WQ0045357_Application (FTSE)_20240610

LETTER OF TRANSMITTAL
TO: NCDEQ - Water Quality Section
3800 Barrett Drive
Raleigh NC 27609
ATTN: Susan Wilson
DATE: 04/2412024 PROD. NO.:19-0139.007
RE: Oakwood Subdivision Phase 1 B -
WE ARE SENDING YOU
X Prints ❑ Reproducible ❑ Specifications . Other
X Copy of letter ❑ Change Order ❑ Shop Drawings
X Attached ❑ Under Separate Cover ❑ Transmitted Via
COPIES DRAWING DATE _ DESCRIPTION
1 Cover Letter
1 Fast Track Form & Fee Check
1 Flow Tracking Form (FTSE)
1 USGS Map
1 City of Mebane Flow Tracking Map
TRANSMITTED
X For Approval
COMMENTS:
COPY TO:
As Requested
For Your Use
For Review and Comment
SIGNATURE: William R. Wirt, P.E.
Headquarters Office
320 Executive Court, Hillsborough, NC 27278
919,732,3883 // www.summitde.com

SUMMIT
DESIGN AND ENGINEE66 SERVICES
320 Executive Court, Hillsborough, NC 27278
Phone // 919.732.3883 Web // www.summitde.net
N 4j v-N See revised cover letter 6/6/2024
PpR`� -� Cover Letter
,p•` 0 0,
Project: 4s;,�` Oakwood Subdivision Phase 1B April 24, 2024
SDE Project #: � 19-0139
Information Provided by: William Wirt, PE
Contents:
Cover Letter, wastewater flow calculations and project narrative, Division of Water Resources
Fast Track Sewer System Extension application and attachments.
Project Narrative:
This application is for Phase iB of Oakwood Subdivision. Phasing has been revised to split Phase
1 into two phases, Phase 1A and Phase 1B. As required by the City of Mebane's Paper Flow
Policy (included with this submittal), the sewer for the new Phase 113 must be fully permitted
prior to applying for the Phase 2 extension permit. Phase 1A sewer has been approved and
permitted. Phase 18 consists of 48 single family homes and 38 townhouse units. The sewer will
connect to stubs installed in Phase 1A. The gravity sewer extension in Phase IB which consists of
15 new manholes, 1,994 LF of 8" PVC and 728 LF of 8" DIP as summarized in the table in section
VII of the FTA attached.
This application will also include a new outfall extending from the "U Rodgers" Pump Station
cross country to the existing manhole at the property identified by PIN 9824-17-5451. The
outfall will consist of 1913 12" PVC and 57812" DIP sewer line and 15 new manholes.
This project does require coverage under a 404 (SAW-2018-01858) and 401 (WQC005039)
permits, both of which have been approved.
Wastewater Flows (Phase IB):
75 gal/day/bdrm
86 units @ 225 gpd/day.
86 units x 225 gal/day=19,350 gpd
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Nlcl�'��k State of North Carolina
DWR
%�'tak Department of Environmental Quality
ppR (1 Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvlsion of Water Resources 1Nt TRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION
V,
This application is for sewer extensions involving gravity sewers, pump stations and force mains, or any combination that has been
certified by a professional engineer and the applicant that the project meets the requirements of 15A NCAC 02T and the Division's
Minimum Design Criteria (Gravity Sewer & Pump Stations::Force Mains) and that plans, specifications and supporting documents
have been prepared in accordance with 15A NCAC 02T, 15A NCAC 02T .0300, Division policies, and good engineering practices.
While no upfront engineering design documents are required for submittal, in accordance with 15A NCAC 02T .0305(b), design
documents must be prepared prior to submittal of a fast track permit application to the Division. This would include plans, design
calculations, and project specifications referenced in 15A NCAC 02T .0305 and the applicable minimum design criteria. These
documents shall be immediately available upon request by the Division.
Projects that are deemed permitted (do not require a permit from the Division) are explained in 15A NCAC 02T.0303.
Projects not eligible for review via the fast track process (must be submitted for full technical review):
➢ Projects that do not meet any part of the minimum design criteria (MDC) documents;
➢ Projects that involve more than one variance from the requirements of 15A NCAC 02T;
➢ Pressure sewer systems utilizing simplex septic tank -effluent pumps (STEPs) or simplex grinder pumps;
➢ Simplex STEP or simplex grinder pumps connecting to pressurized systems (e.g. force mains);
➢ Vacuum sewer systems.
General When submitting an application, please use the following instructions as a checklist in order to ensure all required items are
submitted. Adherence to these instructions and checking the provided boxes will help produce a quicker review time and reduce the
amount of requested additional information. Failure to submit all required items will necessitate additional processing and review
time, and may result in return of the application. Unless otherwise noted, the Applicant shall submit one original and one copy of
the application and supporting documentation.
A. One Original and One Copy (second copy may be digital) of Application and Supporting Documents,
® Required unless otherwise noted. Signatures on original must be "wet ink" or secure digital signatures.
Please do not submit engineering design plans with the application unless specifically requested.
B. Cover Letter/Narrative Description (Required for All Application Packages): .
® List all items included in the application package, as well as a brief description of the requested permitting action.
➢ Be specific as to the system type, number of homes served, flow allocation required, etc.
➢ Include the permit number..status of any other required sewer permits (downstream. -:Upstream)
➢ If necessary for clarity, include attachments to the application form.
C. Application Fee (All New and Modification Application Packages): ,
® Submit a check or money order in the amount of $600.00, dated no more than 90 days prior to application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ)
D. Fast Track Application (Required for All Application Packages, Form FTA 10-23):
M Submit the completed and appropriately executed application.
➢ If necessary for clarity or due to space restrictions, attachments to the application may be made.
❑ If the Applicant Type in Item I.2 is a corporation or company, provide documentation it is registered for business with the
INUM Gins e%VA of State.
❑ If the Applicant Type in Item 1.2 is a partnership or d/bia, enclose a copy of the certificate filed with the Register of Deeds in
the county of business.
® The Project Name in Item IL I shall be consistent with the project name on the flow acceptance letters, agreements, etc.
® The Professional Engineer's Certification on Page 5 of the application shall be signed, sealed and dated by a North Carolina
licensed Professional Engineer.
