1501 GULF TO BAY BLVDBCP2004-08609�
CITY OF CLEARWATER - PLANNING & DEVELOPME #``(j
i
® TREE REMOVAL PERMIT;
99�ATE�E��� 5 a G
v1f o bG� �_ C;cc�e V
NAME OF OWNER X0°6t�iA �"��t2,PV.� �� KIRc�'� D =� . {l FC3R (�EIVI >E °
SITE ADDRESS t C 0uL_ - • C
PHONE 09 50 •See "A' below
OWNER'S ADDRESS 0 a Lou;-6i Aw A - 44nut5rt Q 'Ty - '5 ❑ Hazardous
LOCATION OF TREE(S) ON LOT ELP, L"w,,E We"L/_ .0 ❑ Declining
SPECIES AND NUMBER OF TREE(S) (20 L.ti, E) Dead
❑ Other (Specify)
TO APPLICANT: A non - refundable fee of $15,00 for up to five trees to l
be removed, plus $3.00 for every tree above 5 to be
removed is require` Fee Recd. $ �JS
:,,� Date
A) CONSTRUCTION
1. For new construction, additions or (%W&dffications of a pro e which involve the removal of a protected tree(s),
a site plan Is required. This site plan mu6e a minimum scale of 1 "=2 off` r single family lots, or 1 " =50' for all others. The
site plan must include:
a. Major Changes of Grade f. Proposed Number of Parking Spaces J. All Protected Trees Including:
b. Structure Locations g. Proposed Underground Utilities (I.) Diameter of 4.5' above grade (DBH)
c, Driveways and Walks h. Zoning Setbacks (ii.) Surveyed Location
d. Parking Arrangement 1. All easements and Rights -of -Way (iii.) Species
e. Required Number of Parking Spaces (iv.) Diseased or Insect Infested Trees
TAmy_ fiEpLAezPQ S k. Tree Barricade Detail & Locations
2. Protective barriers are required around all trees remaining on site during construction. These barricades must remain
intact during construction. The barriers must meet City Specifications.
B) REPLACEMENTS
1. Tree replacement minimum standards: 10' overall height, 2.5" caliper, Florida Grade #1. See Inspectors note below to
determine the number of replacement trees required. Replacements required within 30 days.
I hereby certify that as property owner or as representative of the property owner, I have verified that the tree(s) sought
to be removed is wholly on property owned by the above - identified property owner, and should it be determined that
the tree(s) are located wholly or partially on property owned by some other person, then, I agree to hold the City of
Clearwater harmless in any claim made for wrongful removal of such tree(s). I hereby certify that this application together
with any p ans submitted Is a true representation of all facts concerning the proposed removal of the tree(s). Any deviation
fro permit issued sh II render it null and void and be considered a violation of the Community Development Code.
1 ,ate V_L
Signature of ner or applicant Printed Name
Z 11 , as �e wu aA _ t �G. aI►G� ; >! t� C,
Address Agency Representing OCL fO
,
PL--- 11 fit.- -3z105 40-1 - P ?,o 0860 69g -J
City State Zip Phone /Cell Fax m
DO NOT WRITE BELOW THIS LINE - Not Valid Until Signed By City Manager or his Designated Agent
Community �evelopmerft Coordinator or Designee /Inspector Valid fof six mdnths from the date of issuance.
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03
'• Y
Inspector's Comments:
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Requir d Replacement Trees:
LJL C C
� om
(DO �
Applicable Code Section: �Z
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Based on the Inspector's comments and information submitted, the above removal application is:
00 F- c
ZO
❑ Approved as Submitted pproved- Modified as Noted Above
❑ Denied '�' ^�
Signe �, Date: d.
Community �evelopmerft Coordinator or Designee /Inspector Valid fof six mdnths from the date of issuance.
1362.0001 -GC White - Planning & Development Services Yellow - Applicant Rev. 2-03
'rV NA
CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Telephone (727) 562 -4720 Fax (727) 562 -4735
J YfQ�
Compliance Notice
Planning
Department
CIRCLE K STORES INC
ATTN RENT AND PROPERTY TAX DEP
1130 W WARNER RD BLDG B
TEMPE, AZ 85284
RE: 1501 GULF TO BAY BLVD
Dear Property Owner:
CDC2008 -01980
The City of Clearwater Planning Department has done a re- inspection at the above address and has
found the property is in compliance of the following City code:
Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND
DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the time of original plantinc� in accordanceWit11 , the approved landscape
g//// ,�
Ian. ( / .
DATE MAILED: 9/8/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
inspectorUgnature
r:\Forms\CDC—Compliance-Tree.rpt
Planning
Department
CITY OF CLEARWATER
MUNICIPAL SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
Telephone (727) 562 -4720 Fax (727) 562 -4735
CIRCLE K STORES INC
ATTN RENT AND PROPERTY TAX DEP
1130 W WARNER RD BLDG B
TEMPE, AZ 85284
RE: 1501 GULF TO BAY BLVD
Dear Property Owner:
Courtesy Notice
CDC2008 -01980
The City of Clearwater Planning Department has done an inspection at the above address and has found
the property is in violation of the following City code:
Section of City Code violated: 3- 12041. Facts behind violation: * *DEAD, DECLINING, MISSING AND
DISEASED PLANT MATERIAL ** shall be replaced with healthy material of similar type in keeping with the
landscaping requirements at the time of original planting and in accordance with the approved landscape
plan.
Specifically, To be in Compliance with Section 3 -1204 Part B and L you must replace the
shrubs missing in the perimeter hedge that surounds the property. Replace the missing
Podocarpus bushes on the West wall of the building. Install the 200 4" Annuals at the Gulf
to Bay entrance. Replace the missing Indian Hawthorne on the East wall of the building.
Rplace the missing live oak from the West side of the Trash enclosure with a Florida Grade
#1 live oak. Replace the 2 missing slash pines from the East side of the trash enclosure with
2 Florida Grade #1 Slash Pine trees. Replace the missing Chinese Elm with a Florida Grade
#1 Chinese or Drake Elm. Mulch any and all landscaping beds.
No further action is required on your part if the violation is corrected by August 21, 2008.
Our goal is to achieve voluntary compliance through education, communication and cooperation. We
would appreciate your assistance in achieving this goal. If you have any questions concerning this matter,
or if you need any additional information, please do not hesitate to contact the City of Clearwater Planning
Department.
DATE MAILED: 7/21/2008
INSPECTOR: Matthew Anderson
INSPECTOR TELEPHONE: 562- 4567xt2504
Inspector Signature
rA Form s \CLW CourtesyLtrC DC. rpt
V
ITY OF C LEARWATER
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 -4865
PLANNING DEPARTMENT
Section 3 -1204. Installation and maintenance.
A. All required landscaping shall be installed in accordance with an approved
landscape plan, including all specified conditions' to a particular development
approval, and inspected prior to the issuance of a certificate of occupancy. In the
event there are any changes to the approved landscape plan, such changes
must be reviewed and approved and noted on the plan prior to notification for the
final inspection for a certificate of occupancy.
B. All landscaped areas must be covered with shrubs, ground cover, turf, three
inches of organic mulch or other suitable material, which permits percolation.
Where mulch is used, it must be protected from washing out of the planting bed.
Inorganic mulch, such as gravel or rock, should only be used where washouts
occur. Plastic sheets shall not be installed under mulches.
C. Trees, which are balled, and burlapped must have the burlap removed or
folded down at the time of planting. All twine or rope must be removed. If wire
baskets are used, the upper rows must be cut before planting. If stakes or guy
wires are used to support a tree, the wire must be covered with protective
material where it is in contact with the tree and the stakes or guy wires must be
removed after one year.
D. All landscaping required by this division mist be proter_.ted frnm vehir- filar
S� and pedestrian traffic by the installation of curbing and wheel stops, or other
protective devices along the perimeter of any landscaping which adjoins
c4Q vehicular use areas or sidewalks. These protective devices shall have a
minimum height of six Inches above grade.
E. Landscaping shall be installed in a manner, which minimizes conflicts
between the landscaping and signage and utilities.
O -mot F. No parking, display of vehicles or outdoor storage or display of merchandise
is permitted in or over any required landscaped area, nor are vehicles permitted
to overhang any required landscaped area.
G. Soil in which required landscaping is to be installed must be generally
indigenous to the locale. Soil must be loose, friable and free of limestone and
other construction materials, roadbase material, rocks, weeds, grasses, hardpan
clay or other debris. pH shall be adjusted where necessary to be compatible with
the plant species being installed. Soil shall be slightly swaled to retain surface
stormwater. Backfill soil material shall be thoroughly watered in and around plant
root balls to prevent any air pockets. The use of amended and enriched soils
may be required where necessary to increase the water retention capabilities of
soils in order to reduce the amount of watering needed to meet the landscaping
water requirements.
FRANK HIBBARD; MAYOR
JOHN DORAN, COUNCILMEMBER J.B. JOHNSON, COUNCIL14FMBER
BILLJONSON, COUNCILMEMBER CARLEN -A. PETERSEN, COUNCILUAENIBER
H. To minimize traffic hazards, at street or driveway intersections, all
landscaping installations must provide unobstructed views in accordance with the
sight triangle requirements in Article 3, Division 9.
I, The owner and tenant, if any, are jointly and severally responsible for the
regular and continuous maintenance and protection of all required landscaping,
including the irrigation system, which shall be maintained in a healthy growing
condition so as to present a neat and orderly appearance, free from refuse,
debris and weeds.
J. Required shade trees planted shall not be topped, shaped or severely
pruned, but must be allowed to grow to maturity and attain their natural form so
that crown development is not inhibited.
K. All landscaping near public sidewalks must be maintained to allow
unobstructed passage of pedestrians.
L. Dead, declining, missing and diseased plant material shall be replaced with
healthy material of similar type in keeping with the landscaping requirements at
the time of original planting and in accordance with the approved landscape plan.
M. Landscaping will be inspected periodically by the City, but not less frequently
than every three years to ensure that proper maintenance is provided.
(Ord. No. 6526 -00, § 1, 6- 15 -00; Ord. No. 6928 -02, § 55, 5 -2 -02)
Pinellas County Property Appraiser Information: 14 29 15 22770 000 0010 Page 2 of 4
14 1 29 1 15 1 22770 1 000 1 0010
i5 -Jul -2008 Jim Smith, CFA Pinellas County Property Appraiser 15:38:36
Ownership Information
Non - Residential Property Address, Use, and
Sales
CIRCLE K STORES INC
OBK: 15534 OPG: 2487
ATTN RENT AND PROPERTY TAX DEPT
1130 W WARNER RD BLDG B
TEMPE AZ 05284-2616
EVAC: Non -EUAC
Comparable sales value as
Prop Addr: 1501 GULF TO BAY BLVD
of Jan 1, 2007, based on
Census Tract: 265.00
Sales from 2005 - 2006:
0
Sale Date OR Book /Page Price (Qual /UnQ) Vac /Imp
Plat Information
12/2,006 15,534/2,487 1,300,000 (U)
I
1925: Book 010 Pgs 052-
12/1,998 10,351/2,053 603,200 (H)
I
0000: Book Pgs -
10/1,98.9 7,106/2,389 1,489,100 (H)
I
0000: Book Pgs -
0 /0 01 0 0 { )
2007 Value
EXEMPTIONS
Just /Market: 727,900
Homestead: NO
Ownership %
.000
Govt Exem: NO
Use %:
.000
Assessed /Cap: 727,900
Institutional Exem: NO
Tax Exempt %:
.000
Historic Exem: 0
Taxable: 727,900
Agricultural: 0
2007 Tax Information
District: Co
Seawall: Frontage:
Clearwater
View:
07 Tax: 14,512.22
Land Size Unit Land Land
Land
Front 'x Depth Price Units
Meth
07 Millage: 19.9371
1) 0 x 0 20. 00 30,324. 00
S
07 Spec Asmt: .00
2) 0 x 0 .00 .00
3) 0 x 0 .00 .00
Without the Save -Our -Homes
4) 0 x 0 .00 .00
cap, 2007 taxes will be
5) 0 x 0 .00 .00
14, 512. 22
6) 0 x 0 . 00 00
Without any exemptions,
2007 taxes will be
14,512.22
Short Legal DRUID HILLS
LOTS 1, 2, 4 & 18 LESS T/A
Description IN NW COR OF
LOT i FOR RD R/W
Building Information
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ATER�;,
August 06, 1999
CITY OF C LEARWATE R
PLANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE BOX 4748, CLEARWATER, FLORIDA 33758 -4748
MUNICIPAL. SERVICES BUILDING, 100 SOUTH MYRTLE AVENUE, CLFARWATFR, FLoRIDA 33 756
TELEPHONE (727) 562 -4567 FAX (727 ) 562-4576
NOTICE OF VIOLATION
The below referenced site is in non - compliance with the landscape ordinance and
landscape plan submitted at the time of development or modification. Questions
concerning this report should be directed to Scott Kurleman at 727 -562 -4746.
SITE: - Texaco
OWNER: Motiva Enterprises LLC
1100 Louisiana St. #2200
Houston, TX 77002
SITE ADDRESS: 1501 Gulf To Bay Blvd.
PARCEL I.D. # 14- 29 -15- 22770 -000 -0010
INSPECTION DATE: 08 -06 -99
NOTICE OF VIOLATION COMPLIANCE DATE: 08 -27 -99
CODES VIOLATED: 3 -1204 (B)(I)(L).
d
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Cc�Qf�
REQUIREMENTS: Install 252 24" shrubs, 6 -2" shade trees and 200 bedding plants
which were required per the approved site plan and since removed or have died. Install
or repair irrigation system. Landscaping shall be maintained in a healthy growing
condition so as to present a neat and orderly appearance and kept free of refuse and
debris. All material must be Florida Grade #1 or better and of the size required on the
landscape plan. Recommend ON SITE MEETING
Failure to correct the VIOLATIONS by the notice of violation compliance date will
result in legal action by the Code Enforcement Board of the City of Clearwater, or by the
Pinellas County Court. Such action
may result in a fine.
SIGNATURE:
ONE TTY. ONE FuTuRE.
BRLkC J• ACNGST, NLAIOR- COMMISSIONER
ED HOOPF.R, VICE MAYOR- COMUIISSIONER BOB CLARK, COM.MISSIONFR
ED H•V2T, CONUIISSIONER ® J.B. JOHNSON, JR., CONU ISSIONER
"EQU.•;L EmPLMNI F,NT AND AFFIR.AL4TIVE ACTION EMPLOYER"
,�,;, Z. ITY OF LEARWATER
�r- �o PLANNING & DEVELOPMENT SERVICES ADMINISTRATION
POST OFFICE Box 4748, CLEAR% ATER, FLORIDA 337-8 -4748
gTER ��
MUNICIPAL SERVICES BUILDING 100 SOUTH MYRTLE AVENUE, CLF-ARWATER, FLORIDA 33756
TELEPHONE (727) 562 -4567 FAx (727) 562-4576
NOTICE OF VIOLATION
August 06, 1999
The below referenced site is in non - compliance with the landscape ordinance and
landscape plan submitted at the time of development or modification. Questions
concerning this report should be directed to Scott Kurleman at 727 -562 -4746.
SITE: - Texaco
OWNER: Motiva Enterprises LLC
1100 Louisiana St. #2200
Houston, TX 77002
SITE ADDRESS: 1501 Gulf To Bay Blvd.
PARCEL I.D. # 14- 29 -15- 22770 - 000 -0010
INSPECTION DATE: 08 -06 -99
NOTICE OF VIOLATION COMPLIANCE DATE: 08 -27 -99
CODES VIOLATED: 3 -1204 (B)(I)(L).
REQUIREMENTS: Install 252 24" shrubs, 6 - 2" shade trees and 200 bedding plants
which were required per the approved site plan and since removed or have died. Install
or repair irrigation system. Landscaping shall be maintained in a healthy growing
condition so as to present a neat and orderly appearance and kept free of refuse and
debris. All material must be Florida Grade #1 or better and of the size required on the
landscape plan. Recommend ON SITE MEETING
Failure to correct the VIOLATIONS by the notice of violation compliance date will
result in legal action by the Code Enforcement Board of the City of Clearwater, or by the
Pinellas County Court. Such action may result in a fine.
SIGNATURE:
\E CITY. ONE FUTURE.
