WQ0044089_Application (FTSE)_20230126

State of North Carolina
Department of Environmental Quality
Division of Water Resources
DW R
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: 1,o VOq (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Lutheran Retirement Ministries of Alamance County, NC (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: Pamela S. Fox per 15A NCAC 02T .0106(b)
Title: President/CEO
4. Applicant's mailing address: 3701 Wade Coble Drive
City: Burlington State: NC Zip: 27215-
5. Applicant's contact information:
Phone number: [phone] Email Address: pfoxe,twnlakescomm.org
II. PROJECT INFORMATION:
1. Project name: Twin Lakes Community — The Stockton Apartments Development
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: Alamance
4. Approximate Coordinates (Decimal Degrees): Latitude: 36.0829' Longitude:-79.5219'
5. Parcel ID (if applicable): 106948 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Neal Tucker, PE License Number: 14985
Firm: Stimmel Associates, PA
Mailing address: 601 N. Trade Street, Suite 200
City: Winston Salem State: NC Zip: 27101-2959
Phone number: [phone] Email Address: ntucker e,stimmelpa.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: South Burlington WWTP Permit Number: NCO023876
Owner Name: City of Burlington, North Carolina
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ0036429
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS- 00226
Owner Name(s): Town of Elon
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: DEVbeen 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):
❑ 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
Has a flow reduction been approved under 15A NCAC 02T .01 14(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',6
No. of Units
Flow
1 Bedroom Apartments — Qty 9
120 gal/unit
4
1080 GPD
2 Bedroom Apartments — Qty 75
240 gal/unit
44
18000 GPD
Chapel
3 gal/Seat
32
96 GPD
Offices
25 gal/Employee
4
100 GPD
Total
19,276 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 .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01 14] shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 11716 GPD (per 15A NCAC 02T .01 14)
➢ 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
8 288 DI
➢ 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.I.b. ❑ 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 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(fl & (g)? ® Yes ❑ No
15A NCAC 02T.0305(fl 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
2Water 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 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(fl or (g), see Section X.1 of this application
*15A NCAC 02T.0305(g) contains alternatives where separations in 02T.0305(fl cannot be achieved. Please check "yes"
above if these alternatives are used and provide narrative information to explain.
**Stream classifications can be identified using the Division's NC Surface Water Classifications 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/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: Jordan Lake ❑ 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 213.0202
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 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. Aooroval 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, J• dW 1..-T�(4 , attest that this application for &4jAk
(Professional Engineer's name from Application Item III.I .) (Pr ject Name from Application Item II.I )
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 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 I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NrAo"itt"l-
North Carolina Professional Engineer's seal, signature, and date:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Pamela S. Fox, President/CEO attest that this application for Twin Lakes Community -The Stockton Apartments Develop.
(Signature Authority Name from Application Item I.3.) (Project Name from Application Item II.l )
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: _. Date: c z�.., zOZ�
i
FORM: FTA 06-21 Page 5 of 5

12/6/22, 1:50 PM
North Carolina Secretary of State Search Results
. Upload a PDF Filing ® Order a Document Online - Add Entity to My Email Notification List
. View Filings
Legal Name
Lutheran Retirement Ministries of Alamance County, North Carolina
Information
Sosld: 0088112
Status: Current -Active O
Date Formed: 4/29/1980
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: Fox, Pamela Sarsfield
►V
Reg Office
3701 Wade Coble Drive
Burlington, NC 27215
Officers
Reg Mailing
3701 Wade Coble Drive
Burlington, NC 27215
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1 /1

