WQ0041254_Regional Office Historical File Pre 2018

' Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
PECENEDNeDE:NRIDWF:
Application Nurnher:
o be conipkud h DWR)
All items must be completed or the application iil be returned
I. APPLICANT INFORMATION:
Applicant's name: Town of Hanis:burg company, municipality. HOA, utility, etc.)
2„ Applicant type:
Individual
E:1 Federal
Corporation 0 General Partnership LI Priyately-Owned Public Utility
0 State/County Municipal 0 Other
3, Signature authority's name: Robert Donham per 15.A NC A C (12'1 ,0 1 06011
Title: Engineering & Public Works Director
4. Applicant's mailing address: 5405 Harrisburg industrial Park Drive
Citv, Harrisburg State: NC Zip: 28075-
5. Applicant's contact information:
Phone number: [phone] Email Address: [e-mail]
IL PROJECT INFORMATION:
I, Project name: Harrisburg Park - Phase 1
2, Application/Project status: Proposed (New Perini() 0 Existing Permit/Project
and issued date: _
If new construction but part of a master plan, provide the existing permit number: WQ00
3. County- where project is located: Cabarrus
4. Approximate Coordinates (Decimal Degrees): Latitude: 35,31625Longitude: -80,65981'
5, Parcel ID (if applicable): 5507-54-6216, 5507-44-3477, 5507-34-6087,5507-45-2154
(or Parcel ID to closest downstream. sewer)
If a modification, provide the existing ,permit number: WQ00
III. CONSULTANT INFORMATION:
I. Professional Engineer: Lester A. Barnes License Number: 040973
Firm: Alfred Renesch & Company
Mailing address: 2359 Perimeter Pointe Parkway, Suite 350
City: Charlotte State: NC Zip: 28208-
Phone number: [phone] Email Address: lbamesibenesch.com
I. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Permit Number: NC0036269
ON's'ner Narne: \NSPCC
V. RECEIVING DOWNSTREAM SEWER 'INFORMATION (if different than WWTF):
1. Permit Number(s): WQCS 0032 Ca Downstream (Receiving) Sewer Size:: inch
System. Wide Collection •i4vstem Permit Number(salf applicable): WQCS
Owner Names): IbWV1 01- ktctr1/6Wr,„fi
FORM: FTA 04-16 Page 1 of 5

VI. GENERAL, REQUIREMENTS
1. If the Applicant is a Priviitely-O‘Aned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
Li Yes FIN() 'N/A
11 the \ppliLanl is a Developer c)f lots to be sold, has a Developer's Operational \zrtemcnt (T.ORM: DEV) been attached?
ri Yes 0No
3. lithe Applicant is a Home/Propert Ovuer ssociation. has an Qarational Agreement4j OR.M. ieen attached'?
0 Yes TIN° HE" N/A
4. Origin of waste‘vater: (check all )ha) apply).
0 Residential Owned
II Residential Leased
Li school preschool / day care
Z Food and drink facilities
LI Businesses !' offices/ lactories
Retail (stores.. centers, mails)
Retail with food preparation/serviee
Medical / dental / veterinary facilities
Church
Nursing, Home
Car Wash
0 Hotel and/or Motels
Z Swimming Pool ;(lubhouse
Swimming Pool/filter liack.wash
0 Other (Explain in Attachment)
5. Nature of wastewater 100 Domestie/Commercial (voCOITIITlercial
'14) Industrial (See 15A NCAC 021:0103(20 1)
*Is there a Pretreatment Program in effect? Li Yes E No
6, Has a flow reduction been approved under 15A .NCAC 02T .011Ltft)? 0 Yes
if ves, pro.,vide a copy of flow reduction approval letter
Summariae ewater generated f), project:
No
Establishment Type (see 02T.0114(0) Daily Design How 1`2'11
1 Amphitheater
5 Lal/dayiseat
No. of L nits
4,800
Coitcessions 250 gal/d.ay/fixture
picnic Shelter 250 gai/day/fixture
Restroorn Bui Id s
2.50 ual dz-ty /fixture
gal/
gall
Flow
24..000 CiPD
.28 7,000 GPD
17
,000 GPD
4,250 GPD
GPI)
GPI)
Total 36,250 GPD
See 1.5A NCAC 021/ „0 1410.1. Id 1. tel(1.) and (e)(2) (by caveats to wastewater design flow rates (i,e., minim inn flow per
dwelling: proposed unknown non-residential development uses; public access facilities IOCated near hick public use areas:
and residential property located south or east or the Atlantic Intracoastal Waterway to be u.sed as vieation rentals as defined
O.S. 42.A.-4).
