20120959 Ver 1_Shoreline Stabilization_20121016

2-01 2095 9
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 seven (7) 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 of 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 1
Raleigh, NC 27699 -1650 ►a�
I. Applicant Information
1. Owner /Applicant Information
Name:
Mailin€
Telephone Number. '& (7:5 17 oZc7 Fax Number: t 7-a 505 S Z 11
E -mail Address: 5&h 1115& D Gt WIat GUYi
T-
2. Agent Information (A signed and dated copy of the Agent Authorizatio tier must be attached
if the Agent has signatory authority for the owner /applicant.) p Zk
Name:
Company Affiliation: OCT 1 5
Mailing Address:
Telephone Number. Fax Number. ''
E -mail Address:
H. 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.

1. Loccatio,}n�
County: a �� Iil f VIO V A Nearest Town:
Subdivision name or site address (include phase/lot number):
I k Le., __ I o I/ Q,
Directions to site please include road numbers, landmarks, etc. (This is not necessary if an adequate
vicinity map is included): /0-3 w) v ! / a ke, `V 1l-e,
2. Describe the existing land use or condition of the site at the time of this application:
3. Property size (acres): / , FO .A ✓-P, S
4. Nearest body of water (stream/river /sound/ocean/lake): /f� O t/ -
5. Describe the purpose of the proposed work: 1�2 A I t/ v► a .. ih `/
/)Ll /niA n A-- ).'�n l� ,. m ,, i �l ,. � 1. _ _/ _ 1/i 4X_ 'l� do
� /
6. List a type of equipment to be used too $tract tt}e project: ` /
7. Amount of impact (including all excavation bacllfil'�, rip rap, fet!aini g walls, a c.�below t e
normal pool lake level in square feet or acres: j
8.a. Amount of impact (including all clearing, back fill, excavation, rip rap, retaining walls, etc.)
above the normal 1 lake level and 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): //yt e--
? -z a z
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)

103 Lakeview road permit
The purpose of this permit request is to replace a foundation wall of the home
located at 103 Lakeview Road. The current foundation wall has failed leaving the
concrete pad unsupported. The wall is located lakeside and behind the boathouse
wall and will require a pour into the lake area inside the boathouse.. The proposed
repair plan was engineered by Kim Warner and a sealed plan is attached for your
review.
I have included photos of the site see page a.
To facilitate the pouring of a new wall via engineered plan a series of sand bags will
be placed in the lake in the work area and all lake water will pumped out so no
concrete can enter the lake. The pump will be on site at all times and no debris will
be allowed to remain in the lake after the wall is poured. The site of the pour is fairly
shallow 2 -21/2 feet and there are stairs directly to the site so no vegetation or trees
will be affected in any way.

L %
At

t
b%
a

LAKESIDE ELEVATION (EXISTING)
SCALE - 3/8"=V-0"
\A CAR CA RC)
/i
AL K�
19856
® GI
; #, 9
\}�fl
K
)§2!>
!2( §§
\} |!t
}!§|2
\)4 /
%ffl%6
!)| §!§
]( §) ||
J/G
\g);&
MW 2
\
Lu
/
±\(
/ \/
<±/
zW=
| \�|
} �
}_k
\
uj ? \
/C/) \
/R/
J /

SLOPED DECK
RECOMMENDED SUPPORT:
4X4 POSTS SPACED 60C
SUPPORTING DOUBLED 2X12
GIRDER. PROVIDE
CROSSBRACING AND
STIFFENERS AS REQUIRED.
VIEW A
FASTENERS REQUIRED
TO SECURE FORM TO
FOUNDATION NOT
SHOWN. GALVANIZED
THREADED RODS MAY
BE SUBSTITUTED FOR
#4 PINS WHERE
NECESSARY TO
SUPPORT FORMS.
SEE NOTE #7
LAKE LURE ELEV 990'
LAKE BOTTOM
3 11
_... I
.a
.i r
n...' z
;a.
i �a.`tIIF
EXISTING
kill FOOTING
LAKESIDE ELEVATION (PROPOSED)
SCALE - 3/8 " =1' -0"
\A CARO
o,,.�F ssio�,,�
4 AL r' �2
19856
&I I I I 110 \\\\
#4 REBAR PINS ON AN 18" GRID
EXPDXIED INTO FOUNDATION
WITH HILTI HY -150 EPDXY,
OR EQUAL
#4 VERTICAL REBAR
SPACED 18" OC
94 HORIZONTAL REBAR
SPACED 12" OC
50K HELICAL
CONSTRUCTION PIER
BOTTOM OF CONCRETE
(EL 989.5')
y -
'6 H
IN
iNw'V
d,
m �o�
� ES
Z 3 g
Z 25
wZo
p O -
U) Q
U-1 > u
w N
w
w CV
m
m
N
� U
O z
z LLi
d Q
SOY LLJ
z = �
o<
°z :lD W
co >
O w
L
0

