NCC222405_Site Plan or Location Map_20220701

FILTER OF I INCH DIAMETER
f 57 WASHED STONE--�
mom.
SILT FENCE FABRIC TO CVERLAP
HARDWARE CLOTH BY 12 INCHES
0
STEEL FENCE POST
WK FENCE
SILT FENCE FABRIC
HARDWARE CLOTH
STEEL FENCE POST
ON WARE FENCE
ON WIRE FENCE
HARDWARE CLOTH
PLAN VIEW
Nam.
FILTER OF 1 INCH DIAMETER
USE SILT FENCE CIVLLTS ONLY WHEN
�' 57 WASHED STONE
DRAINAGE AREA DOES H07 EXCEED 1/4
ACRE AND THERE IS A LOW AREA. USE
FLOW DIRECTION
16"
AS A REPAIR OF SILT FENCE FAILURES.
GRADE
STEEL FENCE POST SET
HARDWARE CLOTH
IAAXIMUM 2 FEET ARAR
WIRE FENCE
II
6"
w
II
SIDE VIEW
u
SILT FENCE
FABRIC,
L ,,.
.I u NOTE: LI
BURY WIRE FENCE. HARDWARE CLOTH,
�Jv FFRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
CHATHAAL COUNTY
%OMFN C.4-LINR
DET_i Nv =
STANDARD SILT FENCE OUTLET 2018-014
7-777777777 SHEET I of I
8'-0' MAKIMUM
VARIABLE AS DIRECTED BY THE ENGINEER �ST£EL POST
MINIMUM IN?AS.10 .H4s.>a- E•.a�%• :•s :IIwa`41�11
t GAUGE 11�0�+�4�?�O �,t+L�Scd�liP�T'i
NOTES
1) USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES
o
NOT EYCEEC 114 ACRE PER IOC Ft. OF FENCE AND
NEVLR IN AREAS C1 CUNCENTRATED FLOW,
a
2) OVERLAP 12 INCHES WHEN SPLICING FABRIC.
y
3) FOR REPAIR OF SILT FENCE FAILURES USE
DETAIL 04000.23.
CHATHhwS COUNTY
iv
SIDE VIEW
- POST
'EN WIRE FABRIC
T FENCE FABRIC
COMPACTED FILL
6" MINIMUM COVER OVER SHIRT
CHDR SKIRT AS DIRECTED BY ENGINEER
STANDARD SILT FENCE
201"L3
SHFET I of I
BERRY
PATCH LN
HIGH
RIDGELNBRADY
A
MILL
HAPELRIDGE
aS
LID
o
0HICKORY
US
TY MAP (N.T
MINIMUM BUILDING SETBACKS
FRONT YARD
40'
SIDE YARD
10'
REAR YARD (TYP.)
30'
-IF ADJ. TO BUFFER
OR CONSERVATION ESMT
20'
-IF ADJ. TO GOLF COURSE
40'
LEGEND:
R/W = RIGHT OF WAY
CA = CENTER LINE
❑T = TELEPHONE PEDESTAL
EIP = EXISTING IRON PIPE
= CLEAN -OUT
® = CABLE PEDESTAL
= FIRE HYDRANT
= LIGHT POLE
—ONE— OVERHEAD UTILITY LINE
0 = ELECTRIC PEDESTAL
= WATER METER
FIFE = FINISHED FLOOR ELEVATION
= TREE TO BE REMOVED
14"D = TREE TO REMAIN
= DRAINAGE FLOW
= LIMITS OF DISTURBANCE
—s-w— PROPOSED SILT FENCE
PROPOSED IMPERVIOUS CALCULATIONS
HOUSE/PORCH = 4,258 SF
DRIVE/SIDEWALK = 2,104 SF
AC PADS/RETAINING WALL: = 55 SF
DECK/STEPS/LANDING: = 181 SF
TOTAL IMP. AREA = 6,598 SF
LIMITS OF DISTURBANCE:
LOT 613 = 17,620 SF
CHATHAM COUNTY RESIDENTIAL CONSTRUCTION SEQUENCE:
1. SUBMIT A LAND DISTURBING PERMIT APPLICATION AT LEAST 30 DAYS PRIOR TO ANY LAND DISTURBING ACTIVITY OCCURRING.
2. ORGANIZE PRE -CONSTRUCTION MEETING WITH CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT TO REVIEW SITE PLAN PRIOR TO LAND DISTURBING ACTIVITIES. LAND -
DISTURBING PERMIT AND APPROVED PLANS WILL BE PROVIDED AT THIS MEETING.
