SW1100801_APPROVED PLANS_20101025

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SWZ�4a,�2I
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
aVlQ&2A
YYYYMMDD

AWY
.,.,.. .., Z VA 992. rg. 349
Drainage Fasement I
3 � f
a a: !
4
Uc
96 r20 ,r37 [n
Course
Bearng
Distance
L 1
5 35°2430" W
14.66'
L2
N 54°3530" W
61.32'
L3
N 3502430' F
96.29'
L4
5 54*3530' E
91.32'
L5
5 3502430' W
65.2 P
L6
5 35°2430' W
16.29
L7
5 76044'46' f
56.56'
L6
N 30%% 00' E
55.49'
L9
5 0301307E
213.60
00 a
5 7604446" E
94.43'
Notes:
i . Property is subyect to all easements, m5tnctions and right of ways of record.
2. Property rs within 112 mile of a designated farmland Preservation Distnct.
3. Property is currently zoned Community Commercial by Henderson County.
4. Property rs not located in a designated Water Supply Watershed.
5. Boundary Survey was performed on February 5, 2007 by Associated Laird 5urveyom for
Terry Authur 4 Pamela Baker and John 11. 4 Tina W. Owen, Job t 5-06-343.
5etbachs per Corrmrunity Conunercial Zoning:
Front: 35' from right of way
Side: 10'
Rear: 1 O'
a'
site
H" 8-
!
W �
NOT M SG -
Vicinity Map
t,, j 1,..,,-I
"�Nk CA R0o, /, - Marko Cam , c9n* that this plat
,� �Q` • F- - a Zi _ .*. was drawn under my supervisbo from an actual survey and w
i = . Qom° '�+r' • my supervision, (deed description recorded in boar 1425
SEAL = page 141�)Mat Me ratio of precision as cak ukkW by
• L-4154 ; ` latitudes and departures does not exceed 1:10,000 and that
• 4 �q6 • ; this map was prepared in accord with G.S. 47-30 as arrreno� .
i atrav0• •2 W bmw my hand and seal this, day of _-S&� 2a4--
.,�'R ,• A
rrl ,
Professional Land Surveyor No. 4-4154
- k--Marie A: Corn -
Professional Land Surveyor, certify that this
survey is of an existing parcel ofland and does
not create a new street or change an existing
street. 14zXJ - '
Professional Land Surveyor L-4154
-
State of North Carolina, County of HENDERSON
Ned for registration on thej--3 V t'
toM and recorded in
slide in the olirce of the
o Register of Deeds of HENDERSON County.
BY� ,
State of North Carolina
County of HENDERSON
4 * 7( Review Ofi%er of HENDERSON Cow.
certify that the or pia which this certification is affixed
mee a 1 sta to req is for recording.
Q't Z r.
R view Ofcer D le
!
It
Dminage Easement fbe
u(:B Not-fh catolena Ptopet tees, Inc.
-- Owne15 -
V. B. 1425, Py. 941
Plot Slide 8005
Pin: 9529--70-1199
Mills River Township I Henderson County.
Legend:
F/P = Fxrsbng Iron Pipe
EI.S = EaStrM3 Iron Stake
IP5 = In nn Pipe Set
UP = Light Pole ASSOCIATED LAND SURVEXORc-
P/P = powerpole
& PLANNERS PC.
_ W/M = Water Meter P.O. B0X 578 * HORSE SHOE, NC 28742
M/H = Manhole [phone]
R2 O. W. = Right of Way sr 1 Inch = 30 Feet in September 8, 2G
W/V = Water Valve ,,re Na: . S — 10 — 108 1 DRAM sr: JTB CAL,
t
; i' S
� � 1
1 1 t'• l ' �:
J t'
.. 1� ,1 4 1 r 1
S i i 3
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j

� .... - - - .p ` ��---_ -1. .i_L-. +��:�.._�---i.�-.'•`:'�.,_f :i_.�:i�:.._a._..u..� ,..... ..... ..... .. .: „ ., .. i:, .,.::i:....,4i:.i��f:.:,1�.�..3�Aii�l+i�u1:',._�i$ iLs _�_=s;J':'1�e`�_
EXISTING
CREEK 1 i
... '
"a PROPOSED�BIO-RETENTION CELL.