J
a
z
O
z
CARO0 ///
AL r=
198568
wa. W
1
24' -0"
NOMINAL +/ -1'
IT
LAKE LURE ELEV 990'
T
li-
-
I
I
I LAKE BOTTOM
BOTTOM OF CONCRETE
3' -0"
4 6'_0"
; 6,_o.,
6' -0„
VIEW A
SCALE - 3/8 " =V -0"
t�
ig O�
K w > W W
m : W.
m
O T _2
Wo
CD
wx
Uz o
O
WM
N
v
cli
z
Z
oCaC LU
Lf J J
oOY
a =g
Zz
acc
�C/)
0
cn >
w
Y
g
0

THE EXISTING CONCRETE AND MASONRY FOUNDATION WALL OF THE HOME CONCEALED
BEHIND THE WOOD BOATHOUSE WALL IS CRACKED AND MOVING VERTICALLY AWAY FROM
THE EXISTING REINFORCED FLOOR SYSTEM OF THE HOUSE. TO STABILIZE THE
STRUCTURE, A NEW REINFORCED WALL WITH A PIER - SUPPORTED FOUNDATION WILL BE
INSTALLED AND SECURED TO THE FAILING FOUNDATION WALL, THE PURPOSE OF THIS
REINFORCED WALL WILL BE TO TWOFOLD: IT WILL SERVE TO TIE THE FAILING
FOUNDATION WALL PARTS TOGETHER AND ALSO TO PROVIDE SUPPORT POINTS FOR THE
(4) NEW 50K HELICAL PIERS THAT WILL ALSO BE INSTALLED INTO THE LAKE BOTTOM.
THE FOLLOWING IS AN OUTLINE OF THE STEPS REQUIRED TO COMPLETE THIS PROJECT.
THIS OUTLINE IS NOT MEANT TO BE A STEP BY STEP WORK PLAN BUT A DOCUMENT THAT
HIGHLIGHTS THE ITEMS THAT THIS ENGINEER HAS CONCLUDED WILL BE IMPORTANT TO
ENSURE SUCCESSFUL COMPLETION OF THE PROJECT.
1. PROVIDE SUFFICIENT SUPPORT FOR EXISTING ROOF AND DECK SYSTEM TO FACILITATE
THE REMOVAL OF WOOD WALL AND SUPPORT PIERS FROM NORTH END OF BOATHOUSE
TO SOUTH END (APPROXIMATELY 24')
2. REMOVE ANY LOOSE DEBRIS THAT MAY FALL OUT OF THE EXISTING WALL DURING
CONSTRUCTION
3. INSTALL 50K HELICAL PIERS AS PER LAYOUT AS CLOSE TO EXISTING WALL AS POSSIBLE
4. SURVEY THE FOUNDATION WALL FACE AND DETERMINE HOW FAR AWAY FROM THE FACE
THE CONCRETE FORM SHOULD BE SECURED FROM THE WALL. THE FORM SHOULD BE
PLUMB AND SHOULD BE LOCATED TO PROVIDE THE LEAST TOTAL OVERALL THICKNESS
BUT PROVIDE A MINIMUM OF 8" OF COVERAGE OVER THE ENTIRE AREA
5. INSTALL #5 REBAR PIN ANCHORS WITH HILTI BRAND HY -150 EPDXY TO A MINIMUM DEPTH
OF 4" INTO EXISTING FOUNDATION ON 18X18 INCH CENTERS AS SHOWN. FROM SURVEY IN
#4 ABOVE DETERMINE THE PIN LENGTH REQUIRED SUCH THAT PIN WILL BE TWO TO THREE
INCHES FROM INSIDE FACE OF FORM WHEN INSTALLED.
6. #4 REBAR SPACED ON 12" CENTERS SHOULD BE INSTALLED HORIZONTALLY AND #4 REBAR
SPACED ON 18" CENTERS SHOULD BE INSTALLED VERTICALLY. THESE REINFORCING BARS
