20191496 Ver 1_Shoreline Stabilization_20191028

State of North Carolina
Department of Environment and Natural Respu- e, s
Division of Water Resources
15A NCAC 02H .0500 — Water Quality Certification, Shoreline Stat
FORM: SSGP
Shoreline Stabilization Application Form
Three copies of the application (including attachments) and the ARpication fee should be sent to:
if sending via US Postal Service If sending via delivery service (UPS, FedEx, etc.)
Karen Higgins Karen Higgins
DWR - 401 & Buffer Permitting Branch DWR - 401 & Buffer Permitting B
1617 Mail Service Center 512 N. Salisbury Streets®�9
Raleigh, NC 27699-1617 Raleigh, NC 27604 A�C�
r ikavl�Ct►Q,A
A. Applicant Information [15A NCAC 02H .0502 ] itlsr� 581
1. Owner Information
rl
Name:„
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
V-
2. Agent/ Contact Person Information
A signed and dated copy of the Agent Authorization letter must be attached if the Agent has
signed this application form. (A form can be downloaded here:
http: y�wiiK.saw sace.arrn,_Y rnil Partafs 59LdocsLregulato rggdocs Pe€`r lits 5ANIP4 AGF T r l Ti ORI
ATIO
Name: 0ti�YIL V�
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
0
PAN
baf-at " °C ` 7f0
OLg3_-S(SI Fax Number:
mU-5fb byemCi �� �' . 7 aj2'.
B. Project Information [15A NCAC 02H .C50 � l
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, buildings, retaining walls, docks, impervious surfaces, 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.
FORM: S5GP 02-2017
Page 1 of 3

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 of the property (where work is to be conducted)
County: (?(`A'- Nearest Town: L OL 1c e �-
Lake/ river/ ocean adjacent to property: �f .ICe zct'z-� -
Property size (acres): , I �' a Cre S
Subdivision name or site address (include phase/lot number):
3.3 U Ut 4QlftL Dr- buke Z tLrc Aj L
Directions.to site - please include road names and numbers, landmarks, etc.: VAR d ��
Latitude (in decimal degrees) 3 y ?417501Longitude (decimal degrees)- 8� � I GI �
S. Describe the existing land use or condition of the site a the time of this application
(residential, undeveloped, etc.):
6. Describe proposed work (include discussion as to how hardening of shoreline has been
avoided, or why it is necessary): ttOL C- Qlt �- k
Ott: 41] Ix- I �& 600v6 l i - r Ql Un-v t �`hw- 0-AA LLa 1u C4
7. Will work be conducted from land? 2 From water? 191,
8. Total amount of impacts below the normal pool lake level / Normal Water Level
Permanent impacts (including all excavation, backfill, rip rap, retaining walls, etc.) in square feet:
90 Sa.--
Temporary impacts in square feet:
9. Total amount of impacts above the normal pool lake level / Normal Water Level and 50 feet
land -ward
Permanent impacts (including back fill, excavation, rip rap, retaining walls, etc.) in square feet:
460 sa44.
Temporary impacts (temporary clearing, construction corridor) in square feet:
10. 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):
�+,-� �H ��/1 t�,.-2� ., �/0 n� � ►V1�I 1 V�%�1.ar�„ ln(if.� flu'_ P.�P�7it�L� f.(�� - ---
11. Stnature 0143111
wner/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 02-2017 Page 2 of 4

Agent's signature is valid only if an authorization letter
from the owner is provided.
12. Please approximately sketch the following information on this plan and provide dimensions for
each item:
a. All proposed vegetation clearing
b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
C. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
d. Location of any proposed structures such as buildings, retaining walls, docks, etc.
e. Location of any excavation or dredging below the Full Pond/ Normal Water Level elevation
Fun

c
Side View
D
3 ft. below full pond water level 4 ft. above full pond water level 2 ft. additional clearing
"if necessary
FORM: SSGP 02-2017 Page 1 of 3