® The Applicant's Certification on Page 5 of the application shall be signed in accordance with 15A NCAL 02 ' 0 106(b). Per
15A NCAC 02T .0106(c), an alternate person may be designated as the signing official if a delegation letter is provided from
a person who meets the criteria in 15A NCAC 02T .0106(b).
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Pagel of 3

E. Flow Tracking/Acceptance Form (Form: FTSE 10-23) (If Applicable):
E Submit the completed and executed FTSE form from the owners of the downstream sewers and treatment facility.
➢ Multiple forms maybe required where the downstream sewer owner and wastewater treatment facility are different.
➢ The flow acceptance indicated in form FTSE must not expire prior to permit issuance and must be dated less than one year
prior to the application date.
➢ Submittal of this application and form FTSE indicates that owner has adequate capacity and will not violate
➢ Intergovernmental agreements or other contracts will not be accepted in lieu of a project -specific FTSE.
F. Site Maps (All Application Packages):
E Submit an 8.5-inch x 1 1-inch color copy of a USGS Topographic Map of sufficient scale to identify the entire project area,
including the closest surface waters.
➢ General location of the project components (gravity sewer, pump stations, & force main)
➢ Downstream connection points and permit number (if known) for the receiving sewer
E Include an aerial location map showing general project area (such as street names or latitude:`longitude) so that Division staff
can easily locate it in the field.
G. Existing Permit (Application Packages for Modifications to an Existing Permit):
❑ Submit a copy of the most recently issued existing permit.
Cl Include a descriptive and clear narrative identifying the previously permitted items to remain in the permit, items to be
added, and/or items to be modified (the application form itself should include only include items to be added/modified). The
narrative should also include whether any previously permitted items have been certified.
❑ The narrative should clearly identify the requested permitting action and accurately describe the sewers to be listed in
the final permit.
H. Power Reliability Plan (Required if portable reliability option utilized for Pump Station):
❑ Per 15A NCAC 02T .0305(h)(1), submit documentation of power reliability for pumping stations.
➢ This alternative is only available for average daily flows less than 15,000 gallons per day
➢ It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant and is compatible with
the station. The Division will accept a letter signed by the applicant (see 15A NCAC 02T .0106(b)) or proposed contractor,
stating that "the portable power generation unit or portable, independently -powered pumping units, associated appurtenances
and personnel are available for distribution and operation of this pump station."
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations'
storage capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall
be provided in the case of a multiple station power outage. (Required at time of certification)
I. Certificate of Public Convenience and Necessity (All Application Packages for Privately -Owned Public Utilities):
❑ Per 15A NCAC 02T .0115(a)(1) provide the Certificate of Public Convenience and Necessity from the North Carolina Utilities
Commission demonstrating the Applicant is authorized to hold the utility franchise for the area to be served by the sewer
extension, or
❑ Provide a letter from the North Carolina Utilities Commission's Water and Sewer Division Public Staff stating an application
for a franchise has been received and that the service area is contiguous to an existing franchised area or that franchise approval
is expected.
J. Operational Agreements (Applications from HOA/POA and Developers for lots to be sold):
❑ Home.'Pronerty Owners' Associations
❑ Per 15A NCAC 02T .0115(c), submit the properly executed t]2=6onal AAeamcnnent (FORM: HOA).
❑ Per 15A NCAC 02T .01 15(c), submit a copy of the Articles of Incorporation, Declarations and By-laws.
❑ Developers of lots to be sold
❑ Per 15A NCAC 02T .01 15(b), submit the properly executed Operational Agreement (FORM: DEVI,
For more information, visit 1h,7 Division's collection systems website
INSTRUCTIONS FOR FORM: FTA 10-23 & SUPPORTING DOCUMENTATION Page 2 of 3

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
Fayetteville 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
Water Quality Section
Raleiah Reaional Office
Water Quality Section
Washington Regional Office
Water Quality Section
Wilminaton Reaional Office
Water Quality Section
610 E. Center Avenue
Mooresville, North Carolina 28115
[phone]
[phone] Fax
3800 Barrett Drive
Raleigh, North Carolina 27609
[phone]
[phone] Fax
943 Washington Square Mall
Washington, North Carolina 27889
[phone]
[phone] Fax
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
[phone]
[phone] Fax
Alexander, Cabarrus, Catawba, Cleveland,
Gaston, Iredell, Lincoln, Mecklenburg, Rowan,
Stanly, Union
Chatham, Durham, Edgecombe, Franklin,
Granville, Halifax, Johnston, Lee, Nash,
Northampton, Orange, Person, Vance, Wake,
Warren, Wilson
Beaufort, Bertie, Camden, Chowan, Craven,
Currituck, Dare, Gates, Greene, Hertford, Hyde,
Jones, Lenoir, Martin, Pamlico, Pasquotank,
Perquimans, Pitt, Tyrrell, Washington, Wayne
Brunswick, Carteret, Columbus, Duplin, New
Hanover, Onslow, Pender
Winston-Salem Reaional 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 10-23 & SUPPORTING DOCUMENTATION Page 3 of 3

RPR2��p�A
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources
`11 3t? FTA 10-23 &SUPPORTING DOCUMENTATION
Application Number: W00045357 (to be completed by DWit) see email and add info 6/6/2024
All items must be completed or the application will be returned
1. APPLICANT INFORMATION:
Applicant's name: City of Mebane (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual
❑ Corporation ❑ General Partnership
❑ Federal
❑ State?County ® Municipal
3. Signature authority's name: Chris Rollins per 15A NCAC 02T .0106(bi
Title: Ci , Manager
4. Applicant's mailing address: 106 E. washington Street
City: Mebane State: NC
Zip: 27302-
5. Applicant's contact information:
Phone number: [phone]
Email Address: [e-mail]
H. PROJECT INFORMATION:
❑ Privately -Owned Public Utility
❑ Other
1. Project name: Oakwood Subdivision Phase I B
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: Orange
4. Approximate Coordinates (Decimal Degrees). Latitude: 36.087839' Longitude:-79.251508'
5. Parcel ID (if applicable): 9825404628,982550253 1 , 982560198 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: William R. Wirt License Number: 052574
Firm: Summit Design and Engineering Services
Mailing address: 320 Executive Court
City: Hillsborough State: NC Zip: 27278-
Phone number: 919 732-3883 Email Address. william.wirt0summitde.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: City of Mebane Water Resource Recovery Facility Permit Number: NCO021474
Owner Name: City of Mebane
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 12" inch X Gravity L Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS00081
Owner Name(s): Ci of Mebane
FORM: FTA 10-23 Page I 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 0 N. A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Oper tionpl AgrgementIFORM: DEVI been attached?
