85346D - NCWRC

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1 f GENERAL PE IR 1V1gi°' Previous permit. -
Date prevlotls permit issued
)<— beNew l::IModification L--(Complete Reissue I.1.JPartial Reissue
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Applicant Name ..i W 1t�--. C o A1 ,lt- l (t y /-'tii I -
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I AM AWARE OF STATUTES,CRC RULES 0 CONDITIONS THAT APPLY TO TINS PROJECT AND REVIEWED COMPLIANCE STATEME'�' (I'I' w Innt.d 44)__ vL
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<- North Carolina Wildlife Resources Commission
Cameron Ingram,Executive Director
September 23,2021
Mr.Patrick Amico,Field Representative
NC DEQ/CAMA
127 Cardinal Drive Ext.
Wilmington,NC 28405
Subject: Sunset Harbor Boating Access Area(BAA)Bulkhead Replacement
General Permit Approval Request
Mr.Amico,
Per our site visit and correspondence,please see the attached documents for our request for a general
permit approval. This request for a general permit is for a proposed bulkhead replacement for the area
along the southern portion of the property at the existing boat ramp(Sunset Harbor BAA)and channel
out to the intercoastal waterway. Attached with this application are the following items:
• Construction Plans
• Notification Documentation indicating adjacent property owners were notified
• Receipt for Transfer of Funds($400 Application Fee)
Please let me know if you need any additional items or have any questions. I can be reached at(919)
632-0360 or via email at michael.leggett(incwildlife.org.
Sincerely
.441111
Michael Leggett,PE
Engineer
enclosures
Mailing Address: N.C.Wildlife Resources Commission • 1701 Mail Service Center •Raleigh NC 27699-1701
Telephone: [phone]

Leggett, Michael W
Subject: FW: Refund Information/DEQ- Sunset Harbor BAA/$400.00
Michael Leggett, PE
Facility Construction Engineer
From: Bolton,William T. <[e-mail]>
Sent:Thursday,September 30, 2021 2:53 PM
To: Leggett, Michael W<[e-mail]>
Cc: Fears, Kimberly L<[e-mail]>
Subject: Refund Information/DEQ-Sunset Harbor BAA/$400.00
Michael/Kim,
Below is a screen shot of the refund to DEQ.
HIST0R1 ?1 14: 52: 21
A SE:
PAY ENTITY : 17PT VEND/EMP NBR: 566000372 40
VEND/EMP SHORT NAME: DEQ DOCUMENT NBR: SUNSETHARB092421
DOCUMENT DATE : 09/24/2021 PAYMENT NBR: 001 PRTL PYMT NBR; 000
IND AMOUNT
SALES TAX/VAT VAT INCLUSIVE : N
SALES TAX 2 EXPENSE IND
SALES TAX 3 GL EFFECTIVE DATE: 09/29/2021
FREIGHT EXTRACT DATE
ADDITIONAL COST ACCRUAL CANC DATE:
GROSS INVOICE 400, 00 CURRENCY CODE •
PAYMENT AMOUNT 400, 00 DISCOUNT TYPE : NOT TAKEN
AMOUNT PAID 400. 00 DISCOUNT TAKEN . 00
PAYMENT STATUS : PAID
PAYMENT TERMS : NET PAY IMMEDIATELY PAYMENT REF NBR : 0000138715
PAYMENT DATE : 09/29/2021 PAYMENT TYPE : ELECTRONIC
PAYMENT ROUTE CD : HANDLING CODE
FACTOR NUMBER ONE INVC PER PYMT: YES
REASON CODE'DESC : BANK ACCT PYMT CD: IGO
William Bolton
Accounts Receivable Manager
NC Wildlife Resources Commission
1702 Mail Service Center
Raleigh, NC 27699-1702
E-mail: [e-mail]

Check
M Date Deposited Check From(Name) Name of Permit Holder Vendor Cheek number amount Permit Number/Comments Receipt or Refund/Reallocated
'Column2 Column3 Column4 Columns Column' Cannel Column8 Column
121 Burl Sniff Money Order Elizabeth Taylor BOKF,NA R2095683601:$ 200.00 GP#85364D JD rat.15599
121 Lighthouse Marine Construction Inc 120 Crutchfield LLC Coastal Bank and Trust 4023 $ 600.00 OP#85640D JD rct.15597
121 Sea Dog Marine Construction Diane Smitherman First Bank 1522 $ 400.00 GP#80264D PA mt.15971
121 Oceans Edge Ventures,LLC Frederick McConnell Truist 12224 $ 400.00 OP#853420 PA rd.15963
121 Cory Hess same _ _ Wells Fargo 52511017 8200.00 GP#85366D PA rot.15972
121 NCWRC same electronic transfer 138715 $ 400.00 OP#85346D PA rct.15973

