WQ0043057_Application_20220104

F4,
BLACK &VEATCH
December 14, 2021
Town of Harrisburg
Morehead West Sewer Phase I Project
NC Department of Environmental Quality
Mooresville Regional Office; Water Quality Section
610 East Center Avenue, Suite 301
Mooresville, NC 28115
Black & Veatch International Company
175 Regency Woods Place, Suite 200, Cary, NC 27518
r [phone] E Ca ryebypjpEQIDW R
Subject: Fast Track Sewer Extension Permit Application
DEC 15 2021
WOROS
MOORESVILLE REGIONAL OFFICE
B&V Project 404399
B&V File 30.2200
On behalf of the Town of Harrisburg, we are submitting the sewer extension permit application for
the Morehead West Sewer Phase I project. A check for $480 for review fees along with two (2)
copies of the following items included in this package:
• Fast Track Application Form FTA 04-16
• Flow Tracking for Sewer Extension Application FTSE 10-18
• Topographic site map
• Street level map
The Morehead West Sewer Phase I project includes the construction of approximately 4,900 linear
feet of 12-inch gravity sewer and 60 linear feet of 8-inch gravity sewer along Mallard Creek in
Cabarrus County, North Carolina. The sewer generally extends from the confluence of Rocky River
and Mallard Creek to the Town of Harrisburg Leatherwood Pump Station, relieving the pump
station.
We have filed a request for a Variance separately from this Fast Track Application. The Variance is
related to connecting to the downstream manhole without a drop connection as the drop
connection would be surcharged due to the difference in size between the new sewer (12") and
receiving sewer (54"). The US Army Corp issued approval for NWP12 number SAW-2020-01933.
If you have any questions or need further information, please contact me at [phone] (email:
[e-mail]). We will respond immediately to any of your concerns or questions.
Very truly yours,
Black & Veatch International Company
Lee Campbell, P.E.
Engineering Manager
cc: Mallory Hodgson, P.E. - Town of Harrisburg
Building a World of Difference.'

State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: IN (w043 07 (to be completed by DWR)
RECEIVED/NCDEQ/DWR
All items must be completed or the application will be returned DEC 1 5 2021
I. APPLICANT INFORMATION: WQROS
MOORESVILLE REGIONAL OFFICE
1. Applicant's name: Town of Harrisburg (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ® Municipal ❑ Other
3. Signature authority's name: Mallory Hodgson, PE per 15A NCAC 02T .0106(b)
Title: Project Manager
4. Applicant's mailing address: PO Box 100
City: Harrisburg State: NC Zip: 28075-
5. Applicant's contact information:
Phone number: [phone] Email Address: mhodgsonC harrisburgnc.org
II. PROJECT INFORMATION:
1. Project name: Morehead West Sewer Phase I
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Cabanas
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.333496°N Longitude:-80.667727°W
5. Parcel ID (if applicable): 5508377335 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: D. Lee Campbell, Jr.
Firm: Black & Veatch International Company
Mailing address: 175 Regency Woods Place, Suite 200
City: Cary State: NC
Zip: 27518-
License Number: 34362
Phone number: [phone] Email Address: campbelldl(a,bv.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rocky River Regional WWTP Permit Number: NC0036269
Owner Name: Water and Sewer Authority of Cabarrus County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 54 inch © Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS-00009
Owner Name(s): Water and Sewer Authority of Cabarrus County
FORM: FTA 06-21
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?
❑ Yes ❑ No ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑Yes El No ZN/A
4. Origin of wastewater: (check all that apply):
® Residential (Individually Owned) ❑ Retail (stores, centers, malls)
❑ Residential (Leased) ❑ Retail with food preparation/service
❑ School / preschool / day care ❑ Medical / dental / veterinary facilities
❑ Food and drink facilities ❑ Church
❑ Businesses / offices / factories ❑ Nursing Home
❑ Car Wash
❑ Hotel and/or Motels
❑ Swimming Pool/Clubhouse
❑ Swimming Pool/Filter Backwash
❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
)=. If ves, provide a copy of flow reduction approval letter with this application -
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow a,b
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
0 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0114] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
® Other (Explain): Gravity sewer to relieve existing pump station
FORM: FTA 06-21
Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
12
4,876
DIP, PVC
8
59
PVC
D. Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
D. Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - .
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
D. This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.1.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
D. 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 and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant 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
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T .0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f) & (g)?
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
❑ Yes ❑ No
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
> If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
> If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ❑ Yes Basin name: ® No
If yes, does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No
> This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
> Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" El Yes ®No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
❑ Yes ® No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, D. Lee Campbell, Jr., attest that this application for Morehead West Sewer Phase I
(Professional Engineer's name from Application Item IIL l.) (Project Name from Application Item II. 1)
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 my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
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 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 $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Mallory Hodgson, PE, attest that this application for Morehead West Sewer Phase I
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.1)
09:22:32-05'0
attest that this application has been reviewed by me and is accurate and complete to the best of my 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 will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or 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 143-215.6B, 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 $10,000 as well as civil penalties up to $25,000 per violation.
Mallory Hodgson
odgS0n Digitally signed by Mallory Hodgson
Date: 2021.12.13 14:36:57 -05'00'
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