Per 1,5A N.(111/\C 02111,01E4(4 design .11.ow rates for establishments not identified [in table 15,A C 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other IlleatiUred data.
8. Wastewfiter generated by project: 36.250 GPD ( per 15A NcAC 021.011.41i
Do not include future flows or previously permitted allocations
if permitted t1os is zero, indicate why:
Li Pump Station or Gravity Sewer where flow will he permitted in subsequent permits that connect to this line
n Flow ha.s already been allocated in Permit Number
Li Rehabilitatnin or replace t of existing sewer with no new flow expected
ri ()titer (1,xplairf1.
FOR .N1 1T, Page 705

VII. GRAVITY SEWER DESIGN CRITERIA vlieable) - .0305 & DC (Gravity Sewers):
6 1, Summarize t",,,,raVit) sewer to be permitted;
Size
Length (feet) Material
8 1.20 DIP
8 1,208 PVC
Section of the MI)C for Permitting of Gravity Sewers contains information related to design criteria
Section III contains information„related to minimum slopes for gravity sewer(s)
• Oversizing lines to meet minimum .slope requirement is not allowed and a violation of the MDC
VTII, PUMP STATION DESIGN CRITERIA (If Applicable) 02T .0305 & M DC trump Stations/Force Maims):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1, Pump station number or name:
2, Approximate Coordinates (Decimal Degrees): Latitude:
'Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4, Operational point(s) of the pump(s): gallons per minute at feet total dynamic head (TD(-1)
5, Simunarize the force main to he permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
6. Power reliability in accordance with. 1.5A NCAC 02T .030.500(1):
L.] Standby power source or pump with automatic activation and telemetry 15A NCAC 02T ,0305(h)(1)(1
• Required for all pump stations with an average daily flow greater than or equal to 15„000 gallons per day
Must be permanent to facility
Or if the pump station has an average daily flow less than 15,000 gallons per day:
P• ortable power source with manual activation, quick -connection receptacle, and telemetry - 15A NCAC 02'E
(1305(h(1)( 1.)(C)
or
LI P• ortable pumping, unit with plugged emergency pump connection and .telemetry - 15A NCA( 02'1 .0305(h)(1)(C):
.`i-• It shall he demonstrmed to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
If the portable, power source or pump is dedicated to multiple pump stations, an evaluation of all the pomp stations' storage
capacities ind he rotation schedule of the portable power source or pump, including travel timcfranics, s'hall be provided
in the case of a inultiple station power outau,,e,
f ORM: 1 1 A 1)41, Page 3 of

IX. SETBACKS & SEPARATIONS — (028 .0200 & I5A, NCAC 02T .0305(0)i
1. Does the project comply with all separations 'found in I5A NCAC 02T .0305( & El Yes
5A NCAC 02T„0305(f) contains minimum senarati its that shall be provided for sewer systems:
Setback Parameter* Rciquired___„
v-rs and other 'utilities not listed below (vertical) 24 inches
Water mains vertical -water over sewer including in benched trenches) 18 inches
Water mains (horizontal)
Reclaimed water lincsAyertical - reclaimed over sewer)
Reclaimed water lines (horizontal - reclaimed ver SOLT])
'Any private or public water supply source, including any wells. WS-1 waters of Class 1 or
Class II impounded reservoirs used as a source of drinking water
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, IIQW, ur SF3 from normal
water (or tide etevati and wetlands :(see item .1X,2)
Any other stream, lake, impoundment, or ground water lowering and surface drainage.
