87491D-EDWARDS

�o1*d(mr"1 ❑CAMA ❑ DREDGE & FILL N9 87491 A B C o
%d Previous permit
GENERAL PERM I
Date previous pe my'sued
❑New [:]Modification❑Complete Relssue ❑Part' I Reissue 1 0?9 !if'l
J
As authorized by the State of North Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area o en ronmental concern pursuant to:
15A NCAC : -oc ❑ Rules attached. ❑ General Permit Rules available at the following link: www.dgq.nc.gov/CAMArules
Applicant Name t..11{ Authorized Agent
Address Project Location (County):
City State ZIP Street Address/State Road/Lot #(s) t
Phone # (_ )
Email Subdivision
City ZIP
Affected ❑ CW ❑ EW ❑PTA ❑ ES ❑ PTS Adj. Wtr. Body ' � ' �~VXCILv"L (nat/man/unk)
AEC(s): ❑ OEA ❑ IHA ❑ UW ❑SPIMA ❑ PWS Closest Maj. Wtr. Body
ORW: yes/no PNA: yes/no
i t
Type of Project/ Activity'
r
Shoreline Length
Access Length
j
Pier (dock) length
Fixed Platform(s)
Floating Platform(s)
I
Finger pier(s)
Total Platform area V -f
Groin length/#__ _. s
Bulkhead/ Riprap length -- --- -- } I
Avg distance offshore —
Breakwater/Sill _
Max distance/ length
i
Basin, channel
Cubic yards �I
Boat ramp
Boathouse/ Boatlift
Beach Bulldozing
Other
SAV observed: yes
no
--
Moratorium: n/a yes
no
i
C
Site Photos: yes
no
?: ;i
4�q
-
Riparian Waiver Attached: yes
00
A building permit/zoning permit may
be required by:
lT+ h
❑ TAR/PAM/NEUSE/BUFFER (circle one)
Permit Conditions
?
+ 4 .,
� . .
)
c.15`fi;
Y t.0 1+
❑ See note on back regarding River Basin rules
❑ See additional notes/conditions on back
1 AM AWARE OF STATUTES, CRC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial)
Agent or Applicant PRINTED Name
Permit Officer's PRINTED Name
Signature "Please read compliance statement on back of permit" Signature
Application Feels) Check #/Money Order Issuing Date Expiration Date

Statement of Compliance and Consistency
This permit is subject to compliance with this application and permit conditions. Any violation of these terms may
subject the permittee to a fine or criminal or civil action; and may cause the permit to become null and void,
This permit must be on the project site and accessible to the permit officer when the project is inspected for
compliance. The applicant certifies by signing this permit that: 1) prior to undertaking any activities authorized by this
permit, the applicant will confer with appropriate local authorities to confirm that this project is consistent with the
local land use plan and all local ordinances, and 2) a written statement from the adjacent riparian property owner(s)
has been obtained, or proof of delivery of certified mail notification of the adjacent riparian property owner(s).
The State of North Carolina and the Division of Coastal Management, in issuing this permit under the best available
information and belief, certify that this project is consistent with the North Carolina Coastal Management Program.
River Basin Rules Applicable To Your Project:
F] Tar - Pamlico River Basin Buffer Rules Neuse River Basin Buffer Rules
If indicated on front of permit, your project is subject to the Environmental Management Commission's Buffer Rules
for the River Basin checked above due to its location within that River Basin. These buffer rules are enforced by the
NC Division of Water Resources. If you have any questions, please contact the Division of Water Resources at the
Washington Regional Office (252-946-6481) or the Wilmington Regional Office (910-796-7215).
Notes/Additional Permit Conditions:
Please ensure all debris associated with the removal or construction of the permitted development is contained within the authorized
project area and disposed of in an appropriate upland location.
