WQ0042340_Regional Office Historical File Pre 2018

Division of Water Resources
State of North Carolina
Department of Etwironmental Quality
Division of Water Resources
115A "CA( 02T' .0300 — FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
ETA 04-16 & SUPPORTING Vet:MAXON
IVEDiNGDO/DWR
Application Number:
Qo be completed by DWR)
FEB 1 8 2021
All items ust be completed or the application will be returned WOROS
MOORESVILLE REGIONAL OFFICE
APPLICANT INFORMATION:
1. Applicant's name: Town of Ha • 2, NC, (company, municipalit), HOA, utiIit, etc,)
Applicant type: Individual Corporation 0 General Partnership EI Privately -Owned .Public Utility
LI Federal 0 State/County LI Municipal 0 Other
3. Signature authority's name: Rob Donham, P.E. per I 5A NCAC 02T ,O106
Director of Engineering and Public Works
4. Applicant's mailing address:. 4100 Main Street, Suite 101
City: 'Harrisburg State: NC Zip:: 280.75,
5. Applicant's contact information:
Phone number: 704-455-0728 Email Address: RDONHAMAHARRISBURGNC.ORG
11. PROJECT INFORMATION:
I. Project name: Cedar Park Sewer Connection
Application/Project status:
Proposed (New Permit) 0 Existing Permit/Prjcct
If a modification, provide the existing permit number WQ00 and issued date:
If itew construction but part of a master plan, provide the exhting permit number WQ00
3, County where project is located. Cabarrus
4. ,Approximate Coordinates (Decimal Degrees): Latitude: 35.293' Longitude: -80.596'
5. Parcel ID (if applicable): 55263554150000
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
Professional Engineer Catherine W. Underwood, PE License Number: 033470
Firm: CESI
:Mailing address: PO Box 268
City: Concord State: NC Zip: 28026-0268
Phone number (704) '786-5404 Email Address: kateund- r4iciodi&cesic n
R. WASTEWATER TREATMENT FACILITY (WMTF) INFORMATION:
Rocky River WWII' NC0036269
Facility Name: Permit Number:
Owner Name: Water and Sewer Authority of Cabarrus County
V, RECEIVING DOWNSTREAM SEWER INFORMATION (11 different than AMITE):
I. Permit Number(s): WO Downstream (Receiving) Sewer Size: inch
System Wide Colleetion_SvgeM Permit Norribellaili1 vphcab WQCS
Owner Name(s):
FORM: FLA 04l6 Page 1 of 5

VI GENERAL., REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility-, has a Certificate of Public Convenience and Necessity been attached?
El Yes No ZNIA
2. rthe Applicant is a Developer of lots to be sold. has a Devel•opers OmrationaI ,A.greemenliFORM: DEN:1 been attached?
0 Yes Ljso N/A
3. If the Applicant is a Ho/ .e/Propertv Owners' ,Association, i.i in Opera(iona A eree . WORM: A $, been attached?
Y es ENo ZN/A
4, Origin of wastewater: (check all that apply):
Z Residential Owned
Z Residential Leased
School / preschool / day care
0 Food and drink facilities
0 Businesses offices / factories
0 Retail (stores, centers, malls)
0 Retail with food preparation/service
0 :Medical / dental/ veterinary facilities
LI Church
LJ Nursing lotne
5, Nature of NV astewater : 100 % Domestic/Commercial 0 Commercial
0 % Industrial (See N( AC 02r „01.03(20))
Is there a Pretreatment Program in effect?
