WQ0033158_Regional Office Historical File Pre 2018

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June 20, 2008
Mr. Mark Garbark, Asst. Director of Public Works
Union County Public Works
500 North Main Street
Monroe, NC 28112
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of. Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
Subject: Permit No. WQ0033158
School L on Poplin Road
Union County Public Works
Union County, North Carolina
Dear Mr. Garbark,
In accordance with your application received on June 17, 2008, we are forwarding herewith
Permit No. WQ0033158, dated June 20, 2008, to the Union County Public Works for the construction
and operation of the subject wastewater collection system extension. This permit shall be effective from
the date of issuance until rescinded and shall be subject to the conditions and limitations as specified
therein. This cover letter shall be considered a part of this permit and is therefore incorporated therein
by reference.
Please pay particular attention to Permit Condition 3 which requires that the wastewater
collection facilities be properly operated and maintained in accordance with 15A NCAC 2T .0403 or any
individual system -wide collection system permit issued to the Permittee.
Permitting of this project does not constitute an acceptance of any part of the project that does
not meet 1) 15A NCAC 2T; 2) the Division of Water Quality's (Division) Gravity Sewer Minimum Design
Criteria adopted February 12, 1996, as applicable; 3) and the Division's Minimum Design Criteria for
the Fast -Track Permitting of Pump Stations and Force Mains adopted June 1, 2000, as applicable,
unless specifically mentioned herein. Division approval is based on acceptance of the certification
provided by a North Carolina -licensed Professional Engineer in the application. It shall be the
Permittee's responsibility to ensure that the as -constructed project meets the appropriate design criteria
and rules. Failure to comply may result in penalties in accordance with North Carolina Genera! Statute
§143-215.6A through §143-215.6C, construction of additional or replacement wastewater collection
facilities, and/or referral of the North Carolina -licensed Professional Engineer to the licensing board.
Mooresville Regional Office 610 East Center Ave., Suite 301 Mooresville, NC 28115 Phone: [phone] Fax: [phone]
Internet: www.ncmwaterquality.org Customer Service: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer-50% Recycled/10% Post Consumer Paper
NNo n hCarolinf
aturally

Mr. Garbark
Page 2
June 20, 2008
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of North
Carolina as amended, and other applicable Laws, Rules, and Regulations, permission is hereby
granted to Union County Public Works for the construction and operation of approximately 2,619 linear
feet of 8-inch gravity sewer, 3,056 linear feet of 12-inch gravity and the discharge of 0 gallons per day
of collected domestic wastewater into the Union County existing sewerage system in conformity with
15A NCAC 2T; the Division's Gravity Sewer Minimum Design Criteria adopted February 12, 1996, as
applicable; the Division's Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and
Force Mains adopted June 1, 2000, as applicable; and other supporting data subsequently filed and
approved by the Department of Environment and Natural Resources and considered a part of this
permit.
The sewage and wastewater collected by this system shall be treated in the Union County's 12
Mile Creek WWTP (NPDES No. NC0085359) prior to being discharged into the receiving stream.
•
Assessing subsequent impacts to the downstream collection system and treatment facility is the
complete responsibility of Union County Public Works. Union County must utilize whatever tracking
tools necessary for planning additions of sewer flow in order to maintain compliance with the WWTP
permitted limits and their collection system permit WQCS00054.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing upon written request within 30 days following receipt of this
permit. This request must be in the'form of a written petition, conforming to Chapter 150E of North
Carolina General Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service
Center, Raleigh, NC 27699-6714. 'Unless such demands are made, this permit shall be final and
binding.
If you need additional information concerning this matter, please contact Dee Browder at (704)
663-1699.
Sincerely,
for Coleen H. Sullins
cc: Mooresville Regional Office, Collection System Permit Files
Benjamin Whaley, YCH Architects, PA
Surface Water Protection Central Files
PERCS

