20130728 Ver 1_Shoreline Stabilization_20130716

20130728
: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 The 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: o � V D
Division of Water Quality 401 Oversight/Express Review Permitting
16 Mail Service Center 50
Raleigh, NC 276994650 1 1 JUL 1 6 2013
I. Applicant Information DfNR - WATER cUi4L-1TM
S�nwe�er
1.Owner/Applicant Information avp 4 &arch
Name: RICHARD KINMON
Mailing Address: 252 THAMON ROAD
SHELBY NC 28150
Telephone Number. 704 -692 -1555 Fax Number. 2&Lm
E-mail Address: mirandaD- sewellcontractors com
2. Agent Information (A signed and dated co of the r
if the Agent has signatory authority for the owner /applicant) Authorization letter must be attached
Name:
Company Affiliation:
Mailing Address:
Telephone Number. Fax Number
E-mail Address:
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 surf
other facilities must be included. aces, or
1. Location
County: CLEVELAND Nearest Town: SHELBY
Subdivision name or site address (include phase/lot number): 252 THAMON ROAD SHELBY NC
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:
RESIDENTIAL WITH SPARCE GRASS AND ERODING SHORELINE
3. Property size (ages): 3.13
4. Nearest body of water (stream/river /sound/ocean/lake): MOSS LAKE

.Z. [describe the purpose of the proposed work: BANK STABILATION WITH SEGMENTAL
SEAWALL AND PATIO
6. List the type of equipment to be used to construct the project: TRACK HOE $ SKID ER
7. Amount of impact (including all excavation, backfill, rip rap, retaining walls, etc.) below the
normal pool lake level in square feet or acres: 400SQUARE FEET
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 fleet or acres:
TnTei nic-n Mn�r% . r% - __
8.b. Please describe vegetation above the normal pool lake level and 50 feet landward to be
impacted (number of trees for instance): SPARCE GRASS TO BE REPLACED WITH SOD
4( 2�) J13
Applicant/Agenrs Signature Da e
(Agents signature is valid only if an authorization letter from the applicant is provided.)

Place Additional Pieces of Geogrid
When Angle Exceeds 20°
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Additional Drainage Fill
Extend Wall Height / 2 7
H/2
7.W
3" of Soil Fill is Required Between
Overlapping Geogrid for Proper
Anchorage (Typ.)
Additional Drainage Fill
Extend Wall Height / 2 7
H/2
H/2
i
SEA WALL
SCALE: NTS
0
�o
1111liq III
Jul
Drainage Fill
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
Additional Geogrid Overlap
Extend Wall Height / 4
Drainage Fill
Note:
1. Check with manufacturer specifications
on correct direction of orientation for
geogrid to obtain proper strength.
2. Corner units recommended for outside
corners. Availability May Vary.
4'
'0
N V F • • — • 1111111012
8 " Min. Low Permeable Soil
PLANTED BED WITH
e�
�n •�0
I N
Keystone Cap Unit
Keystone Compac 11
Unit
Unit Drainage Fill
(3/4" Crushed
Rock or Stone)
1/811- 1 /4"
8"
Finished Grade
c
a�
.N
N
'— Unreinforced Concrete
- or Crushed Stone
Foundation Soil Leveling Pad
Typical Reinforced Wall Section
Compac 11 Unit - Near Vertical Setback
WALL HEIGHTS FROM OP OF, LEVELING PAD: 4'-4"
LAYER
HEIGHT OF REINFORCING
LENGTH
REINFORCING TYPE
3
7.33" — ( WALL HEIGHT —1')
WALL HEIGHT+ 2'
3XTc
2
3.33'
WALL HEIGHT+ 2'
3XTc
1
1.33'
WALL HEIGHT+ 2'
SXTc
WALL HEIGHTS FROM TOP OF LEVELING PAD:
T' TO 4'— 4»
LAYER
HEIGHT OF REINFORCING
LENGTH
REINFORCING TYPE
2
3.33'
WALL HEIGHT+ 2'
3XTc
1
1.33'
WALL HEIGHT+ 2'
3XTc
CITY OF KINGS MOUNTAIN
JOHN H. MOSS RESERVOIR
Am
Iii'm mom
THAMON RD.
SODDED AREA SHALL
EXCEED
S
�
A
0�
4 0
\
AN
LESS THAN
PRE T
CITY OF KINGS MOUNTAIN
JOHN H. MOSS RESERVOIR
Am
Iii'm mom
THAMON RD.
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zz
d
Z
a°
z
0
N
MOSS
LAIKE t
HARMON HOMESTEAD
RD.
_
MARSHALL WOLFE
RD.
MARY'S GROVE CH.
RD.
VICINITY AP
® NO
SCALE
SITE DATA:
TAX PARCEL ID: 52882
ACREAGE: 3.13 ACRES±
ZONING: RESTRICTED RESIDENTIAL
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6i
RICHARD AND MIRANDA KINMON z I
9
s
SPARSE ASS EXISTING
1 Ark O
EIP ' /
,/ PAVERS o/
EY TON�,A*RLL
Z•`�� �/ S //� NE" EYSTONE SEA WALL
DETAIL
EIP
/ � 2 1 3 7 2 8
CITY OF KINGS MOUNTAIN
JOHN H. MOSS RESERVOI
f
UL 1 6 Lute `'3
SITE PLA S ittlrfiaC,�Ep� tan TY
SCALE: 1": 20'-0"
EXISTING DRAINAGE CALCULATION (PRIOR TO 'ONSTRUCTION):
SLOPE: 16% SPARSE GRASS C: 0.35 A:5850/43560 =0.13 ACRES I: 6.8
Q: 0.29CFS
UPGRADED DRAINAGE CALCULATION (POST CCNSTRUCTION):
SLOPE: 16% UPGRADE TO THICK FESCUE SOD AND BED
WEIGHTED C: ((1122SF)0.8 + 4728SF(0.25))/D850= 0.35
A:5850/43560 =0.13 ACRES f: 6.8
Q: 0.29CFS SAME AS PRECONSTRUCTION WITI 4728 SF SOD AND BEDS
CHANGES ILL REDUCE THE RUNOFF INTO THE LAKE.
NO POINT DISCHARGES ARE CREATED.
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CAR 'A.
AV S
/ g SEAL
V 15480 #
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