WQ0044743_Application (FTSE)_20230907

k6 2� State of North Carolina
D_ W­; R_i c_ 1,I �. Jepartment of Environmental Quality
+C\'� (fj Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources FTA 06-21 & SUPPORTING DOCUMENTATION
Application Number: IkLoo 1170 (to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Elon University (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: Susan Kirkland per 15A NCAC 02T .0106(b)
Title: Assistant VP for Finance
4. Applicant's mailing address: 100 Campus Drive
City: Elon State: NC Zip: 27244-
5. Applicant's contact information:
Phone number: 336) 278-5428 Email Address: skirklandna.elon.edu
IL PROJECT INFORMATION:
1. Project name: Living and Learning Center at Loy Farm P wak l
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: 36.0607' Longitude:-79.4884'
5. Parcel ID (if applicable): 115754 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: Robert Tucker License Number: 040377
Firm: Bodhi Land and Design, PLLC
Mailing address: 1300 Silk Hope -Liberty Road
City: Siler Ci1y State: NC Zip: 27344-
Phone number: [phone] Email Address: bobby a,bodhilandanddesign.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: S. Burlington WWTP Permit Number: NCO023876
Owner Name: City of Burlington
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ n/a (installed in 1960s)
2. Downstream (Receiving) Sewer Information: 8 inch ® Gravity ❑ Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s):
FORM: FTA 06-21 Pagel of 5

THE COMPLETED APPLICATION PACKAGE INCLDING ALL SUPPORTING INFORMATION AND
MATERIALS, SHOULD BE SENT TO THE APPROPRIATE REGIONAL OFFICE:
REGIONAL OFFICE
ADDRESS
COUNTIES SERVED
Asheville Regional Office
2090 US Highway 70
Avery, Buncombe, Burke, Caldwell, Cherokee,
Water Quality Section
Swannanoa, North Carolina 28778-8211
Clay, Graham, Haywood, Henderson, Jackson,
[phone]
Macon, Madison, McDowell, Mitchell, Polk,
[phone] Fax
Rutherford, Swain, Transylvania, Yancey
Favetteville Regional Office
225 Green Street Suite 714
Anson, Bladen, Cumberland, Harnett, Hoke,
Water Quality Section
Fayetteville, North Carolina 28301-5095
Montgomery, Moore, Robeson, Richmond,
[phone]
Sampson, Scotland
[phone] Fax
Mooresville Regional Office
610 E. Center Avenue
Alexander, Cabarrus, Catawba, Cleveland,
Water Quality Section
Mooresville, North Carolina 28115
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
[phone]
Stanly, Union
[phone] Fax
Raleigh Regional Office
3800 Barrett Drive
Chatham, Durham, Edgecombe, Franklin,
Water Quality Section
Raleigh, North Carolina 27609
Granville, Halifax, Johnston, Lee, Nash,
[phone]
Northampton, Orange, Person, Vance, Wake,
[phone] Fax
Warren, Wilson
Washington Regional Office
943 Washington Square Mall
Beaufort, Bertie, Camden, Chowan, Craven,
Water Quality Section
Washington, North Carolina 27889
Currituck, Dare, Gates, Greene, Hertford, Hyde,
[phone]
Jones, Lenoir, Martin, Pamlico, Pasquotank,
[phone] Fax
Perquimans, Pitt, Tyrrell, Washington, Wayne
Wilmington Regional Office
127 Cardinal Drive Extension
Brunswick, Carteret, Columbus, Duplin, New
Water Quality Section
Wilmington, North Carolina 28405
Hanover, Onslow, Pender
[phone]
[phone] Fax
Winston-Salem Regional Office
450 W. Hanes Mill Road
Alamance, Alleghany, Ashe, Caswell, Davidson,
Water Quality Section
Suite 300
Davie, Forsyth, Guilford, Rockingham, Randolph,
Winston-Salem, North Carolina 27105
Stokes, Surry, Watauga, Wilkes, Yadkin
[phone]
[phone] Fax
INSTRUCTIONS FOR FORM: FTA 05-21 & SUPPORTING DOCUMENTATION Page 3 of 3

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. Hasa flow reduction been approved under 15A NCAC 02T .0114(D? ❑ 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 a,b
No, of Units
Flow
Tiny Home
240 gal/day
12
2880 GPD
Classroom
10 gal/student
20
200 GPD
Common House
240 gal/day
1
240 GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
3320 GPD
a See 15A NCAC 02T .0114(b), (dd),(e)(l) 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.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 3320 GPD (per 15A 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

