20091108 Ver 1_Shoreline Stabilization_20091019

The following is an abbreviated application form for those applying for a 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 Application cannot be used
for wetland or stream impacts. Please provide five (5) copies of this application and supporting
information as well as a non-refundable application fee to the Division of Water Quality of $240.00
for impacts to lake bottom of less than 1 acre and $570.00 for impacts to lake bottom of greater or
equal to 1 acre.
Applications should be sent to:
Division of Water Quality 401 Oversight/Express Review Permitting
1650 Mail Service Center bull
Raleigh, NC 27699-1650
A 17, 0 C T 19 '2009
,_? Z_4?, I. Applicant Information ,
RMWA* WANG +
1. Owner/Applicant Information s AND s O
Name: _-?h ay n Fo l ?-
Mailing Address: CR 0. [L-K 1160
3 -7 -7 qy
Telephone Number: L? 2 3 (p 3 g -3 Fax Number:
E-mail Address:
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: y ?G? y1 I`l C?_ t _yC ' ff_ai1) /f?` y
Company Affiliation: r T7rc/p/T TAB ?/ / Y?f
Mailing Address: L U ??+C ?,,? L Z? 11 U
Telephone Number: B;d L' 2-8) Z SS 7 Fax Number: ` Ck J7 I
E-mail Address: ?? G9 S n P i Yl i 2 ?2 S' 7? CZ_ ??. (6t"
II. Project Information
Attach a vicinity map 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:
r Nearest Town: _ take e l t ke' 1, I?C.,
Subdivision name or site address (include phase/lot number): I LIq N f I_Q h Ot-) V P
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 use or condition of the site at the time of this application:
3. Property size (acres):
4. Nearest body of water (stream/river/sound/oceanAake): I(, e e Lt k,
5. Describe the purpose of the proposed work: 6,kb Yl e) W_ WrO K as been
at a? V ? 5 h V.? Ic-[Ljt r CC/
6. List the type of equipment to be used to construct the project: hard 4-L-6 ? S
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres: 60d <, pare &rt W? 1 t,P
pd!
8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the normal pool lake level d 50 feet land-ward in square feet or acres:
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): If C,L (? G} i(?tsS .
L? ?.e.. ?? !ham ? c
Applic Agent's Signature ate
;AgentksAignature is valid only if an authorization letter from the applicant is provided.)

Rutherford Co, NC
...5.. . ... -
1

4 ° eooe ..
i
Parcels
Tax PIN: 224758
GPIN:0652090563390000
Account No.: 2170501
Owners Name1: FOLK SHARON
Owners Name2:
Address1: PO BOX 1750
Address2:
City: GREENEVILLE
State: TN
Zip: 37744
Property Address: 144 NEIGHBORLY DR
AC_DEED: 0
CALCACRE: 0.65
No. of_Bldgs: 7
Deed Bk/Pg: 314/661
Deed Date:
Land Value: $700,000
Bldg. Value: $457,600
Defr. Value: $0
Total Value: $1,157,600
Sale Price: $0
Neighborhood Code: L30B
Neighborhood Desc.: RESIDENTIAL LAKE
Property Desc.: RES NEIGHBORLY DRIVE
Zoning:
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id 1 &x2=1050653.88&y2=6... 10/12/2009

Map/Blk/Lot: 502 1 17
Nbr Land Seg.: 1
Stamps:
Land Use:
Township Code: 02
Exempt_pro:
Exempt-amt: 0
Flood Plain:
St_n br: 144
St_dir:
St name: NEIGHBORLY
St_suffix: DR
Apt nbr:
Page 2 of 2
DISCLAIMER: The information contained on this page is NOT to be construed or used as a "legal
description". Map information is believed to be accurate but accuracy is not guaranteed.
http:/twww.webgis.net Anderson & Associates, Inc. http:Nwww.andassoc.com
http://arcims.webgis.net/nc/rutherford/printable.asp?process=id 1 &x2=1050653.88&y2=6... 10/12/2009
NORMAL WATER
SURFACE ELEV.
PLACE RIP RAP
ON 1:3 SLOPE
LAKE BED
IL %-MU YVALL
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-1 ? I=1 ? 1= ? I=1 I I=1 I I III=1 ? ?
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LEVEL BACK FILL
III=,PLACE CRUSHED STONE
DRAINAGE LAYER
FILL ALL CELLS
WITH CONCRETE
#7 BAR EVERY
OTHER CELL
i
O 4" DIA. PERFORATED
DRAIN PIPE
2" CLR.
?P) CAST IN PLACE
CONCRETE FOOTING
(CONTINUOUS)
3- #4 TOP ?J/ X-0" FOOTING
& BOTTOM
LAP 2'-0"
AS NECESSARY
WALL SECTION
NOT TO SCALE
#4 Q 12" SPA
TOP & BOTTOM
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0.
E:
if/, SE
or *k:ruin
O
DNE
NUItS:
FOOTING CONCRETE AND CONCRETE IN CMU CELLS SHALL HAVE
A MINIMUM OF 3000 PSI COMPRESSIVE STRENGTH.
ALL REINFORCING STEEL SHALL BE GRADE 60 REINFORCEMENT
(fy= 60,000 psi).
WALL AND FOOTING HAVE BEEN DESIGNED TO THE FOLLOWING
ASSUMED MINIMUM CRITERIA. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THESE VALUES BEFORE CONSTRUCTION:
• SOIL BEARING CAPACITY:2000 PSF
• BACKFILL ANGLE OF INTERNAL FRICTION: 30°
• BACKFILL UNIT WEIGHT: 120 PCF
* SITUATE #7 BAR SUCH THAT VERTICAL LEG IS 1'-9"AWAY FROM
FRONT (LAKE-SIDE) EDGE OF FOOTING. CONTRACTOR SHALL
ENSURE THAT THESE BARS ARE IN PLACE BEFORE FOOTING
CONCRETE IS POURED.
RESTORE LAKE BED PROFILE AND PLACE RIPRAP AS SHOWN
BEFORE BACKFILLING ON "DRY"SIDE OF WALL.
#7 BAR EVERY
OTHER CELL
FILL ALL CELLS
------------------ ------------------------ -------
WITH CONCRETE +?
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71
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FILL FACE
PLAN
NOT TO SCALE
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BLOCK WALL
SHARON FOLK
RETAINING WALL
WALL DETAILS
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06N. BY: A /kAP DATE: 9-21-2009
CKD. BY: NLN DATE: 9-2;-2009
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POBoz N WAIN 3914-IN Phw 413-638-6811