WQ0045257_Application (FTSE)_20240605

State of North Carolina
Department of Environmental Quality
DW. R
`r '0t , ~
Division of Water Resources
1�2R FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources MQR FTA 10-23& SUPPORTING DOCUMENTATION
Application Number:WQdO044-�_Z_5 7.(to be completed by DWR)
Updated 5/1/2024
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: South Granville Water and Sewer Authority_(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: Scott N. Schrover_ per 15A NC'AC 02T 0106(b}
Title: Executive Director
4. Applicant's mailing address:415 Central Avenue, Suite B
City: Butner State:NC Zip: 27509-
5. Applicant's contact information:
Phone number: (9.19)575-3367 Email Address:sschroyer(a,sgwasa.org
11. PROJECT INFORMATION:
1. Project name: 1-85 Sanitary Sewer System Improvements
2. Application/Project status: ®Proposed(New Permit) ❑Existing Permit/Preject ®ARPA funded
If a modification,provide the existing permit number: WQ00 and issued date: 5F-P-W-M-9-00 J$)
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: Granville
4. Approximate Coordinates(Decimal Degrees): Latitude: 36.129 Longitude: -78.773
5. Parcel ID(if applicable): 086603433270(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Beau Mackie,P.E._License Number: 047161
Firm:CDM Smith
Mailing address: 5400 Glenwood Avenue,Suite 400
City:Raleigh State:NC Zip: 27612-
Phone number: [phone] Email Address: mackiebm n,cdmsmith.com
IV. WASTEWATER TREATMENT FACILITY(WWTF) INFORMATION:
1. Facility Name: SGWASA Wastewater Treatment Plant(WWTP) Permit Number: NCO026824
Owner Name: SGWASA
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WOunknown
2. Downstream(Receiving)Sewer Information: 36 inch Gravity Force Main
3. System Wide Collection System Permit Number(s)(if applicable):WQCS00068
Owner Name(s):SGWASA
FORM: FTA 10-23 Pagel 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 ®NiA
2. If the Applicant is a Developer of lots to be sold,has a Develo tl.__er's Operational Agreement(FORM. DEV)been attached?
❑Yes [:]No ®NiA
3. If the Applicant is a Home/Property Owners'Association,has an HOAFPOA Operational A reemcntSFORM: HOA_)and
supplementary documentation as required by 15A NCAC 02T.01 15(c)been attached?
❑Yes [:]No ®N!A
4. Origin of wastewater:(check all that apply):
® Residential(Individually Owned) ® Retail (stores,centers,malls) ®Car Wash
®Residential(Leased) ®Retail with food preparation/service ®Hotel and/or Motels
®School preschool i day care ®Medical/dental+'veterinary facilities ®Swimming PoolfClubhouse
®Food and drink facilities ®Church ®Swimming Pool"Filter Backwash
®Businesses/offices I factories ® Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater: 76°,o Domestic 17%Commercial 7%Industrial(See 15A NCAC 02T.01 03120))
If Industrial, is there a Pretreatment Program in effect? ®Yes ❑No
6. Has a flow reduction been approved under I SA NCAC 02T.01 l4ir�? ❑Yes ®No
➢ If yes.,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 ab No. of Units Flow
NiA gal/ GPD
gall GPD
gal/ GPD
gal/ GPD
gal.! GPD
gal/ GPD
Total GPD
a See 15A_NCAC 02T .01 14(b),,Jd.L(e)Sl Zand-e)121 for caveats to wastewater design flow rates(i.e. 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 66 42A-4).
b Per 15A NCAC 02T.01 14(c),design flow rates for establishments not identified[in table 15A NCAC 02T.01 14)shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 0 GPD(per 15A NCAC 02T 01 14 and C.S. 143 215 1)
➢ 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):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA(if Applicable)-02T.0305& MDC(Grasity Sewers):
L Summarize gravity sewer to be permitted:
Size Length Size Length
(inches) (feet) Material (inches) (feet) Material
8 1207 PVC 8 28 DI
12 1680 PVC 12 331 DI
15 718 PVC 16 918 DI
16 579 PVC 18 425 DI
18 5506 PVC 20 2532 DI
24 2169 PVC 21 367 DI
36 12467 PVC 24 27 DI
30 1900 DI
36 4529 DI
➢ Section li&III of the MDC 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 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 PIMP STATION INCLUDED IN THIS PROJECT
I. Pump station number or name:Joe Peed Lift Station
2. Approximate Coordinates(Decimal Degrees):Latitude:36,117 LonKrtude:-78.708`'
3. Total number of pumps at the pump station:4(3 installed initially, 1 installed in future)
3. Design flow of the pump station: 4.4 (3 pumps),6.6 0 pumps)millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 1520 gallons per minute(GPM)at 198 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
20 8400 C-900 PVC
24 3164 C-900 PVC
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.Lb. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T-0305(h)(I):
® Standby power source or ® Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(l)(B)
➢ 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)(l)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
Y 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 10-23 Page 3 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
➢ Se n 11&III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ ection 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 MAC
Vill. 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: East Middleton Lift Station
2. Approximate Coordinates(Decimal Degrees): Latitude:36.115 Longitude: -78.726
3. Total number of pumps at the pump station: 3
3. Design flow of the pump station: 3.5(initial pumps),5.2(buildout pumps)millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 2,430 gallons per minute(GPM)at 120 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
16 2120 C-900 PVC
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.).b.❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.03 05 lui I :
® Standby power source or ® Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(13)_
➢ 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 now 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:
y 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 10-23 Page 3 of 5

Vll. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Materi
➢ ion 11&Ili of the MDC for Permitting of Gravity Sewers contains information related to design criteria
Section I I I 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: I=85 Lift Station
2. Approximate Coordinates(Decimal Degrees): Latitude: 36.144 Longitude: -78.726''
3. Total number of pumps at the pump station: 2
3. Design flow of the pump station: 1.75 millions gallons per day(firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s)per pump(s): 1215 gallons per minute(GPM)at 170 feet total dynamic head(TDH)
5. Summarize the force main to be permitted(for this Pump Station):
Size(inches) Length(feet) Material
10 8280 PVC
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{hjjjl :
® Standby power source or ® Standby pump
➢ Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(B):
➢ 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:
Y 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 10-23 Page 3 of 5

IX. SETBACKS&SEPARATIONS o(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T 03051}&lg)? ®Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for s wer systems
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-1 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.030510 or W.see Section X.I of this application
*15A NCAC 02T,0305W contains alternatives where separations in 02T.0305LQ 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 Classifwations webpage
2. Does this project comply with the minimum separation requirements for water mains? ®Yes ❑No ❑NiA
➢ 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 [—IN o ❑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(lie project located in a river basin subject to any State buffer rules? ® Yes Basin name:Neusef Falls Lake ❑No
If yes,does the project comply with setbacks found in the river basin rules per 1 SA NCAC 02B .0200" ®Yes ❑ No
➢ This includes Trout Buffered Streams per 15A NCAC 213,0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑ No
or 401 Water Quality Certifications?
➢ Please provide the permit numberlpermitting status in the cover letter if coverage authorization is required
401 No.20231361 404 No.5AW-2023-00464
6. Does project comply with 15A NCAC 02T.0105(0(6)(additional permits;certifications)? ® Yes ❑ No
Per 15A NCAC 02T.01051c86),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?" ❑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 severs 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 10-23 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC 02T,the Minimum Destgn Criteria for the Permitting of Pump Stations
and Force Mainsilatest versionji,and the Gravity Sewer Minimum Design Criteria Llatest versional 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 reguest will be issued
concurrently with the approval of the ep rmit, and pro'ect is re uirine a variance approval may be sub ect to longer
review times.For pro'ec1 is re ug irine two or more variances or where the variance is determined by the Division to be a
sienificant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
1, Beau M. Mackie, P.E. attest that this application for 1-85 Sanitary Sewer System Improvements
(Professional Engineer's name from Application Item Ill.l.) (Project Name from Application Item Il 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 Jlatest 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 143-215.613, 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)
.. I................... ........ ......................
North Carolina Professional Engineer's seal,signature,and date: ,,�0;tCA'R0��i,�
OQ` FESS/0*-.4,�
_ SEAL
0 716
i Atl MAy"I� I
.......................r�,.i.f.�.l.l.t.t.t.... ........ .
3. Applicant's Certification per 15A NCAC 02T.0106(b);
I, Scott N. Schroyer ,attest that this application for 1-85 Sanitary Sewer System Improvements
(Signature Authority Name from Application ttrm 1.3) (Project Name from Application Item 11.I)
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. 1 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,andor criminal prosecution. 1 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$10,00_0 lsavell vil penalties up to S25,000 per violation.
Signature: Date: 3 t Z Z
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Flow Tracking for Sewer Extension Applications
Division of Water Resources Fl
g PP
(FTSE 10-23)
Entity Requesting Allocation: South Granville Water and Sewer Authority (SGWASA)
Project Name for which flow is being requested: 1-85 Sanitary Sewer System Improvements
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pttntp
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: SGWASA WWTP
b. WWTP Facility Permit#: NCO026824
Al!flows are in MGD
c. WWTP facility's permitted flow 5.5000 mqd
d. Estimated obligated flow not yet tributary to the WWTP 0.0383 mgd
c. WWTP facility's actual avg. flow 1.4580 mqd _
f. Total flow for this specific request 0 mqd
g. Total actual and obligated flows to the facility 1.4963 mgd
h. Percent of permitted flow used 27.2%
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity, * (Firm;pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
None
*The Firm Capacity(design flow)of any pump station is defined as the maximum pumped flogs that can be
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 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"here the Available Capacit) is< 0.
Downstream Facility Name (Sewer): SGWASA WWTP
Downstream Permit Number: NCO026824
Page 1 of 6
FTSE 10-23

III. Certification Statement:
I Scott N. Schroyer 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 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 Sections I and 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
3-�z- z �
Signing Official i ature Date
Executive Director
Title of Signing Official
Page 2 of 6
I-TSE 10-23

ill
NOTES:
Abandoned pipeline locations are
�' • 33RO ST ': . r not shown here-in.
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a ture gek
o. pic Cr Interceptor o
r
ST
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� 3�, • z �' OAK•ST
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� �
P� Z 0 2g���C�q F� t'JI oOP 3 FLEMING�z
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,�c'09 k FpDR 6 A - Q ���t t •e , W,H1LLSgORO ST U+
FLS1 Abandon Lift Station N , , L5 WARD Sr
L sl New Lift Station
` a RIVERSIDE TRL PO,S GREEN RD Q ,. • � DOGWOOD DR z
FLS1 Existing Crossings Lift Station to =CDR •' ' ' SHINING 55 ' �kMO 0��� WHHALL DR m
Remain in Service KING DR $ B?GKSTONED '" e osN�yl " a� FOR 5 MAhf a
New Force Main New Gravity Sewer NRRI D o
Street �' 3
Existing Force Main `� `gym
z
Existing Gravity Main
Surface Water =
Feet Figure 1-1
0 1,2502,500 5,000 7,500 10,000 Overall Proposed Recommendations
CDM South Granville Water and Sewer Authority (SGWASA)
Smith N 1 inch equals 3,000 feet
Uscr'.DARWINME Path:F:\GIS_Data\SGWASA\APRXs\SGWASA_SewerModel\SG WASA_SewerModel_20230]21.aprx

NOTES:
Abandoned pipeline locations are
—
(\ Dow Stream ` 33Rp5T = not shown here-in.
:t1
y Co ection \ Z _
Pint- iN<�ao�s�rQ�t-h\,\e'\"bsran
g \- a Now wl '•!o;o 0 �• �
e`epor
pictureiCreek Interc � \
_ -
\,
Matn ay�\�9T� "Yon, OA
' -
\
c
reek
Ree LS
Ras Off°
�- VEnzEv ai �S e�%►� \ '8
y
.9 2utner
0�, .TELECOM DR
Y' 1,7J�r.Y IVAC WAY
TO SGWAS r`�- \� / �F/T�^/ �c I WILKINS RD y \'° i;�n \ kF K .-
i �I Holman�Cree
Southern
Downstream Jr ' r ' a I-85 Force main i
Connection Interceptor 36,5eP� s� m
Point :. P \ _ Peed
Ledg Creek
- S yr. LS - o Main
ity ewer- �m OAK ST'
To SGWASA Aio LS ` t`"".,.."'..''y,.' 1O r :o LISA T Rel t'
WWTP Jy. a l'11L7 4 r. A F AIKENAVE,
Jo eted
`�yST fi `5 Is
4 / e o WE F Gravity Sewer ,-- �kF RD 4 �PJ4,/.•h•
.•
y`rl G2 g/ o% <'�O° 70E PEED RD
3Ro �S ��ENs
O _ iy P m - FLEMING ST
z..
C� z F9 FS o0 - _
:. �. a ( s o 4 R�O �. T9TF o CAUII�:J17117 F; "`-`
Legend R A a NAY o L1800.0STDR
s: w
F 0 WARD Abandon Lift Station / '_ � ?tic e��~ �, � e o LS LS L' sr
❑ _ RLS OGERS AVE
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•ate RIVERSIDE TRL COmt)�ned s'� 0� ,Q
Existing Crossings Lift Station to x U % o `%CDR 'SHINING 5 FI<< �J ""IrEHALLD
Ls Remain in Service " ��% ?e�GKFo°NceA�llam JS� 'S East Middleton PG,MORFo M
/KING D_R $ � `•
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— Existing Gravity Main �� - _ •" ��; L - \ ,��� 2`2 J
Surface Water �J ii - , °� < ` J �?"' 1
{�-�.
Feet Figure 1-2
0 1,500 3,000 6,000 9,000 USGS and Overall Proposed Recommendations
CDM South Granville Water and Sewer Authority (SGWASA)
Smith N 1 inch equals 3,000 feet
Dscr'.DARWINME Path:F:\GIS_Data\SGWAS4wPRXs\SGWASA_SewerMadel\SGWPSA_SewerModel_20230]21.aprx

CDNI
Smith
�0: � i�itCii �' Il. l::r(�
March 20, 2024
Richard Simpson
Environmental Engineer North Carolina Department of Environmental Qualityflllj o�da j�
Water Resources Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Subject: SGWASA 1-85 Sanitary Sewer System Improvements (ARPA No. SRP-W-ARP-0048)
Request for Sewer System Extension Permit
Dear Mr. Simpson:
South Granville Water and Sewer Authority (SGWASA) proposes to construct the I-8S Sewer
System Improvements project to address its wastewater capacity needs and replace aging
infrastructure.The proposed project includes construction of one new wastewater lift station
(1-85 Lift Station), replacement of two lift stations (East Middleton Lift Station and Joe Peed Lift
Station), approximately 29,700 feet of new 8-inch to 24-inch diameter force main, and
approximately 30,700 feet of new 8-inch to 36-inch diameter gravity sewer. Four additional lift
stations (Joe Peed Booster, Wilkins, Mt. Hope, and 11th Street Lift Stations) and approximately
42,600 feet of 3-inch to 8-inch diameter force main will be abandoned upon installation of the
new infrastructure.
A request to rescind the Joe Peed Booster Lift Station permit, WQ0033616, is being submitted
to the Division of Water Resources under separate cover. The other parts of the project that are
proposed for abandonment or replacement are part of permits that pre-dated SGWASA's
founding in 2002, and these permit numbers were not able to be identified after review of
DEQ's permit list and Laserfiche system.
Enclosed please find the following documents in support of a Sewer System Extension Permit:
Original and one copy of application for Sewer System Extension Permit Form (FTSE)
Original and one copy of Flow Tracking/Acceptance Form (FTA)
Narrative description of project
Check for$600 for application fee
5400 Glenwood Avenue,Suite 400, Raleigh, North Carolina 27612 1 tel:[phone]

CDM
Smith
Mr. Richard Simpson
March 20, 2024
Page 2
Site Maps (USGS and Aerial/Street Map)
Flash drive with electronic files
Please call or email me (919-325-3508 or [e-mail]) if you have any questions.
Thank you for your assistance.
Sincerely,
Kelly R. Boone, P.E.
CDM Smith Inc.
Enclosures: as noted above
cc (via email): Scott Schroyer,SGWASA
Michael Sloop, CDM Smith
Beau Mackie, CDM Smith
5400 Glenwood Avenue,Suite 400, Raleigh, North Carolina 27612 1 tel:[phone]

CD
sm,,ith
r.
March 20, 2024
Richard Simpson MAR 2 2 2024
Environmental Engineer
North Carolina Department of Environmental Quality
Water Resources Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Subject: SGWASA 1-85 Sanitary Sewer System Improvements (ARPA No. SRP-W-ARP-0048)
Request for Permit Rescission for WQ0033616 (Joe Peed Booster Lift Station)
Dear Mr. Simpson:
South Granville Water and Sewer Authority (SGWASA) proposes to construct the 1-85 Sewer
System Improvements project to address its wastewater capacity needs and replace aging
infrastructure. Enclosed is a letter from SGWASA requesting rescission of the Joe Peed Booster
Lift Station permit (WQ0033616). This station will be abandoned as part of the 1-85 Sewer
System Improvements project. A sewer system extension permit request for the overall project
is being submitted under separate cover. The Narrative description that was submitted as part
of the Sewer System Extension Permit is enclosed for your reference.
Please call or email me (919-325-3508 or [e-mail]) if you have any questions
or need additional information in support of this request to rescind the Joe Peed Booster Lift
Station permit. Thank you for your assistance.
Sincerely,
Kelly R. Boone, P.E.
CDM Smith Inc.
Enclosures: Letter requesting to rescind permit and narrative description
cc (via email): Scott Schroyer, SGWASA
Michael Sloop, CDM Smith
Beau Mackie, CDM Smith
5400 Glenwood Avenue,Suite 400, Raleigh, North Carolina 27612 1 tel:[phone]