6. Has a flow reduction been approved under 15.A .NC,,:k.C. 02'f I 1410?
"•ii- If ves, orovid.e a cony of flow red.uction. anprova I. letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(19
Yes
Daily Design Flow 34'
0 Car Wash
El Hotel andlor Motels
0 Swimming Pool /Clubhouse
0 Swimming Pool/Filter Backwash
El Other (Explain in Attachment)
No
'No. of Units
Flow
1 Manager's Office
hile Homes 2 'br
25 gal/office
240 gal home
gal
gal/
gal/
160
1/Otal
25 GPI)
38,400 GPO
GPD
GPD
GPI)
GPD
38,425 GPD
a See 15.A NC.,AC 02/1` LlibLLALLeLli and 0"2 • for caveats to wastewater design flow rates (i.e., minitn.um flow per
dwe)ling: proposed unknown non-residential development uses; public access facilities located near high public use, areas:
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G,S, 42,A
b Per 15A 'NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 021,01 '1,j shall be
determined using available flow data, water using fixtures, occupancy or op,erationpatterns, and other measured data:
8. Wastewater generated by project.: 40,025 GPD (per „15,1 NCAC 021 ,(1 0 14)
Do not includefuture flows or previously permitted allocations
If permitted flow is zero, indicate
El Purnp Station or Gravity Sewer where flow will be permitted in subsequentpermits that connect to this line
.Flow- has already been allocated in Permit Number:
0 Rehabilitation or replacement of existing sewer with no new flow expected
0 Other (Explain):
FORM: 1TA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA Of Applicable) - 02T ,0305 & MDC (GravitA: Sewers):
.1, Summarize gravity sewer to be permitted:
Size. (inches)
Length (feet) Material
8
8
389,8 PVC
8140 DIP
• Section 11 & 111 atticMD( for Permitting of Gravity Sewers contains intbanation 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
VIII. 'PUMP STATION .DESIGN CRITERIA (If Applicable) — 02T .0305 & (Pomp Stations/fore
COMPLETE FOR EACIT PUMP STATION INCLUDED IN THIS PROJECT
1.Pomp station number or name:
?„A.pproxiinate Coordinates (Decimal Degrees): Latitude: Longitude: -
3, Design flow of the pump station: 0 millions gallons per day (firm capacity
4, Operational point(s) of the putim(s): gallons per minute at feet total dynamic head
5, Summarize the force main to he permitted (for this Puinp Station):
Size (inches)
Length (feet)
6, Power reliabilityaccordance with 1,5,!: 930
LI Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(h )( 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:
El Portable power source with manual activation, quick -connection receptacle and telemetry - ISA NCAC 021
,0305(11)(1)(Ci
or
[I] Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC ()105h
• It shall be demonstrated 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 pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
in the case of a multiple station power outage,
FORM: FT. 04-16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15. \CAC 02T .0305(f)):
1, Does the project comply with all separations found in _o..
C 02T.0;305(f) contains minimum separati
Reclaimed water
Any private or pu
Pa
vertic:al rectainted over sewer)
reclaimed over sewer)
a
Immt)105_Lti
be provided f
pply source„ including any wells, A S-I waters of Class 1 or
(:;lass II impounded reservoirs used as a source of drinking wa
Tied WS (except \ S-I or WS-V). 13. S.A. OM, HOW, or SB from normal
ide elevation) and wetlands lsee item
**,Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
An buitdins foundatic
eta,
Requ
24 inches.
50 feet
y base
op slope of enthankment or cuts oft feet or ratcre vettrcal
Drainage systems rand interceptor d
V s
pools
al earth grade (vertical)
1 5.1 t yt` (l: T t1 0 .gj contains alternatives where separations ira 02T 1)'U cannot he
**Stream. classifications can be identified using the Division's N(' crrt e \ aict° t" r si i(
If noncompliance with 02'1 (( 0511) or (C see Section X of this application
O 1+
10 feet.
36 inches
mply with separation requirements for wetlands? (50 feet of separation) 'ties
See the Division's draft separation recltriren eats f it situations where separation cannot be meet
variance is required if the alterna. . design eriteria specified is utilized in design and construction
As built documents should reference the location of areas effected
Does the prc(lect cc reply with setbacks found in the river basin rules per 15A
This would include'
out Butfered Streams per 1 :' \t
d. Does the poetrequire coveragesa.uthoinder a 404 Nationwide or
individual permits or 40'1 Water Quality Certiiications'?
