74766D - Holdings

CAMA / )(DREDGE & FILL NO. 74766 A B
AENERAL PERMIT Previous permit#
New -]Modification ❑Complete Reissue []Partial Reissue Date previous permit issued
ized by the State of North Carolina, Department of Environmental Quality
oastal Resources Commission in an area of environmental concern pursuant to 15A NCAC 1 ❑Rules attached.
Name N m-n 1 /k �< o f C to , --CALc Project Location: County `1%t.� H.A N O V E
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City W 1 L MI MC-ZTO AI ZIP 2-$4
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yes
Attached: yes
ling permit may be required by:
Local Planning lurisdiction)
A d DV r s CCLA WTY ❑ See note on back regarding River Basin

CComplete items 1, 2, and 3.
Print your name and address on the reverse
so that we can return the card to you.
■ Attach this card to the back of the mailpiece,
or on the front if space permits.
I. Article Addressed to:
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A. Signature
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D. Is delivery address different from item 1?
If YES, enter delivery address below:
❑ Agent
t3 Addressee
ate of Delivery
❑ Yes
0 No
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I II I
II II
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ElAdultult Signature
❑ Priority Mail Express®
❑ Adult Signature Restricted Delivery
❑Registered MaiIT'"
❑ Registered Mail Restricted
9590 9402 3535 7305 8626 92
0 Certified Mail@
Delivery
❑ Certified Mail Restricted Delivery
❑ Collect on Delivery
❑ Return Receipt for
Merchandise
?. Article Num-ber omnsfer from service label)
❑ Collect on Delivery Restricted Delivery
❑ Signature Confirmation -
7 011 1570 0001 5643 7978
— -
Mail
Mail Restricted Delivery
❑ Signature Confirmation
Restricted Delivery
'S Form 3811, July 2015 PSN 7530-02-000-9053
_ -;00)
Domestic Return Receipt

US Hwy 421 Subaqueous Utility Line CAMA General Permit
ADJACENT PROPERTY OWNER STATEMENT
I hear by certify that I own property or I am authorized to represent the owner of property located
adjacent to Holdings of TCM. Inc.'s (herein referred to as the "Applicant") project property,
which is located along US Hwy 421 North and USS NC Battleshia Road , in New Hanover
County North Carolina.
The Applicant has described to me, as shown below, the proposed development at the above location,
and I have no objections to the proposal.
INSERT DESCRIPTION AND/OR DRAWING OF THE, PROPOSED DEVELOPMENT:
(To be completed by the Applicant proposing the development)
***Please see attached US Hwy 521 Subaqueous Utility Line Plans, for details of the work***
Dana A. Lutheran (SEGi)
Applicant (Agent)
5315 South College Road, Suite E
Mailing Address
Wilmington, NC 28412
City/State/Zip
910.452.2711
Telephone Number
- �F��fll�
Signature
11/6/19
Date
i hlckw/hAl
Property Owner (print) /A,
Mailing � Address
il�
City/State Zip
Wt9-1?07- �/6�
Telephone Number
ignature
no.o

US Hwy 421 Subaqueous Utility Line CAMA General Permit
ADJACENT PROPERTY OWNER STATEMENT
I hear by certify that I own property or I am authorized to represent the owner of property located
adjacent to Holdings of TCM, Inc.'s (herein referred to as the "Applicant") project property,
which is located along US Hwv 421 North and USS NC Battleship Road , in New Hanover
County , North Carolina.
The Applicant has described to me, as shown below, the proposed development at the above location,
and I have no objections to the proposal.
INSERT DESCRIPTION AND/OR DRAWING OF THE PROPOSED DEVELOPMENT:
(To be completed by the Applicant proposing the development)
***Please see attached US Hwy 521 Subaqueous Utility Line Plans, for details of the work***
Dana A. Lutheran (SEGO
Applicant (Agent
5315 South College Road, Suite E
Mailing Address
Wilmington, NC 28412
City/State/Zip
910.452.2711
Telephone Number
Signature
/.,/in
4U)'�IDL U(1-
Property Owner (print)
ailing Address
L--t LAArKID
FI
Sign !P7 q r>� / 1 0/

e
:)uthern Environmental Group, Inc.
315 South College Road, Suite E
lilmington, North Carolina 28412
10.452.2711(office) • 910.452.2899 (fax)
ate: 12/10/19
Mr. Tyler McGuire
f: NC Division of Coastal Management
ttached you will find:*
roposal Sketch(es)
) Package Report(s)
Transmittal Letter
Permit Signed Wetland Map
CE�
Information Request
-ftCEjVV
DEC 10 2019
ffftx�__ b,"
Photo(s)
Other
Copies Dated IDescription
1 8/30/19 US Hwy 421 and Battleship Road Subaqueous Utility Line Site Plans
h
)r your Review/Comment
arrected and Returned
Cher:
*If noted items are NOT attached, please contact our office.
For your Records Returned for Correction(s)
For your Signature As Requested
: Hand Delivery
Fed -Ex UPS
US Postal Service
Other
Notes: Tyler, thought you might
want copies of the entire plan,
prior to our meeting
on Thursday