❑ Yes ❑ No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement fFORKI: HOA) and
supplementary documentation as required by 15A NCAC 02T.01 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 I day care ❑ Medical 1 dental.' veterinary facilities ❑ Swimming PoollClubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming Pool. -Filter Backwash
❑ Businesses I offices 1 factories ❑ Nursing Home ❑ Other (Explain in Attachment)
5. Nature of wastewater : 100 % Domestic 0 % Commercial.0 % Industrial (See I SA NCAC 02T .0I03f20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114 ? ❑ 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,n
No. of Units
Flow
Townhouse/Single Family Homes/
225 gal/gpd
86
19,350 GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
gall
GPD
Total
19,350 GPD
a See 15A NCAC 02T _01 14 ft (d), (e)(1) and (W) 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. 42A4).
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: 19,350 GPD (per l A N A ' Q2T 14 4 - ) -'
➢ 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 timefrarne 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

VI I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers).
1. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8"
1994
PVC
8"
728
DIP
12"
1913
PVC
12"
578
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 punip(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 2.01 C. Lb. ❑ Grinder Pump ❑ Mechanical Bar Screen ❑ Other (please specify)
6. Power reliability in accordance with 15A NCAC 02T .0305(h)(1):
❑ Standby power source or ❑ Standby pump
➢ Must have automatic activation and telemetry - 15A NCAC 02T.0305(h)(1)(B)_
➢ Required for all pump stations with an average daily flow greater than or equal to 15,000 gallons per day
➢ Must be permanent to facility and may not be portable
Or if the pump station has an average daily flow less than 15,000 gallons per day 15A NCACO2T.0305(h)(1)(C):
❑ Portable power source with manual activation, quick -connection receptacle and telemetry -
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry:
➢ Include documentation that the portable source is owned or contracted by the applicant and is compatible with the station.
➢ If the portable power source or pump is dedicated to multiple pump stations, an evaluation of all the pump stations' storage
capacities and the rotation schedule of the portable power source or pump, including travel timeframes, shall be provided
as part of this permit application in the case of a multiple station power outage.
FORM: FTA 10-23 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations/alternatives found in 15A NCAC 02T.0305(f) & {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-1 waters of Class I or
Class 11 impounded reservoirs used as a source of drinking water, and associated wetlands.
100 feet
**Waters classified WS (except WS-I or WS-V), B, SA, ORW, HQW, or SB from normal
high water (or tide elevation) and wetlands associated with these waters (see item IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches, as well as wetlands associated with these waters or classified as WL.
10 feet
Any building foundation (horizontal)
5 feet
Any basement (horizontal)
10 feet
Top slope of embankment or cuts of 2 feet or more vertical height
10 feet
Drainage systems and interceptor drains
5 feet
Any swimming pools
10 feet
Final earth grade (vertical)
36 inches
➢ If noncompliance with 02T.0305(f) or (g), see Section X.I of this application
*15A NCAC 02T.0305(e) 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 webpage
2. Does this project comply with the minimum separation requirements for water mains? ® Yes ❑ No ❑ N;'A
➢ If no, please refer to 15A NCAC 18C.0906(f) for documentation requirements and submit a separate document,
signed/sealed by an NC licensed PE, verifying the criteria outlined in that Rule.
3. Does the project comply with separation requirements for wetlands? ❑ Yes ❑ No ® NIA
➢ 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 NC.A 2T.01 ) (additional permits?certifications)? ® Yes ❑ No
Per 1_5A N.CAC..02T.01054c)(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 interferencelconflict boxes require a variance approval.
➢ If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority lines shall be inspected by the permittee or its representative at least once every six -months and
inspections documented per 15A NCAC 02T.0403(a)(5) or the permittee's individual System -Wide Collection permit.
FORM: FTA 10-23 Page 4 of 5

X. CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimurn Design Criteria for the Permitti%t 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 proiects requiring a variance approval may be subject to longer
review times. For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant vortion of the pro6ect, the full technical review is re uired.
2. Professional Engineer's Certification:
I, __1,�/, ! A, /I-W MI Z,'T , attest that this application for P Suy s ! r{4l-
(Professional Engineer's name from Application Item 111.1.) (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 Design Criteria for Qravity Sewers glatest version), and the Minimum Design Criteria for the Fast -Track Permitting
of Pump Stations and Forge Mains tlawtyerl.i9p). 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 NCAC 56.0701)
North Carolina Professional Engineer's seal, signature, and date: •C�O�
L
/AMR.1��.
..... .............. .. ... ...... _......
_..._..
3. Applicant's Certification per 15A NCAC 02T .0106(b):
ent-w-wa�a
1, , attest that this application for Ter_6
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item I1.11
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.
1204
Signature: bate:
1-3
FORM: FTA 10-23 Page 5 of 5

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UNITED STATES 3TAIE OF NORTH CAROUNA IMEGMW UWO96ROLE
LTEPAsrTMENT OF THE INTERIOR
°a 'tY1P' }jFi1HY{YT CaP{rta. 5 oEYELOPUEHf ItNN GW[
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TOPOWN, phi$=

U
q State of North Carolina
Department of Environmental Quality
DWR Division of Water Resources
Dlvlslon of Water Resources
1�1't� }' y Flow Tracking for Sewer Extension Applications
(FTSE 10-23)
Entity Requesting Allocation: City of Mebane
Project Name for which flow is being requested: Oakwood Subdivision Phase I B
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 Mebane Water Resource Recovery Facility
b. WWTP Facility Permit ##: NC 0021474
All flows are in MGD
c. WWTP facility's permitted flow 2.5
d. Estimated obligated flow not yet tributary to the WWTP 0.4255
e. WWTP facility's actual avg. flow 1.6000
f. Total flow for this specific request 0.0194
g. Total actual and obligated flows to the facility 2.0449
h. Percent of permitted flow used 82%
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
Approx.