BRLAN J. AUNGST, N'IAYOR- COMMISSIONER
ED HOOPER, VICE A'LAYOR-COMMISSIONER BOB CLARK, COMMISSIONER
ED HART, COMMISSIONER ® J. B. JOHNSON-JR., COMMISSIONER
"EQUAL. Emnm-NIENT AND AFFIRnATIVE ACTION EMPLOYER"
PN10 -01 CITY OF CLEARWATER ATTN:ENGI
PARCEL ID 14- 29 -15- 22770 - 000 -0010 PAZIP YRBLT /EFF FLRS TOT SQFT $ /SQFT AVR
1501 GULF TO BAY BLVD 33755 1990 1990 1,945 310.12 1.77
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT == HEAT SQFT
MOTIVA ENTERPRISES LLC 1 22 CONVENIENCE STORE 1,800
1100 LOUISIANA ST STE 2200 LEGAL DESCRIPTION CENSUS PBOOK /PG
HOUSTON TX DRUID HILLS 265.00 10 52
77002 LOTS 1 AND 2 LESS T/A IN NBHD
LOT SIZE = => ISC COUNTY NW COR OF LOT 1 FOR RD R/W
16,524 SQ FT
YEAR IMPROVEMENT
1998 143,500
SALE DATE AMOUNT
OCT. 1998 603,200
OCT. 1989 1,489,100
153 X 108
LAND ASSESSMENT AS /FT YEAR TAXES PD D TX /FT
196,600 340,100 188.94 1998 7,748.50 Y N 3.98
BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
10351 2053 SW M
7106 2389 M K
MKT YR BLDG LAND TOT VALUE = = = == LAND / PROPERTY USE = = = == HOMESTD LP
98 143,500 196,600 340,100 11 322 CONVENIENCE STORE 0 N
MORTGAGE COMPANY AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
STAR ENTERPRISE 02/16/1994 05/28/1998
ENTER =FWD F1 =DOCS F2 =BLDG F4 =TAX F5 =LGL F7 =DIM F8 =XFEAT F13 =SKTCH F6 =COMP MENU
RN10 RECENT DEED PRESENT - F1 =VIEW ISC
Kurleman. Scott
From: Dougall- Sides, Leslie
Sent: Friday, February 19, 1999 3:21 PM
To: Kurleman, Scott
Subject: Ownership of Parcels
Accoriding to our ATIDS search, on ownership of Texaco you show current owner correctly. Re Froggy's I have
asked John to review as well since situation is quite convoluted with various leases, subleases, and receiverships.
Hope to get back to you Mon. on that.
Page 1
Kurleman, Scott
From: Dougall- Sides, Leslie
Sent: Thursday, February 18, 1999 3:43 PM
To: Kurleman, Scott
Subject: RE: ownership
The property appraiser shows ownership as you indicate but I am having Gina run a search also, will get to you
tomorrow. Sorry for the delay on the last set...
From: Kurleman, Scott
Sent: Thursday, February 18, 199910:56 AM
To: Dougall- Sides, Leslie
Subject: ownership
I have 2 more parcels to verify ownership......
Froggy's Night Club
18- 29 -16- 85681 - 000 -0020
2516 gulf To Bay Blvd
Equator Inc.
3000 Gulf To Bay Blvd
Clearwater, FL 33759 -4304
Texaco A
14- 29 -15- 22770 - 000 -0010
1501 Gulf To Bay blvd.
Motiva Enterprises LLC
1100 Louisiana St. #2200
Houston, TX 77002
Thank you very much..
What is the status of Pick Kwik, Payless, Jiffy Lube, & World Savings?
Page 1
PN10 -01 CITY OF CLEARWATER ATTN:ENGI
PARCEL ID 14- 29 -15- 22770 - 000 -0010 PAZIP YRBLT /EFF FLRS TOT SQFT $ /SQFT AVR
1501 GULF TO BAY BLVD 33755 1990 1990 1,945 310.12 1.77
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT == HEAT SQFT
MOTIVA ENTERPRISES LLC 1 22 CONVENIENCE STORE 1,800
1100 LOUISIANA ST STE 2200 LEGAL DESCRIPTION CENSUS PBOOK /PG
HOUSTON TX DRUID HILLS 265.00 10 52
77002 LOTS 1 AND 2 LESS T/A IN NBHD
LOT SIZE = => ISC COUNTY NW COR OF LOT 1 FOR RD R/W
16,524 SQ FT 153 X 108
YEAR IMPROVEMENT LAND ASSESSMENT AS /FT YEAR TAXES PD D TX /FT
1998 143,500 196,600 340,100 188.94 1998 7,748.50 Y N 3.98
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
OCT. 1998 603,200 10351 2053 SW M
OCT. 1989 1,489,100 7106 2389 M K
MKT YR BLDG LAND TOT VALUE. = = = == LAND / PROPERTY USE = = = == HOMESTD LP
98 143,500 196,600 340,100 11 322 CONVENIENCE STORE 0 N
MORTGAGE COMPANY AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
STAR ENTERPRISE 02/16/1994 05/28/1998
ENTER =FWD F1 =DOCS F2 =BLDG F4 =TAX F5 =LGL F7 =DIM iF8 =XFEAT F13 =SKTCH F6 =COMP MENU
PN10 RECENT DEED PRESENT - F1 =VIEW ISC
UNITED STATES POSTAL SERVICE
Official Business
1± r
MAR z 6 1992
Print
PU _y
PENALTY FOR PRIVATE
USE, $300
r name, address and ZIP Code here
0
City of Clearwater
Environmental Mgt.
P.D. Box 4748
Clearwater, I'L 34618
UNITED STATES POSTAL SERVICE.
T
Official Business 1AL9 Fd4 PRIVATE
JR)E Et AVOld-0AYMENT US MAIL
—15F—POSTAGE, $300-
2 2 1994
Print your name, address and ZIP Code here
j.ty o+ Clearwater,/Envir-onmental
Bo,,, 4748
Fl. 3461.e-4(4e
.United States Postal Service . -
Official Business
PM �ji
120F E 9
PENALTY FOR PRIVATE
USE, $300
Print your name, address and ZIP Code here
CITY OF
C
L-EnRW
ATER LI\IVIRONMENTAL I"IST. 0 BO X
C L E 474e
RWATER1
FL 3461e
• Complete items 1 and /or 2 for additional services.
• Complete items 3, and 4a & b.
• Print your name and address on the reverse of this form so that we can
return this card to you.
• Attach this form to the front of the mailpiece, or on the back if space
does not permit.
• Write "Return Receipt Requested" on the mailpiece below the article number
• The Return Receipt Fee will provide you the signature of the person delivers(
to and the date of deliverv. I Consult postmaster for fee.
Article Number
o t9 723 00?
4b. Service Type
❑ RR Certified 11 Insured
lJ Certified ❑ COD
❑ Express Mail ❑ Return Receipt for
I also wish to receive the
following services (for an extra
fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
3. Article Addressed to:
i Z goo ?-'O sou 0 OR. ADO
H&66-70H T 77�7-Z, l
7. Datsgf Delivery
5. Sign (Addressee) 8. Addressee's Address (Only if requested
��. and fee is paid)
(Agent)
PS Form 3811, November 1990 *U.S. GPO: 1991- 287.066 DOMESTIC RETURN RECEIPT
ti SENDER;
:9 • Complete items 1 and /or 2 for additional services.
w • Complete items 3, and 4a & b.
y • Print your name and address on the reverse of this form so that we can
return this card to you.
• Attach this form to the front of the mailpiece, or on the back if space
does not permit.
_ • Write "Return Receipt Requested" on the mailpiece below the article number
+� • The Return Receipt will show to whom the article was delivered and the date
C delivered.
Article Addressed to:. 49_-Ar1
m
I also wish to receive the
following services (for an extra
fee):
1. ❑ Addressee's Address
2. ❑ Restricted Delivery
Consult postmaster for fee.
le Number
�r� 09z
c 3 700 �l 1-1 , 4 . Service Type
❑ Registered ❑ Insured
Certified ❑ COD
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5. Signature (Addressee) 8. Addressee's Address (Only if requested Y
t-, and fee is paid)
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6. Signature (Agent) F-
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H PS Form 3811, December 1991 * U.S.G.P.O.:1992- 307 -530 DOMESTIC RETURN RECEIPT
• Complete items 1 and /or 2 for additional services. I also wish to receive the
• Complete items 3, and 4a & b. following services (for an extra
• Print your name and address on the reverse of this form so fee): ��,��
that we can return this card to you. 1. I�Addressee's Address
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back if space does not permit.
• Write "Return Receipt Requested" on the mailpiece next to 2. ❑ Restricted Delivery
the article number. _Consult aostmaster for fee.
Star- Er'1't.c'r- pr- i'sc::
12 f'0 3 itlG! "'4lii:OCJr i]t..ti�i'1 Dr-.
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❑ , ` t4 Return Receipt for
� Merchandise
71 fe of De)' Y
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if requested
PS Form 3811, October 1990 *U.S. GPO: 1990-273-861 DOMESTIC RETURN RECEIPT
. f
,n<
PUBLIC WORKS
ADMINISTRATION
Star Enterprise
12700 Northborough Or
Suite 400
Houston, TX 77067.2544
CITY OF C LEARWATE R
POST OFFICE Box 4748, CLEARWATER, FLORIDA 33758 -4748
TELEPHONE (813) 562 -4750 FAx (813) 562 -4755
Re: Texaco 1501 Gulf To Bay Blvd
March 30, 1998
The City of Clearwater has initiated a landscape reinspection program which will affect all sites with
approved landscape plans filed with the City of Clearwater. This courtesy letter is to serve as
notification that you or your organization owns property which is included in this program.
The Public Works Administration, Urban Forestry Division will be conducting site inspections to
determine compliance with city's Land Development Code, Sections 42.27and /or 42.33. If the initial
inspection finds the site in compliance, no further action will be taken. However, if the site is found to be
in non-compliance, you will be given an opportunity to bring the site into compliance. Failure to do so will
result in a notice of violation being issued to the present owner or owners. The violation will explain the
code(s) violated, nature of the violations and required correction date. Failure to correct the listed
violations by the date indicated will result in legal action by the Municipal Code Enforcement Board of the
City of Clearwater. (sec. 162.06 (2) F.S).
This program is intended to improve the appearance of off- street parking lots and other vehicular use
areas, to protect and preserve the appearance and value of the surrounding neighborhoods, to improve
the urban and natural environment and the promote the general welfare through the installation of
landscaping, screening, and aesthetic effects.
Please contact Scott Kurleman at the Urban Forestry Division at (813) 562 -4746 for information
concerning landscape requirements or if you have any questions regarding the inspection program.
Sincerely,
AI k4 tU_,Vj
Alan Mayberry
Urban Forestry Manager
"EQC AL EMPLOYMENT AND AFFIRMATIVE ACTION EmPLOIz W '
PN10 -01 CITY OF CLEARWATER ATTN: ENG
PARCEL ID 14- 29 -15- 22770- 000 -0010 PAZIP YRBLT /EFF FLRS TOT SQFT S /SQFT AVR
1501 GULF TO BAY BLVD 34615 1990 1990 1,945 765.60 4.77
OWNER'S NAME AND ADDRESS V P W G BLDGS == IMPROVEMENT == HEAT SQFT
STAR ENTERPRISE 1 22 CONVENIENCE STORE 1,800
SUITE 400 LEGAL DESCRIPTION CENSUS PBOOK /PG
12700 NORTHBOROUGH DR DRUID HILLS 265.00 10 52
HOUSTON, TX 77067 -2544 LOTS 1 AND 2 LESS T/A IN NBHD
LOT SIZE = => ISC COUNTY NW COR OF LOT 1 FOR RD R/W
16,524 SQ FT 153 X 108
YEAR IMPROVEMENT LAND ASSESSMENT AS /FT YEAR TAXES PD D TX/FT
1997 115,500 196,600 312,100 160.46 1997 7,123.87 N N 3.66
SALE DATE AMOUNT BOOK PAGE DT Q T SALE DATE AMOUNT BOOK PAGE DT Q
OCT. 1989 1,489,100 7106 2389 M K
MKT YR BLDG LAND TOT VALUE = = = == LAND / PROPERTY USE = = = == HOMESTD LP
97 115,500 196,600 312,100 11 322 CONVENIENCE STORE 0 N
MORTGAGE COMPANY AMOUNT DATE MTG TYPE RATE NUMBER
SELLER'S NAME GEN REVIEW DATE BLDG REVIEW DATE
02/16/1994 11/19/1997
ENTER =FWD F1 =DOCS F2 =BLDG F4 =TAX F5 =LGL F7 =DIM F8 =XFEAT F13 =SKTCH F6 =COMP MENU
PN10 ISC
Rprry". f^ CITY, O F C L E A R W A T E R POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618 -4748
NOTICE OF COMPLIANCE
01/20/1995
The City of Clearwater Environmental Management Office has
completed its compliance stormwater and landscape reinspection
at your site. The site now meets the requirements set forth by
the stormwater and landscape ordinance's in effect at the time
of site development or modification. If you have any questions
regarding this report, please contact Rick Albee at (813)
462 -6598.
SITE: Texaco
SITE ADDRESS: 1501 Gulf To Bay Blvd.
OWNER: Star Enterprise
OWNER REP.: Chuck Vernau
Original Compliance Date: 01/07/1995
INSPECTION DATE: 01/18/1995
RECOMMENDATIONS: Typical irrigation systems cycled at twice
a week do not supply enough water for newly planted landscape
material. At this time Southwest Florida Water Management
District (SWFWMD) allows watering of new landscape material on a
daily basis for 30 days. To obtain current watering
restrictions, call SWFWMD at 1 -800- 848 -0499.
Inspect drainage system periodically for clogged drains, sediment
buildup, erosion and overgrowth; then maintain as needed to
insure future compliance.,
�I9r�
' ' E q u a l E m p l o y m e n t a n d A f f i r m a t i v e A c t i o n E m p l o y e r ' '
C' I T Y O F C L E A'R W AT E R
POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618 -4748
NOTICE OF NON- COMPLIANCE
12/02/1994
The City of Clearwater Environmental Management Office has
completed its stormwater and landscape inspection at your site.
The site is in non - compliance with the stormwater and /or
landscape ordinance's in effect at the.time of site development
or modification. If you have any questions regarding „this
report, please call Rick Albee at (813) 462 -6598
SITE: Texaco
SITE ADDRESS: 1501 Gulf To Bay Blvd.
OWNER: Star Enterprise
OWNER REP.: Mary Mullen
INSPECTION DATE: 11/30/1994
CODES VIOLATED:LANDSCAPE: Sec.136.023 (c) (3) , (f) (1) , (h) (1)
STORMWATER: Sec.43.24(g)
REQUIREMENTS:LANDSCAPE: Install 5 shrubs (18” ht) within the
north landscape buffer adjacent to the entrance drive off
Glenwood Ave. and 1 tree (6' ht) in the east buffer.
STORMWATER: Repair the skimmer and install to the proper
elevationon the outfall struture, clean or flush the drain at
the exit of the car wash, remove the sediment build -up from the
inlet pipes to the retention pond and pond bottom.
COMPLIANCE DATE: 01/07/1995
RECOMMENDATIONS:Install Wax Myrtles in the north buffer to match
existing shrubs. Request an on site meeting for a detailed
explanation of the requirements.
To insure compliance, a reinspection of the site will be
conducted after the above compliance date. Failure to correct
the requirements by the compliance date will result in the
issuance of a "NOTICE OF VIOLATION ".
E q u a I E m p l o y m e n t a n d A f f i r m a t i v e A c t i o n E m p l o y e r ' '
C I T Y 11..0 F
e of Environmental Management
Star Enterprise
3700 Hwy 39N
Plant City, FL 33565
Re:Texaco, 1501 Gulf To Bay Blvd.
C L E A R. W A T E R.
POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618 -4748
08/25/1994
The City of Clearwater has initiated a stormwater retention
pond and landscape reinspection program which will affect all
sites with approved stormwater treatment systems and /or
landscape plans filed with the City of Clearwater. This courtesy
letter is to serve as notification that you or your organization
owns property which is included in this.program.
The Environmental Management Group will be conducting site
inspections to determine compliance with the city's Uniform
Development Regulations, Sections 42.27 & 42.33, Site Plans,
Sec.43.24, Beautification Plot Plan, Sec. 131.221 and Land
Development Code, Sec. 136.023. If the initial inspection
finds the site incompliance, no further action will be taken.
However, if the site is found to be in noncompliance, you will
be given an opportunity to bring the site into compliance.
Failure to do so will result in a notice of violation being
issued to the present owner or owners. The violation will
explain the code(s) violated, nature of the violations and
required correction date. Failure to correct the listed
violations by the date indicated will result in legal action by
the Municipal.Code Enforcement Board of the City of Clearwater.
(Sec.162.06 (2) F.S.).
This program is intended to improve the quality of surface
waters of the city and appearance of off street parking lots and
other vehicular use areas, to protect and preserve the
appearance and value of the surrounding neighborhoods, to
improve the urban and natural environment and to promote the
general welfare through the installation and maintenance of
stormwater retention ponds and landscaping, for screening,
environmental and aesthetic effects.
