20110158 Ver 1_Shoreline Stabilization_20110215

FRED- BAIRD BLACKLEY, ASLA
LANDSCAPE ARCHITECT
504 SOUTH DEKALB STREET
SHELBY, NORTH CAROLINA 28150
[phone]
Transmittal
~5 ~ ~~~~I ~~~-- _~ Project:
~G ~~~`~" ~~~~ Project No:
- Date: l/~~~~ ~
Copies Item -~ Description

V'~YY` '

For: APPROVAL ~ INFORMATION RECORD REQUEST REVIEW ~ COMMENT USE`S
Remarks:
Copy To: _, gy:
I~
C
Via: US FUIL(v AIRBORNE__ PICK UP UPS FAX HAND DELIVER OTHER

The following is an abbreviated application form for those applying fora 401 Water
Quality Certification to impact FERC (Federal Energy Regulatory Commission)
regulated lake shore or bottom under the U.S. Army Corps of Engineers Permit
GP30. This App ' tion cannot be used for wetland or stream impacts. Please
provide seven ( ies of this application and supporting information as well as a
non-refundable application fee to the Division of Water Quahty of $~A8:6U for `~'Z-`r ~
impacts of to lake bottom of less than 1 acre and $475.00 for impacts to lake bottom -~
of greater or equal to 1 acre. Nc n ~N ~
2~1101~=
Applications should be sent to:
Division of Water Quality Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
I. Applicant Information
1. Owner/Applica t Information ,
Name: ~v~a c~
Mailing Address:
~.~ ~ n
_ U
~' OFF"5'011
,`
we ~"d $ wa a,~ ~,
"'°"°Wa &anch
Telephone Number: '~0~ ~l_?-Z~ Fax Number:
E-mail Address: t u.~ C~ c1 + U z-~' 5 i ~i t~ ~"~-1f•.~' i ~ e r~l a.C.I~t .-
2
Agent Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: ~ . n - _--- -- - -
Company Affiliation:
Mailing Address: i
Telephone Number:
E-mail Address:
Fax Number:
II. Project Information
Attach a vicinity ma clearly showing the location of the property with respect to
local landmarks such as towns, rivers, and roads. Also provide a detailed site
plan showing property boundaries and development plans in relation to
surrounding properties. You may use the diagram below to make a hand sketch of

your project. Also, see the example below for guidance. Both the vicinity map and
site plan must include a scale and north arrow. The footprints of all buildings,
impervious surfaces, or other facilities must be included.
Location ((~~~ '
County: yl.~~ Nearest Town: ~ i ~'~~
Subdivision name or s'te~ address (include phase/lot number): ~ n
Directions to site please include road numbers, landmarks, etc. (This is not
necessary if an adequate vicinity map is included):
2. Describe the existing land
application: ~~c ~~'v~
3.
4.
5. D
6. L
7.
or condition of the site, at the time of this
8. a. Amount of impact (including
retaining walls, etc.) above the n
square feet or acres: '
all clearing, back fill, excavation, rip rap,
mal pool lak level and 50 feet land-ward i
b. Please describe vegetation above the normal pool lake level and 50 feet lan
ward to be impacted (number of trees for instance):
~,,.,~c~
2-i~-1
Applicant/A uP t'~ .~.~re V Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Property size (acres): ~ ~/~ `C ~ ~
Nearest body of water (stream/river/sound/ocean/lake : ~L~121~-
Amount of impact (including all excavation, backfill, rip rap, retaining walls,
etc.) be_ low the normal pool lake level in square feet or acres: ~ ,.1~ x ~ ~- ~~ ~
~ ~ t3c~ cr __

~~k~ ~F~tll F~~ar~~
Full ~~nd
h~~~~~~n
<~5~~-
Pl~~~e r~~ima~t~~ ~1~~h ~h+~ f+~ii~v~rir~g ~nfarmati~n ~~ t~i~ Ala
(~te~~e provide ct~~n~i~ns fir each it~rn, ~~~~ as 1iy ft. x '~~~ f~~
/V`~-`1~ ~It proposetf w~g~t~tir~rr ele~rin~ ~pro~ide dirnerrs~ans~
,' ~ ~~~c~ti~rr ~f ri.~r fill tea ~~e ~I~d ~at~~+~e the f=ait Pared ~~~~~#i~t
~'~~ t~~~tiat~ af_ i~r~r fill #+~ ~ p~lecJ heiow the t=u,ii: P~,nti el~e~r~rti~n
.,/ ~~ The fa~atiarr of ~ pr~p~~~d ~tr~~#t~~es ~~t~h ~~ huldi~gs, r~~~inin
taratlst dac~sr etc.