1 1
March 11, 2024
Richard Simpson
Environmental Engineer
North Carolina Department of Environmental Quality
Water Resources Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Subject: SGWASA 1-85 Sewer System Improvements
Request to Rescind Permit WQ0033616 (Joe Peed Booster Lift Station)
Dear Mr. Simpson:
South Granville Water and Sewer Authority(SGWASA) proposes to construct the 1-85 Sewer System
Improvements project to address its wastewater capacity needs and replace aging infrastructure.The
proposed project includes construction of one new wastewater lift station (1-85 Lift Station),
replacement of two lift stations (East Middleton Lift Station and Joe Peed Lift Station), approximately
29,700 feet of new 8-inch to 24-inch diameter force main, and approximately 30,700 feet of new 8-inch
to 36-inch diameter gravity sewer. Four additional lift stations (Joe Peed Booster,Wilkins, Mt. Hope, and
11th Street Lift Stations) and approximately 42,600 feet of 3-inch to 8-inch diameter force main will be
abandoned upon installation of the new infrastructure. A Sewer System Extension Permit request for
this project is being submitted to the Division of Water Resources under separate cover.
SGWASA is requesting rescission of Permit WQ0033616 for the Joe Peed Booster Lift Station (contingent
upon placing the 1-85 Sewer System Improvements project into operation).The lift station will no longer
be needed because wastewater will be pumped directly from the new Joe Peed Lift Station into the new
Southern Interceptor.
To abandon the Joe Peed Booster Lift Station, SGWASA will demolish and remove all structures at or
above grade such as equipment pads. All below-grade structures less than 3-feet deep will be
demolished and removed as well. All below-grade structures greater than 3-feet deep, including
manholes, wet wells, drywells, etc., will be removed to 3 feet below grade, broken up at the bottom to
prevent flotation issues, backfilled with sand or pea gravel within the structure, and backfilled above the
removed structure with common fill. All aboveground structures will be thoroughly inspected as
required by the contractor for hazardous material before beginning any demolition. Notifications must
be submitted to the Health Hazards Control Unit with Granville County by the contractor if any
hazardous materials are identified.
South Granville Water & L . V4 15 Cent(al Ave, Ste E
Sewer Authority C [phone] 0 BULner, NC 27509

� 1
Thank you for considering this rescission request. Please call or email me at(919)575-3367 Ext 312 or
[e-mail] if you have any questions.
Sincere ,
Sc t .Sc roy r
E ec ive i ctor
S Granville Water and Sewer Authority
SouthL [phone] www.sgwasa.org415 Central Ave, Ste '
Authorityi0 o • • BLItner, NC 27509

SGWASA 1-85 Sewer System Improvements
Project Narrative
South Granville Water and Sewer Authority (SGWASA) serves the southern portions of Granville
County, including the municipalities of Creedmoor, Stem, and Butner, and proposes to
construct the 1-85 Sewer System Improvements project to accommodate current and future
wastewater capacity needs in Granville County. Currently, portions of the existing wastewater
collection system are approaching their maximum capacity to reliably convey flow to the
SGWASA Wastewater Treatment Plant (WWTP). The project is also needed to repair and
upgrade SGWASA's aging and obsolete collection system to avoid sanitary sewer overflows
(SSOs).
As part of the planning process for this project, SGWASA conducted hydraulic modeling,
developed future flow projections, analyzed collection system capacity, and evaluated
improvement alternatives to develop a project to address its capacity needs. The proposed
project includes construction of one new wastewater lift station (1.75 mgd capacity 1-85 Lift
Station), replacement of two lift stations (5.2 mgd capacity East Middleton Lift Station and 6.5
mgd capacity Joe Peed Lift Station), approximately 29,700 feet of new 8-inch to 24-inch
diameter force main, and approximately 30,700 feet of new 8-inch to 36-inch diameter gravity
sewer. Four additional lift stations (Joe Peed Booster, Wilkins, Mt. Hope, and 11th Street Lift
Stations) and approximately 42,600 feet of 3-inch to 8-inch diameter force main will be
abandoned upon installation of the new infrastructure.
The table below describes each component in more detail.
ComponentDescription
Northern
Interceptor 9,100' Gravity Sewer Replacement
Southern Replacement
Interceptor 18,100' Gravity Sewer
p (New alignment)
Joe Peed Lift
Demo existing LS; Construct new LS Replacement
Station
Joe Peed Gravity 1 570' Gravity Sewer New;to connect
Sewer abandoned LS to new LS
Ledge Creek Replacement
GravitySewer 2,200' Gravity Sewer
(New Alignment)

Component Descriptionor •
Joe Peed Force 11,400' Force Main Replacement
Main
East Middleton
Gravity Sewer 3,200' Gravity Sewer Replacement
East Middleton 2,100' Force Main Replacement
Force Main
East Middleton Lift Demo of existing LS and construction of
Station new LS Replacement
1-85 Lift Station New construction LS New
1-85 Gravity Sewer 700' Gravity Sewer New
1-85 Force Main 8,700' Force Main New
Joe Peed Booster Demo existing LS with no replacement Abandon
Station (replace with new Joe Peed Force Main)
Wilkins Lift Station Demo existing LS with no replacement— Abandon
Reroute flow to Southern Interceptor
Mount Hope Lift Demo existing LS with no replacement— Abandon
Station Reroute flow to Southern Interceptor
111h Street Lift Demo existing LS with no replacement— Abandon
Station Reroute flow to Southern Interceptor
The permit number for the existing Joe Peed Booster Lift Station is WQ0033616. A formal
recission request is being submitted in conjunction with this request under separate cover.

CDM
Smith
May 6, 2024
Richard Simpson
Environmental Engineer
North Carolina Department of Environmental Quality
Water Resources Water Quality Regional Operations Section
3800 Barrett Drive
Raleigh, North Carolina 27609
Subject: South Granville Water and Sewer Authority (SGWASA)
1-85 Sanitary Sewer System Improvements
Response to Additional Information Request for Sewer System Extension Permit
Application No. WQ0045257
Dear Mr. Simpson:
Thank you for your comments on the SGWASA 1-85 Sewer System Improvements project sewer system
extension permit application (Application No. WQ0045257).Your comments from April 16, 2024 are
listed below with responses, and revised attachments are enclosed.
1. Section IX.S indicates the proposed project needs a 404/401 authorization. Please provide the
applicable permits and ARPA Nos.
Response: The ARPA No.for this project is SRP-W-ARP-0048. A 4041401 permit application was
submitted to USACE and DWR in September 2023 and resubmitted in April 2024 to address
comments from DWR. It is currently in review. The DWR No. is 20231361. The USACE Action ID is
SA W-2023-00464.
2. Section IX.6 indicates the proposed project needs additional environmental permits. Please
provide the applicable permits and ARPA Nos.
Response: The ARPA No.for this project is SRP-W-ARP-0048. Erosion and sediment control
permit applications were submitted to DEMLR in March 2024, and approvals were issued on
April 19, 2024. These permit numbers are GRANV-2024-0105 and GRANV-2024-0106. Copies of
the approvals are attached.
5400 Glenwood Avenue,Suite 400, Raleigh, North Carolina 27612 1 tel:[phone]