mannnx-
P.0, Box lb_:
rlat Cave, N�C 28710
Jnn Addz.
336 Cha--lotte Dr,*L,e
L&0,7e Tq;": 287-46
• temoli-_ion of :he sedia%-.-,'.l ilra_ 'Y;P.,placc, it w_th
n,ew Eea.waj'af5 :�Apij-'irietd by KLM, WArner's
e - - I�atjfio ..
of zt_- J:?ack 'eall of �he
-and aLl of the
0 1 Cw, e t e fs
of t`,e, back exte== wal- --f the b,",
put in new suppo--t p.!n74t-%5, and bv,;.T�li r.E,vi,
boa
bn obtzinad- by.E'r-::�.nman Stone
inq aAzs "ho'age nt for the abr;-.r
Uemo Lli= ion-' ;,i_ill _tart the la_sL! .ri e. E' *k of'. Cc:tobc,r a.-l- t_e
n. t i -,- z p; 1 j e C t of 11. act oriV 1 r-i t *�7 In -v , Apr i 1 1, 2 C2 0
Tota-', is' �4-8,000, tc be paid as
foll.qws', 1,/3 to start, 1/3 iIilherL fou-'err i'lls P.­,.d, and
7--3ie-, ramaininc; Zr` _ ,�
aue. L.mcn
Thank you,
jav F.reertz,an, 'I-v- Frceman Stone Ma5-.n_nr.v
:aqrl-ed upon or. �
rc.,-Scott. ca--ter