~~ ~'l~e ive~t +~ ~ ref ~ e~~av~ti~n +~r ~~dgin~ belay #~e Mutt F~e~r~rl
elev~,tian.
;/'6~ t.a~atiart cif nrt~fr+~~t[~rn ~~~e~~ ~r~dat~~.

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PROP05ED DOCK
CONTRACTOR, CONFIRM EXACT LOCATION AND ANGLE IN THE FIELD WITH OWNER
REGRADE EXITING ERODED SLOPE TO CREATE 3sl MOWABLE SLOPE.
704,484.1731
5D4 SOUTH DEKALB STREET
SHELBY, NORTH CAROLINA 25150
SURVEY BY
BANKhEAD SURVEYING . PA
1203 EAST MARION 5T, SUITE 1
704.481.1040
5NELBY, N.G. 28150
G{T:` O I;?;I t >°iv:'I..i'i" -:i;> SOW TO ELEVATION 733.0
FIRM LICENSE NUMBER=
G-0972
M055 LAKE RIPRAP BETWEEN EL 733.0 AND 73q.0
PER CITY OF KINGS MOUNTAIN — NOT SHOWN TO 50ALE
INSTALL SILT FENCE DURING CONSTRUCTION
AND MAINTAIN UNTIL SITE 15 5TA131LIZED AND APPROVED
k
5' DEEP+. 0
PRECAST CONCRETE STEPS (4 R15EP,5) FOR AGGE55 FOR PERIODIC SHORELINE CLEANUP AND MAINTENANCE
R£BAR; EL= 740.53"
Z
0
TIE IN TO NEIGHBOR'5 SHORELINE PROTECTION
�-
,.
SITE
a
PLACE LANDSCAPE PERMIT PLACARD FROM CITY OF KINGS MOUNTAIN ON POST'o r`r '' ,J
1� z
REBAR SET
APPROXIMATE CENTER OF LOT 1 :'; / ^ - Ji' ,' :' I\° £!m 742.x1'
\jJf41a.
O
... : �
CONSTRUCTION ACC 5
2 :;;.:
TIE IN TO NEIGHBOR'S 5HORELINE PROTECTION , '' t' LOT 15 OPEN FIELD
�,;
f '
ZEB GUNS RD
WATER LINE
fUU_ POND ELi^V= 733.00' i REBAR SET; Elss 745.88'
i� kx 1't' ,4
GTY Of YbYGS MOUNT
VICINITY
5 K E T G H
WAT£R PROZ.CTION LIN£ --y\
11
5CALE° 1`=40 —0"
51TE DATA
I 1 REBARc ELn 742.GO' y
REBAR
t`
1
00'
P� ti
- CONTOUR LINES SHOWN hEREON ARE AT 1.0' INTERVAL5
- PROPERTY ZONED = RR
- JUR15DIGTIONAL LIMITS = CLEVELAND COUNTY
- WATERSHED ZONE = W5111 -CA
LEGEND
o EX15TING IRON
f?P' taca: r`
o IRON Pr -BAR SET
0 MAG NAIL
FIRE HYDRANT \ /
_....._... .._._.. SUBJECT PROPERTY LINE /
— — ROAD RIGHT OF WAY LINE
— — — — — LINE PLOTTED PER DEED \
M HYDRANT
CUNLESS SHOWN Wrrh BEARING AND DISTANCE)
114 R05EBANK DRIVE
KINGS MOUN7AIN, NG
THI5 DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY. A5LA
AND IS NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY
OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST.