(SEE SHEET C-200 FOR DETAILS)
ol000000"� oo
of
1
to
1 1
op
/
V
40
Y ' 1 ., r +tom'+" ` • � t
400p
i
DRAINAGE T
a PROPOSED
1
PLAT FOREA D�E�ANLS
.�, � (SEE SUR )
, na
1,
Mer}
, ,; ':::':' ,�• ,- , , , , + , , PROPOSED FLOW �
,`>,'::': i ,, 1,,,, , ! , SPUTTER MANHOLE
'r • 1 ~`e Moro, Moore ` r!r`
rftft
, f! r 1 1 NINE* 11 1
PROPERTY LINE (TYP°)
Owen
g. 054 4
O TKT Prop 6-ties, LL C
D.B. 1201, Pg. 137
dell*3
1.) ALL STORM DRAINAGE PIPE SHALL BE
HDPE, SMOOTH WALL INTERIOR, BELL do
SPIGOT, SOIL TIGHT JOINTS UNLESS
OTHERWISE NOTED.
2•) ALL ROOF LEADERS MUST BE
DIRECTED TO THE BIORETENTION---CELL
3.) THERE ARE NO WETLANDS WITHIN
THE PROJECT AREA.
4.) SEE LANDSCAPE ARCHITECT PLANS
L6 do L7 FOR SITE DRAINAGE DESIGN.
SURVEY INFORMATION BY:
ASSOCIATED LAND SURVEYORS & PLANNERS, P.C.
P.O. BOX 578
HORSE SHOE, NC 28742
IMPERVIOUS AREAS
AREA
TOTAL
DRAINAGE
IMPERVIOUS
S IMPERVIOUS
AREA (sO
AREA (sf)
AREA
1
69,646
36,799
52.8X
LEGEND
�- -='- 1`=�'- -' - EXISTING 1' CONTOUR
2110 PROPOSED 1' CONTOUR
EXISTING STORM DRAIN
PROPOSED STORM DRAIN
- -•'- -W- - •- - - - PROPOSED UNDERDRAIN W/ CLEANOUT
i PROPOSED SPUTTER BOX
■�1 �■ DRAINAGE AREA
•••• 1 < < 1 1 ... 1 PROPOSED DRAINAGE EASEMENT
DRAINAGE AREA
F - - - -- - - - - PROPOSED SWALE OR DITCH
PROPOSED ASPHALT
F//R� PROPOSED BUILDING
PROPOSED GRAVEL
GRAPHIC SCALE
20 0 10 20 40
( IN FEET )
1 inch = 20 ft.
W
PROPOSED R.O.
FOR DRAINAGE
EASEMENT
El
•i. :.�' ..: �'.. ;.• rye w • .+.
USHighway64West
150' R/W LINE
NCDOT R/W
Wamm Q LApmv & A SS0=T= PA.
Consulting Engineers & land Planners
NC license NO: C-0658
One Town Square Blvd, Suite 320
Asheville, North Carolina 28803
[phone] • Fat [phone]
www.wgwcom
2120_ _
Approx
'~2119�
211�.
�21'Y71
?'116
_ ~~ 21
I ;,,,
Know what's below.
Call before you dig.
SEAL _
CAL
3091 = -
c7 s02
• ° a\�
FN �.x
4S �pta
9 /1 3 11111111114
v
date: ?/O1/10
job: ioiaz
drawn: TWT
F��
L' o
AV
sheet
C---M
Z��J SL I
r,'.
i - ' �ti' t �'.. .i � � �• 1- +� l' rl-.t P-1� tf t! I � � i r J �i 't�, ':{tt lil { ! r •' F � 1'
^ •�"! � . .,, ,�,� �_ d' .t:+..... .. ,. .. ,. .. .. ... .. ,.. .. .. ..tJ. 4oS., 1,. ..�r F. u. Ir f.,l., _.i¢!' Ls.ts.-i!,15,. I.lr1 .'.1

.'I' 1.:._.. .._.:_S .]S-1 si I 1: •. _.
, '.. 30. FI1r' R S1`Rtl . ..' 0 Lf01AND
1" 1I_ � OF 6 PVC/56H
ERDRAIN 0 0.50X
..................
I.,•,.... ... .
...........
PROPOSED
�`4"APPE# NOUT A
rT O /
MIS POINT QF U l DRAIN -RUN
V,. :'.'.'. �`�' •r •'•,• , .`r , , : , , . ♦ .', `•,, is .'n',',` ,'s .'.' ••. .,'�.. ,' • Y � k...
