20201116 Ver 1_Update 1_20200923

Strickland, Bev
From: Peyton Woody <[e-mail]>
Sent: Wednesday, September 23, 2020 12:02 PM
To: Johnson, Alan
Subject: RE: [External] RE: Patel Site- West Paces Rd 20-1116
Attachments: Shoreline Restoration Plans-8-17-20.pdf
®' T External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
[e-mail]
Hey Alan,
I've attached the plans for your use, all the existing trees have been located and shown on the 0 plan. 135-ft is correct
is their total length. The existing wall is only 104-If. The Shoreline Stabilization Application was your recommendation in
an email dated back on 11/20/19. If you want to look at it in the field we can certainly meet and go over it or I can
swing by your office, what ever works best for you.
Thanks,
Peyton Woody
Principal
704.315.8367
Woodbinedesign.com
20816 N. Main Street, Suite 204
Cornelius, NC 28031
4001��
Woodbine Design, P.C.
I.a3i[1 Isln11ini ixil rniittittrlrs
,�Vj�4k,
From: Johnson, Alan <[e-mail]>
Sent: Wednesday, September 23, 2020 10:38 AM
To: Peyton Woody <[e-mail]>
Subject: RE: [External] RE: Patel Site- West Paces Rd 20-1116
Can you send the plan. Was not included in the application.
What is the shoreline length? I have — 135 ft.
This is really a buffer authorization more than a shoreline stabilization. So what is happening
in the buffer should be clear
1

Thanks
Dh,ITJc)n 0 W tgr RC:Ji9U«94i.
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax:[phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
From: Peyton Woody[mailto:[e-mail]]
Sent: Wednesday, September 23, 2020 10:28 AM
To: Johnson, Alan <[e-mail]>
Cc: Perez, Douglas J <[e-mail]>; Riley Burgess <[e-mail]>
Subject: [External] RE: Patel Site- West Paces Rd 20-1116
External email. Do not click links or open attachments u ail as an attachment to
[e-mail]
Hey Alan,
We're moving the existing unpermitted retaining wall and laying the slope back at 2:1 and stabilizing with P300 matting
and Live Stakes. Sheet C3 is the Landscape plan, it shows existing conditions and proposed. The proposed plants, type
and quantity are listed on sheet C3, 3-Inch trees specified, the type was selected directly from Dukes approved list of
trees. We can meet at the site to go over the plan if that helps?
Peyton Woody
Principal
704.315.8367
Woodbinedesign.com
20816 N. Main Street, Suite 204
Cornelius, NC 28031
Woodbine Design, P.C.
Land NCI ti�ii�5 civil engineering
,00J rj�Ak
From: Johnson, Alan <[e-mail]>
Sent: Wednesday, September 23, 2020 10:12 AM

To: [e-mail]
Cc: Perez, Douglas J <[e-mail]>
Subject: Patel Site- West Paces Rd 20-1116
There was no landscape plan included with the application. How are you to transition from
the vertical embankment to the lake bed. Or is the embankment proposed to stay. The plan
should give the existing conditions and then the proposed planting plan within the 30 ft buffer.
Any tree removal will require 3" diameter (at breast height), native species, 8 ft in height trees
to be planted. Complete clearing of the buffer will not be allowed. Avoidance and
minimization of working through the buffer should be shown.
Based on the photo provided, it appears there has been clearing. Please document/photos
that the 30 ft has been maintained at this time.
Thanks
Alan
hi%ion of %Valor Rr40Uf[CS
Alan D Johnson — Senior Environmental Specialist
NC Dept. of Environment & Natural Resources (NCDENR)
Division of Water Resources - Water Quality Regional Operations
610 East Center Ave., Suite 301, Mooresville, NC 28115
Phone: [phone] Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties unless the content is exempt by statute or other regulation.
