WQ0044876_Application (FTSE)_20231214

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 &SUPPORTING DOCUMENTATION
Application Number:W(�DOO q V 4to be completed by DWR)
All items must be completed or the application will be returned
L APPLICANT INFORMATION:
1. Applicant's name: Citv of Wilson(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:Kyle F.Manning,PE__ . per 15A NrAC 02T 010611,
Title:Assistant Director of Public Works
4. Applicant's mailing address:P.O. Box 10
City: Wilson State:NC Zip:27893-
5. Applicant's contact information:
Phone number:[phone] Email Address:kmannin ct.wilsonnc.ortn
11. PROJECT INFORMATION:
1. Project name: 1158 Place—Phase 3 Public Sewer Extension
2. Application/Project status: ® Proposed(New Permit) ❑Existing Permit/Project
If a modification,provide the existing permit number: WQOON/A and issued date: N/A
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: WQOON/A
3. County where project is located:Wilson 3_<-7.47
4. Approximate Coordinates(Decimal Degrees): Latitude: ALhW*Longitude:-77.971°
5. Parcel ID(if applicable): 3702-47-9494(or Parcel ID to closest downstream sewer)
M. CONSULTANT INFORMATION:
1. Professional Engineer: Robert S.Bartlett. PE License Number:20106
Firm:Bartlett Eneineerine&Surve ins R,PC
Mailing address: 1906 Nash St.N.
City: Wilson State: NC Zip: 27893-
Phone number: [phone] Email Address:robert wbartletteng.cotn
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Homim Creek Water Reclamation Facility Permit Number:NC0023906
Owner Name: Cit% of Wilson
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043440
2. Downstream(Receiving)Sewer Information: 8 inch ®Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS 0o02 1
Owner Name(s): W; Son
FORM: FTA 06-21 Page ] of 5

V1. GENERAL REQUIREMENTS
I. If the Applicant is a Privately-Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
El Yes ❑No ®NA
2. if the Applicant is a Developer of lots to be sold,has a Developer's s Ocer4tiQg41 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.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 day care ❑ Medical dental veterinary facilities ❑ Swimming Pool'Clubhouse
❑ Food and drink facilities ❑Church ❑ Swimming Pool Filter Backwash
❑ Businesses 'offices factories ❑Nursing Home ❑Other(Explain in Attachment)
5. Nature of wastewater : 100%Domestic °'o 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(t)? ❑ 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 a,6 No. of Units Flow
Single Family Townhomes(3BR Units) 225 gal/day 85 19,125 GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
gal/ GPD
Total 19,125 GPD
a See 15.ANCAC 02T .01 14(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.01 14(c),design flow rates for establishments not identified [in table 15A NCAC 02T.01 141 shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 19,125 GPD(per 15A NCAC 02T.01 14)
D 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 06-21 Page 2 of 5

VI1. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size(inches) Length(feet) Material
8 1,543 PVC
8 305 Dl
➢ Section II & 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
Vill. PUMP STATION DESIGN CRITERIA(if Applicable)—02T.0305& MDC(Puma 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)
➢ 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.I.b. ❑Grinder Pump ❑ Mechanical Bar Screen ❑ Other(please specify)
6. Power reliability in accordance with 15A NCAC 02T.0305(hx l�:
❑ 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:
➢ 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)):
I. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f)&fig)? ® Yes ❑No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter* Separation Required
Storm sewers and other utilities not listed below(vertical) 18 inches
'Water mains(vertical-water over sewer preferred, including in benched trenches) 18 inches
'Water 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-1 waters of Class 1 or
Class 11 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.0305(I)or(&I see Section X.1 of this application
*15A NCAC 02T.0305(g1 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 NCSprf e Water Classifications webpaae
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 drafl 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:Neuse ❑No
1f yes, does the project comply with setbacks found in the river basin rules per I 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 ®-?4e
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?" [-] 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:
I. 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 Gravitl_Sewer Minimum Design Criteria(latest version)as applicable?
X❑ 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 reguirine two or more variances or where the variance is determined by the Division to be a
significant portion of the pro6ect,the full technical review is re uired.
2. Professional Engineer's Certification:
1, Robert S. Bartlett, PE,attest that this application for 1158 Place Phase 3 Public Sewer Extension
(Professional Engineer's name from Application Item III I ) (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 143-215.613, 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 NC C 56,0701)
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North Carolina Professional Engineer's seal,signature,and date: <``\ CAA•
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• SEAL •'11ti
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3. Applicant's Certification per 15A NCAC 02T.0106(b):
1, Kyle F. Manning, PE, attest that this application for 1158 Place Phase 3 Public Sewer Extension
(Signature Authority Name from Application Item[ i i (Project Name from Application Item 11.1)
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. 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 S 10,000 as well as civil penalties up to$25,000 per violation.
Signature: Date:
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DW Division of Water Resources
Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Wilson
Project Name for which flow is being requested: 1158 Place - Phase 3 Public Sewer Ext.
More than one FTSE may be required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Hominey Creek Water Reclamation Facility
b. WWTP Facility Permit#: NCO023906
All flows are in MGD
c. WWTP facility's permitted flow 14.00
d. Estimated obligated flow not yet tributary to the WWTP 0.4705
e. WWTP facility's actual avg. flow 7.27
£ Total flow for this specific request 0.019125
g. Total actual and obligated flows to the facility 7.7596
h. Percent of permitted flow used 55.43
I1. 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
Average Approx. Obligated, Total
Pump Daily Current Not Yet Current Flow
Pump Station Station Firm Flow** Avg. Daily Tributary Plus
(Name or Permit Capacity, * (Firm!pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
Contentnea #36001 4.320 1.728 0.94 0.307 1.247 0.481
Southside 6.264 2.506 1.52 0.307 1.827 0.679
* 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 divided by a peaking factor
(pf) 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 the Available Capacity is<0.
Downstream Facility Name (Sewer): City of Wilson
Downstream Permit Number: WQCS00021
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I JCyle F. Manning, 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 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 II 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.
Signing Official Signature Dale
'-06f �— cC_ 0 - Q✓�t 1i C 0 w5 L(�` (act..,
Title of Signing Official
Page 2 of 6
FTSE 10-18

r // EX.MI
EX.MHk228
STORMWATER SEWER STRUCTURE TABLE / / NG , _ .\ l
P
STRUCNRE NAME DESaEPRaJ TOP p1EV. N1fRT IN INVERT CUT � � i `�� ------------'
Jt CATCH BASIN 130.19 124.91 12a.]t i" s0. -
125.86 e Q - "�G� .\ "- i\ _-. �i� pp5aL6 ---------------------
J2 CATCH BASIN ISO,9 ,z6.00 ^ EX. i ��� / \✓/ � \ �
J3 CATCH BASIN ,2999 12570 125.50 /- �� J/-
Ja carcH easry ,Jo.Ja its i3 126.13 / 8 PNG \�1.10.1 ��./ GG��G`so. ,\\ \._ - - ______
J5 DROP INLET 128.50 126.26 H C ���--- ___-- �O,�E J 3O, I/ ��," __"
J6 CATCH BASIN 131SO 126.95 126.95 %\`��-_ ' Z� / / __-" ----___ - --
JJ CATCH BASIN ^`� "
,31.94 12].25 ,2].25 ,y(---- � 30,
/T19a. -, - J _1 • //Z JB CATCH INLET
,31.94 12].35 ,2].35 \`\\\\'--- 1 BASIN �A F L
J9 DROP T 131.00 12].]0 127.79 "/-�•22� ,'----- T�m ;, " ; N4T�41O `- J Ode 2o•;, __-' '" `-------- -- ------------------
S II,
I
J10 DROP INLET 132.3E 128.00 128.00 "" F
(94
ill CATCH BASIN 132.80 128.1E 128.,E 0 \` .5
J12 CATCH BASIN 133 128.60 12a.6o �„\ro Di I SANITARY SEWER STRUCTURE TABLE
.22
JI3 CATCH BASIN 135.80 TEII
131.J5 130.90 (_ / __ / \\'\_ - /,�.\�/ " --- -��J/!/ NV 1 Z$.S1 I D STRUDNRE NAME T(IP EIEV. N1ERT IN INERT CUT XpWT (INCH
J14 CATCH BASIN 135.61 13'.80 -/ ��•J �. i, --- I I TOP 135.6111MHg}1
A
138.5] 132.60 132CO " \ // , , / _J25 carcH easry � ` i ,"%' � ��. INV 128.54 MHg32
Jib CATCH BASIN 137.43 1 133.70 133.30 // l ---_____i EXISTING BMP LOT MHg}} 12300---' / _ ,3,.5, 223.00 8.51 48
J,6A YARD INLET 1ST. ,34.30 "" / i ----------- ``.-_ "\ m 1 MHg34 134.02 12383 123.83 101E 48
132.45 /// -_--------- - - \ I 124.77
1 36.J CATCH BASIN 162 _
132.]0 132.20 MHg35 13J.58 126.57 124.S7 1300 60
J,JA YARD INLET 136.40 ,33.30 126.57
J28 CATCH BASIN 13J.80 134.40 13a.00 - a`` � /"" 581'1•f DU PPpD�(DOR �0 I \ MHg36
1 2zfio
G< I\\ 2"E 1-2"BLOW-OFF s2 I \ MHg37 12e.00 .
J,BA YARD INLET 13J.8] ,35.00 - � Q1O \ N47°562 ASSEMBLY I \ MHg38 848 2580 000 48
J19 CATCH BASIN 139,04 135.40 ,35.00 ♦` 1- __ \ ]18 291E 8.00 48
J19A YARD INLET 139OS 136.00 - ` 61 I I \ MHg39 14CAD 311E 134AT 8.00 48
126.BJ
A MANHOLE 48"m 130.33 121.85 121.85 _ FES4 `�� ��� \ ° I � MHg40 13J.3a 126.BJ 126.67 8.8] aE
K1B MANHOLE 48"m 130.14 12}.20 122.19 _- INV.=121.42 r F * p 5 1-12"%6"GRG$$ I MHg41 133.52 127.27 8.25 48
K2A CATCH BASIN 129.91 12s.9J 125.9 IA ° : 1-8"x 6"REDUCER I
- CATCH BASIN 129.91 128.OJ EXISTING uo u'0 u° u° s, sa 6, 1-12 GATE VALVE Hg42 133.0E 12].09 5.99 48
KIA RETLAMDS ' LK1A m s s sO 1-8"GATE VALVE I I MHg43 139.11 131.11 e.Do
CATCH BASIN 130.J] 126.6E 125.93 � 32 v° 9
'RCP n ss S> 1-6"GATE VALVE 1r-
K4e CATCH BASIN 130.J] 128.80 �� � 1 2O ° ✓ SS a I �
C' -
01 FIRE s us 'a s o sO TL 12'gW 43 SANITARY SEWER PIPE TABLE
' HYDRANT 12"END CAP
H I UPSTREAM DOYMSIREAY 512E LENGTH UPPER LONER
STORMWATER SEWER PIPE TABLE ,LK1B J5 J 3 R SIRUCNRE STRUWRE fNPE (INalES) (FEET) SLOPE MAIEPoAL INVIItT INVERT
UPSIREAY DDNNSTREMI SIZE LENGN UPPER LDMflt 30�SC'e•j3 R P 3 6 PVG 6 I MHg32 MHg32 SSg32 g 2t6.8 0.450% DIP 121.92 120.94
SRNCNRE SIRUWRE PYR (INEN, (FEET) POPE IIIAIpRAL INNRT INVERT J� J4 J7 > �-I MHg33 MHg32 ssg33 8 1]4.1 0.450% PVC 12}.00 122.21
1-12"TEE J6 VC I NI MHg34 MHg33 SSg34 8 ISCS 0.450% PVC 123.83 123.00
Ji FES LA Ji }0 46C 1.55% RCP 124.]i 124.00 12'0 W@ to
2-12"GATE VALVE ♦;1 12'a FIRE HYDRANT I MHg35 MHg34 ssg3s g 163.9 0.450% P. 124.5J 123.83
J2 n LJ2 1s za.s o.so% RP 126.00 125.e6 � SCM /f2 e"PV H#33
J3 A LJ3 30 48.9 1.20% RCP 125.50 124.91 WET POND FES INV.L1124.00 J 6y I I MHg36 MHg35 SSg36 8 2t5.0 1.920% PVC 128.J8 126.5J
4 J3 LJ4 30 54S 0.80% RCP IV 126.13 125.70 n i6 TU MHg37 MHg35 SSg37 8 229.5 0.a50% PVC 125.80 124.]J
JS J4 LJS 18 -C 0 6.2.50% RCP 126 126.13 90 /� JI J • 0 I N MHg38 MHg37 SSg38 8 101.5 1.}55% PVC 129.1E 12].80
J6 4 L16 30 181.9 0.45% RCP IV 126.95 126.13 'r� LJl 0' C JJ>$ •d IS �'I
JJ J6 LJJ 30 65.J 0.45% RCP IV 127.25 126.95 A� JLKlCly JJB Z MHg39 MHg38 SSg39 8 292.0 1.000% PVC 134.10 1}TIB
JB JJ LJB 30 28.5 0.35% RCP IV 127.35 127.25 a ��/ 3 RCP 30"RCP o z zj 2 LJ16A� I I Mng40 MHg3J ssg40 g 14J.1 0.450% PVC 126.6] 126.00
J9 JS L. 30 116S 0.30% RCP 127.70 12J.35 89/��� /� 2 2 2 z z 2J„ e 4 J 6 P JIi W MHg41 MHg40 SSg41 8 39.5 1.000% DI 12J.2] 126.BJ
° MHg42 MHg40 SSg42 g 48.5 0.450% DI 12J.09 126.BJ
J,0 J9 LJ,O 30 ,20.E 0.25% RCP 128.00 127.70 LJ2 ° J10 1J I V MHg43 MHg35 ssg43 8 133S 3.399% PVC 131.11 126.5J
JII JIO LJ,1 24 29.4 0.60% RCP 128.18 128.00 u u
m
88 8"RCP a° 30"RCP 1-6"TEE
O 24" I
J,z 1 LJ,z za aas oso% RCP 128.60 128.1e 24 R W/BLOCKING >J I
J13 J1z LJ,3 z4 11- 1.94% RCP ,w.90 126.60 1-2"BLOW-OFF " 2-6"GATE VALVE °-
4 JI3 4 15 za.s o.JO% RCP 131.80 131.fio 87 REMOVE EXISTING J9 ASSEMBLY v -
J15 JI3 LJ,5 1s Se.J 1.15% RCP 132.00 131.3s BLOW-OFF ASSEMBLY H 4° ° AREA C �
J,6 J15 LAS 15 ,05.2 0.67% RCP 133.30 132.60
AAA J16 LASA 8 103.E 0.58% PVC 134.30 133.70 c
J,] JIS LJ,] 18 18.E 1.0]R RCP 13220 132.00
86 1 a M I
J1JA JIJ LJt)A 12 103.7
0.58% PVC 133.30 132.70 O ro RC PVC LJ17P,
J18 JIJ LJ18 15 ,z4.0 1.25% RCP 134.00 132.45 ` ` )0 m H�40 W13 8.6" JI3 J 12 FIVE
AEA
J19 J18 LJ19 ,5 124C 0 P.81% R 135.00 134.00 o` o r 1 1 I I WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE
A+a PHASE III-A 6 0 1 LJi ' Jf I I 1 CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS:
I
-A J,9 LJ,9A 10 10- 0.58% PVC ,36.00 135.40
K,A HEADWALL _KlA 30 13.0 0.40% RP 121.85 121.60 os H 4 1-8'z6"TEE < >B l ,� -MIN. 10' LATERAL SEPARATION BETWEEN WATER/SEWER LINES.
K,e KTA LKIB 30 84S62C OAO% RCP 122.19 12,.a5 85 ( W/BLOCKING g s C N. 18" VERT. SEPARATION BETWEEN WATER/SEWER, IF
HEADWALL Ki8 LKIC 30 62.0 0.40% RCP 123.45 123.20 O 1-8"GATE VALVE °'
o (3 .._ ���_ WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON IS
K2A FES LK2A LK2A 15 36C 0.50% RCP 125.93 125.75 ° 1-6"GATE VALVE - so - _ REQUIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND
K29 KZA LK29 1s zas osox RCP IV ,26.oJ ,zs.93 o C.,�$7 - 10' PAST INTERSECTION ON WATER LINE AND TO THE NEXT
EADWAIL EADWAIL -A 54 88C 0.50% RCP „9.]4 119.30 84 ° 1-2"BLOW-OFF "'"- _-1 MANHOLE ON SEWER LINE PER CITY OF WILSON
HEADWALL HEADWALL LK3B 36 88.2 0.50% RCP 122.96 122.51 rnrnrnaaa���
ASE TIB ASSEMBLY q L318A _ -� SPECIFICATIONS.
HEADiVAILL HEAD- Ix3C 36 8J.8 0.50% RP ,22.96 122.52 PH ,.° 1 10"Pvc A _ __ -WATER/SEWER CROSSINGS SHALL BE ARRANGED SO THAT
g3 _ _ SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
79 ez cL�- 1 -�-_ FROM THE WATER MAIN JOINTS.
82 81 I 80 78 0 6�1 =�1 - -MIN. 24" VERT. SEPARATION BETWEEN STORM DRAIN AND
SAN. SEWER OR DUCTILE IRON IS REQUIRED.
O - I
1'ryy_ BACKFLOW PREVENTER
77 s> es IP -I BRAND: ZURN
MODEL: 350A DOUBLE CHECK VALVE WITH OSY GATES
W19 1 SIZE: 6'
10"PVC A \�-_
J _ ENCLOSURE: HOTBOX HB10FE-D DUAL ALUMINUM
a fig, INSULATED-54Wx1531_x59.5H (HEATED)
76 L�
ea 1
IFS THERE IS A 5' UTILITY EASEMENT ALONG ALL PUBLIC
ss b4��)( AND PRIVATE RIGHTS-OF-WAY.
96 R
0 9S
SYMBOL LEGEND % 9
PROPOSED SEWER MANHOLE ° s2 1 = - GRAPHIC SCALE
PROPOSED CATCH BASIN J SO
H o PROPOSED VALVE
{ PROPOSED HYDRANT
FIRE H19RMIT t'
PROPOSED WATER METER S59°56'53"W ,e'DATE vALNE 1] ( h FEET) 1
� PROPOSED BLOW-OFF 826.46' tl,1,_ 1 Inch= 60 It
PROPOSED CLEAN OUT
0 EXISTING SEWER MANHOLE a
E
OM
BARTLETT DATE: SEPT. 2023 PROJECT 7
: 22 WINO
I' CLIENT CODE: WIN
UTILITY PLAN 1158 PLACE SCALE(HORZ'p - 60' FIELD BOOK:
P5 CITY OF WILSON WILSON COUNTY
ow/ FIELD BOOK: -
SEAL 9 _ ENGINEERING & SURVEYING, PC SCALE(VERT): N A DRAW"BY: RF
PHASE III �Indjam / SURVEY er NORTH CAROLINA ZONE: RMX
.,/ A, 1906 NASH STREET NORTH TELE: [phone] `/ CITY OF WILSON, N.C. 1158
�J ) INE �~,= WILSON, N.C. 27893-1726 FAX: [phone] Development Group PLACE REVISIONS: PIN # SHEET CP1
`
• T S 0P?,,.z License No. C-1551 www.bartietteng.com

