WQ0045713_Council_Creek_Phases_2_and_3_FTSSE_Permit_Application_20240813

rlyivklm
Nc Department of
Environmental Quality
Received
AUG 13 2024
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Winston-Salem FAST TRACK SEWER SYSTEMEXTENSION APPLICATION
Division of Water Resources Regional Office' FTA 10-23& SUPPORTING DOCUMENTATION
Application Number: 1ti4� ot) 71.3 (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 Graham (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: Aaron Holland/ per I SA NCAC 02T .0106(b)
Title: Assistant City Manager
4. Applicant's mailing address: P.O. Box 357, 201 South Main Street
City: Graham ' State: NC Zip: 27253-
5. Applicant's contact information:
Phone number: 336) 570-6700 Email Address: aholland4cityoferaham.com
II. PROJECT INFORMATION:
1. Project name: Council Creek - Phases 2 and 3 "
2. Application/Project status:® �roposed (New Permit) ❑ Existing Permit/Project ❑ ARPA funded
If a modification, provide the existing permit number: WQ00 and issued date:
For modifications, also attach adetailed narrative description as described in Item G of the checldist.
If new construction, but part of a master plan, provide the existing permit number: WQ00
3. County where project is located: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude:36.032127' Longitude:-79.415741'
5. Parcel ID (if applicable): 131214 (or Parcel ID to closest downstream sewer)
II1. CONSULTANT INFORMATION:
1. Professional Engineer: Charles P Truby, Jr License Number: 14984
Firm: CPT Engineering and Surveying, Inc
Mailing address: 4400 Typing Street
City: High Point" State: NC ' Zip: 27265-
Phone number: 336) 812-8800 Email Address: chuckt(@cvtenpineering.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Burlington W WTP l Permit Number: NCO023876
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0043800
2. Downstream (Receiving) Sewer Information: 8 inch xGravity El Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00065
Owner Name(s): City of Graham '
FORM: FTA 10-23 Page 1 of 5

Vl. 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.0I 15(c) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
M�esidential(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. Hasa flow reduction been approved under 15A NCAC 02T .0114(t)? []Yes ❑ No
➢ If yes provide a copy of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow °.b
No. of Units
Flow
Single Family (3 Bedroom) r
225 gal/day
56
12,600 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
12,600 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: 12,600 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, please indicate why:
❑Pump Station/Force Main or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line.
Please provide supplementary information indicating the approximate timeframe for permitting upstream sewers with flow.
❑Flow has already been allocated in Permit Number: Issuance Date:
❑ Rehabilitation or replacement of existing sewers with no new flow expected
❑ Other (Explain):
FORM: FTA 10-23 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) - 02T .0305&MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
405
PVC
8
94
DIP
Total
499
➢ 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):
PROVIDEA SEPARATE COPY OF THIS PAGEFOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: D Longitude: - °
3. Total number of pumps at the pump station:
3. Design flow of the pump station: millions gallons per day (firm capacity)
➢ This should reflect the total GPM for the pump station with the largest pump out of service.
4. Operational point(s) per pump(s): gallons per minute (GPM) at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.I.b. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliabilityin 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 facilityand may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO270305(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 applicantand is compatible with thestation.
➢ 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 timetrames, 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(0):
1. Does the project comply with all separations/alternatives found in l5A NCAC 02T.0305(f) & (a)? ® Yes ❑ No
15A NCAC 02T.0305(f) contains minimum separations that shall be orovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18inches
'Water 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-1 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-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 1X.2)
50 feet
"Any other stream, take, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WI..
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 or tr see Section X.I of this application
* 15A NCAC 02T.0305W 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 webpaQe
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/scaled 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: 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 coverage/authorization is required.
6. Does project comply with 15A NCAC 02T.0105(c)(6) (additional permits/certifications)? ® �(es❑ 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.).
i
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:
I. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permitting of Pump Stations
and Force Mains (latest version), and the Gravity Sewer Minimum Design Criteria (latest version) as applicable?
® Yes ❑ No
lfno, 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 Off►ce.Apuoval 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 significant portion of the project, the full technical review is required.
2. Professional Engineer's Certification:
I, (_ k A P L. ES P72 u RVt T P_ , attest that this application for COU NC )L C Q_L:-6k P1+. 2- � 3
(Professional Engineer's name from Application Item Ill.l.) (Project Name from Application Item 11.1)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans,
specifications, engineering calculations, and all other supporting documentation to the best of my knowledge.I further
attest that to the best of my knowledge the proposed design has been prepared in accordance with the applicable regulations,
Minimum Desi_n Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track
Permitting of Purnp Stations and Force Mains (latest version). Although other professionals may have developed certain
portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this
material and have judged it to be consistent with the proposed design.
NOTE— In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the
application information, including failure to disclose any design non-compliance with the applicable Rules and design
criteria, may subject the North Carolina -licensed Professional Engineerto referral to the licensing board.(21 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: .••`� H CAR��'•�L
.• ;QofE9
f SEAL r
. n 14584
Applicant's Certification pert 5A NCAC 02T .0106(b): Q �' ( 3
j 1_ d PPr Z�
I, fah %�u�. G � �, attest that this application for �",CA � � �A
(Signature Authority Name froln Application Iteib 1.3.) (Project Name from Application Item 11.1)
attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge.
I understand that if all required parts of this application are not completed and that if all required supporting documentation
and attachments are not included, this application package is subject to being returned as incomplete. I understand that any
discharge of wastewater from this non -discharge system to surface waters or the land will result in an immediate enforcement
action that may include civil penalties, injunctive relief, and/or criminal prosecution. I will make no claim against the
Division of Water Resources should a condition of this permit be violated. I also understand that if all required parts of this
application package are not completed and that if all required supporting information and attachments are not included, this
application package will be returned to me as incomplete.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000 as well as civil penalties up to $25,000 per violation.
Signature: Xitft, Date: lI[;�� v'
FORM: FTA 10-23 Page 5 of 5

`WRY; C7
f_ A'
Division os Weter € -eso�irces
Entity Requesting Allocation: City of Grahame
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: Council Creek Phase 2/3:
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: City of Graham Collection System
b. WWTP Facility Permit #: WQCS 00065
All flows are in MGD
c. WWTP facility's permitted flow 0.500 Allocation to COB"
d. Estimated obligated flow not yet tributary to the WWTP .183 to COB '
e. WWTP facility's actual avg. flow .2031 to COB
f. Total flow for this specific request .0126,
g. Total actual and obligated flows to the facility .3987
h. Percent of permitted flow used 79.74% '
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)
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
Number)
No.
MGD MGD
Flow, MGD
MGD Flow
(E)=(A-D)
Available
Capacity* * *
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow that can be
achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor (pf) not
less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located between the
project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Council Creek Phase 1
Downstream Permit Number: WQ0043800
Page 1 of 6
FTSE 10-23

III. Certification Statement:
I Aaron T. Holland certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and 11 plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
Mfyicial Signature
ssf . 611 y 40fq or.
Title of Signing Official
;W
Date
Page 2 of 6
FTSE 10-23