3

MIEN RUNE C`� 1v LEGEND
PER PLAT
C PB.29 PG.55 2
J O� DEMOLITION OR SAWCUT
-� 0N R �/ SEE PLANS FOR DISTINCTION
O l_ \ 760' CONTOUR LINE DEMOLISHED AND
C— 0 L O T 19 REMOVED AREA
PER LOCAL JURISDICTION
PROPOSED se O FEET NOEL D ® IBAN Z
760' & 761' CONTOUR 2:1 SLOPE �N LANE EXISTING
LINES FOLLOW ALONG 6
8�
THE RETAINING WALL /
LLL
LLL-S
L L- L—,
5 ��2 761 C TC�tJ�LL l NEIGHBORS
EX. 62-LF RETAINING WALL TO CO LINE L-L-
BE REMOVED. SEE TYPICAL#1 LLLLL-L' ALUMINUM FENCE
O
� � o
EX.RETAINING DO NOT
WALL �o DISTURB
BUFFER \0-0-0-
PROPOSED J j
2:1 SLOPE �ry 5_ L L 10-FT ACCESS PATH
760' CONTOUR LINE j
L�
L SLOPE EX. GRADE TOWARDS
170, L� HOUSE AT 2:1. LINE SLOPE
WITH P300 MATTING AND LIVE
_LLLL STAKE ( SEE TYPICAL #2)
LLLLLLL
� YLV
I I I I LI
�T C
L L `_006-)
Q
761' CONTOUR O
LINE
C � �
DO NOT DISTURB BUFFER
°
CONTRACTOR SHALL USE SMALL u_�
MACHINERY FOR WALL REMOVAL,
ONLY REMOVING TREES AS 0
NEEDED TO COMPLETE THE WORK
C
S ALL STORM WATER SHALL
0 DISCHARGE VIA "SHEET FLOW"
THROUGH THE BUFFER. NO
CONCENTRATED FLOW SHALL BE
ALLOWED
V �
7� 0�
^ /
C
cs ,�
VACANT
O
CO
77
LOT 21
��� �� r 0.90 AC®
Uv
A BRA 0 00
TOP OF P.AI *
- T`C�T
7
INSTALLED UYE STAKE
{SEE DETAIL, THIS SHEET} -
TOE Of B'NRC
X1 _ 4 X2
LIVE STAKE, SHOWN
WITH LEAP AND
ROOT DEVELOPMENT
zs �
CROSS-SECTION!
EASE FLOW
WATER LEVEL
10' CONTOURS
2' CONTOURS
— — — —
PROPERTY LINE
71) =
P.P. = POWER POLE
❑ =
DUKE POWER TRANS.
E.I.P.
= EXISTING IRON FOUND
I.P.S.
= #4 REBAR SET
R/W
= RIGHT—OF—WAY
0 =
WELL
DIMENSIONS (VALVES TO BE PNOVIDm 9Y DESIGNEN
VARA13LE
VALUES
TYPICAL UNT
DESCRIPTKIN
X 1
FT. OR IN.
LIVE STAKE PLACEMENT FRCId TOP OF SANK
X2
FT. OR IN.
LIVE STAKE SPACING
X3
FT. OR IN.
LIVE STAKE RELATIONSHIP TO APPROXIMATE BASE
FLOW WATER LEVEL
K l
Fr. OR IN.
LIVE STAKE PLAGEMENT FROM TOE OF BANK
X5
Fr. OR IN.
LIVE STAKE LENarld (MAMMUM AND AANIMUM, IF
APPLICABLE)
XB
FT. OR IN.
DEPTH OF LIVE STAKE INTO GROUND
X7
IN.
LIVE STAKE DIAMETER WA74LMUM AND MINIMUM, IF
APPLICABLE)
X4
LIVE STAKB•TYP.
(SEE DETAIL, SHEE, 4
CONTROLMATTING,
FIED (SEE NOTET A 2)
INSTALLED LIVE STAKE DETAIL
PLAN VIEW
TRE£S ANMR SHRMS
-DRIP VNE ISEE N=ffll
OFBANK
.DFBANK
THIS FIGURE IS ONLY MEANT Tfl DEFINE THE MINIMUM INFORMATION REQUIRED BY THE CITY OF CHARLOTTE TOE E INCLUDED IN A DETAIL FOR THB TYPE OF TECHNIQUE.
THIS FIGURE IS NOT MEANT TO REPRESENT A STANDARD DESIGN METHOD FOR THIS TYPE OF TECHNIQUE AND SHALL NOT BE USED AS SUCH. NOT TO SCALE
CHARLOTTE-MECKLENBURG 10F2
LIVE STAKING
STORM WATER SERVICES
GENERIC DETAIL REgU REM UM 777DRAFT - NOT TO DE USED FOR CONSTRUCTION
"n
. -'�. ..... �Z73i9LY:�,1:.:�.'r'llrl._'Sr-•�j'w.