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Soil Map—Wilson County,North Carolina
Map Unit Legend
lMap Unit Symbol Map Unit Name Acres in AOI Percent of AOI
Bb Bibb loam,0 to 2 percent 2.4 15.3%
slopes,frequently flooded
GoA Goldsboro sandy loam,0 to 2 1 4-7 29 4%
percent slopes
GtB2 Grilney sandy loam,2 10 5 0.0 0.1%
percent slopes,moderately
eroded
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percent slopes,moderately
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Ra Rains sandy loam,0 to 2 8.6 54.2%
percent slopes
Totals for Area of Interest 15.9 100.0%
L&M Natural Resources Web Soil Survey 11/2112023
r�i Conservation Service National Cooperative So I Survey Page 3 of 3

Wilson County Parcel Report
PIN: 3702-47.9494.000
Parcel Number 3 7 024 7 94 94.OD0
Current Owner ID: 1104864
DOCREYN LLC
Owner&Address: ATTN:REYNOLDS WILLIAMS
248 W EVANS ST
Date Sold: 152642880000D
Deed Reference: 2743-461
Deed Year: 2021
Plat Reference:
Deed Acres: 59.75
Actual Year Built:
Effective Year Built.
Main Improvement
Finished Area:
Tax Year: 2023
Assessed Current
Land Value: $863,460
Assessed Current
Improvement Value: $0
Total Assessed
Current Value. $863,460
Current Land Use
Yes or No: N
Current Land Use Value $863,460
Current Land
Fair Market Value. $863 460
Current Improvement
Fair Market Value: $0
Current Total
Fair Market Value: $863,460
Grantor:
Previous ParcelNumber: 3702572535.00D
Previous Deed Reference:
Plat Book/Page: 43.8
Legal Description: RALEIGH ROAD PKWY W
42.64=CNTY TOTAL=59.75AC
Sales Amount: $0
Sales Instrument: NWD
Sales Instrument Description. NON-WARRENTY DEED
Sales Disqualifaction Code: C
Sales Disqualifaction Code Description: $6 OR<IN REVENUE STAMPS
Date Sold: 20180516
Vacant Improved Code:
Land Current Usage Code:
Land Rate: AC-ACRES
Fair Market Value
Land Rate Code: 0700
Parcel Description Code 1 10-COMMERICAL
Parcel Description Code 2 00-VACANT
Multiple Land Segments: MLT
GIS Calculated Acres
of Selected Polygon: 0.87

��kept c�f�rvirottrrt�.
.•ldt 1 Quality
BAWMETT
ENMNEERlNG&SURVEYING, PC rule >h
1906 Nash Street North Wilson,NC 27893-1726
Phone [phone] Fax:[phone]
aww bartletteng.com
October 25, 2023
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Public Sewer Extension
1158 Place—Phase 3
Airport Blvd.
Wilson, North Carolina
To Whom It May Concern:
Enclosed for your review and approval are two (2) copies of the following items related to the
above referenced project:
■ Fast Track Application for Gravity Sewers
■ Engineering Report/Project Narrative &Summary
■ Flow Tracking/Acceptance Form
■ USGS Topographic Map
■ Parcel Report
■ GIS Aerial Location Map
Also enclosed is the $480.00 sewer permit application fee. Should you have any questions or
require further information during your review, please let us know.
Respectfully
lveri
Project Manager
Enclosures
P PROJ>Ct Pit Ml 159 Place Ph InlPermitsWEQ SeweAtst Subl22-397 NCDENR Pub Sew Cover Leiter doc

ENGINEERING REPORT
SEWER SYSTEM EXTENSION
1158 PLACE — PHASE 3
CITY OF WILSON, NORTH CAROLINA
September 25, 2023
Wastewater Treatment Facility
Hominy Creek Water Reclamation Facility
NPDES Permit No. NCO023906
Applicant/Owner Name &Address
``� 1141UlIlRUI ��
City of Wilson •••��Nq''%,
Post Office Box 10
/y,�•
Wilson, North Carolina 27894-0010
241
Project Name & Location ���., FNGINE��
1158 Place— Phase 3 '''iigFRr lS,,,+�P���•\``
Airport Blvd.
Wilson, North Carolina
Project Summary
The project is for Phase III of the 1158 Place residential subdivision located along Airport Blvd.
and is approximately 2000+/- feet west from US Hwy 264A (Raleigh Rd.). The site will include
the installation of public gravity sewer mains that will serve 85 single family townhomes:
- approximately 1,543 linear feet of 8-inch diameter PVC gravity sewer line, 305 linear
feet of 8-inch diameter DIP gravity sewer line, three (11) standard manholes, one (1) 5-
foot diameter manhole and other necessary appurtenances. This new sewer system will
connect to an existing 8-inch gravity sanitary sewer main along the recently constructed
Evolve Drive as shown on the attached plans.
P PROJECT FILLS11158 Place Phil[Wei mios\DEQ Sewer'1st Sub122397 Engmeenng Report doc

Docu5lgn Envelope ID 8871:B9DF-80BA-453D-8BCA-DF06A75BE6F4
dM,5[ATE u
ROY COOPER
Governor
ELIZABETH S.BISER
Secretory
RICHARD E.ROGERS,f R. NORTH CAROLINA
oirecic� Environmental Quality
September 29, 2023
DWR# 20231075
Wilson County
RBV 1158, LLC
Attn: Rex Vick, Jr.
3434 Kildaire Farm Road, Suite 135
Cary, NC 27518
(via email: rvicka1tvin&anidevelopmenl.cont)
Subject: APPROVAL of NEUSE RIVER RIPARIAN BUFFER IMPACTS WITH
ADDDITIONAL CONDITIONS
1158 Place Subdivision
Dear Mr. Vick,
You have our approval for the impacts listed below for the purpose described in your application
dated received by the Division of Water Resources (Division) August 1, 2023, and additional
information received August 14, 2023, August 15, 2023, and August 24, 2023. These impacts
are covered by the Neuse River Riparian Buffer Rules and the conditions listed below. This
Buffer Authorization does not relieve the permittee of the responsibility to obtain all other
required Federal, State. or Local approvals before proceeding with the project, including those
required by, but not limited to, Sediment and Erosion Control, Non-Discharge, Water Supply
Watershed, and.or Stormwater regulations.
The following impacts are hereby approved, provided that all of the Conditions listed below, and
all of the conditions of the Neuse River Riparian Buffer Rules are met. No other impacts are
approved, including incidental impacts. [I 5A NCAC 0213.0611(b)(2)]
Type of Impact Amount Approved Amount Mitigation
(units) Approved (units) Amount
Permanent Temporary Required
Buffers—Zone I
B 1: Road Crossing 9,236 (square feet 0 (square feet 0 credits
132: Temporary Construction Access 0 (square feet 322 (square feet 0 credits
IFrs—Zone 2
: oad Crossin 4,687 (square feet 0 (square fee! 0 credits
This approval is for the purpose and design described in your application. The plans and
specifications for this project are incorporated by reference as part of this Authorization
Certificate. If you change your project, you must notify the Division and you may be required to
D E Q� v,nlh(:ualm:r hep;Irlmrnl oFFmiruunrcntall)ualrlN I I)nl.uarol•11'atcr kesomc•c.
Raleigh Reguaral Office i 190013arT,111)rnc I Racigh.Nrnih('arobna?Ib09
ua,c
714) 91-1200

