20170250 Ver 1_Shoreline Stabilization_20170302

State of North Carolina
Department of Environment and Natural Resources
DWR Division of Water Resources
Division of Water Resources 15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stabilization
FORM: SSGP 10-2013
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the application fee should be sent
to:
Division of Water Resources
401 & Buffer Permitting Unit 2 0 1 7 0 2 5 0
1617 Mail Service Center
Raleigh, NC 27699-1617
I. Applicant Information [15A NCAC 02H .0502(a)]
1. Owner Information 1 ) ,L
Name: eraC� �' t /1/ i _b 1►
Mailing Address: 16b /" I lea -i C�
Telephone Number: 50(- — ?�r/ Fax Number:
E-mail Address: Mqi7 ) 2D
I
2. Agent/ Contact Person Information oEQ-WgT
A signed and dated copy of the Agent Authorization letter (a form can 4 - eq�
http:1/www.saw.usace.army.mil/Portals/59/docs/regulatory/`regdocs/Permits/SAMPLE AGEN
ORIZATION FORM. df) ust be attached if the Agent has signed this application form.
Name: la '1")a/,I("G,
Company Affiliation: LQJ a /'1 5 1r4IC 7 X01
Mailing Address:U Cc �y
Telephone Number: Fax Number:
E-mail Address: knC'u�z�ou� rae "Os, k/1 to
Person to receive the Certification Approval: 14111111 -D QAecuk
II. Project Information [15A NCAC 02H .0502(a) & (b)]
1. Attach a vicinity map (i.e. street map) clearly showing the location of the property with
respect to local landmarks such as towns, rivers, and roads.
2. Provide a detailed site plan showing property boundaries and proposed locations of
vegetation clearing, structures (buildings, retaining walls, docks, impervious surfaces,
FORM: SSGP 10-2013 Page 1 of 3

etc.), rip rap, excavation or dredging below Full Pond/ Normal Water Level elevations,
and construction access corridors. You may use the diagram provided at the end of this
application form.
3. Attach a photograph of the shoreline/ buffer proposed to be stabilized. (Include a scale
of some sort- a yard stick, shovel handle, etc.)
4. Location offth�jrope y ( here work is to be conducted) /
U rc� � L County: 4VNearest Town: Z-4/1/& L a1 -e
Subdivision name or site address (include phase/lot number):
Directions to site - please include road names and numbers, landmarks, etc.:
Latitude (in decimal degrees) ), !0 �_.:�kQ Longitude (decimal degrees) pw. / &kyl
5. Describe the existing land use or condition.of the site at the time of this application
(residential, undeveloped, etc.): 44/1Qt'Ve�©/i°
6. Property size (acres): 4;1.131 �/L1''c'S
7. Lake/ river/ ocean adjacent to property: za,4e Lu./ f'
8. Describe proposed work (include discussion as to how hardening of /shoreline has been
avoided, or why it isYeelelooeel,
cessary): Pa R,n A4"0 /ihCl zie4 r /7yuSF . i,1- %
19 e JIer'bPe/�,Buii N% w Bnuf � c4e
9. Will work be conducted from land? [v]' From water? ❑
zu
10. Total amount of disturbance (including all excavation, backfill, rip rap, retaining walls, etc.)
below the normal pool lake level/ Normal Water Level in square feet or acres:
F�
11. Total amount of disturbance (including all clearing, back fill, excavation, rip rap, retaining
walls, etc.) above the normal pool lake level/ Normal Water Level and 50 feet land -ward in
square feet or acres: L5— X yo _W :lE,/_f
12. Please describe the vegetation above the normal pool lake level/ Normal Water Level and
50 feet landward to be impacted (number of trees, for instance):
'/ 57144 // �/� _! Q k id a /'/Cl Pll' /_,�/ C15v
Owner/Agent's Signature* [15A NCAC 02H .0502(f)]
Date
'Agent's signature is valid only if an authorization letter from the owner is provided.
FORM: SSGP 10-2013
Page 2 of 3