Division of Coastal Management Offices
Morehead City Headquarters
400 Commerce Ave Morehead City, NC 28557
252-808-2808/ 1-888-4RCOAST Fax: [phone]
(Serves: Carteret, Craven — south of the Neuse River, Onslow
Counties)
Elizabeth City District
401 S. Griffin St. Ste. 300
Elizabeth City, NC 27909
252-264-3901
(Serves: Bertie, Camden, Chowan, Currituck, Dare, Gates, Hertford,
Pasquotank and Perquimans Counties)
Washington District
943 Washington Square Mall Washington, NC 27889
252-946-6481
Fax: [phone]
(Serves: Beaufort, Craven — north of the Neuse River, Hyde, Pamlico,
Tyrrell and Washington Counties)
Wilmington District
127 Cardinal Drive Ext. Wilmington, NC 28405-3845
910-796-7215
Fax: [phone]
(Serves: Brunswick, New Hanover and Pender Counties)
http://portal.ncdenr.org/web/cm/dcm-home Revised 6/01/2021

41(omtq NCAMA [X DREDGE & FILL M (47491 A B C @)
imf GENERAL PERMIT Previous permit
Date previous permit issued _
'fjc] New ❑ Modification ❑ Complete Reissue [] Partial Reissue
As authorized by (he
(State
goNorth Carolina, Department of Environmental Quality and the Coastal Resources Commission in an area of environmental concern pursuant to:
I SA NCAC .iLT_C[ `1W ` USX) - o Rules attached. P General Permit Rules available at the following link: www.deq n[c gov/CAMArules
ApplicanAuthorized Agent _ -t In,V�
Address_p Project Location (County):_) vy! t-
Clry - J (�State �� C _ ZIP 2. _ Street Address/State Road/Lot #(s) �� ��'StJv S T • ��
Phone # (_ )
Email Subdivision
Affected []CW TEW WPTA
AEC(s): F1 OEA IHA 0UW
ORW> a /no PNA: yes iIL-)
Type of Project/ Activity
Shoreline Length
Access Length
Pier (dock) length
Fixed Platforms)
Floating Platform(s)
Finger pler(s)
Total Platform area
Groin length/0
C9tilk gLcf ,Riprap length ll.,
Avg distance offshore 2
Breakwater/Sill
QMaz distadct length Z r
Basin, channel
Cubic yarn
Boat ramp
Boathouse/ Boatlift
Beach Bul dozinv
Other 1) 7 U .L
CxY
SAV observed: yes and '
Moratorium: n/a yes
Site Photos: yes 91
Riparian Waiver Attached: yes o
A building
ES PTS
�SPIMA �PWS
CityL&_)ItttMv�
Adj. Wtc Body _-
Closest Maj. Wtr. Body
-"Ct tt1`i " -
e
L r i lrC�l'�rLo' �
t
l
P ?e*1(1
(Scale: J314'j )
❑ TAR/PAM/NEUSE/BUFFER (circle one)
See note on back regarding River Basin rules
1-1 See additional notes/conditions on back
I AM AWARE OF STATUTES RC RULES AND CONDITIONS THAT APPLY TO THIS PROJECT AND REVIEWED COMPLIANCE STATEMENT. (Please Initial) '�7_^l
A ent or Applicant PRINTED Na
Signature `"Please read compliance st ement on back o permit" \
bzv
Applidation Fee(s) Check N/Money Order
Permit Office �IN Nam
Signature
Issuing UdLU Expir lion date

ADJACENT RIPARIAN P OP RTY OWN R STATEMENT
I hereby certify that I own properWadJacent to John Edwards ,s
Property located at 5 Sounds Point Rd 1, WilmingtoM$r of Property Owner)
on Mason Inlet {Address, Lot, Block, Road, etc.)
In New Hanover N.C.
(Waterbody) (City/Town and/or County)
The applicant has described to me, as shown below, the development proposed at the above location.
�Ll_ 1 have no objection to this proposal.
I have objections to this proposal.
DESCRIPTION AND/OR DRAWING OF PROPOSED DEVELOPMENT
{lndlvidual proposing development must fill in description below or attach a site drawing)
The owner of 5 Sounds Point Rd 1 has requested to replace an
existing failed bulkhead, replace the existing timber floating
dock with a 8'x50' floating dock, and replace the gangway system.
WAIVER SECTION
I understand that a pier, dock, mooring pilings, breakwater, boathouse, lift, or groin must be set back a
minimum distance of 15' from my area of riparian access unless waived by me. (If you wish to waive
the setback, you must initial the appropriate blank below.)
I do wish to waive the I5' setback requirement.