1 ditches
10 feet
[Any building foundation 5 feet
Any basement 10 feet
'Top slope of embankment or cuts of 2 feet or more vertical height. 10 feet
Drainage sLstems and interceptor drains 5 feet
Any swimmingToois 10 feet
earthsradc (vertical) „ inelies
10 feet
18 inches
2 feet
l 00 feet
50 feet
I 5A N. ted.0 4)5(,) contains alternatives where separations in r)2:1Q.305( I) cannot be achieved,
;-'• **Stream classifications can be identified using the Division's NC Stu face WatL'1 Classilicai ions, welTage
r' If noncompliance with t)„,,?, f0t,i'41)1TGosee Section X of this application
2. Does the project comply with separation requirements fur wetland,s? (50 feet of separation) Z Yes
See the Division's draft separation requirements for situations where separation cannot be meet
No variance is required if the alternative design criteria specified is utilized in design and construction
As built documents should reference the location of Etc eas effected
3, Does the project comply with setbacks found in the river basin rules per I 5A NCAC 0213 .0200?
• This would include Trout Buffered Streams per ]„5„A NC.A(.2, 213.0202
4, Does the project require coveragelauthorization under a 404 'Nationwide or
individual permits or 401 Water Quality Certifications?
• information can he obtained from the &, Buffer Permitting Branch
No
No El NIA
E.] Yes Z No
5, Due S project comply with I 5A N(.,7AC 0240 0510E0 (additional permits/certifications)? Y e
Per 15,A. NCAC ) 0 05(e)L0 , directly related environmental pet -nuts or certification applications are being p1 epared,. have
been applied for, or have been obtained, Issuance of this permit is contingent on issuance of dependent permits (erosion and
sedimentation control plans, storinwater management plans, etc.).
6, Does this project include any sewer collection lines that are deemed "high -priority?"
Per I 5A NCAC 0 1 .0402, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks, that is subject to erosion that undermines or deter ionites the sewer,
Li Yes LJ No Z N/A
• lf yes, include an attachment with details for each line, including type (aeriul hilL. size, material, and location).
High priority lines shall Ire inspected by the perm it tee or its representative at least once every six -months and inspections
documented per 15.A NCAC 02T.04103(a)(5) or the perm itee"s individual System -Wide Collection permit,
Form FrA 0,4- 16 Page 4 of .5

CERTIFICATIONS:
Does the submitted system comply with I.5A NCAC 021, the Minimum Desian Criteria for the Permitting of Pump Stations
zind Force Mains tlatestversion)., and the Gravity Sewer Minimum Design Criteria (latest versioni as applicable?
Yes El No
If No, complete and submit the Variance/Alternative Desien Request application (V ADC 10-14) and supporting documents for
review. Approval of thereouest is required prior to submittal of the Fast Track Application and supporting documents,.
2. Professional Engineer's Certification:
LA.A4E
(Professional Engineer's name from Application Item 1111)
attest that this application for
has been reviewed by me and is accurate, complete arid consistent with the information supplied in the plans, specifications,
engineering calculations, and all other supporting documentation to the best of my knowledge. 1 further attest that to the best
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewer
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Force Mains (latest version)„Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my 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 General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed 510,000, as well as civil penalties up to $25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
3, Applicant's Certification per 15A NCAC 021 .0 I06(b):
1, .. 4:'be' 03
(Signature Authorit)'s name & title from Application Item 1.3.)
st that this applicat
for
has been reviet,ved 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, I understand that any discharge of wastewater from this non -
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, andior criminal prosecution. I will make no claim against the Division of Water Resources should a condition
of this permit be violated. I also understand that if all required parts of this application package are not completed and that if
all required supporting information and attachments are not included, this application package will be returned to me as
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-21.5.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilt) 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.
Date: \\ /
FORM: FTA 04-16
Page 5 of 5

WSACC
November 2 , 2019
Mr, Haynes Brigman
Town Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Subject: Flow Acceptance Request - Town of Harrisburg
Harrisburg Park — Additional Flow
Dear Mr. Brigrnan:
WATER & SEWER AUTHORITY
OF C.ABARRUS COUNTY
232 Davidson Hwy.
Concord, NC 28027
704.786.1783 • 704.795.1564 Fax
w.vw.wsacc.onj
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority of Cabarrus
County (WSACC) from the Town of Harrisburg on November 22, 2019. WSACC has or will have capacity at the
Rocky River Regional Wastewater Treatment Plant and appropriate sewer interceptors to transport and treat the
domestic wastewater from the proposed park expansion and improvements. WSACC previously accepted 13,000
gallons per day (gpd) associated with the referenced park expansion. WSACC accepts an additional 23,250 gpd
with the current request, for a total of 36,250 gpd accepted for the park expansion overall. The wastewater
generated by this project will be conveyed through a proposed gravity system and then enter WSACC's system at
the existing 12-inch Back Creek Interceptor. WSACC acknowledges it has or will have capacity for wastewater
from the proposed development based on information provided by Alfred Benesch & Company and Town of
Harrisburg using North Carolina Department of Environmental Quality (NCDEQ) wastewater flow guidelines.
The WSACC Capital Improvement Program (CIP) has been on pay as you go since Fiscal Year 2005 — 2006,
funding Capital Projects entirely from Capital Reserves, and WSACC expects to continue this policy into the
future. Projects on the CIP are subject to approval by WSACC's Board of Directors, support from local governing
bodies, regulatory approval, and funding availability. The list and schedule of CIP projects are tentative and are
revised periodically to reflect changing conditions and needs.
If construction of this project does not commence within two (2) years of the date of this notice, the notice is
rescinded and a second request and notice will be required before flow capacity is accepted. Please notify
WSACC, in writing, when construction of this project is initiated, This sewer capacity allocation may also be
cancelled pursuant to the conditions set forth in the WSACC Sewer Allocation and Commitment Policy.
Please note that the final commitment to service to provide wastewater treatment services shall occur upon
application for a building permit for the project and when system development fees are paid pursuant to
N.CG.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 104.
Sincerely,
J. Thomas Hahn, PE
Utility Systems Engineer
cc: Rob Donhain, PE/Harrisburg
Lester A. Barnes, PE/Alfred Benesch & Company
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance:
©City of Concord E1Ciity of Kannapo,lis WiTown of Harrisburg []Town of Mt. Pleasant
(_]Charlotte Mecklenburg Utilities.
Project Title, Description, and Number of Lots/Unit:
Project Title: Harrisburg Park Phase 1
Description Park expansion and hnpr©vemeuta Including new amplrltheaterp sttlttstt Pad. Plavt'rttattd, restrooms,
concession budding, si eccr fields, driveway extensions, and new parking lots with underground utilities and
stormwater wet pond,
Date:
*Number of Lots:
OR *Number of Units: *i'yl st be in hided in request.
Where will the new line be connected:
© Directly into a WSACC Interceptor
Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie -ha line to which the new sewer line wilt connect: Tie in loco i,on, will be rdt the
sootlrslde of the protect site and utilize an inside drop doghouse umbel e t© Ile Into the existing sewer line,
Which. WSACC Interceptor will the flow ultimately be discharged into: Back Creek.
What is the WSACC manhole number that the flow will be discharged in tn'I 010171
What is the quantity of flow that will be discharged? '3fr,45f3GPD
Flaw type: (CZ__ `1 i 1st) c..0 AQ {1 0u N A i.
1 Domestic 100 % 0 Commercial %4 © industrial %a
Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit #NC0036269
Muddy Creek Wastewater Treatment Facility— Permit #NC008l62I
Design drawings of new lines will be submitted to WSACC with the request for nccepttxnce, Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infresirtrctu
If the new line is to connect directly into a WSACC interceptor, detailed drawings including specification of the tap, will
be required before flow acceptance will be provided.
Mark Lomax at 704-786-1783, ext, 23 9 , oarst be notified 48 hours in advance of a connection into a WSACC interceptor.
WSACC will .inspect connection before, during, and after completion.
If construction is not started within two (2) year fi ortr the date of approval of Mellow acceptance for this project, The
approval is rescinder/ and a second request and approval will be required for the project,
WSACC 'USE i3NLY:
Current sew Model shows
Approved ttjtifrrq=
Current Sewer Model shows:
(. A LL .O er S P ri-
DATE:
being surcharged south of the manhole in question,
Not Approved.