��VS•.`.�lhT,':
�.�.i�Si.-•�:..
PHOTO- LIVE STAKES INSTALLED OVER EROSION
CONTROL FABRIC
X7
SOUAf,E CUTTOP
BUDS FACING
UPNARSB
ANGLE CUT
LB DEGREES
K&
NOTE&
1. LIVE STAKES SHALL BE WSTALLD ON FINISHED STREAM BANKS. FINKWE]r GENERALLY REFERSTOANYANDIDR ALLOF
THE FOLLOWING AS SPECIFIED BYTHE DESIGNER:
A GRADED
& PREPARED(ROTO.TBLED. RAKES AND AMENDEDL•
C. SEEDED,
D. KULCHED,AND
E. COVERED WRH EROSION CONTROL MATTpNG.
7 INFORMATION REGARDING ACTIVITIES REOUYLED TO FINISH THE STREAM HANKS SHALL BEADDEDTGTHE LNESTA KING
DETAIL OR DETAILED SEPARATELY Arms REFERENCED HEREBY.
S. LIVE STAKES SHALL BE OFTHE SITE SPECIFIED BY THE DESIGNER AND PLACED INACCORDANCE WTHTHE PATTERN AND
SPACING DESIGNATED BYTE DESSiIHi
d. LIVE STARES SHALL BE FASHIONED. FROM DORMANT CUTTrNGB OF WOODY PLANT SPECI ES SrREES AND SHRIIBSI
SPEC IFIED BY THE DESIGNER AND SHOWN N THIS DETAILED IN A TABLE DR ELSENHERF IN THE PLANS tE.G.-A PLANTING
PLAN).
8. LIVE STAKE SPACNC AND PLACEMENT MAY VARY, AS SPECIRED BY THE DESLG.NE3LATr]IFFERENTLUCATIONSAiONG7HE
STREAM, SUCH AS ON STR EA. BANKS THROUGH RIFFLESECTIONSORON STREAM BANKS ALONGTHE OUTSIDEGF
MEAN DER BENDS.
&. LINE STAKES SHALL NOT BE PLACED WTfHNTHE DRIP L°IE OFANYEXISTING TREESANDIDIiSHRUBSTHATREMAIN ON
THE BANKS.
T. DETAILED HANDLING, PREPARATION, AND INSTALLATION GUIDELINES FOR LIVE STAKES SHALL BE SPECnM BY THE
DESIGNER INCLU DING:
A LIVE STAKES SHALL BE CUT AN D INSTALLED ON THE SAME DAY UNESS OTHER5%1S€ PROFMED FOR M THE
SPECIFICATIONS.
a. ALL LATERAL BRANCHES SHALL BE CAREFULLY REMOVED FROM THE WOODY CUTTINGS PRIOR TO INSTALLATION.
C. LIVE STAKES SHALL BE DRI4EN INTO THE GROUND USING A DEAD BLOW PLASTIC HAMMER BY CFtEATING A
PLOT HOLE AN DSUPPING THE STAKE INTO IT,Oft WITH TH E U SE OFA HYDRAULIC INJECTION SYSTEM. SOIL
SHALL BE FIRMLY PACKED AROUND THE HOLE AFTER INSTALLATION.
D. LINE STARES SHALL BE TAMPED IN AT A RIGHT ANGLE TG THE GROUND V07H BErAEEN 73'R-BM OF THE STAKE
INSTALLED BELOW THE GROUND SURFACE
E BETWEEN 2076-SO% AND TWO BUDS (OR PRUNED, LATERAL BRRNCNL.00.ATICrISI ON THELNE STARE SHALLEE
ABOVE THE GROUND SURFA.C`
F. SPLIT OR DTH ERWLSE DAMAGEL LIVE STAKES SHALL NOT BE USED.
S. THE PUNY VIEW ILLUSTRATES A PERPENDICU LAR PERSPECTNE OF EACH SURFACE DEPICTED W THE DROSS SE11T*^
THEIRE N ND FDRESHORTEN ING O F TH E STREAM BANK (OR ANY OTHER SLOPED SLHLFACE) eN THE PLAN VIEW.