L►LL— I do not wish to waive the 15' setback requirement.
(Property Owner Information) (Adjacent Property Owner Information)
SignarureOwner' s Agent: Sign re I L�
Pannkuk, PE,
Print or Type Name Print or Type Name '^
PO Box 100 6 Sounds Point R 1
Mailing Address Mailing Address
Wallace, NC 28466 Wilmington, NC
Citylstate2lp Citylsfatelli
910-622-5261 r _I . —C_'
Telephone Number Telephonelllumba
9/19/2022 )` --)C)
Dare Dare
(Revised 611812012)

CERTIFIED MAIL; RETURN RECEIPT R g ESTED
DIVISION OF COAST4 MANAGEMENT
ADJACENT RIPARIAN PROPERLY OWNER NOTIFICATIOWWAIVER FORM
Name of Property Owner. Simon and Adrienne Medley
Address of Property: 4 Sounds Point Rd 1, Wilmington, NC
(Lot or Street Street or Road, City &County)
Agent's Name P. - Mailing Address:
Agents phone 0.
I hereby certify that 1 own property ,adjacent to the above referenced .property. The individual
applying for this permit has described to me as Oown on the attached dlawinithe devollopment
they are proposing. A descrlo ono ►ag1 di_ mensions. mudt be provided With MIS letter.
I have no objections to this proposal. I have objections to this proposal.
Nate 'CNe IS � SrT6Jtcyc +2EQu►•REtRc"'i,*1'
1/youdeveobjeofJonetowhaNebB/ngprapQsed you mlrs nba-y lieplvidwo1coastalayanapement(DeAgin
rvriBng wlthln f0 days of recelpt of this notica. Can*. p�ddnce alrouMbr md1sd to 12Y Cardlneffldve &L,
1NJlmington, NC, 2840&3846. DCM repmaentatives can•plso ho coritlei'edni (910) 790-M8 No nesponso to
. WAIVER SECTION
1 understand that a pier, dock, mooring pilings, breakwater, boathouse, fl8, or groin must be set
back a minlmum distance of 1 S' from my area of riparian access unless waived by me. (If you
wish to waive the setback, you must initial the appropriate blank below.)
do wish to waive the 16' setback requirement
_2do not wish to waive the I & setback requirement.
(Property Owner Information)
Signature
Owner's Agent:
E.B. Pannkuk, PE
Print or Type Name
PO BOX 100
MaNng Address
Wallace, NC 28466
City/mtatemp
910-622-6261
Telephone Number
9/19/2022
Date
(Adjacent_N t OV'n r Information)
Signature
PON or Type Name
4 Sounds Point Rd 1
MaAing Address
Wilmington, NC
City/Statw0p
267 269 3g2(
Telephone Number
9 22- 2A'Z't
Date
Revised 082012

n NEW BULKHEAD LOCATION
N.T.S.

Dete Reo h d
DO. Mwp ftod
Check Prim —
N.-0Permft Holder
Vendor
Ch.k—ber
Choek
—0-t
Pernik NembedCommerita
Raeel or RatundlRaellaeNed
Columns
Co1umn2
Calemn3
CW-4
Ce1emn5
Colamne
Co1emn7
Cofemn9 -
Calemn9
10/18/2022
Land to Sea Construction, LLC
Gray Gables Yacht Club, Inc:
First Citizens Bank
637
$ 200.00
GP #87449D
KB rct 10370
10/18/2022
Zhivko Zhekov
same
Bank of America
2989
$ 200.00
GP #87512D
PA rct. 17741
10/18/2022
Peter Willett
same
First Bank
127
$ 200.00
GP #87511 D
PA rot. 17742
10/18/20221
AMW Docks and Marine Construction
Haines
Truist
8012
$ 200.00
GP #87505D
BB rct. 17912
10/18/2022
John.McClure
Lisk
United Bank "
1147
$ 200.00
GP #87435D
BB rct. 17911
10/18/2022
Sea Dog Marine Const, LLC
Ward
First Bank
1940
$ 200.00
GP #87506D -
BB rct 17913
10/18/2022
RG Marine Contracting LLC
Ferguson
Bank of America
' 1136
$ 200.00
GP #87492D
BH rct. 17725 .
