WQ0045908_Application_20241016

; ; J y State of North Carolina
, NL„ } ,t,r1_;_:iit,, Department of Environmental Quality
nWR Division of Water Resources
OCT ] 6 2924 FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: V4 (}� 4 6 alto be completed by DWR)
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: KRJ Inc. dba KRJ Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Robert Stafford per 15A NCAC 02T .0I06(b)
Title: Owner
4. Applicant's mailing address: 246 Valley Field Lane
City: Southern Pines State: NC Zip: 28387-
5. Applicant's contact information:
Phone number: [phone] Email Address: staffland lOearthlink.net
II. PROJECT INFORMATION:
1. Project name: Taylor Lakes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: 35.741147Longitude:-78.449910
5. Parcel ID (if applicable): 1762056136 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Michael Stocks License Number: 19843
Firm: Stocks En ing eering, PA
Mailing address: PO Box 1108
City: Nashville State: NC Zip: 27856-
Phone number: 252) 459-8196 Email Address: astocksna,stocksen ineering com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Rockbrid eg WRF Permit Number: W00024320
Owner Name: KRJ, Inc.
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0024669
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Numbers) (if applicable): WQCS
Owner Name(s): KRJ, Inc.
FORM: FTA 10-23 Pagel of 5

DWR
Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
Application Number: WQ0045908
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: KRJ Inc. dba KRJ Utilities (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ® Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ❑ Other
3. Signature authority's name: Robert Stafford per 15A NCAC 02T .0106(b)
Title: Owner
4. Applicant's mailing address: 246 Valley Field Lane
City: Southern Pines State: NC Zip: 28387-
5. Applicant's contact information:
Phone number: (9557-6870 Email Address: stafflandl(a-)earthlink.net
II. PROJECT INFORMATION:
1. Project name: Taylor Lakes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
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: 35.741147' Longitude:-78.449910'
5. Parcel ID (if applicable): 1762056136 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Michael Stocks License Number: 19843
Firm: Stocks Engineering, PA
Mailing address: PO Box 1108
City: Nashville State: NC Zip: 27856-
Phone number: (252 459-8196 Email Address: astocks(a)stocksen ing eering.com
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): WQ0024669
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): KRJ, Inc.
FORM: FTA 10-23 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
® Yes ❑ No ❑ N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(c) been attached?
❑ Yes ❑ 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 .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes No
6. Has a flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ❑ No
➢ If 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 e,b
No. of Units
Flow
Residential
240 gal/per lot
119
28,560 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
28,560 GPD
a See 15A NCAC 02T .0114(b), (d), (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e. proposed unknown
non-residential development uses; public access facilities located near high public use areas; and residential property
located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined in G.S. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 28,560 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
)0, Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
3,430
PVC SDR 21
8
734
PVC SDR 35
➢ Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
➢ Section III contains information related to minimum slopes for gravity sewer(s)
➢ Oversizing lines to meet minimum slope requirements is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (If Applicable) — 02T .0305 & MDC (Pump Stations/Force Mains):
PROVIDE A SEPARATE COPY OF THIS PAGE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B).
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 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) & W? ® Yes [-]No
15A NCAC 02T.0305 contains minimum separations that shall be provided for sewers stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
2Water mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
2Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class H impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(f) cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N/A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ® Yes ❑ No ❑ N/A
➢ Please provide supplementary information identifying the areas of non-conformance.
➢ See the Division's draft separation requirements for situations where separation cannot be met.
➢ No variance is required if the alternative design criteria specified is utilized in design and construction.
4. Is the project located in a river basin subject to any State buffer rules? ® Yes Basin name: 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.0105(c)(6) (additional permits/certifications)? ® Yes ❑ No
Per 15A NCAC 02T.0105(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Mininium Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the oermit, and i3roicets reguiring a variance approval may be subject to Ion er
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, Y McCt.1A,6 t- S1004& , attest that this application for TA-('_o rz LNu ES
(Professional Engineer's name from Application Item III.1.) (Project Name from Application Item IL 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gravity Sewers (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 CIass 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: i•,•tiI1I��t1/l+I,
�••tN CARD 6,
qo iL s
y
.y SEAL
, �AA 19843
o
Fj �~� �~'Av �`............
JfC
3. Applicant's Certification per 15A NCAC 02T .0106(b): iIS °'r0
1,
attest that this application for
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item IL 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. 1 will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE - In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature:
Date:
FORM: FTA 10-23 Page 5 of 5

