20091195 Ver 1_Application_20091109

1
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
Raleigh, NC 27699-1650
1. Applicant Information
1. Owner/Applicant Information
Name: TK'a M-A- S G - d- V- 4JL£.n/ /+ .
09-1195
$PAID
C©LLIrVS
Mailing Address: a0 6 y!} Gy(j ( S L!--n/ D Da-1 V r,-
jk' 4-1+14- rL I \/ A-6 - N C- 28 7 y .o
Telephone Number: ?90 2-r3 06'C? Fax Number: 7 0 V 5-88 SS9 8 8
E-mail Address: / C o L L t N S Q K v E S K 1_r2! eVC. Cool
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:
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
II. Project Information
Fax Number:
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.
PGRU\Ng
9 2009
DENR - WATER QUALITY
-- WETLANDS AND STORUWATM U u
1. Location
County: Au 1 N r&l` d 1 17 Nearest Town: A k(' 4V/L.i= , N C
Subdivision name or site address (include phase/lot number): 2 o ( n Y4C•N T- 15 L rV I) DOV'11-
Directions to site please include road numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included): V S ( `/ l 7 4 S7' o r ZA WL )_ ygiz To wN /Vv al bl
O,^/ CH?2Ld'; rFz D2tVJz C.N( MILIL CQOSS 81ZiDG0- D";,0 Y-++CAf
l5L_r4ry)3 SrzCOry7 1-Ion oto LsTi CF4G,^1G WS-5,r)
2. Describe the existing land use or condition of the site at the time of this application:
3. Property size (acres): d . 17 ?icArL
4. Nearest body of water (stream/river/sound/ocean/lake): 4 1;KKE ,Ly2E
5. Describe the purpose of the proposed work: FL-ouDeD SOIL 4AX4
136: 1/Ni) ScAw,4u_ /fNa Cq-vfrz.,:) A 22.Foy i S&CVioeV To F,4uL W-1-10
/_49e L.v 2iz . N ALL WA-.r L,r t %Ygo } OLS OLD . W40-1^ j 0 1ZI5 - CONS; r2vG-r-
6. List the type*of equipment to be used to construct the project: Ml+Nl*0141V 2 4- Cog; Fa on?1
A 43A-966.
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres:
2-2 F-- wiDe x_ 3 F= evil wq%xA. ; G 6 I=r 2
8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the normal pool lake level and 50 feet land-ward in square feet or acres:
2 L j= T- w 0 a- x Y RT' o P H IL4-r ( DC = 8$ FT. 2-
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be impacted
(number of trees for instance): 414,vP Fog So F T 1rvv144_,) Aum L4K,f F_vc c
/ S COVF, a%r 13?' ErVV 4SK /Vy . V4&7 4L1TLr- IA1,04ci oN V116r-rr+vvrV
Ho in-Ckf /M /'/-C-; rz t)

y"Vv,09
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
.;K-, 2_1+ icf .LvA4L w?LL 6C
Wart)e wIw 13X_ CoO-Dvc7-T0
A.' q F,- AUM DOEC It Z,o d 9 -P-M4&Cr/ Zo Iv
/?-1' Sao g N A- S' 4°i x0 v iJ d LAIC' /1'

SEAWALL
REPAIR
2' deep NC-DOT Class 2 Rip Rap
underlain by Type 2 Fabric
full width & 10' out
?L
22.0
'x x x
SEE SHTs: 2 - 4 for
LAKE LURE Details on CONSTRUCTION
CONTRACTOR to OBTAIN
ALL PERMITS
REPAIR WHEN LAKE LURE
BOAT 7above WATER LEVELS ARE DEPRESSED
wood decock
SIL T FENCE &/or
TURBIDITY CURTAIN
{ during WORK 94.50
P NC-DOT 1605
HA-1
REPAIR WALL
See Shts. 2-4 ?- HA- 5
HA-4 5j
PERM. STABILIZE
Existing Stone Wall
W/ SHOTCRETE FACING
ON and SOIL NAILS thru
EXCAVATION BACKSLOPE
CONTRACTOR DESIGN
MEANS & METHODS.
LEGEND
A-3

