CONSTRUCT A BETTER FLOW TO SERVCE 98 CONDOMINIUMS
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STATE OF FLORIDA
DEPARTMENT OF ENVIRONMENTAL REGULATION
APPLICATION FOR INSTALLATION OF
SEWAGE COLLECTION/TRANSMISSION SYSTEM
DEe 2'?IJ)9
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Source location:
Tract 3/Countryside
See Attached Plans
County
City Cl earwater
longitude ~ 0 ~ ' ~ ..
Pine" as
Source Name
Appl. Name and Title:
Street
latitude: ~ 0 ~ ' ~ "
City of Clearwater
112 S. Osceola Avenue, Clearwater,
Florida 33518
Appl. Address:
STATEMENTS BY APPLICANT AND ENGINEER
A. Applicant
I, the ~r/authorized representative. of Ci tv of Cl earwater
am fully aware, that the statements made in this application for approval of wastewater collection/transmission facilities ar,e true,
correct and complete to the best of my knowledge and belief. Further, I agree to retain ~xilrx~J{IX:wlJ<~lxlK'Profes-
sional engineer registered in Florida, to provide observation of construction and, if applicable, the initial three months of opera-
tion of the facility. I also agree tomaintain and operate the facilities in compliance with the provisions of Chapter 403, Florida
Statutes, and applicable rules and regulations of the Department of Environmental Regulation. I understand that an approval, if
granted by the' department, is no t nsfera ill promptly notify the department upon sale or legal transfer of the ap.
proved facilities.
Signed
Date
/<9//3 /;;1
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Name and Title
A. L. Shoemaker, City Manager
· Attach a letter of authorization.
B. PROFESSIONAL ENGINEER REGISTERED IN FLORIDA (where required by Chapter 471, Florida Statutes)
I hereby certify that the engineering features of this wastewater collection/transmission system have been designed by me in ac.
cordance with Chapter 403, Flor" a Statutes, and all applicable rules and regulations of the Department of Environmental
Regulation.
, Mailing Address 2280 U. S. Hi ghway 19 N., Sui te 165
Clearwater, Florida 33515
Signed
Name (please type)
Company Name Post, Buckley, Schuh
21318
Florida Registration Number
& Jernigan, Inc.
725-3614
Telephone No.
October 19, 1979
Date
(Affix Seal)
DER FORM 17-1.122(3) Pellll1 of 4
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DIRECTIONS:
(1) All items must be completed in full in order to avoid delay in processing of this application.
(2) All information is to be typed or printed in ink.
(3) Four (4) copies of this application and a check for twenty dollars ($201. made out to the State of Florida, Department of En.
vironmental Regulation, will be submitted with this application when sent to the appropriate District/Subdistrict office.
(4) If the project is located in an area under the jurisdiction of a local pollution control and/or planning agency, furnish those agen-
cies with a copy of this application prior to submitting to the Department of Environmental Regulation. Enclose copies of those
agencies' remarks with application. The planning agency will certify that the proposed project is in conformance with the com-
prehensive area wide water qual ity management plan as approved by the Department.
(5) This application is to be accompanied by one set of engineering drawings, specifications and design data as prepared by a Pro.
fessional Engineer registered in Florida, where required by Chapter 471, Florida Statutes. The basis for design will be the
W.P.C.F.Manual of Practice, Number 9, and other criteria as approved by this Department.
(6) Attach 8%" by 11" sktltch of the proposed project showing location of the treatment plant and. effluent disposal area, its rela.
tionship to the entire service area, and how it ties into the existing system.
ALL INFORMATION TO BE TYPED OR PRINTED IN INK. ALL COPIES OF THE APPLICATION TO BE SIGNED BY: THE
APPLlCANT,PROJECT ENGINEER AND THE OWNER OF THE SEWAGE TREATMENT PLANT.
Mailing Address
Pine11as
October 19, 1979
City of Clearwater
Osceola Ave., P.O. Box 4748, Clearwater, Fla. Zip: 33518
112 S.
462-6500
( 1)
(2)
(3)
(4)
(5)
(6)
County
Date of application
Applicant (name and title)
Telephone Number
Description of establishment to be served:
b.