(M:.&I ITY
F'n. (Vdo IT) Ot4A
(_vNO1Tttr'r^'i

Division of Water Resourtes
Flow Tracking/.Aceet
(JURISDICTION USE ONLY)
State of North Carolina
Department of Environmental Quality
Division of 'Water Resources
aitce ft. • Sewer Extension Permit Applications
(FTSE —01 /14)
Jurisdiction Requesting Flow Acceptance for Collection System:
EiCity ()I'Concord Eleity or .K.annapolis 'flown of Harrisburg riTokvn of NIL Pleasant
jlharlotte Mecklenburg Utilities
Project 'Fide, Description, and Number of Lotsitri it
Project Title: Ha rristuarg Park Phase
Description: Park expansion and improvements including new amphitheater, splash pad. n indrestrooniconeessiian
building, soccer fields, driveway eqtansion and new parking lois,
What is the quantity of flow that will be discharged? 36,250
How type:
Domestic 100 o Li Com fll e a
GPD
111
Industrial
Section 1 - List the Jurisdiction's pump stations located betio.een the project connection point and
Interceptor connection point:
Pomp Si1ir
Name
Firm 1 d1i5I 15
13.est.n., Average Daiiy Flow
(Tit -mirk)
[3`)
Applox, Currera
Avmtge0 Is!low
MG!)
he WSACC
T ,
.it.)") - ai",Ci.' ' (F)=0-1)9
Oblikotical, ..`,;,,m: Yes 1 Total CLarrent Pow ',„iikiblt,
Tributar) Dafly How , Pitt,,,. Obli8i,A,,,k1 Flo, Capacity.,,,,
51(,,;11 51G1) Nita)
' The. Firm Capacity of any titurrip station is defined a!: the maximum pumped flaw that can 17* achieved Nrith the tare-t pmni, taken tnnot set', ice,
**Design .Averagia Doily Fitns is the firm capacity or the pump station divided i i peaking Factor not its than 2.5,
Planning Assossmeot „ii.dtlepaltitat shall he ,Iftincherl for 00.6 pomp station located between the project connection. point and the VI N'Y'rP where 5utiui 3
Section. 11—lurisiliction's Certification Statement:
1. certify that, to the best of my knowledge, the 'addition or the volume of wastewi-iter to be permitted in
this project has been evaluated along the route to the receiving WSACC interceptor; and the flow from this. project is not
anticipated to cause i-iny capacity related sanitary sewer overflows or overburden on any downstream pump station in route to
the receiving, 'WSACC interceptor normal circumstances, (.1i5 en the implementation of the planned improvements identified in
the planning .assessment where applicableThis zmalysis has been performed in totoordance with local established policies and
procedures using the best ivitilable data,. Ibis certification applies to those items listed above in Section 1 plus all attached
planning assessment addendums for \vhich„ to the best otmy knowlecige, will not :Idversely affect the downstream sewer
ctipacity. Signature of this form indicates acceptance. of this wfistewatcr flow.
cial Signotiire
RL'Vr,1011 DaTe

DI*'sloe of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE —10/18)
(WSACC USE ONLY) Harrisburg Park — Additional Flow
Section I. Narne of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility -- Permit #NC0036269
Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
Estimated obligated flow not yet tributary o the WWTP, MGD
WWTP facility's actual avg. daily flow, MGD 20.07
Total flow for this ific reuest,MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
26.500
3,024
. 4% o
0.
23.117
87.23%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
(imp Station
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
Daily Flow "*
(Fmnipi)
MCI-)
E11
Approx. Curfew
Average Daily
Flois
MGD
veer Rocky
River PS
3 '269
37.000
14.800 10.541
(C)
Obligated, Nat Yet
Tributary Daily Flow
MGD
2,423
(13)*, (13+C) (E)—(A-D)
Total Current MOW Available
Plus Obligated Flow
MGD MGD
12,964 1 836
" The Firm Capacity {design flow) of any pump station is defined as the maximum pumped flow that can he achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (p0 not less than 2,5, per Section 2,02(A){4}(c) of the Minimum
Design Criteria,
Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available
Capacity is < O.