10/18/2022
B & J Construction of NC, LLC
Butts
Truist
2590
$ 200.00
GP #87447D
BB rot. 17948
10/18/2022
Steve Woodard
same
PNC Bank
2731
$ 200.00
GP #87647D
BH rct. 19878
10/18/2022
Stature Engineering, PLLC 1 of 2
Edwards
Branch Banking and Trust
288
$ 400.00
GP #87491 D
BH rct. 19877
10/18/2022
Stature Engineering, PLLC 2 of 2
Edwards
Branch Banking and Trust
297
$ 200.00
GP 087491 D
BH rct. 19877
10/18/2022
'
Wilmington Marine Construction, LLC
Masons Bluff.HOA-
Bank of America
1215
$ .200.00
GP #87643D
TP for BH 17831
10/18/2022
.
Maritech, LLC
Five Pines Canal LLC
Bank of America
2658
$ 400.00
GP #87535D
BH rct. 19879
10/18/2022
B & J Construction of NC, LLC
Pollock
Truist
2591
$ 200.00
GP #87497D
BB rot. 17950
1D/18/2022
Kenneth Pedi o
same
Bank of America
2146
$ 200.00
GP #87507D
BB rct. 17947
10/18/20221
James Montgomery MO.
Sealy
United Bank
745866
$ 400.00 IGP#87508D
BB rot. 17949

SPECIAL INSPECTIONS �Eg510N*ETHEATo EMEPEG4INSPE� .
TEE MIB NO RESIDENTIAL OWE.IT IS TEE O'MfWS
+ + STATEMENT OF SPECIAL INSPECTIONS
1RWER:5SW IGIPOINTM.NNDEID IOGINx:fIOUN EIGM IYAM,NC OWNER:p' ~� DESIGN PROFESSIONAL IN RESPONSIBLE OIAAGE: EA PRAIR MK
•iHISSTARM[M04SRClAL INSPfCTI0N5ISSUBMfITFDIN ACCORDANCE WITH THE MIRMNINDING NOF PARAGRAPH IMR.3.1. RINCIVDES
4 1. THE MATERWS,SYSTEMS, COMPONENRANDWOM NOI3WEOTO HAVE SPEOAL xSPEODNSOPTFSR BY IFEMIMNG OFFICIAL OR BYTHE
REGISnREDMSIGNPNOEES40H4RFWON9xE f0A FI0110111M7N0FINE NgDN
i I. TIE MEAAD EXRM OFEAC>i5PEa4N6PECT-ION
PROJECT LOCATION 3 M TYR AND EDENra FAalEii.
<. PODIIaMN NDUIRfAENTS LMISPE[WIMPEODNSOP I[SIS WRSEISMEMNwxD RFSNTAMa MSPEaFlFDN SECID161AE.1LIM.D,AM
' IMB 13
TRS. FOR EACH TYPE OF SPECAL INSPECTION, IDENTIFICATION M TO WHETHER IT Bill NCONIINRAXA KAICDFC OR PE/ROAED IN ACCORDANCE WITH THE
NCIATION USED IN THE RUMPICED STANDARD WHEN THE INSPECITONSRIIF DEFINED.
ARE SEISMIC REQUIREMENTS IN THE STATEMENT OF SPECIAL xSPECTIM- IMA.3.2.-M
ME MND N W MEWn IN THE STARMEM OP SPEOM INSPECTIO JM1.33. - M
THF SPfO4 RISPECTOII OP NEOMAM M SPECIAL IMSPEC11OP61MIERIAITESTIMAAFNCYWM xEb WIYAfOMVi0FSE1E0BERyATNNbµpIESTS.MY
- OBSFINAlDF6MLLN M03'DfDroMBNLDNG116PFClORNDT1E Df5GX NWFESSMIWLLNN5ttIN9BIECIxR4E. DF1YRE1g11SWRLNMDYxFD TONE
NNEMLCl1N1RACTdI dM MY114ATTHf OBEMAIDN B IEAFdB.[D.IMIFAM NId115 WiLLN FRONDED TOM BIRDNG NSPEROP NDM DE9GN
RgFMOWINNYOMBIECNARCiEpNAWIMiOWFW;'AONtNBAY3. D6[REPAY(ESWMNBRO. Mi TWATrUffM0FMECFNEMI
F.:. PROJECT LOCATION .. COMPACTOR ONTxE OAYTMTTNRAN OBSERVED. FJfi 06[AEPMEESTNi ARETMTME M CORRECTED M MLURCANCT WEIHM COWEE ETDN
DDCLEEHTSWILLNBROWMroM ATTENTION OfMxAUNK INSPEROIIAIDDERE)i PROFESSNNINN RIMPOR NE CHARGE MSPEWLINSPEROR OF
Y « REIN MLLPROADE A STATEMFMOFSPITIN. MC STO THE IRJWNG INSPECTORANDTHE DEWNPRORSSKNNI IN RFSPONSMIE CHANGE ATTHE
COMREIDNOPTHEPMEO.