2
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a
E THE TAB KEY TO MOVE FROM FIELD TO FIELD!
Owner/Permittee:
i
1 a. Union County
Application Number:
(to be completed by DWQ)
DC033l5 2t
Full Legal Name (company, municip_ ality, HOA, utility, etc.)
'1 b. Ms. Christie L. Putnam, Director of Public Works
Signing Official Name and Title (Please review 15A NCAC 2T .0106 (b) for authorized signing officials!)
I
.1c. The legal entity who will own this system is:
0 Individual 0 Federal ❑ Municipality ® State/County ❑ Private Partnership ❑ Corporation 0 Other (specify):
1 -
id. 500 N. Main Street, Suite 500 1 e. Monroe
Mailing Address
11f. North Carolina
State
1 h. 704-296-4212 1 i. 704-296-4232
Telephone Facsimile
2. Project (Facility) Information:
'2a. Offsite gravity sewer trunk to serve L School on Poplin Road
Brief Project Name (permit will refer to this name)
3. Contact Person:
'3a. Benjamin S. Whaley, PE of YCH Architects, PA
Name and Affiliation of Someone Who Can Answer Questions
3b. 704-788-2000
Phone Number
City
1g. 28112
Zip Code
1 j.
E-mail
2b. Union
County Where Project is Located
About this Application
3c. 704-788-2010
E-mail
B. PERMIT
11. Project is ® New ❑ Modification (of an existing permit) If Modification, Permit No.:
2. Owner is ►I Public (skip to Item B(3)) 0 Private (go to item 2(a))
2a. If private, applicant will be:
2b.
single office, etc.) or
- skip to Item B(3))
- go to Item B(2b))
If sold, facilities
owned by a (must choose one)
(Instruction C)
Assoc./Developer (Instruction D)
• Retaining Ownership (i.e. store, church,
)I Public Utility
■ Leasing units (lots, townhomes, etc.
0 Homeowner
❑ Selling units (lots, townhomes, etc.
h
3. Union County Public Works
Owner of Wastewater Treatment Facility (WWTF) Treating Wastewater From This Project
14a. Twelve Mile Creek WWTF 14b. NC 0085359
Name of WWTF WWTF Permit No.
5a. Union Co. Public Works 15b. 12' PVC
® Gravity
❑ Force Main
(Stores, shopping
Home
(specify):
5c. WQ0031192
Owner of Downstream Sewer Receiving
16. The origin of this wastewater is (check
Sewer Size
all that apply):
0 Retail
0 Institution
❑ Hospital
0 Church
❑ Nursing
0 Other
or permitted for
Permit # of
centers)
Downstream Sewer (instruction E)
-
100 %Domestic/Commercial
% Industrial (attach
• Residential Subdivision
❑ Apartments/Condominiums
❑ Mobile Home Park
description.)
(RO: contact your Regional Office
Pretreatment staff)
% Other (specify):
►1 School
❑ Restaurant
❑ Office
7. Volume of wastewater to be allocated
this particular
allocations
will be permitted
project: 0
gallons per day
*Do not include future flows or previously
8. If the permitted flow is zero, indicate
permitted
why:
Line where flow
Permit No.
-
in subsequent
.
permits that connect to this line
NCAC 02T .0303 to determine if a
L Pump Station, Outfall or Interceptor
0 Flow has already been allocated in
• Rehabilitation or replacement of existing
permit is required)
sewer with no new flow expected (see 15A
.
•
FTA12/07