SECTION .1600 - GENERAL PERMIT FOR THE INSTALLATION OF AERIAL AND SUBAQUEOUS
UTILITY LINES WITH ATTENDANT STRUCTURES IN COASTAL WETLANDS: ESTUARINE WATERS:
PUBLIC TRUST WATERS AND ESTUARINE SHORELINES
15A NCAC 07H .1601 PURPOSE
A permit under this Section shall allow for the installation of utility lines both aerially and subaqueously in the coasts
wetland, estuarine water, public trust areas and estuarine and public trust shoreline AECs according to the authority provide
in Subchapter 7J .1100 and according rules in this Section. This general permit shall not apply to the ocean hazard AEC5
History Note: Authority G.S. 113-229(c1); 113A-107(a)(b); 113A-113(b); 113A-118.1;
Eff. March 1, 1985;
Amended Eff. August 1, 2000; August 1, 1998.
15A NCAC 07H .1602 APPROVAL PROCEDURES
(a) The applicant must contact the Division of Coastal Management and complete an application form requesting approval fo
development. The applicant shall provide information on site location, dimensions of the project area, and his name am
address.
(b) The applicant must provide:
(1) confirmation that a written statement has been obtained signed by the adjacent riparian property owner
indicating that they have no objections to the proposed work; or
(2) confirmation that the adjacent riparian property owners have been notified by certified mail of the propose(
work. Such notice should instruct adjacent property owners to provide any comments on the propose(
development in writing for consideration by permitting officials to the Division of Coastal Managemen
within ten days of receipt of the notice, and, indicate that no response will be interpreted as no objection
DCM staff will review all comments and determine, based on their relevance to the potential impacts of th,
proposed project, if the proposed project can be approved by a General Permit. If DCM staff finds that th,
comments are worthy of more in-depth review, the applicant will be notified that he must submit a]
application for a major development permit.
(c) No work shall begin until an on -site meeting is held with the applicant and appropriate Division of Coastal Managemen
representative so that the utility line alignment can be appropriately marked. Written authorization to proceed with th,
proposed development will be issued during this visit. Construction on the utility line must begin within twelve months of thi
visit or the general authorization expires.
History Note: AuthorityG.S. 113A-107(a)(b); 113A-113(b); 113A-118.1; 113A-229(cl);
Eff. March 1, 1985;
Amended Eff. January 1, 1990.
CAC 07H .1603 PERMIT FEE
plicant shall pay a permit fee of four hundred dollars ($400.00) by check or money order
to the Department.
Note: Authority G.S. 113-229(cl); 113.4-107; 113A-113(b); 113A-11b'.1: 113A-119:
113A-119.1;
Eff. blanch 1, 1985;
.drnended F_ff. September 1, 2006; Au,;ust 1, 2000; Mcirch 1, 1991.
15A NCAC 07H .1604 GENERAL CONDITIONS
(a) Utility lines for the purpose of this General permit or any wipes or pipelines for the transportation of notable water

Central Files: APS _ SWP
2/14/2
lumber WQ0041483 Permit Tracking Slip
Category
large
pe
awer Extension, Pump Stations, & Pressure Sewer Extensions
reviewer
cele
WRule
Flow
Status
Project Type
In review
New Project
Version
Permit Classification
A
Individual
Permit Contact Affiliation
rme Major/Minor Region
Road to Point Harbor Road Interceptor Minor Wilmington
kddress County
New Hanover
Facility Contact Affiliation
me Owner Type
Public Utility Authority Government - Municipal
Owner Affiliation
James R. Flechtner
PE
235 Government Center Dr
ents Wilmington NC 28.
Scheduled
App Received Draft Initiated Issuance Public Notice Issue Effective Expir
2/13/2020
--- .. . �.
COASTAL LAND DESIGN, PLLC BANK of AMERICA, NA 6
PO BOX 1172 CHARLOTTE, NC 28202
W16MING'rON, NC213402-1172 6649/530
[phone]
02/13/2020

Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
P.O. Box 1172 Phone: [phone]
Wilmington, NC 28402 Fax: [phone]
www.cldeng.com
NCDEQ-D WR
127 Cardinal Drive Extension
Wilmington, NC 28405 l
Date: February 13, 2020
File: 425-02
Subject:
[phone] 1
� Fast Track Sewer Application
n: Dean Hunkele
Battleship Road Development
Requested ❑ For Your Files ❑ For Distribution ® For your Review / Action / Approval
nt via Mail ❑ Sent via Courier
antity Drawing No. Description
1 Original Submittal Cover Letter
1 Check In the Amount of $480.00
1 Original Fast Track Sewer System Extension Application (FTA-04-16)
1 Original Supplemental USGS and Street Level Maps
1 Copy All Items Listed Above
.emarks I Please contact our office should you have any questions or concerns. Thank vou.