02/10/11 I :}a ..: I' .::> .`'?`'t , SHEET 1 C 3

P05T TO SUPPORT ROOF ABOVE
DECKING C5/4xG OR 2x6 OR 'TREX')
4x10 BEAM (2 - 2x10's WITH BLOCKING)
ATTACH MEMBERS TO P05T WITH 3 - 3/8' LAG BOLT5
2xa J015T CIG" OG MAX.) 12' FOR 'TREX'
ALT. - 2x10
2x2 LEDGER - ALT.- J015T HANGER
GxG POST
ALL WOOD PRESSURE TREATED SOUTHERN YELLOW PINE
ALL FASTENERS HOT DIPPED GALVANIZED
SECTION
G I C. a J015T BEAM r=�eI-r C UPP R TING 800 9)
NT5
SECTION
rxCMNG J015T BEAM P05T
NITS
3 LAKE BOTT
GxG P05T
SHARPEN E1
DRIVE INTO
SECTION
P -T
NT5
SCALE: A5 NOTED
DECKING C5/4x6 OR 2xG OR 'TP.EX')
4x10 BEAM CZ - 2XIO's WITH BLOCKING)
ATTACH MEMBERS TO P05T WITH 3 - 3/8' LAG 5OLT5
2x8 J015T CIG. OG MAX.) 12' FOR 'TREX'
ALT_ - 240
2x2 LEDGER - ALT.- JOIST HANGER
GxG POST
ALL 'HOOD PRESSURE TREATED SOUTHERN YELLOW PINE
ALL FASTENERS HOT DIPPED GALVANIZED
ALL POSTS PRESSURE- TREATED CGROUND CONTACT) SOUTHERN YELLOW PINE
GxG P05T
o
POST TO SUPPORT ROOF ABOVE
DECKING C5/4xG OR 2x6 OR *TREX')
2x8 JOIST CIG` OG MAX.) 12' FOR 'TREX'
ALT. - 2x10
4x10 BEAM C2 - 2x10's WITH BLOCKING)
ATTACH MEMBERS TO P05T WITH 3 - 3/5' LAG 5OLT5
GxG POST
ALL WOOD PRE55URE TREATED SOUTHERN YELLOW PINE OR APPROVED TROPICAL HARDWOOD
ALL FASTENERS HOT DIPPED GALVANIZED
SECTION
:5��I)EqKING J015T BEAM P05T CSUPPORING R0,0g1f
NTS
DECKING C5/4xG OR 2xG OR
2x8 J015T - TO REST ON BEAM C16' OG MAX. 12' FOR 'TP.EX'
ALT, - 2x10
4xIO BEAII CZ - 2x10'5 WITH BLOCKING)
": ATTACH MEMBERS TO P05T `rIITH 3 - 3/8' LAG BOLTS
if
GxG POST
ALL WOOD PRE55URE TREATED SOUTHERN YELLOW PINE OR APPROVED TROPICAL HARDWOOD
ALL FASTENERS HOT DIPPED GALVANIZED
I
SECTION
B" DECKING J0I T BEAM P05T
NT5
GxG P05T
CONCRETE FOOTING
+DEPTH=5
ROOF OVERT FANG C12')
DOCK PLAN
ROOF OVERHANG C12`)
ROOF FLAN
DECORATIVI
SIDING TBD
2x6 FACIA
2x10 PERIM
GxG POST
13'-4' >�
NORTH -ELEVATION
FRED B. BLACKLE Y. ASL
LANDSCAPE ARCHITECT
704,434.1731
504 5OUTH DEKALB 5TREET
5HELBY. NORTH GAROLINA 28,150
PROPOSED RIPRAP
FROM EL 733.0 TO 7_2Sq"O
ADJUSTMENTS MAY BE ALLOWED BASED ON SHORELINE PROFILE
GxG POST
2x1O PERIMETER BAND
4x10 BEAM
2x8 JOIST �, 1G" OG — 12' OG FOR TREK`
DECKING (5/4xG OR 2;,G ... OR 'TREK' — REQUIRING 12` J015T SPACING)
PROPOSED RIPRAP
ROOF: 4=12 PTCH OR MATCH FUTURE MOUSE
PLYWOOD SHEETING. jr�:.G FELT
FIBERGLASS SHINGLES. RIDGE VENT
PLYWOOD CEILING, OPTIDNAL PULL—DOWN STAIR
4x10 BEAM
NOTCH P05T
SECURE WITH 3 — 3/8' LAG BOLTS
2x8 MEMBER
2x8 MEMBER
1xG FAGIA
2xG RAFTER C1G' OG)
2x8 GF:'ILING J015T5 BELOW
GxG POST SUPPORTING ROOF
'ETING. #1G FELT
HINGLES, RIDGE VENT
.ING, OPTIONAL PULL—DOWN STAIR
NMI*
RIPRAP PER DETAIL
AND REQUIREMENTS
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114 ROSE6ANK DRIVE
KINGS MOUNTAIN, N G
THIS DRAWING 15 THE PROPERTY OF FRED B. BLAGKLEY, A5LA
AND 15 NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY
OTHER PROJECT AND 15 TO BE RETURNED UPON REQUEST.