Please contact Rick Albee at the Environmental Management
Group at (813) 462 -6598 for information concerning stormwater
and /or landscape requirements, or if you have any questions
regarding there inspection program.
Sincerely
Michael D. uillen, P.E.
Water Resource Engineer
RA
to
"Equal Employment and Affirmative Action Employer''
01 SENDER:
H Complete items 1 and /or 2 for additional services.
d • Complete items 3, and 4a & b.
` • Print your name and address on the reverse of this form so that we can
> return this card to you.
d • Attach this form to the front of the mailpiece, or on the back if space
does not permit.
I also wish to receive the
following services (for an extra 0;
fee):
1. ❑ Addressee's Address y
Write "Return Receipt Requested" on the mailpiece below the article number.
L 2. L1 Restricted Delivery
" The Return Receipt will show to whom the article was delivered and the date
C delivered. Consult postmaster for fee.
v 3. Article Addressed to: 4a. Article Number
d
JD
4 BM ENTERPRISE 4b. Service Type
0 C/o NARY j�j[)tf LEN ❑Registered
v� 3700 HWY 39N J
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6. Sure (Agent) /1/ 22-1
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❑ Insured
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V7
>, PS Form 3811, Decem er 1991 *U.S. GPO: 1992--323-402 DOMESTIC RETURN RECEIPT
N
UNITED STATES POSTAL SERVICE
Official Business PENALTY FOR PRIVATE
USE TO AVOID PAYMENT
OF POSTAGE, $300
Print your name, address and ZIP Code here
CITY OF CLEARWATER
ENVIRONMENTAL MANAGEMENT
P.O. BOX 4748
CLEARWATER, FLORIDA
� 34618.4748
C� O rCII(
452 14— ji3L -94 09.-49
N A L 0 L
14 29 15 22770000010
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0WNER6HIF
STAR ENTERPRISE Prop Address:
SUITE 40:2 1,501 GULF TO BAY BLVD
1700 NORTHBOROUGH DR NONRESIDENTIAL Tenancy: PARTNERSHIPS ETC
HOUSTON, TX Pet #: 0
7/0672544 Book: 7106 Page: 2399
fax Dist: CN Fire /TIF Dist: Dlqnt Stat: Note Code:
'rop Use Code: 3221 Land Use Code: 11 Household: 0 Escrow Code:
xmpt.. 1) 0 2) 3) 4) 5) 61 7) 9) ..Status
9 ,IU VALUE
1 4, 1 0 0
9 EkENPT1TAkES3
.Ix: 0 Nx: 0 Dx: 0 Tx: 0 Ax: 0
Ix. 314,100 93 Tax: 7,095.71 Spec Tax: .00 Tx %: .00
9 H 0 L E 6 A L CENTR01D
DRUID HILLS LOTS 1 AND L LESS, T/A IN k: 249,791
2,3 & 255 26 DESC AS BEG AT SW CDR LOT 25 TH N51DE Y: 319,956
Alt -Z FOR HELP3 ANSI 3 FDX 3 2400 N91 3 LOG CLOSED 3 PRINT OFF 3 ON -LINE
STORMWATER INSPECTION REPORT
NUMBER 62
SITE: Texaco PARCEL:_ 14_ /29/15/22770/000 /0010
SITE ADDRESS: 1501 Gulf To Bay Blvd.
BASIN: Stevensons Creek BASIN No. 02- 02 -18 -02
DRAINAGE AREA: 28714 SO FT
REQUIRED VOL.: 1196 CU FT PROP. VOL.:
POND TYPE DRY
WEIR TYPE: Rect. Slot
PROPOSED EXISTING
WEIR: L: 0.8' D: 1.49'
SKIMMER: NO
UNDERDRAIN: NO
UNDERDRAIN C.O.: NO
LITTORAL SHELF: NO
NOTES
INSP.DATE:11 /30/1994
EROSION: NO
DENUDED: NO
POND CONSTRUCTED PER PLAN YES
CONTROL STRUCTURE CONST. PER PLAN YES
WEIR: L: 0.85' D: 1.47'
SKIMMER: YES
UNDERDRAIN: NO
UNDERDRAIN C.O.: NO
LITTORAL SHELF: NO
OVERGROWN: NO
COLLECTION SYS: YES
COMMEN_TS:LANDSCAPE: Install 5 shrubs (18" ht) within the north landscape
buffer adjacent to the entrance drive off Glenwood Ave. and 1 tree
(6' ht) in the east buffer.
STORMWATER: Repair the skimmer and install to the proper elevationon
the outfall struture, clean or flush the drain at the exit of the car
wash, remove the sediment build -up from the inlet pipes to the
retention pond and pond bottom.
C I T Y O F
Office of Environmental Management
Star Enterprise
12700 Northborough Dr. Suite 400
Houston, Tx. 77067 -2549
Texaco, Mary Mullen
C L E A R W A T E R
POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618 -4748
Arpil,22r 1992
The City of Clearwater has initiated a landscape reinspection
program which will affect all commercial sites with approved
landscape plans filed with the City of Clearwater since January
1985.This courtesy letter is to serve as notification that you or
your organization owns property which is included in this program.
The Environmental Management Group will be, conducting site
inspections to determine compliance with the city Beautification
Plot Plan, Sec. 131.221 effective December, 1981 and Land Development
Code, Sec. 136.023 effective October 14,1985.. If.the initial
inspection finds the site in compliance no further action will be
taken. However, if the site is found to be in noncompliance you
will be given an opportunity to bring the site into compliance.
Failure to do so will result in a notice of violation being - issued
to the present owner or owners. The violation will explain the
code(s) violated, nature of violations and required correction
date. Failure to correct the listed violations by the date
indicated will result -in legal action by the Municipal Code
Enforcement Board of the City of Clearwater.. (Sec.162.06 (2) F.S.).
This program is intended to improve the appearance of off
street parking lots and other vehicular use areas, to protect and
preserve the appearance and value of the surrounding neighborhoods,
to improve the urban and natural environment and to promote the
general welfare through the installation and maintenance of
landscaping for screening,environmental and aesthetic effects.
Please contact Rick Albee at the Environmental Management
Group at (813)462 -6598 for information concerning landscape
requirements or if you have any questions regarding the
reinspection program.
Sincerely,
Michael D. Quillen, P.E.
Water Resource Engineer
" E q u a l E m p l o y m e n t a n d A f f i r m a t i v e Action E m p l o y e r '
C I T Y O E C L E.A
R
W AT
E R
POST
OFFICE
BOX 4748
CLEARWATER,
FLORIDA 34618
-4748
June 03, 1992
The City of Clearwater Environmental Management Office has
completed its compliance landscape reinspection at your site—The
following report is the result of our reinspection. If you have any
questions concerning this report, please contact Rick Albee at
(813)462- 659.8.
SITE: Texaco 1501.Gulf to Bay.Blvd.
OWNER: Star Enterprise
OWNER REP.: Mary Mullen
ORIGINAL COMPLIANCE DATE: 04/20/92 ext.05/25/92
REINSPECTION DATE: 06/04/92
PASSED
IF PASSED: Maintain landscaping in a healthy growing condition
to insure future.compliance.
IF FAILED: A formal Notice of Violation will accompany this
report.
E q u a l E m p l o y m e n t a n d A f f i r m a t i v e A c t i o n E m p l o y e r ' '
WZ
3yG�3
CORRECTION DATE: 04/20/92
RECOMMENDATIONS:.All plant material must be a!Florida.'grade1No. L
or. better, all: changes of spiecies must be approved ;by thee
environmental dept. Maintain landscaping in a healthy 'growing;
condition to insure future compliance.
INSPECTOR: Rick
Albee
To insure compliance, a reinspection of the site will be
conducted after .the correction date. Failure to correct the
deficiencies above by the correction date will result in the
issuance of a formal "Notice of Violation ".
• Fn it AI Fmnlnvmont anH 4 f f i rm a *i..n A rein., c..,..i,.....-
'" 4 �''_.• -' �`'- C I T Y O, F C L E A R W A T E R
POST OFFICE BOX 4748
CLEARWATER, FLORIDA 34618 -4748
NOTICE OF COMPLIANCE
April 27, 1994
.The. City of Clearwater Environmental Management Office has
completed its compliance landscape reinspection at your site. The
site now meets the requirements set forth by the landscape
ordinance in effect at the time of site development,. or
modification.
SITE:Texaco
1501 Gulf to Bay Blvd.
OWNER:Star Enterprise
OWNER REP:Mary Mullen 3700 Hwy. 39 N. Plant City, F1. 33565
ORIGINAL COMPLIANCE DATE:04/22/94
INSPECTION DATE:04 /27/94L
RECOMMENDATIONS: Maintain landscaping in a healthy growing
condition to insure future compliance.-Typical irrigation systems
cycled at twice a week do not supply enough water for newly planted
landscape material. At this, time Southwest Florida Water Management
District ( SWFWMD) allows watering of new landscape material on a
daily basis for 30 days: To obtain current watering restrictions
call SWFWMD at 1- 800 - 848 -0499.
noc2.rja
r
to
''Equal Employment and Affirmative Action Employer''
C I T Y O F C L E A R W A T E R
tT! POST OFFICE BOX 4748.
CLEARWATER, FLORIDA 34618.474.8
NOTICE OF NON - COMPLIANCE
March 16, 1994
The City of Clearwater Environmental Management Office has
completed its landscape inspection at your site. The following
report is the result of our inspection. If you have any questions
regarding this report, please .contact Rick Albee at (813) 462 -6598.
SITE:Texaco
OWNER:Star Enterprise
OWNER REP.:Mary Mullen 3700 Hwy. 39 N. Plant City, Fl. 33565
INSPECTION DATE:03 /16/94
CODES VIOLATED:Sec.136.023 (c) (2) , (h) (1) (4)
DEFICIENCIES:Requires replacement of 1 Live Oak tree in the south
landscape buffer.
COMPLIANCE DATE:04/22/94
RECOMMENDATIONS:
INSPECTOR: Rick Albee
To insure compliance, a reinspection of the site will be conducted
after the compliance date. Failure to correct the deficiencies by
the compliance date will result in the issuance of a formal "NOTICE
OF VIOLATION ".
non. rj a
''Equal Employment and Affirmative Action Employer''
J
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STAR ENTERPRISE Prop Address:
SUITE 400 1,501 GULF TO BAY BLVD
12700 NORTHBOROUGH DR NONRESIDENTIAL Tenancy: PARTNERSHIPS ETC
HOUSTON, TX Pet #: 0
77067 2544 Book: 7106 Page: 2389
Tax Dist: CW Fire /TIF Dist: Dlqnt Stat: Note Code:
Prop Use Code: 322 Land Use Code: 11 Household: 0 Escrow Code:
Exmpt.. 1) 0 2) 3) 4) 5) 6) 7) 8) ..Status
9 J U V A L U E
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9 E X E M P T I T A X E S 3
Hx: 0 Wx: 0 Dx: 0 Tx: 0 Ax: 0
Nx: 314,100 93 Tax: 7,095.71 Spec Tax: .00 Tx %: .00
S H 0 L E G A L C E N T R 0 I D
DRUID HILLS LOTS 1 AND 2 LESS T/A IN X: 249,781
NW COR OF LOT 1 FOR RD R/W Y: 318,956
E X I S T
Alt -Z FOR HELPS ANSI 3 FDX 3 2400 N81 3 LOG CLOSED' 3 PRINT OFF 3 ON -LINE
DATE
REPLY -,j
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SIGNED
TOPS V FORM 3801 IMI W U5A
RECIPIENT: REPLY ON PINK COPY - RETAIN WHITE COPY
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\�SIATp OF FIOR�VP
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Florida DoMeltment....of Environmental Regulation
Twin Towers Office Bldg. • 2600 Blair Stone Road • Tallahassee, Florida 32399 -2400
Lawton Chiles, Governor Virginia B. Wetherell, Secretary
March 10, 1993
Mr. Robert Herndon
Star Enterprise
Post Office Box 13012
Fort Lauderdale, Florida 33316
Re: Texaco-- #24 - 2.03 -0 =113_
1500- Gulf --- TO-Bay Bokleyard-i
,Clearwater; -Florida`
LFDER= Facility °Noe-= 52 8 8 3= 8:1?`8�
Dear Mr. Herndon:
AN
d� s vd,0v ,- 617"- roll
Tffit /NST, !yam
The Department has concluded its review of the Remedial
Action Plan (RAP) dated February 1990 for this site. The
Department has determined that the actions proposed in this
RAP, inclusive of supplemental information dated through
December 1992, provide reasonable assurance that the
contaminant concentrations at the site will be reduced to
levels set forth in Chapter 17 -770, Florida Administrative
Code (F.A.C.). Pursuant to Chapter 17- 770.700(3), F.A.C.,
the Department approves the RAP.
You are required to initiate the remedial actions
described in the RAP and supplemental information within two
(2) months of receipt of this Order. These remedial actions
are to be implemented in accordance with Chapter 17 -770,
F.A.C., and shall continue until a cleanup of the
contaminated area(s) to the target levels set forth in Rule
17- 770.730(5), F.A.C., is achieved.
You are also required to submit record drawings
( "as- built" drawings) of the treatment system within four (4)
months of the receipt of this Order. These drawings must be
certified by a professional engineer.
Persons whose substantial interests are affected by this
Remedial Action Plan Approval Order have the right to
challenge the Department's decision. Such a challenge may
include filing a petition for an administrative determination
(hearing) as described in the following paragraphs. However;
pursuant to Chapter 17 -103, F.A.C., you may request an
extension of time to file the Petition. All reauests for
R" 1 1 Paper
Mi Md .4& .hy Bared /.kt
,V' ,p.
-2-
Office of General Counsel at the address given below within
twenty -one (21) days of receipt of this notice (do not send
them to the Bureau of Waste Cleanup).
Notwithstanding the above, a person whose substantial
interests are affected by this (Remedial Action Plan Approval
Order] may petition for an administrative proceeding
(hearing) in accordance with Section 120.57, Florida
Statutes (F.S.). The petition must contain the information
set forth below and must be filed (received) in the Office of
General Counsel of the Department at 2600 Blair Stone Road,
Tallahassee, Florida 32399 -2400, within twenty -one (21) days
of receipt of this notice. Failure to file a petition within
this time period silali constitute a waiver of any right such
person may have to request an administrative determination
(hearing) under Section 120.57, F.S.
The Petition shall contain the following information:
(a) The name, address, and telephone number of each
petitioner, the Department file number (DER facility number),
and the name and address of the facility;
(b) A statement of how and when each petitioner
received notice of the Department's action or proposed
action; -
(c) A statement of how each petitioner's substantial
interests are affected by the Department's action or proposed
action;
(d) A statement of the material facts disputed by
petitioner, if any;
(e) A statement of facts which petitioner contends
warrant reversal or modification of the Department's action
or proposed action;
(f). A statement of which rules or statutes petitioner
contends require reversal or modification of the Department's
action or proposed action; and
(g) A statement of the relief sought by petitioner,
stating precisely the action petitioner wants the Department
to take with respect to the Department's action or proposed
action.
This Remedial Action Plan Approval Order is final and
effective on the date of receipt of this order unless a
petition (or time extension) is filed in accordance with the
preceding paragraphs. Upon the timely filing of a petition,
this Order will not be effective until further order of the
Department.
-3-
When the Order is final, any party to the Order has the
right to seek judicial review of the Order pursuant to
Section 120.68, F.S., by filing of a Notice of Appeal
pursuant to Rule 9.110, Florida Rules of Appellate Procedure,
with the Clerk of the Department in the Office of General
Counsel, 2600 Blair Stone Road, Tallahassee, Florida
32399 -2400; and by filing a copy of the Notice of Appeal,
accompanied by the applicable filing fees, with the
appropriate District Court of Appeal. The Notice of Appeal
must be filed within 30 days from the date the Final Order is
filed with the Clerk of the - Department.
The DER Facility Number for this site is 528838138.
Please use this identification on all future correspondence
with the Department.
Any questions you may have on the technical aspects of
this Remedial Action Plan Approval Order should be directed
to Tim Larson at 904/488 -0190. Contact with the above named
person does not constitute a petition for administrative
determination.
Sincerely,
John Ruddell, Director
Division of Waste Management
JMR /tcd
cc: Mr. Kiron Senapati - IT Corporation
REMEDIAL ACTION PLAN ADDENDUM III
TEXACO UC NO. 24- 203 -013
1501 GULF TO BAY BOULEVARD
CLEARWATER, FLORIDA
FDER FACILITY ID NO.
