WQ0044930_Return Application_20240313 (2)

NC:Vept Dr L,M!]i'(RKICi.
` State of North Carolina
DWR
FEB 2 0 2024 Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: WQ0044930 (a be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
I. Applicant's name: KRJ INC.,a N.C.Corporation d/b/a KRJ Utilities (company,municipality, HOA,utility,etc.)
2. Applicant type: ❑ Individual M Corporation ❑ General Partnership ❑ Privately-Owned Public Utility
❑ Federal ❑ State./County ❑ Municipal ❑ Other
3. Signature authority's name: Robert Stafford per 15A NCAC 02T.0106(b)
Title: Owner
4. Applicant's mailing address:246 Valley Field Lane INCOMPLETE
APPLICATION RETURNED
City: Southern Pines State:NC Zip:28387- MARCH 13,2024
5. Applicant's contact information:
Phone number:[phone] Email Address:[e-mail]
11. PROJECT INFORMATION:
l. Project name:TAYLOR LAKES
2. Application/Project status: ® Proposed(New Permit) ❑ Existing Permit/Project
If a modification,provide the existing permit number: WQ00 and issued date: ,
For modifications,also attach a detailed narrative description as described in Item G of the checklist.
If new construction,but part of a master plan,provide the existing permit number: WQ0024320
3. County where project is located:Wake
4. Approximate Coordinates(Decimal Degrees): Latitude: 35.7411470 Longitude:-78.4497102
5. Parcel ID(if applicable): 1762056136(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Michael Stewart License Number:22024
Firm: Stewart-Proctor
Mailing address:319 ChWanoke Road
City: Raleigh State:NC Zip:27603-
Phone number: 919 779-1855 Email Address:stewartpeAaol.cont
IV. WASTEWATER TREATMENT FACILITY(WWTF)INFORMATION:
1. Facility Name: Rockbridge WRF Permit Number: W00024320
Owner Name: KRJ INC.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0024320
2. Downstream(Receiving)Sewer Information: 8 inch ® Gravity O Force Main
3. System Wide Collection System Permit Number(s)(if applicable): WQCS
Owner Name(s): KRJ INC.
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately-Owned Public Utility,has a Certificate of Public Convenience and Necessity been attached?
® Yes ❑No ❑N/A
2. If the Applicant is a Developer of lots to be sold,has a Dev_ekser's Operational Agreement(FORM: DEV)been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners'Association,has an HOAIPOA Operational Agreement(FORM: HOA)and
supplementary documentation as required by 15A NCAC 02T.0I 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 %Commercial %Industrial(See 15A NCAC 02T,.0.103(20))
If Industrial,is there a Pretreatment Program in effect?❑Yes[ No
6. Has a flow reduction been approved under 15A NCAC 02T.01 14(f)? ®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'° No.of Units Flow
Residential one bedroom 120 gal/per lot 0 GPD
Residential two bedroom 120 gal/per lot 0 GPD
Residential three bedroom 180 gal/per lot 0 GPD
Residential four bedroom 240 gal/per lot 163 39,120 GPD
gal/ GPD
gal/ GPD
Total 39,120 GPD
a See 15A NCAC 02T .0I 14(b)1.(4)se(1)and (eX2) for caveats to wastewater design flow rates(i.e.,minimum flow per
dwelling;proposed unknown non-residential development uses;public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S.42A-4).
b Per 15A NCAC 02T.0114(c),design flow rates for establishments not identified fin table 15A NCAC 02T.0114] shall be
determined using available flow data,water using fixtures,occupancy or operation patterns,and other measured data.
8. Wastewater generated by project: 39,120 GPD(per 15A NCAC 02T.0.114)
➢ 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

V11. GRAVITY SEWER DESIGN CRITERIA(If Applicable)-02T.0305& MDC(Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size(Inches) Length(feet) Material
8 5123 PVC
8 732 DIP
➢ Section It&c III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section Ill contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing litres to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA(If Applicable)—02T.0305& MDC Pum Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
l. 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 2.01 C.Lb. ❑Grinder Pump ❑ Mechanical Bar Screen ❑Other(please specify)
6. Power reliability in accordance with 15A NCAC 021'.0305,(h)(1):
❑ Standby power source or ❑ Standby pump
9 Must have automatic activation and telemetry- 15A NCAC 02T.0305(h)(1)(H).,
➢ 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 i f the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation,quick-connection receptacle and telemetry-
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations,an evaluation of all the pump stations'storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes,shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS& SEPARATIONS—(02B.0200& 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T .0305(f)&(g)? ® Yes [:]No
15A NCAC 02T.0305 contains minimum se arations 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
2 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 I or
Class If impounded reservoirs used as a source of drinking water,and associated wetlands. 100 feet
**Waters classified WS(except WS-I or WS-V),B, SA,ORW,HQW,or SB from normal
high water(or tide elevation)and wetlands associated with these waters(see item IX.2) 50 feet
**Any other stream,lake,impoundment,or ground water lowering and surface drainage
ditches,as well as wetlands associated with these waters or classified as WL. 10 feet
Any building foundation(horizontal) 5 feet
Any basement(horizontal) 10 feet
Top slope of embankment or cuts of 2 feet or more vertical height 10 feet
Drainage systems and interceptor drains 5 feet
Any swimming pools 10 feet
Final earth grade(vertical) 36 inches
➢ If noncompliance with 02T.0305jEJor(gj, see Section X.I of this application
*15A NCAC 02T,0305(p)contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check"yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface.,Water Classifications webnaac
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.
➢ Seethe Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ®Yes Basin name:Neuse ❑No
If yes,does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ® Yes ❑No
➢ This includes Trout Buffered Streams per 15A NCAC 2B.0202
5. Does the project require coverage/authorization under a 404 Nationwide/individual permits ® Yes ❑No
or 401 Water Quality Certifications?
➢ Please provide the permit number/permitting status in the cover letter if coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0I01 a 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