Name Tract 3/Countryside
location (specific) 1/4 mile east of intersection of Northside Dr. and U.S. 19
Type: single family homes [ l, apartments [ l, motel [ l, mobile homes [ l, other (describe) Condomi ni um
a.
c.
d. Total number of units
98
Flow:
240
GPO/unit
a. list lengths, sizes and material comprising proposed sewer construction mains. Gravity
Force
1115 LF 8" PVC, 8 Manholes
Is this application associated with or part of a Development of Regional Impact (DR I) pursuant to Chapter 380, Florida Statutes, and
Chapter 22F.2, Florida Administrative Code? [l Yes [Xl No
DER FORM 17'1.122(3) Page 2 of4
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(8) a. Pumping station data:
Design Flow GPM Pump Design Charactl:risti::s
Location and/or No,
Min. Max, Avg. GPM TDH GPM TDH
No pump station within
this project
b. Emergency provisions (include treatment and disposal of overflow):
N/A
(9) Construction schedule of proposed project:
Starl Date: . ___. No ve.!!1Eer._ 1979
Estimated Completion Dille: _~, 1980
Expected Date of .Connection to STP:
May, 1980
(10) Estimated Costs (show breakdown by components):
See Attachment 11111
(11) Sewage Treatment Plant serving th is project:
a,
Name: Dyna-Flo Services. Inc.
Location (specific): 3210 U 0 So Hwy. 19
Owner: Dyna-Flo Services, Inc.
North, Clearwater County:Pinellas
784-5357
33515
Telephone:
b.
c,
d,
Mailing address: . 3210 u.s. Hwy. 19 North, Clearwater
Plant supervisor: Richard Rewiski and Ralph LeNoury
Certified operator: George Fitzpatrick and James Eskew
Zip:
e.
f.
Class of Certification:
"C"
Not certified:
Part-time operator:
George Fitzpatrick
James Eskew
g. Full. time operator:
h. Plant influent loading and treatment data:
(1) Flow (MGD): 1.0 (expansion in process)
Average last 12 months: 0.319 M. G. D.
Average last 30 days: 0.315 M. G. D.
(2) Anticipated flow upon completion of this project: O. 338M. G. D.
(3) Anticipated flow from all projects approved but not yet connected: 0.62 M. GoD 0 Total pro i ec ts **
Plant design average:
1.0 M.G.D.
(** connected and future projects to be connected which is
therefore the total anticipated flow from all approved
projects.
DER FORM 17",'22(3) Page 3014
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(4) Treatment efficiency:
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5 Day BOD Total Susp. Solids
Influent Effluent Percent Influent Effluent Percent
Ibs/day Ibs/day Reduction Ibs/day Ibs/day Reduction
Avg. last
12 Mos. 178" 9 95% 129 7 95%
Avg. last
30 Days 172 8 95% 131 8 94%
Projected upon 240 24 90% 177 17 90%
completion this project
Projected all projects
appd. but not tied in 1301 40 97% 1040 104 90%
PLANT DESIGN AVG. 2086 66 97% 1669 166 90%
(12) Statement, sewage treatment plant owner:
The undersigned, owner/authorized representative* of Dyna - Flo Service s. Inc 0
hereby certifies that the above referenced plant has adequate reserve capacity to accept the wastewaters from this project and
will provide the necessary treatment and disposal as required by Chapter 403, Florida Statutes and all rules and re~lations of
the departmel}t. Fu/[ther, the undersigned verifies that his treatment plant is operating under a valid permit, No. DO- ::>2 - 235,84
dated 9 L 28 _ 7 9 , issued by the department, and nnect' the proposed project will not be in
violation of any conditions of said permit. -."-----~__
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Signed:
Santiago Lloveras, President
(Please Type)
* A ttach letter of authorization
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0.62 MoG.D.
Total pro;ects connected and
which lS Eherefore the total
approved projects.
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future'\Projects to be
anticipatea flow from
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connected
all
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DER FORM 17-1.122(3) Pall" 4 of 4
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Attachment 11111
(10) Estimated Cost Continued:
Sanitary Sewer (811)
Manholes
Total
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$9,000
5,200
$14,200
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SUNSET POINT RD,
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VICI~ITY MAP
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