528838138
PREPARED BY
IT CORPORATION
8600 HIDDEN RIVER PARKWAY
SUITE 100
TAMPA, FLORIDA 33637
IT PROJECT NO. 595014
MAY 1992
This report was prepared on behalf of Star Enterprise by IT Corporation, Tampa, Florida.
Prepared
j on"ansen
Hydrogeologist
Reviewed by:
/A4!
A rCostello, P.G ida Registered Professional Geologist
Approved by:
Kiron Senapati, P. V.
Florida Registered Professional Engineer No. 45378
Date:
Date: ' Z_
Date: � " 9 92---
MU M# .ltOT T.
Chapter
Page
1. 0 Introduction . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . 1
2.0 Investigative Methodology and Results . . . . . . . . . . . . .
. . . . . . 2
2.1 Water Table Elevation and Hydraulic Gradient . . . . . . . . .
. . . . . . 2
2.2 Groundwater Analytical Results . . . . . . . . . . . . . . .
. . . . . . 2
2.3 Infiltration Gallery Tests . . . . . . . . . . . . . . . . .
. . . . . . 2
3.0 Remedial System Design Specifications . . . . . . . . . . . . .
. . . . . . 4
3.1 Vapor Extraction System . . . . . . . . . . . . . . . . .
. . . . . . 4
3.2 Groundwater Extraction System . . . . . . . . . . . . . .
. . . . . . 4
3.2.1 Recovery Well Specifications . . . . . . . . . . . . .
. . . . . . 5
3.2.2 Recovery Well Yield . . . . . . . . . . . . . . . .
. . . . . . 5
3.2.3 Capture 'Lone, Drawdown, and Cone Drawdown . . . . .
. . . . . . 6
3.2.4 Groundwater Pump . . . . . . . . . . . . . . . .
. . . . . . 6
3.3 Air Stripper Tower . . . . . . . . . . . . . . . . . . . .
. . . . . . 6
3.4 Effluent Disposal . . . . . . . . . . . . . . . . . . . .
. . . . . . 7
4.0 Summary . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . 8
Appendix A - FDER Comment Letter
Appendix B - Analytical Results
Appendix C - Infiltration Gallery Calculations
Appendix D - Recovery Well Yield
Appendix E - Capture Zone, Drawdown, and Cone of Influent Calculations
Appendix F - Pump Performance Curves
Appendix G - Influent Contaminant Concentrations
Appendix H - Air Stripper Calculations
List cf Figures
1. Water Table Elevation Map
2. Total BTEX Hydrocarbon Map
3. Remedial System Location Map
4. Infiltration Gallery Construction
List of Tables
1. Monitoring Data
2. Groundwater Analytical Data
Remedial Action Plan Addendum III
1.0 Introduction
The following is a Remedial Action Plan Addendum III (RAPA) for the Texaco location 24-
203- 013 located at 1501 Gulf to Bay Blvd., in Clearwater, Florida. The addendum has been
prepared in response to the Florida Department of Environmental Regulation (FDER) letter
dated September 16, 1991, which was received on April 9, 1992.. A copy of the FDER letter
is presented in Appendix A for reference.
This addendum also addresses some modifications to the original design of the remedial
system. The design changes were primarily based upon the results from recent groundwater
analytical data, and constant head percolation tests obtained at the site. A summary of the
design changes specified in this addendum includes:
• Use of (1) recovery well, 35 feet in depth, in place of (2) recovery wells.
• Re- sizing of the air stripper tower.
• Re- sizing of the infiltration gallery.
The RAPA provides data and calculations to support the new design changes and to address the
FDER comments.
TA/6- 92/595014\RAP Addendum
' k5 ' 1 1 1 1 Mw 511 1 1i �.
The following section describes site specific testing and sampling performed to assist in the
design of the remedial system.
2.1 Water Table Elevation and Hydraulic Gradient
On April 22, 1992, all the monitoring wells on site were monitored for depth to water. The
purpose of the monitoring data was to confirm earlier findings that groundwater flow beneath
the site was generally flowing towards the south.
Table 1 contains the monitoring data and calculated water table elevations collected from April
22, 1992. Figure 1 is a water table elevation map constructed from the data presented in Table
1. Figure 1 illustrates that the groundwater beneath the site is generally flowing towards the
south over a hydraulic gradient of approximately 0.01 Alft.
2.2 Groundwater Analytical Results
On April 22, 1992, all monitoring wells on site were resampled for purgeable and polynuclear
aromatic hydrocarbons dissolved in the groundwater beneath the site (Appendix B). The wells
were resampled to satisfy comment number (3) in the FDER letter which states that all
monitoring wells should be resampled at least yearly. In addition, the wells were resampled to
obtain updated and accurate analytical information to check the design of the remedial system.
Specifically, the new analytical data was used to re- calculate the influent contaminant
concentrations to be treated by the remedial system.
The samples were collected according to the procedures outlined in the FDER approved
Comprehensive Quality Assurance Plan (ComQAP) 870467G. Table 2 is a groundwater
analytical summary with complete analytical data presented in Appendix B. Figure 2 is a total
BTEX hydrocarbon map based upon the recent analytical data which illustrates the area
impacted by dissolved hydrocarbons in the subsurface. A comparison with the analytical data
obtained in the May, 1990 sampling event, indicates that the areal extent and concentrations of
the dissolved hydrocarbons have remained relatively consistent.
2.3 -Infiltration Gallery Tests
On April 30, 1992, two constant head percolation tests were preformed at the site. The
percolation tests were conducted in the northeast portion of the property where the infiltration
gallery will be located. The percolation tests were conducted to obtain site specific field
infiltration data. The purpose of the infiltration data was to check the original size
specifications of the infiltration gallery.
The constant head percolation test involves the pumping of water into a borehole at a constant
rate and recording the seepage rate. The equations used to determine the total seepage rate for
an infiltration gallery are contained in South Florida Water Management District (SFWMD)
Technical Publication 87 -5, Field Testing of Exfiltration Systems (1987). The calculations for
the constant head percolation tests are contained in Appendix C.
PA
TA/6- 92/595014\RAP Addendum.
The two constant head percolation tests were performed by hand installing a 4 inch diameter
open hole, perforated pipe 5.0 feet below the surface and recording the stabilized water flow
into the pipe while maintaining a constant hydraulic head. The first test produced a constant
water flow into the subsurface of 2.8 gallons per minute (gpm). The second test resulted in a
stabilized flow at 4.8 gpm. Both tests were conducted for approximately 2 hours each. The
site specific subsurface conditions required approximately one hour for stabilization to occur in
each test.
The results presented in Appendix C indicate that an infiltration gallery with dimensions of 15
feet by 7 feet by 4 feet in depth will accept 13 gpm or 2502 cubic feet per day of water with one
foot mound rise in the water table. Two tests conducted indicate that the design safety factor
for the infiltration gallery size is between 29 % and 58 %.
To confirm the results of the percolation tests, a computer modeling of the mounding was
performed (Appendix Q. The Groundwater Recharge and Mounding Program (Singhofen,
1983) was used to calculate the rise of a mound of groundwater in an unconfined aquifer
within a rectangular basin. The results presented in Appendix C indicates that the maximum
mound in the groundwater will be 3.46 feet. The results also indicate that hydraulic conditions
will stabilize after approximately 10 days of operation. Although the mounding results indicate
a maximum groundwater mound of 3.46 feet, the results are within the acceptable mounding
Emits and therefore confirms that the infiltration gallery is properly sized to dispose of the
treated groundwater at the site.
3
TA/6- 92/595014\RAP Addendum
3.4 Remedial System Design Specifications
The following section describes the rationale for design modification from the original RAP
and provides specifications for the revised remedial system. The individual sections include
discussions on the vapor extraction system, groundwater extraction system, air stripper tower,
and effluent disposal.
3.1 Vapor Extraction System
The vapor extraction. system (VES) specified in the original RAP and two Addendums will
remain the same. No changes will be made to the design of the vapor extraction and treatment
system. However, sampling schedule and procedures have been revised. The following
discussion addresses FDER comment (2).
Prior to starting full scale remedial operations, both the VES and the groundwater treatment
systems will be operated for a period of approximately 4 hours. During the foar hour test, the
entire remedial system will be inspected, adjusted, calibrated, and sampled.
During startup operations both influent and effluent samples will be collected to determine the
efficiency of the VES. Influent samples will be collected from a sampling port upstream from
the VES unit. Effluent samples will be collected downstream of the carbon adsorption
canisters. Influent and effluent samples will be recorded on an hourly basis for 6 hours with
the use of an Organic Vapor Analyzer (OVA) equipped with a flame ionization detector (FID).
In addition, one influent sample will be collected in a tedlar bag and analyzed for total BTEX
hydrocarbon concentrations using gas chromatography.
Influent and Effluent samples for the VES will be collected and analyzed for total BTEX on the
same schedule as the groundwater treatment system, weekly for the first month, monthly for
the first year, and then annually until site rehabilitation is documented. Within 3 months of
startup of the remedial system, the quarterly analytical and monitoring data will submitted to the
FDER along with the as -built drawings.
OVA concentrations less than 10 ppm will be used as an indication that the soil has been
remediated to the criteria defined in FAC 17- 775.400. When OVA influent concentrations are
less than 10 ppm, the VES system will shut down. Because hydrocarbon vapors often re-
accumulate in the soil above areas of dissolved hydrocarbons in the groundwater, the VES may
be put back in operation. The influent stream will be sampled to confirm the presence or
absence of hydrocarbon vapors in the subsurface. In addition to the influent and effluent
sampling,. the effectiveness of the VES will be evaluated by monitoring the vacuum in
monitoring wells MW -3, OW -1, and OW -2.
Initially, the soil gas extracted with the VES will be treated with activated carbon prior to
atmospheric discharge. After two months of operation, the hydrocarbon concentrations in the
untreated. VES emissions may be at or below acceptable levels. Dispersion modeling of the soil
gas emissions will be performed at that time to determine the ambient impact resulting from the
operation of the VES. The maximum ambient concentrations predicted with the dispersion
model will be compared to the Acceptable Ambient Concentrations specified for are stripper
C!
TA/6- 92/595014\RAP Addendum
emissions (FDER policy memorandum, October 1987). The need for further treatment of the
VES emissions with activated carbon will be based upon the results of this comparison. If,
after the first two months of operation, hydrocarbons concentrations in untreated soil gas reach
acceptable levels, the carbon canisters will be removed from the system.
3.2 Groundwater Extraction System
The groundwater remedial system will use pump and treat technology with an electric
submersible groundwater pump for extraction, an air stripping tower for treatment, and an
infiltration gallery from disposal of treated groundwater, as was originally specified in the RAP
and Addendums. However, some of the remedial design specifications have been modified
based upon new site specific data.
3.2.1 Recovery Well Specifications
One of the remedial system design changes was in the groundwater extraction design. Only
one recovery well will be used to remove groundwater from the water table aquifer instead of
the original two recovery wells. A single recovery well installed to a depth 35 feet below the
surface will properly remediate the lower portions of the aquifer since the confining clay unit is
encountered at approximately 40 feet below the surface. The use of the single recovery well
will decrease both the installation and operational cost of the remedial system. The location of
the single well will remain the same as previously specified. Figure 3 is a remedial system
location map illustrating the location of the recovery well.
The recovery well construction will be similar to the construction specifications in the RAP
and Addendums. The recovery well will be completed one foot below grade level with two
feet of solid PVC riser, and 33 feet of 0.01 inches slotted PVC well screen.
Although the aquifer hydraulic conductivity in the shallow water table aquifer decreases from
9.87 AM to 5.43 ft/d in the lower aquifer, this should have minimal affect on groundwater
recovery from the single well. The occurance of decreasing dissolved hydrocarbon
concentrations and hydraulic conductivity with depth ensures that the entire aquifer will be
properly remediated. Groundwater flow will be greater in the upper portions of the aquifer
where the majority of hydrocarbons occur.
3.2.2 Recovery Well Yield
The groundwater well yield for the single recovery well was calculated to determine the
groundwater design treatment rate. The calculations contained in Appendix D utilize an
iterative process of calculating the drawdowns in a recovery well for a specified flow rate. As
a general rule, drawdowns are limited to approximately 37.5 % of the total saturated water table
aquifer thickness to prevent aquifer compaction. The maximum safe groundwater yield was
calculated to be 13 gpm:
5
TA/6- 92/595014\RAP Addendum
3.2.3 Capture Zone, Drawdowns, and Cone of Influence
Calculations were made to determine the effects of the remedial system on the local hydraulic
site conditions. The calculation of the stagnation point downgradient of the recovery well is
presented in Appendix E. The results indicate that the stagnation point is approximately 153
feet downgradient from the recovery well. However, a validity check of the calculations
indicates the the result is not useable. The result of the stagnation point calculation should only
be used as a general guidance distance for assessing the effectiveness of the remedial system.
Groundwater computer modeling using THEIS software, was performed to estimate the
drawdown, mounding, capture zone and cone of influence of the remedial system. The THEIS
well functions are calculated by polynomial approximation taken from Stegun.and Abromowtz,
Handbook of Mathematical Functions, Dover Publications, Inc., New York, New York, 1970.
The analytical model calculates the heads for in an infinite/homogeneous aquifer with a given
transtnissivity, hydraulic gradient, pumping rate, time of pumping, and X and Y coordinates.
The results of the computer modeling are presented in Appendix E. The modeling results
indicate:
• Drawdown in the recovery well is approximately 5.5 feet.
• The recovery well is positioned to capture the entire hydrocarbon impacted area.
• The groundwater mound in the infiltration gallery is approximately 3 feet.
The groundwater modeling results confirm the capture zone, recovery well. drawdown and well
yield, and mounding results obtained from the other calcuiations presented in this report.
3.2.4 Groundwater Pump
The specifications for the groundwater pump were revised due to the use of one recovery well
and increase in the design treatment rate. The Total Dynamic Head (TDH) calculations for the
pump were the same as specified in the original RAP. The groundwater pump must be able to
overcome approximately 100 feet of head at 13 gpm. Due to the increase in withdrawal rate,
the capacity of the pump was increased slightly. The new pump will be a Grundfos model
16S07 -8, 3/4 hp. A performance curve for the pump is presented in Appendix F.
3.3 Air Stripper Tower
The air stripper tower design specifications were modified based upon the new treatment rate
and new subsurface analytical data. The expected influent concentrations used to calculate the
dimensions of the stripper tower were based on the weighted average concentrations from the
monitoring wells located near the proposed recovery well as recommended by the FDER.
Influent contaminant calculations are presented in Appendix G.
The influent concentrations were used to design the air stripper tower. A computer modeling
program called Airstrip (Version 1.2, 1988) was used to calculate the packing height of the air
stripper (Appendix H). A review of the data presented in Appendix H indicates that benzene.
and naphthalene are the two most difficult contaminants to remove. The computer generated
data indicates that approximately 14 feet of packing material is required to meet effluent
objectives. All volatile organic hydrocarbons will be removed at a 99 percent efficiency rate,
except naphthalene which will be removed at a 96 % removal rate.
N
TA/6- 92/595014\RAP Addendum
The total air stripper height will be 19 feet, with 14 feet of packing, 3.5 feet for the bottom
sump, 0.75 feet for the spray nozzle height, and 0.75 feet for the demister. Based upon the
treatment rate, the air stripperwill be 12 inches in diameter. All other original air stripper
specifications will remain the same. The maxilnum ambient concentrations (MAC) for
atmospheric emmisions are below the acceptable ambient concentrations (AAQ (Appendix H).
3.4 Effluent Disposal
As previously discussed in section 2.3 of this addendum, treated groundwater from the air
stripper will be disposed using a 15 foot by 7 foot infiltration gallery. Figure 5 show the
construction specifications of the infiltration gallery.
Due to an increase in relative elevation of approximately 1.5 feet from the air stripper to the
infiltration gallery, a transfer pump will be used to pump the treated groundwater from the air
stripper tower sump to the infiltration gallery. A conservative estimation of the TDH required
for the transfer pump is 10 feet of head at 15 gpm. An Ingersoll -Rand transfer pump Series
1000 model, 1 -1/2 by 1 -1/2 by 3 pump type was selected Pump curve and other related
information is supplied in Appendix F. The transferr pump will be controlled by a level switch
located in the air stripper tower sump. All other fail safe switches will remain the same.
7
TA/6- 92/595014\RAP Addendum
4.0 Summary
This addendum responds to all three of the comments made in the Florida Department of
Environmental Regulation (FDER) letter dated September 16, 1991, which was received on
April 9, 1992. In response to comment number 1, groundwater modeling presented in section
3.2.3 illustrates proposed remedial systems effects on the local aquifer. In response to
comment number 2, the startup procedures, operation, maintenance, and monitoring of the
YES system are, fully detailed in section 3.1.