Provide the wastewater flow calculations used in determining the permitted flow in accordance with 15A NCAC 2T .0114 for
the value in item B(7) AND/OR the design flow for line or pump station sizing if a reduced or zero flow is being requested in
Item B(7). Values other than that in 15A NCAC 2T .0114 (b) and (c) must be supported with actual water or wastewater use
data in accordance with 15A NCAC 2T .0114 (f).
Trunk line to serve the basin which School L. is located.
10. Summary of Sewer Lines to be Permitted (attach additional sheets if necessary)
I
Size (inches) i Length (feet)
- 8" 2619.30 New Gravity
12" } 3056.26 New Gravity
t
f I
New Gravity or Additional
Force Main
I
a 11. Summary. _ _ of Pump Stations w/ associated Force Mains to be Permitted (attach additional sheets as necessary) N/A
.— _ ..__........__ ._.._ -- -----
w
M IPump Station Location ID
(self chosen - as shown on plans/map for reference)
Design Flow I Power Reliability Option
F. . (MGD) Operational Point 1 _ permanent generator w/ATS;
Z: GPM @TDH 2 - portable generator w/MTS
o-i
N ;Pump Station Location ID
Design Flow
C (MGD)
0
IiL -
Force Main Size ! Force Main Length
(self chosen - as shown on plans/map for reference)
2-
c 'Pump Station Location ID
W!
a
m ,
Design Flow
(MGD)
Operational Point 1 -
GPM @TDH 12
Power Reliability Option
permanent generator w/ATS;
- portable generator w/MTS
Force Main Size Force Main Length
(self chosen - as shown on plans/map for reference)
+ Power Reliability Option
Operational Pointj 1 - permanent generator w/ATS; I Force Main Size Force Main Length
GPM @TDH 2 - portable generator w/MTS
i
12. Will the wastewater flow in the proposed sewer lines or pump stations be able to be directed to another treatment facility?
iD Yes g. No If Yes, permit number of 2nd treatment facility
i(RO -- if "yes" to B,12 please contact the Central Office PERCS Unit)
13. Does the sewer system comply with the Minimum Design Criteria for the Fast Track Permitting of Pump Stationsand Force
Mains (latest version), the Gravity Sewer Minimum Design Criteria (latest version) and 15A NCAC Chapter 2T as
applicable?
® Yes 0 No If No, please reference the pertinent minimum design criteria or regulation and indicate why a
variance is requested. SUBMIT TWO COPIES OF PLANS, SPECIFICATIONS OR CALCULATIONS
PERTINENT TO THE VARIANCE WITH YOUR APPLICATION
FrAl2/07

e following permits/certifications been submitted for approval for the system or project to be served?
etland/Stream Crossings - General Permit or 401 Certification?
Sedimentation and Erosion Control Plan?
Stormwater?
®Yes No ❑NIA
® Yes ❑ No ❑ N/A
❑ Yes ❑ No ® N/A
15. Does this project include any high priority lines, [see 15A NCAC 02T .0402 (2)] involve aerial lines, siphons, or interference
manholes)? These lines will be considered high priority and must be checked once every six months
No
Check if Yes: ❑ and provide details
l
i .
1 a.
Owner/Permittee's Certification: (Signature of Signing Official and Project Name)
1, Ms. Christie L. Putnam. Director of Public Works. attest that this application for Sewer Trunk to Serve L School has
been reviewed by me and is accurate and complete to the best of my knowledge. 1 understand that if all required parts of
this application are not completed and that if all required supporting documentation and attachments are not included,
this application package is subject to being returned as incomplete. Note: In accordance with North Carolina General
Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or
cent' c tion in any application . •all be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000
a wel j civil penalti up5,000 per violation_
Signing Official atur
Date
ENGINEERING DESIGN DOCUMENTS MUST BE COMPLETED PRIOR TO SUBMITTAL OF THIS
APPLICATION. THESE DOCUMENTS MUST INCLUDE PLAN AND PROFILE OF SEWERS, THEIR PROXIMITY
co 7O OTHER UTILITIES, DESIGN CALCULATIONS. ETC. REFER TO 15A NCAC 02T .0305
Z
0
Q 2. Professional Engineer's Certification: (Signature of Design Engineer and Project Name)
✓ 1, Benlamin S. Whaley. PE, attest that this application for Sewer Trunk to Serve L School has been reviewed by me and is
1L ! accurate, complete and consistent with the information in the engineering plans, calculations, and all other supporting
H . documentation to the best of my knowledge. i further attest that to the best of my knowledge the proposed design has
CC.. i been prepared in accordance with the applicable regulations, Gravity Sewer Minimum Design Criteria for Gravity Sewers
�} adopted February 12, 1996, and the Minimum Design Criteria for the Fast -Track Permitting of Pump Stations and Force
C.) ' Mains adopted June 1, 2000 and the watershed classification in accordance with Division guidance. Although other
professionals may have developed certain portions of this submittal package, inclusion of these materials under my
V signature and seal signifies that 1 have reviewed this material and have judged it to be consistent with the proposed design.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application shall be guilty of a Class 2 misdemeanor which may include a
fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
2a. Benjamin S. Whaley, PE
Professional Engineer Name
f2b. YCH Architects, PA
Engineering Firm
2c. 145 Union Street, S.
Mailing Address
12d. Concord 2e. NC 2f. 28025
City State Zip
2g. 704-788-2000 `2h. 704-788-2010 21. [e-mail]
Telephone Facsimile E-mail
NC PE Seal, Signature & Date
FTA12/07