DocuSign Envelope ID 887FBSDF-80BA453D-8BCA-DF06A75BE6F4 1158 Place Subdivision
DWR# 20231075
Buffer Authorization Certificate
Page 2 of 3
submit a new application package. If the property is sold, the new owner must be given a copy
of this Authorization Certificate and is responsible for complying with all conditions. [I 5A
NCAC 0213.0611(b)(2)]
If you are unable to comply with any of the conditions below, you must notify the Raleigh
Regional Office within 24 hours (or the next business day if a weekend or holiday) from the time
the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with the conditions
of this Authorization Certificate and,/or any violation of state regulated riparian buffer rules [I 5A
NCAC 0213.061 l(b)(2)]. Information shall be provided orally within 24 hours (or the next
business day if a weekend or holiday) from the time the applicant became aware of the
circumstances.
This approval and its conditions are final and binding unless contested. [G.S. 143-215.51 Upon
the presentation of proper credentials, the Division may inspect the property.
This Authorization Certificate can be contested as provided in Chapter 150B of the North
Carolina General Statutes by filing a Petition for a Contested Case Hearing (Petition) with the
North Carolina Office of Administrative Hearings (OAH) within sixty (60) calendar days.
Requirements for filing a Petition are set forth in Chapter 150B of the North Carolina General
Statutes and Title 26 of the North Carolina Administrative Code. Additional information
regarding requirements for filing a Petition and Petition forms may be accessed at
or by calling the OAH Clerk's Office at [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of
the Authorization Certificate in accordance with N.C.G.S 15013-23(a).
This Authorization Certificate neither grants nor affirms any property right, license, or privilege
in any lands or waters, or any right of use in any waters. This Authorization Certificate does not
authorize any person to interfere with the riparian rights, littoral rights, or water use rights of an),
other person, nor does it create an), prescriptive right or any right of priorit) regarding any usage
of water. This Authorization Certificate shall not be interposed as a defense in any action
respecting the determination of riparian or littoral rights or other rights to water use. No
consumptive user is deemed by virtue of this Authorization Certificate to possess an)- prescriptive
or other right of priority with respect to any other consumptive user regardless of the quantity of
the withdrawal or the date on which the withdrawal was initiated or expanded.
Q!:A North Carolina Ikparunent 0 1 m inrnroental Oiiahlt I lift ismn of Nato 1 ce otuccc
Raleigh ReEuaral Of Le I 3800 Idancu Dmc I Rakiph.Noah Carolina_>7604
o.na..a w e.,n1...o...�r919 791.4200

DocuSign Envelope ID 88/F69DF-SOBA-453D-8BCA-DF06A75BE6F4 1158 Place Subdivision
DWR# 20231075
Buffer Authorization Certificate
Page 3 of 3
This Authorization shall expire when the corresponding 401 Water Quality Certification
Approval DWR#20231075 expires.
This letter completes the Division's review under the Neuse Riparian Buffer Rules as described
in 15A NCAC 02B.061 l(b)(2).
Please contact Zach Thomas at 919-791-4255 or zacharN.thomas a,ded.nc.go if you have an)
questions or concerns.
Sincerely,
Docu3iyned by:
E
QJtit,SSa f. A atn,lAd
82918E8AB321"F
Vanessa Manuel, Assistant Regional Supervisor
Division of Water Resources - Raleigh Regional Office
Department of Environmental Quality
cc: Kevin Martin, S&EC (via email: kmartin tusandec.com)
DWR 401 & Buffer Permitting Branch Electronic file/Laserfiche
Noe h Cmolina Dcp:uunem of F.mannnkmdl OualiN 1 Ihn ision of N'aici Itcsomccs
Ralaglt Itegwaal i)Irice 1 1800 IL11TC11 Dme I Raleigh.Noah Onolma 27609
919 791.1200

DocuSlgn,Envelope 10 887FB9DF-80BA-453D-8BCA-DF06A75BE6F4
K
ROY COOPER
Governor
ELIZABETH S.BISER
Secretory
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
September 29, 2023
DWR #20231075
Wilson County
RBV 1158, LLC
Attn: Rex Vick, Jr.
3434 Kildaire Farm Road, Suite 135
Cary,NC 27518
(via email: wick a)t,iruliarudevelvpnrerrl.conrl
Subject: Approval of Individual 401 Water Quality Certification and Additional Conditions
1158 Place Subdivision
USACE Action ID. No. SAW-2021-00849
Dear Mr. Vick:
Attached hereto is a copy of Certification No. WQC006315 issued to Rex Vick,Jr. and RBV 1158, LLC,
dated September 29, 2023. This approval is for the purpose and design described in your application. The
plans and specifications for this project are incorporated by reference as part of this Water Quality
Certification. if you change your project,you must notify the Division and you may be required to submit a
new application package with the appropriate fee. If the property is sold, the new owner must be given a
copy of this Certification and is responsible for complying with all conditions. [15A NCAC 02H
.0507(d)(2)].
This Water Quality Certification does not relieve the permittee of the responsibility to obtain all other
required Federal, State, or Local approvals before proceeding with the project, including those required
by, but not limited to, Sediment and Erosion Control,Non-Discharge, Water Supply Watershed, and
Trout Buffer regulations.
This Water Quality Certification neither grants nor affirms any property right, license,or privilege in any
lands or waters, or any right of use in any waters. This Water Quality Certification does not authorize any
person to interfere with the riparian rights, littoral rights, or water use rights of any other person and does
not create any prescriptive right or any right of priority regarding any usage of water. This Water Quality
Certification shall not be interposed as a defense in any action respecting the determination of riparian or
littoral rights or other rights to water use. No consumptive user is deemed by virtue of this Water Quality
Certification to possess any prescriptive or other right of priority with respect to any other consumptive
user.
Upon the presentation of proper credentials, the Division may inspect the property.
This Water Quality Certification shall expire on the same day as the expiration date of the corresponding
Section 404 Permit. The conditions shall remain in effect for the life of the project, regardless of the
expiration date of this Water Quality Certification-
Non-compliance with or violation of the conditions herein set forth may result in revocation of this Water
Quality Certification for the project and may also result in criminal and,'or civil penalties.
DNorth Carolina Depanneenl ol�l m� umn�a nel Ouahl� n I Decisio of water Resources
Raleiph RegionA oRic, I t80011arrcll l)rne I Raleigh Norrlr Carolura?7h00
_E
919'r,l 4200

