20130777_Design Plans_20141029

SITE*)
e,
VICINITY MAP (NTS)
REQUIRED APPROVALS DATE
I CONTRACTOR I
I OWNER I
I NCDOT REPRESENTATIVE I
NCDOT LEVEL 3 A #383 AND B #369 - JUSTIN CHURCH, PE
CITY/TOWN: GLADE VALLEY, NC
Lu
LLJ
T-
U)
PRICE WASTE SITE Cf
0
0
USGS MAP (NTS)
1.24,000 (GLADE VALLEY QUAD)
PROPERTY OWNER:
NORMA & PATRICK PRICE
26 ZEPHYR DR.
ASHEVILLE, NC 28806
PROPERTY ADDRESS:
645 STOKER RD.
PARCEL ID: 3999937139
DEED BOOK/PAGE: 301149
CONTRACT #: C203386
WBS ELEMENT #: 37044.3FRI
ENGINEER:
BLUE RIDGE ENVIRONMENTAL
CONSULTANTS, PA
1305 SOUTH COLLEGIATE DRIVE
WILKESBORO, NC 28697
LICENSE # C-3448
NORTH CAROLINA COUNTY MAP
(ALLEGHANY COUNTY)
SHEET INDEX:
CS
COVER SHEET
Cl
EROSION CONTROL PLAN
C2
AERIAL PLAN
C3.1
CROSS SECTION #1 PROFILE
C3.2
CROSS SECTION #2 PROFILE
Dl
DETAILS
D2
DETAILS
oz
CO
oz
Eb BY: X�7VRCH
ws (H)
01) 1
SITE COORDINATES: LATITUDE =36.460473* N LONGITUDE =-81.038088'W I F" cs

CONTRACTOR PRIOR TO INSPECTION BY NCDOT.
TEMPORARY SILT- PROPERTY OWNER:
PROPERTY CORNERS
CORNER
LATITUDE
LONGITUDE
77
hLOTES:
t No BORROW OR DISTURBANCE WILL OCCUR WITHIN 19 OF PROPERTY BOUNDARIES,
-81.037569 W
2
36.450738 N
-81.041793 W
3
38.481891 N
- 81.044689 W
2,
ALL BRUSH TO BE STORED ON SITE WILL NOT BE COVERED WITH SOIL MATERIAL.
A
777
�7 �7-
777-7-7
3.
BRUSH MAY BE, BURNED RITH PROPER PERMIT), GROUND INTO MULCH, OR LEFT TO
0
v
TREES NOT
DECOMPOSE IN A NATURAL STATE.
ry
',�WN�j. _001UN 24 MAT& J. PATRICI PRIQ�
\BE�DISTURBED
-900--"
ELOSM
'I
MTROL NOTES
STAGE SEEDING SHALL BE IMPLEMENTED PER NCDOT STANDARDS AND AT THE
z
0
PARG 30993)439','
A,"
DIRECTION OF NCDOT JNSPECTORS AND STAFF.
ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED PER NCDOT STANDARDS
z
2
0
CONSTRUCTION ENTRANC&
1
AND AT THE DIRECTION OF NCDOT WSPECTORSAND STAFF.
FOR Ic s KDO
TEWORARY 8, PERIVIAMW SEEDING SCIF ATIO S SEE T CONTRACT,
0
0
-WWT DET. 1607.01
4,
THE SITE LIMITS AND EROSION CONTROL MEASURES WILL BE FLAGGED BY THE
CONTRACTOR PRIOR TO INSPECTION BY NCDOT.
TEMPORARY SILT- PROPERTY OWNER:
PROPERTY CORNERS
CORNER
LATITUDE
LONGITUDE
1
36.459444 N
-81.037569 W
2
36.450738 N
-81.041793 W
3
38.481891 N
- 81.044689 W
6 ,RING,. DOT PET� 1607 14. L�,, 36'
44'W X 2� 3!V­"
NU
Ll
V - 10;272 ft
3
I -_ \A'
A
16. T 3 dqs
... .......