State of North Carolina
Department of Environment and Natural Resources
" i7►w�s�o� of Warmer Rcsourccs Division of Water Resources
Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-23)
Entity Requesting Allocation City of Burlington'
Project Name for which flow is being requested: Council Creek Phases 2 & 3
More than one PINK may be required for a single project ij the owner of the WWTP is not responsible for all
pump stations along the route of the proposed wastewater flow.
Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name:
b. WWTP Facility Permit M
South Burlington WWTP/
NC0023876
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.506664
e. WWTP facility's actual avg. flow 6.922000
f. Total flow for this specific request 0.012600
g. Total actual and obligated flows to the facility 8.441264
h. Percent of permitted flow used 70.34% 3
I1. Complete this section for each pump station you are responsible for along the route of this
proposed wastewater flow.
List pump stations located between the project connection point and the WWTP
(A)
(B)
(C)
(D)=(B+C)
(E)=(A-D)
Design
Average
Approx.
Obligated,
Total
Pump
Daily
Current
Not Yet
Current
Station
Pump Firm Flow**
Avg. Daily
Tributary
Flow Plus
Available
(Name or
Station Capacity, * (Firm/pf),
Flow,
Daily
Obligated
Capacity**
Number)
Permit No. GPD GPD
GPD
Flow, GPD
Flow
+r
* The Firm Capacity 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 pumpstation divided by a peaking
factor (pf) not less than 2.5.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity <_ 0.
Downstream Facility Name (Sewer)
Downstream Permit Number:
Page l of 6
FTSE 10-23

III. Certification Statement:
1, W. Todd Lambert. P.E. ' 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 asssessment 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.101
' e
Signing Official Signature Date
City Engineer
Title of Signing Official
Page 2 of 6 FTSE 10-23

Em
Engineering & Surveying�,p1Prr11ent of
Environmental
eceive
To: NCDENR
Winston-Salem Regional Office- Water Quality Sec.
450 W. Hanes Mill Rd, Suite 300
Winston-Salem, NC 27105
We are sending you:
® Attached ❑ Under separate cover via :
LETTER OF TRANSI4IITA7,
Date: 8/13/2024 50
Attention: Kegional Office
Re: Council Creek — Phase 2, 3
Sanitary Sewer Fast Track
the following items:
❑ Plans ❑ Diskette(s) ® For Approval ® For Review ❑ Specifications
® Other: applications
Quantity
Dw . No.
Description
Status
1
Fast Track application package
H
1
$600 check #5974
H
Status Code: A. Approved D. Rejected - See Remarks G Approved - As noted
B. Sign and Return E. For your information H. As Requested
C. Amend and Resubmit F. Refer to Remarks I. Review and Comment
Remarks:
Please find attached the Fast Track sewer application package for the public systems for the above
project phases 2 and 3
PLEASE LET ME KNOW IF YOU NEED ANYTHING FURTHER, OR HAVE ANY QUESTIONS.
THANK YOU
J Un ,('acue�c
Tim Lauer
CPT Engineering and Surveying, Inc.
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cpten2ineering.com

Engineering & Surveying, Inc.
August 12, 2024
North Carolina Department of Environment and Natural Resources
Water Quality Section
450 West Hanes Mill Road, Suite 300
Winston-Salem, N.C. 27105
336-776-9800
Re: Fast -Track Application (FTA 10-23)
For: Council Creek Phases 2 and 3, Public Sewer System Extension
Alamance County, Graham, NC
On behalf The City of Graham, we are submitting herewith for your review and approval the following documents
relative to the above referenced project:
- (2) Fast -Tract Application package's
- (2) Flow Tracking / Acceptance forms and letters
- (1) Check in the amount of $600.00
This site currently has approved 401 and 404 permits
- 401 Certification No. WQC004337 dated June 1, 2021
- 404 Action Id. SAW-2020-01357 signed June 21, 2021
Specifications for this project will be per the City of Graham standards and specifications. We respectfully request
your review and approval of these items. If you have any questions or need any additional information, please give
me a call.
Thank you for your assistance with this matter.
Sincerely,
CPT Engineering and Surveying, Inc
Jun .Crum
Tim Lauer
Enclosures
4400 Tyning Street • High Point, NC 27265 Phone: [phone] • Fax: [phone]
www.cpten ineerin