y �
X. CERTIFICATIONS:
I. Does the submitted system comply with 15A NCAC_02T,the Minimum Desi$1t Criteria for the Permitting of Pump Stations
and Force Mains(latest version,and the Gravity Sewer Minimum Design Criteria(latest version)as applicable?
® Yes ❑No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit, and projects requirine a variance approval may be subject to loneer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the project,the full technical review is required.
2. Professional Engineer's Certification:
I, Michael L. Stewart,attest that this application for Taylor Lakes Subdivision
(Professional Engineer's name from Application Item 111.1.) (Project Name from Application Item 11.1)
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 NCAC 56.0701)
. .........
North Carolina Professional Engineer's seal,signature,and date: , ,t�1 CA 6
af�IL �
r
22024
1tL t.
3. Applicant's Certification per 15A NCAC 02T.0106(b): Zll T/ -
_r
I, Rolle 5 A F r4Q•( ,attest that this application for 1 A V j,O R L A KE-S
(Signature Authority-Name from Application Item 1.3.) (Projelt Name from Application Item li 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. 1 understand that any
discharge of wastewater from this non-discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties,injunctive relief,and/or criminal prosecution. I will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fin oft tcee as}I a as civil enalties up to$25,000 per violation.
Signature: Date: Z 1 5-
FORM: FTA 06-21 Page 5 of 5

NC Dept ofEn,ironI%Ient<j1
Qualit��
State of North Carolina
FEB 2 0 2024 Department of Environmental Quality
DW- RRa!�] ?nn nnn Division of Water Resources
l
+�14{lytvrl l lv�jlv�L71 - ....
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: KRJ INC.
Project Name for which flow is being requested: TAYLOR LAKES
More than one FTSE may be required for a single project f the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Roekbridge WRF
b. WWTP Facility Permit#: WQ0024320
All flows are in MGD
c. WWTP facility's permitted flow 67,420 108,305 (approved w/spray field
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow 43,949 (6-mo avvg)
f. Total flow for this specific request 39,120
g. Total actual and obligated flows to the facility 83,069
h. Percent of permitted flow used 123 77 w/approved spray field
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design Obligated,
Pump Pump Average Approx. Not Yet Total Current
Station Station Firm Daily Flow** Current Tributary Flow Plus
(Name or Permit Capacity,* (Firm/pf), Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD Flow,MGD MGD Flow Capacity***
* 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):
Downstream Permit Number:
Page 1 of 6
FTSE 10-18

1 �
III.Certification Statement:
I f2Z'6E oXI> certify to the best of my knowledgethat 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.
Ada 2 2hs- z
tgning Official Signature Date
OW I-IC-11
Title of Signing Official
Page 2 of 6
FTSE 10-18

NC Dept of Environmental Quality State of North Carolina
Nov 16 2023 Department of Environmental Quality
Raleigh Regional Office Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: KR3 INC.
Project Name for which flow is being requested: TAYLOR LAKES
More than one FTSE maybe required for a single project fthe owner of the W TVTP 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: Rockbridge WRF
b. WWTP Facility Permit#: WQ0024320
Allflows are in MGD
c. WWTP facility's permitted flow 67,420
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow 43,949(6-m2 avL
f. Total flow for this specific request 29,340
g. Total actual and obligated flows to the facility 73,289
h. Percent of permitted flow used 109
11. Complete this section for each pump station you are responsible for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WWTP:
(A) (B) (C) (D)=(B+C) (E)=(A-D)
Design
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow" Avg. Daily Tributary Flow Plus
(Name or Permit Capacity,« (Finn/p fl, Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
* 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): ROCKBRIDGE WRF
Downstream Permit Number: WQ0024320
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I 2�4 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 1
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.
l
gni ICiJ Signature Date
s
ztle of Signing Official
Page 2 of 5
FTSE 10-18

hg:- ROY COOPER
I[MICHAEL S. REGAN
s.c rewl I
11.;tlrr Rrsrrarcrs S. JAY ZIMMERMAN
r'tt%tr,.nutcrn.d(hrclrE%
February 14,2017 l itrc'<In!
James R Butler, PE
Management Group of NC,Inc.
P.Q. Box 2369
Swansboro,NC 28584-2369
Subject: Rockbridge WRF, Permit#WQ0024320
Residential Flow Reduction
Wake County
Dear Mr. Butler:
Based upon the data provided by the Management Group of NC, Inc.,on behalf of KRJ, Inc. (dba KRJ
Utilities),the Division of Water Resources hereby approves the use of 60 GPD per residential bedroom,
with a minimum of 120 gpd for one and two bedroom units in all applicable non-discharge permit
applications to Rockbridge WRF (WQ0024320). Flow shall be incremented by 60 gpd for each bedroom
above two.
Regardless of the adjusted design daily wastewater flow rate, at no time shall the wastewater flows
exceed the effluent limits defined in the non-discharge permit for the treatment facility or exceed the
capacity of the sewers downstream of any new sewer extensions or service connection(s).
The granting of this flow reduction does not prohibit the Division from reopening, revoking, reissuing
and/or modifying the flow reduction as allowed by the laws, rules, and regulation contained in 15A
NCAC 02T,NCGS 143-215.1,or as needed to address changed in State and/or Federal regulations with
respect to wastewater collection systems, protection of surface waters and/or wastewater treatment.
If you have any questions, please contact me at(919)807-6383, or via email at
[e-mail].
Sincerely,
&J"�
_
for 5.Jay Zimmerman
Director, Division of Water Resources
by Deborah Gore,Supervisor
Pretreatment, Emergency Response and Collection Systems Branch
cc� Raleigh Regional Office, Water Quality Regional Operations
Non-Discharge Unit(W00024320)
PERCS (electronic copy)
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ulu?ri-Wuxi