PROPOSED :::4 x4
° CONCRETE PRECAST BOX ,
(QI&RFLOW STRUCTURE)
ppl-
y41
il.•� f..l�.Ii,���� it�r r
30 LF
HDPE 0
.1 U
i'
it S,
ti EXISTING STORM
DRAIN PIPE
i
I ! ,
r:: 1
•
PROPOSED 4" CAPPED CLEANOUT AT THE END
OF UNDERDRAIN RUN
f �
r
%I
PROPOSED ,4" CAPPED CLEANOUT AT THE END f
OF UNDMRAIN RUN
i
' l
j BID—RETENTIOO CELL 21 Q4.70'
f
r
f 7j
72 LF (TOTAL) OF 6" PVC/SCH.40
SLOTTED UNDERDRAIN O 0.5OX
.�j
I
I
PROPOSED 4" CAPPED CLEANOUT AT BEND
IN UNDERDRAIN RUN
ENERGY DISSIPATING DEVICE (FOREBAY)
d50 Mix 6" RIP RAP OVER FILTER FABRIC
6" OPENING (4 SIDES)
INSTALL TRASH RACK/SCREEN ON OPENINGS TOP OF OTCB (OVERFLOW STRUCTURE)
ELEV - 2105.70' W1 MANHOLE RING AND UD PRECAST
FLUSH ELEV, - 2106.70' F
BOTTOM OF BID —RETENTION CELL ELEV = 2104.70'
r— CAPPED CLEAN OUT PIPE
OUTLET W/ FLARED
END SECTION AND OUTLET
PROTECTION
INV. ELEV. 2101.2' —7
PONDING ELEV. = 2105.70'
3�
III=III=
30 LF OF 15" -I! I=I
HDPE O 0.5DX
l =1II
=1 I +=11:................
=III '•'��.�.�:�:•.�.•:`
RIP RAP VELOCITY DISSIPATOR
INVERT OF OTCB
(INTERIOR OF BOX)
ELEV, - 2101.35"
B10—RETENTION CROSS—SECTION
NOT TO SCALE
le HIGH FILTER STONE
I
I
I
12" HDPE O l0.5OX FROM SPUTTER
12" HDPE FLARED END SECTION INV. ELEV. - 2104.78'
r— 12" HDPE O 0.50X FROM SPUTTER
STEPS, 16" ON CENTER PRECAST INTO BOX DIRECTLY
BELOW MANHOLE ACCESS AND NOT LOCATED ON SIDE
OF BOX THAT HAS AN ORIFICE OR THE OUTLET PIPE.
2.) IN —SITU SOIL MUST NOT BE COMPACTED BY
WATER TABLE EQUIPMENT.
UNDERDRAIN 3.) CELL BOTTOM SHOULD BE SCARIFIED PRIOR TO
CELL MATERIAL INSTALLATION TO PROMOTE
INFILTRATION.
CoNSTEUIl4N SEQUENCE*
1.) DO NOT ALLOW FLOW INTO BIG —RETENTION CELL UNTIL SITE
IS STABILIZED. (PAVED / GRASS)
2.) CLEAN OUT CELL IF USED AS A SEDIMENT TRAP DURING
CONSTRUCTION.
3,) INSTALL 8" LAYER OF STONE. UNDERDRAINS.
4.) INSTALL FILTER FABRIC, 4" WASHED SAND AND SOIL MEDIA.
5.) INSTALL SOD IN ENTIRE CELL.
SOIL MEQ1j&
85-88X
REQUIREMENTS (BY %"ME)
SAND
8-12X
FINES
3-5X
ORGANIC
10-30
P INDEX
PROPOSED i 2" HDPE TO BIO—RETENTION CELL
INV. OUT ELEV. =• 2105.43'
r`r- PROPOSED FLOW SPUTTER JUNCTION MANHOLE
18" HDPE FROM SITE
INV. IN ELEV. as 2105.43'
EXISTING STORM DRAINAGE 1
PIPE TO DISCHARGE l
EXISTING l
CATCH BASIN 18" HDPE FROM SITE
INV. IN ELEV = 2105.43'
EXISTING STORM 18" HDPE BYPASS TO EXISTING SYSTEM
DRAINAGE PIPE TO INV. OUT ELEV. = 2106.51'
EXISTING CATCH BASIN
FLOW 5PLIZIER JUNCTION MANHOLE,
ELAN VIEW
111 10'
TOP OF FLOW SPUTTER JUNCTION MANHOLE
W/ MANHOLE RING di: LID
ELEV. - 2110.43'
A.