DocuSlgn F_nvelope ID 887FB9DF-80BA-453D-8BCA-DF06AIbBE6f4 1158 Place Subdivision
DWR#20231075
Individual Certification NWQC006315
Page 2 of 14
I f you are unable to comply with any of the conditions of this Water Quality Certification you must notify
the Raleigh Regional Office within 24 hours(or the next business day if a weekend or holiday) from the
time the permittee becomes aware of the circumstances.
The permittee shall report to the Raleigh Regional Office any noncompliance with, and/or any violation
of, stream or wetland standards [I 5A NCAC 02B .02001 including but not limited to sediment impacts to
streams or wetlands. Information shall be provided orally within 24 hours(or the next business day if a
weekend or holiday) from the time the permittee became aware of the non-compliance circumstances.
This approval and its conditions are final and binding unless contested [G.S. 143-215.51.
This Certification can be contested as provided in Chapter 150B of the North Carolina General Statutes by
filing a Petition for a Contested Case Hearing(Petition) with the North Carolina Office of Administrative
Hearings(OAH)within sixty(60)calendar days.Requirements for filing a Petition are set forth in Chapter
150B of the North Carolina General Statutes and Title 26 of the North Carolina Administrative Code.
Additional information regarding requirements for filing a Petition and Petition forms may be accessed at
http://www.ncoah.com,l or by calling the OAH Clerk's Office at(919)431-3000.
One (1) copy of the Petition must also be served to the North Carolina Department of Environmental
Quality:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 15013-23(a).
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC
02H .0500. Please contact Zach Thomas at 919-791-4255 or zacha - .thomas,c dcq.nc�av if you have any
questions or concerns.
Sincerely,
DoeuSigned by:
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82918EBA832144F
Vanessa Manuel, Assistant Regional Supervisor
Div ision of Water Resources- Raleigh Regional Office
Department of Environmental Quality
cc: Kevin Martin, S&EC(via email: kmartin a�sandec.com)
Emil) Thompson, USACE Washington Regulatory Field Office(via email)
NC Wildlife Resources Commission (N is email)
DWR 401 & Buffer Permitting Branch Electronic file/Laserfiche
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DocuSlgn Envelope ID:887FB9DF-80BA-453D-8BCA-DF06A75BE6F4 1158 Place Subdivision
DWR#20231075
Individual Certification#WQC006315
Page 3 of 14
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION#WQC006315 is issued in conformity with the requirements of Section 401, Public
Laws 92-500 and 95-217 of the United States and subject to North Carolina's Regulations in 15 NCAC
02H .0500 and 15A NCAC 02B .0200, to Rex Vick, Jr. and RBV 1 ]58, LLC, who have authorization for
the impacts listed below, as described within your application received by the N.C. Division of Water
Resources(Division)on August 1, 2023, payment received and public notice issued by the Division on
August 4, 2023, and additional information received August 14th, 2023, August 15th, 2023, and August
24th, 2023.
The State of North Carolina certifies that this actin ity will comply with water quality requirements
and the applicable portions of Sections 301, 302, 303, 306, 307 of the Public Laws 92-500 and PL
95-217 if conducted in accordance with the application, the supporting documentation, and
conditions hereinafter set forth.
The following impacts are hereby approved. No other impacts are approved, including incidental
impacts. [15A NCAC 02H .0506(b)]
Type of Impact Amount Amount Mitigation
Approved Approved Amount
Permanent Temporary Required
Riparian Wetlands
W 1: Road Crossing—Culvert 0.0070 acres 0 acres 0 credits
W2: Road Crossing—Fill/Grading 0.0073 acres 0 acres 0 credits
W3: Road Crossing—Culvert 0.0724 acres 0 acres 0 credits
Totals: 0.0867 acres 0 acres 0 credits
Intermittent Streams
S 1: Road Crossing—Culvert 170 linear feet 0 linear feet 0 credits
S2: Road Crossing—Riprap cc 10 linear feet 0 linear feet 0 credits
S3: Road Crossing—Dewatcring 0 linear feet 15 linear feet 0 credits
Totals: 180 linear feet 15 linear feet 0 credits
Perennial Streams
S4: Road Crossing—Culvert 125 linear feet 0 linear feet 0 credits
S5: Road Crossing—Riprap Dissi ator Pad 33 linear feet 0 linear feet 0 credits
S6: Road Crossing—Dewatering 0 linear feet 20 linear feet 0 credits
Totals: 158 linear feet 20 linear feet 0 credits
This approval requires you to follow the conditions listed in the certification below:
CONDITIONS OF CERTIFICATION 115A NCAC 02H .0507(c)]:
1) Any additional impacts to streams and/or wetlands as a result of future roads, buildings, driveways, utility
lines or other development related activities within the development, or future phases of the development,
may be considered cumulative to impacts approved in this Certification and may require a modification of
this 401 Water Quality Certification approval. Citation: 15A NCAC 0211.0506; 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that
activities must not cause water pollution that precludes any best use on a short-term or long-tern: basis.
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DWR#20231075
Individual Certification#WQC0063IS
Page 4 of 14
2) Erosion and Sediment Control:
Appropriate measures should be installed prior to any land clearing activities to protect wetlands, streams,
and,or buffers from turbidity and/or sedimentation. These measures should be routinely inspected, and
properly maintained, and excavated materials should be contained outside wetland, stream, and/or buffer
boundaries. Excessive silt and sediment loads can have numerous detrimental effects on aquatic resources
including destruction of spawning habitat, suffocation of eggs, and clogging of gills of aquatic species.
Citation: 15A NCAC 02H.0506(b)(Ir and 0)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in stale rule (including, at minimum. aquatic life propagation, survival, and
maintenance of biological integrity, wildlife, secondary contact recreation, agriculture); and that
activities must not cause water pollution that precludes any best use on a short-term or long-term basis.
3) Stormwater Management Plan:
The Permittee shall secure an approved stormwater management plan (SMP) from the appropriate locally
delegated government programs before any impacts authorized in this certification occur. The applicable
portion of the approved SNIP shall be constructed and operational before any permanent building or other
permanent structure is occupied at the site. If any of the SCMs are used as an Erosion and Sediment
Control device, it must be restored to the approved stormwater design condition within 30 days of close-
out of the Erosion and Sediment Control Plan.
Citation. 15A NCAC 02H.0506; 15A NCAC 02H.050'(c)
Justification:Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation; agriculture); and that
activities must not cause water pollution that precludes any best use on a short-term or long-term basis.
4) If this Water Quality Certification is used to access residential,commercial or industrial building sites,
then all parcels owned by the permittee that are part of the single and complete project authorized by this
Certification must be buildable without additional impacts to streams or wetlands.
Citation: 15A NCAC 02H.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.050-(ci
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
stale's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts
5) For road construction purposes, this Certification shall only be utilized from natural high ground to
natural high ground.
Citation: 15A NCAC 0211.0502(a);15A NCAC 02H.0506(b); 15A NCAC 02H.05071cl
.Iustrfication:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
state's antidegradation polic)), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
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Individual Certification ' WQC006315
Page 5 of 14
6) Deed notifications or similar mechanisms shall be placed on all lots/parcels with retained jurisdictional
wetlands, waters, and state regulated riparian buffers within the project boundaries in order to assure
compliance with NC Water Quality Certification Rules(15A NCAC 02H .0500),NC Isolated Wetland
Rules(15A NCAC 02H .1300), and/or State Regulated Riparian Buffer Rules (15A NCAC 02B .0200).
These mechanisms shall be put in place at the time of recording of the property or individual parcels,
whichever is appropriate.
Citation: 15A .V(A('02H.0502ta);15A NCAC 02H.0506(b); 15A ,N'CAC 02H.050'(c)
Justification A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards (including designated uses, numeric criteria, narrative criteria and the
slate's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
7) For all dam removal projects meeting the definition under G.S. 143-215.25 and requirements under G.S.
143-215.27 of a professionally supervised dam removal, the applicant shall provide documentation that
any sediment that may be released has similar or lower level of contamination than sediment sampled
from downstream of the dam in accordance with Session Law 2017-145.
Citation: 15A N("AC 02H.0502; 15A .N(A('02H.0506(b); 15A NCAC 02H.050'(c); 15A
NCACO2B.0200; S.L. 2017-145
Justification: A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. In determining that the proposed activity will comply with
state water quality standards(including designated uses, numeric criteria, narrative criteria and the
slate's antidegradation policy), the Division must evaluate if the activity has avoided and minimized
impacts to waters, would cause or contribute to a violation of standards or would result in secondary or
cumulative impacts.
8) If this Water Quality Certification is used for utility related impacts,then the following Activity Specific
Conditions shall apply to those impacts.
a) All sewer lines shall be designed,constructed and maintained in accordance with Title 15A NCAC
Chapter 02T, applicable Minimum Design Criteria(MDC), and/or Alternative Design Criteria.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Minimum Design criteria and 02T rules were adopted to ensure that
conditions of waters be suitable for all best uses provided for in state rule
(including, at minimum: aquatic life propagation, survival, and maintenance of biological integrity,
wildlife:secondary contact recreation: agriculture); and that activities must not cause water
pollution that precludes any best use on a short-term or long-term basis.
b) Any utility construction corridor that is parallel to a stream or open water shall not be closer than 10
feet to the top of bank or ordinary high-water mark.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water qualify to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the slate's antidegradation policy), the Division must evaluate if the activity has avoided
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Individual Certification#WQC006315
Page 6 of 14
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
c) Where there are temporary or permanent impacts from stream crossings, utility lines shall cross the
stream channel at a near-perpendicular direction (i.e., between 75 degrees and 105 degrees to the
stream bank).
Citation: 15A NCAC 02H.0506(b); 15A NCAC 0211.050.(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with slate water quality standards (including designated uses, numeric criteria, narrative
criteria and the slate's antidegradat ion policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
d) Construction corridors in wetlands and/or across stream channels shall be minimized to the maximum
extent practicable and shall not exceed 40 feet wide for utility lines.
For construction corridors in wetlands and across stream channels, stumps shall be grubbed only as
needed to install the utility and remaining stumps shall be cut off at grade level. The general stripping
of topsoil within wetlands along the construction corridor is prohibited.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state water quality standards (including designated uses, numeric criteria, narrative
criteria and the slate's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
e) Permanent maintained access corridors in wetlands and across stream channels shall be restricted to
the minimum width practicable and shall not exceed 30 feet wide except at manhole locations.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed ac•tivily will
comply with state water quality standards (including designated uses, numeric criteria narrative
criteria and the slate's antidegradalion policy), the Division must evaluate iJ the activity has avoided
and minimized impacts to waters, would cause or contribute 10 a violation of standards or would
result in secondary or cumulative impacts.
f) For all utility lines constructed within wetlands, an anti-seep collar shall be placed at the downstream
(utility line gradient) wetland boundary and every 150 feet up the gradient until the utility exits the
"etland. Anti-seep collars may be constructed with class B concrete, compacted clay, PVC pipe, or
metal collars. Wetland crossings that are directionally drilled, and perpendicular wetland crossings
that are open cut and less than 150 feet long do not require anti-seep collars. The compacted clay
shall haN e a specific infiltration of I X 10's cm-sec or less. See Water Quality General Certification
No. 4256 for a section and plan view diagram for the anti-seep collars.
The following specifications shall appl) to class B concrete:
i) Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5,0
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Docu5lgq Envelope ID 887FB9DF-80BA-4530-8BCA-DF06A75BF-6F4 1 158 Place Subdivision
DWR#20231075
Individual Certification #WQC006315
Page 7 of 14
ii) Minimum cement content,sacks per cubic yard with angular coarse aggregate 5.5
iii) Maximum water-cement ratio gallons per sack 6.8
iv) Slump range 2" to 4"
v) Minimum strength -28-day psi 2,500
Citation: 15A NCAC' 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected. In determining that the proposed activity will
comply with state wafer quality standards (including designated uses, numeric criteria, narrative
criteria and the slate's antidegradation police, the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation ofstandards or would
result in secondary or cumulative impacts.
g) The permittee shall have a specific plan for restoring wetland contours to pre-construction conditions.
Any excess material will be removed to a high ground disposal area.
The mixing of topsoil and subsoils within the wetlands along utility corridors shall be minimized to
the greatest extent practical. During excavation, the soils shall be placed on fabric to minimize
impacts whenever possible. Topsoil excavated from utility trenches will be piled separately from
subsoils and will be backfilled into the trench only after the subsoils have been placed and compacted.
Citation: 15A N(AC 02H.0506(b): 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses, and the
