WQ0044880_Variance/ Fast Track Appilcation_20231031

RECEIVEDState of North Carolina
Department of Environment and Natural Resources
DWR--� OCT 31 2723 Division of Water Resources
15A NCAC 02T .0105 — VARIANCE/ALTERNATIVE DESIGN REQUEST
Division of Water Resources INSTRUCTIONS FOR FORM: VADC 10-23 & SUPPORTING DOCUMENTATION
Plans, specifications and supporting documents shall be prepared in accordance with, 15A NCAC 02T .0100, 15A NCAC 02T
.0300, Division Policies and good engineering aractices. Failure to submit all required items will necessitate additional
processing and review time, and may result in return of the request.
For more information, visit the Wastewater Branch's website at:
htta: //aortal. ncdenr. org/web/wg/swp/ps/cs/ext
General — When submitting a request, 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. Unless otherwise noted, submit one original and one copy of the request and
supporting documentation.
A. Cover Letter (Required for All Request Packages):
® List all items included in the request package and a brief description of the requested permitting action.
® Submit a detailed description of specific criteria that a variance request is submitted for.
15A NCAC 02T, Minimum Design Criteria (MC) for the permitting of Gravity Sewers, &
Minimum Design Criteria (MDC) for the Permitting of Pump Stations and Force Mains
® Submit a detailed description why the project cannot comply with 15A NCAC 02T or adopted design criteria.
® Submit a detailed description of how the alternative design will meet the requirements of 15A NCAC 02T .0105(n)
B. Application Fee:
® Submit a check or money order in the amount of $600.00 dated within 90 days of application submittal.
➢ Payable to North Carolina Department of Environmental Quality (NCDEQ).
C. Request Form (VADC 10-23) (Required for All Request Packages):
® Submit the completed and appropriately executed VADC 10-23 request form.
® The Applicant's certification of the request shall be signed in accordance with 15A NCAC 02T.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).
® The Professional Engineer's Certification of the request shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
D. Engineering Plans (Required for All Request Packages):
® Submit one set of detailed plans that have been signed, sealed and dated by a North Carolina licensed Professional
Engineer, pertinent to the variance request. Individual plan sheets related to the request may be submitted instead of
complete plan sets.
® Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final plans. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
E. Specifications (Required for All Request Packages):
® Per 15A NCAC 02T .0304(b)(2), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional En ig neer, pertinent to the variance request.
® Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW
ONLY, NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However,
the specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.
F. Engineering Calculations (All Request Packages):
® Per 15A NCAC 02T .0305(b)(3), submit engineering calculations that have been signed, sealed and dated by a North
Carolina licensed Professional Engineer, pertinent to the variance request.
INSTRUCTIONS FOR FORM: VADC 10-23 & SUPPORTING DOCUMENTATION Pagel of 2

G. Applicable Sewer Extension Application and Supporting Documentation
(Required if submitted in conjunction with a variance request)
® Submit the completed and appropriately executed application if provided in conjunction with the request.
➢ This is exclusive to projects requiring a full technical review (ASEA 10-23 & SSEA 10-23).
➢ Submission of FTA 10-23 and supuortina documents to the reeional office is only allowed once the variance has
been approved by the Central Office Submission Prior will result in the application being returned.
15A NCAC 02T.0105 — Select Code Related to Variance / Alternative Design Criteria
(b)... The applicant shall provide adequate documentation to the Division to ensure that the proposed system will meet all
design and performance criteria as required under this Subchapter and other applicable rules, be operated as a non -discharge
system, and protect surface water and groundwater standards. Variances to this Subchapter or adopted design criteria must
be specifically requested in the application and, if approved pursuant to Paragraph (n) of this Rule, incorporated into
the permit. The Division may accept certification from a licensed or certified professional (e.g. Professional Engineers,
Licensed Soil Scientist, Licensed Geologist, Technical Specialist) that the design meets or exceeds minimum design criteria
applicable to the project. Division acceptance of certifications by the applicant or by licensed or certified professionals
preparing reports for the application shall not constitute approval of a variance to this Subchapter or applicable minimum design
and performance criteria unless specifically requested in the application and approved in the permit.
(n) The Director shall approve alternative Design Criteria in cases where the applicant can demonstrate that the alternative
design criteria will provide the following:
(1) equal or better treatment of the waste;
(2) equal or better protection of the waters of the state; and
(3) no increased potential for nuisance conditions from noise, odor or vermin.
THE COMPLETED REQUEST AND SUPPORTING DOCUMENTATION SHALL BE SUBMITTED TO:
ATTENTION: PERCS UNIT SUPERVISOR
By U.S. Postal Service:
1617 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
By Courier/SPecial Delivery:
512 N. SALISBURY ST. SUITE 925
RALEIGH, NORTH CAROLINA 27604
INSTRUCTIONS FOR FORM: VADC 10-23 & SUPPORTING DOCUMENTATION Page 2 of 2