Division of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Twin Lakes (private)
Project Name for which flow is being requested: Twin Lakes - Stockton Apartments
More than one FTSE may be requiredfor a single project if the owner of the WWTP is not responsible for all pump
stations along the route of the proposed wasternater,/low.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: Town of Elon Collection System
b. WWTP Facility Permit #: WQCS00226
All flows are in MGD
c. WWTP facility's permitted flow
0.700 Elon South
Allocation
d. Estimated obligated flow not yet tributary to the WWTP
0.000 - Elon South
e. WWTP facility's actual avg. flow
0.483 - Elon South
f. Total flow for this specific request
0.019276 - Elon South
g. Total actual and obligated flows to the facility
0.503 - Elon South
h. Percent of permitted flow used
71.9% - Elon South
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, * (Finn / pt),
Avg. Daily Daily Flow, Obligated Available
Number) No. MGD MGD
Flow, MGD MGD Flow Capacity***
* The Firm Capacity (design flow) of any pump station is defined as the maximum pumped flow
that can be achieved with the largest pump taken out of service.
** Design Average Daily Flow is the firm capacity of the pump station divided by a peaking factor
(pf) not less than 2.5, per Section 2.02(A)(4)(c) of the Minimum Design Criteria.
*** A Planning Assessment Addendum shall be attached for each pump station located
between the project connection point and the WWTP where the Available Capacity is < 0.
Downstream Facility Name (Sewer): Twin Lakes (Private)
Downstream Permit Number: N/A
Page 1 of 6
FTSE 10-18

III. Certification Statement:
I Richard Roedner 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 adyquate capacity to transport and treat the proposed new wastewater.
//zG/ze,�
Signing ffici Si nature Date
awe, 7
Title of Signing Official
Page 2 of 6
FTSE 10-18

State of North Carolina
Department of Environment and Natural Resources W_R_D
Division of Water Resources
f)1miM011of WAler Re'&aurce% Flow Tracking/Acceptance for Sewer Extension Permit Applications
(FTSE 10-18)
Entity Requesting Allocation City of Burlington
Project Name for which flow is being requested: Twin Lakes -Stockton Apartments
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: South Burlington WWTP
b. WWTP Facility Permit #: NCO023976
All flows are in MCD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.199874
e. WWTP facility's actual avg. flow 6.330000
f Total flow for this specific request (0.019276) Elon Allocation 0.000000
g. Total actual and obligated flows to the facility 7.529874
h. Percent of permitted flow used 62.75%
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 Obligated,
Average Daily Approx. Not Yet Total Current
Pump Station Firm Flow** Current Avg. Tributary Flow Plus
(Name or Capacity, " (Firm/po, Daily Flow, Daily Flow, Obligated Available
Number) GPD GPD GPD GPD Flow Capacity`'*
NONE
* 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 s 0.
Downstream Facility Name (Sewer) : Twin Lakes Private
Downstream Permit Number: NIA
1 of 6 FTSE 10-18

111. Certification Statement:
I, 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.
w.%� 7-,-,--� ZlIf7aza
Signing Official Signature
City Engineer
Title of Signing Official
Date
2 of 6 FTS E 16-18

Elon FTSE Accounting Form - South Plant
2022 Calendar Year Flows
Berwick Meter
0.163
Michaels Branch Meter
0.398
Westbrook Meter
0.078
Total Flow
0.483
Allocated Flows - Non -Tributary
Orange Drive Sewer
0.00096
Total Allocated - Non Tributary Flows
0.00096
Proposed Flows
Twin Lakes - Stockton Apartments
0.019276
Total Flows 0.503
Permitted Flows 0.700
Percentage of Permitted Flow
71.9%

W
�—i
`!
Z
CY
U
Z
J
J_
Z
O
m
CD
U)
CD
Cn
D
lu
o r
U U
V
> o
> j
O
m
IL =
N
W
N
O �
M c
O
a
N �
(� Z
A
o E
M
y _d
WN
dS'
O
m ul
N
p
c c
o a
p
� o
c w
o c
r
Z d
O
O
a m
Z
O
o
c n
O �V
A
O
O
Z
t�
~ E
cn
u) Q
Da
0
r
N
CV
O
N
O
M