CDM
Smith
Mr. Richard Simpson
May 6, 2024
Page 2
3. Section II of the FTSE 10-23 form indicated "None". Please provide explanation of"None".The
USGS maps indicates several pumping stations between the proposed lift stations and the
WWTP.
Response: As shown in Figure 1-1 "Overall Proposed Recommendations,"the 11st Street Lift
Station, Mount Hope Lift Station, and Wilkin's Lift Station are shown in red to be abandoned by
the Southern Interceptor. Additionally, the existing Joe Peed Lift Station and existing East
Middleton Lift Station will be abandoned and replaced. There are no existing lift stations that will
receive wastewater flow as a result of this project. The downstream connection points to existing
gravity sewer have now been labeled on both figures, and there are no lift stations between the
downstream connection point and the SGWASA wastewater treatment plant.
4. Topographical map and/or the aerial map provided are not sufficient. According to Section F of
the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map needs
to clearly identify the project area, including the closest surface waters, general location of the
gravity sewer, pumpstations, and force mains, and the downstream connection points for the
receiving sewer. Also please indicate the direction of flow.
Response: Revised USGS topographical and aerial maps are enclosed. Surface waters,
downstream connection points, and flow arrows have been added. Previous figures contain
project area, general location of gravity sewer,pump stations, and force mains.
If you have any questions or need additional information, please contact me at
[e-mail] or(919) 325-3508.Thank you for your assistance.
Sincerely,
Kelly R. Boone, P.E.
CDM Smith
Enclosures: Copies of erosion and sediment control permit approvals
Revised USGS Map
Revised Aerial Map
5400 Glenwood Avenue,Suite 400, Raleigh, North Carolina 27612 1 tel:[phone]

SGWASA 1-85 Sewer System Improvements
Sediment and Erosion Control Permits— NCDEQ DEMLR
G RANV-2024-0105
G RANV-2024-0106

Boone, Kelly
From: Scott Schroyer <[e-mail]>
Sent: Friday, April 19, 2024 11:22 AM
To: Boone, Kelly; Sloop, Michael
Subject: Fwd: 1-85 Sewer System Improvements CP 1: GRANV-2024-0105: FROF Application
Approval with Modifications Needed CRM:0189038
Attachments: Letter of Approval - Friday, April 19, 2024 1045 AM.docx; Certificate of Approval -
Friday, April 19, 2024 1045 AM.docx;Application Report - Friday, April 19, 2024 1045
AM.pdf
Regards,
Scott N. Schroyer
Executive Director
South Granville Water and Sewer Authority
415 Central Avenue, Suite B
Butner, NC 27509
[phone] Ext 312
sschroyer(c)sgwasa.orq
www.sgwasa.org
New: Want to schedule a 30 minute meeting with me on Zoom? Please CLICK HERE to schedule a date and time that
works for you.
Note:E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law.
From: SVC_Do Not Reply-DEQPermits<[e-mail]>
Sent: Friday,April 19, 2024 10:58:07 AM
To: Scott Schroyer<[e-mail]>
Cc: Fayad, Abdulrahman B<[e-mail]>;Allen, Isaac I <[e-mail]>
Subject: 1-85 Sewer System Improvements CP 1: GRANV-2024-0105: FROF Application Approval with Modifications
Needed CRM:0189038
J '
North Carolina Department of Environmental Quality
Division of Energy, Mineral & Land Resources
Land Quality Section
Roy Cooper
Governor
Elizabeth S. Biser
Secretary
i

William Vinson Jr. (Acting)
Director
04-19-2024
Scott N. Schroyer, SGWASA
415 Central Avenue
Butner, NC 27509
RE: Project Name: 1-85 Sewer System Improvements CP 1
Acres Approved:20.16
Application ID: PA-003266
Permit Number: GRANV-2024-0105
Address:Joe Peed Road
City:Creedmoor
County:Granville
River Basin: Neuse
Stream Classification: NSW: Nutrient Sensitive Waters;WS-IV:Water Supply IV
Plan Type: New Plan
Dear Scott N. Schroyer, SGWASA,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable with
modifications and hereby issue this Letter of Approval with Modifications. The Modifications Required for Approval are
listed on the attached page.The Certificate of Approval must be posted at the job site. This plan approval shall expire
three (3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title
15A NCAC 4B .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent(eNO1)
form requesting a Certificate of Coverage (COC) under the NCG010000 Construction General Permit.After the form is
reviewed and found to be complete, you will receive a link with payment instructions for the $120 annual permit fee. After
the fee is processed, you will receive the COC via email.As the Financially Responsible Party shown on the FRO form
submitted for this project,you MUST obtain the COC prior to commencement of any land disturbing activity.The eNO1 form
may be accessed atdeq.nc.gov/NCG01. Please directquestions about the eNOlform totheStormwater Program staff in the
Raleigh central office. If the owner/operator of this project changes in the future, the new responsible partymust obtaina
newCOC.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the job
site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to ensure compliance with
the approved plan.
2

North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of existing natural
resources and adjoining properties. If, following the commencement of this project, the erosion and sedimentation
control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to
insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws,
regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land-disturbing
activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility/Ownership Form, which you provided. You are requested to file an amended form if there is any change in
the information included on the form. This permit allows for a land-disturbance, as called for on the application and plan,
not to exceed the approved acres. Exceeding the acreage can be a violation of this permit and may require a revised plan
and additional application fee. In addition, it would be helpful if you notify this office of the proposed starting date for this
project.
Modifications Required for Approval:
1. Approval of this erosion and sedimentation control (E&SC) plan does not authorize impacts to wetlands, coastal
marsh, streams or other waters of the State or United States or supersede any other permitting requirement of any
Federal,State or Local agency. Please provide a copy of the USACE 404 permit and DWR 401 certifications when available
for the office file. Submit documentation with maps showing location and extent of impacts to streams and wetlands
with any special conditions pertaining to E&SC and restoration of affected areas. Identify the streams, wetlands, and
buffers on the plan sheets. Include any additional measures, construction specifications, maintenance requirements and
construction sequencing as required by the 404/401/Buffer Determination and Buffer Authorization on the plan sheets.
PLEASE NOTE: If the approval of these other permits results in any changes to the E&SC plan then a revised E&SC
application reflecting those changes must be submitted to our office for review and approval. (GS 11 3A-54.1(c), 15A NCAC
04B .0106(1))
Your cooperation is appreciated.
Sincerely,
North Carolina Department of Environmental Quality
Division of Energy, Mineral & Land Resources
Land Quality Section
Enclosures: Certificate of Approval
Modifications Required for Approval
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh NC, 27609
J 919-791-4200
3