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SCALE: NA
ELEVATION
5ILT FENCE
NT5
NOTES.
DRAINAGE AREA FLOWING TO ANY POINT ON SILT FENCE SHALL NOT EXCEED ONE ACRE
TO INCREASE 5TORAGE, CONSTRUCT SEDIMENT PIT OR TRAP ABOVE SILT FENCE.
.ACK ULTRAVIOLET RE515TANT
RIFI IOOX FABRIC OR EQUAL
1/2'x 1 1/2' OAK POST (54'
8'-0' O.C. MAX.
AX. SEDIMENT 5TORAGE LEVEL
I/3) OF HEIGHT
SECTION
THI5 DETAL 15 APPLICABLE ON 5HORELINE WITH SLIGHTLY ERODED PROFILE
i!NOR REGRADING Of SLOPES 15 ALLOWABLE TO ACHIEVE STABLE CONDITION
INSTALL AND MAINTAIN SILT FENCE AND OTHER MEASURES FOR DURATION OF PROJECT
SECTION
IPAP
NT5
HAND -PLACED CLA55 'B' RIPRAP
ON MIRAFI 10OX FABRIC OR EQUAL
TOP ELEVATION •- 73q.0
PER CITY OF ICINGS MOUNTAIN REQUIREMENT5
- m FULL POND CEL.73C.0) m
TOE ELEVATION - 733.0
PER CITY Of KINGS MOUNTAIN REQUREMENT5
'NOTCH IN' AT TOE TO HOLD STONE IN PLACE
INSTALL AND MAINTAIN SILT FENCE AND OTHER MEASURES FOR DURATION OF PROJECT
MULCH SLOPE
DO NOT ALTER 5LOPf
EXISTING 501L
BURY FABRIC 8' DEEP
MiRAFI 100X FABRIC CWRAP 5TONE3
'BURY' FIRST COURSE
SECTION
I me
N1'9
EXCAVATE
ALL WP I L DrrU AKtAt)
3 SHORELINE PROFILE
)R 2x12 CAP
CTURE VARIES WITH 51TE CONDITION5
ACE G' OC
BACKFLL C78 -M OR EQUAL)
IN MtFJF1 10OX FABRIC OF, EQUAL
MEMBER
EHIND POSTS
G5 OR SPIKES
FULL POND - EL 736.0 -.___..