State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
OCT 1 9 ?09A FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (GravityS& Pump Stations/Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPS) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General -- When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages):
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number/status of any other required sewer permits (downstream/upstream)
➢ If necessary for clarity, include attachments to the application form.
➢ If the project is funded by American Rescue Plan Act (ARPA) funds, please include the ARPA project number in the cover
letter and in parentheses under Project Name (Section II.1. of the application).
C. Application Fee (All New and Modification Application Packages):
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
® Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
® If the Applicant Type in Item 1.2 is a corporation or company, provide documentation it is registered for business with the
North Carolina Secretary of State.
® If the Applicant Type in Item I.2 is a partnership or d/b/a, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item I1.1 shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Pagel of 3

® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAC 02T .0106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
® Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate G.S. 143-215.67(a).
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
® Submit an 8.5-inch x 1 ]-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
® Include an aerial location map showing general project area (such as street names or latitude/longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
❑ Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
® Per 15A NCAC 02T .0I 15(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
3. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home/Property Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed Operational Agreement (FORM: HOA).
❑ Per 15A NCAC 02T .0115(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .0115(b), submit the properly executed Operational Agreement (FORM: DEV).
For more information, visit the Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

Taylor Lakes Cover Letter
The purpose of this application submittal is to permit sewer for 119 lots for
Taylor Lakes subdivision. All 119 homes will consist of 4 bedroom homes.
This is a continuation of an existing subdivision with a WWTF in place that
discharges on site through spray irrigation.
The project requires additional permitting. The Stormwater and Erosion
Control Permits are in review at Wake County, the NCGO1 permit submittal
is pending EC approval. The NCDOT permits, and wetland impact permits
have been received
Items included in application package:
1. Application Fee - $600.00
2. FTA 10-23 Fast Track Sewer System Extension Application
3. FTSE 10-23 Flow Tracking/Acceptance for Sewer Application
4. 8.5"xl 1" Color USGS Map
5. Aerial Location Map with General Project Area
6. Flow Reduction Letters
7. Received Permits
Stocks Engineering, PA
Andrew Stocks
252-459-8196
[e-mail]

NC Dept o_fEn-iir.3n:13, t�{ tI J State of North Carolina
Department of Environmental Quality
Y �ili Al
Division of Water Resources
OCT
Division of Water Resources 1 6 2024 Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
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 if 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: Rockbridge WRF
b. WWTP Facility Permit #: WQ0024320
All flows are in MGD
c. WWTP facility's permitted flow 67,420 gpd (108,305 gpd
approved w/ spray field)
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
43,949 gpd (6-mo avg)
28,560 gpd
72,509 gpd
108% (67% w/ approved
spray field)
II. 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.
Page 1 of 7
FTSE 10-23

Division of Water Resources
Entity Requesting Allocation:
KRJ Inc.
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Project Name for which flow is being requested: Taylor Lakes
More than one FTSE maybe required for a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wastewater flow.
1. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Rockbridge WRF
b. WWTP Facility Permit #: WQ0024320
All flows are in MGD
c. WWTP facility's permitted flow 67,420 gpd (108,305 gpd
approved w/ spray field)
d. Estimated obligated flow not yet tributary to the WWTP 0
e. WWTP facility's actual avg. flow
f. Total flow for this specific request
g. Total actual and obligated flows to the facility
h. Percent of permitted flow used
43,949 gpd (6-mo avg)
28,560 gpd
72,509 gpd
108% (67% w/approved
spray field)
II. 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)
Design
Pump
Pump
Average
Approx.
Station
Station
Firm Daily Flow**
Current
(Name or
Permit
Capacity, * (Firm / pf),
Avg. Daily
Number)
No.
MGD MGD
Flow, MGD
(C)
(D)=(B+C) (E)=(A-D)
Obligated,
Not Yet
Total Current
Tributary
Flow Plus
Daily Flow,
Obligated Available
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.
Page 1 of 7
FTSE 10-23

Downstream Facility Name (Sewer): Rockbridge Subdivision and WRF
Downstream Permit Number: WQ0042669
III. Certification Statement:
I Robert R. Stafford certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
?ALC. 1�
Title of Signing
Page 2 of 7
FTSE 10-23