IV —
Coastal Land Design, PLLC
Civil Engineering/Landscape Architecture
Land Planning/Construction Management
February 13, 2020
XCDEQ - DWR
1617 Mail Service Center
Raleigh, NC 27699-1636
'919) 807 — 6312
Re: Fast Track Sewer System Extension Application for the Battleship Road Development
The Battleship Road Development a future project that will be located off Battleship Road (SR 1300) in New
Hanover County, North Carolina. Development of the area requires the installation of approximately 7,770 linear
Feet of 8-inch diameter sewer force main to be extended from an existing Cape Fear Public Utility Authority
;CFPUA) 8-inch sewer force main off Point Harbor Road (SR 2142).
There is no flow being applied for at this time. The first phase of the project is to entitle the property with sewer
infrastructure sized based upon planned and probable development activities on site. Once site -final designs are
-omplete, sewer allocation and infrastructure will be applied for at the time based upon the specific site plan and
iemands for the development.
The downstream wastewater treatment facility (WWTF) is the James A. Loughlin NSWWTF (NC 0023965)
which is owned and operated by the CFPUA. The proposed sewer force main will connect to an existing CFPUA
3-inch sewer force main under permit WQ0039283.
Included with this submittal are provided below. The application fee was submitted with the original submittal.
• B. Cover Letter (This Sheet)
• C. Application Fee ($480.00)
• D. Fast Track Application (Form: FTA 04-16)
• F. Site Maps (USGS Topographic Map and Street Level)
If you have any questions or need any additional information, please feel free to contact our office.
Very Respectfully,
�oFESS/py9l
Q
SEAL
033196
4C/

ilvlslon 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: 6 QQ ` ( i h (m be completed by vwlt)
All items must be completed or the application will be returned
APPLICANT INFORMATION:
1. Applicant's name: Cape Fear Public Utility Authority (company, municipality, HOA, utility, etc.)
2. Applicant type: ❑ Individual ❑ Corporation ❑ General Partnership ❑ Privately -Owned Public Utility
❑ Federal ❑ State/County ❑ Municipal ® Other
3. Signature authority's name: Gay McSmith. PE per 15A NCAC 02T .0106(b)
Title: Chief Engineer
4. Applicant's mailing address: 235 Government Center Drive
City: Wilmington State: NC Zip: 28403-
5. Applicant's contact information:
Phone number: (910� 332-6560 Email Address: Gary.McSmith(@,cfpua.org
PROJECT INFORMATION:
1. Project name: Battleship Road Development
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: WQ00
3. County where project is located: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.2331' Longitude:-77.9526'
5. Parcel ID (if applicable): R05300-001-002-000 & R05300-001-001-000
(or Parcel ID to closest downstream sewer)
CONSULTANT INFORMATION:
1. Professional Engineer: Jason K Carmine License Number. 033196
Firm: Coastal Land Design. PLLC
Mailing address: P.O. Box 1172
City: Wilmington State: NC Zip: 28402-_
Phone number: 2110) 254-9333 Email Address: jcarmine(cr�cldeng.com
WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
I Pnrilihi Name• T%mec A T nnohlin NRWW77 Permit Nnmlwr• NC 0A719F4

GENERAL REQUIREMENTS
1. If the Applicant is a Privately -Owned Public Utility, has a Certificate of Public Convenience and Necessity been attached?
❑ Yes ❑No ®N/A
2. if the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEVbeen attached?
❑ Yes []No ®N/A
3. If the Applicant is a Home/Propertv Owners' Association. has an Operational A_reement (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: % Domestic/Commercial % Commercial
% Industrial (See 15A NCAC 02T .0103(20))
bIs 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
7. Summarize wastewater generated by project:
Establishment Type (see 021.011RM
Daily Design Flow ''s
No. of Units
Flow
gal/
GPD
gal/
GPD
gal/
I GPD
gal/
GPD
gal/
GPD
I gal/ GPD
Total 0- GPD
a See 15A NCAC 02T .0114(b) (d) (e)(l) and Lx2) 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.0114] 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:

[I. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
I. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NONE NONE NONE
++E
4
i
i
➢ 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 requirement is not allowed and a violation of the MDC
III. PUMP STATION DESIGN CRITERIA (If Applicable) —02T .0305 & MDC (Puma Stations/Force Mains):
COMPLETE FOR EACH PUMP STATION INCLUDED IN THIS PROJECT
1. Pump station number or name:
2. Approximate Coordinates (Decimal Degrees): Latitude: 0Longitude: - °
3. Design flow of the pump station: 40- 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)
L Material
8
31040
C900 PVC DR-18
8
4,555
Fusible C900
PVC DR 18
8
105
DIP PC350
6. Power reliability in accordance with 15A NCAC 02T .0305(hN 1):
❑ Standby power source or pump with automatic activation and telemetry - 15A NCAC 02T .0305(hx1)(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(hx 1)(C)