Consulting Engineer
4612 Gunston Place email: jwiieyit_fbellsouth.net
rJohn Wile ohnson,PE,]PIS Raleigh,NC 27612-3948 Mobile: [phone]
Wednesday,September 13,2023
NC Dept of Environmental Quality
Robert R.Stafford,Jr. Feb 20 2024
KRJ Utilities
Raleigh Regional Office
246 Valleyfield Lane
Southern Pines, NC 28387
Subject:Rockbridge Wastewater Flows and Capacities
Dear Mr.Stafford:
This confirms our telephone conversation regarding the subject matters.
We have determined that the flow reduction previously obtained will adequately provide the ability to permit the
gravity sewer collection system to serve the proposed 173 additional lots.The first 10 lots of that number have already
been permitted but the flows did not exist during the period accounted for in the following tabulations.
As shown in the attached tabulation,the WQ Permit provides for 108,30S GPD total after the final additional spray
application area has been constructed.The existing capacity is 67,420 GPD and is currently operating below 90%of
that capacity.
After completion of the spray field addition,the system will accommodate the additional 163 lots with an estimated
90%of the system capacity based upon 240 GPD for a 4 BR residence.
Note that the current flows in the following show 147 GPD per residence.
If you should have any questions or require additional information,please let us know.
Very truly
Yours, f ;
+ S LAB,
John Wiley Johnson,PE �, ��••••�
cc w/encl: Mr. Dan Higgins

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State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Divtslon of Water Resources Watershed Classification Attachment(WSCAS 08-13)
The Division of Water Resources (Division) will not consider this attachment form to be
complete unless all the instructions are followed. Failure to follow the instructions or to
submit all of the required items will lead to additional application processing and review
time.
For more information or for an electronic version of this form, visit our web site at:
http://portal.npdpar arg/web/wg/swplps/cs/ext
INSTRUCTIONS TO THE APPLICANT:
A. Attachment Form:
✓ if the sewer system project area is a minimum of 100 feet from any surface water or wetlands, this
classification is NOT necessary. If any portion of the sewer system project is within 100 feet of any
surface water or wetlands, this form must be completed if there are proposed design conflicts with
setbacks or buffers as listed in 2T_0305 (f)..
✓ Do not submit this attachment form for review without a corresponding permit application (Form
FTA 08-13) unless requested by the Division.
✓ Any changes to this attachment form will result in the application package being returned.
B. Prepare the attachment form with the requested information for each portion or location of the
sewer system that is in conflict with a waterbody or wetlands.
✓ Use the Division's guidance document entitled, "DETERMINING STREAM CLASSIFICATIONS
FOR FORM WSCAS 08-13 (SEWER SYSTEMS)" to collect the stream classification data. This
document is available from our web site at the address shown above or by contacting the
appropriate Division of Water Resources regional office.
✓ The same Professional Engineer who certified the permit application form should seal this form.
Different Professional Engineering seals may be accepted from engineers within the same firm.
✓ Submit an 8.5-inch by 11-inch COLOR copy of a USGS Topographic Map of sufficient scale to
identify the entire project area and the closest surface waters. Each map or maps must show the
location of the sewer line and pump stations and be of reproducible quality. For instance, the
project involves 4 miles of interceptor sewer that traverses over or near several different
waterbodies (or counties, basins, etc.). The map should have location ID's for each different
waterbody (where the sewer line is within the setback/buffer) and corresponding classifications
should be recorded.
C. Include the attachment form and the map portions with the permit application for submittal to
the appropriate regional office.
✓ A list of the Division's regional offices, their county coverage, and their contact information may be
downloaded from the web site at: http://portal.ncdenr.org1web/wQlhome/ro
***THESE INSTRUCTIONS DO NOT NEED TO BE SUBMITTED'
INSTRUCTIONS FOR FORM: WSCAS 08-13

FORM WSCAS 08-13
WATERSHED CLASSIFICATION ATTACHMENT
FOR SEWER SYSTEMS
Applicant Name Project Name
KRJ, INC. Taylor Lakes
Professional Engineer Name Engineerinn Firm Name
Michael L. Stewart Stewart-Proctor Engineering and Surveying
Location River Waterbody Waterbody
ID Name of Waterbody' County Basin Stream Index No. Classification
1 Poplar Creek Wake Neuse 27-41 WS-IV;NSW
If unnamed,indicate"unnamed tributary to X",where X is the named waterbody to which the unnamed tributary joins.
certify that as a Registered Professional Engineer in the State of
North Carolina that!have diligently followed the Division's
instructions for classifying waterbodies and that the above ��•�'"
classifications are inclusive of the stated project, complete and p �ssrp,
correct to the best of my knowledge and belief. � �'.�°�
SEAL
PE Seal, Signature and Date 2=4
*** END OF FORM WSCAS 08-13
FORM: WSCAS 08-13 Page 1 of 1

DocuSign Envelope ID:E5C866ED-OF58455F-B8F6-B41132DECD2B
;FATE`„
ROY COOPER n
Governor -
ELIZABETH S.BISER `y
secretory
RICHARD E.ROGERS,JR. NORTH CAROLINA
Director Environmental Quality
January 26,2024
DWR#20231265 v2
Wake County
Stewart-Proctor
Attn:John Teel
319 Chapanoke Road
Raleigh, NC 27603
(via email:[e-mail])
Subject: Approval of Individual 401 Water Quality Certification
Taylor Lakes
USACE Action ID. No. SAW-2023-01842
Dear John Teel:
Attached hereto is a copy of Certification No.WQC006570 issued to John Teel and Stewart-Proctor,dated
January 26, 2024. 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.
ME
�� Nonh Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 3800 Barrett Drove I Raleigh North Carolina 27609
�o+r� /"e 9191914200

DocuSign Envelope ID,E5C866ED-OF58-455F-B8F6-B41132DECD28
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 2 of 16
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.
If 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 [15A 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. 143-215.5).
This Certification can be contested as provided in Chapter 150E 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
150E 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/or by calling the OAH Clerk's Office at(919)431-3000.
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
Certification in accordance with N.C.G.S 15013-23(a).
Noah Carolina Department of Emmonmenla{Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
�TM 919 791 4200
raw.■..vro.w� /�

DowSign Envelope ID.E5C866ED-DF58-455F-B8F6-B41132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 3 of 16
This letter completes the Division's review under section 401 of the Clean Water Act and 15A NCAC 02H
.0500. Please contact Kristina Morales at 919-791-4258 or [e-mail] if you have any
questions or concerns.
Sincerely,
DocuSigned by:
M l(,(�,a,c,(, Rid
3720CBCM EE4A8
Michael Hall
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Electronic cc: Krissina Newcomb, Hal Owen &Associates Inc.
Matt Martin, USACE Raleigh Regulatory Field Office
Gabriela Garrison, NCWRC
DWR 401& Buffer Permitting Branch Electronic file/Laserfiche
Filename: 20231265v2_Taylor Lakes_IP29_Wake_401.docx
North Carolina Department of Enwonmental Quality I Division of Water Resources
E Q�� Raleigh Regional Office 1800 Barrett Drive I Raleigh,North Carolina 27609
j�fD
�"� 919791 4200

DoctiSign Envelope ID:E5C866ED-DF58455F-B8F6-B41132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 4 of 16
NORTH CAROLINA 401 WATER QUALITY CERTIFICATION
CERTIFICATION#WQC006570 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 John Teel and Stewart-Proctor,who have authorization for the impacts listed
below, as described within your application received by the N.C. Division of Water Resources(Division) on
October 9, 2023 and subsequent information on December 7, 2023, December 29, 2023,and January 19,
2024, and by Public Notice issued by the Division on October 13, 2023 and within the Reasonable Period of
Time pursuant to 40 CFR Part 121.6.
The State of North Carolina certifies that this activity 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 Approved Amount Approved Mitigation
Permanent Temporary Amount Required
Perennial Streams
S1—Road Crossing-Culvert 126 linear feet 0 linear feet 0 credits
S2—Road Crossing-Riprap 36 linear feet 0 linear feet 0 credits
Totals: 162 linear feet Olin ear feet 0 credits
Riparian Wetlands
W1—Road Crossing- Fill 0.007 acres 0 acres 0 credits
W2—Road Crossing-Fill 0.075 acres 0 acres 0 credits
Totals: 0.092 acres 0 acres 0 credits
This approval requires you to follow the conditions listed in the certification below.
CONDITIONS OF CERTIFICATION [15A NCAC 02H .0507(c)l:
ACTIVITY SPECIFIC CONDITIONS OF CERTIFICATION [GC4256]:
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: 1SA NCAC 02H.0506;I5A 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-term
basis.
North Carolina Department of Environmental Quality Division of Water Resources
1WRaleigh Regional 015ee 1 3800 Barren Dn"e Raleigh,North Carolina 27609
919 791 4200

DocuSign Envelope ID E5CB66ED-DF58-455F-B8F6-641132DECD26
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 5 of 16
2. 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.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 state'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.
3. For road construction purposes,this Certification shall only be utilized from natural high ground to
natural high ground.
Citation: 15A NCAC 02H.0502(a);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 state"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.
4. 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 NCAC 02H.0502(a);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 state'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. 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)
� North Carolina Department of Environmental Quakily I Division of Wader Resources
Raleigh Regional Office 1 3800 Barrell Drive I Raleigh,North Carolina 27609
oftrr..wd
' .* c V a awar~ �� 919 791 4200
u�..�r.w V

DocuSign Envelope ID:E5C866ED-DF56-455F-B8F6-B41132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 6 of 16
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 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 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.
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 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 state'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.
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 state's antidegrodation 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.
North Carolina Department of Fnvuonmental Qualm I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drrvc I Raleigh,North Carolina 27609
Hor rh�wara 90 791 Q00

DocuSign Envelope ID:E5CB66ED-DF58455F-B8F6-B41132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 7 of 16
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 state'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.
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 wetland. 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 tong do not require anti-seep collars.
The compacted clay shall have a specific infiltration of 1 X 10-5 cm/sec or less. A section and plan
view diagram is attached for the anti-seep collars.
The following specifications shall apply to class B concrete:
i. Minimum cement content, sacks per cubic yard with rounded coarse aggregate 5.0
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 water quality standards(including designated uses, numeric criteria, narrative
criteria and the state's antidegrodation 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.
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 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 state's antidegradation policy), the Division must evaluate if the activity has
North Caiohna Deparimeni of Cnvironmcnial Quality I Division of Water Resources
rr Raleigh Regional Office I 1800 Barren Drive I Raleigh,North Carolina 27609
...EQ����411-� 919791 4200

DocuSign Envelope ID:E5C866ED-DF58-455F-88F6•B41 132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 8 of 16
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
GENERAL CONDITIONS OF CERTIFICATION:
6. 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.
7. 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; agriculture),and
that activities must not cause water pollution that precludes any best use on a short-term or
long-term basis.
8. All activities shall be in compliance with any applicable State Regulated Riparian Buffer Rules in
Chapter 213 of Title 15A in the North Carolina Administrative Code.
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.
9. 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.
ZNorth Carolina Department of Enti ironmental Quality I Division of Water Resources
Raleigh Regional Office I 3500 Barrett Drive I Raleigh,Non Carolina 27609
919 791 4200

DocuSign Envelope ID:E5C866ED-DF58-455F-B8F6-B41132DECD2B Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 9 of 16
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);ISA NCAC 02H.0507(c);15A NCACO2B.0200;ISA 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 offish, 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.
10. 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 026.0200,15A 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 offish, 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
North Carolina Department of Envtronmcmal Quably I Division of Water Resources
D
:> Raleigh Regional Office 1 1800 Barrett Drive I Raleigh,North Carolina 27609
T" 919 791 4200
ara

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DWR#20231265 v2
Individual Certification#WQC006570
Page 10 of 16
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.
11. 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 NC4C 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.
12. If the project is covered by NPDES Construction Stormwater Permit Number NCG010000 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 NCAC 02H.0506(b),15A NCAC 02H.0507(c),15A NCAC 028.0200;15A NCAC 028
.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 offish, aesthetic quality, or impair the waters far 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. All work in or adjacent to streams shall be conducted so that the flowing stream does not come in
contact with 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 diversion structures shall be used to minimize excavation in flowing water.
Citation: 15A NCAC 02H.0506(b),15A NCAC 02H.0507(c);15A NCAC 028.0200
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 cited in Stream Standards:(12)
ZE��� Nonh Carolina Department of Environmental Quality I Division or water Resources
Raleigh Regional Office 1 1800 Barren Drive I Raleigh,North Carolina 27609
" ' 919 791 4200

