WQ0033304_Application (FTSE)_20200423

Permit Number W00033304
Program Category
Non -discharge
Permit Type
Gravity Sewer Extension, Pump Stations, & Pressure Sewer Extensions
Primary Reviewer
dean.hunkele
Coastal SWRule
Permitted Flow
6,480
Facility
Facility Name
Fowler Tract Sewer
Location Address
Owner
Central Files: APS _ SWP _
4/21 /2020
Permit Tracking Slip
Status
Project Type
In review
Major modification
Version
Permit Classification
B
Individual
Permit Contact Affiliation
Major/Minor Region
Minor Wilmington
County
New Hanover
Facility Contact Affiliation
Owner Name
Owner Type
Cape Fear Public Utility Authority
Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
Dates/Events
Wilmington NC 28403
Scheduled
Ong Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
8/8/2008 4/16/2020 7:vSS�A q-2-3
Regulated Activities Requested /Received Events
Subdivision Additional information requested
Wastewater collection Additional information received

CSD
ENGINEERING
April 16, 2020
Dean Hunkele
North Carolina Department of
Environmental Quality
Division of Water Resources
127 Cardinal Drive Extension
Wilmington, North Carolina 28405
Re: Treehouses on Kerr (Formerly Fowler Tract)
Sewer Permit Modification (WQ0033304)
New Hanover County
CSD Project No. 06-0093
Dear Mr. Hunkele:
APR 16 2020
The enclosed permit modification application is for +/- 538 LF of 8" private gravity sewer main to serve the
Treehouses on Kerr, a proposed 18-lot residential development in New Hanover Co. The original permit was
for 459 LF of main, so the revised alignments have exceeded the 10% allowance. The new mains will connect
to an existing CFPUA main that runs through the site. We also need to have the project name updated on the
new permit. There is no change in the flow allocation. The main will be installed by the developer and owned
and maintained by CFPUA. Enclosed please find:
- One (1) original Fast Track Sewer Application (FTA 04-16)
- $480.00 application fee, check #1048
- Street view map
- One (1) copy of original permit WQ0033304
If you have any questions or comments, please feel free to contact us. Thank you for your assistance.
Sincerely,
11-1--leA
Mike Broyhill
Encl.: As noted above
Cc: CDM Developments, LLC
3805 Cherry Avenue - Wilmington, NC 28403 - 910 7914441- www.csd-engineering.com — License a C-2710 �/`_'�`■ CSD
V, ENWNEEWNO

DWR
Dlvislon of Water Resources
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02T .0300 - FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number:
no be completed by DWR)
All items must he completed or the application will be returned
I. APPLICANT INFORMATION
I. Applicant's name: CFPUA (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership
❑ Federal ❑ State/County ❑ Municipal
3. Signature authority's name: Jeff Theberec PE per -15A NCAiC (01.. 1__011 N h 1
Title: Engineering Manager
4. Applicant's mailing address: 235 Government Center Dr.
City: Wilmington State: NC Zip: 28403
5. Applicant's contact information:
Phone number: (910332-690 Email Address: [e-mail]
❑ Privately -Owned Public Utility
® Other
❑. PROJECT INFORMATION:
I. Project name: Trechouses on Kerr
2. Application/Project status: ❑ Proposed (New Permit) ® Existing Permit/Project
If it modification, provide the existing permit number: WQ0033304 and issued date: 88-8_09 J
If new construction but part or a master plan, provide die existing permit number: W000_____
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.261101° Longitude:-77.986316'
5. Parcel ID(ifappliceble): R04200-002-010-003
(or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
I. Professional Engineer: Howard Resnik License Number: 25483
Firm: CSD Engineering
Mailing address: PO BOX 4041
City: Wilminelon State: NC Zip: 28406
Phone number: (2jQ) 791-4441 Email Address: [e-mail]
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I. Facility Name: Northside W WTP Permit Number: NCO023965
Owner Name: CFPUA
V. RECEIVING DOWNSTREAM SEWER INFORMATION (if different than WWTF):
I. Permit Number(s): WQ_ Downstream (Receiving) Sewer Sizes 9 inch
S%acni lVldc. C ollQ.Ilon S%,mil Pei mil. N mnhi_te � I 11%hli:uhl� is WQCS
Owner Name(s): CFPUA
FORM: FTA 04.16 Page I of 5