Information can he obtained from the -l!) I,& Buffer Per: gBr etc
Does project reply with 1 1C f?'.)10 (c)(6) (additional pert
© Yes. L1 \o El NtA
Z Yes \o
©Yes \o
Per 1 5Ay($ ( i)' 1 (t)(.) tC?t, directly related environmental permits or certification applications are being prepared, have
been applied ftaa,r lae e been obtained, issuance of this permit is contingent tan issuance of dependent permits (erosion and
sedimentation control plans, stormwater management plans. etc.).
Does this prof
Per
pos
:t tw
ned paral
t include tray° sewer caailection lures that are deemed "high -priority?`
1tt)?, "high priority Sesser"" means "any aerial sewer, sewer contacting surface waterti, siphon,
!ei to streamlianks that is subject to erosion tltrrt underm ines or deteriorates the sewer,
Yes ® No ❑ NIA
de an attachment with details for each line, meluding type (aerial line, size, material, and location).
High priority lines shall be inspected by the pernaittee or its representative at (east once ever
documented per 15 A \CAC 02T.0403(aX5) or the perm itee's indivitinal System -Wide Cot
months and ans
n permit.
e
F'ORSI FT:A.04-16
'tee4of5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15.A N( \( the Minimum Design Criteria for the Permitting of Pump Stations
and. 1C!1C„P 1,ai115ilatetYer9n), and the Gravitv5ewer Nlinimwa,NsiuD„Critgia (1*,5a.Yc:r..si.99)as applicable?
E Yes [II No
If No, complete and submit the VarianceiAlternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
Catherine Wolf Underwood PE
(Professional Engineer's name front Application
attest that this application for
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specifications,
engineering calculations. and all other supporting documentation to the best of rny knowledge. I further attest that to the besl.
of my knowledge the proposed design has been prepared in accordance with the applicable regulations„ Gravit). 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 I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes I.43-215,6A and 143-215..6B, any person who knowingly- makes any 'fake
statement, representation, or certification. in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,0,00, as well as civil penalties up to S25,000 per violation.
North Carolina Professional. Engineer's seal, signature, and date:
WOV
Feb 17, 2021
3. Applicant's Certification per ISA NCAC 02T .0106(b):
Robert Donh.am, P.E.
(Signature. Authority's name & title from ,Application Rem 1.3.)
attest that this a.pplication .for
has been reviewed by the and is accurate and complete to the best of m.y knowledge, I 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 vill result in an 'immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division of Water Resources should a condition
of this permit he violated. I also understand that if all required partsof this application package are not completed and that if
all required supporting information and attachments are not included, this application package sill be returned to the as
incomplete.
NOTE — In accordance with General Statutes 14,13-2156A and 143-215,6E3, any person who knowingly makes any fake
statement, representation, or certification in any application package shall he guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as vell as civil penalties up to S25,000 per violation.
Signature:
Date: _
Jan 5, 2021
FORM: FTA 04-16 Page 5 of 5

Cedar Park - FTA
Final Audit Report
2021-02-17
Created: 2021-02-17
By: Mallory Hodgson (mhodgson harrisburgnc.org)
Status: Signed
Transaction GC3: CBJCHBCAABAAQ xRgQfYNCVg8gqf_TgscCwa.r6tJRh©
"Cedar Park - FTA" History
Document created by Mallory Hodgson ([e-mail])
2021-02-17 - 7:49:26 PM GMT- IP address: 174.194.15.94
Document ema'iled to Catherine Wolf Underwood, PhD, PE ([e-mail]) for signature
2021-02-17 - 7:49:55 PM GMT
Email viewed by Catherine Wolf Underwood, PhD, PE ([e-mail])
2021-02-17 - 7.52:57 PM GMT- IP address: 166.82,98.194
Document e-signed by Catherine Wolf Underwood, PhD, PE ([e-mail])
Signature Date: 2021-02-17 - 7:53:56 PM GMT - Time Source: server- IP address: 166,82.98.194
O Agreement completed.