Obligated,
Total
Pump
Pump
Average
Current
Not Yet
Current Flow
Station
Station
Firm
Daily Flow"
Avg. Daily
Tributary
Plus
(Name or
Permit
Capacity, *
(Firm 1 pf),
Flow,
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD
MGD
MGD
Flow
Capacity***
SE Regnl
WQ0031329
2.505
1.002
0.2647
0.1701
0.4348
0.5672
* 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): City of Mebane
Downstream Permit Number: WQ0030944
Page 1 of 8
FTSE 10-23

III. Certification Statement:
I Chris Rollins certify to the best of my knowledge that the addition of
the volume of wastewater to be permitted in this project has been evaluated along the route to the receiving
wastewater treatment facility and that the flow from this project is not anticipated to cause any capacity
related sanitary sewer overflows or overburden any downstream pump station en route to the receiving
treatment plant under normal circumstances, given the implementation of the planned improvements
identified in the planning assessment where applicable. This analysis has been performed in accordance
with local established policies and procedures using the best available data. This certification applies to
those items listed above in Sections I and II plus all attached planning assessment addendums for which I
am the responsible party. Signature of this form certifies that the receiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
LI f 2-�/Lobf
Signing Offrcral Signature ,date
C'
Title of SigninglWicial
Page 2of8
FTSE 10-23

Wilson, Susan A
From: William Wirt, PE <[e-mail]>
Sent: Thursday, June 6, 2024 11:43 AM
To: Wilson, Susan A
Cc: Franz Holt; Mick Parker; Mehl, Chris; Smith, Kyle
Subject: [External] RE: Additional Information - Oakwood Subd Phase 1 B WQ0045357
Follow Up Flag: Follow up
Flag Status: Flagged
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Thanks, Susan. Please the updates in the link attached and my response to comments below in red. Do we need to
send in hard copies?
Franz/Kyle, please correct me if I marked up the outfall map incorrectly in response to Susan's second comment
below.
Thanks!
D_2024-06-06 S. Wilson - Phase 1 B Sewer Permit Maps & Updates
William Wirt, PE
Project Manager
Tel: [phone] x3151
Cell: 757-621-5482
sure
■ TiTlp
Vr
From: Wilson, Susan A <[e-mail]>
Sent: Monday, June 3, 2024 11:23 AM
To: William Wirt, PE <[e-mail]>
Cc: Franz Holt <[e-mail]>
Subject: Additional Information - Oakwood Subd Phase 1B WQ0045357
A few questions —
1. 1 should have checked this more closely on Phase 1A— but would you recheck that 401 number? We have
something in Alamance County for that number, that may not be associated with this project. We do have
1

something for Meritage in Orange County under WQC005373 - 20220949. I did not have a chance to look at
the maps for those projects. You are correct, we had the permit number wrong, It has been updated on the
cover letter that's included in the link.
Would you send a map, similar to what you sent for Phase 1A, outlining Phase 1 B on the Overall Site &
Phasing Plan. Please also highlight the sewer line and how it connects with the downstream sewer. (I'm
somewhat confused on the narrative and how it connects to the LJ Rodgers pump station). Also this project
is above the map that Mebane created? (I should have pointed this out with Phase 1A, but let's get this
straightened out with this phase and then hopefully things will be correct for the upcoming phases). I have
included marked up plans that outline Phase 1 B and highlight the sewer proposed to be installed in Phase
1 B in yellow highlighter. Yes, the project is above the map provided. I have marked up the sewer outfall
map that Mebane provided to show how the project connects to the downstream sewer. Hopefully that
makes sense, let me know if you have any questions.
Let me know if you have any questions about this. Thanks.
Respectfully,
Susan Wilson
Environmental Engineer (Part Time, Temporary)
Water Quality Regional Operations - Raleigh Regional Office
NC Department of Environmental Quality
Office: 919-791-4240
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the
sender and know the content is safe.

SUMMIT
DESIGN AND ENGINEERING SERVICES
Project:
SDE Project #:
Information Provided by
Contents:
320 Executive Court, Hillsborough, NC 27278
Phone // 919.132.3883 Web // www.summitde.net
Cover Letter
Oakwood Subdivision Phase 1B June 6, 2024
19-0139
William Wirt, PE
Cover Letter, wastewater flow calculations and project narrative, Division of Water Resources
Fast Track Sewer System Extension application and attachments.
Protect Narrative:
This application is for Phase 1B of Oakwood Subdivision. Phasing has been revised to split Phase
1 into two phases, Phase 1A and Phase 1B. As required by the City of Mebane's Paper Flow
Policy (included with this submittal), the sewer for the new Phase 1B must be fully permitted
prior to applying for the Phase 2 extension permit. Phase 1A sewer has been approved and
permitted. Phase 1B consists of 48 single family homes and 38 townhouse units. The sewer will
connect to stubs installed in Phase 1A. The gravity sewer extension in Phase IB which consists of
15 new manholes, 1,994 LF of 8" PVC and 728 LF of 8" DIP as summarized in the table in section
VII of the FTA attached.
This application will also include a new outfall extending from the "U Rodgers" Pump Station
cross country to the existing manhole at the property identified by PIN 9824-17-5451. The
outfall will consist of 1913 12" PVC and 578 12" DIP sewer line and 15 new manholes.
This project does require coverage under a 404 (SAW-2018-01858) and 401 (WQC005373)
permits, both of which have been approved.
Wastewater Flows (Phase IB):
75 gal/day/bdrm
86 units @ 225 gpd/day.