DWR
Division of Water Resources
I. APPLICANT INFORMATIO
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
15A NCAC 02T .0105 — VARIANCE/ALTERNATIVE DESIGN REQUEST
VADC 10-23 & SUPPORTING DOCUMENTATION
Application Number: N: VQ0o {(�
1-1�90
(if applicable, to be completed by DWR)
1. Applicant's name: Castle Hayne Development Group, LLC
2. Applicant type: ❑ Individual ❑ Corporation ® General Partnership
❑ Federal ❑ State ❑ Municipal
3. Signature authority's name: Gavin Melia per 15A NCAC 02T .0106(b)
4. Applicant's mailing address: 120 Market Street-2nd Floor
City: Pinehurst State: NC Zip: 28374-
5. Applicant's contact information:
Phone number: [phone] Email Address: gavin kbaselinedevelopment.com
II. PROJECT INFORMATION:
1. Project name: Tractor Supply Store - Castle Hayne
2. Project status: ® Proposed ❑ Existing (if existing, Permit Number: )
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Branch Smith, PE License Number: 034354
Firm: Paramounte En ing eering Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: bsmith@12aramounte-en .cg omT
IV. VARIANCE REQUEST:
❑ Privately -Owned Public Utility
❑ County
Title: Manager
1. Provide a detailed list of specific criteria that a variance request is submitted for:
(e.g., NCAC 02T.0305(f) - Separation, MDC for Pump Stations / Force Mains 3.04(A)(1)(b) — Discharge Piping Velocity, etc)
The wetland is within 50-ft of the grinder pump wet well
FORM: VADC 10-23 Page 1 of 2

Applicant's Certification per 15A NCAC 02T .0106(b):
c"-a-r
AlalA , 1E4*FVAaZ-X Cli,J+1e, K•
(Signature Authority's name & title from
uest Item 1.3.
Go,SRe Hay," �z-
(Project h5me from Request Item 11.1.
ttest this request for
has been reviewed by me and is accurate and complete to the best of my knowledge. I also understand that if all required parts of
this request package are not completed and that if all required supporting information and attachments are not included, this
request package will be returned to me as incomplete. I understand that by certifying this variance request, I shall adhere to the
requirements of the variance approval should it be approved and all permit conditions should the permit be approved.
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 request package shall be guilty of a Class 2 misdemeanor, which may include a fine not to
exceed $10,000 as well as-ovil penalties up to $25,000 per violation.
Signature: Date: !D 7 - Q o -2 ?
Professional Engineer's Certification:
l
attest that this request for
(Professional Engineer's name from Request Item 111.1.)
7M&TV0-- STbq,E - "
(Project name from Request Item II.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 in accordance with 15A NCAC 02T 0105(n) will provide; equal or better treatment of the
waste; equal or better protection of the waters of the state; and no increased potential for nuisance conditions from noise, odor,
or vermin. I further attest as been prepared in accordance with this request package and its instructions, as well as all applicable
regulations and statutes. 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 request 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:
CAR04
i
�a SEAL
034354 _
9'• F t`;
� . NC I N� • g ��
to 6; V/1A
FORM: VADC 10-23 Page 2 of 2

TSC Castle Hayne - _ Legend
•
34.3125°N River Bluffs Marina
77.9202°W =� TSC Castle Hayne
Ab
ZI
Ala
1
Si
1 ` • O 0
l•X.. .
o _ MAE
ll �.
- S4,.
� s •
Ik
f
A L w ••i • •?T • •• • ,• •• 1^V'
1 41i v - • i • .• ; •., , • ••• •'" .xl i GGGlll llliii��`"VVV��'
i led•• • • ♦ •

