20190651 Ver 1_Site Plan Drawings 5-14-19_20190514

VICINITY MAP HYDROLOGY LEGEND
N
JURISDICTIONAL TRIBUTARY _ ISOLATED WETLAND
(STREAMS) W-5: 0.3 ac Pocosin
JURISDICTIONAL WoUS 1 m I i
RR x ,ry
SITE LOCATION IV:g,S ,
NON -JURISDICTIONAL DITCH
k \ cffff// c
i O
f
- --� ISOLATED WETLAND
Basin o , "r
SCALE 1" = 1o,Uo0' y
-- - EXISTING OVERHEAD
ELECTRICAL TRANSMISSION
LINES (TYP.)
JURISDICTIONAL
WETLAND (TYP.)
ISOLATED WETLAND
W-7: 0.3 ac Pocosin
ARRAY
AREA (TYP.)
w A Lt
ARRAY
AREA (TYP) `
IMPACT NO. 5
l DITCH 1 WETLAND
(SEE SHEET EX106)
i
t k i
IMPACT NO. 1
STREAM / DITCH
(SEE SHEET EX102)
(SEE SHEET EX107)
e
IMPACT NO, 2
U ro co
J o C,
STREAM/WETLAND
j o N o
z
(SEE SHEET EX103)
Co z
Ili
J(/)
W m Z
O
Lu ¢ LU
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LLJZ F Z
00
V,/^ PafIn
U J
) zR
W
30' JURISDICTIONAL
U) Q
STREAM OFFSET (TYP.)
Lij
p Q
w
IMPACT NO, 3
^ rn
}L��
Z
STREAM /WETLAND 1 DITCH
(SEE SHEET EX104)
W
\
o_
W
LU
IMPACT LEGEND
EXISTING CONDITIONS
*F - BUILDING SETBACK — —
OVERHEAD ELECTRICAL
MAJOR CONTOUR
MINOR CONTOUR
f PROPERTY BOUNDARY — — —
PROPERTY (ADJOINER)
RIGHT-OF-WAY
STREET CENTERLINE -
TREELINE
TOP OF BANK
JURISDICTIONAL WETLAND J
1
GRAPHIC SCALE
I
a Soo 1.Dan
I�
Clam*Mdi# 1" = 1,000'
PROPOSED CONDITIONS
OVERHEAD ELECTRICAL OHE —
EASEMENT/BUFFER OFFSET L
GRAVEL ACCESS ROAD
TREELINE .(-YY-Y-Y1
LU
Q
O
z
z
V
0 �D_ON
U
0 -10Qz
O
Q wWm0
0- IXOLUJ=
} O w Of
QOD(tO
Q mNQZ
j 2
0
DRAWN WRB
CHECK: KPB
DATE: 5110/11
EX101

Jurisdictional RPW (Non-Stream) This Side of Road
IMPACT O1: 0.01 ac total
(includes both permanent
and temporary impacts)
Intermittent Stream This Side of Road
IMPACT S3 (TEMP)
IMPACT S2 (TEMP)
IMPACT S1 (PERM)
6 LF CULVERT
IMPACT S1
IMPACT S2
IMPACT S3
IMPACT O1
(S1)
IMPACT S6 (TEMP)
IMPACT S5 (TEMP)
IMPACT S4 (PERMANENT)
IMPACT S5 (TEMP)
IMPACT S6 (TEMP)
IMPACT W1 (PERM)
IMPACT S4
IMPACT S5
IMPACT S6
IMPACT W1
IMPACT O2: 0.01 acre total
(Includes both permanent and
temporary impacts)
IMPACT W2 (PERM)
IMPACT S8 (TEMP)
IMPACT S7 (TEMP)
Intermittent Stream This Side of RoadJurisdictional RPW (Non-Stream) This Side of Road
IMPACT S7
IMPACT S8
IMPACT W2
IMPACT O2
(REPLACE)
20 LF
IMPACT O3: 0.1 acre total
IMPACT O3
IMPACT O4: 0.1 acre total
IMPACT W3 (PERM)
IMPACT O4
IMPACT W3
IMPACT O5: 0.01 acre total
IMPACT O5
IMPACT W4
IMPACT W4 (PERM)
20'
�- TEMPORARY
Alk
IMPERVIOUS DIKE - LOCATION J
VARIES (TYP.)(SEE NOTE)
OUTLET PROTECTION (SEE
LOCATION DETAILS FOR SIZE)
LF - VARIES (PERMANENT IMPACT)
5'NIIN 14'OR20' VMIN 10' 20'
VARIES
A (MIN.) TEMPORARY
1' THICK CLASS "B" RIP RAP
SIDE SLOPE ARMORING WITH
NON -WOVEN TYPE 2 GEOTEXTILE
1.5:1 MAX - -3 � � '- 1 5'1 MAX
i� CLASS IV RCP OR BOX CULVERT \\
�11 (SIZE/LENGTH VARIES) — — — —� _ \
NOTE:
IMPERVIOUS DIKE TO BE CONSTRUCTED WITH STONE
ENCAPSULA-ED WITH IMPERVIOUS GEOTEXTILE OR
ENGINEER AIPROVED EQUAL)
ENERGY OtSSIPAI]ON
DE'4MATERIN3 DEVICE
"OTE:
ENSURE TOANCMORALL
PUMPS AND PIPES SECURELY.