86 units x 225 gal/day = 19,350 gpd

/
/
Permit Number
WQ0032351
P SR
U
SR 1007
If '
Permit Number
�,e_�
WQ0031329
p \
\
I
07
\
r P
SE Regional
Pump Station
Permit Number
WQ0031329
SR
Oakwood Sewer Flow Diagram
I 1
I 1
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Community Maps e Aane
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TOWNHOME UNITS
BUILDING
UNIT #IS
BUILDINGS
UNIT #IS
A
1 to 6
M
71 to 75
B
7 to 12
N
76 to 80
C
13 to 19
0
81 to 85
D
20 to 26
P
86 to 90
E
27 to 34
Q
91 to 95
F
35 to 38
R
96 to 102
G
39 to 44
S
103 to 108
H
45 to 50
T
109 to 114
1
51 to 57
U
115 to 119
J
58 to 61
V
120 to 124
K
62 to 65
W
125 to 129
L
66 to 70
20' SANITARY SEWER
EASEMENT
40' PROPERTY LINE
BUFFER
• SIDEWA�K AT
PROPERTN LINE
ai EXISTING
13-
l.
If
ri.
EXISTING CROSSWALK -CONVERT TO HIGH
VISIBILITY CROSSWALK,I
z �I
w'al.��ilr ` =
ii
li
p7m � a �
• • �'�
■i ms a
_ R/W
R/W 20'
_R/W STREET YARD
`OFFER
R/W
-R/W _
R/W
�R/W
Z
as -11
O U Q a E
*. a f 3 /; 61 5
W , ,.
U 3
O I
o MAIL KIOSK
z�
f A I FOR SINGLE /
FAMILY HOMES
rc \
F
PARK AVE. p I 34
(20' PUBLIC R/W) 47
E R/W R/W
R/W R/W 348 `
\3 SH. .LOW R K
-E P'J LIG RIGHT OE
STOP BAR
(TYPICAL) -
PROPERTY
LINE
10' UTILITY
EASEMENT
(TYP.)
20' FUTURE SANITARY
SEWER EASEMENT �)
CONNECTION
LIMITS OF DISTURBANC EXIST. WOODS TO /
REMAIN PROTECTED
IBUFF��
III
l I
1 _l
\ l
3 12427 SF
65 A SHELTER
h r
\ >\` WETPOND #1 D7495 PAS -
�I OS-5 Fl 17.21
TUR PLAY
PHASE 1 B
2
��� ti E ISTIN �'' 249
r� I, 25
,
.< POND I
AMENITIES
BUILDING
EX. SITE ACCESS #1 J `
EXCLUSIVE LEFT ���� �,a MAIL KIOSK
AND RIGHT EGRESS a T we
LANES ON WINDING STREET YARD
\, fWETLANDS
SPRING DRIVE BUFFER PILL/II CURB / 246 24 4
Y 10' x 70' SIGHT 10' UTILITY 6 - (TYP )
A n TRIANGLE (TYP.) EASEMENT
v
(TYP.) ��,;
/, / � Ili
68' 100 K ) / \ �z�`ti_,��' , I POND 187
POWERLIN
EASEMENT PHASE 1A
TPOND #2 I I 3 131 2 1 \
- o-
E� _ 134 1
OH d - - _ I\ 136 1 13
60' 44 KW 4 6 34
POWERLINE ��\ T
I
EASEMENT EXIST. OPEN AREA TO BE I I I ►_ 1`� -) 1 �L
PLANTEDI H FOREST
I 129 ` J/ -I-
I
MIX
I I PHASE 1 B �/ E
EXIST. WOODS TO PHASE 6 1
REMAIN PROTECTED / J 12 Ax
68' ELECTRICAL I
EASEMENT J I 6� / N #51 1/
PROPERTY / I� �I III
LINE IIIII / 1 14 14 9
X/ I �!
�/ I E�TPOND #4�
fee
�C ABBOYVST.
CONSTRUCTION \
CONTRACTOR SHALL TIE NEW ABBOTT
STREET INTO EXISTING AS SHOWN.
TYPICAL STREET SECTION, SIDEWALKS
AND R/W SHALL MATCH EXISTING
CONDITIONS OF OAKWOOD SQUARE
Know what's below.
Call before you dig.
PROPOSED NCDOT ROAD WIDENING
SITE ACCESS #2
- EXCLUSIVE WESTBOUND LEFT
10' x 70' SIGHT
TURN LANE WITH 100' FULL
/W TRIANGLE (TYP.)
STORAGE AND TRANSITIONS AS
REQUIRED ALONG E. WASHINGTON
STREET
EXCLUSIVE EASTBOUND RIGHT
A
1303 S R/w
TURN LANE WITH 100'FULL
STORAGE AND APPROPRIATE
na % EgT
DECELERATION TAPER ALONG E.
1VCfC,,WAS HINGTON STREET.
Iwo
&LIB,
�\R
345
DR. •
PHASE 5
R/W
�sR 03�rG RAW \
O
�NcRR ,j'1, Raw
R,W iW
TOT �w
LOT
N PA \ Rily
1 1858 DO C V1
2.80 V)
PAR 4 WAY A RAW
STOP z 9
32
0
0 -
� 9
10
IQN24�A I
10' MULTY-USE PATH
(TYP.) AND 5' SIDEWALK
ACROSS THE STREET
4 WAY
P
PROPOSED NCDOT ROAD WIDENING
SITE ACCESS #3
EXCLUSIVE •
' ���' Lam" • NORTHBOUND TURN LANE WITH 1
STORAGE AND TRANSITIONS AS
ESS
D.
EXCLUSIVE .::._
1 1
1 ►vAPPROPRIATE
MATTRESS FACTORY ROAD.
MON
1 it mow\ .�►•DECELERATION TAPER ALONG
Ir
rA
II
I •� tr
I�
�l
'� �•• t7�l��ll', l I�
I'
1
l
�I
;�♦�i i�ii�i•%�f��J4 Il
• , 50 RIPARIAN �
BY OTHERS BUFFER
25' SANITARY SEWER
TOWNES AT OAKWOOD SQUARE - EASEMENT
(UNDER CONSTRUCTION)
E
PHASE 4
PHASE 3
SIN 4
UNITS/LOTS PER PHASE
PHASE
1
85
TOWNHOMES
PHASE
1
59
HOMES
PHASE
2
42
HOMES
PHASE
3
46
HOMES
PHASE
4
47
HOMES
PHASE
5
80
HOMES
PHASE
6
44
TOWNHOMES
TOTAL
403
PATIO ON GRADE (TYP.)-
HVAC UNITS (TYP.)
15MIN.
