WQ0042486_Application (FTSE)_20210521

Central Files APS _ SWP —
41290021
Permit Number WQ00424$6 Permit Tracking SHP
Program Category Status Project Type
Non -discharge
In review New Project
Permit Type Version Permit Classiflcation
Gravity Sewer Extension Pump Stations. & Pressure Sewer Extensions A Individual
Primary Reviewer
tyler Benson
Coastal SWRule
Permitted Flow
Facility
Permit Contact Affiliation
Facility Name Majori'Minor Region
244 PeifferAvenue Subdivision Private Sewer Minor Wilmington
County
Location Address
New Hanover
Faciiitp Contact Affiliation
Owner
owner Name Owner Type
Sand Peddler Properties LLC Non -Government
Owner Affiliation
Daniel Thompson
207 Cypress Ave
DateslEvents Wrightsville Beach NC 2848049
Scheduled
orig Issue App Received Draft Initiated Issuance Public Notice Issue Effective Expiration
412312021

JBSCONSULTING, PA
7332 Cotesworfh Drive
Wilmington, NC 28405
[phone]
PLANN1NO - I:NGINFFR1Nii-PROJFC7' MANA[ilAWN1
April 21, 2021
Mr. Dean Hunkele
NC DEQ -DWR
,
127 Cardinal Drive Extension
-+ A
APB
23
Wilmington, NC 28405
26ZI
RE: Permit Application
244 Peiffer Avenue - Minor Subdivision
Wilmington, NC
Dear Mr. Hunkele,
Attached is a complete fast track application for the above -named system. I trust I
have provided enough information for your timely review.
This system involves extending +f- 296 LF of 6" C900 to serve four subdivided lots- This
extension ties to gravity sewer awned and operated by CFPUA. This extension is
slated to be privately owned and operated by the developer.
As always if you have any questions please do not hesitate to call or email- Thanks in
advance.
Sincerely yours;
(I A�
1
Bradford Sedgwick. PE
Attached: Application (2)
Project Narrative - in letter above
Application Check ($480)
FTSE Form [2j
Street Level Map (2)
Quad Map (2)
Secretary of State Into
Form DEV 03-19

State of North Carolina
Department of Environmental Quality
9001.� Division of Water Resources
] 5A NCAC 02T .0300 -FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
Dlvislon of W#er Resources FTA 04-16 & SUPPORTING DOCUMENTATION
Application Number: QOW IA Kg (to be comcierd by nwrt)
611 items must be completed or the application will be returned
L APPLICANT IN1MP-MATIONI:
1. Applicant's name. Sand Peddler Properties. LLC (company, municipality, HOA, utility, etc.)
2. Applicant type: ®individual ❑ Corporation ❑ General Partnership ❑ Privately -owned Public Utility
❑ Federal ❑ Stawcounty ❑ Municipal ❑ Other
3. Signature authority's name: Daniel Thompson per 15A NCAC 02T .0106 b
Title: Manager
4. Applicant's mailing address: 207 Cypress Avenue
City: Wrigbtsville Beach State: NC Zip: 28480-1191
5. Applicant's contact infonnation:
Phone number: (9IU] 2k2-MO1. Email Address: daniel&ntracoastalreahy.com
U. PROJECT INFORMATION:
1. Project name: 244 Pcifer Avnue Subdivison
2. Appheation/Project status: ® Proposed (New Permit) ❑ Existing PerrniVProject
If a modification, provide the existing permit number: WQ00 and issued daft-
if new construction but part of master plan, provide the existing permit number. WQ00
3. County where prnjtwt is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 3410638 Longitude;-77,84444'
5. Parcel M (if applicaNe)-. R066207-914-024-000
(or Parcel ID to closest downstream sewer)
W. CONSULTANT INFORMATION:
1, Professional Engineer. Brad Sedgwick, PE License Number: 26378
Firm: )BS Consulting. PA
Mailing address: 73.32 Cotesworth Drive
City: Wilmivon State: NC Zip. 28405-�
Phone number: (9t0] 619-9990 Email Address: [e-mail]
lY. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: Permit Number:
owner Name:
V. RECEM NG DOWNSTREAM SEWER INFORMATION (if different than WWTF):
1. Permit Number(s): WQ� Downstream (Receiving) Sewer Size: inch
System -Wide Collection S.y-5tem Permjl NumbgIs! (if Jicable): WQCS
Owner Name(s):
FORM: FFA Od.l 6 .�. -- - - -- — Page l of 5