CRUSHED ABC STONE BEDDING 0 0 0 0 Cp O o i
FOR ELECTRICAL CONDUITS A
DC AND MVCROSSING 3" (MIN.)
UNDER PIPE BEDDING (TYP.)
14.5' (MAX.)
VARIES \
t
PLACEMENT OF BOX CULVERT MUST BE BELOW
ELEVATION OF THE STREAMBED 1' (M IN.)
PLACEMENT OF RCP MUST BE BELOW ELEVATION
OF THE STREAMBED BY 205% OF THE RCP DIAMETER
STONE BEDDING D0124 (MIN.)
NOT LESS THAN 3"
12" (MIN.) TO CAUTION -APE
PLACED OVER CONDUIT (TYP.)
STREAM/DITCH CROSSING IMPACT (ACCESS ROAD
( NOT TO SCALE)
MANAGING THE WATERCOURSE. -
BYPASS PUMPING
IMPERWOUS DIKE
FLCSyy>~_
DISCHARGE HOSE
PiI1611'riCA_YP
— TOP OF BMIK
IMPERVIOUS DIKE
WORK AREA
FINISHEDGRADE
COMPACTED EARTHFILL
(6" LIFTS MAX)
y
w NON -WOVEN TYPE 2 -
GEOTEXTILE
TOE OF EXISTING
DITCH ISTREAM
(D) CLASS N
RCP (TYP.)
r 12" MIN. COVER
EXISTING GRADE (EYP.) (STRIP AND
REMOVE TOPSOIL ANDIOR ORGANICS
FROM CONSTRUCTION AREA)
'y �/' INVERT OF CULVERT MUST BE INSTALLED
+ / r LOWER (20% OF THE CULVERT DIA) THE
i EXISTING STREAMBED OR DITCH
�j ,�
PLACE GEOTEXTILE FABRIC
AND 3" TO 6" OF ABC IN BOTTOM 1' (MIN.) -- 12" MIN. COVER
BEFORE INSTALLING CULVERT I (TYP)
VARIES -�
6" DC AND OR MV Tj
CONDUIT CROSSING ` 3" (MIN.)
CLASS IV RCP CROSS SECTION
FINISHED GRADE
COMPACTED EARTHFILL
��. (8" LIFTS MAX)
w NON -WOVEN TYPE2
a GEOTEXTILE
i TOE OF EXISTING
STREAM \
I NOT TO SCALE)
12" MIN, COVER
OR 8' -4-
v
TYPE 1 BOX
CULVERT (TYP.)
EXISTING GRADE (TYP.) (STRIP
AND REMOVE TOFSOIL AND/OR
ORGANICS FROM
CONSTRUCTION AREA)
INVERT OF CULVERT MUST BE
INSTALLED 1' BELOW(MIN.) THE
PLACE GEOTEXTILE FABRIC 3" (MIN.) EXISTING STREAMBED OR DITCH
c
AND 1" (MIN.) OF ABC IN BOTTOM
BEFORE INSTALLING CULVERT TT
.. .. ` 12" MIN. COVER
6" DC AND OR MV VARIES
CONDUIT CROSSING
BOX CULVERT CROSS SECTION A—A
(NOT TO SCALE)
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73
DATE: 1 5/10119
EX109