a '
STANDARD STEPS. 16" ON CENTER PRECAST INTO •
MANHOLE DIRECTLY BELOW MANHOLE ACCESS AND Approvec ,...: - : •.; li11;�;�ments
NOT LOCATED ON SIDE OF BOX THAT HAS AN v01 ruouctior I:. these documents is
qulred by the stormwater pf: - pit. North Carolina
ORIFICE OR THE OUTLET PIPE. ales require that the s#armwai.�r system designer
f inspect during construction; cerify conformity with the
MOM and specs; and certify cc . ),wce wiri, t"
• 110n WalOrWIGS. (i 5A NCAC ; . ID08
PerlT* S W #i a _ Date 9 .:
hY BCG NC Division of water Quality
18" HDPE BYPASS TO EXISTING SYSTEM Sheet # c- _ Revision rate 8 r• �._
INV. OUT ELEV. = 2106.51' 4
4
"a
le HDPE TO BID —RETENTION CELL 4 16" HDPE FROM SITE
INV. OUT ELEV. — 2105.43' INV. IN ELEV. - 2105.43'
. •.4
ELQW SPLIIMR JUNCTION
MANHOLE NHOLE DETAIL
NOT TO SCALE
�.�`���1 CARp''�
s
_ SEAL _
023091
Know whafs b810W.
4 q,
Call before you d1g.
9 /I3l'p�lr�,,,l��►��'� `
Consulting 8ngineern a land Planners
IBC License W C-0558
One Torn Square Ord, suite 320
Asheville, North tirolina 2ee03
[phone] 0 Fu [phone]
tinrr.xgla.00m
f Revisions _�
date: 7/01/10
job: 10162
drawn:
z
on
q U
L
sheet
C-200
�1 � li � F 1 � •i 1 � �r r . `it �� yl��'it�i {�'�r 1�1. l t I�f iri-�.

WGLA Project Number 10162
Revisions:
8/10 DWQ Comments
OWNER Z DEVELOPER:
UCB NC PROPERTIES, INC.
125 HIGHWAY 515 EAST
BLAIRSVILLE, GA 30514
ENGINEER:
WILLIAM G. LAPSLEY AND ASSOCIATES, P.A.
ONE TOWN SQUARE BLVD., SUITE 320
ASHEVILLE, NC 28803
SURVEYOR:
ASSOCIATED LAND SURVEYORS AND PLANNERS, P.C.
P.0 BOX 578
HORSE SHOE, NC 28742
STORMWA R
UNITED
MANAGEMENT
for
COMMUNITY
ETOWAH
HENDERSON
COMMUNITY
COUNTY,
WILLIAM G LAPSLEY & A SSOCIATES P.A.
CONSULTING ENGINEERS & LAND PLANNERS
NC License No; C--0556
One Town Square Blvd.
Suite 320
Asheville, NC 28803
(828) 687-�7177 Phone
[phone] Fax
www.wgla.com
-000
NORTH
PLAN
CAROLINA
nwQ #: swiioosoi
A
LOCATION MAP
N.T.S.
Approve:.. t31C d:eLun3et}tS,
Construction, .:..;,:.:;: „w,,: • , these documents is
required by the : tormwater pt: rnit. North Caroitne
rules require that the stormwa er system designer
inspBCt during construction; cer iN conformity wkh the
Mans and specs; and certify' ray ;;iianea with the
stemwa,terrules-(15AiyCACz�j rood(i)?
r"ariSlit# s W tt6U�01 Date i Y
by �cl NC Division of WatertIfty
Sheet # lov. f Revision Data
INDEX
SHEET NO. DESCRIPTION
C--100 STORMWATER MANAGEMENT PLAN
C-101 BZO RETENTION CELL PALN VIEW AND DETAILS
is
d t2 W
3
fi�� S'•, ..
i fi V
a .r i, t t i ,I r�''i',. �,� .t ...�, ..:� :, �.. �- �.R - r', ;�;'r 4r a' ... .a!'- S`t '� .•�i ;'.1t1,�., :4-'�f�err'�i