PLANNING ASSESSMENT ADDENDUM (PAA)
Submit a planning assessment addendum for each pump station listed in Section 11 where Available Capacity is < 0.
Pump Station (Name or Number):
Given that:
a. The proportion and amount of Obligated, Not Yet Tributary Daily Flow (C) accounts for
% and MGD of the Available Capacity (E) in Pump Station
and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately
MGD per year; and that
c. A funded Capital Project that will provide the required planned capacity, namely
is in design or under construction with
planned completion in ; and/or
d. The following applies:
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow
this flow to be permitted, without a significant likelihood of over -allocating capacity in the system
infrastructure.
I understand that this does not relieve the collection system owner from complying with G.S. 143-
215.67(a) which prohibits the introduction of any waste in excess of the capacity of the waste disposal
system..
Page 4 of 7
FTSE 10-23

Instructions for Flow Tracking form (FTSE) and Planning Assessment Addendum (PAA)
Section I
a. WWTP Facility Name: Enter the name of the WWTP that will receive the wastewater flow.
b. WWTP Facility Permit M Enter the NPDES or Non -Discharge number for the WWTP receiving the
wastewater flow.
c. WWTP facility's permitted flow, MGD: From WWTP owner's NPDES or Non -Discharge permit.
d. Estimated obligated flow not yet tributary to the WWTP, MGD: This includes flows allocated to other
construction projects not yet contributing flow to the collection system. Flows allocated through interlocal
agreements or other contracts not yet contributing flow to the collection system are also included. For POTWs
that implement a pretreatment program, include flows allocated to industrial users who may not be using all of
their flow allocation. Please contact your Pretreatment Coordinator for information on industrial flow tributary
to your WWTP.
As of January 15, 2008 the POTW should have reviewed flow allocations made over the last two years and
reconciled their flow records, to the best of their ability, so it is known how much flow has been obligated and
is not yet been made tributary to the WWTP, in accordance with local policies and procedures employed by the
reporting entity.
e. WWTP facility's actual avg. flow, MGD: Previous 12 month average.
f. Total flow for this specific request, MGD: Enter the requested flow volume.
g. Total actual and obligated flows to the facility, MGD Equals [d + e + f]
h. Percent of permitted flow used: Equals [(g / c)* 100]
For example:
On January 15 a POTW with a permitted flow of 6.0 MGD, reported to the Regional Office that there is 0.5
MGD of flow that is obligated but not yet tributary. The annual average flow for 2007 is 2.7 MGD. There is a
proposed flow expansion of 0.015 MGD.
The first Form FTSE submitted after January 15, 2008 may have numbers like this:
c. = 6.0 MGD
d. = 0.5 MGD
e. = 2.7 MGD
f. = 0.015 MGD
g. = 3.215 MGD
h. = 53.6 %
The next Form FTSE may be updated like this with a proposed flow expansion of 0.102 MGD:
c. = 6.0 MGD
d. = 0.515 MGD
e. = 2.73 MGD
f. = 0.102 MGD
g. = 3.349 MGD
h. = 55.8 %
Each subsequent FTSE form will be updated in the same manner.
Page 5 of 7
FTSE 10-23

Section II
List the pump station name or number and approximate pump station firm capacity, approximate design average
daily flow (A) approximate current average daily flow (B), and the obligated, not yet tributary flow through the
pump station (C) for each pump station that will be impacted by the proposed sewer extension project. Calculate
the total current flow plus obligated flow (D=B+C) and the available capacity (E=A-D). Include the proposed flow
for this project with other obligated flows that have been approved for the pump station but are not yet tributary
(C).
Firm capacity is the maximum pumped flow that can be achieved with the largest pump out of service as per the
Minimum Design Criteria.
Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) of not less than
2.5.
If the available capacity (E) for any pump station is < 0, then prepare a planning assessment for that pump station
if the system has future specific plans related to capacity that should be considered in the permitting process.
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Obligated,
Design
Approx.
Not Yet
Total Current
Firm
Average
Current Avg.
Tributary
Flow Plus
Pump Station
Capacity
Daily Flow
Daily Flow,
Daily Flow,
Obligated
Available
(Name or Number)
MGD
(Firm / pf)
MGD
MGD
Flow
Capacity*
Kaw Creek PS
0.800
0.320
0.252
0.080
0.332
-0.012
Valley Road PS
1.895
0.758
0.472
0.135
0.607
0.151
Page 6 of 7
FTSE 10-23

