WQ0041576_Application (FTSE)_20200401

Permit Number WQ0041576
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
Facility
Central Files: APS _ SWP
3/30/2020
Permit Tracking Slip
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
Facility Name Major/Minor Region
Anchors Bend Townhomes Minor Wilmington
Location Address County
New Hanover
Owner
Owner Name
Cape Fear Public Utility Authority
Dates/Events
Facility Contact Affiliation
Owner Type
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Wilmington NC 28403
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issuei. r Effective Expiration
3/20/2020

Intracoastal Engineering 1,,-Lc
March loth, 2020
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Attn: Dean Hunkele
Re: Anchors Bend Townhomes
PN 2018-o18
Dear Mr. Hunkele,
RECEIVEDINCDENROR
MAR 2 0 2020
Water Quality Regional
pperatibns Section
Wilmington Segional Office
Please find enclosed (1) fee check ($480.00) with the date corrected for the above
referenced project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Adam Ellis
AECENEf9
MAR 2 0 2020
NCDEQ
WILMINGTON RO
5725 Oleander Dr. Unit E-7 Wilinington, NC 28403 [phone]

i
I
Intracoastal Engineering
March lath, 2020
NCDEQ
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Anchors Bend Townhomes
PN 2018-or8
Dear To Whom It May Concern,
E C E ice` ii�```
i'�AR 17 2020
RECEIVEDINCDENOWR
MAR 17 2020
Water Quality Regional
Operations Section
Wilmington tegional Office
Please find enclosed (1) original and (1) copy of Fast -Track Application, (1) fee
check ($480.00), and (i) USGS Topographic Map Sheet for the above referenced
project.
Please review for approval and contact us with any questions, comments or additional
information needed.
Sincerely,
Intracoastal Engineering PLLC
Charles D. Cazie
5725 Oleander Dr. Unit E-7 Wilmington, NC 28403 (91o)859-8983

Q
,AVR
State of North Carolina
Department of Environmental Quality
Division of Water Resources
34 15A NCAC 02T .0300— FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Division of Water Resources A 04-16 & SUPPORTING DOCUMENTATION
Application Number: W <l Qd ltWe (lo be wmpleted by DWR)
All items must be completed or the annileation will be returned
1. APPLICANT INFORMATION:
1. Applicant's name: Capc Fear Public Utility Au ority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ Sta(e/County ❑ Municipal ® Other Authority
3. Signature authority's name: per UA_NVAC-M. l.,_!Lt O)
Title: !ngbxIsfJUA1alI8Me! !tfft'itIfB£�GE
4. Applicant's mailing address: 239 Government Center Drive
City: WILMINGTON State: hK Zip: 28403
5. Applicant's contact information:
Phone number: (M) U2-00 Email Address: _
11. PROJECT INFORMATION:
I. Project name: Anchors Bend Townhomes
2. Application/Project status: ® Proposed (New Permit) ❑ Existing Permit/Project
If a modification, provide the existing permit number: WQ00_ and Issued date: _
If new construction but part of a master plan, provide the existing permit number: W000-
3. County whore project is located: NEW HANOVER
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.263°Longitude:-77,789°
5. Parcel ID (if applicable): FQ4JQ0-004-169.000 3q.`164AN rn.rlyl9li
(or Parcel ID to closest downstream sewer)
111. CONSULTANT INFORMATION:
I. Professional Engineer: Charles Cozier/Design. Engineer License Number: P-0662
Firm: INTRAC ASTAL ENGINEERING
Mailing address: 5725 Oleander Dr. Unit E-7
City: WILMINGTON State: hK Zip: 29403
Phone number: (2M 859-8983 Email Address: Cbarlio intraco2kolengin"ring.com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: James A )otghlin(NSWWTP) Permit Number: NC0023RO
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQQQ1.>?!725
System Wide Collection System Permit Number(s)(ifapplicable): WQCS_
Owner Name(s): _
FORM: FTA 04.16 Page 1 of 5

VI. GENERAL REQUIREMENTS
I. 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: DE VI been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a Home/Property Owners' Association, has an Operational Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®N/A
4. Origin of wastewater: (check all that apply):
® Residential 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 % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under 15A NCAC 02T .01 14(f)? ❑ Yes ® No
➢ If yes, provide a copy of now reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(1))
Daily Design Flow a,b
No. of Units
Flow
3 Bedroom Residence
360 gal/day
24
8,640 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
8,640 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.01 141 shall
be determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 0 GPD (per 15A NCAC 02T .0114)
➢ Do not include future flows or previously permitted allocations
If permitted flow is zero, indicate why:
❑ Pump Station or Gravity Sewer where flow will be permitted in subsequent permits that connect to this line
❑ Flow has already been allocated in Permit Number: W000303I OMOD
❑ Rehabilitation or replacement of existing sewer with no new flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable)- 02T._Q306 & AID(' ((;ravity Sewers):
1 • Summarize gravity sewer to be permitted:
I .
2.
3.
4.
5.
Length (feel) Material
386 PVC
➢ Section Il & 111 of the MDC for Permitting of Oravity Sewers contains information related to design criteria
D Section III contains information related to minimum slopes for gravity sewer(s)
D Oversizing lines to meet minimum slope requirement Is not allowed and a violation of the MDC
PUMP STATION DESIGN CRITERIA (If Applicable) —02T,OJOS & MDC (Pumn Stannns/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
Pump station number or name:
Approximate Coordinates (Decimal Degrees): Latitude: Longitude: - °
Design flow of the pump station: _ millions gallons per day (firm capacity)
Operational point(s) of the pump(s): — gallons per minute at _ feet total dynamic head (TDH)
Summarize the force main to be permitted (for this Pump Station):
Size (Inches) Length (feet) Material
6. Power reliability in accordance with !;•AI,('AS'031'.t1305tjZgJ]:
❑ Standby power source or pump with automatic activation and telemetry - I SA 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
Or if the pump station has an average daily flow less than 15,000 gallons per day:
❑ Portable power source with manual activation, quick -connection receptacle and telemetry - 15A NCAC 02T
.0305(h)(1)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1)(C):
D It shall be demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
D 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.
FORM: FTA 04.16 Page 3 of 5