water quality to protect such uses, are protected In determining that the proposed activity will
comply with slat-water quality standards (including designated uses, numeric criteria, narrative
criteria and the slate's antidegradation policy), the Division must evaluate if the activity has avoided
and minimized impacts to waters, would cause or contribute to a violation of standards or would
result in secondary or cumulative impacts.
9) The permittee shall report to the DWR Raleigh Regional Office any noncompliance with, and/or any
violation of, stream or wetland standards [15A NCAC 02B .0200], including but not limited to sediment
impacts to streams or wetlands. Information shall be provided orally within 24 hours(or the next
business day if a weekend or holiday) from the time the permittee became aware of the non-compliance
circumstances.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Timely reporting of non-compliance is important in identifying and minimizing detrimental
impacts to water quality and avoiding impacts due to water pollution that precludes any best use on a short-
term or long-term basis.
10) No waste, spoil, solids, or fill of any kind shall occur in wetlands or waters beyond the footprint of the
approved impacts(including temporary impacts).
Citation: 15A NCAC 02H.0506; 15A NCAC 02H.0507(c)
,justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule (including, at minimum: aquatic life propagation, survival, and
maintenance of biological integrity; wildlife; secondary contact recreation, agriculturei; and that
activities must not cause wafer pollution that precludes any best use on a short-term or long-term basis.
11) All actiN ities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in Chapter
213 of Title 15A in the North Carolina Administrative Code.
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DocuSigp Envelope ID:887FB9DF-80BA-453D-8BCA-DF06A75BE6F4 1 158 Place Subdivision
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Individual Certification itWQC006315
Page 8of14
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: The referenced Riparian Buffer rules were adopted to address water quality impairments
and further protect existing uses.
12) When applicable, all construction activities shall be performed and maintained in full compliance with
G.S. Chapter 113A Article 4 (Sediment and Pollution Control Act of 1973). Regardless of applicability of
the Sediment and Pollution Control Act, all projects shall incorporate appropriate Best Management
Practices for the control of sediment and erosion so that no violations of state water quality standards,
statutes, or rules occur.
Design, installation, operation, and maintenance of all sediment and erosion control measures shall be
equal to or exceed the requirements specified in the most recent version of the North Carolina Sediment
and Erosion Control Manual, or for linear transportation projects, the :North Caroline Department of
Transportation Sediment and Erosion Control Manual.
All devices shall be maintained on all construction sites, borrow sites, and waste pile(spoil) sites,
including contractor-owned or leased borrow pits associated with the project. Sufficient materials
required for stabilization and/or repair of erosion control measures and stormwater routing and treatment
shall be on site at all times.
For borrow pit sites, the erosion and sediment control measures shall be designed, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Surface Mining Manual.
Reclamation measures and implementation shall comply with the reclamation in accordance with the
requirements of the Sedimentation Pollution Control Act and the Mining Act of 1971.
Citation: 15A NCAC'02H.0506(b); 15A A"CAC' 02H.0507(c i; 15A NCACO2B.0200; 15A NCAC
02B.0231
.Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and(21)turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1)Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and(3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
13) Sediment and erosion control measures shall not be installed in wetland or waters except within the
footprint of temporary or permanent impacts otherwise authorized by this Certification. If placed within
authorized impact areas, then placement of such measures shall not be conducted in a manner that results
in dis-equilibrium of any wetlands, streambeds, or streambanks. Any silt fence installed within wetlands
shall be removed from wetlands and the natural grade restored within two(2)months of the date that
DEMLR or locally delegated program has released the specific area within the project to ensure wetland
standards are maintained upon completion of the project.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A NCAC 02B
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Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality 10 protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and(21) turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTI in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU,- if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1) Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and(3)Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
14) Erosion control matting that incorporates plastic mesh and/or plastic twine shall not be used along
streambanks or within wetlands.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification:A project that affects waters shall not be permitted unless the existing uses (including
aquatic life propagation and biological integrity), and the water quality to protect such uses, are
protected. Protections are necessary to ensure any remaining surface waters or wetlands, and any
surface waters or wetlands downstream, continue to support existing uses during and after project
completion. The Division must evaluate if the activity has avoided and minimized impacts to waters,
would cause or contribute to a violation of standards, or would result in secondary or cumulative
impacts.
15) If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions including
the erosion & sedimentation control plan, inspections and maintenance, self-monitoring, record keeping
and reporting requirements is required.
Citation: 15A N('A('02H.0506(b); 15A NCAC 02H.050'(c); 15A NCAC 02B.0200; 15A NCAC
02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12') Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses; and(21) turbidity in the receiving
water shall not exceed 50 Nephelometric Turbidity Units (NTU) in streams not designated as trout waters
and 10 NTU in streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not
designated as trout waters, the turbidity shall not exceed 25 NTU; if turbidity exceeds these levels due to
natural background conditions, the existing turbidity level shall not be increased. As cited in Wetland
Standards: (c)(1) Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may
cause adverse impacts on existing wetland uses; and(3) Materials producing color or odor shall not be
present in amounts that may cause adverse impacts on existing wetland uses.
16) All work in or adjacent to streams shall be conducted so that the flowing stream does not come in contact
%%ith the disturbed area. Approved best management practices from the most current version of the NC
Sediment and Erosion Control Manual, or the NC Department of Transportation Construction and
Maintenance Activities Manual, such as sandbags, rock berms, cofferdams, and other di%ersion structures
shall be used to minimize excavation in flowing water.
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Citation. 15A N('AC 02H.0506(b); 15A A,CAC 02H.050.(c); 15A NCAC 02B.0200
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis- As tiled in Stream Standards: (12) Oils, deleterious substances,
or colored or other wastes: only such amounts as shall not render the waters injurious to public health,
secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability offish, aesthetic
quality, or impair the waters for any designated uses; and 121) turbidity in the receiving water shall not
exceed 50 Nephelometric Turbidity Units (NTO in streams not designated as trout waters and 10 NTU in
streams, lakes, or reservoirs designated as trout waters;for lakes and reservoirs not designated as trout
waters, the turbidity shall not exceed 25 NTI'; if turbidity exceeds these levels due to natural background
conditions, the existing turbidity level shall not be increased.
17) In-stream structures installed to mimic natural channel geomorphology such as cross-vanes, sills, step-
pool structures, etc. shall be designed and installed in such a manner that allow for continued aquatic life
moN ement.
Citation: 15A NCA('02H.0506(b); 15A NCAC 02H.050'(c)
Justification.- Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in slate rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. Ensuring that in-stream structures are installed properly will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
18) CuINerts shall be designed and installed in such a manner that the original stream profiles are not altered
and allow for aquatic life movement during low flows. The dimension, pattern, and profile of the stream
above and below a pipe or culvert shall not be modified by widening the stream channel or by reducing
the depth of the stream in connection with the construction activity. The width, height, and gradient of a
proposed culvert shall be such as to pass the average historical low flow and spring flow without
adversely altering flow velocity. If the width of the culvert is wider than the stream channel, the culvert
shall include multiple boxes/pipes,baffles, benches and/or sills to maintain the natural width of the stream
channel. If multiple culverts/pipes/barrels are used, low flows shall be accommodated in one culvert/pipe
and additional culverts/pipes shall be installed such that they receive only floes above bankfull.
Placement of culverts and other structures in streams shall be below the elevation of the streambed by one
foot for all culverts with a diameter greater than 48 inches, and 20°'0 of the culvert diameter for culverts
having a diameter less than or equal to 48 inches,to allow low flow passage of water and aquatic life. If
the cuh ert outlet is submerged within a pool or scour hole and designed to provide for aquatic passage,
then culvert burial into the streambed is not required.
For structures less than 72" in diameter/width, and topographic constraints indicate culvert slopes of
greater than 2.5°'o culvert burial is not required, provided that all alternative options for flattening the
slope have been investigated and aquatic life movement/connectivity has been provided when possible
(e.g. rock ladders, cross-Nanes, sills, baffles etc.). Notification, including supporting documentation to
include a location map of the culvert, culvert profile drawings, and slope calculations, shall be provided to
DWR 30 calendar days prior to the installation of the culvert.
When bedrock is present in culvert locations, culvert burial is not required, provided that there is
sufficient documentation of the presence of bedrock. Notification, including supporting documentation
such as a location map of the culvert, geotechnical reports, photographs, etc. shall be provided to DWR a
minimum of 30 calendar days prior to the installation of the culvert, if bedrock is discovered during
construction, then DWR shall be notified by phone or email within 24 hours of discovery.
� Nur[b Carolnt:r Ucl><mUuurt ut l m uunmcnt.•d(1+crhl IAt rsum of 1�alcr Rcsourics
Ralcrvh Rcponal Office 1 1800 Bartell Driw Ralervh North Carolina 27609
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DocuSlgn Envelope ID:887FB9DF-80BA-453D-86CA-DF 06A/5BE6F4 1 158 Place Subdivision
DWR#20231075
Individual Certification#lWQC006315
Page I 1 of 14
Installation of culverts in wetlands shall ensure continuity of water movement and be designed to
adequately accommodate high water or flood conditions. When roadways, causeways, or other fill
projects are constructed across FEMA-designated floodways or wetlands, openings such as culverts or
bridges shall be provided to maintain the natural hydrology of the system as well as prevent constriction
of the floodway that may result in destabilization of streams or wetlands.
The establishment of native woody vegetation and other soft stream bank stabilization techniques shall be
used where practicable instead of rip-rap or other bank hardening methods.
Citation: 15A :V(AC 02H.0506(b); 15A NCAC 02H.0507tc)
Justification• Surface rater quality standards require that conditions of waters be suitable for all best
uses provided for in stale rule, and that activities must not cause u ater pollution that precludes any best
use on a short-term or long-term basis. Ensuring that structures are installed properly in waters will
ensure that surface water quality standards are met and conditions of waters are suitable for all best
uses.
19) Application of fertilizer to establish planted/seeded vegetation within disturbed riparian areas and/or
wetlands shall be conducted at agronomic rates and shall comply with all other Federal, State and Local
regulations. Fertilizer application shall be accomplished in a manner that minimizes the risk of contact
between the fertilizer and surface waters.
Citation: 15A 02H.0506(bi; 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A NCAC 02B.0231
Justification. A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected, Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Welland Standards:
(c)(1) Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause
adverse impacts on existing wetland uses; and(3) Materials producing color or odor shall not be present
in amounts that may cause adverse impacts on existing wetland uses.
20) If concrete is used during construction, then all necessary measures shall be taken to prevent direct
contact between uncured or curing concrete and waters of the state. Water that inadvertently contacts
uncured concrete shall not be discharged to waters of the state.
Citation: 15A 02H.0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0200; 15A NCAC 02B.0231
Justification:A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters injurious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1)
Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing Welland uses; and(3) Materials producing color or odor shall not he present in
amounts that may cause adverse impacts on existing wetland uses.
21) All proposed and approved temporary fill and culverts shall be removed and the impacted area shall be
returned to natural conditions within 60 calendar days after the temporary impact is no longer necessary.
The impacted areas shall be restored to original grade, including each stream's original cross-sectional
dimensions, planform pattern, and longitudinal bed profile. All temporarily impacted sites shall be
restored and stabilized with native vegetation.
Noilli(amlui 141ianmcm.f I mw imen6d otpakv% F h%ision of N aleo RCMH11CeS
Raleigh Regea 10116,e ISM nancu Ihi%%: 1 Raleigh Noah Carolina 27609
919 91 420�.