Planning Assessment Addendum Instructions
Submit a planning assessment addendum for each pump station listed in Section Il where available capacity is < 0.
A planning assessment for Kaw Creek PS (see example data above) may be performed to evaluate whether there is
significant likelihood that needed improvements or reductions in obligated flows will be in place prior to activating
the flows from the proposed sewer extension project.
If the system decides to accept the flow based on a planning assessment addendum, it is responsible to manage the
flow without capacity related sanitary overflows and must take all steps necessary to complete the project or control
the rate of flow to prevent sanitary sewer overflows.
The planning assessment may identify a funded project currently in design or construction, or a planned project in
the future not yet funded but in a formal plan adopted by the system. The system should carefully weigh the
certainty of successful timely project completion for any expansion, flow management diversion or infiltration and
inflow elimination projects that are the foundation of a planned solution to capacity tracking and acceptance
compliance.
For example:
Given that:
a. The proportion and amount of obligated, not yet tributary flow accounts for 24 % and 0.080 MGD of the
committed flow in Pump Station Kaw Creek; and that
b. The rate of activation of this obligated, not yet tributary capacity is currently approximately 0.01 MGD
per year; and that
c. A funded capital project that will provide the required planned capacity, namely
is in design or under construction with planned
completion in ; and/or
d. The following applies:
The master plan and ten year pital plan contain recommended scope and funding for a capital project entitled
Kaw Creek Pump Station upgrade with funding planned in July 2014. This project is planned to add 0.100 MGD
to the firm capaci , of the pump station by October 2015. Inclusion of this proposed capital project as a condition
of this Flow Tracking./g Acceptance for Sewer Extension Permit Application elevates this project's priority for
funding and construction to be implemented ahead of the activation of obligated, not yet tributary flows in amounts
that exceed the firm pump station capacities identified in Section Il above.
Therefore:
Given reasonably expected conditions and planning information, there is sufficient justification to allow this flow
to be permitted, without a significant likelihood of over -allocating capacity in the system infrastructure.
Page 7 of 7
FTSE 10-23

\baler Re.ources
Fm in,timent,d ( ltcdit�
February 14, 2017
James R Butler, PE
Management Group of NC, Inc.
P.O. Box 2369
Swansboro, NC 28584-2369
Subject: Rockbridge WRF, Permit # WQ0024320
Residential Flow Reduction
Wake County
ROY COOPER
t ;, jt,lRry
MICHAEL S. RE-GAN
S. JAY ZIMMERMAN
/):,,,/,,I
Dear Mr. Butler:
Based upon the data provided by the Management Group of NC, Inc., on behalf of KR1, Inc. (dba KRJ
Utilities), the Division of Water Resources hereby approves the use of 60 GPD per residential bedroom,
with a minimum of 12-0 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 [phone], or via email at
[e-mail].
Sincerely,
for S. 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 (WQ0024320)
PERCS (electronic copy) • I
S:a:c a: \„uh ( arolma i in (roriment l (1uu1(n
Jhl- %ladSZ nrec(.:n:cr RWOLh.\,,rth<'aralmd�-tdY,_Jty-
8t k^. U =-vaun

Consulting Engineer
4612 Gunston Place email: j,,[e-mail]
_101n Wiley ns Johon, PE, PLS Raleigh, NC 27612-3948 Mobile: [phone]
Wednesday, September 13, 2023
Robert R. Stafford, Jr.
KRJ Utilities
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 108,305 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.
cc w/encl: Mr. Dan Higgins