In response to comment number 3 of the FDER letter, all monitoring wells will be sampled on
a yearly basis. The recent groundwater analytical results obtained from all the monitoring well
on site were used to modify the original design of the remedial system. A summary of the
design changes specified in this addendum includes:
• Use of (1) recovery well, 35 feet in depth, in place of (2) recovery wells.
• Re- sizing-of the air stripper tower.
• Re- sizing of the infiltration gallery.
TA/6- 92/595014\RAP Addendum
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TECHNOLOGY
CORPORATION
Figure 1: WATER TABLE
ELEVATION MAP
Location: Texaco # 24- 203 -013
1501 Gulf to Bay Blvd.
Clearwater, Florida
Prepared For: Star Enterprise
Maitland, Florida
Water Table
Elevation
Well (Feet)
MW -1
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TECHNOLOGY
CORPORATION
Figure 1: WATER TABLE
ELEVATION MAP
Location: Texaco # 24- 203 -013
1501 Gulf to Bay Blvd.
Clearwater, Florida
Prepared For: Star Enterprise
Maitland, Florida
Water Table
Elevation
Well (Feet)
MW -1
61.11
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EXPLANATION
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SCALE Figure 2: TOTAL BTEX
(Feet) CONCENTRATION MAP
Mwmmm Location: Texaco # 24 -203 -013
0 10 20 40 1501 Gulf to Bay Blvd.
Clearwater, Florida
Prepared For: Star Enterprise
Maitland, Florida
ARCHIEVED:
Total BTEX
Concentration
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MW -1 ND
MW -2 ND
MW -3 1011
MW-4 5
MW -5 ND
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OW -2
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-I-
TECHNOLOGY
CORPORATION
SCALE Figure 2: TOTAL BTEX
(Feet) CONCENTRATION MAP
Mwmmm Location: Texaco # 24 -203 -013
0 10 20 40 1501 Gulf to Bay Blvd.
Clearwater, Florida
Prepared For: Star Enterprise
Maitland, Florida
-I-
TECHNOLOGY
CORPORATION
SCALE Figure 2: TOTAL BTEX
(Feet) CONCENTRATION MAP
Mwmmm Location: Texaco # 24 -203 -013
0 10 20 40 1501 Gulf to Bay Blvd.
Clearwater, Florida
Prepared For: Star Enterprise
Maitland, Florida
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INTERNATI NAI
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SCALE Figure 3: REMEDIAL SYSTEM
—• —• Property Boudary (Feet) LOCATION MAP
m Monitoring Well Location: Texaco # 24- 203 -013
X Recovery Well 0 10 20 40 1501 Gulf to Bay Blvd.
— Piping Clearwater, Florida
A Percolation Tests Prepared For: Star Enterprise
Maitland, Florida
2" Dia. P.V.C.Effluent 3/4" Dia. P.V.C. Electrical
Line from Air Stripper Conduit from Control Panel
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12" Dia. Corrugated
----------------- Alurnintua Pertnca2ed -fta —.
Piezometer 2" Dia. P.V.C. 2 -inch P.V.C. Effluent pipe
Installed in a 6" Manhole from Water Treatment System
set at Grade
Concrete O
Catch Basin
(see Detail)) /
Q Entire Excavation Filled I� Drainage Pipe
1 with 1 1/4" Ballast Rock 1% Slope
Water Table t
_ L _
Side View
General Notes:
OTemporary slope determined during installation on
a site specific basis.
0 Surface material will be restored to original condition.
18" Manhole set 12" Dia. Corrugated
at Grade Aluminum Perforated Pipe
8" Concrete Lid IN
with #4 Rebar 12" O.C.
2" Dia. P.V.C. Effluent
Line from Air Stripper
High /Low Failsafj_
Float Switch
�¢ % 0,ii �
ncrete, Floor
- --
i
Geotextile Fabric Liner
(Top & Sides Only)
Geotextile Fabric Liner Entire Excavation Filled 0
(Top 8 Sides Only) with 1 114" Ballast Rock
1
Water Table y.
zz i�
WR W
End View
Infiltration Trench Dimensions
Width (W)
7 Feet
Length (L)
15 Feet
Depth (D)
5 Feet
Depth to (D.T.W.)
Water
5 Feet
Catch Basin Dimensions
Diameter (Dia.)
3 Feet
Height(H)
3 Feet
Depth from (DG)
1 Foot
Table 1 .
Monitoring Data
Texaco 24-203 -013
1501 Gulf to Bay Boulevard
Clearwater, Florida.
IT Project 595014
(All Measurements in Feet)
Casing
Depth to
Water Table
Well
Elevation
Water
Elevation
MW -1
75.00
13.89
61.11
MW -2
75.44
6.34
69.10
MW -3
74.74
5.68
69.06
MW-4
74.54
5.62
68.92
MW -5
75.02
5.63
69.39
MW -6
75.66
6.86
68.80
ON -1
74.94
6.20
68.74
OW -2
75.20
5.95
69.25
OW -3
73.98
5.10
68.88
OW-4
74.12
5.94
68.18
Table 2
Groundwater Analytical Summary
Texaco 24- 203 -013
1501 Gulf to Bay Boulevard
Clearwater, Florida
IT Project 595014
(All Measurements in ppb)
ND = Not Detected Above Detection Limits
Total
Total
Total
Well
Benzene
Toluene
Ethylbenzene
Xylenes
BTEX
MTBE
Napthalenes
MW -1
ND
ND
ND
ND
ND
2
ND
MW -2
ND
ND
ND
ND
ND
ND
ND
MW -3
ND
15
260
736
1011
ND
109
MW-4
ND
ND
1
4
5
ND
ND
MW -5
ND
ND
ND
ND
ND
ND
ND
MW -6
ND
ND
ND
ND
ND
ND
ND
OW -1
51
20
1420
1284
2775
2
505
OW -2
ND
ND
ND
ND
ND
ND
ND
OW -3
ND
ND
3
1
4
ND
ND
OW -4
ND
ND
ND
ND
ND
ND
ND
ND = Not Detected Above Detection Limits
RCV BY:ITCORPORATION 4- 9 -92 ; 9:04 DER WASTE MOMT THL 8139771967;# 1
POSMV brand fax transmittal r
Demo 7157y
Mr. Scott Ivolter
September 16, 1991
IT Environmental services
3018 U.S.-North, Suite 300
Tampa, Florida 33619
RE: Remedial Action Plan (RAp) Addendum for Texaco Station
located at 1501 Gulf to Bay Blvd_, clearWatar', Florida
DER Facility number $28838138
Dear Mr. Ntlter:
The above referenced document has been reviewed and the
following comments are In response to that review. Please revise
as appropriate.
1. It is stated that all the mound from the infiltration
gallery Will be captured, that is the 16gpm proposed to be pumped
to the gallery_ If all that flow will be captured and the
pumping rate is to remain at 169pm, it is unclear as to how the
contamination plume will be captured in it's entirety. Please
provide the modeling indicating the appropriate capture zone.
2. The vacuum extraction vapor treatment system should be
sampled weekly the first month and after two months the data
should be sent to the FDER for evaluation. The methodology to
evaluate the effectiveness of the VES including the location of
samples should be more fully detailed.
3. The proposed sampling protocol should include provisions to
sample all monitoring well at least yearly.
sincerely,
Tim R. Larson, P.E.
Bureau of Waste Cleanup
TRL /wp
PAUL R. MCGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -01A
8600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 1/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 14:00:00
Groundwater sample collected by John Hansen of IT using
Laboratory- supplied containers.
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Ana_ lust
POLY.AROMATICS- Extraction
SW 3510
04/27/92
SGH
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
10
Acenaphthylene
<10
10
Anthracene*
<10
10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
Benz(b /k)Fluoranthene
<10
10
Benzo(g,h,i)perylene
<10
Chrysene*
<10
10
10
Dibenz(a,h)anthracene*
<10
Ftuoranthene
<10
10
10
Fluorene
<10
10
Indeno(1,2,3- cd)Pyrene*
<10
10
Naphthalene
<10
10
Phenanthrene*
<10
10
Pyrene
<10
10
1- Methy1naphthalene **
<10
2- Methylnaphthalene **
<10
10
* Matrix interferences may
10
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
<1
1
Ethylbenzene
<1
p- Xylene
<1
1
m- Xytene
<1
1
1
o- Xylene
<1
1
PAUI. R. MCGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENV1R. SERVICES GROUP 9204293 -01A Page: 2
Project ID: GULF TO BAY 595,014
Sample ID: Mu- 1/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyzed Analyst
2
0
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Ouality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
'f
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MGGINNES AND ASSOCIATES
CONSULTING LAB011ATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 2/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 14:50:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Test Name
Method
Result Units
POLY.AROMATICS- Extraction
SW 3510
POLY.AROMATICS
EPA 610
ug /L
Acenaphthene
<10
Acenaphthylene
<10
Anthracene*
<10
Benz(a)anthracene*
<10
Benz(a)pyrene
<10
Benz(b /k)Fluoranthene
<10
Benzo(g,h,i)perylene
<10
Chrysene*
<10
Dibenz(a,h)anthracene*
<10
Fluoranthene
<10
Fluorene
<10
Indeno(1,2,3- cd)Pyrene*
<10
Naphthalene
<10
Phenanthrene*
<10
Pyrene
<10
1- Methylnaphthalene **
<10
2- Methylnaphthalene **
<10
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
Benzene
<1
Toluene
<1
Ethylbenzene
<1
p- Xylene
<1
m- Xylene
<1
o- Xylene
<1
9204293 -02A
Report Date: 05/05192
Detection Date
Limit Analyzed Analyst
04/27/92 SGH
04/28/92 PSL
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
t
04/27/92 ROM /AS
PAUL R. MCGINNES AND ASSOCIATES
CONSULTING LABORAT013II':S, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -02A Page- 2
Project ID: GULF TO BAY 595,014
SaRlple IN N-4920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyzed Analyst
<1
1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. ALL quality assurance samples met regulatory and
in-house quality control limits unless otherwise specified.
;N_-
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MCGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -03A
8600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 3/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 15:30:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Ana_ lyst
POLY.AP,OMATICS- Extraction
SW 3510
04/27/92
CDR
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
10
Acenaphthylene
<10
10
Anthraccne*
<10
10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
ecnz(b /k)Fluoranthene
<10
10
Senzo(g,h,i)perylene
<10
10
Chrysene*
<10
10
Dibenz(a,h)anthracene*
<10
10
FLuoranthene
<10
10
Fluorene
<10
10
indeno(1,2,3- cd)Pyrene*
<10
10
Naphthalene
92
10
Phenanthrene*
<10
10
Pyrene
<10
10
1- Methylnaphthalene **
17
10
2- Methylnaphthalene **
<10
10
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
15
1
Ethylbenzene
260
1
p- Xylene
332
1
m- Xytene
310
1
o- Xylene
94
1
PAUL R. MGGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH. FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -03A Page- 2
Project ID: GULF TO BAY 595,014
Sample ID! MW- 3/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyzed Analyst
<1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless.,otherwise specified.
Analyst Project Manager 1�
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MGGINNES AND ASSOCIATES
GONSULTING LABORATORIES, ING.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293-04A
8600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 4/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 14:20:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Analyst
POLY.AROMATICS- Extraction
SW 3510
04/27/92
CDR
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
10
Acenaphthylene
<10
10
Anthracene*
<10
10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
Benz(b /k)Ftuoranthene
<10
10
Benzo(g,h,i)perylene
<10
10
Chrysene*
<10
10
Dibenz(a,h)anthracene*
<10
10
Fluoranthene
<10
10
Fluorene
<10
10
Indeno(1,2,3- cd)Pyrene*
<10
10
Naphthalene
<10
10
Phenanthrene*
<10
10
Pyrene
<10
10
1- Methylnaphthalene **
<10
10
2- Methylnaphthalene **
<10
10
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
<1
1
Ethylbenzene
1
1
p- Xylene
2
1
m- Xylene
2
1
o- Xylene
<1
1
PAUL R. MCGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENV1R. SERVICES GROUP
Project ID: GULF TO BAY 595,014
Sample ID: MW- 4/920422/014
Test Name Method
(Continued)
MTBE
9204293 -04A
Page: 2
Detection Date
Result Units Limit Analyzed Analyst
<1
0
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
Analyst Project Manager
DHRS Laboratory ID NOs.86140/E86070
PAUL R. McGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 5/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 14:30:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Test Name Method Result
POLY.AROMATICS- Extraction SW 3510
POLY.AROMATICS
Acenaphthene
Acenaphthylene
Anthracene*
Benz(a)anthracene*
Benz(a)pyrene
eenz(b /k)FLuoranthene
Benzo(g,h,i)perylene
Chrysene*
Dibenz(a,h)anthracene*
Fluoranthene
Fluorene
Indeno(1,2,3- cd)Pyrene*
Naphthalene
Phenanthrene*
Pyrene
1- Methylnaphthalene **
2- Methylnaphthalene **
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
Benzene
Toluene
Ethylbenzene
p-Xylene
m- Xylene
o- Xylene
EPA 610
SW 5030/8020
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<1
<1
<1
<1
<1
<1
9204293-05A
Report Date: 05/05/92
Detection Date
Units Limit Analyzed Analyst
04/27/92 CDR
ug /L
ug /L
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1
1
1
1
1
04/28/92 PSL
04/27/92 ROM /AS
PAUL R• MCGINNES AND AsSOCTATES
GONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -05A Page: 2
Project ID: GULF TO BAY 595,014
Sample ID: Mu- 5/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit AnalyZed Analyst
<1
I
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories OUality Assurance
Plan 41870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
C1
Analyst Project Manager
DHRS Laboratory ID Nos.86140 /E86070
PAUL R. McGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -06A
8600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 6/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 14 :15:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
I
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Analyst
POLY.AROMATICS-Extraction
SW 3510
04/27/92
SGH
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
Acenaphthylene
<10
10
10
Anthracene*
<10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
10
Benz(b /k)Fluoranthene
j <10
Benzo(g,h,i)perylene
<10
10.
Chrysene*
<10
10
10
Dibenz(a,h)anthracene*
<10
Fluoranthene
<10
10
Fluorene
<10
10
10
Indeno(1,2,3-cd)Pyrene*
<10
Naphthalene
<10
10
10
Phenanthrene*
<10
Pyrene
<10
10
10
1- Methylnaphthalene **
<10
2- Methylnaphthalene **
<10
10 .
* Matrix interferences may
10
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
<1
Ethylbenzene
i <1
1
p- Xytene
! <1
1
m- Xylene
<1
1
o- Xylene
<1
1
1
PAUL R. MCGINNES AND ASSOCIATES
GONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
I
IT ENVIR. SERVICES GROUP
Project ID: GULF TO BAY 595,014
Sample ID: Mu- 6/920422/014
Test Name
(Continued)
MTBE
9204293 -06A
Page: 2
Detection Date
Method Result Units Limit Analyzed Analyst
<1 ,
i
Methods: All analyses by MGGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Ouality Assurance.
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
4
Analyst Project Manager
DHRS Laboratory ID Nos.86 40/E86070
I
PAUL R. MCGINNI7S AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: Mu- 30/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 15:40:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Test Name Method Result
POLY.AROMATICS-Extraction SW 3510
POLY.AROMATICS
Acenaphthene
Acenaphthylene
Anthracene*
Benz(a)anthracene*
Benz(a)pyrene
Benz(b /k)Fluoranthene
Benzo(g,h,i)perylene
Chrysene*
Dibenz(a,h)anthracene*
Fluoranthene
Fluorene
Indeno(1,2,3- cd)Pyrene*
Naphthalene
Phenanthrene*
Pyrene
1- Methylnaphthalene **
2- Methylnaphthalene **
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
Benzene
Toluene
Ethylbenzene
p- Xylene
m- Xylene
o- Xylene
EPA 610
SW 5030/8020
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
381
<10
<10
25
43
53
21
1430
430
726
175
9204293 -07A
Report Date; 05/05/92
Detection Date
Units Limit Analyzed Analyst
04/27/92 CDR .
ug /L
ug /L
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
04/28/92 PSL
04/27/92 ROM /AS
MAUL R. MGGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4166 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -07A Page: 2
Project ID: GULF TO BAY 595,014
Sample 1D: Mw- 30/920422/014
Test Name
(Continued)
MTBE
Detection Date.
Method Result Units Limit Analyzed Analyst
<1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in- house.quality control limits unless otherwise specified.