DocuSlgp Envelope ID:88/FB9DF-80BA453D-8BCA-DF06A75BE6F4 1 158 Place Subdivision
DWR#20231075
Individual Certification#WQC006315
Page 12 of 14
Citation: 15A AT(AC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification. A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Protections are necessary to ensure any remaining surface
waters or wetlands, and any surface waters or wetlands downstream, continue to support existing uses
after project completion.
22) All proposed and approved temporary pipes/culverts/rip-rap pads etc. in streams or wetlands shall be
installed as outlined in the most recent edition of the North Carolina Sediment and Erosion Control
Planning and Design Manual or the North("arolina Surface Mining Manual or the North Carolina
Department of Transportation Best Management Practices for Construction and Maintenance Activities
so as not to restrict stream flow or cause dis-equilibrium during use of this Certification.
Citation: 15A NCAC 02H.0506(b), 15A NCA('02H_0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-lerm or long-term basis. Ensuring that structures are installed properly in waters will
ensure that swface water quality standards are met and conditions of waters are suitable for all best
uses.
23) Any rip-rap required for proper culvert placement, stream stabilization, or restoration of temporarily
disturbed areas shall be restricted to the area directly impacted by the approved construction activity. All
rip-rap shall be placed such that the original streambed elevation and streambank contours are restored
and maintained and shall consist of clean rock or masonry material free of debris or toxic pollutants.
Placement of rip-rap or other approved materials shall not result in de-stabilization of the stream bed or
banks upstream or downstream of the area or be installed in a manner that precludes aquatic life passage.
Citation: 15A NCAC' 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
24) Any rip-rap used for stream or shoreline stabilization shall be of a size and density to prevent movement
by wave, current action, or stream flows, and shall consist of clean rock or masonry material free of
debris or toxic pollutants. Rip-rap shall not be installed in the streambed except in specific areas required
for velocity control and to ensure structural integrity of bank stabilization measures.
Citation: 15A NCAC 02H_0506(b); 15A NCAC 02H.0507(c); 15A NCAC 02B.0201
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided for in state rule, and that activities must not cause water pollution that precludes any best
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or u ould result in
secondary or cumulative impacts.
25) All mechanized equipment operated near surface waters shall be inspected and maintained regularly to
prevent contamination of surface waters from fuels, lubricants, hydraulic fluids, or other toxic materials.
Construction shall be staged in order to minimize the exposure of equipment to surface waters to the
maximum extent practicable. Fueling, lubrication, and general equipment maintenance shall be
performed in a manner to prevent, to the maximum extent practicable, contamination of surface waters by
fuels and oils.
N4,1111(arolina Uepanlnem of 1 nuronmemal Qualth I [MIsum of"ales Resources
e:!��DRaleigh Regional Office 1 18011 Hanes I)r1.e I Raleigh NorIP Lmohna 21/,01)
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DocuSlgo Envelope ID 88/FB9DF-80BA-453D-88CA-DF06Ai5BE6F4 1 158 Place Subdivision
DWR#20231075
Individual Certification#WQC006315
Page 13 of 14
Citation 15A NCA('02H.0506 b); 15A NCAC'02H.050'(C); 15A NCAC 02B.0200; 15A NCAC 02B
.0231
Justification.- A project that affects waters shall not be permitted unless the existing uses, and the water
quality to protect such uses, are protected. Activities must not cause water pollution that precludes any
best use on a short-term or long-term basis. As cited in Stream Standards: (12) Oils, deleterious
substances, or colored or other wastes: only such amounts as shall not render the waters it furious to
public health, secondary recreation, or to aquatic life and wildlife, or adversely affect the palatability of
fish, aesthetic quality, or impair the waters for any designated uses. As cited in Wetland Standards: (c)(1)
Liquids,fill or other solids, or dissolved gases shall not be present in amounts that may cause adverse
impacts on existing wetland uses; and(3) Materials producing color or odor shall not be present in
amounts that may cause adverse impacts on existing wetland uses.
26) HeaNy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A AfCAC 02H.0506(b); 15A NCAC 02H.050 (C); 15A NCAC 02B.0231
Justification: Wetland standards require maintenance or enhancement of existing uses of wetlands such
that hydrologic conditions necessary to support natural biological and physical characteristics are
protected;populations of wetland flora and fauna are maintained to protect biological integrity of the
wetland; and materials or substances are not present in amounts that may cause adverse impact on
existing wetland uses.
27) In accordance with 143-215.85(b), the permittee shall report any petroleum spill of 25 gallons or more;
any spill regardless of amount that causes a sheen on surface waters; any petroleum spill regardless of
amount occurring within 100 feet of surface waters; and any petroleum spill less than 25 gallons that
cannot be cleaned up within 24 hours.
Citation: 15A AfCAC 02H.0507(c); N.C.G.S 143-215.85(b)
Justification: Person(s) owning or having control over oil or other substances upon notice of discharge
must immediately notes the Department, or any of its agents or employees, of the nature, location, and
time of the discharge and of the measures which are being taken or are proposed to be taken to contain
and remove the discharge. This action is required in order to contain or divert the substances to prevent
entry into the surface waters. Surface water quality standards require that conditions of waters be
suitable for all best uses provided for in state rule (including, at minimum: aquatic life propagation,
survival, and maintenance of biological integrity; wildlife;secondary contact recreation; agriculture),
and that activities must not cause water pollution that precludes any best use on a short-term or long-
term basis.
28) The permittee and their authorized agents shall conduct all activities in a manner consistent with State
water quality standards(including any requirements resulting from compliance with §303(d)of the Clean
Water Act), and any other appropriate requirements of State and Federal Law.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for all best
uses provided,for in state rule, and that activities must not cause water pollution that precludes any bell
use on a short-term or long-term basis. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would result in
secondary or cumulative impacts.
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DocuSlga Envelope ID 88/FB9DF-80BA453D-8BCA-DF06A75BE6F4 1 158 Place Subdivision
DWR41 20231075
Individual Certification t'WQC006315
Page 14 of 14
29) The permittee shall require its contractors and/or agents to comply with the terms and conditions of this
permit in the construction and maintenance of this project,and shall provide each of its contractors and.'or
agents associated with the construction or maintenance of this project with a copy of this Water Quality
Certification. A copy of this Water Quality Certification shall be available at the project site during the
construction and maintenance of this project.
Citation: 15A NCAC 02H.0506(b); 15A NCAC 02H.0507(c)
Justification: Those actually performing the work should be aware of the requirements of this 401 Water
Quality Certification to minimize water quality impacts.
This approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit. The conditions in effect on the date
of issuance shall remain in effect for the life of the project, regardless of the expiration date of this
Certification. [15A NCAC 02H .0507(c)]
This, the 29th day of September 2023,
DoeuSlgned by
�/oltn.t,SSa f. Nta ud
B2818E8AB32144F
Vanessa Manuel, Assistant Regional Supervisor
Division of Water Resources - Raleigh Regional Office
Department of Environmental Quality
ZT
WQC006315
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Raleigh Rcguucd UILce 1 1800 13:umu Um c I Raleigh.Notch Cawhn:t?7e09
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SAW-2021-00849
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2021-00849 County:Wilson U.S.G.S. Quad: NC-Wilson
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permittee: RBV 1158 LLC
Rex V.��Jr.
Address: 3434 Kildaire Farm Road,Suite 135
Cary,North Carolina 27518
Telephone Number: 919-868-4924
E-mail: [e-mail]
Size(acres) 58.2 Nearest Town Wilson
Nearest Waterway Bloomery Swamp River Basin Neuse
USGS HUC 03020203 Coordinates Latitude:35.743974
Longitude:-77.973403
Location description:The proeect is located west of the Hcrita a crossing shoming mall on the north side of Airport Boulevard
NW in Wilson NC. The parcel is ad'acent to Bloomey Swamv and is an additional Phase of the 1158 Place residential
development. Prior Phases avoided impacts to aquatic resources.Parcel Index Number:3702-47-7219.000
Description of projects area and activity: This verification authorizes the ermanent discharge of fill material within 0.0176-acre
of streams and 0.087-acre of wetlands&the tem ora impacts to streams 71 s uare feet for the construction of road crossings
associated with the sini!le-familv residential development. No compensatory mitigation is re uircd for the loss of acivatic
resources.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: NWP 29. Residential Developments
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions,your application signed and dated 8/1/2023,and the enclosed revised plans 1158 Place dated 8/24/2023.Any violation
of the attached conditions or deviation from your submitted plans may subject the permittee to a stop work order,a restoration
order,a Class 1 administrative penalty,and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified,suspended or revoked. If,prior to the expiration date identified below,the nationwide and/or regional general
permit authorization is reissued and/or modified,this verification will remain valid until the expiration date identified below,provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified. such that the activity would no longer comply with the terms and conditions of the
nationwide permit,activities which have commenced(i.e,,are under construction)or are under contract to commence in reliance upon
the nationwide and or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case-by-case basis to modify,suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources(telephone [phone])to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act(CAMA),prior
to beginning work you must contact the N.(' Division of Coastal Management Morehead City,NC,at(252)808-2808.