VIL GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
6 (private) 587 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: 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.l.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 partof this permit application in the case of a multiple station power outage.
FORM: FTA 06-21 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & (g)? ❑ Yes ❑ No
15A NCAC 02T.0305(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
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 II' impounded reservoirs used as,a source of drinking water, and associated wetlands..
100 fe. t .
**Waiters classi Md WS (excepi *911 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
tf noncompliance with 02T.0305(f) or •g), see Section X.1 of this application
* 15A NCAC 02T.0305(a) 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 webpaee
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 varianq is. equired 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 pet• 15A NCAC 02$ .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.0 I 05(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 priorifylin6s shall be inspected by the permittee or its representative at least Once ev1q,s!x-months and
inspections'docrhnented per 15A NCAC 02T.0403(a)(5) or the permitiee'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 vroiects requiring two or more variances or where the variance is determined by the Division to be a
sianificant portion of the vroiect, the full technical review is required
2. Professional Engineer's Certification:
I, b4e/+ ING�Gp , attest that this application for Ua., &4 1t0►►M/AA
(Professional Engineer's name from Application Item III.1.) (Pr ect Name from App ation 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 Permitting
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of this
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which may
include a fine not to exceed $10,000, as well as civil penalties up to $25,000 per violation. Misrepresentation of the application
information, including failure to disclose any design non-compliance with the applicable Rules and design criteria, may subject
the North Carolina -licensed Professional Engineer to referral to the licensing board. (21 NCN15MOP
North Carolina Professional Engineer's seal, signature, and date: �,�� t� • • • 0
`e o�tiS S j0?-i,�
SEAL
0 037'
. _ �fl11141
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, 5-�e2A & ,r�Kt, attest that this application for L •V r n
(Signature Authority Name from Application Item I.3.) (ProjectZlanye from Applicatio Item II.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: K�1� Date: / s .- 3
FORM: FTA 06-21 Page 5 of 5

Title
Gravity Sewer Calculations
Project #
Project Name
Living and Learning Center at Loy Farm
Location
Burlington, NC
Quantities
Revised by
Checked By
Approved By
Name
IN Lauretta
B Tucker
Date
1 /2023
8/22/22/2023
O �'
LAND AND DESIGN
Comments:
Building Units
Tiny Home
SSWR Main 1 SSWR Main 2
SSWR Main 3 SSWR Main 4 Totals
# Building Units
12
12
Total Fixture Units
108 c
# of Bedrooms
24
Common House
# Building Units
1
1
Total Fixture Units
7
Total # of Bedrooms
0
Classroom
# Building Units
1
1
Total Fixture Units
20.5
# of Bedrooms
0
Total Fixture Units
135.5 0
0 0 135.5
Total Bedrooms
24 0
0 0 24
Total Unreduced Design Flow (gpd)
2880 0
0 0 2880
Table 709.1: Drainage Fixture Units
FIXTURE TYPE
DRAINAGE
VALUE AS LOAD FACTORS
FIXTURE UNIT
Common
(inches)
Footnote
Tiny Home House Classroom
Automatic clothes washers, commercial
3 a,g
1
Automatic clothes washers, residential
2 g
Bathroom group as defined in Section 202
(1.6 gpf water closet)
5
1
Bathroom group as defined in Section 202
(water closet flushing greater than 1.6 gpf)
6 f
Bathtub (with or without overhead shower or whi
2
Bidet
1
Combination sink and tray
2
Dental lavatory
1
Dental unit or cuspidor
1
Dishwashing machine, domestic
2 c
1 1 1
Drinking fountain
0.5
1
Emergency floor drain
0
Floor drains"
2 h
Floor sinks
In
Kitchen sink, domestic
2
1 1 1
Kitchen sink, domestic with food waste disposer a
2 i
Laundry tray (1 or 2 compartments)
2
Lavatory
1
Shower (based on the total flow rate through showerheads and body sprays)
Flow rate:
5.7 gpm or less
2
Greater than 5.7 gpm to 12.3 gpm
3
Greater than 12.3 gpm to 25.8 gpm
5
Greater than 25.8 gpm to 55.6 gpm
6
Service sink
2
Sink
2
2
Urinal
4
1
Urinal, i gallon per flush or less
2 e
Urinal, nonwater supplied
0.5
Wash sink (circular or multiple) each set of fauceti
2
Water closet, flushometer tank, public or private
4 e
2
Water closet, private (1.6 gpf)
3 e
Water closet, private (flushing greater than 1.6 gp
4 e
Water closet, public (1.6 gpf)
4 e

Water closet, public (flushing greater than 1.6 gpf; 6 e
Total Drainage Fixture Units = 9 7 20.5
For Si: 1 inch = 25.4 mm, 1 gallon = 3.785 L, gpf = gallon per flushing cycle, gpm = gallon per minute.
a. For traps larger than 3 inches, use Table 709.2.
b. A showerhead over a bathtub or whirlpool bathtub attachment does not increase the drainage fixture unit value.
c. See Sections 709.2 through 709.4.1 for methods of computing unit value of fixtures not listed in this table or for rating of devices with intermittent flows.
d. Trap size shall be consistent with the fixture outlet size.
e. For the purpose of computing loads on building drains and sewers, water closets and urinals shall not be rated at a lower drainage fixture unit unless the lower values are cons
f. For fixtures added to a bathroom group, add the dfu value of those additional fixtures to the bathroom group fixture count.
g. See Section 406.2 for sizing requirements for fixture drain, branch drain and drainage stack for an automatic clothes washer standpipe.
h. See Sections 709.4 and 709.4.1.
i. Fixture arm and trap shall be 11/2 inches minimum; vertical drain shall be 2 inches minimum.
Total Water Demand 56 gpm (from Figure 3(D) - Appendix B - NCDEQ Public Water Supply)
0.12 cfs
Peaking Factor 1
Peak Design Flow 0.12 cfs
Location: THOW Sanitary Sewer (ran at minimum slope conditions)
Material: PVC
Diameter = 6 in
Radius = ft
Fixed slope = 0.007 ft/ft
Manning's n = 0.013
Depth (in)
a (radians)
Area (ft2)
P (ft2)
Rh (ft)
V (ft/s)
Q (cfs)
Q (gpm)
0.75
1.45
0.01
0.36
0.04
1.11
0.02
7
1.5
2.09
0.04
0.52
0.07
1.68
0.06
29
2.1
2.53
0.06
0.63
0.10
2.02
0.12
56
3
3.14
0.10
0.79
0.13
2.40
0.24
106
3
3.14
0.10
0.79
0.13
2.40
0.24
106
4
2.64
0.13
0.91
0.14
2.61
0.34
151
5
2.09
0.16
1.05
0.15
2.72
0.43
193
5.2
1.54
0.18
1.18
0.15
2.72
0.49
219