SHOULD BE INSTALLED IN THE APPROXIMATE CENTER OF THE NEW CONCRETE
7. THE ONE SIDED CONCRETE FORM SHOULD BE SECURED TO THE FOUNDATION WALL USING
APPROPRIATE ANCHORS (WILLIAMS FORM ENGINEERING HAS SEVERAL GOOD CHOICES).
THE ANCHORS USED MUST HAVE SUFFICIENT LATERAL STRENGTH, IN TOTAL, TO SUPPORT
THE WEIGHT OF THE CONCRETE IN THE FORM AND BE REMOVABLE SUCH THAT THE
REMAINING HOLE OR REMNENT OF ANCHOR PART CAN BE COVERED AND HIDDEN WITH
GROUT ONCE THE FORM HAS BEEN REMOVED.
B. BOTTOM OF FORM IS SET AT 989.5'. EVACUATE WATER BEFORE PUMPING CONCRETE. DO
NOT ALLOW CONCRETE TO MIGRATE INTO WATER DURING CONSTRUCTION
os¢�rc
CA &,0l�
N
uu
SSA O
,�
il-
, y
TO ALL PAGES
/Q AL
THE DESIGNS PRESENTED ON THESE DRAWINGS INCORPORATE THE FOLLOWING MINIMUM VALUES.
_=
19856 9I9' =o
VERIFICATION THAT THESE VALUES ARE MET OR EXCEEDED IS
NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.
w
HIM
CONCRETE
IMPORTANCEFACTORS
MINIMUM 28 DAY COMPRESSIVE STRENGTH
WIND 1.0
HHH
SNOW 1.0
DENSITY 150 PCF
�S��wssp
w
0
PERFORMING SLUMP 4 INCHES
DESIGN LOADS
w w
SOIL
ROOF DL /SNOW 15/20 PSF
os¢�rc
U �
cw I,
DESIGN INFORMATION: APPLIES
TO ALL PAGES
W ES
THE DESIGNS PRESENTED ON THESE DRAWINGS INCORPORATE THE FOLLOWING MINIMUM VALUES.
L.
z 3 a
VERIFICATION THAT THESE VALUES ARE MET OR EXCEEDED IS
NOT THE RESPONSIBILITY OF THE DESIGN ENGINEER.
w
CONCRETE
IMPORTANCEFACTORS
MINIMUM 28 DAY COMPRESSIVE STRENGTH
WIND 1.0
FTG.& WALLS /SLAB 4000 /4000 PSF
SNOW 1.0
DENSITY 150 PCF
SEISMIC 1.0
0
PERFORMING SLUMP 4 INCHES
DESIGN LOADS
w w
SOIL
ROOF DL /SNOW 15/20 PSF
I.W,-
O a
MINIMUM SOIL BEARING PRESSURE 2000 PSF
FLOOR DL / LL 10/40 PSF
z v
MINIMUM SOIL INTERNAL FRICTION ANGLE 32 DEG
WIND 100 MPH
ALL COMPACTED SOIL TO 95% STD PROCTOR
SLIDING COEFFICIENT .45u
EXPOSURE CATEGORY C
SEISMIC DESIGN
F
y
REINFORCING
SEISMIC USE GROUP 1
ALL REINFORCING STEEL IS TO BE ASTM A615 GRADE 60, SITE CLASSIFICATION D
FABRICATED AND PLACED IN ACCORDANCE WITH ACI 318,
SPECTRAL RESPONSE
ALL LAPS SHALL BE A MINIMUM OF 36 BAR DIAMETERS.
ACCELERATION SDS 39 %g, SDI 21%g
STRUCTURAL SYSTEM MOMENT FRAME
SEISMIC BASE SHEAR Vx =1.lk, Vy =l.lk
c°O.
ANALYSIS PROCEDURE EQVLNTLTRLFRCE
U
z
Z ui
a
Q
O �
J
o0Y
Qy�
z Q m
o
j
�
w
Y
M
O