pARAMOUNTE
TSC - Castle Hayne
Grinder Pump Station Calculations - Final Condition (Built -Out)
Wet WelWalve Vault Force Main Diameter =
1.25 inches
Wet Well/Valve Vault Force Main Length =
10 8
Wet Well/Valve Vault FM Equivalent Length =
28 If
Discharge Force Main Diameter =
2 inches
Discharge Main Length =
596 If
Discharge FM Equivalent Length =
652.8 If
Hazen -Williams Coefficient =
130
Invert Elevation into Pump Station =
33.50 msl
Rim/Prop. Top Elev. =
35.50 mat
Max. Elev. Along Force Main =
32 msi
Average Daily Flow =
2600 GPD 2t Flows
Average Daily Flow =
1.81 GPM
Peaking Factor =
2.5
Peak Hourly Flow =
4.5 GPM
Flow Increment:
0
gpm
Pump/System Analysis
Force
Additional Head (it)
Total Head (ft)
Pipe Flow
Main
System
Additional Head (ft)
(Fran
TDH (
TDH
from MFR
Rate
Velocity
Head (ft)
al Tie4n (From
ASSUMPTION
A
(ALL OFF)
(ALL ON)
BarnesBaes OGP-L
(GPM)
(ft/sec)
TEST ALL OFF)
ALL ON)
(2HP, 3450 RPM
(60 Hz)
0
0.00
2.3
92.4
120.12
94.65
122.37
- 200
5
0.51
3.1
92.4
120.12
95.45
123.17
188
25
2.55
18.0
92.4
120.12
110.38
138.10
148
28
2.86
21.6
92.4
120.12
114.05
141.77
125
30
3.06
24.3
92.4
120.12
116.69
144.41
0
1 psi = 2.31-ft of head
From pressure gauge test 40 psi Max = 92.4
Pumping Rate (ALL On) =
28 GPM
Force Main Velocity =
7.32 FPS
Basin Height =
7 It
Basin Diameter =
4 ft
Basin Area =
12.56 SF
Cycle Time =
45 minutes
Cycles/hour =
1.33
NCDENR Active Storage Volume =
76.01 Gallons
Active Storage Depth =
0.81 ft
High Water Alarm Elevation =
31.25 fmsl
Lag Pump On Elevation =
30.92 fmsl
Lead Pump On Elevation =
30.58 fmsl
Pump Cut -Off Elevation =
29.75 fmsl
Basin Bottom Elevation=
28.50 fmst
Static Lift =
2.25 It
Total Storage Vol.= 634 gal
Storage Vol. above Pump On = 433 gal »360 req'd by NCDEQ
250
200
150
x
0
F-
100
50
0
(29 - condition all on)
7.6 fps
84
48"
Pump Run Time = 2.7 Minutes
FM Detention Time = 0.37 hours
3.92 47
29.77
2.75 33
0 5 10 15 20 25 30 35
Flow (GPM)
t-Pump Curve (60 F4)
-P-p Curve (45 Hz)
Pump Curve(35 F4)
�- Sy- Cur• - ALL OFF
--.a=•-Sy.- Circe - ALL ON

Buoyancy Calculations
Wet well Outside Dimensions
3.67
Feet
Wet well Inside Dimensions
3.67
Feet
Wet well Top Slab Elevation
35.50
Feet
Wet well Invert Elevation
28.50
Feet
Extended Base Slab Diameter
5.00
Feet
Extended Base Slab Thickness
1.00
Feet
Top Slab Thickness
0.00
Feet
Calculate Total Volume of Wet well Structure
Volume of Wet well Riser Sections=
74
cf
Volume of Wet well Extended Base=
20
cf
Total Volume of Wet well Structure--
94
cf
Calculate Total Volume of Water Displaced
H2O Displaced = (Volume of Wet well Structure) * (62.4 lbs/cf)
H2O Displaced= 5843 lbs
Calculate Weight of Wet well Components
3.666667
Section Total Ht Weight
Top Slab Thickness (ft.)
0.00
0
Riser - Total Vertical Ft.
7.00
0
Base Slab Thickness (ft.)
1.00
2945
Totals=
8
2945
Total Weight of Concrete in Wet well= 2945 lbs.
Calculate Submerged Weight of Soil Above Extended Base/Footing
Total Area of Extended Base
Total Area of Wet well Riser
Area of Extended Base less Wet well
Height of Soil Above Extended Base
Volume of Soil Above Extended Base
Weight of Soil Above Extended Base (estimated)
Total Weight of Soil Above Extended Base
Flotation Protection Required?
20 sf
11 sf
9 sf
6ft
54 cf
110 lbs/cf
5977 lbs/cf
Weight of Concrete and Weight of Soil Above Extended Base
Weight of Water Displaced By Wet Well:
Flotation Protection Required?
8923 lbs
5843 lbs
NO