Analyst Project Manager 1�
DHRS Laboratory ID Nos.861410/E86070
PAUL R. MCGINNr.S AND ASSOCIATES
GONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: MW- 31/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 16:00:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Test Name Method
POLY.AROMATICS- Extraction SW 3510
POLY.AROMATiCS EPA 610
Acenaphthene
Acenaphthylene
Anthracene*
Benz(a)anthracene*
Benz(a)pyrene
Benz(b /k)Fluoranthene
Benzo(g,h,i)peryiene
Chrysene*
Dibenz(a,h)anthracene*
Fluoranthene
Fluorene
Indeno(1,2,3-cd)Pyrene*
Naphthalene
Phenanthrene*
Pyrene
1- Methylnaphthalene **
2- Methylnaphthalene **
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
Benzene
Toluene
Ethylbenzene
p-Xylene
m- Xytene
o- Xytene
SW 5030/8020
Result Units
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<1
<1
<1
<1
<1
<1
ug /L
ug /L
9204293 -08A
Report Date: 05/05/92
Detection Date
Limit Analvzecl Analyst
04/27/92 SGH
04/28/92 PSL
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1
04/27/92 ROM /AS
PAUL R. MGGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293-08A
Page: 2
Project ID: GULF TO BAY 595,014
Sample ID: MW- 31/920422/014
Detection Date
Test Name Method Result Units Limit Analyzed Analyst
(Continued)
MTBE <1 1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories 0ual-ity Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
L t Ca_
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MCGINNES AND ASSOCIATES
GONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: OW- 1/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 15:40:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Test Name Method Result Units
POLY.AROMATICS- Extraction
POLY.AROMATICS
Acenaphthene
Acenaphthylene
Anthracene*
Benz(a)anthracene*
Benz(a)pyrene
Benz(b /k)Fluoranthene
Benzo(g,h,i)perylene
Chrysene*
Dibenz(a,h)anthracene*
Fluoranthene
FLuorene
Indeno(1,2,3- cd)Pyrene*
Naphthalene
Phenanthrene*
Pyrene
1- Methylnaphthalene **
2- Methylnaphthalene **
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
Benzene
Toluene
Ethylbenzene
p-Xylene
m- Xylene
o- Xylene
SW 3510
EPA 610
SW 5030/8020
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
431
<10
<10
28
46
51
20
1420
422
694
168
ug /L
ug /L
9204293 -09A
Report Date: 05/05/92
Detection Date
Limit Analyzed Analyst
04/27/92 SGH
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
1
1
1
1
1
1
04/28/92 PSL
04/27/92 ROM /AS
MAUL R. MCGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -09A
Page: 2
Project ID: GULF TO BAY 595,014
Sample ID: ON- 1/920422/014
Detection Date
Test Name Method Result Units Limit Analyzed Analyst
(Continued)
MTBE 2 1
Methods: All analyses by MCGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MCGINNES AND ASSOCIATES
GONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293-10A
11600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: OW- 2/920422/014
Date Received:. 04/23/92
Date Collected: 04/22/92 15 :20:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Analyst
POLY.AROMATICS- Extraction
SW 3510
04/27/92
SGH
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
10
Acenaphthylene
<10
10
Anthracene*
<10
10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
Benz(b /k)FLuoranthene
<10
10
Benzo(g,h,i)perylene
<10
10
Chrysene*
<10
10
Dibenz(a,h)anthracene*
<10
10
Fluoranthene
<10
10
Fluorene
<10
10
Indeno(1,2,3- cd)Pyrene*
<10
10
Naphthalene
<10
10
Phenanthrene*
<10
10
Pyrene
<10
10
1- Methy1naphthalene **
<10
10
2- Methylnaphthalene **
<10
10
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
<1
1
Ethylbenzene
<1
1
p- Xylene
<1
1
m- Xylene
<1
1
o- Xylene
<1
1
PAUL P. McGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -IOA Page: 2
Project 10: GULF TO BAY 595,014
Sample 10: OW•2/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyzed Analyst
<1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Ouality Assurance
Plan #870232. AIL quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MGGINNES AND ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP
8600 Hidden River Parkway
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: OW- 3/920422/014
Date Received: 04/23/92
Date Collected: 04/22/92 15:10:00
Groundwater sample collected by John Hansen of IT using
laboratory - supplied containers.
Test Name Method Result Units
POLY.AROMATICS- Extraction SW 3510
POLY.AROMATICS
Acenaphthene
Acenaphthylene
Anthracene*
Benz(a)anthracene*
Benz(a)pyrene
Benz(b /k)Fluoranthene
Bcnzo(g,h,i)perylene
Chrysene*
Dibenz(a,h)anthracene*
Fluoranthene
Fluorene
Indeno(1,2,3-cd)Pyrene*
Naphthalene
Phenanthrene*
Pyrene
1- Methylnaphthalene **
2- Methy1naphthalene **
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
Benzene
Toluene
Ethylbenzene
p-Xylene
m- Xylene
o-Xylene
EPA 610
SW 5030/8020
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<10
<1
<1
3
<1
1
<1
ug /L
ug /L
9204293 -11A
Report Date: 05/05/92
Detection Date
limit Analyzed Analyst
04/27/92 SGH
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
10
04/28/92 PSL
04/27/92 ROM /AS
PAUL. R. MGGINNES AND ASSOCIATES
CONSULTING LABORATORIES, ING.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -11A Page: 2
Project ID: GULF TO BAY S95,014
Sample ID: ON- 3/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyze( Analyst
<1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control limits unless otherwise specified.
�-- 1 l_Qt iR `
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
PAUL R. MGGINNI:S AN]D ASSOCIATES
GONSULTING LABORATORIES, ING.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -12A
8600 Hidden River Parkway Report Date: 05/05/92
SUITE 100
TAMPA, FL 33637
Attn: JOHN HANSEN
Project ID: GULF TO BAY 595,014
Sample ID: OW- 4/920422/014
Date.Received: 04/23/92
Date Collected: 04/22/92 15:00:00
Groundwater sample collected by John Hansen of IT using
laboratory- supplied containers.
Detection
Date
Test Name
Method
Result
Units Limit
Analyzed
Analyst
POLY.AROMATICS- Extraction
SW 3510
04/27/92
CDR
POLY.AROMATICS
EPA 610
ug /L
04/28/92
PSL
Acenaphthene
<10
10
Acenaphthylene
<10
10
Anthracene*
<10
10
Benz(a)anthracene*
<10
10
Benz(a)pyrene
<10
10
Benz(b /k)Fluoranthene
<10
10
Benzo(g,h,i)perylene
<10
10
Chrysene*
<10
10
Diben --(a,h)anthracene*
<10
10
Fluoranthene
<10
10
Fluorene
<10
10
Indeno(1,2,3-cd)Pyrene*
<10
10
Naphthalene
<10
10
Phenanthrene*
<10
10
Pyrene
<10
10
1- Methylnaphthalene **
<10
10
2-Methylnaphthalene **
<10
10
* Matrix interferences may
prevent separation of
compounds.
* *Required by FAC 17 -770.
PURGEABLE AROMATICS
SW 5030/8020
ug /L
04/27/92
ROM /AS
Benzene
<1
1
Toluene
<1
1
Ethylbenzene
<1
1
p- Xylene
<1
1
m- Xylene
<1
1
o- Xylene
<1
1
PAUL R. McGINNES AND .ASSOCIATES
CONSULTING LABORATORIES, INC.
4168 WESTROADS DRIVE - WEST PALM BEACH, FLORIDA 33407 -1241 - (407) 842 -2849
IT ENVIR. SERVICES GROUP 9204293 -12A Page: 2
Project ID: GULF TO BAY 5951014
Sample ID: OW- 4/920422/014
Test Name
(Continued)
MTBE
Detection Date
Method Result Units Limit Analyzed Analyst
<1
Methods: All analyses by McGinnes Laboratories were performed using EPA and
DER approved methods per McGinnes Laboratories Quality Assurance
Plan #870232. All quality assurance samples met regulatory and
in -house quality control Limits unless otherwise specified.
Analyst Project Manager
DHRS Laboratory ID Nos.86140/E86070
IT PROJECT NAME: Texaco # 24- 203 -013
PROJECT LOCATION: 1501 Gulf to Bay Boulevard
Clearwater, Florida
IT PROJECT NUMBER: 595014
INFILTRATION GALLERY CALCULATIONS
SUPPLIED DATA:
Length of gallery (1)
Width of gallery (w)
Depth of gallery (z)
Avg. horizontal permeability (K):
Average hydraulic gradient (i)
Desired flow rate (DF) gpm :
Desired flow rate (DF) cfd :
VOLUME IV DISCHARGE RATE:
15
ft.
7
ft.
4.0
ft.
7.65
ft. /day
1.00E -02
ft. /ft.
13
gpm
2502.51
cfd
K(IV) = (4 *Qp)/ (PI *d *(2H ^2 +(4 *H *D) +Hd))
K(IV) = 33.39 ft. /day
FIELD INFILTRATION RATE:
Calculated Stabilized Flow (Qp):
2.80
gpm
Qp =
539.00
cfd
Test hole diameter (d):
0.33
ft.
Actual Depth to Water BLS (H):
5.50
ft.
Saturated test hole depth (D):
0.00
ft.
DESIGN CHECK OF GALLERY:
Is QT >= DF?
QT is greater
DESIGN SAFETY FACTOR: 100 %(1- (DF /QT))
VERTICAL SEEPAGE: Qv = 1wK(IV)
Qv = 3505.928 cfd
PERPENDICULAR AREA:
A = 2[(1 *d) + (w *d)]
A = 176 sq.ft.
LATERAL. SEEPAGE: Q1= KAi
Ql = 13.46 cfd
TOTAL SEEPAGE: QT = Qv +Ql
QT = 3519 cfd
Status?
Gallery ok
29%
IT PROJECT NAME: Texaco # 24- 203 -013
PROJECT LOCATION: 1501 Gulf to Bay Boulevard
Clearwater, Florida
IT PROJECT NUMBER: 595014
INFILTRATION GALLERY CALCULATIONS
SUPPLIED DATA:
Length of gallery (1) :
Width of gallery (w)
Depth of gallery (z)
Avg. horizontal permeability (K):
Average hydraulic gradient (i)
Desired flow rate (DF) gpm
Desired flow rate (DF) cfd :
VOLUME IV DISCHARGE RATE:
15
ft.
7
ft.
4.0
ft.
7.65
ft. /day
1.00E -02
ft. /ft.
13
gpm
2502.51
cfd
K(IV) = (4 *Qp)/ (PI *d *(2H ^2 +(4 *H *D) +Hd))
K(IV) = 57.24 ft. /day
FIELD INFILTRATION RATE:
Calculated Stabilized Flow (Qp):
4.80
gpm
Qp =
924.00
cfd
Test hole diameter (d):
0.33
ft.
Actual Depth to Water BLS (H):
5.50
ft.
Saturated test hole depth (D):
0.00
ft.
DESIGN CHECK OF GALLERY:
Is QT >= DF?
QT is greater
DESIGN SAFETY FACTOR: 100 %(1- (DF /QT))
VERTICAL SEEPAGE: Qv = 1wK(IV)
Qv = 6010.162 cfd
PERPENDICULAR AREA:
A = 2[(1 *d) + (w *d)]
A = 176 sq.ft.
LATERAL SEEPAGE: Q1= KAi
Ql = 13.46 cfd
TOTAL SEEPAGE: QT = Qv +Ql
QT = 6024 cfd
Status?
Gallery ok
58
* ** GROUNDWATER RECHARGE AND MOUNDING PROGRAM * **
(C) Copyright 1983, Peter J. Singhofen, P.E.
* ** I N P U T D A T A * **
PROJECT I.O. - -) 595014
BASIN LENGTH
BASIN WIDTH
WT DEPTH
ARRIVAL RATE
TIME END INFILTRATION
FILLABLE POROSITY
AVG HORZ PERMEABILITY
TRANSMISSIVITY TOLER
MAX ALLOWABLE DEPTH
- -) 15
- -) 35
--) 23.8
--) 100
- -) .4
- -) 7.65
-) .01
- -) 40
GR91114 VER 2.4
*** R E
S U L
T S * **
TIME
X
Y
T
h -ti
h
1.00
0.00
0.00
.279.48
3.07
38.07
10.00
0.00
0.00
280.81
3.42
38.42
20.00
0.00
0.00
280.90
3.45
38.45
30.00
0.00
0.00
280.92
3.45
38.45
40.00
0.00
0.00
280.94
3.46
38.46
50.00
0.00
0.00
280.95
3.46
38.46
60.00
0.00
0.00
280.95
3.46
38.46
70.00
0.00
0.00
280.96
3.46
38.46
80.00
0.00
0.00
280.96
3.46
38.46
90.00
0.00
0.00
280.96
3.46
38.46
100.00
0.00
0.00
280.97
3.46
38.46
GR91114 VER 2.4
Groundwater Extraction System Design
By: ,' Date: S.�2
Checked By: Date:;/- 3-
r
Page No. r
Project No. 596-0 j f
IT PROJECT NAME: Texaco # 24- 203 -013
LOCATION: 1501 Gulf to Bay Blvd., Clearwater
IT PROJECT NUMBER: 595014
Purpose: To design a groundwater extraction system so as to effectively capture
the dissolved hydrocarbon plume, based upon the total calculated
drawdown in a recovery well from a given withdrawal rate.
References: 1. Groundwater Hydrology - Bouwer, McGraw Hill, 1978
2. Velocity Plots and Capture Zones of Pumping Centers for
Groundwater Investigations -Keely & Tsang, Groundwater Vol 21,
NoA Nov -Dec 1988
3. Groundwater Hydrology -D.K. Todd, Wiley & Sons, 1980
4. Groundwater -R.A. Freeze and J.A. Cherry, 1979
5. Applied Hydrogeology, C.W. Fetter, Jr., 1980
Assumptions: 1. All asumptions inherent in the derivation of this Theis non - equilibrium
equation are valid.
2. Delayed yield has passed and the aquifer is in true unconfined conditions.
3. A pumping withdrawal rate of 13 (gpm) is used based upon
previous specific yield calculations and actual observed monitoring
well purging rates.
Drawdowns: 1. Theoretical drawdown (Sa)
2. Drawdown due to partial penetration
3. Drawdown due to dewatering
4. Drawdown due to well loss
By: Date: G3`
Checked By: ` C Date:
1. Theoretical Drawdown
Equations: Sa = (Q /4 pi T) W(u)
u = ((Rw)(Rw) S / 4 t T)
T =Kb
Page No.
Project No. Sig s 4iy
Where: Sa =
Theoretical drawdown (ft)
Q =
Groundwater withdrawal rate (cu. ft/d)
S =
Storativity
T =.
Transmissivity (sq.ft/d)
K =
Hydraulic Conductivity (sq. ft. /d)
b =
Saturated Water Table Aquifer Thickness
n =
pi constant
Rw =
Radial distance close to the recovery well (ft)
t =
Time period assumed before a rechage event occured (days)
and the aquifer is in steady state.
W(u) =
Well Function (Fetter, 1980, Page 460)
U =
Well function variable
Variables: Q =
13 (gpm) 2502.5 (cu. ft/d)
S =
0.2
n =
3.14
Rw =
0.5 (ft)
t =
30 (days)
K =
7.65 (ft. /d)
b =
34 (ft)
Results:
T = 260.1 (sq. ft. /d)
U = 1.602E -06
W(u) _ 12.93
Sa = 9.90 (Feet)
Check: As a general hydrogeologic rule, pumping well drawdown should not be
greater than 37.5 % of the Saturated Aquifer Thickness (SAT).
Sa (% SAT) 29.13 %
Drawdown and Pumping Rate are Acceptable
By: 6 Date:
Checked By: Date:
2. Drawdown due to partial penetration
Equations: Cpp = pp[1 +7(4Rw /2pp b)Cos(n pp /2)]
Spp = Sa((1 /Cpp) -1))
Page No. 3
Project No. 5'�SO /q
Where: Cpp = Partival penetration constant
pp = Percent penetration of recovery well in aquifer
Spp = Drawdown due to partial penetration
S Total Combined Drawdown
Variables: pp = 100%
Note: because the recovery well will be fully penetrating the water table aquifer,
there is no additional drawdown due to partical penetration.
Results: Cpp = 1.00
Spp = 0 (ft)
S = 9.90 (ft)
Check: The combined drawdowns in the recovery well should not be
greater than 37.5 % of the Saturated Aquifer Thickness (SAT).
S (% SAT): 29.12%
Drawdown and Pumping Rate are Acceptable
By: Date: 6 3 -�2
Checked B Date:
3. Drawdown due to dewatering
Page No.
Project No. S95'0144
In an unconfined aquifer, dewatering of the aquifer causes a change in transmissivity.
This correction accounts for this dewatering effect.