V1. 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 Applirturt is a Developer of lots to be sold, has a Developteraeional A¢reamertt (FORIuI: £lEV} been attached?
® Yes []No ❑N/A
3_ If the Applicant is a HQMJL _0p 0vvncrs' Association, has nnQpeiVion13 Agreement (FORM: HOA) been attached?
❑ Yes ❑No ®ld1A
4. Origin of wastewater: (chock all that apply):
® Residential Owned ❑ Retail (stores, centers, mails) ❑ Car Wash
❑ Residential teased ❑ Retail with food preparation/service ❑ Hotel andlor Motors
❑ School l preschool l day care ❑ Medical l dental / veterinary facilities ❑ Swimming Pool /Clubhouse
❑ Food and drink facilities ❑ Church ❑ Swimming PooLTitter Backwash
❑ Businesses / offices 1 factories ❑ Nursing Home ❑ M-er (Explain in Attachment)
5. Nature of wastewater : 100 % Domestie/Commercial % Commercial
% Industrial Qtc 15A NCAC 02T-0103[20))
L-41-Is there a Pretreatment Program in effect? ❑ Yes ® No
6. Has a flow reduction been approved under 15A NCAC 02T--Q.1 !4(f)? ❑ Yes ® No
? If yes, provide a cony of flow reduction_ approval letter
7, Summarize wastewater generated by project:
Establishment Type (see 02T.01 -K
Daily 1 "%ffl Flow' °
No. of Units
Flow
Single Family Residential
3 BDRM W60
4
1440 GPD
gall
GPD
gaV
IGPD
gal/
GPD
gaV
GPD
— - -
gav
GPD
Total
GPD
a See I5A NCAC 027.0114(b). M. (e)f 1) and (cH2) for caveats to wastewater design flow rates (i.e_, minilrsum flaw 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. 4ZA-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.0 r 14 shall be
determined using available flow data, water using fixtum, occupancy or operation patterns, and other measured dam-
S
. Wastewater generated by project: 1440 GPD (per 15A NCAC 02T .0114)
J+ 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 Nurnber;
❑ Rehabilitation or replacement of existing sewer with no now flow expected
❑ Other (Explain):
FORM: FTA 04-16 Page 2 of 5

VD. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T.0305 & MDf Wravi#y Sewers):
1. Summate gravity sewer to be permitted:
Size (inches) Length {feet) Material
6 296 C900
r' Section II & III of the MDC for Permitting of Gravity Sewers contains information related to design criteria
8 section Ill contains information related to minimum slopes for gravity sewer(s)
Y Oversixing lines to meet minimum slope requirement is not allowed and a violation of the MDC
VIII. PUMP STATION DESIGN CRITERIA (I(Applicable) - 02T A305 & KDC(PUMP Stateans/Force Maim):
COMPLETE FOR EACH PtJN P STATION INCLUDED IN THIS PROJECT
1. Pump station number or name: NIA
2, Approximate Coordinates (Decimal Degrees): Latitude: Longitude:
3. Design flow of the pump station: millions gallons per day (firm capacity)
4, aperationai paint(s) of the purnp(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 15A NCAC 02T _0305(h)(I):
❑ Standby power source or plump with automatic activation and telemetry - I SA NCAC 02T .0305(hx 10B);
➢ ,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
03 o5(h)(I)(C)
or
❑ Portable pumping unit with plugged emergency pump connection and telemetry - 15A NCAC 02T .0305(h)(1 XC):
It shall he demonstrated to the Division that the portable source is owned or contracted by the applicant (draft agreement)
and is compatible with the station.
a 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.
FC1RM FTA 04-16 Page 3 of 5