Division of Water Resources
Application Number:
State of North Carolina
Department of Environmental Quality
Division of Water Resources
FAST TRACK SEWER SYSTEM EXTENSION APPLICATION
FTA 10-23 & SUPPORTING DOCUMENTATION
(to be completed by DWR)
All items must be completed or the application will be returned
I. APPLICANT INFORMATION:
1. Applicant's name: Castle Hayne Development Group, LLC (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: Gavin Melia per 15A NCAC 02T .0106(b)
Title: Manager
4. Applicant's mailing address: 120 Market Street-2nd Floor
City: Pinehurst State: NC Zip: 28374-
5. Applicant's contact information:
Phone number: [phone] Email Address: gavin(a)baselinedevelopment.com
II. PROJECT INFORMATION:
1. Project name: Tractor Supply Store - Castle Hayne
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: New Hanover
4. Approximate Coordinates (Decimal Degrees): Latitude: 34.3125' Longitude:-77.9202'
5. Parcel ID (if applicable): R02500-002-009-000 (or Parcel ID to closest downstream sewer)
III. CONSULTANT INFORMATION:
1. Professional Engineer: J. Branch Smith, PE
License Number: 034354
Firm: Paramounte Engineering Inc.
Mailing address: 122 Cinema Drive
City: Wilmington State: NC Zip: 28403-
Phone number: [phone] Email Address: bsmith(a)paramounte-eng com
IV. WASTEWATER TREATMENT FACILITY (WWTF) INFORMATION:
1. Facility Name: James Loughlin (Northside) WWTP Permit Number: NC 0023965
Owner Name: Cape Fear Public Utility Authority
V. RECEIVING DOWNSTREAM SEWER INFORMATION:
1. Permit Number(s): WQ
2. Downstream (Receiving) Sewer Information: 8 inch ❑ Gravity ® Force Main
3. System Wide Collection System Permit Number(s) (if applicable): WQCS
Owner Name(s): Cape Fear Public Utility Authority
FORM: FTA 10-23 Pagel 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 ® N/A
2. If the Applicant is a Developer of lots to be sold, has a Developer's Operational Agreement (FORM: DEV) been attached?
❑ Yes ❑ No ® N/A
3. If the Applicant is a Home/Property Owners' Association, has an HOA/POA Operational Agreement (FORM: HOA) and
supplementary documentation as required by 15A NCAC 02T.0115(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 / 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 100 % Commercial % Industrial (See 15A NCAC 02T .0103(20))
If Industrial, is there a Pretreatment Program in effect? ❑ Yes ❑ No
6. Hasa flow reduction been approved under 15A NCAC 02T .0114(fl? ❑ Yes ® No
➢ If yes provide a cony of flow reduction approval letter with this application
7. Summarize wastewater generated by project:
Establishment Type (see 02T.0114(f))
Daily Design Flow', b
No. of Units
Flow
Retail Farmers Supply Store
100 gal/1000 sf
21,930 sf
2,200 GPD
Dog Wash inside Store
20 gal/pet
20 pets
400 GPD
gal/
GPD
gal/
GPD
gal/
GPD
gal/
GPD
Total
2600 GPD
a See 15A NCAC 02T .0114(b). (d). (e)(1) and (e)(2) 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. 42A-4).
b Per 15A NCAC 02T .0114(c), design flow rates for establishments not identified [in table 15A NCAC 02T.01141 shall be
determined using available flow data, water using fixtures, occupancy or operation patterns, and other measured data.
8. Wastewater generated by project: 2600 GPD (per 15A NCAC 02T .0114 and G.S. 143-215.1)
➢ 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 timeframe 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

VII. GRAVITY SEWER DESIGN CRITERIA (If Applicable) - 02T .0305 & MDC (Gravity Sewers):
1. Summarize gravity sewer to be permitted:
Size (inches) Length (feet) Material
NA
➢ 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: Private Grinder
2. Approximate Coordinates (Decimal Degrees): Latitude: 34.3125' Longitude:-77.9202'
3. Total number of pumps at the pump station: (2) Duplex
3. Design flow of the pump station: 0.0026 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 pump(s): 28 gallons per minute (GPM) at 125 feet total dynamic head (TDH)
5. Summarize the force main to be permitted (for this Pump Station):
Size (inches)
Length (feet)
Material
2
600
SCH40 PVC
If any portion of the force main is less than 4-inches in diameter, please identify the method of solids reduction per
MDCPSFM Section 2.01C.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) & (e)? ® Yes [—]No
l IS NCAC WT_0305(f) contains minimum separations that shall be vrovided for sewer systems:
Setback Parameter*
Separation Required
Storm sewers and other utilities not listed below (vertical)
18 inches
'Water mains (vertical - water over sewer preferred, 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-I waters of Class I or
Class II 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 (el. see Section X.1 of this application
* 15A NCAC 02T.0305(e) contains alternatives where separations in 02T.0305(f) 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 webvaae
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 ❑ N/A
➢ 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: ® 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 2B.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 NCAC 02T.0105(c)(6) (additional permits/certifications)? ® Yes ElNo
Per 15A NCAC 02T.0105(c)(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 interference/conflict 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 Minimum Design Criteria for the Permitting 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 subiect to longer
review times For proiects requiring two or more variances or where the variance is determined by the Division to be a
significant portion of the proiect, the full technical review is required.
2. Professional Engineer's Certification:
I, , attest that this application for
(Professional Engineer's name from Application Item III.I.) (Project Name from Application Item II.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,
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. 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:
3. Applicant's Certification per 15A NCAC 02T .0106(b):
1, ,attest that this application for
(Signature Authority Name from Application Item 1.3.) (Project Name from Application Item II.I )
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.
Signature: Date:
FORM: FTA 10-23 Page 5 of 5