State of North Carolina
Department of Environment and Natural Resources -WRDivision of Water Resources
Division of Water Resources 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: Living and Learning Center at Loy Farm
More than one FTSE may be required.for a single project if the owner of the TIIWTP is not responsible for all pump stations along
the route of the proposed wastewaterflow.
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 #: NCO023876
All flows are in MGD
c. WWTP facility's permitted flow 12.00
d. Estimated obligated flow not yet tributary to the WWTP 1.453489
e. WWTP facility's actual avg. flow 6.330000
£ Total flow for this specific request 0.003320
g. Total actual and obligated flows to the facility 7.786809
h. Percent of permitted flow used 64.89%
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,
Average Daily
Approx.
Not Yet
Total Current
Pump Station Firm Flow**
Current Avg.
Tributary
Flow Plus
(Name or Capacity, * (Firm/pf),
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 <_ 0.
Downstream Facility Name (Sewer) :
Downstream Permit Number:
1 of 6 FTSE 10-18

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vi

III. 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.
Signing Official Signature
City Engineer
Title of Signing Official
Date
2 of 6 FTSE 10-18

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3/1/23, 10:36AM
North Carolina Secretary of State Search Results
• Upload a PDF Filing - Order a Document Online • Add Entity to My Email Notification List • View Filings
Non -Profit Corporation
Legal Name
Elon University
Prev Legal Name
Board of Trustees of Elon College
Prev Legal Name
Elon College
Information
Sosld: 0119702
Status: Current -Active O
Date Formed: 3/11/1889
Citizenship: Domestic
Annual Report Due Date:
Registered Agent: Book, Connie Ledoux
Addresses
Mailing
100 Campus Drive
Elon, NC 27244
Officers
Principal Office
100 Campus Drive
Elon, NC 27244
Reg Office
100 Campus Drive
Elon, NC 27244
Reg Mailing
100 Campus Drive
Elon, NC 27244
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1 /1

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LAND II AND II DESIGN
August 30, 2023
NCDEQ/DWR
Winston Salem Regional Office
450 West Hanes Mill Road, Suite 300
Winston Salem, NC 27105
To Whom It May Concern,
NC Department of
Environmental Quality
(received
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Winston-Salem
Regional Office
1300 Silk Hope Liberty Rd.
Siler City, NC 27344
919-200-3387
Living and Learning Center at Loy Farm
2635 W. Front Street
Burlington, NC 27215
Please see the attached permit application for the proposed Living and Learning Center at Loy Farm. The project
proposes to construct twelve (12) tiny homes (2 bedrooms per home) and a classroom building with educational
kitchen. The proposed collection sewer will also serve an existing three -bedroom home that will be converted to
common space for the Living and Learning Center residents. Total peak wastewater generation for this project is
estimated at 3,320 gpd. The proposed collection sewer will include 587 linear feet of PRIVATE 6-inch PVC SDR-35
gravity sanitary sewer, cleanouts, and manholes, and 44 linear feet of PUBLIC 8-inch ductile iron (DI) gravity sanitary
and manholes. The 8-inch gravity sanitary sewer shall be constructed by means of bore and jack under Front Street
(S.R. 1323) with 16-inch steel encasement pipe in conformance with the standards of AWWA C-202.
One original and one copy of the following items are included in this permit application:
1. Sewer System Extension Application (Form: FTA 06-21) for Private Sewer
2. NC Secretary of State for Corporation Registration documentation
3. Sewer System Extension Application (Form: FTA 06-21) for Public Sewer
4. Application Fee: $480.00 payable to North Carolina Department of Environmental Quality (NCDEQ)
5. Flow Tracking Acceptance Form (Form: FTSE 04-16)
6. Engineering Calculations
a. Minimum velocities in the sewer extension in accordance with the Minimum Design Criteria.
Site Maps
a. USGS 1:24k scale
b. Project Plans
Sincerely,
Bobby Tucker, PE I President
Bodhi Land and Design, PLLC
[e-mail]
919.200.3387
FOOD - WATER - SHELTER

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