Section III, WSACC Certification Statement:
I, J. Thomas Hahn, PE, certify to the best of my knowledge that the addition of the volume of wastewater to be permitted
in this project has been evaluated along the route from the connection to the WSACC interceptor 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, given the implementation of the planned improvements identified in the planning assessment where
applicable. This analysis has been performed in accordance with local established policies and procedures using the best
available data. This certification applies to those items listed above in Section I and Section II plus all attached planning
assessment addendums for which I am the responsible party. Signature of this form indicates WSACC's guarantee of
capacity for this wastewater flow. Notwithstanding the guarantee of capacity, WSACC does not make a commitment to
service this wastewater flow until a building permit is requested through the Cabarrus County Building Inspections
Department and WSACC receives payment of the System Development Fee.
's Signing Official Signature

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Hlarrisl~ urg Park — Phase 1.
13enesch Pro`ect# 17000255
August 28, 2019
Sanitary Sewer Extension Application Cover Letter
project involves the expansion and redevelopment of the existing l{arrishurg Park. Amenity
improvements for the park will consist of new competition soccer fields, practice fields, an
amphitheater, a concessions' building, restroom buildings, shelters, a splash pad, sidewalks /
walking trails, and a playground. Infrastructure improvements for the park will consist of an
extension of roadway and driveway extensions, new parking lots, new/relocated water and sewer
services, underground storm drainage, and a dual-purpose wet pond for irrigation and post -
construction stormwater management (detention / water quality).
Approximately 1,328 of new and relocated 8-inch gravity sanitary sewer mains as part of th
project are being permitted with NC17EQ through the Town of Harrisburg, who also operate
maintains the system. Sections of the sanitary sewer main that cannot meet minimum separation
requirements of 15A NCAC 2T .0305 will he ductile iron pipe.
The follow
included in this sewer extension application package., The following
refer to the checklist on Page 1 of the Fast. Track Application.
• Fast Track Appl.icatican (FTA 04-16)
▪ Cover le
• Application. Fee: $480.()0 .m ,\/\,
• Wastewater Flow Acceptance Form for the W arcs' and Sewer Authority of Cabarrus
County (WSACC) (F I SE)
• USOS Topo Map
Street View Map (Aerial)

CE4TIFICATION,CHECKLIST
To be completed by the certifying engineer prior to operation of the permitted sewers, per 15A NCAC 02T.0116.
(rvEDIN NRONi"::
Certifying Engineer: LE,STER A.
Certification Review Date: 74 12,42.02.0
Project Name: IS
WQOO Litzsq Project County:
Wel
1) Has permittee information changed since the permit was issued (or last modified): change of mailing address,
change of ownership, transfer from developer to HOA/POA, etc, E Yes
• If yes, please provide either a change of ownership form or new contact information. Note that transfer of
permits from the developer to the FIOA/POA must occur with the first certification.
2) Have the as -built drawings have been signed, sealed, and dated by an N.C. PE? es E No
3) Final Engineering certification? Yes
• If Partial Engineering certification, provide detailed narrative including what is being certified in the current
phase, what was previously certified (if applicable), and what is left to be certified.
4) Adequate information related to sewer lines: Yes fl No N/A
• Three feet minimum cover has been provided for all sewers unless ferrous pipe was installed.
• Minimum diameters for gravity sewers are 8-inches for public lines and 6-inches for private lines.
• Manholes have been installed: At the end of each line, at all changes in grade, size, or alignment, at all
intersections, and at distances not greater than 425 feet; minimum diameter shall be 4 feet (48-inches).
5) Adequate information related to pump stations: L Yes No /A
• Ensure power reliability option was selected per 15A NA(j2T,V305(hi
6) Was project construction completed in accordance with all of the following: Yes No E N/A
• _15A NCAC 02T, Minimum Design. Criteria (MDC) for the nertnitting of Gravity Sewers (latest version), and
.MDC for the le of Punt) Stztions and Force Mains (latest version)?
If not, a variance approval is required in accordance with 15A NCAC 02TA 05(h), prior to certification and
operation.
• Contact the Central Office to discuss the variance to determine a course of action.
• Applicant must submit two copies of the variance request form, plans, specifications, calculations, and any other
pertinent information. to the Central Office (one hard copy, one digital copy).
• The central office will review the variance request, and if approvable, specific language regarding the variance
will be incorporated into the permit, either via a special condition or a supplementary letter.. A copy of the
reissued permit with variance language or the variance letter must be maintained with the original documents.