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Taylor Lakes
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Page 11 of 16
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.
14. 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 movement.
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. 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.
15, Culverts 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 flows 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%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 culvert 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%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-vanes,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
QE Qi:> North Carolina Department of Lnvrronmental Quakily I Division of Wafer Resources
Raleigh Regional Office 1 1800 Barren Drive I Raleigh,North Carolina 27609
� 0 919 791 4200
awe.wrr.�...r.worrr� /--

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Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 12 of 16
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.
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 NCAC 02H.0506(b);I5A NCAC 02H.0507(c)
Justification: Surface water quality standards require that conditions of waters be suitable for al/
best uses provided far in state rule, and that activities must not cause water 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.
16. Bridge deck drains shall not discharge directly into streams or wetlands. Stormwater shall be
directed across the bridge and pre-treated through site-appropriate means to the maximum extent
practicable(e.g.grassed swales, pre-formed scour holes,vegetated buffers, etc.) before entering
streams or wetlands.
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. 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.
17. 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: 1SA 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 offish, 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
�Q
� North Carolina Department of Environmental Qualup Division of Water Resources
Raleigh Regional Office 1 1800 Barrett Drive I Raleigh,North Carohna 2'G09
r v rr cnAE.V ~ �� 919 791 4200

DocuSign Envelope ID:E5C866ED-DF58455F-B8F6-B41132DECD2B
Taylor Lakes
DWR#20231265 v2
Individual Certification#WQC006570
Page 13 of 16
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.
18. 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 offish, 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.
19. 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.
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, ore 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.
20. 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 Carolina 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 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. 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.
North Carohna Department of Environmental Quahry I Division of Water Resources
D E Q:>
Raleigh Regional Office I 3800 Darrell Drive I Raleigh,North Carolina 27609
o�� m.rwra.mr\ r 919 791 4200

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Page 14 of 16
21. 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.
22. 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 028.0201
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 an 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.
23. Rip-rap groins proposed in accordance with 15A NCAC 07H .1401 (NC Division of Coastal
Management General Permit for construction of Wooden and Rip-rap Groins in Estuarine and
Public Trust Waters)shall meet all the specific conditions for design and construction specified in
15A NCAC 07H .1405.
Citation: 15A NCAC 02H.0507(c); 15A NCAC 07H.1400 et seq.
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. 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.
E Q�� North Carolina Department of Environmental Quality t Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
" 7MCPAO11` !� 9197914200
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Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(c);15A NCAC 028.0200;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 offish, 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.
25. Heavy equipment working in wetlands shall be placed on mats or other measures shall be taken to
minimize soil disturbance and compaction.
Citation: 15A NCAC 02H.0506(b);15A NCAC 02H.0507(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.
26. 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 NCAC 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 notify 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.
27. 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
D—F
��� Nonh Carolina Department of Environmental Qualuv I Dtviston of Water ResourcesCC. Raleigh Regional Office 1 1800 Barrett Dave I Raleigh.North Carolina 27609
91979t4200

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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.
28. The permittee shall require its contractors and/or agents to comply with the terms and conditions
of this certification 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 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 26 day of January 2024
DmuftnW by:
dcad -�j r
( W
37=Br.Ek i EEIIAB
Michael Hall
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
KM
WQC006570
North Carolina Department of Environmental Quaho, I Division of Walcr Resources
��DKQ> Raleigh Regional Office 1 3800 Barrett Drive I Raleigh,North Carolina 27609
V 919 791 4200
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U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id.SAW-2023-01842 County:Wake U.S.G.S.Quad: NC-Clayton
GENERAL PERMIT (REGIONAL AND NATIONWIDE)VERIFICATION
Permittee: Stewart-Proctor
John Teel
Telephone Number: [phone]
E-mail: iteelsDAvahoo.com
Size(acres) --95 Nearest Town Kniehtdale
Nearest Waterway Neuse River River Basin Neuse
USGS HUC 03020201 Coordinates 35.740836.-78.449154
Location description:the Project location is directl-y north west of the intersection of Smithfield Road and Grasshopper Road in
Wake County North Carolina. The ro'ect is located at Johnston County Parcel number 1762342607.
Description of projects area and activity:This verification authorizes the permanent discharge of rill material into 0.082 acre of
wetland waters and 324 square feet(162 linear feet)of other waters for the construction of a residential development and
associated infrastructure.
Applicable Law(s): ®Section 404(Clean Water Act,33 USC 1344)
❑Section 10(Rivers and Harbors Act,33 USC 403)
Authorization: Nationwide Permit 29: Residential Development
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 10/9/2023, and the enclosed plans C-3A. Impact man 1.C-9. Impact map 2.C-
13A dated 1/31/2023 and 6/14/2023.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 I 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 40) 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.C.Division of Coastal Management Morehead City,NC,at(252)808-2808.
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,please contact Matthew K.Martin at(9841800-3741or matthew.k.martin ar,usace.armv.mil.
Corps Regulatory Official: Date: 1/31/2024
Expiration Date of Verification: 3/15/2026

The Wilmington District is committed to providing the highest Ievel of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
htip://corpsmapu.usace.army.mil/cm_apexlf9p—I 36*0
Copy furnished:
Agent: Hat Owen& Associates Inc.
Krissina Newcomb
Telephone Number: [phone]
E-mail: krissinnAbalowensoil.com
Agency: North Carolina Division of Water Resources
Krissina Morales
Telephone Number: [phone]
E-mail: kristina.moralesAdeg.nc.zov

SAW-2023-01842
SPECIAL CONDITIONS
Special condition 1:
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 of this species in the
Federal Register_ Work associated with the aforementioned activities not completed by that time
must cease and the permittee must contact Matthew Martin of the Corps at(984)800-3741 or
[e-mail] 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.

