WQ0044804_Application_20231012

NC Dept of Envlronrzertal Qu9jity State of North Carolina
Department of Environmental Quality
OCTDWR 11202q' Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Raleigh Rt~�+io1�ali 11`�r.�
Application Number: (f� (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: City of Durham (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ® Municipal
3. Signature authority's name: Robert N. Joyner per I SA NCAC 02T .0106(b)
Title: Development Review Group Manager
4. Applicant's mailing address: 101 City Halt Plaza
City: Durham State: NC Zip: 27701-
5. Applicant's contact information:
Phone number: (919) 5604326 Email Address: robertJoynet @durhamnc.eov
11. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
NC Dept of bliviroamental Quality
OCT 12 2023
Raleigh Regional Officc
1. Project name: Townes at Courtney Creek Phase 3
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00 and issued date: ,
For modifications, also attach a detailed narrative description as described in Item G of the checklist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Durham
4. Approximate Coordinates (Decimal Degrees): Latitude: 35.94625' o4itude:-78.8922'
5. Parcel ID (if applicable): 226530 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Jamie B. Guerrero License Number: 034417
Firm: Morris & Ritchie Assoc., PC
Mailing address: 530 Hinton Pond Road, Ste. 104
City: Kni¢htdale State: NC Zip: 27545-
Phone number: [phone] Email Address: iguerrero(a.mraeta.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Triangle WWTP Permit Number: NCO026051.
Owner Name: Durham County
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ 04 22827
2. Downstream (Receiving) Sewer Information: 8 inch N Gravity : Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00005
Owner Name(s): City of Durham
FORM: FTA 06-21 Page 1 of 5

VI. GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes [-]No ® N.A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DM been attached?
❑ Yes ❑ No [D WA
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 ®NfA
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 f preschool i day care ❑ Medical / dental / veterinary facilities ❑ Swimming Pool/Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool/Filter Backwash
❑ Businesses 1 offices 1 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. Hasa flow reduction been approved under 15A NCAC 02T .0114(f)? []Yes ®No
➢ If yes, provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow'"
No. of Units
Flow
Residential dwelling units (4 bedroom)
480 gal/day
76
36480 GPD
gal/
GPD
gaU
GPD
gall
GPD
gall
GPD
gaU
GPD
Total
36480 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) for caveats to wastewater design flow rates (i.e., minimum flow per
dwelling; proposed unknown non-residential development uses; public access facilities located near high public use areas;
and residential property located south or east of the Atlantic Intracoastal Waterway to be used as vacation rentals as defined
in G.S. 42A-4).
b Per 15A NCAC 02T .0I 14(c), design flow rates for establishments not identified (in table 15A NCAC 02T.01 l4] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 36,480 GPD (per I SA NCAC 02T _0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑ Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑ Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 06-21 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
184.7
PVC
8
1068.7
DIP
➢ 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: Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.0 tC. 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 06-21 Page 3 of