7) Does. the project contains high priority lines (15A NCAC 02T .0402(2))?
Yes PrT\T
• If yes, ensure that the permit already contains the necessary condition related to high priority lines 15A NCAC
02T.0403 (a)(5). If the permit does not include this language, the Fast Track reviewer will reissue the permit with
the appropriate language.
8) Are Permit modifications are required for any changes resulting in non-compliance with this permit (including but not
limited to pipe length changes of 10% or greater, change in flow, purnptaiiion design capacity design change of 5% or
greater, andlor change in the number/type of connections)? Yes No
• If yes, a permit modification request must be submitted to the appropriate Regional Office, and a modified
permit with revised certification must be issued prior to certification and operation,
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

FAST TRACK SEWER ENGINEERING CERTIFICATION
PERMITTEE: TOWN OF HARRISBURG
PERMIT #: WQ0041254
PROJECT: HARRISBURG PARK - PHASE 1
ISSUE DATE: DECEMBER 6, 2019
REceivEawco.ENniowR
FED fi
This project shall not be considered complete nor allowed to operate in accordance with standard
Condition 7 of this permit until the Division has received this Certification and all required supporting
documentation. It should be submitted in a manner that documents the Division's receipt. Send the
required documentation to the Regional Supervisor, Water Quality Regional Operations Section at the
address noted in the page footer.
Any wastewater flow made tributary to the wastewater collection system extension prior to completion
of this Certification shall be considered a violation of the permit and shall subject the Permittee to
appropriate enforcement actions, The Permittee is responsible for tracking all partial certifications up
until a final certification is received by the Division. A Final Certification shall be a complete set of
record drawings and design calculations regardless of whether partials have been submitted.
PERMITTEE'S CERTIFICATION
I, the undersigned agent for the Permittee, hereby state that this project has been constructed pursuant to
the applicable standards & requirements, the Professional Engineer below has provided applicable
design/construction information to the Permittee, and the Permittee is prepared to operate & maintain the
wastewater collection system permitted herein or portions thereof,
\r‘ cg0 91o30(
Printed Name, Ti
.=.24_21z_)
ENGINEER'S CERTIFICATION
I, (arm A, SMIJES , as a du gistered Professional Engineer in the State of North Carolina,
having been authorized to observe ( periodically, 11 weekly, n full time) the construction of the
project name and location as referenced above for the above Pemiittee 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
of 1,328 linear feet of 8-inch gravity sewer was observed to be built within substantial compliance of
this permit; 15A NCAC 02T; the Division of Water Resources' (Division) 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 materials.
North Carolina :Professional Engineer's Seal ix/signature & date:
Final "al include description)
Certification Com n /Qualifiers (attach if necessary):
OP gatikwrie
S ‘xpEO loSPECI160
LEITM., FAIL °DES
6 110E degriF4Ex>.
C14,5)
NC DWR — Water Quality Regional Operations Section 610 East Center Avenue, Suite 301, Mooresville, NC 28115
Mooresville Regional Office Phone: [phone] FAX: [phone]

benesch
Harrisburg Park — Phase 1
Benesch Project# 17000255
February 19, 2020
Sanitary Sewer Extension As -Built. Cover Letter
Alfred Benesch & Company
2359 Perimeter Pointe Parkway, Suite 350
Charlotte, NC 28208
www.heneschcom
P 704-52.1-9880
F 704-521-8955
This partial as -built certification is for approximately 1,326-LF of sanitary sewer lines and (5)
manholes currently installed at Harrisburg Park. Acceptance of the system is based on
construction observation, witness of testing, as -built drawing review, and video investigation.
Manholes 1 through 4 have been vacuumed tested and passed. The installed sewer lines have
been clearance (mandrel pulling) and pressure tested, Manholes 5 (not installed) and 6
(installed) will be tested prior to final certification. See the attached field report for detailed
information about testing results,
The following items are included in this partial as -built package.
NC PE sealed As -Built Plans (Record Drawings)
NC Survey sealed As -Built Drawing
Sanitary Testing Field Report with results
NCDEQ Certification Checklist
Fast Track Sewer Engineering Certification
Sanitary Sewer Video Inspection electronic files