NARRATIVE
FOR
COUNCIL CREEK
PUBLIC SANITARY SEWER EXTENSION
(Phase 2 and 3)
ALAMANCE COUNTY
CITY OF GRAHAM, NORTH CAROLINA
August 12, 2024
OWNER/DEVELOPER:
Keystone Group, Inc
Contact: Scott Wallace
3708 Alliance Drive
Greensboro, North Carolina 27407
[phone]
CPT Enzineerine and Surveying, Inc.
4400 Tyning Street High Point, NC 27265
Phone [phone] • Fax [phone]

Council Creek:
Public Sanitary Sewer Extension (Phase 2 and 3)
PROJECT DESCRIPTION
The project is located on an approximately 34.4 acre tract (total) in Alamance County,
City of Graham, NC. The purpose of the project is to construct at total of 92 single family
homes for sale with associated paved public roads including the extension of existing
water and sewer service. The proposed water and sewer extensions will be publicly
owned and maintained by The City of Graham and will be constructed in 3 phases. The
Proposed public sanitary sewer system in phase 2 and 3 of this project will consist of 8"
Gravity Sewer serving 56 single-family lots. The allocation is based on single family with
3 bedrooms with a flow rate of 225 gallons per day for a total flow allocation of 12,600
GPD.
SITE DESCRIPTION
The site consists of 34.4 acres more or less, site is vacant.
ADJACENT PROPERTY
Land use in the vicinity is a mix of single residential and agricultural uses.
SOILS INFORMATION
Per the WEB Soil Survey the soil in the project area is mapped as
CnB2 Cullen clay loam, 2 to 6 percent slopes, moderately eroded
CnD2 Cullen clay loam, 10 to 15 percent slopes, moderately eroded
CnE2 Cullen clay loam, 15 to 45 percent slopes, moderately eroded
EnB Enon sandy loam, 2 to 6 percent slopes
EnD Enon sandy loam, 10 to 15 percent slopes
RvA Riverview loam, 0 to 2 percent slopes, occasionally flooded
RxE Rowan -Poindexter complex, 15 to 45 percent slopes

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Surface Water Classifications:
IL Stream Index:16-19-11
Stream Name: Little Alamance Creek (Gant Lake, Mays Lake)
(Alamance County)
'Description: From source to Big Alamance Creek
Classification: WS-V;NSW
Date of Class.: August 10 2009
River Basin: Cape Fear
Center of Site
Lat 36.0321270
Long-79.415741'
REF:
USGS QUAD MAP
BURLINGTON, N.C. 2016
EN&INEERIN6 AND SURVEYING, ING.
LAND DEVELOPMENT CANSULTING
NGBEL5 FIRM LIGEKSE NO. G-1315
F4400 TYNING 5TREET
' s HIGH POINT, NORTH GAROLINA 2-1265
PHONE: (55b) 812-8800 - FAX: [phone]
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0--- --0 PROP05ED SANITARY 5EVER
(D— ss ----@ EXI5TINC6 5ANITARY SEVER
COUNCIL CREEK
USGS QUAD MAP
GRAHAM,NC
5GALE: V=400'

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ENGINEERING AND SURVEYING, INC
LAND DEVELOPMENT CONSULTING
NGBEL5 FIRM LIGEWE NO. G-I315
4400 TYNING STREET
s HIGH POINT, NORTH GAROLINA 27265
PHONE: (556) 8I2-8800 — FAX: (356) 8I2-8780
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COUNCIL Ci;r=EK
STREET MAP
GRAHAM, NC
5GALE: I "=2000' ID

ENGINEERING AND SURVEYING, INC.
UoIU LAND DEVELOPMENT GON50LTING
NGBEL5 FIRM LIGEN5E NO. G-13T5
4400 TYNING 5TREET
�s HIGH POINT, NORTH CAROLINA 2-7265
PHONE: [phone] — FAX: [phone]
Pol� i
0— ` PROP05ED 5ANITARY 5EWER
®— & EXI5TING 5ANITARY SEWER
COUNCIL CREEK
AERIAL MAP
GRAHAM,NC
5GALE: I"=400' ID

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