Ix. SETBACKS & SEPARATIONS — (0213.0200 & 15A NCAC 02T .0305(f)):
i. Hoes the project comply with all separations found in 15A NCAC 02T .0305(fl & (g) ❑ Yes ❑ No
'e 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer systems:
Setback Parameter'
Sep=tion Rewired
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 wager lines vertical - reclaimed over sewer
l8 inches
2 The
Reclaimed water lints(horizontal - reclaimed over sewer
"Any private or public water supply source, including any wells, WS-1 waters of Class I or
Class Il impounded reservoirs used as a source of drinking water
100 Feet
"Waters classified WS (except WS-1 or WS-V ), H, SA, ORW, HQW, or SB finrr► normal
hi h water or tide elevation and wetlands see item IX.2
50 feet
"Arty other stream, lake, impoundment, or ground water lowering and surface drainage
ditches
10 feels
Any building foundation
5 feet
Any basement
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 sw' is
10 feet
Final earth de vertical
36 inches
A l5A NCAC 02T.0305 contains alternatives whcre separations in 02T_0305(ft cannot be achieved.
• n 'Stream classifications can he identified using the Division's NC Surface Water Classification$ webpa e
)k If noncompliance with 02T.0305(f) or (g], sec Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes [:)No ❑ NIA
g Seethe Division's draft separation requirements for situations where separation cannot be meet
A Na variance is required if the alternative design criteria specified is utilized in design and construction
Y As built documents should reference the location of areas effected
3. Does the project comply with setbacks found in the river basin rules per 15A NCAC 02B .0200? ❑ Yes ❑ No ®NIA
g This would include Trout Buffo d Streams per 15A NCAC 2B.0202
4. Does the project require coverage/authorization under a 404 Nationwide or ❑ Yes ®N❑
individual permits or401 Water Quality Cerkifications?
F Information can be obtained from the 401 & Duffer Permitting Branch
5. Does project comply with 15A NCAC 027'.010McX6] (additional permits/certifications)? ® Yes ❑ No
Par 15A NCAC 02T.01451cH0. directly related envirownental 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 (erasion and
sedimentation control plans, stonnwater management plans, etc.).
6. Does this project include any sewer collection lines that are deemed "high -priority?"
Per 15A NCAC 02T.0402. "high -priority sewer" means "any aerial sewer, sewer contacting surface waters, siphon, or sewer
positioned parallel to streamhanks that is subject to erosion that undermines or deteriorates the sewer.
[:]Yes ® No ❑ NIA
F If yes. include an attachment with details for each line, including type (aerial line, size, material, and location).
H4h priority lines shall be inspected by the permittee or its representative at least once every six -months and inspections
documented per 115A NCAC 02T-0403(a)(S) or the permitee's individual System -Wide Collection permit.
FORM: FrA 04-16 rage 4 of 5

DowSign Envelope 10_ DDIA9F34-DECE-46AF-9043-0765C74D4C76
X. CERTIFICATIONS:
1, Does the submitted system comply with 15A iNCAC .0 the Minimum desigI3 Crit0a_for the Permitting of Pump Stagign
and Force Maips-Cla-tesly_eTIJ1and the Gravity Sewer Minimum Design Criteria (latest versions as applicable?
® Yes ❑ No
If No, complete and submit the Variance/A Item alive rksign Request application (VA DC I0-14) and supporting documents for
review. Approvalaf & uect is required prior to submittal of the Fast Track Application and supporting documents.
2. Professional Engineers Certification:
45�[, I Te attest that this application far
(Professional Engineer's name from Application Item 111.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, 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 l have reviewed this material and
have judged it to be consistent with the proposed design.
NOTE - In accordance with Gencral Statutes 143-215.6A and 143-215.68, 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, signature, and date:
3. Applicant's CerESradion per 15A NCAC 02T .0 106(b):
attest that this application for
name & title from Application Item 1.3.)
has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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 orthe 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 i4.3-21_ 5.-0% 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 S 10,000 as well as civil penalties up to $25,000 per violation.
wdtro:,,, 4/19 2021
Signature: Dp�d t "`�^'! Date:
FLIaBA107mdn
FORM: FTA D4-16 Page 5 of 5