State of North Carolina
DWR
Department of Environment and Natural Resources
Division of Water Resources
Division of Water Resources Watershed Classification Attachment (WSCAS 01-15)
Along with this form, submit a color copy of a USGS Topographic Map to identify the project area and waterbodies.
Each map or maps must show the location of the sewer system and include location identifiers where the system
traverses over or near waterbodies. The map should have location ID's for each different waterbody and
corresponding classifications should be recorded.
Include the completed form and map portions with the permit application for submittal to the appropriate review
agency. A list of the Division's regional offices, their county coverage, and contact information can be obtained from:
http://Portal.ncdenr.org/web/­wq/home/­ro
Location ID Name of Waterbody' River Waterbody Waterbody
Basin Index No. Classification
C20SE6 Ingle Branch Cape Fear 16-19-5-2 WS-V; NSW
1 If unnamed, indicate "unnamed tributary to V, where X is the named waterbody to which the unnamed tributary joins.

l certify that as a Registered Professional Engineer in the State of
North Carolina that I have diligently followed the Division's instructions
for classifying waterbodies and that the above classifications are
inclusive of the stated project, complete and correct to the best of my
knowledge and belief.
PE Seal, Signature and Date
t+,`���rirrrrri<t�+"r
y\ CAP 'of
EAL
/q
s� e o

D W-- R
0.2mi 36.096 -79.531 Degrees

CAPE FEAR RIVER BASIN
Name of Stream
Subbasin
Stream Index Number
Map Number
Class
Horse Creek
CPF14
18-23-14
G22NW4
WS-III
Horse Pen Branch
CPF13
18-20-20
F23SW5
C
Horse Pen Branch
CPF21
18-74-3-1
G27NW4
C;Sw
Horsepen Branch
CPF16
18-61-4-1
J25NEB
WS-IV;Sw
Horsepen Branch
CPF19
18-68-1-17-12
H25SW2
C;Sw
Horsepen Branch
CPF21
18-74-12
G27SE1
C;Sw
Horsepen Branch
CPF22
18-74-19-9-2
G26SE1
C;Sw
Horsepen Creek
CPF02
16-11-5-(0.5)
C19SW2
WS-III;NSW
Horsepen Creek
CPF02
16-11-5-(2)
C19NE7
WS-III;NSW,CA
Housland Branch
CPF21
18-74-16
G27SE4
C;Sw
Howard Channel
CPF24
18-87-13
J28SW2
SA;ORW
Howard Pond
CPF19
18-68-1-17-7
H24NE3
C;Sw
Howe Creek
CPF24
18-87-23
J27SE8
SA;ORW
Hudson Branch
CPF04
16-27-4-1
D22NW2
WS-II;HQW,NSW
Hughes Creek
CPF07
18-4-7
E22SE4
WS-IV
Hughes Mill Creek
CPF02
16-14-6-1
B21SE8
WS-II;HQW,NSW
Hunting Branch
CPF04
16-28-2
D21NW9
WS-V;NSW
Hybarts Branch
CPF15
18-27-5-1-1
G23SW5
C
Indian Branch
CPF13
18-20-26-1
F23NE7
WS-IV
Indian Creek
CPF05
16-41-1-18-(1)
D23SW5
WS-IV;NSW
Indian Creek
CPFO5
16-41-1-18-(2)
D23SW4
WS-IV;NSW,CA
Indian Creek
CPF10
17-35
E21SE4
WS-IV
Indian Creek
CPF16
18-46-4
I24NE2
C
Indian Creek
CPF17
18-70
J26SE4
C;Sw
Indian Creek (Jessups Pond)
CPF16
18-42-1
H24SW1
C
Ingle Branch
CPF03
16-19-5-2
C20SE6
WS-V;NSW
Intracoastal Waterway
CPF24
18-87
J29NW2
SA;ORW
Intracoastal Waterway
CPF24
18-87-(5.5)
J28NE3
SA;HQW
Intracoastal Waterway
CPF24
18-87-(11.5)
J28SW2
SA;ORW
Intracoastal Waterway
CPF24
18-87-(23.5)
K27NE2
SA;HQW
Intracoastal Waterway
CPF24
18-87-(25.5)
K27NE5
SA;ORW
Intracoastal Waterway
CPF24
18-87-(30.5)
K27SW3
SA;HQW
Intracoastal Waterway
CPF17
18-88-9
L26NE4
SA;HQW
Intracoastal Waterway
CPF17
18-88-9-(3.5)
L26NE9
SC
Island Creek
CPF22
18-74-27
H27SW4
C;Sw
Island Creek
CPF23
18-74-50
J27SE5
C;Sw
Jack Branch
CPF05
16-41-6-1-(1)
D23SW9
WS-V;NSW
Jack Branch
CPF05
16-41-6-1-(2)
D23SW9
WS-IV;NSW
Jackeys Creek
CPF17
18-77-3
K26NE6
C;Sw
Jacks Ford Branch
CPF15
18-31-24-5-2
G23SW1
C
James Creek
CPF14
18-23-13
G21NE5
WS-III
Jennie Creek
CPF15
18-31-2
G21NE7
C
Jenny Branch
CPF08
17-8-2
D19NE1
WS-IV:*
Jim Branch
CPF07
18-7-4
E23SW3
C
Joes Fork
CPF14
18-23-3-1
G21NW1
WS-III
John Creek
CPF24
18-87-30
K27SE1
SA;ORW
Johns Branch
CPF17
18-64-6
J25SEB
C;Sw
Johns Swamp Branch
CPF20
18-68-17-6
I25SE1
C;Sw
Johnson Branch
CPF04
16-31-1
D21SE4
WS-V;NSW
Johnson Branch
CPF13
18-20-25-1
F23NW9
C
Johnson Creek
CPF12
17-43-6-1
D21SW5
WS-III
Johnson Mill Race
CPF19
18-68-1-17-13
H25SW2
C;SW
Jolly Branch
CPF06
16-41-1-15-1-2
D22NE5
WS-V;NSW
Page 13 of 31 2013-12-09 10:33:07

