NCC232035_Site Plan or Location Map (4)_20230705

KEY/ANCHOR MATERIAL AT a
TOP OF SLOPE.
A
/ / 12"MIN. SLOPE OF LOT c `N
// SPACING TYP.» SOLID SOD DISTURBED AREAS
e. < GENERAL NOTES: 6 CNI / of z
36" MIN. SPACING TYP.» // j 1. uY BUNKETS LOOSELY AND STPHE OR _� :� ai.,.,
/ Al THE SOLE IL DO NOTNSiRDCH.DIRECT CONTACT WITH
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ADDITIONAL REQUIREMENTS THAT MUST BE
Fly
MET �� N
/-// OVERLAP SILTATION FENCE \ / ry - °� E
I 3 SLOPE SURFACE SHALL BE FREE OF O
/ IN SLICE MAT/BLANKETSNI CLODS,
GOOD SOIL W LLJ m Li
DIVERSION SWALE DETAIL
4. THE DETAIL SHOWN IS FOR SLOPE MATTING A O
(/ WHERE SLOPE IS GREATER THAN 31. FOR C)
/ / / LESSER SLOPES,HYOROSEEOING OR SOOT NOT TO SCALE 1)
BODING MAY BE USED.
/ III// WATER TABLE
gill
TYP. LOT EROSION CONTROL
\_ NON-WOVEN GEOTEXTILE FILTER CLOTH
FABRIC 4'ABOVE SOURCE WATER. LE TOT GO AS
DIKE v\ NOT TO SCALE I
MOLDS 3 1 NOT REQUIRED IF
RAP
FILT WASHED ER HER
STONEMIN IS LOCATED DOWNSTREAM
OP PIPE 4 PIPE RIP(MOLDS 30.12) MOLDS t0,1)D(VOLUME PER Z
1.s'MI �� SEDIMENT PIT Q
KEY/ANCHOR MATERIAL TO TOE OF SLOPE. FLExsLE PIPE ` 0- EC
TIE DOWN,D MAX.SPACING n`1 1�^"�• Q
TIE DOWN AT END F� ELJ 0-
SLOPE I
NOGAMATTING DETAIL (MIN). DMJAETER(D \����\Y ,< �, t ~' ���. �_ _ 9 z:� �/•
Z
*AT LESS THAN 1R SLOPE RP RaP AP �_ � Af >-
#5 WASHED STONE 1 .440 p H }
EXTEND i0 EDGE OF DISTURBANCE z
CONSTRUCTION SPECIFICATIONS: 7" - 0
CONSTRUCTION I D
1. THE TOP OF THE EARTH DIKE OVER THE INLET PIPE AND THOSE 4. THE SOIL AROUND AND UNDER THE INLET PIPE AND ENTRANCE Z o
DIKES CARRYING WATER TO THE PIPE SHALL BE AT LEAST 1.5 FEET SECTION SHALL BE HAND TAMPED IN 4"LIFTS TO THE TOP OF Y
HIGHER AT ALL POINTS THAN THE TOP OF THE INLET PIPE. THE EARTH DIKE. ENTRANCE/EXIT\ cQ (_)
2. THE PIPE SHALL BE FLEXIBLE WITH WATER TIGHT CONNECTING 5. FOLLOW-UP INSPECTION AND ANY NEEDED MAINTENANCE SHALL \\ EXISTING ROAD L
��T 8' •
MAX. BANDS. FLEXIBLE PIPE SHOULD BE STAKED ON EITHER SIDE. BE PERFORMED AFTER EACH STORM BY THE FINANCIALLY RESPONSIBLE -
STEEL 4� - STEEL POST 3. A RIP RAP APRON SHALL BE PROVIDED AT THE OUTLET,IF PARTY OR HIS AGENT.
WIRE FE,- WIRE FENCING EMPTYING INTO A DISTURBED AREA. 6. OUTLET PIPE SHOULD BE TAKEN OVER OR THROUGH ANY SET FENCE. OW" ."•. -
FILTER FABRIC TAKING CARE NOT TO VOID THE EFFECTIVENESS OF THE SILT FENCE. a :1-Ir
-iee � M a O'�le�i, 304.. � �_� ^dIL IIdIL 11 _L� -
MIN. 12" WIDE
WOVEN FILTE .,. v F. 4 A TO"'44.A® 4® FLOW
At AIq le .skew .i
`E®TT-71 =III II iIIWIF� .T II �,� ;W ,`� LOPE CONSTRUCTION ENTRANCE/EXIT J
1-1 11 I l HI�1 111E11111111 1"1 11-=11111111 i 11111111111111 I I 1 11 1 111 1111111 I CO
2 �� ��� SLOPE DRAIN DETAIL z 0
11 III III III 1 II 11 II 116111 III )ll 11 II 11 II PERSPECTIVE VIEW
loll-III III II III II=�II II-IILll III III III-II=�II II-1 -II�III ANCHOR SKIRT; NOT TO SCALE 0 J
T .111 �= - 11Ilmll T'__ _ EXCAVATE /1/ _
TRENCH AND LI_
BACKFILL WITH PURPOSE: V J rr/^� H Q
GENERAL NOTES: STONE CONSTRUCTION ENTRANCES PROVIDE AN AREA WHERE MUD CAN BE REMOVED 0 Z (-
FROM VEHICLE TIRES BEFORE THEY ENTER A PUBLIC ROAD. THE MOTION 0 LLI
1.FILTER FABRIC FENCE SHALL BE A MINIMUM OF 32" IN WIDTH AND OF THE VEHICLE AS IT MOVES OVER THE GRAVEL CONSTRUCTION12
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12"STAY SPACING. MATERIAL DISLODGES CAKED MUD. LLI f , '-
10' TURNING RADIUS lJ
2.WOVEN FILTER FABRIC BE USED WHERE SILT FENCE IS TO REMAIN LIMITATIONS: INIMU
FOR A PERIOD OF MORE THAN 30 DAYS. THE ACTION OF THE VEHICLETHE GRAVEL PAD IS NOT SUFFICIENTMAINTENANCE NOTES: TO DISLODGET
MUD,THEN THESTIRES MUST BE WASHED BEFORE THE
VEHICLE LEAVES THE SITE.