IJR
7. 424 ft Id
V@ 2 WT.".= 3,
l(NOCIOM, OR_I
ANC
�4_
N
sa*s:
VELO
8� 0.35L f0�35KI34 46 ft
79 ft
b. 82 + 0.25L 46 + (0.25)f 132)
T F�TEN&
bu txt
V a B, 152 0.25L 79 + (0.25)(132) -112 ft
-SEE
REA
413-
9APETY kNC8 ALONG
STR M BUFFER
'low
e—,
A�
&t
fn J
0 ;>
Z
w w
Lu
m
- 'N
0
0.
zia
LD
0
omo
>1
1 " -1w
cl

m
r—
m
FD
CROSS SECTiO"2 PROFILA
STATION
RIGKTS
NOTE: SLOPE NOT TO EXCEED 2.0:1
PA
0
z
g - 4- M
-0 C?
;z � W
0-
'x z
I
W
00
0
0
o
2
0 Z
om
1:=w
C3.2
uj
-i
PROPERTYOMEk-
Ll-
0
tWR—MA & PATRICK PRICE
26 ZEPHYR DR.
cli
ASHEVILLE, NC 28806
0
PROPERTY ADDRESS:
645 STOKER RD.
LLJ
CO
PARCEL [D: 3999937139
U)
ct)
0
DEED 22.OKtPAGE. 301149
0�
L—Q
CONTRACT #. C2O3366
�SELEMENT #,. 3704.3FR1
CROSS SECTiO"2 PROFILA
STATION
RIGKTS
NOTE: SLOPE NOT TO EXCEED 2.0:1
PA
0
z
g - 4- M
-0 C?
;z � W
0-
'x z
I
W
00
0
0
o
2
0 Z
om
1:=w
C3.2

S' MAX. WITH SPIRE �m�
(S' MAX. WITHOUT WIRE) }
- MIDDLE AND VERTICAL WIRES
SHALL SE 12% GAUGE MIN.
TOP AND I
SHALL BE
i
1—
WIRE -
DU S0100 OF
FILTRATION GEOTEXTI
POPE
DES
TAP Sum
onawto1N
11a1'M YM06
IN Oat
In-L OWTtTM
@Olt AM RMS
USE WIRE A MINIMUM OF 32"
PIPE am
IN WIDTH AND WITH A MINIMUM FILTRAT
aleff
OF a LINE WIRES WITH 12" STAY
@
SPACING.
-4
USE FILTRATION GEOTEXTILE
.q
A MINIMUM OF 36" IN WIDTH AND
E
FASTEN ADEQUATELY TO THE WIRE
A
AS DIRECTED.
Al �
PROVIDE 6` -0" STEEL POST OF
10, Y08
ro1-
THE SELF- FASTENER ANGLE STEEL
N.C.
TYPE.
r-0'
FOR MECHANICAL SLICING METHOD
Y -a•
INSTALLATION, GEOTEXTILE SHALT.
1 r-o•
BE A MAXIMUM OF 18" ABOVE GROUND
r -o
SURFACE.
O.ls7
1,.011 1
a .
24" MAX.
(i6" MIN'.)
EXTENSION Of GEOTEXTILE AND
WIRE INTO TRENCH
0
U
fi.
�.i
M
CT.. O
b-p. +y03
list';
H©y..
NOTES
ca 4
6 EXCAVATE TEMPORARY SILT DITCH WITH NON - VERTICAL SIDE SLOPES AND NOT 7s o
>m4 GREATER THAN 1.6:1 SLOPE. z F M
SEED BERM CREATED BY EXCAVATED MATERIAL AS DIRECTED.
j1A EXCAVATED MATERIAL
FILL SLOPE
Gi
CIO VAR.
sa 2' TO
.c ft
� VAR.
Tff
CROSS SECTIONAL VIEW
1630.0 1630.0
P4
n�
L
pq
M
A10m K
NOTES Bill,
'!. PROVIDE TURNING RADIUS SUFFICIENT TO ACCOMMODATE LARGE
TRUCKS, e x
2. LOCATE ENTRAiNCEE $ TO PROVIDE FOR UTILIZATION a77Yt
BY ALL CONSTRUCTION VEHICLES. £
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS,
ft PERIODIC TOPORESSING WITH STORE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST SE
CLEANED UP .
r� 5. LOCATE GRAVEL CONSISTETRUCTION ENTRANCE AT ALL POINTS OF
f INGRESS AND EGRESS UNTIL SITE IS STABILIZED, PROVIDE
f FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE.
S. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO w
t� 4 aS DETERMINED BY THE ENGINEER.
�G 7. USE CLASS W STONE OR OTHER COARSE AGGREGATE APPROVED ¢
fRl eSj BY THE ENGINEER.
S. INSTALL CONSTRUCTION ENTRANCES IN A WAY TO PREVENT VEHICLES �.
FROM BYPASSING CONSTRUCTION ENTRANCE LEAVING PROJECT SITE. W
i! \
J
mi
t3�S
NOTE: PLACE FILTRATION GEOTEXTILE BENEATH STONE
Y , Tr w
E46i k, . �
08WAIL a07M,
814 m ALL wwom 00■NEM t'.
USE =A" 'r 0011 W9 TtlR0M=.
otTmw�rlgt . sOMOLtn9lO Paa9 M r sv aEY04T oe
n ■M at la t�ItsB1a N ■i■rsr Tir tat3rt�et.
USE Fsmlr 70 00118 am M 901710 am.
IP REixF04 6 Oq■am'f! PIPS Ii E@T HI' MsE 'Mlm 009(.
At6 'Fa a4a! Aa WOtx 10 aT4r1Mr m0. a4R.eo,
is o a s o■ ww°O of mlai i im I. WU. an"
ww in 87180. . msra, 11A1 m aaalomyyl� nam To A I, a�lati I IAII�TIJ VAal I
cm r.".0 @Fe1lmm l.10t• NN.1
ir
�kTl!lTi! TtTf W Wgll T0► aP OOrTOR @W T@ T@►
9�
et>�ralar /ur a9w■YItIR@ Pe■ ao■mulm
,■rang tlkla
DU S0100 OF
601E Air
POPE
WISFOWOM
TAP Sum
onawto1N
11a1'M YM06
IN Oat
In-L OWTtTM
@Olt AM RMS
09NXTU m 1oa
FIE C@.m.
PIPE am
lu m
aleff
am W
@
A
■
N
to.
1aN0'M
E
! !
7V
w
w"m
sw
ww
aF ar.
W'.
rs11
10, Y08
ro1-
O.a,
N.C.
1a�
r-0'
r -r
Y -a•
18
1 r-o•
I r -01
r -o
a,"?
O.ls7
@Mm
a .
O,M
0,010
11.424
IS.
r-0•
r -r
r -r
to
a -r
s'•r
m'•r
0.1@
0.10
o.aat
Ys.
o.m
6.02s
10.08
tr
r -r
r.
r -O'
H
r -a•
r4•
e-e
@.$EP
O.aEr
a.0ta
so
I'm
O.m
0.0"
at•
r -r
r -r
r -r :
to
r-r
s' -tr
r-D•
@.aaa
0.2"
0.9es
40
t.;4
0.060
—
ar'
r-r
s'. -r
r -r
fs
4' -r
77
r-o!
8.878
e.375
@.Ras
If
t.aa@
O.GK
o.1aP
w
4••r
+ -r
4 " -r
ao
s' -r
r -r
a.4a'
o.ue
8.841
6 +sa
o.1»
4e .
4•-s'
4• -a•
C -r
as
r.r
W-r
" r-a•
O.M
0.5001
0.370
77.
9.00
0.100
0.24
M`
IV
r -4'
r -0°
"
r.r
r-4'
_. C -r
0.348.
O.I4a
0.407
III
1.1m
Cno
0.817
"
r -T•
r -to,
r -1r
0.sa0
"'vo
0.444
126
4.20
1 @.m7
0.401
ov
r-■•
6• -r
r•r -
so
r -r
r -s°
r•r
1:008
t.o4a::
1 0.4811
145
i.m
I 0.9sr
o.4K:
s0'
ra•
Y -t'
r-s'
am
z'. -tr
rw' :.