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PREPARED FOR:
STAFFORD LAND COMPANY GRAPHIC SCALE
246 1
SOUTHERN. NC 28387
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IMPACT AREA #2
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STAFFORD LAND COMPANY
246 VALLEYFIELD LANE
WAAIM CO♦UN�tY.+I�nH CAI UM SOUTHERN, NC 28387 50• 0 2V
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PROJECT ENGINEER: IN FEET }
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PROJECT CARD DESIGNER: NC DWQ MAPS:
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319 Chopapoke Road
Ro1ei h, North Carolrno 2760s PROJECT SURVEYOR: FIGURE#:1
Phone (919 779-I&M Fax [phone] PROJECT SURVEYOR

Action ID Number: SAW-2023-01842 County: Wake
Permittee: Stewart-Proctor.Jahn Teel
Project Name: Taylor Lakes
Date Verification Issued: 1/31/2024
Project Manager: Matthew K. Martin
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: Matthew K. Martin
Raleigh Regulatory Office
U.S Army Corps of Engineers
3331 Heritage Trade Drive, Suite 105
Wake Forest,North Carolina 27587
or
[e-mail]
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

APPENDIX A
STATE OF NORTH CAROLINA
UTILITIES COMMISSION
RALEIGH
DOCKET NO. W-1075, SUB 5
BEFORE THE NORTH CAROLINA UTILITIES COMMISSION
KRJ Utilities Company
is granted
CERTIFICATE OF PUBLIC CONVENIENCE AND NECESSITY
for water and sewer utility service
in
ROCKBRIDGE SUBDIVISION
Wake County, North Carolina
subject to any orders, rules, regulations,
and conditions now or hereafter lawfully made
by the North Carolina Utilities Commission
ISSUED BY ORDER OF THE COMMISSION.
This the 3dh day of November , 2006.
NORTH CAROLINA UTILITIES COMMISSION
AO, L k--mou-m*
Gail L. Mount, Deputy Clerk

APPENDIX B
PAGE 1 OF 2
SCHEDULE OF RATES
for
KRJ UTILITIES COMPANY
for water and sewer utility service in
Rockbridae Subdivision
Wake County, North Carolina
Metered Water Rates:
Base charge, zero usage, per REU $ 15.00
Usage charge, per 1,000 gallons $ 1.55
Sewer Service Rates:
Flat monthly residential rate, per REU $ 72.69
Availability Rates: 11
Water monthly availability rate, per REU $ 15.00
Sewer monthly availability rate, per REU $ 70.00
Tap Fees.-
Water, per REU $ 1,000
Sewer, per REU $ 8,000
Reconnection Charge:
If water service cut off by utility for good cause: $ 15.00
If water service discontinued at customer's request: $ 15.00
1/ Developer shall pay monthly availability fees on all lots not receiving service once plat
creating lots is recorded.

APPENDIX B
PAGE 2 OF 2
Returned Check Charge: $25.00
Bills Due: On billing date
Bills Past Due: 15 days after billing date
Billing Frequency. Shall be monthly for service in arrears
Finance Charges for Late Payment: 1% per month will be applied to the
unpaid balance of all bills still past due
25 days after billing date
Issued in Accordance with Authority Granted by the North Carolina Utilities
Commission in Docket No. W-1075, Sub 5, on this the 30'h day of
November, 2006.

DocuSign Envelope ID:9FB2138E-AA74-t5C6-A7A1-BADDEAODCDBO _
MY COOPER � {.•� _
Governor
ELI ABETH S.BISER ��Q• ,'�
Secretary
S.DANIEL SMITH NORTH CAROLINA
D(rerror Environmental Quality
September 2, 2021
Robert Stafford, Owner
(staff land [e-mail])
KRJ, Inc.
246 Valley Field Lane
Southern Pines, NC 28387
Subject: Permit No. WQ0042669
KRJ, Inc.
The Hills at Rockbridge
Wastewater Collection System Extension Permit
Wake County
Dear Mr.Stafford:
In accordance with your application received June 30, 2021, and additional information received on
August 31, 2021, we are forwarding herewith Permit No. WQ0042669 dated September 2, 2021, to KRJ,
Inc(Permittee)for the construction and operation upon certification of the subject wastewater collection
system extension. This permit shall be effective from the date of issuance until rescinded and shall be
subject to the conditions and limitations as specified therein.This cover letter shall be considered a part
of this permit and is therefore incorporated therein by reference.
Please pay particular attention to the following conditions contained within this permit:
Condition 11.1: This permit shall not be automatically transferable; a request must be made and
approved.
Condition il.4: Requires that the wastewater collection facilities be properly operated and maintained
in accordance with 15A NCAC 02T.0403 or any individual system-wide collection system
permit issued to the Permittee.
Condition 11.7: Upon completion of construction and prior to operation of these permitted facilities,the
completed Engineering Certification form with checklist attached to this permit shall be
submitted with the required supporting documents to the address provided on the form.
Permit modifications are required for any changes resulting in non-compliance with
this permit,regulations, or the Minimum Design Criteria. [15A NCAC 02T.0116]
It shall be responsibility of the Permittee to ensure that the as-constructed project meets the appropriate
design criteria and rules. Failure to comply may result in penalties in accordance with North Carolina
General Statute §143-215.6A through §143-215.6C, construction of additional or replacement
®� North Carolina Department of Environmental Quality I Division of Water Resources
Q�'
Raleigh Regional orrice 13800 Barrett Drive I Ralelgk North Caroilna 27609
cwrrcr:n
• �*���+ 919.74E4200

DocuSign Envelope ID:9FB2138F-AA74A5C6-A7A1-6AD9EAODCDBO
KR7, Inc.
Permit No. WQ0042669
wastewater collection facilities, and/or referral of the North Carolina licensed Professional Engineer to
the licensing board.
If any parts,requirements,or limitations contained in this permit are unacceptable,you have the right to
request an ad}udicatory hearing upon written request within 30 days following receipt of this permit. This
request must be in the form of a written petition, conforming to Chapter 1SOB of North Carolina General
Statutes, and filed with the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, NC
27699-6714. Unless such demands are made, this permit shall be final and binding.
If you need additional information concerning this matter, please contact Jason Robinson via e-mail at
[e-mail].
Sincerely,
DocuSlgnod by:
E
'Urfa.
BCDA9o8251)4A48D
forS. Daniel Smith
Director, Division of Water Resources
by Scott Vinson, Regional Supervisor
Water Quality Regional Operations Section
Raleigh Regional Office
Division of Water Resources, NCDEQ
cc: [e-mail]
Raleigh Regional Office Files
DWR Laserfiche
Wake Health Department
Page 2 of 8