4111
00,
0
N
Conventional
STONE Retain.
Walls
CONCRETE
FOUNDATION
or RET. Walls
HAND AUGER
HA-2 LOICATIONS
HOME
+,
HA-2
=A1
GARAGE
w/ Parking
Deck
73.82'
YACHT ISLAND DR.
\ H CQRpl?y.,, /
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SEWER & WATER
PIPES over Here
check for Utilities
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16229
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7*6 DEED\h10RTH
20 0 10 20
GRAPHIC SCALE
1 inch = 20 ft.
IRef. Dwg: Survey for Lorne F. Hall Survey for Lorne F. Hall by Hampton,
- 13-Sept-95
CIP CONCRETE RETAINING WALL
CONSTRUCTION NOTES:

,•? ??H CQROl
1. ALL WORK OUTLINED ON THESE RETAINING WALL (RW) \ ,
PLANS, SHALL BE DONE FOR THE AGREED UPON LUMP SUM. EARTH
2. UNLESS SPECIFICALLY SPECIFIED BY THESE RW PLANS ALL n IMPROVEMENT

WORK AND CONTRACT REQUIREMENTS SHOWN ON THE - ^? TECHNOLOGIES, o

DRAWINGS SHALL BE GIVERNED BY NC-DOT STD. SPECS. _ INC.
C-839 Q
NO
3. EXCAVATION TO BE DONE ACCORDING TO PERMIT. STABILITY .
OF TEMPORARY EXCAVATION SLOPE SHALL COMPLY WITH ?''?91F OF
OSHA STANDARDS AND IS RESPONSIBILITY OF EXCAVATION
CONTRACTOR. ADEQUATE SAFETY BARRIERS AND SIGNAGE
SHALL BE PROVIDED AT TOP OF SLOPE. INSTALLATION AND
MAINTENANCE OF EROSION CONTROL MEASURES SHALL
BE THE RESPONSIBILITY OF EXCAVATION CONTRACTOR.
THE WALL EXCAVATION SHALL BE PROTECTED FROM SURFACE
WATER RUNOFF DURING THIS WORK, BY EXCAVATION CONTRACTOR.
4. FINAL EXCAVATION FOR FOOTING/BASE OF WALL, AND
CORRECT LOCATION IS RESPONSIBILITY OF WALL CONTRACTOR. `````` %1111CI11/j/ ,'''
5. CONTRACTORS RESPONSIBLE FOR LOCATING AND PROTECTING ?•..•••.. pi
EXISTING UTILITIES. UTILITIES DAMAGED BY THE CONTRACTORS -FESgj? •, x1
WORK SHALL BE REPAIRED AT NO COST TO OWNER. 6. FOOTING / BASE OF WALL MUST BE FOUNDED IN -'w SEAL N _-
NATIVE ORIGINAL RESIDUAL SILTY OR SANDY SOILS. 16229
=
FOUNDATION SOILS SHALL BE APPROVED BY OWNERS GEOTECHNICAL ENGINEER PRIOR TO PLACING CONCRETE.
?i???i•• ?? > 2,500
PSF BEARING FOUNDATION
L
PRESSOURE SH POOR ESOILS NOT MEE TNG LLOWTHISABLE
CRITERIA SHALL BE REMOVED AND REPLACED WITH SOIL II 111
APPROVED BY THE OWNER'S GEOTECHNICAL ENGINEER
POSSESING A MINIMUM FRICTION ANGLE OF 32 DEGREES
WHEN COMPACTED TO 95% STANDARD PROCTOR (ASTM D-698).
COMPENSATION FOR EXCAVATION & REPLACEMENT OF POOR
FOUNDATION SOILS WILL BE NEGOTIATED AS AN EXTRA. DEED NORTH
7. THERE SHALL BE A MINIMUM OF TWO CONCRETE POURS.
AT LEAST ONE EACH FOR THE FOOTING/BASE AND STEM.
8. CONTRACTOR MAY ELECT TO USE A CONSTANT FOOTING / 20 0 10 20
BASE ELEVATION ALONG THE ENTIRE REPAIR WALL LENGTH. GRAPHIC SCALE
9. WALL CONTRACTOR TO BACKFILL CONCRETE FOOTING/BASE 1 inch = 20 ft.
USING NATIVE SOIL HAND COMPACTED TO 95% STD. PROCTOR.
10. TW = TOP OF WALL. FGBW = FINISH GRADE BOTTOM OF WALL
TF = TOP OF FOOTING/BASE BF = BOTTOM OF FOOTING/BASE
11. STEM LOCATION DIMENSIONS FROM SOUTHWEST PROPERTY CORNER.
CONTRACTOR TO MATCH TOP ELEVATION AND HORIZONTAL ALIGNMENT
OF REPAIRED WALL TO EXISTING SEWALL THAT REMAINS ON EITHER SIDE.
12. CONTRACTOR TO SUPPLY SEPARATE PRICING TO FACE CIP CONCRETE
WALL FACE WITH STONE TO MATCH EXISTING SEAWALL.
1" = 20 du for 8.5"xi I"
SEE also SHTs: 1 & 3 & 4
FRONT, LAKE SIDE SOIL SIDE -
COLLINS Property
TW =
1.7' 1.' 4.0
TOP OF WALL
STONE VENEER attached to
CIP CONC. ALL (optional
#4 BARs 12" OC
Lake Level BOTH WAYS
Normal #4 BARs 9" OC
BOTH WAYS
mar
BOTH WAYS
# S C
#4 BARs 9" OC
BOTH WAYS
1.5"x3.5" Formed
KEYWAY at
COLD JOINT
#4 BARs 9" OC
BOTH WAYS
CONTRACTOR
TO STABILIZE
EXCAVATION
6.5'
- TF
1.5'
BF
4 BARs 12" OC
BOTH WAYS
TYPICAL WALL SECTION
TF =TOP OF FOOTING/BASE
n BF = BOTTOM OF FOOTING/BASE