Equation:
Where:
Result:
S'= S- ((S)(S) /2b)
S= ((b2) -(4(({ (2b)(2b)))- (4b2S))))/2
S' = Drawdown that would occur in an equivalent nonleaky artesian aquifer
S' = 12.03 (ft)
S (% SAT) 35 %
Drawdown and Pumping Rate are Acceptable
4. Drawdown due to well loss
A step drawdown test was not conducted to determine well loss coefficient.
Assume drawdown due to well loss to be negligible.
The maximum groundwater withdrawal rate (Qm) was obtained through the iterative process
of selectivly alternating Q while noting that the maximum drawdown of 37.5 % of the aquifer
was not exceeded.
Calculation of Stagnation Point
Texaco # 24- 203 -013
LOCATION: 1501 Gulf to Bay, Clearwater, Florida
IT PROJECT NUMBER: 595014
By: Date:63 2 Page No.
Checked Date:; _ -- z. Project No. rSLi�01y
Purpose: The purpose of this calculation is to determine the stagnation point downgradient
of a recovery well which is influenced by a natural gradient.
Reference: FDER, "Guidance Manual for Review of Petroleum
Remedial Action Plans ", Section 2.1, pp. 1 -4, (November 1990).
Assumptions: 1) Uniform and steady regional flow,
2) Uniform and isotropic aquifer,
3) Fully penetrating well.
Equations: r = 229.4 Q /(Ti) if Cv = (1.87(r)(r)S/tT) < 0.05
Where: Q =
r=
S=
t=
T=
i=
Cv
pumping rate of recovery well (gpm)
radius of the stagnation point (ft.)
storage coefficient (dimensionless)
time (days)
Transmissivity (gpd/ft)
natural groundwater gradient (ft/ft)
Check Variable
Variables: Q =
13 (gpm)
S =
0.2
t=
30 (days)
T=
1945.5 (gpd/ft)
i =
0.01 (ft)
Results: r - 153.2871 (ft)
Check: CT-=- 0.150567
Result is not Usable
By: Date: b 3 yz
Checked By: Date: - -9
s-
Check Continued:
Equations: e(r) = e(w) - s - r*i
Where:
Variables:
Results
s = ( 264 *Q /T) *log[(0.3 *T *t) /(r *r *S)]
Page No.
Project No.
e(r) = Groundwater elevation at radius r (ft)
e(w) = Undisturbed groundwater elevation at well (ft)
i = Natural groundwater gradient (ft/ft)
r = Radius from well (ft)
S = Drawdown from pumping at radius r (ft)
e(w) = 69.00
r
e(w)
r *i
s
e(r)
50
69
0.5
2.72E +00
65.78
100
69
1
1.66E +00
66.34
150
69
1.5
1.04E +00
66.46
200
69
2
6.00E -01
66.40
250
69
2.5
2.58E -01
66.24
Transmiseiv1ty, in gpd/ft = 1945,5
Storage coefficient = '2
static head of aquifer at coordinate system origin = 68,5
Potentiometrio head contours plot at angle, in degrees of 0
The hydraulic gradient of the potentiometric surface, in ft/ft
Radius of wells, in feet = .25
Number of wells = 4
Woll number = 1
X,Y coordinates of well. = (-60 ,-10 )
Pumping rate of well number 1 (gpm) = 13
Time, in days that well has been pumping = 30
Well numbar = 2
X,Y coordinates of well = ( 55 , 40 )
Pumping rate of well number 2 (gpm) = -4.3
Time, in days that well has been pumping = 30
Well number = 3
X,Y coordinates of well 55 , 50 )
Pumping rate of well number 3 (gpm) = -4,3
Time, in days that well has been pumping = 30
Well number = 4
X,Y coordinates of well = ( 55 , 60 )
Pumping rate of well number 4 (gpm) = -4'3
Time, in days that well has been pumping = 30
Wells done
4 )-cY .MU ��� l4 6S. -1 69�0 6�.4l i 9.�4 �
69 0 N4 7(,6 .22 7W'44 /0 .r,4 7k'&4 71'01 7i.1." 73 o ,I .1r 7z.1
� /l.05 7W'95 70'86 70'7o 70,e,/
90 ) CS'82 68'83 68.86 68.8D 68'94 69'01 C' 9.11 69.25 6 9'37 �
9.63' 69.72 89,93 70.16 70.41 /0.b6 70'92 71.15 71.31 71.3O 71'334 71'2
4 71'11 70'98 70'85 70.73 70'63
80> 68'53 6 8 .62 58.52 6G,64 68'67 68'72 68,79 68'89 69,,02 69,17 6
9'S6 69,57 64'81 70'07 70,37 70'69 71.02 71,35 71.50 71.67 71.55 71.3
8 71,18 71.00 70,84 70.70 70'57
70> 68.44 68.42 68.41 68,41. 68,43 68'47 68.64 68'64 68,78 68.94 G
9.15 69,38 69.65 69,96 70.30 70.69 71,13 71,61 72.010 72.16 71,85 71^5
2 71.24 71.00 70.01 70.65 70.51
60) 68.24 68.21 68.18 68.17 68,17 68.20 68.26 68.36 68.50 68.68 6
8,91 69.17 69.47 69.81 70.19 70,64 71'17 71,85 72'84 72'03 72,11 71.5
1 71,24 70.96 70.75 70,57 70'42
50\ 68.04 67.99 57.94 67,91 67'89 67.89 67.94 68.03 68.18 68.38 5
8,63 68.92 69.24 69.61 70,02 70.50 71.09 71'86 73.00 73.09 72'14 71.5
6 71.16 70.87 70,65 70.46 70.32
40) 67.84 67.77 67,63 67,63 67.67 67.55 67.57 67.55 67,81 58.03 6
8,31 68,53 68.98 69,35 69,79 70,27 70.83 71.53 72'54 72,64 71.84 71.3
4 70.98 70.71 70^50 70.33 70.19
30> 67,64 67.54 67'44 67.33 67.28 67,18 67.14 67,20 57'37 57,63 5
7'95 68.31 58.68 69.08 69,50 69,95 70.44 70.97 71'48 71,59 71'30 70,9
9 70,72 70'50 70.32 70'17 70.04
20) 67.45 67'33 67,19 67'03 66'87 66,71 66.61 66.64 56.84 57'17 O
7'66 67,96 68,37 58,78 69.18 69.69 70,00 70.39 70.69 70,81 70,74 70,6
8 70.41 70'25 70.11 69,98 69.87
10) 67.27 67.12 66.95 66'76 66.50 66,22 66,96 65.89 66'17 66.65 6
7,16 67,62 68,06 58,47 68,86 69,24 69'58 69.89 70'12 70'24 70,25 70'1
s 70,09 69.98 69'88 69'78 69.69
W> 67.11 66.95 66.75 66.50 56'18 55,73 65'12 64.69 65'32 66.14 6
6,78 67.32 87,78 68.18 68,56 68.90 69.20 69'46 69.66 69,78 69,833 69,8
2 69.78 69,71 69.64 69,57 69.50
-}0) 56'98 66.81 65.60 66.33 65'97 65'43 64'45 58'89 64.64 66.80 6
6'S3 �7'08 67,54 67,33 68.28 68'60 68.87 69,10 59,28 69,40 69,47 69.4
9 69,48 69.45 69,41 69.36 69'31
-20) 66'87 65.71 66.50 60.25 65.92 65.46 64.84 64.39 65'01 65.80 6
6.43 66,93 07,36 67'72 58.05 58'33 68,53 68.79 68.95 69.07 69'16 69'2
' 0 69.21 69.20 59'18 69.15 69.12
-30) 66.80 66.64 66'46 66.24 65.98 65.68 66,39 66'30 66'55 65.99 6
6'45 66'86 67,23 67,65 67,85 68.11 68'33 68.52 68.67 68,79 68.88 68'9
'3 68.96 68'97 68.97 68.95 68'93
-40) 66'74 66.60 66'45 66.27 66.09 65'91 66,77 66.76 65'92 66.19 6
6,51 66.84 67.15 67,43 67,68 67,91 68,11 68,29 68'43 68.54 68,63 68,6
9 68.73 68'75 68.76 68,75 68,74
-50) 65.70 66.58 66.46 66.33 66.20 65'09 66.03 65'04 65,16 66,35 b
6,58 66,84 67.09 67'32 57'55 57,75 57,93 68'08 68'21 68.32 68,41 68'4
-7 68'52 68'55 68'56 68.57 68'57
-60) 56.67 66.57 60.47 66.37 66'29 66'22 66'20 66'23 66'31 66'46 G
6,54 66,85 67,04 67,24 67,43 67,60 57.76 57.90 58,02 58,12 58,21 68.2
-7 68,32 68,35 68'38 68.39 08'39
-70> 66,64 66'55 66'49 66.41 66.36 56.32 66'31 66.54 65.42 65.53 6
6,67 66,83' 57^00 67'16 67'33 67,48 67,62 67.74 57'85 57'95 68'02 68.0
9 68.14 68.17 68'20 68.22 68.23
-80) 66,61 66.65 66'49 65'44 66.40 66,38 66'39 56'42 66'48 66'57 O
6'69 66,82 66.96 67.09 67.23 67'36 67,49 67,60 67.70 57,78 67,86 67.9
� 67'37 58-01 68.03 58.06 68'07
-90> 66'69 66,54 66.49 66'45 66.43 66'42. 06.43 65.45 56'52 66'59 O
6'69 06'79 66,91 67,03 67'14 67,26 57'37 67.46 67'55 67'63 67,70 67'7
6 67'81 67.85 67.88 67'90 67'92
-100> 66.56 66'52 66.49 66'46 66'44 65.44 66'46 66,48 66.53 65.60 6
8,67 60'76 66,86 66.96 67'06 67,16 67.25 67'34 67.42 67,49 67.56 67.6
1 f- y'6e,-) 67'70 67'73 67'75 67'77
START DATE: 4 -24 -92 TLAST REV. DATE: 5 -5 -92 CHECKED BY: INMATOR: JKH DRAWING NO.: MA202439 STORED:
DRAWN BY: JKH DRAWN BY: JKH APPROVED BY: PROJECT MGR.: JKH PROJECT NO.: 595014 ARCHIEVED:
-130 -110 -90 -70 -60 -30 -10 10 30 60 70 90 110 130
100 r- I I I I I 1 100
F toABAY HOULWA R
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100 • -•- - --
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1 3 • CORPORATION
EXYLANON
THEIS COMPUTER MODELING
-• -•
Property Boudary
SCALE
(Feet)
Location.
m
Monitoring Well
1501 Gulf to Bay B1vd.
X
Recovery Well
0 10 20 40
Clearwater, Florida
—
Piping
Prepared For: Star Enterprise
A
Percolation Tests
Maitland, Florida
miss
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LENGTH
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APPROX. UNIT
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16505 -5
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217/a
33/4
27
16507 -8
3/4
25
3 3/4
29
16510 -10
1
27 Mb
33/4
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33/4
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64
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MODEL NO.
HP
LENGTH
(INCHES)
WIDTH
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APPROX. UNIT
SHIPPING WT. (LBS.)
16505 -5
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217/a
33/4
27
16507 -8
3/4
25
3 3/4
29
16510 -10
1
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33/4
32
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32
33/4
36
16520-18
2
34%
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40
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3
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3600
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80
60
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160 200
280 360
440 520 600 680
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GENERAL ARRANGEMENT
DISCHARGE 7
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4 -H HOLES F MOTOR SUPPORT AB a F PUMP TO O.D. OF
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9 CONDUIT BOX
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WHEN SUPPLIED..
it PUMP DIMENSIONS
MAXIMUM NEMA MOTOR DIMENSIONS
55
1000
Series
Pump Type Sutton Olsch. CP AA AC 00
W X Y Z Lbs.
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2 3'h 1% 2% 25
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By � Date 6- 3'Eh
Ckd. B y� Date
IT PROJECT NAME: Texaco # 24- 203 -013
LOCATION: 1501 Gulf to Bay, Clearwater, Florida
IT PROJECT NUMBER: 595014
Weighted Average Method for Determining
Influent Concentration
Purpose: The purpose of this calculation is to estimate treatment system influent
concentrations using the weighted average method.
The weighted average is calculated using the following equation:
C(avg) = (C1/D1 + C2/D2 +...+ Cn/Dn) / (1/D1 +l/D2 +...+ 1/Dn)
Where:
Cn = concentration of constituent in ground water obtained from nth - referenced monitoring
well.
Dn = distance from nth - monitoring well with associated constituent concentration to
recovery well.
Note : A safety factor of 1.25 is applied to the results.
Monitoring well concentrations were determined from the analytical results of groundwater
samples collected during April 1992. The distances were determined from the
monitoring and the recovery well locations as indicated on the attached site map.
Page of f
By 'Date G_3-
Ckd. ByT �C Date
The following is the equation used to calculate the influent concentrations that will be used
in the design of the groundwater treatment system.
C(influent) _ [ ( Cl(avg) x Q1 /QT) + ( C2(avg) x Q2 /QT) +...+ ( Cn(avg) x Qn /QT) ]
Cn(avg) = average concentration of constituent in groundwater obtained
from the n -th referenced recovery well.
Qn = flow rate of groundwater from the n -th referenced recovery well.
QT = total flow rate of groundwater entering the treatment system
from all recovery wells.
Page 2 Of
By Date G Page 3 of !
Ckd. By �,i Date 3-y z
v
IT PROJECT NAME: Texaco # 24- 203 -013
LOCATION: 1501 Gulf to Bay, Clearwater, Florida
IT PROJECT NUMBER: 595014
Weighted Average Data for RW -1
ND(n) = parameter is below parenthetical detection limit, n.
Total
Total
Well #
Benzene
Toluene
Ethylbenzene
Xylenes
MTBE
Naphthalenes
D (feet)
MW -1
ND(1)
ND(1)
ND(1)
ND(1)
2
ND(10)
62
MW -2
ND(l)
ND(1)
ND(1)
ND(1)
ND(10)
ND(10)
75
MW -3
ND(1)
15
260
736
ND(10)
109
50
MW -4
ND(1)
ND(l)
1
4
ND(10)
ND(10)
73
OW -1
51
20
1430
1284
2
505
10
OW -2
ND(1)
ND(1)
ND(1)
ND(1)
ND(10)
ND(10)
40
OW -3
ND(1)
ND(1)
3
1
ND(10)
ND(10)
65
OW -4
ND(1)
ND(1)
ND(1)
ND(1)
ND(10)
ND(10)
52
ND(n) = parameter is below parenthetical detection limit, n.
By 04 Date
Ckd. By1/ f Date
IT PROJECT NAME: Texaco # 24- 203 -013
LOCATION: 41501 Gulf to Bay, Clearwater, Florida
IT PROJECT NUMBER: 595014
Weighted Average Data for RW -1
INTERMEDIATE CALCULATIONS
(C(n)/D(n))
Page of
Well #
Benzene
Toluene
Ethylbenzene
Total
Xylenes
MTBE
Total
Naphthalenes
1/D (feet)
MW -1
0.00E+00
0.00E+00
O.00E+00
0.00E+00
3.23E -02
0.00E+00
1.61E -02
MW -2
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E+00
0.00E +00
1.33E -02
MW -3
0.00E+00
3.00E -01
5.20E+00
1.47E+01
0.00E+00
2.18E+00
2.00E -02
MW -4
0.00E+00
O.00E +00
1.37E -02
5.48E -02
0.00E+00
0.00E+00
1.37E -02
OW -1
5.10E+00
2.00E +00
1.43E+02
1.28E+02
2.00E -01
5.05E +01
1.00E -01
OW -2
0.00E+00
0.00E+00
0.00E+00
0.00E+00
O.00E +00
0.00E+00
2.50E -02
OW -3
0.00E+00
0.00E+00
4.62E -02
1.54E -02
0.00E+00
0.00E+00
1.54E -02
OW -4
0.00E+00
O.00E +00
0.00E +00
0.00E+00
0.00E +00
0.00E+00
1.92E -02
Column Summation =
5.10E+00
2.30E+00
1.48E+02 1.43E+02 2.32E -01
5.27E+01
2.23E -01
C(avg) measured in (ug 1) for
Benzene = 23
x 1.25 =
29
Total BTEX =
1341
x 1.25 = 1677
Toluene = 10
x 1.25 =
13
MTBE =
1
x 1.25 = 1
Ethylbenzene = 666
x 1.25 =
832
Naphthalenes =
2:36
x 1.25 = 296
Xylenes = 643
x 1.25 =
803
WA
* * * * * ** A N A L Y S I S OF S T R I P P I N G T 0 W E R * * * * * **
PROJECT : 595014
ENGINEER : John Hansen
Design temperature
Density of water
Density of air
Viscosity of water
Viscosity of air
Surface tension of water
Atmospheric pressure
PHYSICAL CONSTAN'
68.0
62.3
0.0752
: 6.75E -04
: 1.19E -05
73
1.00
DATE : 6/1/1992
PAGE : 1/2
rs
degrees F.
lb/ft-3
lb/ft-3
lb /ft.s
lb /ft.s
dyne /cm
atm
CONTAMINANT PROPERTIES
Name Benzene
Molecular weight 78.1 g /mol
Boiling point 176 degrees F.