OUR5E OF 1--2' WASHED STONE
E IN MIRIFI 100X FABRIC OR EQUAL
:AP AT TOE
MIN. INTO LAKEBED
CAP UNIT - ADHERE TO TOP UNIT
MODULAR CONCRETE FACING UNITS
WASHED STONE DRAINAGE FILL - C75 -M OR EQUAL)
12' WIDE (MINIMUM)
CLA55 'B' RIPRAf AT TOE OF WALL - COVER. FOOTING
*5 STONE LEVELING PAD (FOOTING)
12' THICK, COMPACTED
STABLE 5UBGRADE
NOTEI INSTALL WALL. PER MANUFACTURER'5 5PECIFICATION5
THI5 DETAIL 15 APPLICABLE ON SHORELINE WITH 5LIC4-tTLY ERODED PROFILE
MINOR REGRADING OF SLOPES 15 ALLOWA13LC TO ACHIEVE STABLE CONDITION
INSTALL AND MAINTAIN SILT FENCE AND OTHER MEASURES FOR DURATION OF PROJECT
SLIGHTLY ERODED SHORELINE
D2 qLB/FT3 COIR LOG - 12" OR 1G'
WITH MACHINE DOUBLE TWISTED COIR NET EXTERIOR
AVAILABLE FROM CFP. INC. - 704.553.0500
2'x2°x20' WOOD ANCHOR STAKE © 48' OC
FULL POND CEL.73G.0) -
EXCAVATE LAKE BOTTOM TO RECEIVE MEASURE
�"RED B. BLACKLEY,, ASL
LAND G ,ITT
7D4.454.1731
504 SOUTH DEKALB STREET
5HEL13Y. NORTH GAROLINA 28150
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y 4
BILK11101,11
0813089110
G. cD13 L P Rk"D P DR< T1P
114 1205EBANK LANE
KINGS MOUNTAIN, N G
THIS DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY, A51LA
AND la NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY
OTHER PROJECT AND 15 TO 6E RETURNED UPON REQUEST.
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02/10/11.g:
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Sf T 3 OF 3
ALL WP I L DrrU AKtAt)
3 SHORELINE PROFILE
)R 2x12 CAP
CTURE VARIES WITH 51TE CONDITION5
ACE G' OC
BACKFLL C78 -M OR EQUAL)
IN MtFJF1 10OX FABRIC OF, EQUAL
MEMBER
EHIND POSTS
G5 OR SPIKES
FULL POND - EL 736.0 -.___..
OUR5E OF 1--2' WASHED STONE
E IN MIRIFI 100X FABRIC OR EQUAL
:AP AT TOE
MIN. INTO LAKEBED
CAP UNIT - ADHERE TO TOP UNIT
MODULAR CONCRETE FACING UNITS
WASHED STONE DRAINAGE FILL - C75 -M OR EQUAL)
12' WIDE (MINIMUM)
CLA55 'B' RIPRAf AT TOE OF WALL - COVER. FOOTING
*5 STONE LEVELING PAD (FOOTING)
12' THICK, COMPACTED
STABLE 5UBGRADE
NOTEI INSTALL WALL. PER MANUFACTURER'5 5PECIFICATION5
THI5 DETAIL 15 APPLICABLE ON SHORELINE WITH 5LIC4-tTLY ERODED PROFILE
MINOR REGRADING OF SLOPES 15 ALLOWA13LC TO ACHIEVE STABLE CONDITION
INSTALL AND MAINTAIN SILT FENCE AND OTHER MEASURES FOR DURATION OF PROJECT
SLIGHTLY ERODED SHORELINE
D2 qLB/FT3 COIR LOG - 12" OR 1G'
WITH MACHINE DOUBLE TWISTED COIR NET EXTERIOR
AVAILABLE FROM CFP. INC. - 704.553.0500
2'x2°x20' WOOD ANCHOR STAKE © 48' OC
FULL POND CEL.73G.0) -
EXCAVATE LAKE BOTTOM TO RECEIVE MEASURE
�"RED B. BLACKLEY,, ASL
LAND G ,ITT
7D4.454.1731
504 SOUTH DEKALB STREET
5HEL13Y. NORTH GAROLINA 28150
®, oma�oa
�ad.00°.�csDs
y 4
BILK11101,11
0813089110
G. cD13 L P Rk"D P DR< T1P
114 1205EBANK LANE
KINGS MOUNTAIN, N G
THIS DRAWING 15 THE PROPERTY OF FRED B. BLACKLEY, A51LA
AND la NOT TO BE REPRODUCED OR COPIED IN WHOLE OR
IN PART WITHOUT PERMISSION. IT 15 NOT TO BE USED ON ANY
OTHER PROJECT AND 15 TO 6E RETURNED UPON REQUEST.
Sw`. '. �.?
xt, �.- ~.� . (. ... `( I..I �... L... l� t`.✓� w..•� L.�%'....�.�
f•� H ..t,.l �k7 v
02/10/11.g:
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