' 61
24'
3'
Lot Table
Lot #
Area
Lot #
Area
Lot #
Area
Lot #
Area
Lot #
Area
Lot #
Area
0
5832972 SF (133.91 AC)
80
4290 SF (0.10 AC)
158
6375 SF (0.15 AC)
238
7280 SF (0.17 AC)
318
6630 SF (0.15 AC)
398
8204 SF (0.19 AC)
1
4243 SF (0.10 AC)
81
6323 SF (0.15 AC)
159
6375 SF (0.15 AC)
239
8266 SF (0.19 AC)
319
6630 SF (0.15 AC)
399
7145 SF (0.16 AC)
2
2288 SF (0.05 AC)
82
2331 SF (0.05 AC)
160
6374 SF (0. 15 AC)
240
8866 SF (0.20 AC)
320
7368 SF (0.17 AC)
400
7145 SF (0. 16 AC)
3
2287 SF (0.05 AC)
83
2311 SF (0.05 AC)
161
6369 SF (0.15 AC)
241
8100 SF (0.19 AC)
321
8335 SF (0.19 AC)
401
7145 SF (0.16 AC)
4
2287 SF (0.05 AC)
84
2319 SF (0.05 AC)
162
6923 SF (0.16 AC)
242
8100 SF (0.19 AC)
322
6630 SF (0.15 AC)
402
7145 SF (0.16 AC)
5
2286 SF (0.05 AC)
85
4437 SF (0.10 AC)
163
7330 SF (0.17 AC)
243
8100 SF (0.19 AC)
323
6630 SF (0.15 AC)
403
7085 SF (0.16 AC)
6 6004 SF (0.14 AC) 86 5145 SF (0.12 AC) 164 7172 SF (0.16 AC) 244 7142 SF (0.16 AC) 324 6442 SF (0.15 AC)
7 4251 SF (0 10 AC) 87 2478 SF (O 06 AC) 165 7263 SF (0 17 AC) 245 7153 SF (0 16 AC) 325 C)
7006 SF (0 16 A
8
2272 SF (0.05 AC)
88
2503 SF (0.06 AC)
166
7263 SF (0.17 AC)
246
10883 SF (0.25 AC)
326
7872 SF (0.18 AC)
9
2320 SF (0.05 AC)
89
2511 SF (0.06AC)
167
7263 SF (0. 17AQ
247
9415 SF (0.22 AC)
327
7517 SF (0.17AC)
10
2329 SF (0.05 AC)
90
4771 SF (0.11 AC)
168
7263 SF (0.17 AC)
248
9418 SF (0.22 AC)
328
7401 SF (0.17 AC)
11
2341 SF (0.05 AC)
91
4593 SF (0. 11 AC)
169
7263 SF (0. 17AQ
249
9398 SF (0.22 AC)
329
7871 SF (0. 18 AC)
12
4722 SF (0.11 AC)
92
2327 SF (0.05 AC)
170
6373 SF (0.15 AC)
250
8570 SF (0.20 AC)
330
7475 SF (0.17 AC)
13
4298 SF (0.10 AC)
93
2322 SF (0.05 AC)
171
13947 SF (0.32 AC)
251
7339 SF (0. 17 AC)
331
12112 SF (0.28 AC)
14
2310 SF (0.05 AC)
94
2322 SF (0.05 AC)
172
9116 SF (0.21 AC)
252
7738 SF (0.18 AC)
332
7487 SF (0.17 AC)
15
2310 SF (0.05 AC)
95
4312 SF (0.10 AC)
173
9102 SF (0.21 AC)
253
6955 SF (0.16 AC)
333
7481 SF (0.17 AC)
16
2310 SF (0.05 AC)
96
4312 SF (0.10 AC)
174
9560 SF (0.22 AC)
254
6955 SF (0.16 AC)
334
7310 SF (0.17 AC)
17
2310 SF (0.05 AC)
97
2322 SF (0.05 AC)
175
8452 SF (0.19 AC)
255
8906 SF (0.20 AC)
335
6245 SF (0.14 AC)
18
2310 SF (0.05 AC)
98
2322 SF (0.05 AC)
176
7140 SF (0.16 AC)
256
11566 SF (0.27 AC)
336
6250 SF (0.14 AC)
19
5953 SF (0.14 AC)
99
2328 SF (0.05 AC)
177
7140 SF (0.16 AC)
257
7022 SF (0.16 AC)
337
6655 SF (0.15 AC)
20
4768 SF (0. 11 AC)
100
2360 SF (0.05 AC)
178
7140 SF (0. 16 AC)
258
7757 SF (0. 18 AC)
338
7530 SF (0.17 AC)
OPEN SPACE
Lot #
Area
OS-1
22782 SF (0.52AC)
OS-2
1186838 SF (27.25AC)
OS-3
244134 SF (5.60AC)
OS-4
121858 SF (2.80 AC)
OS-5
749583 SF (17.21 AC)
OS-6
83374 SF (1.91 AC)
OS-7
10871 SF (0.25 AC)
OS-8
10563 SF (0.24 AC)
OS-9
9449 SF (0.22 AC)
OS-10
29377 SF (0.67AC)
OS-11
61705 SF (1.42AC)
21
2310 SF (0.05 AC)
101
2421 SF (0.06 AC)
179
7140 SF (0.16 AC)
259
7757 SF (0.18 AC)
339
10613 SF (0.24 AC)
22
2310 SF (0.05 AC)
102
5244 SF (0.12AQ
180
7140 SF (0.16AQ
260
7081 SF (0.16AC)
340
7774 SF (0.18AC)
DEDICATED ROW
23
2310 SF (0.05 AC)
103
4936 SF (0.11 AC)
181
8314 SF (0.19 AC)
261
7884 SF (0.18 AC)
341
7815 SF (0.18 AC)
Area
24
2310 SF (0.05 AC)
104
2310 SF (0.05 AC)
182
7714 SF (0. 18 AC)
262
6630 SF (0. 15 AC)
342
7691 SF (0. 18 AC)
10- WIDE
6795 SF (0. 16 AC)
25
2310 SF (0.05 AC)
105
2310 SF (0.05 AC)
183
7020 SF (0.16 AC)
263
10184 SF (0.23 AC)
343
8631 SF (0.20 AC)
50-ROW
812426 SF (18.65 AC)
26