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
4

Boone, Kelly
From: Scott Schroyer <[e-mail]>
Sent: Friday, April 19, 2024 11:22 AM
To: Boone, Kelly; Sloop, Michael
Subject: Fwd: 1-85 Sewer System Improvements CP2 : GRANV-2024-0106 - FROF Application
Approval with Modifications Needed CRM:0189039
Attachments: Certificate of Approval - Friday, April 19, 2024 1101 AM.docx;Application Report -
Friday, April 19, 2024 1101 AM.pdf; Letter of Approval -4_19_2024 11_01 AM.pdf
Regards,
Scott N. Schroyer
Executive Director
South Granville Water and Sewer Authority
415 Central Avenue, Suite B
Butner, NC 27509
[phone] Ext 312
sschroyer(c)sgwasa.orq
www.sgwasa.org
New: Want to schedule a 30 minute meeting with me on Zoom? Please CLICK HERE to schedule a date and time that
works for you.
Note:E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law.
From: SVC_Do Not Reply-DEQPermits<[e-mail]>
Sent: Friday,April 19, 2024 11:06:33 AM
To: Scott Schroyer<[e-mail]>
Cc:Amaya, Celina M <[e-mail]>;Allen, Isaac I <[e-mail]>; Fayad,Abdulrahman B
<[e-mail]>
Subject: 1-85 Sewer System Improvements CP2 : GRANV-2024-0106- FROF Application Approval with Modifications
Needed CRM:0189039
North Carolina Department of Environmental Quality
Division of Energy, Mineral & Land Resources
Land Quality Section
Roy Cooper
Governor
Elizabeth S. Biser
Secretary
i

William Vinson Jr. (Acting)
Director
04-19-2024
Scott N. Schroyer, SGWASA
415 Central Avenue
Butner, NC 27509
RE: Project Name: 1-85 Sewer System Improvements CP2
Acres Approved:39.56
Application ID: PA-003278
Permit Number: GRANV-2024-0106
Address: 20th Street&Railroad Ave.
City: Butner
County:Granville
River Basin: Neuse
Stream Classification: NSW: Nutrient Sensitive Waters;WS-IV:Water Supply IV
Plan Type: New Plan
Dear Scott N. Schroyer,
This office has reviewed the subject erosion and sedimentation control plan. We find the plan to be acceptable with
modifications and hereby issue this Letter of Approval with Modifications. The Modifications Required for Approval are
listed on the attached page.The Certificate of Approval must be posted at the job site. This plan approval shall expire
three (3) years following the date of approval, if no land-disturbing activity has been undertaken, as is required by Title
15A NCAC 4B .0129.
As of April 1, 2019, all new construction activities are required to complete and submit an electronic Notice of Intent(eNO1)
form requesting a Certificate of Coverage (COC) under the NCG010000 Construction General Permit.After the form is
reviewed and found to be complete, you will receive a link with payment instructions for the $120 annual permit fee. After
the fee is processed, you will receive the COC via email.As the Financially Responsible Party shown on the FRO form
submitted for this project,you MUST obtain the COC prior to commencement of any land disturbing activity.The eNO1 form
may be accessed atdeq.nc.gov/NCG01. Please directquestions about the eNOlform totheStormwater Program staff in the
Raleigh central office. If the owner/operator of this project changes in the future, the new responsible partymust obtaina
newCOC.
Title 15A NCAC 4B .0118(a) and the NCG01 permit require that the following documentation be kept on file at the job
site:
1. The approved E&SC plan as well as any approved deviation.
2. The NCG01 permit and the COC, once it is received.
3. Records of inspections made during the previous 12 months.
Also, this letter gives the notice required by G.S. 113A-61.1(a) of our right of periodic inspection to ensure compliance with
the approved plan.
2

North Carolina's Sedimentation Pollution Control Act is performance-oriented, requiring protection of existing natural
resources and adjoining properties. If, following the commencement of this project, the erosion and sedimentation
control plan is inadequate to meet the requirements of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statute 113A-51 through 66), this office may require revisions to the plan and implementation of the revisions to
insure compliance with the Act.
Acceptance and approval of this plan is conditioned upon your compliance with Federal and State water quality laws,
regulations, and rules. In addition, local city or county ordinances or rules may also apply to this land-disturbing
activity. This approval does not supersede any other permit or approval.
Please note that this approval is based in part on the accuracy of the information provided in the Financial
Responsibility/Ownership Form, which you provided. You are requested to file an amended form if there is any change in
the information included on the form. This permit allows for a land-disturbance, as called for on the application and plan,
not to exceed the approved acres. Exceeding the acreage can be a violation of this permit and may require a revised plan
and additional application fee. In addition, it would be helpful if you notify this office of the proposed starting date for this
project.
Modifications Required for Approval:
1. Approval of this erosion and sedimentation control (E&SC) plan does not authorize impacts to wetlands, coastal
marsh, streams or other waters of the State or United States or supersede any other permitting requirement of any
Federal,State or Local agency. Please provide a copy of the USACE 404 permit and DWR 401 certifications when available
for the office file. Submit documentation with maps showing location and extent of impacts to streams and wetlands
with any special conditions pertaining to E&SC and restoration of affected areas. Identify the streams, wetlands, and
buffers on the plan sheets. Include any additional measures, construction specifications, maintenance requirements and
construction sequencing as required by the 404/401/Buffer Determination and Buffer Authorization on the plan sheets.
PLEASE NOTE: If the approval of these other permits results in any changes to the E&SC plan then a revised E&SC
application reflecting those changes must be submitted to our office for review and approval. (GS 11 3A-54.1(c), 15A NCAC
04B .0106(1))
Your cooperation is appreciated.
Sincerely,
North Carolina Department of Environmental Quality
Division of Energy, Mineral & Land Resources
Land Quality Section
Enclosures: Certificate of Approval
Modifications Required for Approval
J
North Carolina Department of Environmental Quality I Division of Energy, Mineral and Land Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh NC, 27609
3

