SAW-2024-00213 NWP 29 & NWP 18 Verification.pdf

DEPARTMENT OF THE ARMY
U.S. ARMY CORPS OF ENGINEERS, WILMINGTON DISTRICT
WILMINGTON REGULATORY OFFICE
69 DARLINGTON AVENUE
WILMINGTON NORTH CAROLINA 28403
March 22, 2024
Regulatory Program/Division
Action ID. SAW-2024-00213
Andrew McDonald
Dependable Development
2649 Brekonridge Center Drive
Monroe, North Carolina 28110
Via Email: [e-mail]
Dear Mr. McDonald:
This letter is in response to the Pre -Construction Notification (PCN) you submitted to
the Wilmington District, Charlotte Field Office on January 22, 2024, for a Department of
the Army Nationwide permit (NWP) verification. This project has been assigned the file
number SAW-2024-00213 and is known as Noah's Run. This file number should be
referenced in all correspondence concerning this project.
A review of the information provided indicates that the proposed work would include
the construction of a single and multi -family residential development. The project area
for this determination includes a 176 acre area which is illustrated on the enclosed site
plans/maps. The proposed project involves impacts to 115 linear feet of stream for
culverts. Temporary impacts include 80 linear feet of dewatering. The project/review
area is located at 770 Shue Road, at Latitude 35.586100 and Longitude-80.571300; in
China Grove, Rowan County, North Carolina.
We have determined that the proposed work is authorized by Nationwide Permit #
29 and Nationwide Permit #18 pursuant to authorities under Section 404 of the Clean
Water Act (33 U.S.C. § 1344). The proposed work must be accomplished in strict
accordance with the general permit conditions, any regional conditions, the application
materials, and the enclosed plans. If the extent of the project area and/or nature of the
authorized impacts to waters are modified, a revised PCN must be submitted to this
office for written approval before work is initiated. Any violation of permit conditions or
deviation from your submitted plans may subject the permittee to enforcement action.
This verification is valid until March 14, 2026, unless prior to this date the subject
NWP(s) is suspended, revoked, or is modified such that the activity no longer complies
with the terms and conditions of this NWP. If you commence or are under contract to
commence this activity before the date that the relevant NWP is modified or revoked,
you will have 12 months from the date of the modification or revocation of the NWP to
complete the activity under the present terms and conditions of this NWP.

This NWP verification does not preclude the necessity to obtain any other Federal,
State, or local permits, licenses, and/or certifications, which may be required.
If you have any questions related to this verification or have issues accessing
documents referenced in this letter, please contact Amber Lipsky, Regulatory Specialist
of the Charlotte Field Office at [phone], by mail at the above address, or by email
at [e-mail]. Please take a moment to complete our customer
satisfaction survey located at https:Hregulatory.ops.usace.army.mil/customer-service-
survey/.
Sincerely,
Amber Lipsky
Regulatory Specialist
Enclosures
Cc (w/enclosures)
Jennifer Robertson, Atlas Environmental, Inc (via [e-mail])
Andrew Pitner, NCDEQ (via [e-mail])

Compliance Certification Form
File Number: SAW-2024-00213 County: Rowan
Permittee: Dependable Development, Andrew McDonald
Project Name: Noah's Run
Date Verification Issued: 3/22/2024
Project Manager: Amber Lipsky
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:
[e-mail]
or
amber. [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.
hereby certify that the work, and mitigation (if applicable), authorized by the above
referenced permit has been completed in accordance with the terms and conditions of
the said permit including any general or specific conditions.
Date Authorized Work Started:
Completed:
Describe any deviations from permit (attach drawing(s) depicting the deviations):
*Note: The description of any deviations on this form does not constitute approval by the Corps.
Signature of Permittee
Date

EXAMPLE OF PUMP -AROUND OPERATION
NOTES:
1) All excavation shall be performed in only dry or isolated
areas of the work zone.
2) Impervious dikes are to be used to isolate work from
stream flow when necessary.
3) Maintenance of stream flow operations shall be incidental
to the work. This includes polyethylene sheeting, diversion
pipes, pumps and hoses.
4) Pumps and hoses shall be of sufficient size to dewater
the work area.
Silt Bag
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
TEMPORARY
FLEXIBLE HOSE
PUMP —AROUND
Silt Bag
DEWATERING PUMP
EXISTING STREAM
CHANNEL
— CULVERT
TOP OF BANK
Project Name: Noah's Run
Location: 770 Shue Road China Grove, NC 28023
SEQUENCE OF CONSTRUCTION FOR TYPICAL WORK AREA
1. INSTALL SPECIAL STILLING BASIN(S).
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED SHALL
BE EQUAL TO ONE DAY'S WORK.
5. INSTALL CULVERT(S) IN ACCORDANCE WITH THE PLANS.
b. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE REMOVAL
OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES, PUMPS, AND
TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM IMPERVIOUS DIKES FIRST).
7. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE DISTURBED AREA
WITH SEED AND MULCH.
IMPERVIOUS DIKE
For: True Homes Attn: Andrew McDonald I
Coordinates: 35.586162,-80.571346
Date: July 31,2023

INLET AT
ORIGINAL STREAM
BED ELEVATION
OUTLET AT
ORIGINAL STREAM
BED ELEVATION
CULVERTS MUST BE PLACED BELOW THE ELEVATION OF THE
STREAMBED BY ONE FOOT FOR CULVERTS WITH A DIAMETER
GREATER THAN 48 INCHES, AND 20 PERCENT OF THE CULVERT
DIAMETER FOR CULVERTS OF LESS THAN OR EQUAL TO 48 INCHES,
TO ALLOW LOW FLOW PASSAGE OF WATER AND AQUATIC LIFE
AT LEAST 12"
OF FILL ABOVE
CULVERT
NATIVE STREAM
BED MATERIAL
NOT TO SCALE
Construction Typical Wetland & Natural Resource Consultants
AQUATIC LIFE PASSAGE 775 Haywood Road, Suite D
Asheville, NC 28806
Embedded Culvert Placement Wetland and Natural Resource Consultants 828-712-9205

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Revisions / Submissions
ID Description Date
® 2022 CESO, CO.
Project Number: 762876-01
Scale: AS -SHOWN
Drawn By: JKM
Checked By: RLC
Date: 12/15/2023
Issue: FOR CONSTRUCTION
Drawing Title:
STREAM EXHIBIT
PROFILE
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