THIS FIGURE IS ONLY MEANT TO DEFT NE THE MINIM UM I NFORIVIATION REQUIRED SY THE CITY OF CHARLOTTE TO BE INCLUDED IN A DETAIL FOR THIS TYPE OF TECHNIQUE.
THIS FIGURE 19 NOT MEANT TO REPRESENT A STANDARD DESIGN METHOD FOR THIS TYPE OF TECHNIQUE AND SHALL NOT BE USED AS SUCH NOT TO SCALE
CHARLOTTE-MECKLENBURG LIVE STAKING 2 OF 2
STORM WATER SERVICES REV.DATE REV.F
GENERIC DETAIL REQUIREMENTS DRAFT -NOT TO HE USED FOR CONSTRUCTION
ALUMINUM FENCE
LOT 20
L RA FI
A MED
O 25921515
U�
LJJ
BENCHMARK
EL
LLJOZL
TOP OR #4 REBAR 35' FRONT -
zoc
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114,21 —PHC�E 1 14.40 PHONE
❑ PEDtSTAL PEDESTALO LIGHT CABLE
CURB/ _ PEDESTAL
POLE (TIE -ONLY)
40.0' POWER
Box WEST FA C S ROAD S24 °25 906
UV
R/W CURB
(409 PRIVATE R/W) 37194
EX. RETAINING WALL
TO BE REMOVED
EX. WATER LINE
EXISTING GRADE
EXISTING SOIL TO BE REMOVED.
SLOPE AT 2:1.
0
UNDISTURBED
SOIL
PROP. FINISH
GRADE
�Z//�///�Z//�Z//�Z//�Z//11 /Z�
\//\
REMOVE BELOW GRADE BLOCKS. .. . , .. 4 .\\\\\\\\\\\\\\\//\\//
FI LL WITH RIP -RAP _ •.\\/\\/\\/\\/\\/\\/\\/\\/
III III III %\/ N
EXISTING FOOTING TO BE REMOVED.
FILL VOID WITH RIP -RAP
TYPICAL # 1 — RETAINING WALL DEMOLITION
N.T.S
EXISTING GRADE
IE WITH P300 MATTING.
:AL #3 FOR
ON DETAILS.
EX. WATER LINE
TYPICAL #2 — SLOPE STABILIZATION DETAIL
N.T.S
SHORELINE/
STREAMBANK
I (3 0CF1I I
I N S T A L L A 7A O N
_ - -
1H-11
DETAIL
II�1 �.5c111}
I.s:Lw v05ier insimialkm. lowgr woler leol
I. iIF
from LBYel A ID LBvel 9 Wfore
A
inslBIlation.
'installing
2. f'replam soil befoce rolled
+ I i
gfaSian pontfcl prodlL U (5Lt=Cf}91,
i I
dsdt+ding 2s+y ftoemary Dpplkmiod of
I$lilSeed,
.
3_6e inat op3f the rt-Forelil.B by
�nCho[1nBg the FRECPs In S 1111 SCm) O[rMp
- 6Fr
X 6'050TII wdo VEW.h Yedh
apprcosiinataly 12'{Wcrn) of REC?s
BKkKjded beyond the up-alape panion of
- -
t` p tmnoh. Arwj'wr the lkl r.% Wllh s
mo of SmlAe 15tmas aFIQmirmnLely 12'
(31)cm� apart h the botibrrl of ft Irench.
-
Secirlllll and vampact the french BFLe'
_ ---
stapling. Apply see to the CompBCled
soil and Wd the remaining Ee(30crn)
�- -
poltiorl of RECPs back DVor ft saw
•• +*
*
and numpecte+d soil. Severe RECPa
+y_ ' - _
-' #
i3ver compBDte-d aoil wim a raw of
• ____ _ =
Kaplewslakes opeoed appmKlmately
12'(34knt) apart amiss Hid width o1 1he
_ •F F " -- -± k
- • __---_� � '
RECPS-
4. Rdl RECPE. eiaw Aj clown 2m Shoreline
for long banks �1ap la haMrn) cIr MI
r I
-.'f}.•'
Ivrlmniallr ecress the ahgreline slw..
____
�l •
RECPs wIll unroll wish arlpmprialo side
against the and surfam. All RECPs must
RBI
l
hj sudface
� c nq�SA PIf1 g in gi7Pml, i;r�}.