1..-
TOP OF WALL
EL 7.25' - w
R URN 70 Et GRADE 27r6"CAP BO4RDS
(SEE CD 4.3 FOR SEEDING) 4X6 WALERS
-111MINNOW"'"%iggAtimmum Id
MIN. 2' �i '{
r�MIN. 2' 1.5' •HOG THREADED
lIE BACK ROD 0 6'OC
A
.-•MI.2' • INN. 10
LUMZMJ�,, CHOR •HOG „ =`- % I 1=1 I I-I 11=1 I I I I i=
(SEE NOTE/2) 77E BACK ROD 0 6'OC ' /1 1-1 11-1 1 1=1 11=1 1 1=1 11
/57 WASHED STONE WRAPPED / III-III-Iii-111-III-
IN CEOIFXI7LE FABRIC(SEE NOTE/6) / — — — -
1'I PVC WEEP DILVN
111111I11I11 III 11111 I I III 1111 1 1•.PVC WEEP DRAIN
o 6'OC � , „111I1- I ( —1I1- I 0 6'OC
a BULKHEAD 70ligualir wfrt i�!' �dRREAM. CUT OFF TOPT OF WALL OR DRIVE '
BELOW EX. GRADE 1 '
2'xs•CAP BO4RDS J 1{
(INSTALL PARALLEL TO SHEETING)
10' NN)1 SHEET PILE
(SEE NOTE/ 1)
PROFILE VIEW
BULKHEAD NOTES:
1. VINYL SHEETING SHALL BE CMI CL-9900 OR APPROVED ALTERNATIVE. VINYL SHEETING SHALL BE MIN. 10' LONG SHEETS WITH A MINIMUM EMBEDMENT OF 6'.
2. ALUMINUM ANCHOR SHALL BE CMI DMA-4 OR APPROVED ALTERNATIVE. ANCHORS SHALL BE SPACED MIN. OF 6' OC AND ATTACHED USING A J" HOT DIPPED
GALVANIZED (HDG) THREADED TIE BACK ROD AND SECURED TO LOWER 4X6 WALER USING MANUFACTURE RECOMMENDED HARDWARE.
3. BULKHEAD LUMBER SHALL BE PRESSURE TREATED WITH CCA AS INDICATED PER AWPA C2/C9.
4. WHALERS SHALL BE NO. 1 OR NO. 2 PINE, AWPA, UC5B, 2.5 PCF CCA.
5. ALL HARDWARE, NAILS, AND BOLTS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153 UNLESS OTHERWISE NOTED. USE CUT WASHERS UNDER
ALL BOLT HEAD AND NUTS UNLESS OTHERWISE NOTED.
6. CAP BOARDS SHALL BE ATTACHED TO WALERS WITH #10-3" HDG OR COATED SCREWS, WITH MINIMUM TWO (2) SCREWS PER WALER.
7. WEEP HOLES AND ASSOCIATED PVC DRAINS SHALL BE INSTALLED WITH A CONTINUOUS LAYER OF FILTER FABRIC (USFABRIC US315 OR APPROVED ALTERNATIVE)
WITH AN 8" EDGE LAP, / 57 STONE (10 CF) AND LOCATED A MINIMUM OF EVERY 6 FT. ON CENTER AT APPROXIMATELY 0.5' ABOVE THE MUD LINE ALONG THE
LENGTH OF THE BULKHEAD.
8. EXISTING BULKHEAD DEBRIS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF.
9. SITE SHALL BE GRADED, SEEDED, AND MULCHED TO ORIGINAL CONDITION.

€ L t VINYL SHEET PILE
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7.5' 0 �-� 47(6"TREATED WHALER(S)
1 e II r \___ Y 1 t Ti
20
MHW l
1"0 PVC "H.D.G, CARRIAGE BOLT, 1Y1'
WEEP DRAIN, TYP 6.0'MAX EXPOSED HEIGHT
1MLW j 47(6"LOWEF
1 0 H.D.G. DE ROAD 1"0 PVC WE
W/OGEE WASHER AND NUT
20' 17E ROD LENGTH
8"0 ANCHOR PILE
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8"0 DEADMAN
PLAN VIEW
BULKHEAD NOTES:
1. NO SURVEY OR GEOTECHNICAL EVALUATION HAS BEEN PERFORMED FOR THIS WORK.
2. TRAVEL LANES IN AND AROUND SUNSET HARBOR BOAT ACCESS AREA SHALL REMAIN OPEN DURING CONSTRUCTION.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION LAYOUT, VERTICAL, AND HORIZONTAL CONTROL.
4. NO UTILITIES HAVE BEEN LOCATED. VERIFY PRESENCE OF UTILITY LINES PRIOR TO BEGINNING WORK.
5. PILING SHALL BE MIN. LENGTH AND DIAMETER AS INDICATED IN ACCORDANCE WITH ASTM D25. PRESERVATIVE TREATMENT SHALL BE IN ACCORDANCE WITH
AWPA UC5B OR APPROVED EQUAL.
6. BULKHEAD LUMBER SHALL BE PRESSURE TREATED WITH CCA AS INDICATED PER AWPA C2/C9. ALL TREATED WOOD MATERIALS SHALL HAVE FIELD CUTS
PROTECTED BY FIELD TREATMENT WITH COPPER NAPTHALATE MEETING AWPA P8-11 OR CURRENT EDITION.
6.1. FRAMING LUMBER AND CAPS SHALL BE NO. 1 PINE, AWPA UC4B, 0.6 PCF CCA.
6.2. WHALERS SHALL BE NO. 1 OR NO. 2 PINE, AWPA, UC5B, 2.5 PCF CCA.
7. ALL HARDWARE, NAILS, AND BOLTS SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A-153 UNLESS OTHERWISE NOTED. USE CUT WASHERS
UNDER ALL BOLT HEAD AND NUTS UNLESS OTHERWISE NOTED.
8. TIE ANCHOR SHALL BE 1" DIAMETER H.D.G. (HOT DIPED GALVANIZED) ROD LOCATED THROUGH THE FACE PILE AND SECURED WITH OGEE WASHER AND NUT.
9. WEEP HOLES AND ASSOCIATED PVC DRAINS SHALL BE INSTALLED WITH FILTER FABRIC, / 57 STONE (1 C.F.) AND LOCATED A MINIMUM OF EVERY 6 FT. ON
CENTER AT APPROXIMATELY 1' ABOVE THE MEAN LOW WATER (MLW) ALONG THE LENGTH OF THE BULKHEAD.
10. EXISTING BULKHEAD DEBRIS SHALL BE REMOVED FROM SITE AND LEGALLY DISPOSED OF
11. SITE SHALL BE GRADED, SEEDED, AND MULCHED.

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