2021-02-17' - 7:53:56 PM GMT
o Sign

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction RequestingFlow Acceptance: Date:10/02/2020
OCity of Concord DCity of Kannapolis RITovvn of Harrisburg OTown of Mt. Pleasant
OCharlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Cedar Park Sewer Extension
Description: The civil ergtneermp1ans and specifications, as preaired and sealed by Kate Underwood, NCI'E, with
CESI, for the sanitary sewer extens on consisting of approximately 458 linear feet of 8 inch sanitary sewer with four
manholes and other appurtenancesappuren esjosercedarPark Estat ocatedon/otf of r Rock River Rd, with a
wast v r dischar c
*Number of : OR 'Numb
*Must e included in requ
Where will the new line be connected:
Directly into a WSACC Interceptor
E3 Into the Jurisdiction's existing collection system
Into a private line
Describe the location of the tie-in line to which the new sewer line will connect:
into the existing 42" Reedy Creek Interceptornahole 019030
The proposed 8" PVC pipe will tie
Which WSACC Interceptor will the flow ultimately be discharged into: 42 — inch RCP WSACC
What is the WSACC manhole numher that the flow will be discharged into? #019030
What is the quantity of flow that will be discharged? 38.425 GPD
Flow type:
Domestic 100 % Commercial 0 Industrial
070
Name of wastewater treatment facility (WWTF) receiving wastewater:
in Rocky River Wastewater Treatment Facility — Permit tiNC0036269
EJ Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
Design drawings of new lines will be submitted to WSACC with the request for acceptance. Drawings can be submitted
as a digital file (DWG) or distance and bearing starting with the tap on existing infrastructure.
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. 231, must 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 from the date of approval of the flow acceptance for this project, the
approval is rescinded and a second request and approval will be required for the project
WSACC USE ONLY: DATE:
13 Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
[Z1 Approved 0 Not Approved
El Current Sevver Model shows: 4 f-'7, V (.1.61. c At(4 JAG ve-1 Pv iik, St1 414 (.7;? 0
Ar 11-PkGrt.

Division
RECEIVED/NCDEOrDWP
cF.a 1 8 L'21 State of North Carolina
Department of Environmental Quality
WQROS Division of Water Resources
FIXTrIaliiiitagaiNicAtRewer Extension Permit Applications
(FUSE 41/14)
(JURISDICTION USE ONLY)
Jurisdiction Requesting Flow Acceptance for Collection System:
City of Concord O(it) of Kannapolis E lown of Harrisburg
ElCharlo•tte \lccklcnburg Utilities
of Mt. Pleasant
Project Title, Description, and Number of LotsfUnit:
Project Title: Cedar. Park Sewer Extension
Description: The I1gjerg ,d s citications, a c and s, ed • te Underwood NCPE with ICES
for the sanitary sewer extension consisting of approximately 458 linear feet of 8 inch sanitary sewer with three manholes and
other appurtenances to serve Cedar Park Estates located ontotT of Lower Rocky River Rd. with a wastewater discharge of
40 025 GPD,
NVhat is the quantity of flow that will be discharged? 38,425 GPI)
Flow type:
Domestic 100
Commercial
Section I - List the Jurisdiction's pump stations located b
Interceptor connection point.
Pump Station
(Name or Number):
l'Trm Capacity
MG")
(
Uktsqtri A \ erage Daily How
41,1111'pn,
AIGD
I }I
Approx
aL,ne iSmi,
NIGD
fl Industrial
project connection point and the WSACC
(C)
Obligated, Not Ycl
Trihtualy f)ait
NIGD
B q7;)
Total Current FDOW
Plus 01-11istatcd Hos
Alla/
?I/a
The Firm Capacity of any pump station is defined as th4! maximum pumped flow 1111111 Can be achieved with the largest pump taken 011t of service,
41)esign ,4ocrgc Daily Finn i5 the firm capacity of the pump station divided by a peaking factor nor less than 2.5.