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) & (Q)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
ZWater mains (vertical - water over sewer preferred, including in benched trenches)
18 inches
'Water mains (horizontal)
10 feet
Reclaimed water lines (vertical - reclaimed over sewer)
18 inches
Reclaimed water lines (horizontal - reclaimed over sewer)
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class Ii impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-1 or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305 f() or (g,Z see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(#) 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 w ne
2. Does this project comply with the minimum separation requirements for water mains? ® Yes [—]No ❑ NIA
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ®Yes [:]No ❑ N1A
➢ 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: Cape Fear ❑ 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 coveragelauthorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T,0I05(c)(6), directly related environmental permits or certification applications must be being prepared,
have been applied for, or have been obtained. Issuance of this permit is contingent on issuance of dependent permits (erosion
and sedimentation control plans, stormwater management plans, etc.).
7. Does this project include any sewer collection lines that are deemed "high -priority?" ❑ Yes ® No
Per 15A NCAC 02T.0402, "high -priority sewer" means any aerial sewer, sewer contacting surface waters,
siphon, or sewers positioned parallel to streambanks that are subject to erosion that undermines or deteriorates the sewer.
Siphons and sewers suspended through interference/conflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 06-21 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version). and the Gravity Sewer_ Minimum -Design Criteria (latest -version) as applicable?
® Yes ❑ No
If no, for projects requiring a single variance, complete and submit the Variance/Alternative Design Request application
(VADC 10-14) and supporting documents for review to the Central Office. Approval of the request will be issued
concurrently with the approval of the permit. and projects requiring a variance approval may be subject to longer
review times. For projects requiring two or more variances or where the variance is determined by the Division to be a
siEnificant portion of the vroiect, the full technical review is required.
2. Professional Engineer's Certification:
1 Jamie B. Guerrero, PE attest that this application for Townes at Courtney Creek Phase 3
_ .
(Professional Engineer's name from Application Item 11:.1.) (Project Name from Application Item II 1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge. I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Design Criteria for Gmvity Sewers latest version), and the Minimum Design Criteria for the Fast -Traci: Permittin,
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 1 have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCAC 56.0701)
................................ .., i• �1 41.,............. _. ........
North Carolina Professional Engineer's seal, signature, and date: i 00, , N CAR
�•,• ���Q4at=� ssoy�� ` �
i SEAL •.
034417 =
'41123
3. Applicant's Certification per 15A NCAC 02T.0106(b)-
I,
Robert N. Joyner, Jr., PE Townes at Courtney Creek Phase 3
(Signature Authority Name from Application Item 1.3.),attest that this application for (Project Name from Application Item I. 1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
1 understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. 1 understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, ariftr criminal prosecution. i will make no claim against the Division
of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this application
package are not completed and that if all required supporting information and attachments are not included, this application
package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: 3 Date. rd 4 hoZ3
FORM: FTA 06-21 Page 5 of 5

State of North Carolina
DWRNC Dept of Environmental Quality Department of Environmental Quality
Division of Water Resources
non of ►�'-•-* Resources OCT 1 2DZ3 Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocations h ity oor ulial('rnari�
Project Name for which flow is being requested: Townes at Courtney Creek Phase 3
More than one FTSE maybe required far 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: Triangle Wastewater Treatment Plant
b. WWTP Facility Permit #: NC0026051
All flows are in MGD
c. WWTP facility's permitted flow 12
d. Estimated obligated flow not yet tributary to the WWTP 2.489
e. WWTP facility's actual avg. flow 4.389
f. Total flow for this specific request 0.03648
g. Total actual and obligated flows to the facility 6.914
h. Percent of permitted flow used 57.6
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
Average Approx. Obligated, Total
Pump Pump Daily Current Not Yet Current
Station Station Firm Flow** Avg. Daily Tributary Flow Plus
(Name or Permit Capacity, * (Firm / pf), Flow, Daily Flow, Obligated Available
Number) No. MGD MGD MGD MGD Flow Capacity***
NIA
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Durham County Sewer
Downstream Permit Number: WQCS00038
Page 1 of 6
FTSE 10-18

Ill. Certification Statement:
kcpD \er - br', 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 nonnal 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 I1 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
,Signing Official .Signrilure Q Dale
Tiller of ,Sign* (fflicial
ILCS I "-�
Page 2 of 6
FTSp 1 0- l 8

State of North Carolina
Department of Environmental Quality
DW�'R Division of Water Resources
-Division of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: City of Durham
Project Name for which flow is being requested: Townes at Courtney Creek PH. 3
More titan one FTSE ►stay 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:
b. WWTP Facility Permit #:
All flows are in MGD
c. WWTP facility's permitted flow
d. Estimated obligated flow not yet tributary to the WWTP
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
I . 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
(Nameor Permit Capacity,* (Firm /pf), Avg. Daily Daily Flow, Obligated
Available
Number) No. MGD MGD Flow, MGD MGD Flow
Capacity***
No pump stations involved, existing downstream sewer main from point of tie-in to point of transfer
to Ili irhaM
County main is gravity flow with sufficient capacity to serve proposed extension.
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Triangle Treatment Plant
Downstream Permit Number: WQ-0022827
Page 1 of b
FTSE 10-18

111. Certification Statement:
I Robert N. Joyner A, 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 h uate cap ity to transport and treat the proposed new wastewater.
� o zap
l ¢
Signing Official Si�gna a n„rp
C 6 1/
Title of Signing Official
Page 2 of 6
USE 10-18