4290 SF (0.10 AC)
106
2310 SF (0.05 AC)
184
7020 SF (0.16 AC)
264
6829 SF (0.16 AC)
344
8380 SF (0.19 AC)
27
4290 SF (0.10 AC)
107
2310 SF (0.05 AC)
185
7020 SF (0.16 AC)
265
6630 SF (0.15 AC)
345
12395 SF (0.28 AC)
28
2310 SF (0.05 AC)
108
5393 SF (0.12 AC)
186
6760 SF (0.16 AC)
266
6630 SF (0.15 AC)
346
7993 SF (0.18 AC)
29
2310 SF (0.05 AC)
109
5377 SF (0.12 AC)
187
6630 SF (0.15 AC)
267
6629 SF (0.15 AC)
347
9335 SF (0.21 AC)
30
2310 SF (0.05 AC)
110
2310 SF (0.05 AC)
188
6760 SF (0.16 AC)
268
7148 SF (0.16 AC)
348
10279 SF (0.24 AC)
31
2310 SF (0.05 AC)
111
2310 SF (0.05 AC)
189
7263 SF (0. 17 AC)
269
7150 SF (0. 16 AC)
349
11669 SF (0.27 AC)
32
2310 SF (0.05 AC)
112
2310 SF (0.05 AC)
190
7263 SF (0.17 AC)
270
7195 SF (0.17 AC)
350
15324 SF (0.35 AC)
33
2314 SF (0.05 AC)
113
2310 SF (0.05 AC)
191
6719 SF (0. 15 AC)
271
9860 SF (0.23 AC)
351
10111 SF (0.23 AC)
34
4680 SF (0.11 AC)
114
4939 SF (0.11 AC)
192
6929 SF (0.16 AC)
272
10750 SF (0.25 AC)
352
7206 SF (0.17 AC)
35
3802 SF (0.09 AC)
115
4784 SF (0. 11 AC)
193
6375 SF (0. 15 AC)
273
10815 SF (0. 25 AC)
353
8436 SF (0. 19 AC)
36
2122 SF (0.05 AC)
116
2313 SF (0.05 AC)
194
6375 SF (0.15 AC)
274
9956 SF (0.23 AC)
354
9300 SF (0.21 AC)
37
2122 SF (0.05 AC)
117
2310 SF (0.05 AC)
195
6375 SF (0.15 AC)
275
7381 SF (0.17 AC)
355
8045 SF (0.18 AC)
38
3941 SF (0.09 AC)
118
2310 SF (0.05 AC)
196
6375 SF (0.15 AC)
276
8545 SF (0.20 AC)
356
7839 SF (0.18 AC)
39
3941 SF (0.09 AC)
119
4290 SF (0.10 AC)
197
7522 SF (0.17 AC)
277
8502 SF (0.20 AC)
357
6949 SF (0.16 AC)
40
2122 SF (0.05 AC)
120
4290 SF (0.10 AC)
198
8175 SF (0.19 AC)
278
8756 SF (0.20 AC)
358
9080 SF (0.21 AC)
41
2122 SF (0.05 AC)
121
2310 SF (0.05 AC)
199
6375 SF (0.15 AC)
279
7145 SF (0.16 AC)
359
13259 SF (0.30 AC)
42
2122 SF (0.05 AC)
122
2311 SF (0.05 AC)
200
6375 SF (0. 15 AC)
280
7145 SF (0. 16 AC)
360
7404 SF (0.17 AC)
43
2122 SF (0.05 AC)
123
2323 SF (0.05 AC)
201
6375 SF (0.15 AC)
281
7145 SF (0.16 AC)
361
7187 SF (0.17 AC)
44
3884 SF (0.09 AC)
124
4620 SF (0. 11 AC)
202
6375 SF (0. 15 AC)
282
7145 SF (0. 16 AC)
362
7187 SF (0.17 AC)
45
5204 SF (0.12 AC)
125
4481 SF (0.10 AC)
203
6375 SF (0.15 AC)
283
7145 SF (0.16 AC)
363
7187 SF (0.17 AC)
46
2099 SF (0.05 AC)
126
2312 SF (0.05 AC)
204
6375 SF (0. 15 AC)
284
6630 SF (0. 15 AC)
364
7187 SF (0.17 AC)
47
2063 SF (0.05 AC)
127
2328 SF (0.05 AC)
205
6375 SF (0.15 AC)
285
6630 SF (0.15 AC)
365
7188 SF (0.17 AC)
48
2056 SF (0.05 AC)
128
2358 SF (0.05 AC)
206
6375 SF (0. 15 AC)
286
6630 SF (0. 15 AC)
366
7188 SF (0.17 AC)
49
2078 SF (0.05 AC)
129
7254 SF 1-, AC)
207
6375 SF (0.15 AC)
287
6630 SF (0.15 AC)
367
7506 SF (0.17 AC)
50
4196 SF (0.10 AC)
130
6343 SF (0.15 AC)
208
7140 SF (0.16 AC)
288
6630 SF (0.15 AC)
368
7123 SF (0.16 AC)
51
4217 SF (0.10 AC)
131
6459 SF (0.15 AC)
209
7140 SF (0.16 AC)
289
6630 SF (0.15 AC)
369
7020 SF (0.16 AC)
52
2107 SF (0.05 AC)
132
6500 SF (0.15 AC)
210
7140 SF (0.16 AC)
290
6723 SF (0.15 AC)
370
6921 SF (0.16 AC)
53
2107SF 0.05AC
( )
133
6500SF 0.15AC
( )
211
7140SF 0.16AC
( )
291
6629SF 0.15AC
( )
371
7072SF 0.16AC
( )
54
2107 SF (0.05 AC)
134
6500 SF (0.15 AC)
212
7140 SF (0.16 AC)
292
6782 SF (0.16 AC)
372
6825 SF (0.16 AC)
55
2108 SF (0.05 AC)
135
6500 SF (0. 15 AC)
213
7140 SF (0. 16 AC)
293
6736 SF (0. 15 AC)
373
7374 SF (0.17 AC)
56
2108 SF (0.05 AC)
136
6500 SF (0.15 AC)
214
7140 SF (0.16 AC)
294
6689 SF J---,
374
6956 SF (0.16 AC)
57
3735 SF (0.09 AC)
137