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Permit Number W00033158
Central Files: APS_ SWP_
06/19/08
Permit Tracking Slip
Program Category
Non -discharge
Permit Type Fast Track
Gravity Sewer Extension, Pump Stations, & Pressure Sewer
Extensions
Primary Reviewer
dee.browder
Permitted Flow
0
Facility
._Facility Name
Offiste gravity sewer trunk to serve L school on
Poplin road
Location Address
Owner
Status Project Type
In review New Project
Version
A
Permit Classification
Individual
Permit Contact Affiliation
MajorlMinor
Minor
Region
Mooresville
County
Union
Facility Contact Affiliation
Christie Putnam, Director Public Works
500 N Main St StA00
Monroe NC 281124730
Owner Name
Union County Public Works
Dates/Events
Owner Type
Government - County
Owner Affiliation
Christie Putnam, Director Public Works
of
500 N Main St Ste 500
Monroe NC 281124730
Scheduled
Orlg Issue App Received Draft Initiated Issuance
06/20/08 06/17/08
Regulated Activities
School
Wastewater collection
Outfall NULL
Public Notice Issue
06/20/08
Effective Expiration
06/20/08
ReauestedfReceived Events
Additional information requested
Additional information received
Waterbody Name
Stream Index Number Current Class
Subbasin

ri
WA%QG
Q -c
April 8, 2009
Beverly Eaves Perdue, Governor
Dee Freeman, Secretary
North Carolina Department of Environment and Natural Resources
Coleen Sullins, Director
Division of Water Quality
Union County Public Works
500 North Main Street
Suite 500
Monroe, North Carolina 28112
SUBJECT: School ! on Poplin Road
Permit No. WQ0033158
Wastewater Collection System Extension
Final Engineering Certification
Dear Permittee:
The Division received a final engineering certification for the subject project on March 20, 2009. A
full review of the certification materials may or may not be conducted. It is assumed that receipt of
this certification indicates compliance with all regulations, design criteria and the permit. Please be
reminded that the Permittee is responsible for keeping a copy of the final record drawings for the
life of the project. If you have not received a copy, please contact your consultant immediately to
obtain a copy.
You are receiving this letter because the Division has you listed as the responsible party. If this
permitted system is no longer owned by you, please complete Form PNOCF-S as this permit is not
automatically transferable. Form PNOCF-S can be downloaded from
http://h2o.enr.state.nc.us/ndpu/ndpuapps.html#Sewer.
If you have any questions concerning this document or the completion of Form PNOCF-S (if
necessary), please contact Ms. Dee Browder at the letterhead address or via E-mail at
[e-mail].
Sincerely,
cr
12oberf Krebs
Surface Water Protection Regional Supervisor
Enclosure
Cc: Surface Water Protection Section Central Files (certificotion page only)
Benjamin Whaley, YCH Architects
One Pretreatment, Emergency Response and Collection Systems Unit Internet http:1Jh2o.enr.nc.state.us/ndpu
NorthCarolina 1617 Mail Service Center, Raleigh, NC 27699-1617 An Equal Opportunity Action Employer
Naturally Telephone [phone] Fax [phone]% recycled/10% post -consumer paper