3.STEEL POSTS SHALL BE 5'-0" IN HEIGHT AND BE OF THE 1. FILTER BARRIERS SHALL BE INSPECTED BY THE RESPONSIBLE EXISTING ROAD
SELF-FASTENER ANGLE STEEL TYPE. MATERIALS: WIDTH AS REQUIRED
PARTY OR HIS AGENT IMMEDIATELY AFTER EACH RAINFALL AND GRAVEL, 1.5"-3.5" (MIN.) IN DIAMETER, IS USED.
AT LEAST DAILY DURING PROLONGED RAINFALL. ANY REPAIRS a
4.WIRE FENCING SHALL BE AT LEAST #10 GAGE WITH A MINIMUM OF 6 #5 WASHED STONE fµ`t, E
NEEDED SHALL BE MADE IMMEDIATELY. FCpW CLASS I RIP RAP INSTALLATION: 10'
LINE WIRES WITH 6"STAY SPACING. i' MIN.THICK x 2' HIGH (MIN) �_ //eE
2. SHOULD THE FABRIC DECOMPOSE OR BECOME INEFFECTIVE / GRAVEL LAYER SHOULD BE AT LEAST 6"THICK. THE PAD SHOULD BE NI MI`'1Y,® a u
AT LEAST 50' LONG. WIDTH SHOULD BE APPROPRIATE TO VEHICLE SIZE. F
5.TURN SILT FENCE UP SLOPE AT ENDS. PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THE / MINIMUM B !
BARRIER STILL IS NECESSARY,THE FABRIC SHALL BE •p°a3 'C ✓i •i17,• ai)W i,
6.WIRE AND WASHED STONE IS REQUIRED TO BE SHOWN ON PLANS AT REPLACED PROMPTLY "a - `4 �g�r: � I
THE TOE OF SLOPES GREATER THAN 10 FEET VERTICAL (2:1 SLOPE) „T-- - "`n - DO EHLE
3. SEDIMENT DEPOSITS SHOULD BE REMOVED WHEN DEPOSITS '' -4,.....,-,'}- 36" PIPE DIAMETER MAX.7.ORANGE SAFETY FENCE IS REQUIRED AT BACK OF SILT FENCE WHEN REACH HALF THE HEIGHT OF THE BARRIER. ANY SEDIMENT •
„• Revisions
GRADING IS ADJACENT TO SWIM BUFFERS, STREAMS OR WETLANDS **•L" 1 .1t Yn:.'%z1
DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE IS _ Y- � PLAN VIEW Date Description
(REFER TO SWIM BUFFER GUIDELINES). THE COLOR ORANGE IS REMOVED SHALL BE DRESSED TO CONFORM TO THE EXISTING
RESERVED FOR VISUAL IDENTIFICATION OF ENVIRONMENTALLY GRADE, PREPARED AND SEEDED.
SENSITIVE AREAS. F\o`6
8.DRAINAGE AREA CAN NOT BE GREATER THAN 1/4 ACRE PER 100 FT PERSPECTIVE VIEW
OF FENCE.
Designed By
9.SLOPE LENGTHS CAN NOT EXCEED CRITERIA SHOWN IN TABLE 6.62A D P J
NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND 6" (MIN.) LAYER OF 1.5"-3.5" Drawn By.
DESIGN MANUAL. #5 WASHED STONE AGGREGATE \ 109.'MINIMUM DPJ
CLASS I RIP RAP (DOT #1)
10. DO NOT INSTALL SEDIMENT FENCE ACROSS STREAMS, DITCHES, .."-3' EXISTING ROAD Checked By.
y"IN� FINISHED GRADE �� DPJ
WATERWAYS OR OTHER AREAS OF CONCENTRATED FLOW. F<p\_ _ _
1TAk11 Jab No.:190015
GEOTEXTILE FIBER EARTH FILL�� Date:
--------------------\
2' 77, 12' MIN. CLASS 'C' OR BETTER PIPE AS NECESSARY
SILTATION FENCE DETAIL - - -
NOT TO SCALE GENERAL NOTES: PIPE
Scale:
1. GRAVEL AND RIP RAP FILTER BERMS SHOULD BE USED TO PROTECT EXISTING SECTION VIEW AS SHOWN
PIPE INVERTS THAT DRAIN 5 ACRES OR LESS. SECTION Sheet No.:
2. MAY BE USED AT PIPES WITH MAXIMUM DIAMETER OF 36". C-8
3. THIS PIPE INLET PROTECTION SHALL BE INSTALL AT THE UPSTREAM END OF ALL PIPE PROTECTION BERM CONSTRUCTION ENTRANCE/EXIT
NEW PIPES AND SHALL BE REMOVED AFTER STABILIZATION IS ACCOMPLISHED. NOT TO SCALE NOT TO SCALE 8 OF 10