titer 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) Morehead West Sewer Phase I
Section I. Name of wastewater treatment facility (WWTF) receiving wastewater:
® Rocky River Wastewater Treatment Facility — Permit #NC0036269
0 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 4.841
WWTP facility's actual avg. daily flow, MGD
Total flow for this specific request, MGD
Total actual and obligated flows to the facility, MGD
Percent of permitted flow used
19.911 (75.13% of permit)
0.000
24.752
93.40%
Section II. Pump stations along the route from the Jurisdiction's connection point to the WWTP.
Pump Station
(Name or
Number)
Pump Station
Permit No.
Firm
Capacity *
MGD
(A)
Design Average
Daily Flow **
(Finnlpt)
MGD
(B)
Approx. Current
Average Daily
Flow
MGD
(C)
Obligated, Not Yet
Tributary Daily Flow
MGD
(D) = (B+C)
Total Current Flow
Plus Obligated Flow
MGD
(E)=(A-D)
Available
Capacity***
MGD
Lower Rocky
River PS
NC0036269
37.000
14.800
12.346
4.184
16.530
-1.730
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be achieved with the largest pump taken out of service.
**Design Average Daily Flow is the firm capacity of the pump station divide( by a peaking factor (pl) not less than 2.5, 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
Capacity is < 0.
Section III. WSACC Certification Statement:
I, Chad VonCannon. 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 WSCeeeives payment of the System Development Fee.
WSACC's Signing Official Signature
t