SUITE601 N. TRADE 0
WN SON367Sti me) Amep.com23.1067
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING
EXHIBIT
date: 12-7-22 job #: 20-083
project: TWIN LAKES COMMUNITY - STOCKTON APARTMENTS
LAND PLANNING scale: 1"=200' sheet 1 of 1
description: TWIN LAKES STOCKTON APARTMENTS SEWER
AERIAL MAP

'7 sti mmel 601 N. TRADE STREET, SUITE 200
WINSTON-SALEM, NC 27101
."' www.stimmelpa.com 336.723,1067
January 25, 2023
NCDENR
DWR —Winston-Salem Regional Office
450 W. Hanes Mill Road, Suite 300
Winston-Salem, NC 27105 Aja
Attn: Jenny Graznak
Re: Fast -Track Sewer Application
Twin Lakes Community — The Stockton Apartments Development
Elon, NC
Dear Jenny:
Win�ion-Salem
Regional Office
Attached you will find a Fast -Track Application for a private sewer extension to serve the above referenced
project and supporting information. The system design is for a new 8-inch gravity system to serve a
Two Phase, total 84 Unit multi- family residential with a small chapel and a couple offices.
Sewer flows are 100% domestic and are estimated at a net new increase of 19,276 gallons per day.
The new sewer service line will tie into an existing private manhole owned by the Twin Lakes Community.
Sewer will be treated by the City of Burlington.
The following information is included for your review and approval:
# Copies
Description
1
Review fee check in the amount of $480
2
Fast -Track Application Form
2
NC Secretary of State documentation
2
Flow Tracking / Acceptance Form
2
Site Map on 8.5" x 11" USGS Quad Map
2
Watershed Classification Attachment
2
Aerial Sewer Exhibit
If you have questions or need additional information, please contact me at [phone] or
ntucker ccDstimmelpa.com.
Sincerely,
J. Neal Tucker, PE
Partner / Director of Civil Engineering
Attachments
Cc: File
Pam Fox - Twin Lakes
LANDSCAPE ARCHITECTURE CIVIL ENGINEERING LAND PLANNING