Rockbridge WWTP Discharge
9/13/2023
WQ0024320
Month Avg
Max Day
Month Ave
Max Da v
Month Ave
Max Da v
Month Ave
Max Day
2019
2020
2021
2022
Jan
47317
136414
45884
69213
51178
60543
46785
66983
Feb
40470
63067
45984
94479
49746
71355
45944
56284
Mar
39002
82969
47223
64514
42321
57980
41216
56284
Apr
35672
49811
68123
89809
37687
52635
40708
54274
May
31431
53036
71599
100337
40836
49595
44302
56431
Jun
33000
49024
71730
92052
43136
61640
38602
63550
Jul
38454
131788
71604
89156
45154
77868
46059
103760
Aug
48026
133098
119857
44947
64572
43399
35921
Sep
49266
121143
68882
93513
43923
62500
39692
52493
Oct
38790
53917
43707
60856
39579
60395
40982
62352
Nov
42554
75614
65078
112160
42602
54320
42513
52994
Dec
47236
63561
50654
71287
63902
45897
34384
Yearly Avg
40935
60973
45418
43008
Yearly Max. Month and Max Day
49266
136414
=.:7 Js
119957
63902
77868
46785
103760
4 year max month average=
60290
2 year max month
average=
55344
Existing System Conditions
Number of Homes:
410
Annual Avg (gpd) per home:
100
149
111
105
Max Mo Avg (gpd) per home:
120
198
156
114
Annual Max Day Flow(gpd) per home:
333
292
190
253
Composite Avg (gpd) per home:
116
Composite Max Mo Avg (gpd) per home:
147
Yearly Max Day Avg (gpd) per home:
267
permitted Flows
Total d
Permitted Capacity (Exist)
67,420
Additional Spray Area Construction Req'd
40,885
Permitted After Spray Area Construction
108,305
ercent Capacity Based upon Existing and Proposed Flows
% Exist Can
% New Cap
New Lots
GPD Lot
Total GPD
67 420 GPD
U08,305 GPDI
Existing Discharge (4 year Avg) GPD
60290
89.42%
New Lots Proposed
173
240
41520
Total using 4 year avg
101810
94.00%
Existing Discharge (2 year Avg) GPD
55344
82.09%
New Lots Proposed
173
240
41520
Total using 2 year avg
96864
89.44%

ae
n

Location of e
t7Yrcr s „ bl( Cr, < Q 'h 4 t Ate-
10
- ml
' ; I
i
� r
•'rill:oh Rd =- -_ _ _ l/
kL

-78.5000'
35.7500
3e59000mN
58
57
56
ME US G S
science for a changing world
U.S. DEPARTMENT OF THE INTERIOR
U.S. GEOLOGICAL SURVEY
The National Map
USTop o
727000m E 28 29 30 31 32

DocuSign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD2B
ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
NORTH CAROLINA
Environmental Quality
January 26, 2024
DWR # 20231265 v2
Wake County
Stewart -Proctor
Attn: John Teel
319 Chapanoke Road
Raleigh, NC 27603
(via email: iteelsp@yahoo. com)
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.
North Carolina Department of Environmental Quality I Division of Water Resources
1;;;�D E QRaleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
_919.791.4200

DocuSign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD2B
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 .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.
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 [phone].
A party filing a Petition must serve a copy of the Petition on:
William F. Lane, General Counsel
Department of Environmental Quality
1601 Mail Service Center
Raleigh, NC 27699-1601
If the party filing the Petition is not the permittee, then the party must also serve the recipient of the
Certification in accordance with N.C.G.S 1SOB-23(a).
North Carolina Department of Environmental Quality I Division of Water Resources
® F Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
LKL."= -- _A _ 919.791.4200
itirn.o..n a mtb�

DocuSign Envelope ID: E5C866ED-DF58455F-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,
CD,oc'u,,Signeffd by:
•uW�(�W
372DCBCBBIEE4A8
Michael Hall
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
Electronic cc: Kristina 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
D EQS`North � Carolma Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
' ��� 919.791.4200

DocuSign Envelope ID: E5C866ED-DF58-455F-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
Permanent
Amount Approved
Temporary
Mitigation
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
0 linear 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:
0.082 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)]:
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: 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.
D E Q � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
r�re�i�mmmrwrm\
�/ 919.791.4200

DocuSign Envelope ID: E5C866ED-DF58455F-B8F6-B41132DECD2B
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.
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)
D Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office i 3800 Barrett Drive I Raleigh, North Carolina 27609
w 0. / 919.791.4200

DocuSign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD26
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 antidegradation policy), the Division must evaluate if the activity has
avoided and minimized impacts to waters, would cause or contribute to a violation of standards
or would result in secondary or cumulative impacts.
e. Permanent maintained access corridors in wetlands and across stream channels shall be restricted
to the minimum width practicable and shall not exceed 30 feet wide except at manhole locations.
North Carolina Department of Environmental Quality I Division of Water Resources
DRaleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
_E
war\ r 919.791 4200

DocuSign Envelope ID: E5C866ED-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.
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 long 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 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.
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
D E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
Nam"�" ` � 919 791 4200

DocuSign Envelope ID: E5C866ED-DF58455F-B8F6-B41132DECD28
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:
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 2B 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.
D E Q � North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
rr�nn+c,wcx.ew �'
�w �r o." 919.791.4200

DocuSlgn 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); 15A NCAC 02H .0507(c); 15A NCACO28.0200; 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
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 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; 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 2S 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
QFW BMW North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919.791.4200