DRAFT
NC Division of Water Quality
August 2008
Alternative Design Criteria for Minimum Separation for Sewer Systems to
Wetlands
15A NCAC 2T .0305(f)
Rule 15A NCAC 2T .0305 provides design criteria for sewer line extensions including required
separation distances. The rule requires that sewer systems be located at least 50 feet away from
all wetlands and provides alternative criteria for instances when the setback cannot be
maintained. The following provisions are relevant to this policy:
(f) The following minimum separations shall be provided for the sewer system
except as allowed by Paragraph (g) of this Rule:
Waters classified WS (except WS-I or WS-V), B, SA, ORW,
HQW, or SB from normal high water (or tide elevation) and
wetlands ... 50 feet
(g) Alternatives where separations in Paragraph (f) of this Rule cannot be
achieved.
(5) For all other separations, materials, testing methods and
acceptability standards meeting water main standards (15A NCAC
18C) shall be specified.
While the rule provides alternatives for piping material when the separation to wetlands cannot
be met, the rule does not address manholes and pump stations. In accordance with the provision
for alternative design covered under 15A NCAC 2T .0105(n), adherence to the following criteria
shall be considered equivalent to the Rule .0305(f):
A. Sewer systems shall be designed to maintain maximum feasible separations when a 50
foot separation cannot be met.
B. With regards to pump stations serving a single building:
1. Pump stations shall be of a type specifically engineered to be watertight in
floodplain conditions including watertight lids.
2. Wet wells shall be constructed of either high density polyethylene or fiberglass
reinforced polyester resins with all seams thermally welded and factory tested for
leak tightness.
3. All necessary penetrations shall be factory sealed and tested. No field
penetrations will be allowed.
4. The pump station shall be located no further than 50 feet from the building served
and shall be vented back to the building.

5. All pump station wet wells shall maintain a separation of no less than 10 feet from
wetlands.
C. All other pump station wet wells shall be located a minimum of 50 feet from wetlands.
D. With regards to manholes:
1. Manholes shall be provided with a watertight frame and cover with gasket.
2. All manhole seams shall be externally taped/sealed.
3. Manholes shall be provided with a full waterproof interior coating/lining.
4. Watertight pipe connections shall be provided consisting of a flexible rubber boot
or compression type connector.
5. All manholes shall be tested in accordance with ASTM C1244 "Standard Test
Method for Concrete Sewer Manholes by the Negative Air Pressure (Vacuum)
Test Prior to Backfill".
6. "Dog house" type manholes shall not be used.
7. All manholes not included as part of a USACOE 404 Permit or Division 401
Certification shall maintain a separation of no less than 10 feet from wetlands.

Electronically Transmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2022-02693 County: New Hanover U.S.G.S. Quad: NC -Castle Havne
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Permiteee: Castle Havne Development Group, LLC
Eva Newton
Address: P.O. Box 3289
Pinehurst, NC 28374
E-mail: eva(a,baselinedevelopment.com
Size (acres) 12.3 Nearest Town Castle Havne
Nearest Waterway Prince George Creek River Basin Cape Fear
USGS HUC 03030007 Coordinates Latitude: 34.312270
Longitude:-77.919994
Location description: The project is located at 111 and 119 Gladiolus Road in Castle Havne.
Description of projects area and activity: This verification authorizes the discharge of fill into 0.45 of an acre of 404 wetlands for
the development of a new commercial building and other necessary amenities.
Applicable Law(s): ® Section 404 (Clean Water Act, 33 USC 1344)
El Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide 39
SEE ATTACHED NWP GENERAL, REGIONAL, AND/OR SPECIAL CONDITIONS
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached
Conditions, your application signed and dated 3/6/2023, and the enclosed plans Fig.1.0 dated 4/11/2023. Any violation of the
attached conditions or deviation from your submitted plans may subject the permittee to a stop work order, a restoration order,
a Class I administrative penalty, and/or appropriate legal action.
This verification will remain valid until the expiration date identified below unless the nationwide and/or regional general permit
authorization is modified, suspended or revoked. If, prior to the expiration date identified below, the nationwide and/or regional general
permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified below, provided
it complies with all requirements of the modified nationwide permit. If the nationwide and/or regional general permit authorization
expires or is suspended, revoked, or is modified, such that the activity would no longer comply with the terms and conditions of the
nationwide permit, activities which have commenced (i.e., are under construction) or are under contract to commence in reliance upon
the nationwide and/or regional general permit, will remain authorized provided the activity is completed within twelve months of the
date of the nationwide and/or regional general permit's expiration, modification or revocation, unless discretionary authority has been
exercised on a case -by -case basis to modify, suspend or revoke the authorization.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You
should contact the NC Division of Water Resources (telephone [phone]) to determine Section 401 requirements.
For activities occurring within the twenty coastal counties subject to regulation under the Coastal Area Management Act (CAMA), prior
to beginning work you must contact the N.C. Division of Coastal Management Morehead City, NC, at [phone].
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State
or local approvals/permits. If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of
Engineers regulatory program, please contact Brad Shaver at (910) 2514611or brad.e.shaver(i�usace.army.mil.
Digitally signed by Brad Shaver
Corps Regulatory Official: Brad S h a Ve r D�at,.e�. 023.o7.o313:08:32 Date: 7/3/2023
Expiration Date of Verification: 3/14/2026