to Scale)
z
RANDALL STEVEN STEWARI
460/317
S1 seawall
N
7527 31" Waters Of
169.21 S2 LAKE LURE
" E a S3
N 75'27 31 a S4
nA tle Y
7 a 0. o n
S6 y
Boat
1.78 ACRES I' o �05e
wc;6wv
S8
rack i
seawall
w O 510 4�: rlllll�
S11
o �- on,
support / Shea 572
£.P. - °n. S 24'25'36" E
i� a
JOHN J. HEPLER /� 20.00'
and wife VIOLA E. HEPLER r o
437/173 , ^�� I 3 Rwife i r ';E NFWl,
and wife � S. NEWrv' %.ru:
i
P.P. _ \ 58';'23
1 1 _
I I �
1 1 �
N 84'16'56" IN
16.71' +
r i
511'1 7'50 "E
Q, i i ? 49.39'
ti a i
1
2 o rock
i ,t natia
rock
r / 531'42'27"E
rock patio column j / / 49.60' \
O 1 rock column 9�F
N 14'24'27" W It
30.00' v` 6 2 -____ ELIOT ROAD ater \ F!y
4.25•_ - valve
O
LINE I DIRECTION I DISTAt!CE
L1
N 59'40 27
W 29.1m
L2
N 6647'47-
W 7.44
L3
N 71'26 41
W 26.53
L4
N 78'11 37
W 25.29
L5
N 79'39 33
W 25.73
L6
N 85'09'27'
W 25.08
L7
N 89'25 36
W 24.95
L8
S 88'116'48"
W 24.80
CALLS ALONG SHORELINE
• EXISTING IRON PIN (EIP)
a NEW IRON PIN (NIP)
• POINT
p NAIL OR RAILROAD SPIKE
❑o CONCRETE MONUMENT
® RIGHT OF WAY MONUMENT
Q STONE
L7 L6 water L5
pronch neter L4 L3
' L2 �� •� LAKEVIEW ROAD
L7 \
EUGENE. WALKER �'ARR'! ER \ S 42'16'27" E
end wi:e DONNA \�`� 248.62'
408/J14
4131135
I*s. ss\ P
evL, o n
!'Jew iron
F.RNLST HOHIMER
:,d wife JG or,';
464 /! ti')
_r.­ty Ilse
_.. _.. —.. .. — ­k t. /
S 12'56'27" E
— 41.52'
cciurn ,
S 4623'33" W
- 39.44'
�N7�3;1a "w
58.61 ;& .
U S 64\ �
h \
� 9
I, NATHAN ODOM certify that under my supervision
this Lzl) was drawn from an ac Let field survey,
that the E`• rr of Closure is 1: __ that
the bot'ndaries not surveys:: 're She. broken
lines plot'...-. from infom,atlon .jM ._ - --
page ____ -_- WITNESS my I' ad -.ol this
• of _ ._.._..,J..D 1997.
Signature___ --
Land Sur'_
Registered Number -271
S.,':,1
L 'Y16
o90�:
NORTH C.ARCLINA
RUTHE,._jRD COUNTY
I, RHONDA ' -VANS, a Notary Public of the County
ano S,uts aforesaid, ce tify that Nathan Odom, a
regls:artd land surveyor, personally appeared befhr -r
me !c �>cy and acknowedged the executi- n of
foro -;rry in- 4rument. Nitness my hand and offit
Ftornp set-I, this __ ___. __ day of — -----
1997.
-- - - ---- ---- - - - - --
Notary Public
My Commission ;xpires
+�p�hnurrrq.
!•p °,.
P��UBLriC
rlr rl,nrrN•
— N t. T ' S "'
1. References: 4157 ,y,! Tax t alp 511 r), 1,
Parcel 12 -A; Pal of Lot .07; PI, : -109.
2. Calls along the lake are meander e `:,ly.
The property iv subject to all °I - :..c:,'s of
the Town of Lt,. e Lcre t- the .. our.
JOAN S. STROM
CHIMNEY RO' TOWN: � RU i 1ER-0RO COUNTY, NO
FIELL: B. :.: LAIN' ­-_GP. "R. -VANS
DATE: AUGUS: 11, 1907 1AP 18734 L
GRAPHIC SCALE
\ w 0 2a 50 too no
1
I
( ER FEET )
1 inch - 50 ft.
PROFESSIONAL SURVE'.iK'; AND ENGINEERING SERVICES
206 N. MAIN _TPA "r
P.O. 80' 1'5i
RUTIi_RFORD N, P. -8139
.`:ONE: (7.', ) 287 -7059