: r -s•
t.ttt@
1.816
a@ts
1a
6.017
0.444
0,00
U.m~
� Q
t IL
axis x
x
U)
W
0
z
0
E2
a
0
a
a
z a
05
CJ W
Z
Z Z
g z w >
Z z o
O a z <m
Z z J �N
W w W oz
a z r
tr z
w
m
h
ti
s
3 Oz
a
p Z3z
0 oc�o
w y=
a °z�w
"BY..
VAVILKS'
f..� J.CHURCH:
rNTS {H}
M
:�HEET:
D1

SKIMMED BASIN WITH BAFFLES DETAIL
STFE, Rs's OLXNI,-f vSR-,F - a"d�4Ai.t..@ SSTZ& vv'')
€9. " ".li tiff 3m »:FN
��£'£
+ssEs2ot.
v t v,
)�-! 2eny wL c4 s'ig @3k S
rs�rttr .
sus
s:aa ra .s-p sr.sr.J
K.A£vr„t CF '5N7;.l.vyb .0 'mss- a j
j a � FdR
41,'u)�? 'ta• ai> iTA S Lt4 per,
ml
a
m ?iEEaE Ia
wu dp dti AgYv'„��.i 'tpt. BA'"k,T:k7 1 A55` €iEiz f«Pra g
.t >r A, T".
x�$ Co R �i
2
!. 3EEti AND MAt:£' NATTI?!GR F FWBSaiii# RUNTA6L at#TElti10li AND EXTI:f#a0R SIa#1?S1.OtES. w;
. LaMaT EAPltii ba3€E 4tEI€95iT TD 5 FT..
S. £N DEPTH €iF 3 PT. TtY& 66akJIfRAf BASIN YtIDTH LOLL' 9 E7.
4, DETENE iidCY $PIL�%AY LLNSTN (f T, tt$INB 910.eF�ftE Ktas BLOW RATE KCFSy INTO 6AS£N.
B. S9£tT3�ABiES2AT££DC3t��'f' CtILFd}}�: �V.�Si aBLY':DNAk.I. PBTRA:YrittTEX4ILE A$ DIAEGaE+�.
£ ram Dt< xAre�aAL DR #sV€I4LaPa to £N. tl�a #.> �- t� S��
DRAPE BAFFLE MATERIAL OVER WIRE STRAND
AND SECURE WITH PLASTID TIES AT POSTE
AND ON WIRE EVERY 12"
9 GAUGE MIN HIGH
TENSION WIRE STRAND
SHALL BE SECURED
TO POST TO SUPPORT 31
BAFFLE MATERIAL i
r
m BAFFLE MATERIAL —^
cf
M ;
14 WTO
1. INSTALL THREE(3) COIR FIBER
BAFFLES IN SILT BASINS AND SEDIMENT
° DAMS AT DRAINAGE OUTLETS WITH A
SPACING OF 14 THE BASIN LENGTH.
� e-r
m 2. TWO(2) COIR FIBER BAFFLES CAN BE
INSTALLED IN SILT BASINS AND DAMS
LESS THAN 29 FT. IN LENGTH WITH A
SPACING OF 113 THE BASIN LENGTH.
3. TOP HEIGHT OF COIR FIBER BAFFLES
SHALL NOT BE BELOW BASE OF EMERGENCY
"SPILLWAY ELEVATION.
1640,01
SENSITIVE AREA PROTECTION
FENCE MATERIAL:
ORANGE, UV RESISTANT
HIGH TENSILE STRENGTH
POLYETHYLENE LAMINAR
. y
LAWS,
BAFFLE MATERIAL SHALL BE SECURER
TO THE BOTTOM AND SIDES OF BASIN
USING 12" LANDSCAPE STAPLES
J
12.
Q
x
U.
o
Q U
Lu
Q
Q
Lu
W
LLI
U
Lll
Lu
m
F-
U)
z
J
W
Q
U
0
0
�t
�. <
a
z
-
a
c�
z
w z
� w -
z z o
O 9 w
z
Lu w o�
to
z F m
W w
tY]
w
w ` x
00
U �N�
a
Z 3 Z
o OV * p
4 8.w
z � w
t14fU372ftt4
064PiS�L! }.
V.Wp;KS{
ICHURCH
CALE:
NTS (H)
m
D2