The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/Pp=136:4:0
Copy furnished(electronic):
Terrain Environmental Consulting. PLLC attn: Paul Masten
NCDEO-DWR attn: Holley Snider

SAW-2022-02693
SPECIAL CONDITIONS
Gladiolus Road Site
1. Work Limits: All work authorized by this permit shall be performed in strict compliance with the
attached permit plans Fig. 1.0 dated 4/11/2023, which are a part of this permit. The Permittee
shall ensure that the construction design plans for this project do not deviate from the permit
plans attached to this authorization. Any modification to the attached permit plans must be
approved by the U.S. Army Corps of Engineers (Corps) prior to any active construction in
waters or wetlands.
2. Unauthorized Dredge and/or Fill: Except as authorized by this permit or any Corps -approved
modification to this permit, no excavation, fill or mechanized land -clearing activities shall take
place at any time in the construction or maintenance of this project, within waters or wetlands.
This permit does not authorize temporary placement or double handling of excavated or fill
material within waters or wetlands outside the permitted area. This prohibition applies to all
borrow and fill activities connected with this project.
3. Notification of Construction Commencement and Completion: The Permittee shall notify
the U.S. Army Corps of Engineers in writing prior to beginning the work authorized by this
permit and again upon completion of the work authorized by this permit.
4. Reporting Violations: Violation of these permit conditions or violation of Section 404 of the
Clean Water Act or Section 10 of the Rivers and Harbors Act shall be reported to the Corps in
writing and by telephone at: 910-228-0580 within 24 hours of the Permittee's discovery of the
violation.
5. Maintain Flows and Circulation Patterns of Waters: Except as specified in the plans
attached to this permit, no excavation, fill or mechanized land -clearing activities shall take place
at any time in the construction or maintenance of this project, in such a manner as to impair
normal flows and circulation patterns within waters or wetlands or to reduce the reach of waters
and/or wetlands.
6. Sediment and Erosion Control:
1) During the clearing phase of the project, heavy equipment shall not be operated in surface
waters or stream channels. Temporary stream crossings will be used to access the opposite sides
of stream channels. All temporary diversion channels and stream crossings will be constructed of
non -erodible materials. Grubbing of riparian vegetation will not occur until immediately before
construction begins on a given segment of stream channel.
2) No fill or excavation impacts for the purposes of sedimentation and erosion control shall
occur within jurisdictional waters, including wetlands, unless the impacts are included on the plan
drawings and specifically authorized by this permit. This includes, but is not limited to, sediment
control fences and other barriers intended to catch sediment losses.
3) The Permittee shall remove all sediment and erosion control measures placed in waters
and/or wetlands, and shall restore natural grades on those areas, prior to project completion.
4) The Permittee shall use appropriate sediment and erosion control practices which equal or
exceed those outlined in the most recent version of the "North Carolina Sediment and Erosion
Control Planning and Design Manual" to ensure compliance with the appropriate turbidity water
quality standard. Erosion and sediment control practices shall be in full compliance with all
specifications governing the proper design, installation and operation and maintenance of such
Best Management Practices in order to ensure compliance with the appropriate turbidity water

SAW-2022-02693
quality standards. This shall include, but is not limited to, the immediate installation of silt fencing or
similar appropriate devices around all areas subject to soil disturbance or the movement of earthen
fill, and the immediate stabilization of all disturbed areas. Additionally, the project shall remain in
full compliance with all aspects of the Sedimentation Pollution Control Act of 1973 (North Carolina
General Statutes Chapter 113A Article 4). Adequate sedimentation and erosion control measures
shall be implemented prior to any ground disturbing activities to minimize impacts to downstream
aquatic resources. These measures shall be inspected and maintained regularly, especially
following rainfall events. All fill material shall be adequately stabilized at the earliest practicable
date to prevent sediment from entering into adjacent waters or wetlands.
7. Clean Fill: The Permittee shall use only clean fill material for this project. The fill material shall
be free of items such as trash, construction debris, metal and plastic products, and concrete
block with exposed metal reinforcement bars. Soils used for fill shall not be contaminated with
any toxic substance in concentrations governed by Section 307 of the Clean Water Act. Unless
otherwise authorized by this permit, all fill material placed in waters or wetlands shall be
generated from an upland source.
8. Permit Distribution: The Permittee shall require its contractors and/or agents to comply with
the terms and conditions of this permit in the construction and maintenance of this project, and
shall provide each of its contractors and/or agents associated with the construction or
maintenance of this project with a copy of this permit. A copy of this permit, including all
conditions and drawings shall be available at the project site during construction and
maintenance of this project.
9. Mitigation: In order to compensate for impacts associated with this permit, mitigation shall be
provided in accordance with the provisions outlined on the most recent version of the attached
Compensatory Mitigation Responsibility Transfer Form. The requirements of this form, including
any special conditions listed on this form, are hereby incorporated as special conditions of this
permit authorization.
Brad S h a ve r Datea2023 07.0 31 :10:15 -04 00'