C SETBACKS & SEPARATIONS — (02B .0200 & 15A NCAC 02T.0305(f)):
1. Does the project comply with all separations found in 15A N AC 02T..0305(tl & () ®Yes ❑ No
➢ 15A NCAC 02T.0305(f) contains minimum separations that shall be provided for sewer system. -
Setback Parameter* Separation Re uired
Storm sewers and other utilities not listed below (vertical)1 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 orizontal - reclaimed over sewer
2 feet
**Any private or public water supply source, including any wells, WS-I waters of Class I or
Class II impounded reservoirs used as a source of drinking water
100 feet
**Waters classified WS (except WS-1 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 i
10 feet
Any building foundation
5 feet
Any basement
10 feet
Top slope of embankment or cuts of 2 feet or more vertical hei;ht
10 feet
Drainage systems and interceptor drains I
5 feet
Any swimming pools I 10 feet
Final earth grade (vertical) I 16 inches I
➢ 15A NCAC 02T_0305(-.) contains alternatives where separations in 02T.03051fl cannot be achieved.
➢ **Stream classifications can be identified using the Division's NC Surface Water Classifications webpage
➢ If noncompliance with 02T.0305(f) or(9Z see Section X of this application
2. Does the project comply with separation requirements for wetlands? (50 feet of separation) ® Yes ❑ No
➢ 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 15A NCAC 02B .0200? ® Yes []No
➢ This would include Trout Buffered Streams per 15A NCAC 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 Permitting Branch
5. Does project comply with 15A NCAC 02T.0105(cH6) (additional permits/certifications)? ® Yes [:]No
Per 15A NCAC 02T.0105(c)16). 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.).

CERTIFICATIONS:
1. Does the submitted system comply with 15A NCAC 02T, the Minimum Design Criteria for the Permittin_ of Puma. Statioi
and -Force Mains ;latest version_, and the Gravi. Sewer Minimum Design Criteria .latest version � as applicable?
® Yes ❑ No
If No, complete and submit the Variance/Alternative Design Request application (VADC 10-14) and supporting documents fi
review. Approval of the request is required prior to submittal of the Fast Track Application and supporting document
2. Professional Engineer's Certification:
- - attest that this application fc
(Professional Engineer's name from Application Item 1II.1.)
has been reviewed by me and is accurate, complete and consistent with the information supplied in the plans, specification
engineering calculations, and all other supporting documentation to the best of my knowledge. I further attest that to the be
of my knowledge the proposed design has been prepared in accordance with the applicable regulations, Gravity Sewi
Minimum Design Criteria for Gravity Sewers (latest version), and the Minimum Design Criteria for the Fast -Track Permittin
of Pump Stations and Force Mains (latest version). Although other professionals may have developed certain portions of th
submittal package, inclusion of these materials under my signature and seal signifies that I have reviewed this material ar
have judged it to be consistent with the proposed design.
NOTE — In accordance with General Statutes 143-21.5.6A and 143-215.613, any person who knowingly makes any fal:
statement, representation, or certification in any application package shall be guilty of a Class 2 misdemeanor, which ma
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 Certification per 15A NCAC 02T .0106(b):
attest that this application for
(Signature Authority's name & title from Application ' m 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 c
this application are not completed and that if all required supporting documentation and attachments are not included, thi
application package is subject to being returned as incomplete. I understand that any discharge of wastewater from this nor
discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penaltie:
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a conditio
of this permit be violated. I also understand that if all required parts of this application package are not completed and that
all required supporting information and attachments are not included, this application package will be returned to me a
incomplete.
NOTE — In accordance with General Statutes 143-215.6A and l 43-215.613, any person who knowingly makes any fals

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North Carolina Department of Environment and Natural Resources
Division of Coastal Management
Bev" Eaves Perdue, Governor James H. Gregson, Director Dee Freeman, Secretary
Date 27 pecem6erZO19
Name of Property Owner Applying for Permit:
Holdings of TCM, Inc.
Mailing Address:
y�. t,
I certify that 1 have authorized (agent) 5outkem environmental Group, Inc. to act on my
behalf, for the purpose of applying for and obtaining all CAMA Permits necessary to
install or construct (activity) 5u6agueous sewer and water lines ,
at (my property located at) along tke Hwy +21, (J 54 North Carolina Road and Ijattleshig Road .
This certification is valid thru (date) December 3 1. 2021
(L•t7-15
Mr. ,Jay 5kott
Prnnerty f)wner Siansktnre/ u na+o