1 Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the AVNA CP where Asailable aaily Os c
Section II. Jurisdiction's Certification Statement:
R.oh Don -ham, P.E. certi4' that, to the best of my knowledge, the addition of the volume of wastewater 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 any capacity- related sanitary sewer overflows or overburden on any downstream -pump station in route to
the receiving WS,ACC interceptor 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. " is certification applies to those items listed .above in Section I plus all attached
planning assessment addendums for which, to the hest of my knowledae, will not adversely affect the downstream sewer
capacity. Signature of this form indicates acceptance of this wastewater flow,
4risdiction's Signing
ityza1urc
an 5, 2021
Dale
Revision Date 08"09,1

Division 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) Cedar Park Sanitary Sewer Extension
Section 1. Name of wastewater treatment facility (WWTF) receiving wastewater:
Rocky River Wastewater Treatment Facility — Permit tiNC0036269
El Muddy Creek Wastewater Treatment Facility — Permit #NC0081621
WWTP facility's permitted flow, MGD
26,500
Estimated obligated flow not yet tributary to the WWTP, MGD 3.797
WWTP facility's actual avg, daily flow, MGD
Total flow for this specific reilLiest, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
21.947 (82,82%© ofpermit)
0,038
25,782
97.29%
Section 11. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Reedy Creek
PS
r R
River PS
Firm
Capacity*
MCI)
WQCS00009 16,500
NC0036269
37,000
(A) (B)
Design Average Approx. Current
Dairy Flow *• Average Daily
(Firn41") How
MCI) MCI)
6,600 2,047
14,800
11,259
(C) (D)= (B+C)
Obligated., Noi Yet Total Current Flow
Tributary Daily How PIu Obligated Flow
MGD MGD
0,438
(E)=(A-D)
Available
Capacity***
MCI)
2,485 4,115
3,267 14.526
0.274
*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 (pi) not less than 23, per Section 2.02(A)(4)(c) of the Minimum
Design Criteria.
***A Planning Assessment Addendum shall be attached for each pump station located between the project connection point and the WWTP where Available
Capadt is < 0.
Section III. WSACC Certification Statement:
1, 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 1 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,
'C's Signing Official Signature
Date
Feb 17, 2021

WSACC
ISONNINS ION Pvik Saw • OHS
February 1, 2021
Mr, Haynes Brigman
Town Manager
Town of Harrisburg
P.O. Box 100
Harrisburg, NC 28075
Subject: How Acceptance Request - Town of Harrisburg
Cedar Park Sanitary Sewer Extension
WATER 8/ SEWER AUTHORITY
OF CABARRUS COUNTY
232 Davidson Hwy,
Concord, NC 28027
704,786.1783 • 704.795„1564 Fax
www,wsacc.org
Dear Mr. Brigman:
This is a notice of capacity for the flow acceptance request received by the Water and Sewer Authority
of Cabarnis County (WSACC) from the Town of Harrisburg on January 5-29, 2021. 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 project entitled Cedar Park
Sanitary Sewer Extension, located along Lower Rocky River Road. The referenced project will receive
flow following decommissioning of an existing wastewater treatment plant, which currently serves 160
two -bedroom mobile homes and an office, with a projected wastewater flow of 38,425 gallons per day
(gpd). The wastewater generated by this project will be conveyed through a proposed gravity system
and then enter WSACC's system at the existing 42-inch Reedy Creek Interceptor. WSACC
acknowledges it has or will have capacity for wastewater from the proposed development based on
information provided by CESI (civil engineer for the project) using North Carolina Department of
Environmental Quality (NCDEQ) wastewater flow guidelines.
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.C.G.S. §162A, Article 8.
If you have any questions, please call me at [phone], extension 228.
Sincerely,
7 Maoar //ah
Tho-,,Peb 14.59, CS.1"
Thomas Hahn, PE
Assistant Engineering Director
cc: Rob Donham, PE/Harrisburg
Kate Underwood, PE/CESI
Michael Wilson/WSACC
Chad VonCannon, PE/WSACC
Mark Lomax/WSACC
Trent Gobble/WSACC

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