W
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Ulayout I A A �._ 1I It I uU Text Direction 0� ❑ , Shape Fil!
to Reset - - _wf Align Text - Q Z v 13 Shape outline y
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Odes 1, Delete -_.._ _. __ _.._.. - _-- - Concerttc SmartA.rt - ri 1 l J SClles — Shape ENed: h
sgfks Font Paragraph Drawing
p . . . i . . . 3 . . . . . Z . . . i . . . p . . . 1 . . . . . . . z . . . . . . . 3 i { .
Lake
(At Full Pond/ Normal Water Level)
Full Pond/
Normal Water Level
Shoreline
RIP
of") pot
dy
Please approximately sketch the following information on this plan (provide dimensions for each
item, such as 10 ft x 100 ft) *:
1. All proposed vegetation clearing
2. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
3. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
4. Location of any proposed structures such as buildings, retaining walls, docks, etc.
5. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
6. Location of construction access corridors
FORM: SSGP 10-2013
Page 3 of 3

SAMPLE AGENT AUTHORIZATION FORM
PROPERTY LEGAL DESCRIPTION:
LOT NO. PLAN NO. PARCEL ID:
STREET ADDRESS: ti i C —41)1 k.`T ZP
Please print:-Yag L.,
rW
Property Ow:
Property Owner: c.
--- - ----- - -
The undersigned, registered property owners of the above noted property, do hereby authorize
Alan Dungan of
D u ncan Construction ----
(Contractor / Agent) (Name of consulting firm)
to act on my behalf and take all actions necessary for the processing, issuance and acceptance of
this permit or certification and any and all standard and special conditions attached.
Property Owner's Address (if different than property above):
Telephone:
Z'Ll OcLi
We hereby certify the above information submitted in this application is true and accurate to the
best of our knowledge.
. . . . . . . . . . . . .
Authorized Signature Authorized
C -
Date: Z I ' I Date:

'CONSTRUCTION NOTES:
A) SUBMERGED DECK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW, TAPERED ON
THE SUBMERGED END AND DRIVEN UNTIL REFUSAL WITH A TWO MAN, 75# MANUAL PILE DRIVER, OR
EQUAL AS APPROVED BY ENGINEER. POSTS SHALL BE DRIVEN A MINIMUM OF 4'-0" INTO LAKE BOTTOM
FOR POST LENGTH GREATER THAN OR EQUAL TO 12-0" OR 33% OF THE OVERALL LENGTH OF THE
POST FOR LENGTHS LESS THAN 12'-0', BUT NO LESS THAN 3. ALL PERIMETER POSTS TO BE PLUMB
AND TRUE, -q-1/4' PER FT. (ALTERNATE FOR DRY LAKE BED AS SHOWN)
B) DOCK GIRDER SPAN NOT TO EXCEED 8'-0" UNLESS OTHERWISE APPROVED BY THIS ENGINEER.
C) ALL LUMBER TO BE APPROVED FOR OUTDOOR USE OR WEATHER PROOFED. s 18'08'57" W
D) CONSTRUCTION OF DOCK TO BE TYPICAL 2X10 JOIST CONSTRUCTION WITH DOUBLE 2X10 73.90' Te
GIRDERS NOTCHED 1.5' INTO 6X6 SUBMERGED SUPPORT POSTS AND BOLTED USING 5e THRU BOLTS.
E) USE SIMPSON STRONG TIE 2X10 JOIST HANGERS FOR FLUSH MOUNTED JOIST TO GIRDER
CONNECTIONS
F) DECK SURFACE TO BE DETERMINED BY OWNER AND SHALL BE SECURED USING
MANUFACTURERS RECOMMENDED FASTENERS.
G) 2X6 CROSS BRACING LOCATED AS SHOWN IN PLAN VIEW, IS TO BE LAGGED TO 6X6 POSTS W/
5/8" GALVANIZED CARRIAGE BOLTS, 4 PER 2X6.
4
PROPERTY LINE EXTENSION
15'SETBACK
(FROM PROPERTY LINE EXTENSION)
PROPOSED BOATHOUSE
30' CONSTRUCTION LIMIT --��
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BUILDABLE AREA
or
.x
S84*59'22'E 271.31'1
Rue
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5ruw TCAREnc EEro�HAVE BEBTAKEN
SHEET rcxsa eAt P.w,rs,r£vues�aoaPeocwairlu i0llTNS P,IM?L TOEMWUR-THATTNESEP AFECOPFECTMiG
PLAT X1M B WARIER PE R G REV wxYE vwnMKE ¢ R a np rs by sss® peaM iNE COTITE =EVER KIM B -WA PE PLIC
MR. &MRS. BRUCE DOOLITTLE 3CGUdTQ W�WORVE
REVsTro�„M�w=sl� assueEs rou,B�n EXCEPTTOM MAKE
(PROPOSED) FOREST n ru pEy :o,w.,r..- y,� ., w, acTicti nT s�sa� r*.s:a au=cn
0 PICNIC POINT, LAKE LURE, NC 28746 SCALE V =20 PE NOi�5BCOMPMTNpP,$ pGV -'