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SEE also SHTs: 1 & 2 & 3
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Plot: 1" = 20 du for 8.5"x11" 0
Pro!. No.: C09015 ? - w RA By.
JAM
SEAWALL
?( DESIGN By. JAM/MRS
121 Lazenby Dr. (803) C?oftResidence 206 YSdrt WwW Dr. Lake UM NC APPROVED BY: MRS
P.O. Box 1346 548-8690 OWNER Tom & KN)M COEM Int. DATE: 2-NOV-09
Fort M'.II, SC Fox: cafftat [phone] QAE [phone] lost REV: 34NOV-09
29716 548-8679 COMAM WALL QECS & MTAL$
?I SHr. #: 4
EARTN ItrIPROVEIIENT TECHNOLOGIES
. plat represents a survey of tho PProperty standing in the
name of KENNETH A. KNOX and wits, , PAMELA A. KNOX.
Reference deed book 500, page 40.
This property does not Ile -within a • special flood hazard zone.
Error •of closure doos not exceed 1 In-10,000%
Ile$ to building foundation corners Oro porpendlouiar to
property lines.
Reference : Plot Book 5, Page 92.
Thla property Is zoned R-1 by the Town of Lake Lure.
The Town of Lake Lure granted Ple olot Inc. a 10'
bullding setback voronce Nov It. 1198 and additional
variance for decks Feb. 10, 1987.
LEGEND LEGEND
IPF Iron pipe found DO. .,
IRF - Iron rod found PB. ..
PKNir - PK Nall Found pQ, ..
w Oaloulated property comer Av. .?
not found or staked In field IRS
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Date 1?

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ALA ;
c 144-4 G J- 9AA1 M
C' I- NS
TOWN OF LAKE LURE, CHIMNEY ROCK TOWNSHIP, RUTHERFORD OUNIY. NORT
H CAROLINA
. HAMPTON, HINTZ & ASSOCIA•T' $ .....
LAND SURVEYORS +:
ASHEVILLE AIRPORT ROAM, FLETCHtR N
30 0
3o 60 90 0, 150
S*010: 1" 30 Job No. 95070 Qate: Se
p:rber'.13, 1 X95

?.R K? Lu R{•
?.:.. YICIjVItY
Doed Book.
Plot Book
Page
Aerie
Iron rod aet •.1
•/

1