NCC215243_Site Plan or Location Map_20210927

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H.O. MCLAMB /
D.B. 718, PG. 194
PIN: 153911-66-2409
ZONED: B-2
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/ INSTALL CHECK DAM 231
75MAX. SPACING
3' MAX. ELEV. DROP
1
Wetlands, << Channe Channel 4 >> 225
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2 CL TDD
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NO BUFFER 0
2r- DISTURBANCE > oe
w o —J �_ Skimmer Basin #1
\ 874 °4948„ t LwL < U r See basin schedule for details.
\ > m Z ¢ — 10' wide Basin Spillway.
Q See detail.
6�7 o Extend rip rap to toe of basin
936"F ¢ w slope inside and outside basin.
\ _ a extend fabric to end of spillway
ras shown.
Wetlands J
\j/ \ \ `L \1/ Skimmer Basin #2
See basin schedule for details.
18'wide Basin Spillway.
Se
N See detail.
\ o 216 Extend rip rap to toe of basin
\4/ slope inside and outside basin.
extend fabric to end of spillway
\ \ m as shown. / �� / C
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ROSSIE KEITH BAREFOOT
D.B. 1856, PG. 705
PIN:153911-65-5505
ZONED: 1-2 I
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CONSTRUCTION
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NO BUFFER \ \ S S
DISTURBANCE �24"F
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INSTALL CHECK DAM N/F
75' MAX. SPACING ;CO TRANSFERS LLC
3' MAX. ELEV. DROP
D.B. 4570, PG. 560
PIN: 153911-76-4732
ZONED: R-6
PROP.
rn 8' FIXED KNOT FENCE
I o SEE DETAIL
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PARKVIEW ASSOCIATES
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D.B. 1011, PG. 741
PIN: 153912-76-6782
ZONED: R-6
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PROP. 12' GRAVEL
1 ACCESS ROAD
J I I MIN. 6" ABC STONE
OVER COMPACTED SOIL AT 95%
l ��I STD. PROCTOR
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r n, `C ROSALINA LOPEZ GOMEZ
r - ANTONIO BAUTISTA SANCHEZ
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D.B. 5022, PG. 495
N PIN: 153911-76-3083
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I 0 N/F � Anchor fabric as shown, -
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LC C 1 " m JOSEPH VINCENT REIG see detail
W HOLLY ANN REIG
D.B. 3174, PG.593
PIN: 153911-75-3917 Upslope blanket to be
n ZONED: R-6 installed first and
extended to
� I STORAGE maximum water
1 r BUILDING elevation.
CONCRETE I I 458 SF. See depth of flow in
WASH PIT n HT.=11.5' Channel Calculations.
r
PROP.
(n ' 24' ENTRY ELKER Install fabric under Rip Rap
N D GATE i. 640 as shown above.
A PIN: 153911-75-2895r Typical both sides of channel.
ZONED: R-6 /
I /
/
I/ N/F
HOLLY TREE GROVE, LLC
/ D.B. 4862, PG. 138
50. - / /1LURB INLET / PIN: 153912-75-6684
r/ C/RB TOP= 226.L57' ZONED: R-6
G / RATE TOP= 22'S.91'
ZRBINLET
1 OUT L T /CURB TOP= 226.65'
UTF). 221GRATE TOP= 226.03'
/ I PROPOSED DRIVEWAY PIPE
AND DISSIPATOR. SEE CHART FOR
�21I DETAILS. INSTALL OUTLET PROTECTION
N RT . 21 .57' AS SHOWN.
Entrance Pipe Note:
` N SOU : 21 .60. 1. Entrance Pipe to be 21' from CL.
2. Temporarily extend entrance pipe to
/ accommodate temporary entrance radii.
v / I N/F
F S#, KIRK HOLLINGSWORTF
In z,D.99 I n R 1 �,V; prr 001
LINE AND SYMBOL LEGEND
SFO SILT FENCE OUTLET
FES cO4 OUTLET DISSIPATOR
INLET PROTECTION ( C:v FES
— CL — CL — CL — CL CLEARING LIMITS
SF — SF — SF — SF SILT FENCE
TDD - TDD - TDD - TDD TEMPORARY DIVERSION
— X — X — X — x PERIMETER FENCE
sg SILT BAG
EMERGENCY CONCRETE WASH PIT
SPIL*WAY,
ROPEIP INLET PROTECTION
SURFACE DEWATERING
DEVICESRIMMERTFOR 1 BASIN PLAN
NIMMESEE RTFORELEMATIONSAND DIMENSIONS
OUTLET
INSTALL 2' X 2' SILT FENCE OUTLET SHALL BE PROVIDED
DISSIPATOR INSTALL BAFFLES AT ALL DOWNSTREAM OF SKIMMER OUTLETS. AREA
3" STONE BASINS PER STANDARD DETAILS SHALL BE SEEDED AND JUTE MESH INSTALLED
STONE PAD: EMBANKMENT ON BASIN SLOPES UPON INSTALLATION.
INSTALL 4' X 4'
PAD, 3" STONE
EMBANKMENTT L m
W
SPILLW
LL WATER LEVEL
8" s
N BASIN BOTTOM
SEE CHART FOR
ELEVATIONS AND DIMENSIONS
BASIN SECTION
STABILIZATION TIMEFRAMES
Effective Aug. 3, 2011)
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
Perimeter dikesr swales, ditches, slopes
7 days
None
High Quality Water (HOW) Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes are 10' or less in length and are
not steeper than 2:1. 14 days are allowed.
u
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in I-ength,
All other areas with slopes flatter than 4:1
14 days
None. except for perimeters and HOW Zones.
TEMPORARY CHANNEL
Side slopes: 3:1
Bottom width: 2'
Depth: 1' min.
Normal depth of flow: See Chart
Liner: See Chart
FABRIC LINED 1
shown. See chart for
size.
2' 1' 2'
10 MIL. PLASTIC LINING
6' 2' 1' 2'
1'
f SUMP
ANCHOR PLASTIC LINER
WITH #57 STONE BERM
NOTES:
1. INSTALL CONCRETE WASHOUT PITAT LOCATION(S) SHOWN ON
PLANS.
2. LINE PIT WITH IMPERVIOUS FABRIC OR POLYETHYLENE SHEET.
ANCHOR FABRIC INTO GROUND OUTSIDE PITAS SHOWN.
3. MAXIMUM WATER AND SEDIMENT DEPTH IS 12". PIT MUST BE
EXCAVATED AND RE -LINED WHEN DEPTH OF SEDIMENT REACHES 12"
OR COMBINED WATERISEDIMENT DEPTH EXCEEDS 12" FOLLOWING
WASHOUT OF CONCRETE TRUCK.
4. ALLOW WATER TO EVAPORATE COMPLETELY PRIOR TO
EXCAVATING PIT.
5. WASHOUT PIT MAY BE LOCATED NO CLOSER THAN 50' TO DRAINS,
INLETS, OR SURFACE WATERS.
CONCRETE WASHOUT PIT
NO SCALE
Graphic Scale
60, 0' 30' 60' 120' 240'
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