THEME MI CONTR MNTOMA/JMMSEMFAMWWITHCHAPTER17OPMMTINCKALMGCODE.NOTE:MGENERICCOHTM MBNOT
_ PERIMREDro[ONIRA[T WIINM SPEOx MSPFCiM1OPN[OADgIMSPE[AIINSPECiNN61MIERlLLIF51MGAGFTEY.
LOCATION MAP 1 LOCATION MAP 2 SCHEDULE OF SPECIAL INSPECTIONS
N.TS. N.T.S. TABN 1-7NQA HDSPECAL MSPEUMAM TESTSOF ONWEN FOUNDATDN ELEMENTS-SHEfTRN
STRUCTURAL NOTES
GENERAL NOTES: STRUCTURAL STEEL: TIMBER:
1. THE STRUCTURAL NOTES SHALL BE USED IN CONJUNCTION WITH THE 1. ALL STRUCTURAL STEEL TO BE EPDXY COATED ON SITE UNLESS NOTED 1. LUMBER SPECIFIED AS FOLLOWS:
STRUCTURAL DRAWINGS. OTHERWISE. BELOW WALKING SURFACE- NO.2 STRUCTURAL SYP - UNLESS OTHERWISE NOTED.
CON1INwm
PERIODIC
TYPE
'MINSPEODNS
SPEGLL IT6PE(MNI
L. MR ELEMENT AIATERALS, Uas, AND
A
UNGTIB CDMRY WITH M NQmf Mom
2 DETERMINEfMAOR50{IES1 FlFMENR AND
x
-
CO NIATCi ADDODNM LORD TEM M REQOKM
3. INYEO DWMNG OPERATIONS AND MNNFAW CONFUM
A
-
AMACWMTERECORDSFORE FIEWENT
t MIRFVEEMENFIOCATIMANDRUFA9NESS,
x
-
CONTI MEAMSIUOFHMIMEEDETERMME
BE REEMEIMTMTOAa1FRDFSIONwWaTY,
PATH WA DOCUAEMTANY
ON ELEDIBAM
DMYVSE i0 fOLNO11N1N fIFMENi.
DAMAGE
2. THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2. STRUCTURAL STEEL: LUMBER SHOULD BE TREATED TO 2.5 LBS OF PRESERVATION RETENTION PER CUBIC
PROVISIONS OF THE 2018 NC RESIDENTIAL CODE. a. PZC 18, ASTM A572 Gr. 60 FOOT, SURFACE PREPARATION IS S4S. MOISTURE CONTENT IS KDAT19. PRESSURE LAS.0
3. THE CONTRACTOR SHALL FIELD VERIFY THE DIMENSIONS. ELEVATIONS. AND I FPr)XY HPPFP X'lr TREATMENT TO MEET UC58 STANDARDS. FIELD CUTS ARE TO BE TREATED WITH HEUCKPRFRISPECIDIb
OTHER REQUIREMENTS NECESSARY FOR THE PROPER CONSTRUCTION AND
AUGNMENT OF THE STRUCTURE.
4. THE CONTRACTOR SHALL MAKE ALL MEASUREMENTS NECESSARY FOR
IT.
R. SHEETPILE TO BE DRIVEN TO THE INDICATED DEPTH WITH NO
CUT OFFS.
HSS: ASTM A500
COPPERS M.