CONSTRUCTION NOTES:
A) SUBMERGED DECK POSTS SHALL BE 6X6 TREATED POSTS AS SHOWN IN PLAN VIEW, TAPERED ON
THE SUBMERGED END AND DRIVEN UNTIL REFUSAL WITH A TWO MAN, 75# MANUAL PILE DRIVER OR
EQUAL AS APPROVED BY ENGINEER. POSTS SHALL BE DRIVEN A MINIMUM OF 4'-0' INTO LAKE BOTTOM
FOR POST LENGTH GREATER THAN OR EQUAL TO 12-0' OR 33% OF THE OVERALL LENGTH OF THE
POST FOR LENGTHS LESS THAN 174x, BUT NO LESS THAN 3. ALL PERIMETER POSTS TO BE PLUMB
AND TRUE, *!-1/4' PER FT. (ALTERNATE FOR DRY LAKE BED AS SHOWN)
B) DOCK GIRDER SPAN NOT TO EXCEED 8'-0' UNLESS OTHERWISE APPROVED BY THIS ENGINEER.
C) ALL LUMBER TO BE APPROVED FOR OUTDOOR USE OR WEATHER PROOFED.
D) CONSTRUCTION OF DOCK TO BE TYPICAL 2X10 JOIST CONSTRUCTION WITH DOUBLE 2X10
GIRDERS NOTCHED 1.5' INTO 6X6 SUBMERGED SUPPORT POSTS AND BOLTED USING 518' THRU BOLTS.
E) USE SIMPSON STRONG TIE 2X10 JOIST HANGERS FOR FLUSH MOUNTED JOIST TO GIRDER
CONNECTIONS
F) DECK SURFACE TO BE DETERMINED BY OWNER AND SHALL BE SECURED USING
MANUFACTURERS RECOMMENDED FASTENERS.
G) 2X6 CROSS BRACING LOCATED AS SHOWN IN PLAN VIEW, IS TO BE LAGGED TO 6X6 POSTS W!
5/8' GALVANIZED CARRIAGE BOLTS, 4 PER 2X6.
S 1e'oe'571 w
71.90' Tis
Existing
Boathouse/Docks
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PROPERTY LINE EXTENSION
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PRELIMINARY BOATHOUSE PLAN FOR
MR. & MRS. BRUCE DOOLITTLE
0 PICNIC POINT, LAKE LURE, NC 28746
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S 84'591*22" E 271.31' 1
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PARTIAL PROPERTY ENGINEERED BY: DATE 1-22-17 �;'�,as,U„a �X= =F�CAM AND EFR3Wr V[ iNTMEN
SHEET REV uoSlWytME RKfE4FM(F tlriB MTiNNGLLMM, oEacFBE4dIMR�O TOEM3lT1E TINT T mm RMR MY colfeGTw
2 PLAT 3*clim-ywoWR F Fuc �ae�Mv�16a0 w mrtet �6 �1Fv81lEMnM(]O GNO �Y FTE II)NE�£R UY4 W YH E ouG
17PCOSTOR ,,W 2aDO REV VAOi"/Y.ML u�rY ae ae Exs�.nmmXld w�ana seaueE 'u w�PUTYFJ(CSvr ro uMF
(PROPOSED) vaBEsraTr,rt Amo REV aQacsu T4PZ *NE 41tEN[M6r,f Etmie«o��n��rrn L�Ecras,wc r�ssuE ccsE�n�isrn�en
SCALE 1'.20 °Ebia�s mrvHnrov>yn REV seam
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ALL OW MION8 ARE TO BE VERIFIED BY CONTRACTOR
PRIOR TO CONSTRUCTION. ELEVATION OF TOP OF RM
WAY NOT EXCEED 15'-7' FROM ELEVATION 987 (FULL POMC
3�—__
PLATE HEIGHT
LAKE (WEST) ELEVATION
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DESIGNED TRUSSES
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LENGTH AS REQUIRED
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EXCAVATION, 3'•0'DEEP
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RIP RAP
2X6 CROSS BRACING SECURED WITH (2) W
— —' --- - — - GALV THRU BOLTS iN EACTi BOARDEND. - -
TOP OF BRACE TO BE AT 9%.0', BOTTOM
TO BE WITHIN 12' OF LAKE BOTTOM.
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LENGTH AS REQUIRED
>1<� I I '24'SO, OR21'ROUND
EXCAVATION, 3'•0'DEEP
2A'(MIN.)3500PSI CONCRETE
63500 PSI CONCRETE IN
B01TOM OF HOLE
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CLASSIC METAL DECKING ON
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DESIGNED TRUSSES
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5A DECKING UNLESS OTHERWISE
SPECIFIED BY OWNER
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36'-6'