Molal volume at boiling point 0.0960 L /mol
Henry's Constant 0.23000
Temperature Constant 1849 deg K
Molecular diffusivity in air 1.01E -04 ft"2 /s
Molecular diffusivity in water 9.59E -09 ft"2 /s
Name
Packing Material
Nominal Size
Specific Area
Critical surface tension
Packing depth
Air friction factor
PACKING PROPERTIES
Jaeger Tripacks
Plastic
2.00 inch
47.9 ft"2 /ft ^3
33 dyne /cm
13.8 ft
15
AIRSTRIP Ver. 1.2 (C) 1988
* * * ** IT Corporation
* * * * * ** A N A L Y S I S OF S T R I P P I N G T 0 W E R k * * * * **
PROJECT 595014
ENGINEER John Hansen
DATE : 6/1/1992
PAGE : 2/2
LOADING
RATES
._ Water mass loading rate
2.30E +00
lb/ft-2.s
Air mass loading rate
2.78E -01
lb/ft-2.s
Water volumetric loading rate
1.66E +01
gpm /ft"2
Air volumetric loading rate
1.66E +03
gpm /ft"2
Air pressure gradient
0.095 "
H20/ft
Volumetric air /water ratio
100.0
Stripping factor
23.0
MASS TRANSFER
PARAMETERS
Percentage of packing area wetted
49.3
%
Wetted packing area
23.6
ft-2/ft-3
Transfer rate constant in water
6.74E -04
ft /s
Transfer rate constant in air
4.66E -02
ft /s
Overall transfer rate constant
6.35E -04
ft /s
Overall mass transfer coefficient
1.50E -02 1/s
_ NTU
5.4752
HTU
2.5113
ft
CONTAMINANT REMOVAL
Influent concentration 2.90E +01 ug /L
Effluent concentration 1.47E -01 ug /L
Fraction removed 99.5 %
Mass of contaminant removed 5.74E -03 lb /ft"2.day
Concentration in airstream 8.17E -03 mg/ft-3
* Expressed per unit of stripping tower cross - sectional area
# Expressed per unit of tower length
AIRSTRIP Ver. 1.2 (C) 1988
* ** ** IT Corporation * * * **
w
w
w
w
*
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PROJECT 595014
ENGINEER John Hansen
Design temperature
Density of water
Density of air
Viscosity of water
Viscosity of air
Surface tension of water
Atmospheric pressure
DATE : 6/1/1992
PAGE : 1/2
PHYSICAL CONSTANTS
68.0 degrees F.
62.3 lb /ft"3
0.0752 lb /ft"3
: 6.75E -04 lb /ft.s
: 1.19E -05 lb /ft.s
73 dyne /cm
1.00 atm
CONTAMINANT
PROPERTIES
Name
Napthalene
Molecular weight
128.2
g /mol
Boiling point
424
degrees F.
Molal volume at boiling point
0.1476
L /mol
Henry's Constant
0.04900
Temperature Constant
1904-
deg K
Molecular diffusivity in air
7.51E -05
ft"2 /s
Molecular diffusivity in water
7.41E -09
ft"2 /s
Name
Packing Material
Nominal Size
Specific Area
Critical surface tension
Packing depth
Air friction factor
PACKING PROPERTIES
Jaeger Tripacks
Plastic
2.00 inch
47.9 ft ^2 /ft"3
33 dyne /cm
13.8 ft
15
AIRSTRIP Ver. 1.2 (C) 1988
* *w *r IT Corporation * * * **
* * * * * ** A N A L Y S I S OF S T R I P P I N G T 0 W E R * * * * * **
PROJECT : 595014
ENGINEER : John Hansen
Water mass loading rate
Air mass loading rate
Water volumetric loading rate
Air volumetric loading rate
Air pressure gradient
Volumetric air /water ratio
Stripping factor
DATE : 6/1/1992
PAGE : 2/2
LOADING RATES
2.30E +00 lb/ft-2.s
2.78E -01 lb /ft"2.6
1.66E +01 gpm /ft"2
1.66E +03 gpm /ft"2
0.095 " H20/ft
100.0
4.9
.r MASS TRANSFER PARAMETERS
Percentage of packing area wetted 49.3 %
Wetted packing area 23.6 ft-2/ft-3
Transfer rate constant in water 5.93E -04 ft /s
Transfer rate constant in air 3.83E -02 ft /s
Overall transfer rate constant 4.50E -04 ft /s
Overall mass transfer coefficient 1.06E -02 1/s
NTU 3.6727
HTU 3.7438 ft
0
Influent concentration
Effluent concentration
Fraction removed
Mass of contaminant removed
Concentration in airstream
CONTAMINANT REMOVAL
2.96E +02 ug /L
1.28E +01 ug /L
95.7 %
5.63E -02 lb /ft "2.day
8.02E -02 mg/ft-3
* Expressed per unit of stripping tower cross - sectional area
# Expressed per unit of tower length
AIRSTRIP Ver. 1.2 (C) 1988
* * * ** IT Corporation * * * **
r i
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- —Z 072 901 935
Receipt for
Certified Mail
No Insurance Coverage Provided
® Do not use for International Mail ;
UMTED STRES
- pp$T�L $EpVILE
(See Reverse)
Sent to
Street V/6. IVM
P.O., S t ZI
pTAW CITY FL 33565
Postage Q
Certified Fee r
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Special Delivery Fee
Restricted Delivery Fee -
th Return Receipt Showing
0)
0 to Whom & Date Delivered
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2 Date, and Addressee's Address
TOTAL Postage L•
& Fees i7
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O Postmark -or Date
C 12/2/94
E
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a
* ** * * ** A N A L Y S I S OF S T R I P P I N G T 0 W E R * * * * * **
PROJECT 595014
ENGINEER John Hansen
Design temperature
Density of water
Density of air
Viscosity of water
Viscosity of air
Surface tension of water
Atmospheric pressure
DATE : 6/1/1992
PAGE : 1/2
PHYSICAL CONSTANTS
68.0 degrees F.
62.3 lb/ft-3
0.0752 lb/ft-3
: 6.75E -04 lb /ft.s
: 1.19E -05 lb /ft.s
73 dyne /cm
1.00 atm
CONTAMINANT
PROPERTIES
Name
Ethylbenzene
Molecular weight
106.2
g /mol
Boiling point
277
degrees F.
Molal volume at boiling point
0.1404
L /mol
Henry's Constant
0.27000
Temperature Constant
1904
deg K
Mole.cular diffusivity in air
8.10E -05
ft"2 /s
Molecular diffusivity in water
7.63E -09
ft"2 /s
Name
Packing Material
Nominal Size
Specific Area
Critical surface tension
Packing depth
Air friction factor
PACKING PROPERTIES
Jaeger Tripacks
Plastic
2.00 inch
47.9 ft-2/ft-3
33 dyne /cm
13.8 fit
15
AIRSTRIP Ver. 1.2 (C) 1988
* * * ** IT Corporation ** * **
* * * * * ** A N A L Y S I S OF S T R I P P I N G T 0 W E R * * * * * **
PROJECT : 595014
ENGINEER : John Hansen
Water mass loading rate
Air mass loading rate
Water volumetric loading rate
Air volumetric loading rate
Air pressure gradient
Volumetric air /water ratio
Stripping factor
DATE 6/1/1992
PAGE 2/2
LOADING RATES
2.30E +00 lb/ft-2.s
2.78E -01 lb /ft"2.s
1.66E +01 gpm /ft"2
1.66E +03 gpm /ft"2
0.095 " H20/ft
100.0
27.0
MASS TRANSFER PARAMETERS
Percentage of packing area wetted 49.3 %
Wetted packing area 23.6 ft-2/ft-3
Transfer rate constant in water 6.02E -04 ft /s
Transfer rate constant in air 4.03E -02 ft /s
Overall transfer rate constant 5.70E -04 ft /s
Overall mass transfer coefficient 1.35E -02 1/s
NTU 4.9310
HTU 2.7885 ft
Influent concentration
Effluent concentration
Fraction removed
Mass of contaminant removed
Concentration in airstream
CONTAMINANT REMOVAL
8.32E +02 ug /L
6.95E +00 ug /L
99.2 %
1.64E -01 lb /ft"2.day
2.34E -01 mg/ft-3
* Expressed per unit of stripping tower cross - sectional area
# Expressed per unit of tower length
AIRSTRIP Ver: 1.2 (C) 1988
* * * ** IT Corporation * * * **
w
*
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AIR STRIPPER ATMOSPHERIC EMISSIONS
Texaco 24.203.013
1501 Gulf to Bay Blvd.
Clearwater, Florida
FLOW RATE (g.p.m.)
13
0.00E +00
1.00E -04
STACK HEIGHT (ft.)
19
0.00E +00
0.00E +00
0.00E +00
1.79E +00
1.25
INFLUENT
0.00E +00
CONCEN.
S.F.
FLOW RATE
2.70E -03
0.00E +00
RFnZE►E
29
36
2.00E -04
TOLUENE
13
16
1.00E -04
ETHYLBENZENE-
832
1040
6.80E -03
XYLENES
803
1004
6.50E -03
NAPHTHALENE
296
370
2.40E -03
0
M.A.C. (from V.E.S.)
M.A.C. Total A.AC.
BENZENE
1.00E -04
0.00E +00
1.00E -04
7.14E -03
TOLUENE
0.00E +00
0.00E +00
0.00E +00
1.79E +00
ETHYLBENZENE
2.80E -03
0.00E +00
2.80E -03
1.04E +00
XYLENES
2.70E -03
0.00E +00
2.70E -03
1.04E +00
NAPHTHALENE
1.00E -03
N.A.
1.00E -04
2.07E +00
DO THE IMPACTS FROM BENZENE CONTAMINANTS EXCEED THE "A.A.C." NO
DO THE IMPACTS FROM TOLUENE CONTAMINANTS EXCEED THE "A.A.C." NO
DO THE IMPACTS FROM ETHYL BENZENE CONTAMINANTS EXCEED THE "A.A.C." NO "
DO THE IMPACTS FROM XYLENES CONTAMINANTS EXCEED THE "A.A.C." NO
DO THE IMPACTS FROM NAPHTHALENE CONTAMINANTS EXCEED THE "A.A.C." ND
INTERNATIONAL
TECHNOLOGY
CORPORATION
C I T Y O F
Office of Environmental Management
C
L
E
A
R.
W A
T E R.
POST
OFFICE
BOX 4748
CLEARWATER, FLORIDA 34618 -4748
;r
February 23, 1994. :
Star Enterprise
.12700 Northborough Dr. Suite 400
Houston, Tx. 77067 -2549
Texaco
The City of Clearwater is continuing its landscape
- reinspection program which will affect all commercial sites with.
approved landscape plans filed with the City of Clearwater. This
courtesy letter is to serve as notification that you or your
organization owns property which is included in this program.
The Environmental Management Group will be conducting site
inspections to determine compliance with the city Beautification
Plot Plan, Sec. 131.221 effective December, 1981 and Land Development
Code, Sec. 136.023 effective October 14, 1985. If the initial
inspection finds the site in compliance no further action will be
taken. However, if the site. is found to be in noncompliance you
will be given an opportunity to bring the site into compliance..
Failure to do so will result in a notice of violation . being issued
to the present owner or owners. The violation will explain the
code(s) violated, nature of violations and required compliance
date. Failure to correct the listed violations by the date
indicated will result in legal action by the Municipal Code,
Enforcement Board of the City of Clearwater. (Sec.162.06 (2) F.S.).
This program is intended to improve the appearance of off_
street parking lots and other vehicular use areas, to protect and
preserve the appearance and value of the surrounding neighborhoods,:
to improve the urban and natural environment and to promote the
general welfare through the installation and maintenance of
landscaping for screening, environmental and aesthetic effects.
Please contact Rick Albee at the Environmental Management
Group at (813)462 -6598 for information concerning landscape
requirements or if you have any questions regarding the
reinspection program.
Sincerely,
E �l
Michael D. Qu llen, P.E.
Water Resource Engineer
RA AM
'Equal Employment and Affirmative Action Employer''
Timothy M. Kurtz
From: Gust, Mike
Sent: Tuesday, June 30, 1998 10:46 AM
To: Doherty, Steve; Garriott, Kevin
Cc: Perkins, Robert; Kurtz, Timothy M.
Subject: Texaco at 1501 Gulf To Bay - proposed canopy / pkg revisions
Bob Mitchell will be at my office 1:00 pm on Wednesday 7/1/98 to resolve parking stall deficiencies of the
submitted plan - any comments you want relayed to him?
Page 1
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SUS 750.12
- DIVISION OF WORK
SUS 750.13
- SPECIFICATIONS
SUS 750-14
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SUS 750.15
-
SUS 750.16
-
SUS 750.17
-
SUS 750.18
-
8 -
1�y OTH e Ks
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SHEET NO,
1 -
FLOOR PLAN., ROOM FINISH, DOOR SCHED.
2 -
ELEVATIONS, EXTERIOR FINISHES
3 -
FOUNDATION PLAN, SECTIONS
4 -
WALL SECTIONS, DETAILS
5 -
WALL SECTIONS, OIL/SAND TRAP
6 -
ROOF FRAMING PLAN
7 -
ROOF PLAN
8 -
PLUMBING PLAN,. ISOMETRIC, SCHEDULE
9 -
r\;
ELECTRICAL PLAA
', PANEL SCHEDULE., RISER
DIAGRAM
10 -
LIGHTING FIXTURES, CARWASH SCHEMATIC
11 -
HEATING, VENTILATING, & AIR CONDITIONING
12 -
EQUIPMENT LAYOUT & SCHEDULES
13 -
CABINET DETAILS,
GRAPHICS
DWG. N 0.
SUS 618-S
- EXTERIOR GRAPHICS
TWO
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F.D.O.T. INDEX
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(813) 646-9130
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P.O. E30X 5468
LAKELAND, FLOPIDA 33807
(813) 646-9130
MP. PONALD P. PAINEY, P.E.
MP. GARY WALKEP, P.E.
STAP ENTEPPPISES
555 WINDEPLEY PLACE
MAITLAND, FL. 32751-8003
(407) 660-8000
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RETENTION/DETENTION RETENTION/DETENTION POND
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ALL PLANT MATERIAL SHALL BE FLORIDA NO, I OR BETTER.
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ALL BED SHALL BE DRESSED WITH MILOGANITE PRIOR TO MULCHING.
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Knock Out T
Steel Guy Wire
Lagged into Concri
" s 1954 IT CORPORATION
® ALL COPYRIGHTS RESERVED
"Do Not Scale This Drawing
Remedial Slab�...�
0.5'
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N.T.'S.
Surface Restored to originai
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3.0' �i i 3.a'
0,5'
0.5'
2,1'
1.01
FIGURE-2 CROSS SECTIONS
EXPLANATIQN
3000 psi Concrete with 10.10 W. W. Mesh
Compacted limestone sub de fill
Compacted Original (Sand, Silt, Pea-gavel)
2" Sch 40 PVC Pipe
3/4" PVC Electrical and Probe `re Conduit
0" 22'
Malmanance Portai
Ternp and gauges
Temporary slope determined during installation on
Tu ucWe
Infiltration Trench Dimensions
Catch Basin Dimensions
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Control Panel
Faileale Panel
7 Feet
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3 Feet
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Infiltration Trench Dimensions
Catch Basin Dimensions
a site specific basis.
Width (W)
7 Feet
Diameter (Dia.)
3 Feet
2
surface material
will be restored to original condition.
Length (L)
15 Feet
Height(H)
Feet
Depth (D)
5 Feet
Depth from (DG)
1 F t
Depth to (D.T.W.)
5 Feet
FIGURE-6
VAPOR EXTRACTION
WELL
FIGURE-7
GROUNDWATER RECOVERY WELL
1.0° ------ ;0.
Steel Manhole
Steel Hinged Cover and Rim
Grade Level
3000 psi Concrete
Concrete (3000 psi)
1/4" Labe Sample Valve
inch Assembly
1.0'
Vacuum Gauge
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314" PVC Electrical Conduit
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314" Schedule 40 PVC Probe Wire Pipe
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1.5" Diameter I.D. 150 psi Hose
2" i star Schedule PV
" Schedule 0 PVC" 0.01" Slotted Screen
0.01" Slot
Steel Support Cable
20 -30 Grade Silica Sand Pack
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