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section II where Available Capacity is < 0.
Pump Station (Name or Number): Lower Rocky River Pump Station
Given that:
a. The proportion and amount of Obligated Not Yet Tributary Daily Flow (C) accounts for 25.31% and 4.184 MGD of
the committed flow in the Lower Rocky River Pump Station; and that
b. The rate of activation of this obligated, not yet tributary capacity is currentlyapproximately
1.806 MGD per year (please see second paragraph below); and that
c. A funded Capital Project that will provide the required planned capacity, namely Lower Rocky River Pump Station
Expansion is in design or under construction with planned completion in December 2021; and/or
d. The following applies:
Per guidance from Town of Harrisburg, it is expected that the Morehead West Sewer Phase I project will be
constructed and certified in October 2021.
WSACC has been working with Brown and Caldwell since February 2020 to study an expansion of the Rocky River
Regional WWTP, which includes study of expansion for the Lower Rocky River Pump Station. The Lower Rocky
River Pump Station currently includes four pumps, with space available for two additional pumps and associated
piping. WSACC initiated formal design in September 2020 for implementation of additional pumping capacity at
the Lower Rocky River Pump Station. Given that space is already available for two additional pumps, and that
some associated piping is already in place, WSACC currently anticipates that design and construction for
implementing additional capacity at the Lower Rocky River Pump Station can be completed by the end of 2021.
Based on recent analyses by Brown and Caldwell, WSACC expects that the firm capacity of the upgraded Lower
Rocky River Pump Station will be around 53.3 MGD, meaning that WSACC expects the "design average daily flow"
of the upgraded Lower Rocky River Pump Station will be around 21.3 MGD.
Based on flow trends so far in 2020, WSACC expects the overall 2020 annual average rate of activation for obligated,
not yet tributary capacity to be lower than the 1.806 MGD per year indicated above (from calendar year 2019). The
increase in flow at the Lower Rocky River Pump Station in calendar year 2019 was heavily influenced by significant
and persistent rainfall events. The year-to-date average flow for 2020 is approximately 11.2 MGD, much lower than
the 12.346 MGD annual average from 2019, which was heavily influenced by the referenced rainfall events. With the
combination of lower actual flows so far in 2020 and an expected lower rate of activation for obligated, not yet
tributary flows relative to the values experienced in 2019, WSACC does not currently anticipate issues with design
capacity at the Lower Rocky River Pump Station prior to completion of the planned capacity upgrades at the Lower
Rocky River Pump Station.
Finally, WSACC is also working with a consulting engineer on design and related work for the Back Creek
Interceptor Improvements project. Completion of construction for the Back Creek Interceptor Improvements
project is expected in early 2022 (after the expansion of the Lower Rocky River Pump Station is complete), and will
result in an additional 1.1 MGD of wastewater flow from Charlotte Water conveyed to the WSACC system, which
will lead to additional flow at the Lower Rocky River Pump Station. NC DEQ has issued a permit for the Back
Creek Interceptor Improvements Project, and included on that permit a stipulation that, prior to any flow being
tributary from the Back Creek Interceptor Improvements Project, the planned capacity upgrades at the Lower
Rocky River Pump Station must be completed and certified.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143- 215.67(a) which
prohibits the introion of any waste in excess of the capacity of the waste disposal system.
Signing Dial Signature
Page 3 of 6
I t
at.
FTSE 10-18

WASTEWATER FLOW ACCEPTANCE FORM
FOR THE
WATER AND SEWER AUTHORITY OF CABARRUS COUNTY
Jurisdiction Requesting Flow Acceptance: Date: November 20, 2020
❑City of Concord City of Kannapolis ®Town of Harrisburg ❑Town of Mt. Pleasant
❑Charlotte Mecklenburg Utilities
Project Title, Description, and Number of Lots/Unit:
Project Title: Morehead West Sewer Phase 1
Description: The Morehead West Sewer Phase I project includes the construction of approximately 4,900 linear feet of
12-inch gravity sewer and 60 linear feet of 8-inch gravity sewer alone Mallard Creek from its confluence with Rocky
River to the Leatherwood Pump Station, relieving the pump station.
*Number of Lots: N/A OR *Number of Units: N/A
Where will the new line be connected:
Directly into a WSACC Interceptor
❑ Into the Jurisdiction's existing collection system
❑ Into a private line
*Must be included in request.
Describe the location of the tie-in line to which the new sewer line will connect: The proposed 12-inch gravity sewer
will connect 10-ft downstream of WSACC Manhole 011680. The Leatherwood Pump Station currently discharges into a
Town of Harrisburg gravity line before discharging into WSACC Manhole 011668. Since the flow from the pump station
is already accounted for in the WSACC system, this is a zero flow request.
Which WSACC Interceptor will the flow ultimately be discharged into: 54-inch Rocky River Interceptor
What is the WSACC manhole number that the flow will be discharged into? N/A (10-ft downstream of MH 011680)
What is the quantity of flow that will be discharged? 0 GPD
Flow type:
Cf Domestic IOU `% ❑ Commercial % ❑ Industrial
Name of wastewater treatment facility (WWTF) receiving wastewater:
Et Rocky River Wastewater Treatment Facility — Permit #NC0036269
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 wit/tin 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: 11(9(1010
pee Current sewer model shows an Interceptor as being surcharged south of the manhole in question.
Approved ❑ Not Approved
❑ Current Sewer Model shows: NIA, Nu tb f T►oNA t F►-4)44 At.Loc-AT+ w•J
ASSo�► Nirc) v r Tins REtut IT.

c
• o
(I) _
7.
r
as a
x E
o n.
c
oo o°
H
c
s
O 4-
xo
W J