WALKING SURFACE AND ABOVE - NO, 2 STRUCTURAL SYP - UNLESS OTHERWISE
NOTED. LUMBER SHOULD BE TREATED TO 25 LBS OF PRESERVATION RETENTION PER
TrPE
�PECONTINPMaN NSRarora
PEAIDOC
sPEaALlxsPEcnox
1. REwMINsraluTxxfWIPAENrusfp, PRE
MAE)LSIONS,nP f1EVATXINS. FlNAI DEPTH,
x
-
FABRICATION AND ERECTION OF STRUCTURAL MEMBERS.
c.
NUTS: ASTM A563
CUBIC FOOT, SURFACE PREPARATION IS S4S. MOISTURE CONTENT IS KDAT19.
IN4ADdTRx TORDUIEVENFD R) THE
FILLL 3 iFFT, AM FlNN WSTA W i DN TOPpIE.
5. ALL SPECIFICATIONS REFER TO LATEST EDITION.
d.
WASHERS: ASTM F844
PRESSURE TREATMENT TO MEET UC4B STANDARDS, FIELD CUTS ARE TO BE TREATED
z NO1fID09AFNSDE MCENTRMSxAFrR DTHE
xtMNA S9F.AMMTHIWIFSSaMIET1GL
A
e. MISCELLANEOUS STEEL: ASTM A36 WITH COPPERS M.
nC:CI!_YAI I nArAC•
L
THRFAOFOAOAPTORRARE'6DKCISTFFI HOTOIPPFOr'.AIVANI7FO
2 FASTENERS ARE SPECIFIED ASI2GAUGE, STAINLESS STEEL SCREWS -UNLESS
NAWxcPEATEz -
_
LJLVIVI\ LVnLJV.
I. SUBMIT HD GALV. CERTIFICATION TO THE ENGINEER FOR
SPECIFIED OTHERWISE BY TIMBER TIE MANUFACTURER.
APPROVAL
3. ALL TIMBER TIES ARE SPECIFIED AS SIMPSON STRONG TIE, INC. Z MAX COATING. TIES
SURCHARGE: 50 psf
3.
EPDXY COATING TO BE SHERWIN WILUAMS MACROPDXY 646 OR APPROVED
ARE TO BE INSTALLED PER MANUFACTURER'S INSTALLATION INSTRUCTION.
GANGWAY: 100 psf
EQUAL.
HYDROSTATIC GROUNDWATER PRESSURE - ELEVATION DIFFERENCE WITH
4.
WELDING TO COMPLY WITH AWS RECOMMENDATIONS FOR EACH SPECIFIC
ALUMINUM:
CANAL: 1-0'
WELD AND THE WELDER TO BE CERTIFIED FOR EACH SPECIFIC WELD THEY ARE
PERFORMING. USE E70 SERIES ONLY.
ENVIRONMENTAL:
5.
CONTRACTOR TO PROVIDE SHOP DRAWINGS TO ENGINEER FOR APPROVAL
1. STRUCTURAL MEMBERS: 6D61 ALUMINUM ALLOY
BEFORE FABRICATION.
2. ALUMINUM WELDS TO COMPLY WITH W59.2-18 RECOMMENDATIONS. WELDER TO BE
CERTIFIED FOR EACH SPECIFIC WELD THEY ARE PERFORMING. PROVIDE
1. THE CONTRACTOR IS RESPONSIBLE TO PREVENT CONTAMINATES, DEBRIS,
DOCUMENTATION TO ENGINEER.
POLLUTION, OR SEDIMENT FROM ENTERING THE WATERWAY. THE
HELICAL ANCHORS:
3. FASTENERS IN CONTACT WITH ALUMINUM TO BE ALUMINUM OR 304 STAINLESS STEEL
CONTRACTOR WILL NOT DIRECTLY RETURN WATER OR ALLOW STORM WATER
TO DIRECTLY ENTER THE WATERWAY.
2. THE CONTRACTOR IS RESPONSIBLE TO USE SCREEN OR OTHER PROTECTIVE
1.
