20230465 Ver 1_More Info Received_20230810

Booth &Associates
August 10, 2023
Sue Homewood,
401 & Buffer Permitting Branch
NC DEQ Division of Water Resources
Subject: Request for Additional Information for Hampstead POD - Pender County
DWR #20230465
Hampstead Point of Delivery
Pender County
Dear Ms. Homewood:
Booth & Associates, LLC has reviewed the additional information requested by the 401 & Buffer
Permitting Branch received on July 28th, 2023. Responses in blue:
1. Notes on the plan sheets for the culvert installation under the access road states "add culvert inlet
and outlet protection". The Division does not recommend inlet and outlet protection for wetland
connectivity culverts as they will increase the wetland impact, however if these protections are
necessary for other regulatory programs, please ensure that they are shown on the impact maps
and impacts are accurately calculated to account for these permanent impacts.
Culvert installation in wetland updated. See sheet 202, CG203
2. One culvert proposed along the access road (circled in red below) does not appear to be installed
to provide wetland connectivity. Please provide a culvert within the wetland for connectivity.
Culvert proposed on wetland along the access road updated for wetland connectivity. See sheet
203.
3. The Division recommends that another wetland connectivity culvert be considered at the location
circled in purple on the image below.
Due to the site grading the water will naturally flow to the location where the wetland
connectivity culvert is on the same wetland located after the curve.
4. The Division is concerned with the proposed installation of a concrete washout pit within a
wetland. NPDES regulations recommend that these be located away from surface waters, and
Sheet CG501 specifically states: "Washout Pit may be located no closer than 50' to drains, inlets
or surface waters". Wetlands are defined by DWR regulations as surface waters. Please relocate
the washout pit in accordance with these requirements.
Concrete washout pit has been in moved to non -wetland area. See sheet CG202
5. It appears that the trapezoidal channel shown below in Blue has not been calculated as permanent
wetland impact.
Trapezoidal channel has been updated to be shown as permanent wetland impact. See CG301

6. The impact summary table you have provided does not match the impact sheets included with the
plan set.
a. Impact area 1, Wetland WA, is listed as permanent impact on the impact plan sheet but
no acreage amount is included in the impact table.
b. Impact area 3, Wetland WB, is listed as 0.426 acres on the summary table and 0.429
acres on the impact sheet
c. Impact area 5, Wetland WB, is listed as 0.253 acres on the summary table and 0.254
acres on the impact sheet
d. Impact area 6, Wetland WB, is listed as dewatering on the impact plan sheet, and land
clearing on the impact summary table. The cover letter indicates this area is to be
mechanically cleared. Please clarify exactly what activities will be occurring within
these areas. It is unclear that regular equipment access to the stockpile area, the sediment
basin, and equipment movement throughout the site during construction would be able to
avoid these areas. Areas that will be accessed by construction equipment are likely to be
compacted and permanently impacted. If you propose these areas will not be
permanently impacted, please provide clear details that show how the site will be
constructed without allowing equipment to access these areas.
e. Impact area 7, Wetland WC, is listed as 0.016 acres on the summary table and 0.027
acres on the impact sheet
f. Impact area 8, Wetland WC, is listed as 0.027 acres on the summary table and 0.064
acres on the impact sheet
g. Impact area 9, Wetland WD, is listed as 0.001 acres on the summary table and 0.013
acres on the impact sheet
h. Impact area 10, Wetland WD, is listed as 0.013 acres on the summary table and 0.044
acres on the impact sheet
i. The impact summary table indicates areas 11, 12 and 13 but these are not shown on
the impact sheet
Wetland impact updated. See sheet CG301.
7. Once these individual impact discrepancies are resolved, please ensure total impact amounts are
updated and that the mitigation amount is satisfactory and/or submit a new mitigation statement
of availability if necessary.
Mitigation amount has been reviewed and a request to increase has been issued. I am pending to
received statement, will send once received.
DH/dmc
cc:
Sincerely,
BOOTH & ASSOCIATES, LLC
Dolores Hong, P.E
Project Engineer
2300 Rexwoods Drive, Suite 300 919.851.8770 office
Raleigh, NC 27607 919.859.5918 facsimile
www.booth-assoc.com

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PROJECT NAME: NO. REVISIONS ENG. DATE
Im rrl m n A ISSUED FOR PERMIT SJH 01/12/2023 `````���a�("10uufn������„���/i
Z m o Z HAMPSTEAD POINT OF No '�'',
B CLIENT REVIEW SJH 01/26/2023 5
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M � DELIVERY STATION C CIVIL DESIGN REVISIONS FROM P.O.D. SHIFT SJH 02/09/2023 @ `_ �� . PRo� tiFour County Electric
DRAWING TITLE: D USACE AND DEQ COMMENTS SJH 04/10/2023 \ _ 6) cCn M m n
a ` z m � D = Booth & Associates 0q_'&'_;-'-h--"
Membership Corporation
E DOT COMMENTS SJH 06/30/2023 N M D k
0 (fl r z 2300 Rexwoods Drive Suite 300, Raleigh NC 27607 A Touchstone Energy (. ooperative 0
\ CONSTRUCTION SEQUENCE, F USACE COMMENTS SJH 07/27/2023 'gip �.Q �d�O A,
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o �' _� o LEGEND, AND NOTES G DEQ COMMENTS SJH 08/08/2023 �'1-11 ,� �\ �A0
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PROJECT NAME: NO. REVISIONS ENG. DATE
lm m � m � 0 * A ISSUED FOR PERMIT SJH 01/12/2023 0```��"„11111 rrrrrr/rlll���"'��ii
Z m " o z HAMPSTEAD POINT OF No -,
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n DELI VERY STATION C CIVIL DESIGN REVISIONS FROM P.O.D. SHIFT SJH 02/09/2023 _ �� ° PRo� ti Four County Electric
DRAWING TITLE: D USACE AND DEQ COMMENTS SJH 04/10/2023 \ _ � m (�
a ` z m D = Booth & Associates �� Membership Corporation
E DOT COMMENTS SJH 06/30/2023 N = rn D k
O O O � r � Z 2300 Rexwoods Drive Suite 300, Raleigh NC 27607 A Touchstone Energy (. ooperative
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