_
t
kmoiliom- as shown in the staple 0111!III
-
guide.
5. The edges of all horizoFdW and vertical
be
Eearns must stapled! with
•LIT
I 4
119U1= skYeaRlbBrllk PpI7ftmgBTg 998R'I
averkps &�Wd be sAinplad in thr;
predominant novr -dII$GUIkF,
i I1� - '" `, - ;
B. The Edgar Df the REGP6 at Dr tialm
5�nY1
I----• I T
normal water level muA he pnahored by
1he Ftrcf3� In a 1Z (SCIcm) r*ep
,
r
placing
X I3 15om 1 wi I0 andVar ire". A,rK%cu
the RECPe Wiih B rm DF staples�Bitakm
apamd appsoKintately 12"(30crnj apar7 in
tiv VenCn. Bpckfill ano oxmpmel the
!II~
tmnch afler s6VIim!g (stono or soil r1:yp III,'
used as backlll]. For ihstallabon B: to
J�IJi
°
below
( ( m j
normal water level, t e of
$horeKo mat on top Gf " R!EC or
I
I I
T
peolextlle may tie momml mded.
�
dr Ygjng Nut To Scale
Nam:
' In loose soil conditions. Lha use of
staple Dr stake Iengtha greater than 6'
� �W
I}LSCiIiIIFIi±C:
AMERICAN
The Informalbn presented herein Is general deslgtl InFarrnailon only. Forsped'Ic RPOI all CS.
may be necelssmy to properly secure the
Ril�plz.
rjREE
cgrhriult an Indoprandenl prof13 Tonal for fujlher Ideslgn g;Iklarlcla•
.. 5olMnI anmftr trsnuh Can by
5401 SI, Wtmdet- Cvmih#LInBI Rd. YH: S00-722-2I411
BliminlMod vFtw usft ShoraMnx mat
i'cnr5'AMr. 1IN47b33 tA541t,Rtll;irclt,[Ui1f
Orawnon: 5-4-1T
over RECPalong U)ebottomedge.
Digitally signed bl
Riley D. Burgess, Jr
P
Date: 2020.09.2
' 11:49:24 -04'0
SURVEY NOTES:
1) THIS PROPERTY MAY BE SUBJECT TO
ANY EASEMENT AND/OR RIGHTS -OF -WAY
OF RECORD.
2) AREA COMPUTED BY THE COORDINATE
METHOD.
3) EXISTING 760' & 761' CONTOUR ELEV-
ATION BASED ON LAKE NORMAN LAKE
LEVEL AT COWAN'S FORD DAM (READING
ON 8/30/19 ) ELEVATION: 757.40,
GENERAL NOTES:
1) DISTURBED AREA SHALL BE STABILIZED
WITH MULCH, SOD OR SEED/STRAW
IMMEDIATELY UPON COMPLETION.
2) ALL RIPRAP INSTALLATIONS SHALL COMPLY
WITH NC EROSION AND SEDIMENT CONTROL
PLANNING AND DESIGN MANUAL CHAPTER 6
SECTION 6.15.
3) RIPRAP TO BE MINIMUM 6" D50 STONE.
1
Know what's below.
Call before you dig.
NORTH CAROLINA
ONE -CALL CENTER INC.
DIAL 811 or 1-800-632-4949
2 BUSINESS DAYS BEFORE DIGGING
www.nc8ll.org
TYPICAL # 3 — MATTING INSTALLATION DETAIL IF ANY CONFLICTS, DISCREPANCIES, OR OTHER UNSATISFACTORY CONDITIONS
ARE DISCOVERED, EITHER ON THE CONSTRUCTION DOCUMENTS OR THE FIELD
PLOTTED: 8/17/2020 CONDITIONS, THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY,
w:\20006-NEHA SHORELINE AND SHALL NOT COMMENCE OPERATION UNTIL THE CONFLICTS, DISCREPANCII
RESTORATION\_CAD\01A-NEHA CHOREUNE OR OTHER UNSATISFACTORY CONDITIONS ARE RESOLVED.
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DEVELOPER/OWNER
NEHA PATEL
182 WEST PACES RD.
MOORESVILLE, INC 28117
Designed By
Woodbine Design
Drawn By
PW
Date
3/3/20
Revisions
Sheet C2 Of 3
Project Number 20006