SAW-2021-00849
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program,pleas -ontact mi T nt9105 -4629or Emil .B.Thom son usace.arm .mil.'rT
Corps Regulatory Official: J Date: 10/13/2023
Expiration Date of Verifications 3/14/2026

SAW-2021-00849
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http:l corpsmapu.usace.army.milicm_apex/rp=136:4:0
Copy furnished(via email):
Agent: Soil& Environmental Consultants
Kevin Martin
Address: 8412 Falls of the Neuse Road Suite 104
Ralei h North Carolina 24615
Telephone Number: 919-270-7941
E-mail: kmartin(-)sandec.com
Property O%Nroer(s)via Agent Authorization

SAW-2021-00849
SPECIAL CONDITIONS
a. Suitable habitat for tricolored bat (Perimyotis subflavus) may be present at the site. On September 14, 2022,
the USFWS published a proposal in the Federal Register to list the tricolored bat as endangered under the
Endangered Species Act (ESA). The permittee understands and agrees that all work associated with the
clearing and removal of trees and removal or modification of culverts must be completed prior to the effective
date of the final listing in the Federal Register. Work associated with the aforementioned activities not
completed by that time must cease and the permittee must contact the Corps (Attn: Emily Thompson via email
at Emily.b.thompson crusace.army.mil) to determine if additional coordination with the United States Fish and
Wildlife Service is required under Section 7 of the Endangered Species Act prior to continuing work.

Action ID Number: SAW-2021-00849 County: Wilson
Permittee: RBV 1158, LLC, Rex Vick, Jr.
Project Name: 1158 Place/ RBV 1158, LLC /Wilson, Wilson County
Date Verification Issued: 10/13/2023
Project Manager: Emily B. Thompson
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Emily B. Thompson
Washington Regulatory Office
U.S Army Corps of Engineers
2407 West Fifth Street
Washington, North Carolina 27889
or
Emily.B.Thompsonra:�usace.army.mil
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee Date

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BAffrLETT
ENGINEERING & SURVEYING, PC
1906 Nash Street North Wilson,NC 27893-1726
Phone [phone] Fax [phone]
www bartleneng com
December 6, 2023
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, North Carolina 27699-1628
Reference: Fast Track Application for Gravity Sewers
Public Sewer Extension—2"d Sub
1158 Place—Phase 3
Airport Blvd.
Wilson, North Carolina
To Whom It May Concern:
Enclosed for your review and approval are two (2) copies of the following items related to the
above referenced project:
■ Revised Fast Track Application for Gravity Sewers
■ Impact Areas Documentation
■ Updated Quad Map, Soils Map & Web Soils Survey
Please see our responses below in red to the email comments received dated 11/8/2023:
1. Section 11.4. states that the project coordinates are located near Wallace, NC. Please update
the coordinates and resubmit Page 1 of the FTA. —coordinates updated.
2. According to Section IX.4., the project is located in the Neuse River Basin and is applicable to
State Buffer Rules. Does this project have any stream crossings or other stream and/or
wetland impacts?—Yes. If so, what are the impacts and are they temporary or permanent—
Please see attached impact areas map and the permits issued (USAE SAW-2021-00849 &
DWR# 20231075)
3. According to Section IX.5., 401/404 authorization is not needed for this project, however, it
appears as though the project is located on or near wetlands. Please provide an explanation
indicating why a separation requirement is not applicable to the project since there is a
wooded area with potential wetlands along the eastern side of the project area.c •-There is
no location near the Evolve Dr. and Allen Dr. intersection where a 50 feet separation can be
P PROJECT FILES]158 Place Ph nl\Permits\DEQ SewerUnd Sub\22-397 NCDLNR Pub Sew 2nd Sub Letter doc

achieved. The distance between the existing wetlands on the east and west of the
intersection is only 112 feet. The wet pond normal pool is less than 100 feet from the
wetlands on the east and west.
4. The topographical and aerial map submitted are not sufficient. According to Section IF of
the Application Instructions, an 8.5-inch x 11-inch color copy of a USGS Topographic Map
and an aerial map should be included with the application. The maps need 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. Please provide the required maps according to the application
requirements. Updated Quad Map, Soils Map & Web Soils Survey submitted herewith.
Should you have any questions or require further information during your review, please let us
know.
Respectfully
!
eve iverio -Z !
Project Manager
Enclosures
P, PROIFCT FILES',I 158 Place Ph 11PPC=A5XDEQ Sewerl2nd Sub\22-397 NCDENR Pub Sew 2nd Sub Letter doc

From: Steve Oliverio
To: Wild,Elaine; Mannino,Kyle F;Robert Bartlett
Cc: Jimmy Taylor
Subject: [External]RE: 1158 Place—Phase 3 Sewer Extension—Additional Information Request
Date: Thursday,December 14,2023 11:43:15 AM
Attachments: imaae001.ono
22-397 Sheet CP1.odf
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.
Per your conversation with Jimmy Taylor here in office, please see the attached Construction Plan
excerpt of Sheet CP1.
Please contact us with any additional questions or comments.
Thank you.
Steve Oliverio
Project Manager
BARTLETT ENGINEERING &SURVEYING, PC
1906 Nash Street North
Wilson, NC 27893
252-399-0704
520-850-4665 cell
www.bartletteng.com
OUR MISSION: We will change the world. . .
intentionally becoming better at providing
engineering and surveying solutions. . .
serving others. . . serving Jesus Christ!
From: Wild, Elaine<[e-mail]>
Sent:Thursday, December 14, 2023 11:00 AM
To: Manning, Kyle F<[e-mail]>; Robert Bartlett<[e-mail]>
Cc: Steve Oliverio<[e-mail]>
Subject: RE: 1158 Place—Phase 3 Sewer Extension—Additional Information Request
Hello Kyle and Robert,
Upon reviewing the additional information received on December 6, 2023, further clarification is
needed on some items. Please see my comments below in red.
Please provide this information by December 27, 2023, and note that the requested information
must be submitted by this date, or the applicant will be required to submit a new application and
application fee in accordance with 15A NCAC 02T.0107.
If you have any questions, please feel free to reach out to me.

Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wildPdeq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I INC DEQ
subchapter t rules.pdf(state.nc.us)
From: Wild, Elaine
Sent: Wednesday, November 8, 2023 2:53 PM
To: Manning, Kyle F; robertCcDbartletteng.com
Subject: 1158 Place— Phase 3 Sewer Extension—Additional Information Request
Hello Kyle and Robert,
After reviewing the Fast Track Sewer System Extension Application for 1158 Place—Phase 3 Sewer
Extension, additional information is required in order to further process the application. Please
provide the following information by December 8, 2023, and 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 11.4. states that the project coordinates are located near Wallace, NC. Please update
the coordinates and resubmit Page 1 of the FTA.—corrected
2. According to Section IX.4., the project is located in the Neuse River Basin and is applicable to
State Buffer Rules. Does this project have any stream crossings or other stream and/or
wetland impacts? If so, what are the impacts and are they temporary or permanent?—Buffer
Auth #20231075 provided
3. According to Section IX.S., 401/404 authorization is not needed for this project, however, it
appears as though the project is located on or near wetlands. Please provide an explanation
indicating why a separation requirement is not applicable to the project since there is a
wooded area with potential wetlands along the eastern side of the project area.—401 Cert
#20231075 and USACE SAW-2021-00849 provided
4. The topographical and aerial map submitted 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 and an
aerial map should be included with the application. The maps need 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. Please provide the required maps according to the application requirements.—Topo
map is still not sufficient. The 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. Please provide the required
map according to Section F of the Application Instructions.
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 Stormwater Fees,Section 12.14(a)].
Sincerely,
Elaine Wlld
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Sewer Extension Permitting I NC DEQ
subchapter t 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.