K
z
IST tOTREygrtORCR TO REYNM
EXIST—
C
IU€g
I`,I \� �PpppEpTTLWE u, ,.
�II � g
—
1jlllr.
}
IIT1•� \ I� �
SITEDATA: . nuiTOR %IwLv cauvun
T I
`
I �i I I m ` I
\
Z
9RE AOORE89. 3W0 GSiIf W.�E �.g
CAETLE 14vRE,
arvi_w�v
EaEMOVEO
� .yam
^
I�� I /
\\ I
\
DEVELOPER.TttE�
aP. LL�
I
RAT-O
PRO—TOPROJECT/aEA. .l3l,E].CRE9
uURhO TREED
MOPERTV WmE0. ASRTMM9MFAEJD ORC
WEIMMOTIXIRG 1
roI I t I
v„ y
ExISTwO ipxRG. iroE CONg1101JK REEON-B2
J�R,�I�,JOR RE [rPEOOE
CO-E
FEVLOMERTI REyR��
occELEa..ro uRe ?"' weTwuE <
s ` —
l. 1-11 UTEIrvEASEM'E,RT .. I � OVFli1EM ElEC1111C
TO RE
i —
� �� r
ACCESS ROAD CROSS SECTION B
(WETLAN 9MPACT B)
ACCESS ROAD PROFILE B
(WETLAND IMPACT B)
\.
LDWE3f OUTF WLfvETMaO6Mn�A
71
]pARO9GPE_—
—— —
— — — — —
_
-
t---
XTEuoEOL WrPJ
�To,T.oRa— EOE.gCR
GLADIOLUS ROAD
ppUBLK: ROW
TOTAL
WETUWD IMPACT
0.45 AC < 0.50 AC
NORTH
tATeJo®
PAYFAENf mlu cuRo curorooEvms PEr
eIc—uowoumlI
EXTENDED CURB TYP.
(WETLAND IMPACTS C & D)
Ex
w�°oE
TYPICAL BUILDING AND FILL SLOPE SECTION TYP.
(WETLAND IMPACT A)

Action ID Number: SAW-2022-02693 County: New Hanover
Permittee: Castle Hayne Development Group, LLC. Eva Newton
Project Name: Gladiolus Road Site
Date Verification Issued: 7/3/2023
Project Manager: Brad Shaver
Upon completion of the activity authorized by this permit and any mitigation required by the permit,
sign this certification and return it to the following address:
US ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Attn: Brad Shaver
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
or
[e-mail]
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. Failure to comply with any terms or conditions of this authorization may
result in the Corps suspending, modifying or revoking the authorization and/or issuing a Class I
administrative penalty, or initiating other appropriate legal action.
I hereby certify that the work authorized by the above referenced permit has been completed in
accordance with the terms and condition of the said permit, and required mitigation was completed in
accordance with the permit conditions.
Signature of Permittee
Date