Fast Track Engineering Certification
Permit No W00C133158
June 20, 2008
QwnerlWWTPI VOCS
Mike Garbark
Union County Public Works
500 North Main Street, Suite 500
Monroe, NC 28112
PE
Benjamin Whaley
YCH Architects, PA
145 Union Street. S.
Concord, NC 28025
Complete and submit this form to the permit issuing regional office with the following
• One copy of the project record drawings (plan & profile views of sewer tines) of the wastewater collection
system extension
• Supporting design calculations (selected pumps. system curve. operating point, available storage if portable
generators) or storage greater than longest past three year outage reliability option selected) for any pump
stations permitted as part of this project
• Chances to the project should be clearly identified on the record drawings or in written summary form Permit
modifications are required for any changes resulting in non-compliance with this permit, regulations or
minimum design criteria.
This project shall not be considered complete nor allowed to operate until this Engineer's Certification and all
required supporting documentation have been received by the Division. Therefore, It is highly recommended
that this certification be sent in a manner that provides proof of receipt by the Division.
ENGINEER'S CERTIFICATION
❑ Partial Final
I. 616N3AY l t. f. , as a duly registered Professional Engineer in the State of North Carolina, having been
authorized to observe (filk periodically ❑ weekly, ❑ full lime) the construction of School L on Poplin Road, a Union
County project for the Permittee. hereby state that, to the best of my abilities, due care and diligence was used in the
observation of the construction such that the construction was observed to be built within substantial compliance of
this permit, 15A NCAC 2T, the Division of Water Quality's (Division) Gravity Sewer Minimum Design Criteria adopted
February 12, 1996 as applicable, the Division's tvtinimum Design Criteria for the Fast -Track Permitting of Pump
Stations and Force Mains adopted June 1. 2000 as applicable; and other supporting materials
North Carolina Professional Engineer's
seat. signature, and date
ft •
�tH CAPio i00,
•, iFESSi.•,'L ••°0
[iv 'fly 9
SEAL F =
22937 • -
SeWl•le
• dr- sjill I iSsei$09g I Col
SEND THIS FORM & SUPPORTING DOCUMENTATION
WITH REQUIRED ATTACHMENTS TO THE FOLLOWING ADDRESS
MOORESVILLE REGIONAL OFFICE
SURFACE WATER PROTECTION
610 EAST CENTER AVENUE, SUITE 301
MOORESVILLE NC 28115
The Perrnittee is responsible for tracking all partial certifications up until a final certification is received. Any
wastewater flow made tributary to the wastewater collection system extension prior to completion of this
Engineer's Certification shall be considered a violation of the permit and shall subject the Pe rmittee to appropriate
enforcement actions.

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
7041296-4210
Fax [phone]
To: NC Department of Environment & Natural Resources
Mooresville Regional Office
610 East Center Avenue, Suite 301
Mooresville, NC 28115
TRANSMITTAL
Attention: Dee Browder
Regarding: Engineer's Certification for School L on Poplin Road (Offsite Sewer)
We are sending you: [ Copy of letter
Z Other
Copies
Date
2/ 9
12/09
No.
Description
Plans
Record Drawings
Date: 3119/09
Prints L] Shop Drawings
Engineers Certification for Sewer (Permit 003'l68)
These are transmitted as checked below:
© For approval
Remarks:
Signed:
For your use '[1 As requested T For review and comments
Received by: Date:

R�VI WSCAS-12/07
WATERSHED CLASSI
FOR SEWER SYSTEMS
7ATION ATTACHMENT
Union County
Professional Engineer Name
Benjamin S. Whaley, PE
Location
ID
Name of Waterbody'
Project Name
Gravity Sewer to Serve School (Public Q1tSi
En
Firm Name
YCI-I Architect, PA
145 Union Street, S
Concord, NC 28025
County
North Fork of Crooked Creek Union
River Waterbody Stream Waterbody
Basin Index No. Classification
Yadkin 18-17-20-1
nnarned, indicate "unnamed tributary to X'', where Xis the named waterbody to which the unnamed tributary yoin.s,
l certify that as a Registered Professional Engineer in the State of
North Carolina that l have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
' *"' END (1'ORM WS(AS-12/07 ***
F()ltivt: WSC AS i"?/07
Page 1 of 1