North Carolina secretary of State Search Results
hiTps://www.sosnc.gov'online-services/search/Busine5s- Registrati. -
- File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre -Populated Annual Report form • Print
an Amended a Annual Report form
Limited Liability Company
Legal Name
SAND PEDDLER PROPERTIES, LLC
Information
Sosld: 0482392
Status: Current -Active O
Date Formed: 112211999
Citizenship: Domestic
Annual Report Due Date: April 15th
CurrentAnnual Report Status -
Registered Agent: Thompson, Daniel K.
Addresses
Mailing
207 Cypress Avenue
Wrightsville Beach, NO 28480-1918
Reg Office
207 Cypress Avenue
Wrightsville Beach, NO 28480-1918
Company Officials
Principal Office
207 Cypress Avenue
Wrightsville Beach, NC 2B480-1918
Reg Mailing
207 Cypress Avenue
Wrightsville Beach. NC 28480-1918
All LLCs are managed by their managers pursuant to N.C_G.S. 57D-3-20,
Manager Administrative Member
DANIEL K. THOMPSON Maria Thompson
207 Cypress Avenue 207 Cypress Avenue
Wrightsville Beach NC 28480 Wrightsville Be NC 2848a
4/29/2021. t 2:43 PM

State of North Carolina
DWR Department of 1 nvironmental Quality
Division of Water Resources
Dhrislon of Water Resources Flow Tracking for Sewer Extension Applications
(FTSE 10-18)
Entity Requesting Allocation: Sand Peddler Properties, LLC
Project Name for which flow is being requested: 244 Pciffer Minor Subdivision
More than one FTSE may Se required for a single project if the owner of the WW P es nor responsible for all pump
sYafrons along the route of the propwwd waskwafer flow.
I. Complete this section only if you are the owner of the wastewater treatment plant.
a. WWTP Facility Name: M'Kcan MafiitI (Sout_hside) VVWTP
b. WWTP Facility Permit #: NPDES NC 0023973
rill flows are in MGD
c. V4'VVTP facility's permitted flow
12.000
d. Estimated obligated flow not yet tributary to the WWTP
2.790
e. WWTP facility's actual avg, flow
8.044 `
f. Total flow for this specific request
0.002440
g. Total actual and obligated flows to the facility
10.836
h. Percent of permitted flow used
90.3
I1. Campicte this section for each pump station you arc: re4ponmbie for along the route of this proposed
wastewater flow.
List pump stations located between the project connection point and the WW'TP:
(A)
(B)
(C)
(D)=(B+C)
(E)-(A-D)
Design
Obligated,
Pump
Pump
Average
Approx.
Not Yet
Total Current
Station
Station
Firm
Daily Flow"
Current
Tributary
Flaw Plus
(Name or
Permit
Capacity, •
(Firm / pf),
Avg. Daily
Daily Flow,
Obligated
Available
Number)
No.
MGD
MGD`
Flow, MGD
MGD
Flow
Cspacity*V*
34
NIA
14.976
5.76
4.O16
0,179
4.195
1.565
39
NIA
1.800
0.720
0.228
0.070
0.297
0,423
* The Firm Capacity (design flow) of any pump station is defined as the maximum pwnped 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 WW IT where the Available Capacity is { 0.
Downstrm u Facility Name (Sewer); Cape Fear Public Utility Authority
Downstream Permit Number:
Page 1 of 6
1= FSE 10-18

III. Certification Statement:
I IeffTh-- e, CFPUA Eng. Mgr certify to the beast of my knowledgc 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 hest available data. This certification applies to
those items listed above in Sections I and 11 plus all attached planning assessment addcndums for which I
am the responsible party. Signature of this form certifies that the feceiving collection system or treatment
works has adequate capacity to transport and treat the proposed new wastewater.
e] d 2.1 .
SIgNdgl0flicial Si iature re
Title of S gning Official
Page 2 of 5
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