Compensatory Mitigation Responsibility Transfer Form
Permittee: Castle Hayne Development Group, LLC, Eva Newton Action ID: SAW-2022-02693
Project Name: Gladiolus Road Site County: New Hanover
Instructions to Permittee: The Permittee must provide a copy of this form to the Mitigation Sponsor, either an approved Mitigation
Bank or the North Carolina Division of Mitigation Services (NCDMS), who will then sign the form to verify the transfer of the mitigation
responsibility. Once the Sponsor has signed this form, it is the Permittee's responsibility to ensure that Wilmington District Project
Manager identified on page two is in receipt of a signed copy of this form before conducting authorized impacts, unless otherwise
specified below. If more than one Mitigation Sponsor will be used to provide the mitigation associated with the permit, or if the
impacts and/or the mitigation will occur in more than one 8-digit Hydrologic Unit Code (HUC), multiple forms will be attached to the
permit, and the separate forms for each Sponsor and/or HUC must be provided to the appropriate Mitigation Sponsors.
Instructions to Sponsor: The Sponsor verifies that the mitigation requirements (credits) shown below have been released and are
available at the identified site. By signing below, the Sponsor is accepting full responsibility for the identified mitigation, regardless of
whether they have received payment from the Permittee. Once the form is signed, the Sponsor must update the bank ledger and
provide a copy of the signed form and the updated ledger to the Permittee, the Project Manager who issued the permit, the Bank
Project Manager, and the District Mitigation Office (see contact information on page 2). The Sponsor must also comply with all
reporting requirements established in their authorizing instrument.
Permitted Impacts and Compensatory Mitigation Requirements:
Dcrmittarl lmnartc RPmiiring Mitigation* 8-digit HUC and Basin: 03030007, Cape Fear River Basin
Stream Impacts (linear feet)
Wetland Impacts (acres)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.45
*If more than one mitigation sponsor will be used for the permit, only include impacts to be mitigated by this sponsor.
rmmnPncatnry Mitigation Reauirements: 8-digit HUC and Basin: 03030007, Cape Fear River Basin
Stream Mitigation (credits)
Wetland Mitigation (credits)
Warm
Cool
Cold
Riparian Riverine
Riparian Non-Riverine
Non -Riparian
Coastal
0.79
Mitigation Site Debited: NorthEast Cape Fear Umbrella Mitigation Bank
(List the name of the bank to be debited. For umbrella banks, also list the specific site. For NCDMS, list NCDMS. If the NCDMS
acceptance letter identifies a specific site, also list the specific site to be debited).
Section to be completed by the Mitigation Sponsor
Statement of Mitigation Liability Acceptance: I, the undersigned, verify that I am authorized to approve mitigation transactions for
the Mitigation Sponsor shown below, and I certify that the Sponsor agrees to accept full responsibility for providing the mitigation
identified in this document (see the table above), associated with the USACE Permittee and Action ID number shown. I also verify
that released credits (and/or advance credits for NCDMS), as approved by the Wilmington District, are currently available at the
mitigation site identified above. Further, I understand that if the Sponsor fails to provide the required compensatory mitigation, the
USACE Wilmington District Engineer may pursue measures against the Sponsor to ensure compliance associated with the mitigation
requirements.
Mitigation Sponsor Name:
Name of Sponsor's Authorized Representative:
Signature of Sponsor's Authorized Representative
Date of Signature

Conditions for Transfer of Compensatory Mitigation Credit:
• Once this document has been signed by the Mitigation Sponsor and the District is in receipt of the signed form, the Permittee is
no longer responsible for providing the mitigation identified in this form, though the Permittee remains responsible for any other
mitigation requirements stated in the permit conditions.
• Construction within jurisdictional areas authorized by the permit identified on page one of this form can begin only after the
District is in receipt of a copy of this document signed by the Sponsor, confirming that the Sponsor has accepted responsibility for
providing the mitigation requirements listed herein. When NCDMS provides mitigation for authorized impacts conducted by the
North Carolina Department of Transportation (NCDOT), construction within jurisdictional areas may proceed upon permit
issuance; however, a copy of this form signed by NCDMS must be provided to the District within 30 days of permit issuance.
NCDOT remains fully responsible for the mitigation until the District has received this form, confirming that the Sponsor has
accepted responsibility for providing the mitigation requirements listed herein.
• Signed copies of this document must be retained by the Permittee, Mitigation Sponsor, and in the USACE administrative records
for both the permit and the Bank/ILF Instrument. It is the Permittee's responsibility to ensure that the District Project Manager
(address below) is provided with a signed copy of this form.
• If changes are proposed to the type, amount, or location of mitigation after this form has been signed and returned to the District,
the Sponsor must obtain case -by -case approval from the District Project Manager and/or North Carolina Interagency Review Team
(NCIRT). If approved, higher mitigation ratios may be applied, as per current District guidance and a new version of this form must
be completed and included in the District administrative records for both the permit and the Bank/ILF Instrument.
Comments/Additional Conditions: A letter from NorthEast Bank confirming they are willing and able to accept the applicant's
compensatory mitigation responsibility, dated 4/14/2023 was included with the preconstruction notification.
This form is not valid unless signed below by the District Project Manager and by the Mitigation Sponsor on Page 1. Once signed, the
Sponsor should provide copies of this form along with an updated bank ledger to: 1) the Permittee, 2) the District Project Manager
at the address below, 3) the Bank Manager listed in RIB/TS, and 4) the Wilmington District Mitigation Office, 3331 Heritage Trade
Drive, Suite 105, Wake Forest, NC 27587 (or by email to [e-mail]. mil). Questions regarding this form or any of the
permit conditions may be directed to the District Mitigation Office.
USACE Project Manager: Brad Shaver
USACE Field Office: Wilmington Regulatory Office
US Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
Email: [e-mail]
Digitally signed by Brad Shaver
Brad Shaver
Date: 20 23.07.03 13:10:59
-04'00'
USACE Project Manager Signature
7/3/2023
Date of Signature
Current Wilmington District mitigation guidance, including information on mitigation ratios, functional assessments, and mitigation
bank location and availability, and credit classifications (including stream temperature and wetland groupings) is available at
http://ribits.usace.army.mi1.