, r
Ta for Lakes Cover Letter
The purpose of this application submittal is to perm
Taylor Lakes subdivision. This is a continuation of an existing
for 163 lots for
with a WWTF in place that discharges on site through s ray it subdivision
Items included in application package: g Pray irrigation.
1. FTA 06-21 Fast Track Sewer System Extension A li
2. Check $480.00 pp ication
I FTSE 10-18 Flow Tracking/Acceptance for Sewer A
4. Recent permit approval pplication
5. Certificate of PC&N
6. Documentation registered for business with the North C
Of State. Carolina Secretary
7. 8•5"x11" USGS colored copy
8. Site plan map.
9• WSCA 08-13 Watershed Classification
10. Flow Reduction Letters

C' lk°tit
NOV 16 2023
Taylor Lakes Cover Letter
The purpose of this application submittal is to permit sewer for 163 lots for
Taylor Lakes subdivision. This is a continuation of an existing subdivision
with a WWTF in place that discharges on site through spray irrigation.
Items included in application package:
1- FTA 06-21 Fast Track Sewer System Extension Application
2. Check S4804W.-*CP a c'
3. FTSE 10-18 Flow Tracking/Acceptance for Sewer Application
4. Recent permit approval
5. Certificate of PC&N
6. Documentation registered for business with the North Carolina Secretary
of State.
7. 8.511x1 I" USGS colored copy
8. Site plan map.
9. WSCA 08-13 Watershed Classification
10. Flow Reduction Letters

From: Wild,Elaine
To: "Michael L.Stewart";"stafflandI(abearthlink.net"
Cc: "John Teel'
Subject: Taylor Lakes_Incomplete Application Return
Date: Wednesday,March 13,2024 11:34:00 AM
Attachments: imaoe001.ono
Dear Michael and Robert,
Emails were sent on January 10, 2024, February 12, 2024, and February 27, 2024, indicating
that additional information was needed for the Taylor Lakes project in order to further process the
application for a Fast Track Sewer Extension Permit. As of today's date, the Division of Water
Resources has not received all additional information requested, therefore, in accordance with 15A
NCAC 02T .0107, the project application is being returned as incomplete. If you wish to pursue
permitting for this project, please submit a completed application accompanied by a new application
fee.
15A NCAC 02T .0107 Staff Review and Permit Preparation states:
0 "(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 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)].
Sewer Extension Permitting I NC DEQ
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
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.
Water Quality Permitting I NC DEQ

Permitting Process I NC DEQ
From: Wild, Elaine
Sent:Tuesday, February 27, 2024 10:04 AM
To: 'Michael L. Stewart' <[e-mail]>; 'staff land [e-mail]'
<[e-mail]>
Cc: 'John Teel' <[e-mail]>
Subject: RE: [External] Re: Taylor Lakes—Additional Information Request
Hello Michael and Robert,
Thank you for the revised FTA submitted on 02/20/2024 to the Raleigh Regional Office. Please
review my comments below and provide the following information by March 8, 2024, and note that
if the requested information is not submitted by this date then the project application may be
returned as incomplete in accordance with 15A NCAC 02T.0107, and if you wish to pursue
permitting for this project, you will need to submit a completed application accompanied by a new
application fee.
1. According to our previous correspondences, the Taylor Lakes project connects to the
Rockbridge Subdivision—Phase 2A, WQ0037943, existing gravity sewer. Please update
Section V.1. of the FTA accordingly.
2. Although you submitted an updated FTSE form on 02/20/2024, 1 still have questions. Is there
flow allocated to the plant that is NOT currently being received? According to the FTSE 10-18
form, Section I.d. "Estimated obligated flow not yet tributary to the WWTP",there is zero "0"
flow that is allocated and is NOT already going to the Rockbridge WRF. Please verify that all
flow allocated to the WRF is currently tributary and flowing to the plant, otherwise update
and resubmit the FTSE.
a. For further instructions on how to complete this form, please see page 4 of the FTSE
10-23 document found on the Sewer Extension Permitting website, link to document
provided below.
b. Please review the permitted flow according to the WWTP's permit and update Section
La-h appropriately. If Section I.h. is >100%,then fill out the Planning Assessment
Addendum, page 3. If the WRF is approved for Advancing Allocation, please fill out and
submit Form FTSE1 10-23, link provided below.
3. Although you submitted updated maps on 02/20/2024, the topographical map is still not
sufficient and the construction drawing is hard to read. The topographical 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. On the topographical map, please indicate the project area, the closest
surface waters, location of the proposed gravity sewer, and the downstream connection

points for the receiving sewer and the WRF.
4. The 09/13/2023 narrative does not appear to be accurate, please submit a more descriptive
narrative. The cover letter/narrative is to include specific information related to the project
including the system type, the number of permitted homes served, proposed flow rate, length
of gravity sewer, and any permits associated with this project (buffer, 401/404, downstream
sewer, etc.). Please refer to Section B of the Application Instructions for further information.
FTSE 10-23 Form: Flow Tracking for Sewer Extension Application
FTSE1 10-23 Form: Flow Tracking for Sewer Extension Application (with Advancing)
Best Regards,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
Email correspondence tc and from this address is subject to the North
Carolina Public Records Lana and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Wild, Elaine
Sent: Monday, February 12, 2024 9:00 AM
To: Michael L. Stewart<[e-mail]>; stafflandl(@earthlink.net
Cc:John Teel <iteelsp(@yahoo.com>
Subject: RE: [External] Re: Taylor Lakes—Additional Information Request
Hello Robert and Michael,
An email was sent on January 10, 2024, indicating that additional information was needed for the
Taylor Lakes project and was due by February 10. 2024, to further process the application for a Fast
Track Sewer Extension Permit. As of today's date, the Division of Water Resources has not received
all of the additional information requested for the project. If all information is not received by
February 19. 2024, the project application will be returned as incomplete in accordance with 15A
NCAC 02T .0107, and if you wish to pursue permitting for this project,you will need to submit a

completed application accompanied by a new application fee.
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 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)].
Sewer Extension Permitting I NC DEQ
Sincerely,
Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
[e-mail]
.EQ��
IkWnmml of Fn.rtmiwW OiWI�
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Water Quality Permitting I NC DEQ
Permitting Process I NC DEQ
From: Michael L. Stewart<stewartpe(@aol.com>
Sent: Friday, February 2, 2024 1:03 PM
To: Wild, Elaine <[e-mail]>;John Teel <jteelsplc�yahoo.com>
Cc: stafflandl(@earthlink.net
Subject: RE: [External] Re: Taylor Lakes—Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the
Report Message button located on your Outlook menu bar on the Home tab.

Thanks for the update you are correct about the permit W00037943.
The Hills was a permit that came from the other side and was included by error.
Thanks
Mike Stewart
Sent from AOL on Android
On Fri, Feb 2, 2024 at 12:26 PM, Wild, Elaine
<[e-mail]> wrote:
Hello Michael,
The application submittal included a copy of the existing permit for the Hills at Rockbridge,
WQ0042669, which was the basis for requiring additional information on where the
proposed gravity sewer will be tying in. Why was this permit included in the submittal?
Our system is currently showing two (2) projects containing "Rockbridge" and "2". When
was the permit issued?
• WO0037943 Rockbridge Subdivision — Phase 2A. Permittee: Stafford Land Company
Inc.
• WO0029621 Rockbridge Phases 1 & 2. Permittee: KRJ Inc DBA KRJ Utilities Company.
• I am assuming that the project you referred to in your 1/31/24 email, is WQ0037943
but I wanted to verify with you first.
Also, please provide the submission ID number associated with your 404/401 pre-submittal
email.
Please provide the information requested on January 10, 2024,to me by February 10,2024.
Best Regards,

Elaine Wild
Environmental Engineer
Division of Water Resources— NPDES Industrial Permitting Unit
North Carolina Department of Environmental Quality
elaine.wild(@deq.nc.gov
Q�)
aw..aauwa,..Wo.wn� /�
Email correspondence toand from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
From: Michael L. Stewart <[e-mail]>
Sent: Wednesday, January 31, 2024 12:49 PM
To: Wild, Elaine <[e-mail]>; John Teel <[e-mail]>
Subject: [External] Re: Taylor Lakes—Additional Information Request
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with
the Report Message button located on your Outlook menu bar on the Home tab.
Elaine
Thanks for the chance to go over these comments.
We have just gotten approval for the 401/404 authorizations. So we will be resubmitting
very soon.

I could use your help. We are not extending the sewer for this project through the Hills at
Rockbridge.
This extension will tie into the sewer line stubbed at the end of Garnet Meadow Road. This
was recorded as Phase 2A
of Rockbridge. We were not the engineers for this section and I do not know the WQ
number. If you could supply that we will adjust
section V.1 accordingly. We put the number we were given for the original development.
KRJ are supplying us with the other information.
Thanks
Michael L. Stewart, P.E.
STEWART-PROCTOR, PLLC
Engineering and Surveying
office 919 779-1855 cell 919 417-6671
On Wednesday,January 10, 2024 at 04:37:58 PM EST, Wild, Elaine<elaine.wild(@deq.nc.gov>
wrote:
Hello Robert and Michael,
After reviewing the Fast Track Sewer System Extension Application for Taylor Lakes, additional
information is required in order to further process the application. Please provide the following
information by February 10, 2024, 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. According to the Open Space Development drawing, the coordinates provided in Section
11.4. of the FTA are outside the project boundary (west of 6301 Grasshopper Rd,
approximately 900-feet west of the existing pond). Please provide updated coordinates.—
Corrected 02/20/2024
2. According to the Rockbridge Wastewater Flows and Capacity document and the FTA, this
project is for the remaining 163 lots of the 173 proposed for this development. Please
provide clarification on whether or not Taylor Lakes will be tying into the existing gravity
sewer permitted under WQ0042669 The Hills at Rockbridge.
a. If Taylor Lakes is tying into the existing gravity sewer located at The Hills at
Rockbridge,then please update Section V.1. accordingly.—WQ0042669 The Hills at
Rockbridge incorrectly submitted with this application. See comment#1 provided
in 02/27/2024 email.
3. Please provide the design flow rate for each establishment type (one-BR,two-BR, three-
BR, four-BRs), and the number of units for each establishment type. Please provide this
detailed information in the narrative as well.—Corrected 02/20/2024
4. Please provide the buffer authorization letter associated with this project.—Submitted
DWR#02/20/2024
5. Please provide the Certification/ID Number and status for the 401/404 authorization
specified in Section IX.S. of the Fast Track Application.—Submitted 401 Cert 02/20/2024
6. According to the FTSE 10-18 form Section I.d., Rockbridge WRF currently has zero (0) MGD
of paper flow and all previous paper flow is currently tributary. Please confirm the
"Estimated obligated flow not yet tributary to the WWTP" (Paper Flow) or submit a
corrected FTSE 10-18 once the "paper"flow is verified.—Submitted updated USE
02/20/2024, I still have questions. See comment#2 provided in 02/27/2024 email.
7. No aerial map was submitted and the topographical map submitted is 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.—Submitted 02/20/2024, but still incomplete. See comment
#3 provided in 02/27/2024 email.

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 Wild
Environmental Engineer
Division of Water Resources- Raleigh Regional Office
North Carolina Department of Environmental Quality
919.791.4254 Office
elaine.wild(@deq.nc.gov

J
�sJ/A
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.usl
Email correspondence to and from this address maybe subject to the worth Carolina Public Records Law and maybe
disclosed to third parties by an authorized state official.