Docu5ign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD2B
Taylor Lakes
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 NCAC 02H .0507(c)
Justification: A project that affects waters shall not be permitted unless the existing uses
(including aquatic life propagation and biological integrity), and the water quality to protect
such uses, are protected. Protections are necessary to ensure any remaining surface waters or
wetlands, and any surface waters or wetlands downstream, continue to support existing uses
during and after project completion. The Division must evaluate if the activity has avoided and
minimized impacts to waters, would cause or contribute to a violation of standards, or would
result in secondary or cumulative impacts.
12. If the project is covered by NPDES Construction Stormwater Permit Number NCGO10000 or NPDES
Construction Stormwater Permit Number NCG250000, full compliance with permit conditions
including the erosion & sedimentation control plan, inspections and maintenance, self -monitoring,
record keeping and reporting requirements is required.
Citation: 15A NCAC 02H .0506(b); 15A NCAC 0214.0507(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; 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 02B .0200
Justification: Surface water quality standards require that conditions of waters be suitable for all
best uses provided for in state rule, and that activities must not cause water pollution that
precludes any best use on a short-term or long-term basis. As cited in Stream Standards: (12)
D E Q-& North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
���� 919791.4200

DocuSign Envelope ID: E5C866ED-DF58455F-B8F6-B41132DECD2B
Taylor Lakes
DWR# 20231265 v2
Individual Certification #WQC006570
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 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.
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
North Carolina Department of Environmental Quality I Division of Water Resources
cv/wD Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
919,791.4200

DocuSign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD2B 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); 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.
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: 15A 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 for any designated
uses. As cited in Wetland Standards: (c)(1) Liquids, fill or other solids, or dissolved gases shall not
North Carolina Department of Environmental Quality I Division of Water Resources
KRaleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
4 _'Y. — 919.7914200
eaar.�n+ w car.m� meq�

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, are protected. Protections are necessary to ensure any
remaining surface waters or wetlands, and any surface waters or wetlands downstream,
continue to support existing uses after project completion.
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 Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
a Arawae.enm�a.�
919.791.4200

DocuSign Envelope ID: E5C866ED-DF58455F-B8F6-B41132DECD2B Taylor Lakes
DWR# 20231265 v2
Individual Certification #WQC006570
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 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.
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.
North Carolina Department of Environmental Quality I Division of Water Resources
D E Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
0*0"�a rawa�
919.7914200

Doeugign Envelope ID: E5C866ED-DF58455F-B8F6-B41132DECD2B Taylor Lakes
DWR# 20231265 v2
Individual Certification #WQC006570
Page 15 of 16
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 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 028.0231
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 E Q�� North Carolina Department of Environmental Quality I Division of Water Resources
Raleigh Regional Office 1 3800 Barrett Drive I Raleigh, North Carolina 27609
tA:f1rH C' w 919.791.4200

DocuSign Envelope ID: E5C866ED-DF58-455F-B8F6-B41132DECD28
Taylor Lakes
DWR# 20231265 v2
Individual Certification #WQC006570
Page 16 of 16
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
DocuSigned by:
372DCBCBBIEE4A8..
Michael Hall
Regional Supervisor
Division of Water Resources, Raleigh Regional Office
Department of Environmental Quality
KM
WQC006570
North Carolina Department of Environmental Quality I Division of Water Resources
D E Q,Raleigh Regional Office I 3800 Barrett Drive I Raleigh, North Carolina 27609
�\ �./ 919.791.4200

From:
Andrew Stocks
To:
Zhang,Cheng
Cc:
Stafflandl(d)earthlink.net; Jon Ward; Sean Johnson
Subject:
[External] RE: Technical Review Additional Information Request WQ0045908 (Taylor Lakes)
Date:
Friday, November 15, 2024 9:03:12 AM
Attachments:
imaae002.Dng
image003.pnng
Sianed Fast Track Application 10-23.pdf
COVER LETTER.doc
D051-092-23-00141 ApprovalPackaae.Ddf
E051-092-23-00852 Approval Package.ndf
20231265v2 Taylor Lakes IP29 Wake 401.pdf
SAW-2023-01842 NWP.pdf
Sianed FTSE 10-23.Ddf
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.
Cheng,
Please see the information attached and a response to each of your comments below in BLUE.
Thanks, Andrew
"For such a time as this"
J. Andrews Stocks, PE
F2-51
ENGINEERING
801 East Washington Street * P.O. Box 1108 * Nashville, NC 27856
O: 252.459.8196 M: 252.450.5140 www.stocksengineering.com
From: Zhang, Cheng <[e-mail]>
Sent: Tuesday, November 12, 2024 11:41 AM
To: Andrew Stocks <[e-mail]>
Subject: RE: Technical Review Additional Information Request WQ0045908 (Taylor Lakes)
Importance: High
Please respond as soon as you can.
Thank you,
ChengZhang
Environmental Program Consultant
Office of Continuous Improvement (OCI)
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality

[e-mail]
919.791.4259 Office
919.817-3856 Mobile
�eDHFQ
OWN" L.*--"&."
I\Je
9M0W1RVa,*nCa ro and Pwn VV5 ado4w rs sect to Ow
Caron na FaAgc Records Law W may be 6xWed io rMrd pe tres.
From: Zhang, Cheng
Sent: Thursday, October 31, 2024 9:31 AM
To: astocks(@stocksengineering.com
Subject: Technical Review Additional Information Request WQ0045908 (Taylor Lakes)
During the technical review period, it was discovered that additional information
regarding your Fast Track Sewer Extension permit application (WQ45908, KRJ Inc, Taylor
Lakes) is required to complete the technical review. As of the date of this email, per
Session Law 2024-49 Senate Bill 166 (Section 4.3), the technical review period (45 days)
is paused until we receive the additional information requested. Additional information
must be received within 30 days, or the application will be returned to the applicant,
however the fee will not be returned.
Please provide additional information for the following items:
• Section II. 5. Parcel ID, 1762056136 is not a valid Parcel ID in Wake County. From Wake
County GIS the two Parcels in the project are 1762352057 and 1762348900. The Parcel
ID numbers have been updated.
• Section V. 1., downstream sewer permit WQ0024669 is not related to KRJ Inc. Based on
the location of the downstream sewer connection point provided in the application, the
downstream sewer is probably Rockbridge Subdivision Phase 1 and 2 (WQ0029621, see
attached permit), please verify and confirm. I have reviewed the attached permit and
although we did not do that subdivision and I do not have any permitting documents for
it, this appears to be the correct permit number. I was also unable to find this permit
information on the environmental permit tracker. I am assuming this is due to the age of
the downstream sewer.
• Section VI. 6. Please check "Yes" since there is approved flow reduction. The box
indicating the flow reduction is now checked.
• Section IX. 6., Does this project require DOT encroachment, erosion/sediment control
permit, and NCG01 permit? If so, what is the status of permit applications? Please
update the cover letter to include application status of the related environmental
permits, and provide copy of permits, certificates, and approval documents, if available.
The cover letter now indicates the status of the additional required permits. The NCDOT

and DEQ environmental permits that we have received are attached.
• FTSE Section I . h. percentage of permitted flow used is 108% with current spray field,
what is the status of the approved spray field, when will it be available for spray? The
downstream sewer permit number WQ0042669 is for the Hills at Rockbridge, which is
not the immediate downstream sewer, probably should be WQ0029621. Revised. I
spoke with Mr. Stafford of KRJ Utilities, they spray field has already been cleared and
they expect to have it operational near the end of Q1 2025.
Thank you,
ChengZhang
Environmental Program Consultant
Office of Continuous Improvement (OCI)
Division of Water Resources - Raleigh Regional Office
North Carolina Department of Environmental Quality
cheng.zhang(@deg.nc.gov
919.791.4259 Office
919.817-3856 Mobile
6nWW1RSP~Ca ro and from Vws address rs w4ecf io Ow Nwh
cxuana P+bc Recwcls Law and may be ft:e asad io Pwrd par�es.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third
parties by an authorized state official.

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
U
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 301" day of November, 2006.
NORTH CAROLINA UTILITIES COMMISSION
A�L �.rt mv\*
Gail L. Mount, Deputy Clerk

SCHEDULE OF RATES
for
KRJ UTILITIES COMPANY
for water and sewer utility service in
Rockbridge Subdivision
Wake County, North Carolina
Metered Water Rates
APPENDIX B
PAGE 1 OF 2
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
Availabilitv Rates:'
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.

Returned Check Charge:
Bills Due:
Bills Past Due:
Billing Frequency:
APPENDIX B
PAGE 2OF2
$25.00
On billing date
15 days after billing date
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 30t" day of
November, 2006.