11'-0'
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GARAGE DOOR - DETAILS TBD
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2X10 PT JOISTS AND GIRDERS
11'-0'
r 7 CROSS BRACING REQUIRED BETWEEN
SUBMERGED POSTS INDICATED BY
THIS SYMBOL
SOLID POSTS SHOWN IN THIS VIEW ARE SUBMERGED
DECK SUPPORTS (RED AND BLACK)
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DOUBLE 2X10 JOIST
ADDITIONAL 6X6 SUPPORT POSTS
BELOW DECK WITHIN 17 OF BOAT LIFT
SUPPORT POSTS (LOCATED BY OTHERS)
POSTS IN THIS VIEW ARE SUBMERGED DOCK
SUPPORT POSTS NOTCHED -1.5' AT TOP TO
RECEIVE GIRDERS AND DOUBLE JOISTS.
6X6 SUPPORT POSTS NOTCHED 1.5'
ON TWO SIDES TO RECEIVE JOISTS
AND GIRDERS
2X6 CROSS BRACING SECURED WITH (2) 5/8'
GALV THRU BOLTS IN EACH BOARD END. TOP
OF BRACE TO BE AT 990,0', BOTTOM TO BE
WITHIN 12' OF LAKE BOTTOM.
IF LAKE BOTTOM IS LESS THAN 2' BELOW ELEV.
990 CROSS BRACING IS NOT REQUIRED
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DIMENSIONS SHOWN ARE TO
OUTSIDE OF FRAMING, SHEATHING
AND SIDING ARE IN ADDITION TO
4 THOSE DIMENSIONS
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DOUBLE 2X10 GIRDERS
BOLTED TO POSTS USING
(2) 5/8' THROUGH BOLTS §
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WORTANT NOTE
THEPROPOSED HEIGHT OF THE BOATHOUSE RIDGE PRECLUDES THE ADDITION Of A POSSIB(E FUTURE
3 $,
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ROOFTOP DECK THATEXTENDSOVERTHERIDGE, THERIDGEHEIGHTOF15r ISTHEMAXYANHEIGHT
ALLOWED FOR A LAKE STRUCTURE QNCLUONJG THE ROOFTOP DECK SURFACE) AND MUST NOT BE EXCEEDED.
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CONSTRUCTION ABOVE DECK LEVEL IS 10
CONWIY WITH THE STRUCTURAL RECUREMENTS
OF THE NO RESIDENTIAL BUILDING CODE
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