IX. SETBACKS & SEPARATIONS — (02B.0200 & 15A NCAC 02T.0305(f)):
Does the project comply with all separations found in I SA NC Al_U21' ,UrQS(1 j-d t_k) ® Yes ❑ No
➢ 15A NCAC 02T.0305(1) contains minimum separations that shall be provided for sewer s% stems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
24 inches
Water mains (vertical -water over sewer 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-1 waters of Class I or
Class II impounded reservoirs used as a source of drinking water
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 (see item 1X.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any building foundation
5 feet
! Any basement
10 feet
1 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
I; n Nc M 0' J,u M (10 contains alternatives where separations in D2J.0305t11 cannot be achieved.
D ""Stream classifications can be identified using the Division's iJ("Sgt face Water C loss ifgnitons wetl>.p+:c
v If noncompliance with 01 [ (i1nsl .o 11 J, see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
Y See the Division's draft separation requirements for situations where separation cannot be meet
➢ No variance is required if the alternative design criteria specified is utilized in design and construction
➢ As built documents should reference the location of areas effected
3. Does the project comply with all setbacks found in the river basin rules per J,4A NC/t[' 0213 .o'lo ? ® Yes ❑ No
D This would include Trout Buffered Streams per 15A N('A(' 2B.0202
4. Does the project comply with an individual 404 Permit or any 401 Certifications? ® Yes ❑ No
Wetland -related permits shall be requested, obtained, and adhered to for projects that impact wetlands or surface waters
Information can be obtained from the 401 & Buffer Pei niliin} Btm¢h
5. Does project comply with I,AS.1 __C(nf1.0 c j((t) (additional permits/certifications)? ® Yes ❑ No
Per I SA_)Lgj(¢.), directly related environmental permits or certification applications are 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.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per ! `.; :('!,i; uV ! .0 u1i, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streambanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes ® No
If yes, include an attachment with details for each line, including type (aerial line, size, material, and location).
High priority litres 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 permitee's individual System -Wide Collection permit.
FORM: VIA 04-16 Page 4 of 5

X, CERTIFICATIONS:
Does the submitted system comply with 11 i 7 J. the m)ininrun I,( ri,�� i; 11,; hr 11,1P,itIim W,
e l . rI %, I ipn). and the i r..,.ip tirIe i l,iinintnni llrsit n l'utulL tldr t vci;4nI, i as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Altemative Design Request application (VADC 10-14) and supporting documents
for review. AJrLrotal of lhc, request ix required_.priur to submittal of the F'nst Track Aunlicatimf„anJ xgttorlinr
documents.
2. Professional Engineer's Certification:
attest that this application for
(Profession' al Engineer's name from Application Item 111.1.)
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, Gravity Sewer
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 143-215,6B, 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.
North Carolina Professional Engineer's seal, signotur
3. Applicant's Certification per 15A NCAC 02T.0106(b):
1 Jeff Theb_erge, P.E., Engineering Manager
(Signature Authority's name & title from Application Item 1.3.)
attest that this application for
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 it
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 14 -215.6A and i,13-,: 15,611, 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: 3) 16 /2 o 7-
-
FORM: PTA 04.16 Page 5 of 5

Anchors Bend Townhomes
1 /25/2019, 11:08:51 AM
Surface Water Classifications
•
�'�•
•
�
�-tom
�
\
••
j
i
1:18,056
0 0.13 0.25 0.5 mi
0 0.2 0.4 0.8 km
Copyright,® 2013 National Geographic Society, i-mbed
NCDENR Div, Water Resources
NCDENR - Division of Water Resources I Copyright:® 2013 National Geographic Society, i-mbed I

3/17/20
Sewer Narrative
Anchors Bend Townhomes
New Hanover County, NC
PN 2018-018
Anchors Bend Townhomes is a proposed 24 unit townhome development which
will occupy an existing vacant parcel totaling 3.72 acres located at 6oi9 North Bend Rd.
writhing the Anchors Bend subdivision in New Hanover County, NC. We are proposing to
serve 24 Three Bedroom Residential units. The project will generate 8,64o GPD of
watewater (36o gpd/unit * 24 units), which was allocated as part of Permit #
WQ00303ioMOD. This flow will be routed to a proposed MH on an existing 12" main
by means of 8" gravity mains with residential services proposed for this site. The
Existing 12" Main is located within a Public Utility Easement which crosses the site near
the southeastern property boundary. The proposed sewer mains will be located within a
proposed 40' Private Right of Way. We are proposing to tie to this existing main where
the receiving downstream sewer size is a 12" line. The flow will ultimately reach the
James A. Loughlin (NSWWTP) treatment plant WWTF Permit No. NCoo23965-
Stormwater runoff from this site is discharged to Howe Creek, classification SA;ORW
18-87-23.