HELICAL ANCHOR INFORMATION PROVIDED ON THESE DRAWINGS IS FOR USE
EQUIPMENT TO KEEP CONSTRUCTION DEBRIS FROM ENTERING THE
AS A PERFORMANCE SPECIFICATION. THE HELICAL ANCHORS ARE TO BE
WATERWAY. THE OWNER RETAINS THE THE AUTHORITY TO REQUIRE
DESIGNED BY A PROFESSIONAL ENGINEER WORKING FOR HELICAL ANCHOR
ADDITIONAL ENVIRONMENTAL PROTECTION IF THE CONTRACTOR HAS NOT
MANUFACTURER. MATERIAL TYPES, ANCHOR STRENGTH, AND PROTECTIVE
INSTALLED ADEQUATE PROTECTION TO BE AFFECTIVE.
COATINGS MUST BE INCORPORATED INTO THE MANUFACTURER'S DESIGN.
2
THE HELICAL ANCHOR INSTALLER IS ONLY ALLOWED TO INSTALL ANCHORS
GEOTEXTILE FABRIC:
WITH A THIRD -PARTY TESTING COMPANY PRESENT AT ALL TIMES. THE
INSTALLER IS TO MAINTAIN INDEPENDENT DRIVING RECORDS OF ALL HELICAL
ANCHORS. THE INSTALLER MUST PROVIDE THEIR DRIVING RECORDS TO THE
1. MIRAFI FILTER 300 WOVEN GEOTEXTILE FABRIC
MANUFACTURER'S ENGINEERING FOR VERIFICATION THAT IT MEETS THE
REQUIRED MINIMUM DESIGN STRENGTH.THE MANUFACTURER'S ENGINEER IS
TO VERIFY THE ANCHORS MEET THE PROJECT REQUIREMENTS AND SUBMIT A
S H E ET I N D EX
G' EOTECH N ICAL:
SEALED LETTER. THE INSTALLER IS TO SUBMIT THE DRIVING RECORDS TO THE
ENGINEER OF RECORD.
SO
SPECIAL INSPECTIONS AND STRUCTURAL NOTES
1. EXISTING SUBGRADE TO BE COMPACTED TO 98%OMC.
3.
HELICAL ANCHORS ARE TO BE INSTALLED TO AN ULTIMATE LOAD 1.5TIMES
$'I
NEW BULKHEAD LOCATION
HIGHER THAN THE WORKING LOAD SPECIFIED IN THE PROJECT DETAILS.
4.
THREAD BARDS TO BE HD GALVANIZED, ASTM A449 MATERIAL OR APPROVED
S2
SECTIONS AND DETAILS
EQUAL
S3
SECTIONS AND DETAILS
STATURE
TE
Gjj
STRUCTURAL ENGINEERING
k PROJECT MANAGEMENT
PO BOX 1429
CAROLINA BEACH, NC 28428
P: 91 G-622-5281
�NNERNIIIII//I/II/'
SEALS'
C-47�19q Z
-CT T.TIC
o` ��Nn^u�hyo
A//nFl FIIINNN pr I I�Z L
5 SOUNDS POINT
ROAD
BULKHEAD
REPLACEMENT
FIGURE EIGW ISLAND, NC
SPECIAL
INSPECTIONS AND
STRUCTURAL
NOTES
PROJECT NO: 22027
DATE: 10/112022
SCALE: AS NOTED
DRAWN BY: SSW I PROJ MGR: EBP
So

STATURE
S:IDE
ENGINEERING
STRUCTURAL ENGINEERING
PROXCT MANAGEMENT
PO BOX 1429
CAROUNA BEACH, NC 28428
P:91G-622-5261
a
a i
/` Ric'
a Q.' A
C-4J'9
_ 1 �111111111N/AAA
L _ JAL
2-0:
AVERAGE ,R t. O.VWI 'Y?
13. -IryN11MMB al lzc
x
5 SOUNDS POINT
ROAD
,t BULKHEAD
REPLACEMENT
i
FIGURE EIGHT ISLAND, NC
NEW BULKHEAD
LOCATION
r'
NLKHEAD LOCATION
�1JEW BUN.T.S.
110 V ELECTRIC OURF7 CONAECT TO 20 NAP GET BREAKER
CONIECT TO PT 6X6
HOSE RB COMCT TO PT 64 POST
PROJECT NO: 22027
DATE: 10/11l2O22
SCALE: AS NOTED
DRAWN BY: SSW PROJ MGR: EBP
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