HomeMy WebLinkAbout20230429 Ver 1_Site Plan_20230323b. Location of rip rap or fill to be placed above the Full Pond/ Normal Water Level elevation
c. Location of rip rap or fill to be placed below the Full Pond/ Normal Water Level elevation
d. Location of any proposed structures such as huiIdings, retaining walls, docks, etc.
e. Location of arty excavation or dredging below the Full Pond/ Normal Water Level elevation
Full Pond/ %o sl Water
Shoreline
Plan View
La ke
(At Full Pond/ Normal Water Level)
N
D"ar IdoC
Lake
(At Full Pond) Normal Water Lerell Existing Dock
30 ft x 7k
3 frx 150 it
FuE1 Pond) Narma! Water Level Below fua pond) N W L
t• mt roorem rine Ripra ... ore;150h
{� Ab— fun pond] IPW I
2 h.x 150 Ft
addltlonak dearing
H necessary
AMPLE
Plan View
O� North Carolina Department of EnvironmentalQuality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, North Carolina 27699-1617
e���—DHF`
„, mwanr 919.707.9000
,aft- below full pond water level �ft- ahove Full pond water level
Existing bank
XfE. bank
height
Side Vi
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North Carolina Department of Environmen(al Quality I Division of Water Resources
512 North Salisbury Street 1 1617 Mail Service Center I Raleigh, Barth Carolina 27699-1617
a r� ".1 nw�� r 919.707-9000
sign Envelope ID DBC65CC4-D5C8-42DO-6,....-85998BEBAEE5
k r �——,
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The"Owner"
Mark Reddick
8283 Long Island RO
Catawba, NO 28609
909-213-8508
Boats4me71 @)gmai1.com
SHORELINE CONSTRUCTION AGREEMENT
1217122
The "Contractor"
Lancaster's Custom Dock & Lift Systems, Inc.
NC General License Contractor # 49723
1156 Perth Road
Troutman, NO, 28166
(704) 528-7400
The Contractor and the Owner shall be individually referred to as a "Party" and collectively referred to as the "Parties",
as context may require.
T55 755
DESIGN SKETCH
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V.8.01-22 Page 1 of 7 Shoreline Construction Agreement
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I, A.Frank Chandler,Jr., certify that this plat was drown under my supervision from on actual survey
mode under my supervision, (deed description recorded in Book 'i AO _, Page 1643 ); t the
boundaries not surveyed are clearly indicated as drawn from the deeds shown ; that the r ti of
Precision as cafeuloted is 1:10.000+.
Witnes$ ply original signature, license num4er and seal this 23rd do f U
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VICINITY MAP-NTS
LOT 4
MB.45 PC.90
THE SUMMIT AT
LAKE NORMAN
SECT, TWO
MAP ONE
LEGEND:
EIP r =EXISTING IRON PIN
NIP 0 =NEW IRON PIN
R/W =RfGHT OF WAY
ra, =POWER POLE
DB. =DEED BOOK
PG. -PAGE
M0. =MAP BOOK
NTS =NOT TO SCALE
C/L -CENTERLINE
SB = SETBACK
EP =EDGE OF PAVEMENT
LINETYPE
PROPERTY LINE=
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LOT 5
MB, 45 PG' go i
IIHE SUMMIT AT
ILAKE NORMAN
SECT. TWO
I MAP ONE I
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tH4:ii4yj;low4:42111ril;7,711[9kil+ir1:1F7.]y:I:i12[ilI4iP.Gli1olmq.lE41'[
0 100 200 300
SCALE;
100 FEET/INCH OB.3140 PG.1848 M6.45 PG.90
DATE: DRAWING NO. DRAWN BY:
5/23/21 21059 AFC
Professional Land Su or L- 4151
4131 JOYCETON ST,
CHARLOTTE, N.C. 282 8
704-589-3538
- LAKE NORMAN a+l���
WATER LEVEL �, 4+rC11_FL
'" ��. )'�50' OFFSET _ Q ; 'k
FIELD LOCATED _ - L f
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L1
Sd3'S8 55 E
� 3.65
L2
518.48 11 E
54,98
L3
582'S1 43 W
14,29
74
NZ4"4152 V
36.9E
L5
51611 45
19.91
L6
N43'58 52 W
34.65
L7
N32'15 22 W
22.1:'
L8
N6253 46 E
16.53
L9
S40'13 3i E
35.9
L10
534'17 58 E
15.8,Z,
L11
S24'23 37
41 .71
L i 2
570'51 —30'W
17.57
L13
N8fi'23 57 W
26.60
L 14
IS 18-48 1 ❑ E
52.00
L15
1 S85'55 55 V
58.75
L16
N18'4812
61'00
LOT 6
MB.45 PGAO
THE SUMMIT AT
LAKE NORMAN
SECT, TWO
MAP ONE
NOTES:
1. ALL DISTANCES ARE HORIZONTAL.
2, CORNERS MARKED AS SHOWN.
3. SURVEY IS OF EXISTING
PARCEL PIN#47100107514400,
4. PROPERTY SUBJECT TO
UNDERGROUND UTILITIES.
PHYSICAL SURVEY
FOR
MARK & SUSAN REDDICK
8283 LONG ISLAND ROAD
PIN#47100107514400
CATAWBA, N.C. 28609
CATAWBA COUNTY
CATAWBA RIPARIAN BUFFER NOTIFICATION FORM
Project Name/address:
Owner: L-4y`
Print
Contractor/agent:
Print
Sign
f
Signature
The approval is for the purpose and design described in your application. Impacts not indicated in the
application is a violation of the Buffer Rule. Site specific work should be provided in the application. [15A
NCAC 02H .0506 and 15A NCAC 02B .0243(8)]
Trees are not allowed to be removed from Zone 1 of the Buffer (within 30 ft of the full pond elevation), unless
approved. Exception, those trees that are severely undermined along the immediate shoreline can be
removed. Minimal shaping and sloping along the immediate shoreline is allowed. [15A NCAC 02B .0243(6)]
Benching and grading in the buffer is not allowed. Excessive disturbance of ground cover. [15A NCAC 02B
.0243 (6)]
Beaches, impervious patios, impervious walkways, etc. are not allowed in the buffer unless specifically
approved by the division. There are limitation on size for decks. [15A NCAC 02B .0243(4) and (6)]
Work to be conducted from land must indicate an access and indicate any trees that are to be removed. The
work corridor should be described. The approved access corridor shall be restored. Staging, spoil, construction
material must be outside the buffer. [15A NCAC 02H .0502 and 15A NCAC 02B .0243 (4), (6), (8)]
Stormwater cannot be piped or channeled for direct discharge to the lake. All constructed stormwater
discharges must be at the natural elevation and discharged prior to entering the buffer directed as diffuse or
sheet flow at non -erosive velocities to the lake. [15A NCAC 02B .0243(5), (6)]
Acknowledgement of Notification
I, , hereby state that l have been informed of the Catawba
Riparian Buffer Rule. Any work conducted in the buffer, not specifically stated in the application and approved
by the Division of Water Resources jDWR), is a violation and subject to enforcement. Due diligence will be
taken such that the construction will be built within substantial compliance and intent of the 401 Water
Quality Certification and Buffer ules, the approved plan(s) and specification(s), and other supporting
materials. -1-7
Signature (owner): 'rz Date: