00 94.12
27.43 0.43 0.071 0.006
0.005 0.070 0.21 0.015 0.081 33.57 127.69
27.22 0.22 0.069 0.004
0.002 0.068 0.22 0.015 0.096 81.44 209.13
27.00 0.067
98-018.06\drwdwnor.xls
Pond
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Appendix F
Stann Sewer Table
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Storm Sewer Design
Project: Exxon - Cl Engineer:GRC ROeld: 01806-el Loceltion:PInellos
Return Period: 10 yeells Count)':Pinelles DrOlnelge Coeffidents. C1 .0.9 C2. 0.00 C3. 0.00
Oullelll Ground Elevation (leet) :27.00 Outfell Hydraulic Grode (leet) :27.50
03-08-1999
1.28
11 59
0.06 0.0131 0.170
81.&
0.39
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