919-791-4200
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
4

From: Boone,Kellv
To: Scott Schroyer;Simpson. Richard; Mackie,Beau M.
Cc: Sloop,Michael
Subject: RE: [External]RE: Draft Fast Track I-85 Sewer System Improvements
Date: Monday,June 3,2024 10:58:36 AM
Attachments: imaae001.Dna
imaae002.Dna
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Richard,
We have reviewed the draft permit and do not have any comments or updates—it looks good to us.
Thanks,
Kelly
Kelly R.Boone,PE,PMP I CDM Smith 15400 Glenwood Avenue,Suite 400
Raleigh, NC 27612 1 T/F:919.325.3508 1 [e-mail] I http://cdmsmith.com
From: Scott Schroyer<[e-mail]>
Sent:Thursday, May 30, 2024 9:15 AM
To: Simpson, Richard <[e-mail]>; Boone, Kelly<[e-mail]>;
Mackie, Beau M. <[e-mail]>
Cc: Sloop, Michael <[e-mail]>
Subject: RE: [External] RE: Draft Fast Track 1-85 Sewer System Improvements
Richard:
Good morning. Please consider this email as confirmation to Kelly's statements in her
5/29/24 email.
Regards,
Scott N. Schroyer
Executive Director
South Granville Water and Sewer Authority
415 Central Avenue, Suite B
Butner, NC 27509
[phone] Ext 312
[e-mail]
www.sgwasa.org

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From: Simpson, Richard <[e-mail]>
Sent:Thursday, May 30, 2024 8:51 AM
To: Boone, Kelly<BooneKR(@cdmsmith.com>; Mackie, Beau M. <mackiebm(@cdmsmith.com>; Scott
Schroyer<sschroyer(@sgwasa.org>
Cc: Sloop, Michael <[e-mail]>; Simpson, Richard <richard.simpsonlcDdeq.nc.gov>
Subject: Re: [External] RE: Draft Fast Track 1-85 Sewer System Improvements
Importance: High
All,
Good morning.Thank you for your response yesterday. Please provide any comments or
updates to the draft permit by Tuesday 6/4. Scott could you please confirm the
response in the last email from Kelly: "Unfortunately,we were unable to find any other
permits that correspond to the infrastructure that is to be replaced."?
Respectfully,
Richard
From: Boone, Kelly<BooneKR(@cdmsmith.com>
Sent: Wednesday, May 29, 2024 01:31 PM
To: Simpson, Richard <richard.simpsonPdeq.nc.gov>; Mackie, Beau M.
<mackiebm(@cdmsmith.com>; Scott Schroyer<sschroyer(@sgwasa.org>
Cc: Sloop, Michael <SloopMK(@cdmsmith.com>
Subject: [External] RE: Draft Fast Track 1-85 Sewer System Improvements
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
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Hi Richard,
For the permit we requested to be rescinded, WQ0033616, the Joe Peed Booster Station, we
do not have a copy of the permit. We found that number and description in the spreadsheet of
permits that you sent us, but we don't have the permit itself.

For the two that you attached to the email, we did look at those,because we initially thought
they might be candidates for replacement. However, upon further investigation, while
WQ0013327 refers to SR 1110 (Joe Peed Rd), it is for a crossing of"Holman Creek" (Holman
Creek appears to be upstream of Rogers Lake and outside of our project area). Therefore, this
permit does not appear to be related to the existing force main along Joe Peed Road. The
Permit WQ0029859mod for the Wynngate subdivision is the one that I thought might be for
the East Middleton Lift Station; however,upon review of the permit, it says it's for 3985 LF
of 8" gravity sewer, and it does not include a pump station. In the flow tracking form says it
discharges into the "East Middleton Drive"pump station(that pump station is the one we are
replacing). Therefore, I don't think WQ0029859mod is a permit that we would need to
modify.
Unfortunately, we were unable to find any other permits that correspond to the infrastructure
that is to be replaced.
Kelly
Kelly R.Boone,PE,PMP I CDM Smith 15400 Glenwood Avenue,Suite 400
Raleigh,NC 27612 1 T/F:919.325.3508 1 boonekr(c�r�cdmsmith.com I h=:Hcdmsmith.com
From: Simpson, Richard<richard.simpson&ded.nc.gov>
Sent: Wednesday, May 29, 2024 1:08 PM
To: Mackie, Beau M. <mackiebm&cdmsmith.com>; Boone, Kelly
<BooneKR(cr�.cdmsmith.com>; Scott Schroyer<sschroyer(a�.s�wasa.org>
Cc: Simpson, Richard<richard.simpson&deq.nc.gov>
Subject: Draft Fast Track I-85 Sewer System Improvements
Importance: High
All,
This is a draft of your I-85 Sewer system Improvement permit with the associated application.
This is a complicated ARPA project in due to 57,347 LF of piping, adding and replacing 3
pump stations, and abandonment of other pump stations. We must make sure there are no
duplications of this permit with past permits. We tried earlier in the year to find associated

previous permits with very little success due to past recordkeeping. If needed, we can rescind
additional permits to prevent duplication. Attached are 2 old permits that might be in the
general area. The only permit you requested to be rescinded(WQ0033616) I can't find
anywhere. I'm trying to get this done by Tuesday 6/4 and before a vacation. Any help is
appreciated.
Richard Simpson
Environmental Engineering
Office of Continuous Improvement(OCI)
Division of Water Resources -Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
richard.simpsonkdeq.nc.gov
919.791.4239 Office
DUF Q�
.ter
email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
o Get info on ARPA Project Permitting:ARPA Env.Permitting
o Search DEQ Permits:NC DEQ Permit DirectorX
O Apply for Funding: I Need Funding I NC DEQ
O Sewer Extension Permitting I NC DEQ
0 Subchapter 2T Rules.pdf(state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