6500 SF (0. 15 AC)
215
7140 SF (0. 16 AC)
295
6644 SF (0. 15 AC)
375
7062 SF (0. 16 AC)
58
4182 SF (0.10 AC)
138
6500 SF (0.15 AC)
216
7140 SF (0.16 AC)
296
6630 SF (0.15 AC)
376
6214 SF (0.14 AC)
59
2256 SF (0.05 AC)
139
6500 SF (0. 15 AC)
217
8529 SF (0.20 AC)
297
6630 SF (0. 15 AC)
377
6629 SF (0. 15 AC)
60
2256 SF (0.05AC)
140
7414 SF (0.17AC)
218
8501 SF (0.20AC)
298
6630 SF (0.15AC)
378
6682 SF (0.15AC)
61
4191 SF (0.10 AC)
141
6930 SF (0.16 AC)
219
7140 SF (0.16 AC)
299
6630 SF (0.15 AC)
379
6806 SF (0.16 AC)
62
4192 SF (0.10 AC)
142
7793 SF (0.18 AC)
220
7140 SF (0.16 AC)
300
6630 SF (0.15 AC)
380
6609 SF (0.15 AC)
63
2256 SF (0.05 AC)
143
7151 SF (0.16 AC)
221
7140 SF (0.16 AC)
301
6593 SF (0.15 AC)
381
8399 SF (0.19 AC)
64
2231 SF (0.05 AC)
144
8266 SF (0.19 AC)
222
7140 SF (0.16 AC)
302
6630 SF (0.15 AC)
382
7250 SF (0.17 AC)
65
5204 SF (0.12 AC)
145
8892 SF (0.20 AC)
223
9034 SF (0.21 AC)
303
6630 SF (0.15 AC)
383
7250 SF (0.17 AC)
66
5192 SF 0.12 AC
( )
146
8921 SF 0.20 AC
( )
224
9077 SF 0.21 AC
( )
304
6630 SF 0.15 AC
( )
384
7250 SF 0.17 AC
( )
67
2562 SF (0.06 AC)
147
8888 SF (0.20 AC)
225
9077 SF (0.21 AC)
305
6630 SF (0.15 AC)
385
7250 SF (0.17 AC)
68
2570 SF (0.06 AC)
148
8654 SF (0.20 AC)
226
9077 SF (0.21 AC)
306
6630 SF (0. 15 AC)
386
7250 SF (0.17 AC)
69
2542 SF (0.06 AC)
149
7339 SF (0.17 AC)
227
8986 SF (0.21 AC)
307
6630 SF (0.15 AC)
387
7250 SF (0.17 AC)
70
4868 SF (0. 11 AC)
150
7725 SF (0. 18 AC)
228
7140 SF (0. 16 AC)
308
6630 SF (0. 15 AC)
388
7424 SF (0.17 AC)
71
4448 SF (0.10 AC)
151
7231 SF (0.17 AC)
229
7140 SF (0.16 AC)
309
6630 SF (0.15 AC)
389
7847 SF (0.18 AC)
72
2229 SF (0.05 AC)
152
6988 SF (0.16 AC)
230
8469 SF (0.19 AC)
310
6630 SF (0.15 AC)
390
6994 SF (0.16 AC)
73
2230 SF (0.05 AC)
153
7066 SF (0.16 AC)
231
11560 SF (0.27 AC)
311
6630 SF (0.15 AC)
391
9296 SF
74
2231 SF (0.05 AC)
154
7991 SF (0.18 AC)
232
9860 SF (0.23 AC)
312
6630 SF (0.15 AC)
392
9214 SF (0.21 AC)
75
4610 SF 0.11 AC
( )
155
7292 SF 0.17 AC
( )
233
9586 SF 0.22 AC
( )
313
6630 SF 0.15 AC
( )
393
8063 SF 0.19 AC
( )
76
4127 SF 0.09AC
( )
156
7414 SF 0.17AC
( )
234
9349 SF 0.21 AC
( )
314
6630 SF 0.15AC
( )
394
8301 SF 0.19AC
( )
77
2111 SF (0.05 AC)
157
6375 SF (0.15 AC)
235
7280 SF (0.17 AC)
315
6630 SF (0.15 AC)
395
7785 SF (0.18 AC)
78
2088 SF (0.05 AC)
236
7280 SF (0.17 AC)
316
6630 SF (0.15 AC)
396
8425 SF (0.19 AC)
79
2094 SF (0.05 AC)
237
7280 SF (0.17 AC)
317
6630 SF (0.15 AC)
397
8012 SF
UDO SECT. 4-3 C (b) SETBACKS
� I 51' MIN.
4 -�- -�
I SETBACK 20'
/ 1,
20' MIN. 12' REAR BUILDING 41' MIN.
r 15' MI 5' MIN." SIDE
60 59 58
21'
RETAINING WALL (TYP.)
10'°
r -
10' r °F O
r
r S
10' UTILITY EA�SEMEMT
CONC. DRIVEWAY /
BACK OF CURB
TYPICAL TOWNHOUSE LOT
SCALE: 1" = 40'
BUILDING SETBACKS G
I D
ADD 8' TO ;0
CORNER SIDES Cn
SETBACK 25' L -1
jFRONT BUILDING
R/W STREE R/W
r 10' UTILITY
EASEMENT (TYP.)
TYPICAL SINGLE FAMILY LOT LAYOUT
k
NOTES: NTS
1. ALL TOWNHOUSE GARAGE FFE'S SHALL BE NO HIGHER THAN 2'
ABOVE THE TOP OF CURB DRIVEWAY CONNECTION UNLESS
APPROVED BY THE CITY ENGINEER.
2. ALL SINGLE FAMILY GARAGE FFE'S SHALL BE NO HIGHER THAN
2.5' ABOVE THE TOP OF CURB DRIVEWAY CONNECTION UNLESS
APPROVED BY THE CITY ENGINEER.
3. ALL TOWNHOUSE AND SINGLE FAMILY FFE'S SHALL BE A MIN.
OF V ABOVE ADJACENT GRADE 10' FROM THE STRUCTURE.
GRAPHIC SCALE
100 0 50 100 200 400
( IN FEET)
I inch = 200 ft.
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