PUBLIC WORKS
CITY OF DURHAM
October 6, 2023
N.C. Department of Environmental Quality
Division of Water Resources
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Dear Sir/Madam:
Subject: Sewer Permit Application - Public
Townes at Courtney Creek PH 3
NCDept0f`Enviror,mLural Quali ty
OCT 11 ZOD
Raleigh Regional ()ff cc
Please find enclosed the subject application package, which includes the original and one copy of the
completed application forms (FTA 06-21) and flow acceptance letters, (form FTSE-10/18 from the City
of Durham and Durham County), the appropriate topographic maps, the engineers' narrative dated
September 19, 2023 and the $480.00 fee for the application.
Should you have questions or comments, please do not hesitate to contact me at [phone], ext.
30229.
ly,
Robert N. Joyne , r., P.E.,
Development Review Group Manager
City of Durham
Dept. of Public Works
101 City Hall Plaza, Third Floor, Durham, NC 27701 919.560.4326 DurhamNC.gov {o;iow Us @CityofDurhamNC
00

MORRIS & RITCHIE ASSOCIATES OF NC, PC a V 1.16
AN AFFILIATE OF MORRIS & RITCHIE ASSOCIATES, INC WHICH ON
PROVIDES ENGINEERING ARCHITECTURE, PLANNING, SURVEYING &
LANDSCAPE ARCHITECTURE THROUGHOUT THE MID -ATLANTIC REGION
September 19, 2023
NCDENR -- Water Quality Section NC Dept of D-t" rCsmnunital Quality
Raleigh Regional Office
1628 Mail Service Center
Raleigh, NC 27699-1628
Re: Fast Track Sewer Extension Application
Townes at Courtney Creek Phase 3
Durham, NC
Dear Sir or Madam:
p&-7..1
Raleigh Region"11 MCC
_aiu
Enclosed is the FTA-04= l 6 and supporting documentation for the sewer extension associated
with the approved Townes at Courtney Creek Phase 3 subdivision. The Townes at Courtney Creek
Phase 3 consists of 76 townhouses. The wastewater generated from the residential subdivision will
be collected via an 8" gravity sewer system and discharge into an existing 8" gravity sewer located
on the west side of the subject property. The townhouse units will consist of 4 bedrooms. The total
daily design flow is 36,480 GPD. The downstream wastewater treatment facility is the Triangle
Wastewater Treatment Plant.
Applicant Information: City of Durham
Robert N. Joyner, Jr., PE
Development Review Group Manager
101 City Hall Plaza
Durham, NC 27701
Robert.joyrler a durhamnc.gov
Design Engineer Information: Morris and Ritchie Associates of NC, PC
Jamie B. Guerrero, PE
5605 Chapel Hill Road, Ste 112
Raleigh, NC 27607
JGuerrero®mra tg a.com
Please let me know if additional information is needed.
Sincerely,
Jamie B. algltailysigned byJamie B.
Guerrero
Guerrero Date: 2023.09.1912:18:48.0400
Jamie B. Guerrero, PE, CPSWQ
Principal
5605 Chapel Hill Road Suite 112, Raleigh, NC 27607 [phone] www,mragta.com
Abingdon, MD + Baltimore, MD + Laurel MD + Towson, MD + Georgetown, DE + New Castle, DE + Leesburg, VA + Raleigh, NC
[phone] [phone] [phone] [phone] [phone] [phone] [phone] [phone]

mMORRIS & RITCHIE ASSOCIATES OF NC, PC USGS
aaNOn ARMnCIS, PLANNERS, SURMETORS AM uNDSUPE ARCHITECTS SOUTHWEST DURHAM QUAD
530 HINTON POND ROAD, SLITS 104
KNIGHTDALE, NC 27545
[phone] COURTNEY CREEK PHASE 3
WWW.MRAGTA.COM
N 2W MOV4 d WWE A$$WATE50F NO P.O-' DJHHAM W. CITY OF DURHAM NC
SCALE: NTS DATE: I DRAWN BY: DESIGN BY: I REVIEW BY: JOB NO. : 1 9772