From: Boone, Kelly
To: Simpson, Richard
Cc: Mackie,Beau M.;Sloop,Michael
Subject: RE: [External] RE: I-85 Sanitary Sewer System Improvements Additional Information Request
Date: Monday,May 6,2024 3:57:00 PM
Attachments: imape001.pna
Response Letter Sewer System Ext SGWASA I-85 SS Impr.odf
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Hi Richard,
We have prepared a response letter to address your comments from your email. Attached is the
letter with the revised maps and erosion control permits.
Do you need a hard copy of these or the original files (narrative, application forms)? I know you said
you cannot use flash drives, so please let us know if you need any other files.
Thanks,
Kelly
Kelly R.Boone,PE,PMP I CDM Smith 15400 Glenwood Avenue,Suite 400
Raleigh, NC 27612 1 T/F:919.325.3508 1 boonekr(@cdmsmith.com I http://cdmsmith.com
From: Simpson, Richard <[e-mail]>
Sent: Wednesday, May 1, 2024 11:33 AM
To: Mackie, Beau M. <[e-mail]>; Boone, Kelly<[e-mail]>
Cc: Sloop, Michael <[e-mail]>
Subject: RE: [External] RE: 1-85 Sanitary Sewer System Improvements Additional Information Request
Beau,
Just send them the easiest way you can so I can open them. If I can't open it, we will try something
else. If file gets too big, separate them.
Thanks,
Ruichard
From: Mackie, Beau M. <mackiebmPcdmsmith.com>
Sent: Wednesday, May 1, 2024 9:46 AM
To: Simpson, Richard <richard.simpsonCcDdeq.nc.gov>; Boone, Kelly<BooneKRPcdmsmith.com>
Cc: Sloop, Michael <SloopMK(@cdmsmith.com>
Subject: RE: [External] RE: 1-85 Sanitary Sewer System Improvements Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Richard,
Thank you for the feedback, and we plan to submit shortly.
Will it be helpful to digitally transmit the previous submittal via a file transfer system? Or have you
received the digital files otherwise?
Thanks,
Beau M.Mackie,PE,PMP
CDM Smith—PM, Environmental Engineer
919.325.3560
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent: Wednesday, May 1, 2024 7:56 AM
To: Mackie, Beau M. <mackiebm(@cdmsmith.com>; Boone, Kelly<BooneKR(@cdmsmith.com>
Cc: Sloop, Michael <SloopMK(@cdmsmith.com>
Subject: RE: [External] RE: 1-85 Sanitary Sewer System Improvements Additional Information Request
Good morning,
The explanation provided for question 3 is good for now. Please provide the pipe sizes associated
with the pipe length and whatever was on the flash drive. We can't use flash drives be of security.
Respectfully,
Richard
From: Mackie, Beau M. <mackiebm(@cdmsmith.com>
Sent:Tuesday,April 30, 2024 12:10 PM
To: Simpson, Richard <richard.simpson(@deq.nc.gov>; Boone, Kelly<BooneKR(@cdmsmith.com>
Cc: Sloop, Michael <SloopMK(@cdmsmith.com>
Subject: [External] RE: 1-85 Sanitary Sewer System Improvements Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.
Hello Richard,
We are preparing responses to your comments below, and need some clarification on Question 3
(highlighted below).
In section II of the submitted FTSE form (attached), we listed "none" because there are not any
existing lift stations that receive flow from our project and re-pump. Should we also list the
proposed pump stations we are permitting through the sewer extension permit? My understanding
of the form was to identify existing lift stations outside of our proposed project, but may have been
mistaken.

I left a voice mail if it is easier to clarify and discuss over the phone. Feel free to call when available.
Thanks,
Beau M.Mackie,PE,PMP
CDM Smith—PM,Environmental Engineer
919.325.3560
From: Simpson, Richard <richard.simpson(@deq.nc.gov>
Sent:Tuesday, April 16, 2024 10:26 AM
To: Mackie, Beau M. <mackiebm(@cdmsmith.com>; Boone, Kelly<BooneKR(@cdmsmith.com>
Cc: Simpson, Richard <richard.simpson(@deq.nc.gov>
Subject: 1-85 Sanitary Sewer System Improvements Additional Information Request
Hello Beau,
After reviewing the Fast Track Sewer System Extension Application for 1-85 Sanitary Sewer System
Improvements (Application Number WQ0045257), additional information is required in order to
further process the application. Please provide the following information before May 16, 2024,
since this is ARPA funded project(No. SRP-W-ARP-0048). Note that the requested information
must be submitted within 30 days of this request, or the applicant will be required to submit a new
application and application fee in accordance with 15A NCAC 02T.0107.
1-Section IX.5 indicates the proposed project needs a 404/401 authorization. Please provide the
applicable permits and ARPA Nos.
2-Section IX.6 indicates the proposed project needs additional environmental permits. Please
provide the applicable permits and ARPA Nos.
3—Section II of the FTSE 10-23 form indicated "None". Please provide explanation of"None". The
USGS maps indicates several pumping stations between the proposed lift stations and the WWTP.
4-Topographical map and/or the aerial map provided are not sufficient. According to Section F of
the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map needs to
clearly identify the project area, including the closest surface waters, general location of the gravity
sewer, pumpstations, and force mains, and the downstream connection points for the receiving
sewer. Also please indicate the direction of flow.
15A NCAC 02T.0107 Staff Review and Permit Preparation states:
• "(2) (e) If an application is accepted and later found to be incomplete, the applicant shall be
advised how the application or accompanying supporting information may be modified to
make it complete. The staff shall advise the applicant:
(2) if all required information is not submitted within 30 days, the project will be
returned as incomplete. Any resubmittal of a returned application shall be accompanied
with a new application fee."
Please contact me with any questions that you may have regarding this request.

*Please note that the fee for fast track sewer extension permits has increased to$600 as of
October 3, 2023[as stipulated in the 2023 House Appropriations Act, House Bill 259, Water
Quality and Storm water Fees, Section 12.14(a)].
Sincerely,
Richard
Richard Simpson
Environmental Engineering
Office of Continuous Improvement(OCI)
Division of Water Resources-Raleigh Regional Office
North Carolina Department of Environmental Quality
3800 Barrett Drive, Raleigh, NC 27609
richard.simpson0deq.nc.gov
919.791.4239 Office
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
o Get info on ARPA Project Permitting:ARPA Env.Permittine
o Search DEQ Permits:NC DEQ Permit DirectorX
o Apply for Funding: I Need Funding I NC DEO
o Sewer Extension Permitting I NC DEQ
o Subchapter 2T Rules.pdf(state.nc.us)
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.