10/18/2019
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Found 1 " pipe
REMOVE LANDING AND
LACE WITH NEW, EVENLY
SPACED STEPS TO DOCK
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CD
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Covered
Boat Dock
SEAWALL IS CONTINUOUS UNDER STEPS BUT
DROPS IN HEIGHT TO ALLOW STAIRS TO PASS
OVER. MAY REQUIRE TURN BACKS AS SHOWI`
Boathouse
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19856 9�
PROJECT SHOWN HEREIN INCLUDES THE REMOVAL ��ss
REPLACEMENT OF THE EXISTING STONE SEAWALL $o
�TH A STUCCO FINISHED MASONRY SEAWALL. IT g® 1
&IWTHE REPLACEMENT OF ANY SHORE w;N5 P
DI E D K 11 PROVEMENTS DAMAGED DURING a91g � w
IST CTIO ONE SECTION OF DECK WILL NOT BE99
D
ACED THE LAST SET OF STAIRS AT THE
AT SE WILL BE REVISED AS SHOWN UNLESS q gas
JROWISE DIRECTED BY THE HOMEOWNER
E EXISTING WALL IS NOT ENTIRELYLE. THE PROPOSED WALL IS SHOWN
TRAIGHT BUT ACTUALLY MAY BE
S TLY CURVED WHEN THE EXISTING
A --
(TO BE RETRACED) IS EXPOSED.
.dw^�WALL IS SHOWN WITH DECK
REMOVED FOR CLARITY R
STUCCO FINISHED MASONRY SEAWALL
REPLACES EXISTING SEAWALL IN THE
! SAME LOCATION. APPROXIMATE
LENGTH IS 64'-0" TO PROPERTY LINES
Covered
Boat Slip
Beset Disturbed iron
Boat
Slip
DISTURBED AREA = 430 SQ. FT.
Possible Encroach,
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SLOPE GRADE AWAY FROM
WALL AT WALL
T.O.W. IS PROPOSED TO BE TWO
FEET ABOVE THE EXISTING WALL.
THE ESTIMATED WALL HEIGHT IS
8'-8" OR LESS.
OPEN BOTTOM BOND BEAM IN
TOP COURSE WITH (2) #5 REBARS
AT EDGES AS SHOWN
___ COMPACTED SOIL FILL
STUCCO FINISH -LAKE FACE,
TOP AND 6" ON BACK
12" STEEL REINFORCED SOLID
FILLED CMU WALL
12" OF WASHED STONE
HORIZONTAL REINFORCEMENT -
LADDER TYPE REINFORCING IN
EVERY OTHER COURSE
=
VERTICAL REINFORCEMENT-#4
0 =
BARS IN EVERY OTHER BLOCK
co
VOID (16" OC) CENTERED IN VOID
`n
2" PVC DRAIN PIPE IN FIRST JOINT
xx
ABOVE 990.0 AT 8 FT. INTERVALS
SOIL SEPARATING FABRIC TO
PROTECT AGAINST EROSION
45 REBAR DOWEL 30" X 6", 8" OC
U
TOWARD BACK OF VOID
RIP RAP INSTALLED AS SHOWN TO
A MINIMUM HEIGHT OF 991.0 FEET
COMPACTED SOIL FILL 8"
MIN. AT FACE OF WALL
#4 BARS 2'-6" LONG SPACED 16" OC
T-0" X 12" 350OPSI CONCRETE
FOOTING W112" DEEP X 12" WIDE
KEYWAY. REINFORCED W/444
BARS CONTINUOUS,10" APART,
AND 3" FROM BOTTOM OF FOOTING.
INSTALL VERTICAL #4 BARS 16"
LONG APPROXIMATELY CENTERED
IN KEY SPACED 16" OC..
'-8" MAX DSGN HEI
CA R 0///
SS/0
AL
4 r' .� V9
19856 g _
GINE��. 4 \\
FOR MASONRY WALLS
DESIGN INFORMATION (APPLIES TO ALL PAGES)
THE DESIGNS PRESENTED ON THIS DRAWING INCORPORATE THE FOLLOWING MINIMUM VALUES.
VERIFICATION OF THE DESIGN ELEMENTS SHOWN ON THESE PLANS DURING CONSTRUCTION IS
THE RESPONSIBILITY OF THE LOCAL AUTHORITY NOT THE DESIGN ENGINEER.
CONCRETE (WHEN APPLICABLE) IMPORTANCE FACTORS (WHEN APPLCBL)
MINIMUM 28 DAY COMPRESSIVE STRENGTH WIND 1.0
FOOTINGS & WALLS/SLABS 3500/3500 PSF SNOW 1.0
DENSITY 150 PCF SEISMIC 1.0
PERFORMING SLUMP 4 INCHES DESIGN LOADS (WHEN APPLICABLE)
SOIL (WHEN APPLICABLE) ROOF DL / SNOW 15/20 PSF
MINIMUM SOIL BEARING PRESSURE 2000 PSF FLOOR & DECKS DL I LL 10I40 PSF
MINIMUM SOIL INTERNAL FRICTION ANGLE 30DEG WIND 100MPH
COMPACTED BACKFILL DENSITY EXPOSURE CATEGORY C
SLIDING COEFFICIENT .35u SEISMIC DESIGN (WHEN APPLICABLE)
REINFORCING (WHEN APPLICABLE) SEISMIC USE GROUP 1
ALL REINFORCING STEEL IS TO BE ASTM A615 GRADE 60, SITE CLASSIFICATION D
FABRICATED AND PLACED IN ACCORDANCE WITH ACI318. SPECTRAL RESPONSE
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS. ACCELERATION SDS 39% g, SDI 21 % g
STRUCTURALSYSTEM MOMENTFRAME
SEISMIC BASE SHEAR Vx=1.lk, V}=t.lk
GENERAL NOTES: ANALYSIS PROCEDURE EQVLNT LTRL FRCE
1. GLOBAL STABILITY AND SEISMIC LOADING HAVE BEEN CONSIDERED IN THIS DESIGN.
2. HYDROSTATIC LOADING IS NOT CONSIDERED IN THIS ANALYSIS. SUFFICIENT DRAINAGE MUST BE
PROVIDED (PER PLAN DETAILS WHERE APPLICABLE) SUCH THAT HYDROSTATIC LOADING IS DISSIPATED.
THE TYPICAL WALL SECTIONS PRESENTED IN THESE DRAWINGS ARE INTENDED TO BE
USED TO CONSTRUCT A SEAWALL TO TAKE THE PLACE OF AN EXISTING DETERIORATING
STONE WALL. THE NEW WALL IS APPROXIMATELY THE SAME HEIGHT AS THE EXISTING
WALL AND SHALL BE LOCATED IN THE APPROXIMATE LOCATION OF THE OLD WALL.
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