Vt. 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 Qpci, iinn_d Aei�cwcw H-[been attached?
❑ Yes ❑No ®N/A
3. If the Applicant is a nv +.lo nor, A,,,,J nip n ha,on UI •niiwi f 1 i�ciwcn1 (l (H,t\I:tl( )A) 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 %n Domestic/Commercial % Commercial
_ %n Industrial (Sco 15A NCAC 01 1- n 101(201)
"Is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Has a flow reduction been approved under I iA NCA(' t1'_T 01 1 li f)? ❑ Ycs ® No
If Yes, provide a copy of flow reduction approval letter
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow ° '
No, of Units
Flow
gal/
GPD
gal/day
GPD
gal/day
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
GPD
a See I5A NCAC (1'_T 01 1a11i1_.IJi,.tr1l I;_I_nd Iri(' i 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__12A-4).
b Per 15A NCAC 02T .01 14(c), design flow rates for establishments not identified (in table 1 ;\ NCA C u2l .11I 1-11 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: _ GPD (per 1A NCAC 02 f u 1 11)
i 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: W00033304
❑ Rehabilitation or replacement or existing sewer with no new now expected
❑ Other (Explain): ,
FORM: FTA 04.16 Page 2 of 5

VII. GRAVITY SEWER DESIGN CRITERIA (if Applicable) -0?_F.11305&VIDC (G ra�ih_Scoers);
I. Summarize gravity sewer to be permitted:
Size (inches)
Length (feet)
Material
8
330
C-900
8
208
DIP
➢ Section 11 & 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 requirement is not allowed and a violation of the MDC
VILL PUMP STATION DESIGN CRITERIA (If Applicable)-02 F .0305 & 11IX Ptonp Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: Longitude: -
3. Design flow of the pump station: millions gallons per day (firm capacity)
4. Operational point(s) of the pump(s): _ gallons per minute at feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches) Length (feet) Material
6. Power reliability in accordance with 11;\ \C_\C_0' I. 0 05 h li L is
❑ Standby power source or pump with 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
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):
➢ 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.
➢ 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 & I5A NCAC 02T .0305(f)):
1. Does the project comply with all separations found in I.SA_NUAC 02 f 0105; it
i 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
® Yes ❑ No
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 feel
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
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 IX.2)
50 feet
**Any other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feet
Any buildin • foundation
5 feet
Any basement
10 feet
Top sloe 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 15A `'CAC 02'1' .03(15(g) contains alternatives where separations in 0_l_0305(11I1 cannot be achieved.
i **Stream classifications can be identified using the Division's NC Sqi I u e W,t(�r ( I i,slf allrm, ec Lp_q
i If noncompliance wish 02T.010if Il nr is i. see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ❑ Yes N No ❑ N/A
i See the Division's draft separation requirements fur situations where separation cannot be meet
i No variance is required if the alternative design criteria specified is utilized in design and construction
1 As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 1=A N _AC 0211 .020W ❑ Yes ❑ No ® N/A
i This would include Trout Buffered Streams per I iA NCAC 2H 0202
4. Does the project require coverage/authorization under a 404 Nationwide or ® Yes [:)No
individual permits or 401 Water Quality Certifications?
Information can be obtained from the -401 k Huffer 1'crnuuina Hrnndl
5. Does project comply with (5A_\'(VC 02:1_nlU5it)<6) (additional permits/certifications)? ® Yes ❑ No
Per I>A NCAC 02 I.01,0=(. 116), 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 15ANUA(_02T.0102, "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to sircanrbanks that is subject to erosion that undermines or deteriorates the sewer.
❑ Yes N No ❑ N/A
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 perndtee's individual System -Wide Collection permit.
FORM: FTA 04.16 Page 4 of 5

X. CERTIFICATIONS:
I. Does the submitted system comply with iN(:A( W I, the AInn imuu D ,i n (n iicn i nl I'm ) Siani,n>
A1_lin1, ll t,,. �u..p m, t. and the n, .tie.+�r' In J.nmui I �l, snn l ni u i l l,il{ i i,.,.j as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents for
review. Approval of the reouest is required prior to submittal or the Fast Track Application and supporting documents.
2. Professional Engineer's Certification:
—jl(�SILL rGl 1C PS n '( attest that this application for
(Professional 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. 1 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 143-215.613, 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.
n.........._....._ __.___..........................................
North Carolina Professional Engineer's seal, signature, and date: i \\\\�NI lC A qi 2�//
SS�O
a SEAL -7
! iyip•025483
4,
GINOE7 •\�\��
13R6 8. R.1\
3. Applicant's Certification per 15A NCAC 02T .0106(b):
I, Jeff Theberge, Engineering Manager attest that this application for
(Signature Authority's name & title from Application Item 1.3.)
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 arc not completed and that if all required supporting documentation and attachments are not included, this
application package is subject to being returned as incomplete. 1 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 he violated. 1 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 Jd, ' U t•.A and 1 � 3 ? 1.",.61k, 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: 4/13/2020
FORM: FTA 04-16 Page 5 of 5