Name of Stream Description Curr. Class + J Date Basin Stream Index #
Clear Creek From source to Rocky C 07/01/73 Yadkin 13-17-17
River
Long Branch From source to Clear C 07/01/73 Yadkin 13-17-17-3
Creek
Goose Creek From source to Rocky C 07/01/73 Yadkin 13-17-1B
River
Paddle Branch From source to Goose C 07/01/73 Yadkin 13-17-1B-2
Creek
Duck Creek From source to Goose C 09/01/74 Yadkin 13-17-18-3
Creek
Crooked Creek From source to Rocky C 07/01/73 Yadkin 13-17-20
River
North Fork From source to Crooked C 09/01/74 Yadkin 13-17-20-1 .---
Crooked Creek Creek
South Fork From source to Crooked C 09/01/74 Yadkin 13-17-20-2
Crooked Creek Creek
Grassy Branch From source to Crooked C 07/01/73 Yadkin 13-17-20-3
Creek
Grassy Creek From source to Rocky C 09/01/74 Yadkin 13-17-23
River
Reason Branch From source to Rocky C 08/03/92 Yadkin 13-17-25
River
Bull Branch From source to Reason C 08/03/92 Yadkin 13-17-25-1
Branch
Crisco Branch From source to Rocky C 08/03/92 Yadkin 13-17-27
River
Richardson Creek From source to a point WS-IV 08/03/92 Yadkin 13-17-36-(1)
0.2 mile downstream of
mouth of Beaverdam Cr,
Richardson Creek From a point 0.2 mile WS-IV;CA
(Lake Lee) downstream of mouth of
Beaverdam Creek to
Monroe Water supply Dam
08/03/92 Yadkin 13-17-36-(3.5)
Richardson Creek From Monroe Water C 09/01/74 Yadkin 13-17-36-(5)
Supply Dam (Lake Lee)
to Rocky River
Mill Creek From source to C 09/01/74 Yadkin 13-17-36-ID
Richardson Creek
Little Mill Creek From source to Mill C 09/01/74 Yadkin 13-17-36-10-1
Creek
Meadow Branch From source to C 09/01/74 Yadkin 13-17-36-11
Richardson Creek
Spring Branch From source to Meadow C 09/01/74 Yadkin 13-17-36-11-1
Branch
Bull Branch From source to C 09/01/74 Yadkin 13-17-36-12
Richardson Creek
Watson Creek From source to C 09/01/74 Yadkin 13-17-36-13
Richardson Creek
Haw Branch From source to Watson C 09/01/74 Yadkin 13-17-36-13-1
Creek
Gold Branch From source to C 09/01/74 Yadkin 13-17-35-14
Richardson Creek
Page 3 of 7

UNION COUNTY PUBLIC WORKS
500 N. Main Street, Suite 500
Monroe, NC 28112
704/296-4210
Fax [phone]
To: NC Department of Environment and Natura Resources
Mooresville Regional Office
610 East Center Avenue
Suite 301
Mooresville, N.C. 28115
Attention:
Regarding: Sanitary Sewer to serve L School on Poplin Road
We are sending you:
Copy of letter
Other
Date No. Description
6/9108
6/9/08
6/10/08
6/9/08
NC DENR MRO
DWQ urfOCe Water Protection
Date: 6/13/08
Plans fl Prin
Original Non -Discharge Permit Application
1 Copy of Non -Discharge Permit Application
12999 E Check for $480.00 (Application Fee
} Flow Tracking Form
Stream Classification Form
These are transmitted as checked below:
hop Drawings
For approval El For your use E As requested __.. For review and cornrnents
Remarks:
Signed:
Received by: Date:

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE —10/07)
Project Applicant Name:
ountv
Project Nane for which flow is being reques
%lore than one
pump stations al
d:
tityF Sewer Trunk to serve
School o
Poplin Road
If the owner er of the {{%I°6°`` II' is not r
T. Complete this section e nl
a. WWTP Facility Name:
b. WWII' Facility Permit 4:
u are the owner of
e
NCB➢085359
he wast
ek
water treatment plan'
c. WWTP facility's permitted flew
d. Estimated obligated flow not yet tributary to tl
WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
TP
All flows are in MCI:)
6,000 000
2,740„833
0
4,191,16E
69.85
ll, Complete this 5
proposed wastewat
for each pump station you are responsible for along the route
now
List pump stations located between the project connection point ate td the WWTP
Pump Station Name
Poplin Road
Approx. Capacity, MGD
(Firm/Design)
Creed / 3.16
Fieldstone Farms Stttntee. C:"ransulting ,r''l,9
Approx. Current Avg.
Daily Flow, MGD
0.69
0
this
ii.cation Statement:
:e L. Putnam ertif` <x that:, to the best of nav knowledge, the addition of the volume of
wastewater to be permitted in this project has been evaluated along the route to the receiving wastewater
treatment facility and that the flow from this project is not anticipated to cause any capacity related.
sanitary sewer overflows or overburden any downstream pump station en route to the receiving treatment
plant under normal circumstances. This analysis has been performed in accordance with local established
pcalicnd procedures using the best available data. This certification applies to those items listed above
in
1 and 11 for which a the responsible party, Signature of this form indicates acceptance of
Date