3. INSTALL ALL TEMPORARY EROSION CONTROL MEASURES ACCORDING TO THE INFORMATION DISCUSSED DURING THE PRE -CONSTRUCTION MEETING. MINIMAL CLEARING MAY OCCUR IN
THE IMMEDIATE AREA OF ALL MEASURES TO PROVIDE FOR INSTALLATION.
4. PERMITTED LAND DISTURBING ACTIVITIES MAY BEGIN ONCE MEASURES ARE INSTALLED.
5. COMPLETE SELF -INSPECTIONS WEEKLY AND WITHIN 24 HOURS OR A 0.5" OR GREATER RAINFALL EVENT.
6. MAINTAIN ALL EROSION AND SEDIMENT CONTROL MEASURES IN GOOD WORKING ORDER. SILT FENCE, INLET PROTECTION AND OTHER SIMILAR MEASURES MUST BE CLEANED OUT WHEN
THEY ARE HALF FULL. CLOGGED SILT FENCE OUTLETS MUST BE REFRESHED/REPLACED. SILT FENCE CANNOT HAVE HOLES OR TEARS.
7. GROUND COVER SHALL BE PROVIDED AS FOLLOWS:
A. STABILIZE BASINS WITH GROUND COVER IMMEDIATELY AFTER INSTALLATION.(IF APPLICABLE).
B. STABILIZE DIVERSION DITCHES INTENDED TO BE IN SERVICE FOR (14) DAYS OR MORE WITH TEMPORARY SEEDING AND EROSION CONTROL MATTING. (IF APPLICABLE).
C. FOR ALL AREAS OF MODERATE AND/OR STEEP SLOPES, STABILIZE AREA WITH SEED AND MATTING IF THE SLOPE HAS NOT BEEN DISTURBED FOR A PERIOD OF (7) DAYS.
D. PROVIDE GROUND COVER SUFFICIENT TO RESTRAIN EROSION ON ANY PORTION OF THE SITE UPON WHICH FURTHER LAND -DISTURBING ACTIVITY IS NOT BEING UNDERTAKEN
WITHIN(14) CALENDAR DAYS OF TEMPORARILY OR PERMANENTLY SUSPENDING LAND DISTURBING ACTIVITY.
E. ESTABLISH PERMANENT GROUND COVER SUFFICIENT TO RESTRAIN EROSION IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT AND/OR PRIOR TO FINAL
INSPECTION.
8. RE -INSTALL ADEQUATE EROSION AND SEDIMENT CONTROL MEASURES AND/OR INCREASE MAINTENANCE FREQUENCY WHERE APPROVED MEASURES FAIL TO PREVENT ACCELERATED
EROSION, OFF -SITE SEDIMENTATION, OR REPETITIVE NON-COMPLIANCE ISSUES.
9. MEASURES MUST BE INSTALLED AT THE BACK OF CURB TO RESTRICT ALL VEHICLE ACCESS TO THE CONSTRUCTION ENTRANCE. ALL MEASURES MUST BE INSTALLED ACCORDING TO
THE APPROVED PLAN UNLESS APPROVED IN THE FIELD BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF (APPROVED FIELD REVISION).
10. MODIFICATIONS TO THE APPROVED AND PERMITTED PLANS SHALL BE APPROVED, BY CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF ONLY, PRIOR TO REMOVAL OR
INSTALLATION. CONTACT CHATHAM COUNTY WATERSHED PROTECTION DEPARTMENT STAFF TO REQUEST AN INSPECTION AND OBTAIN A SIGN -OFF ON THE PLANS OR AN APPROVED
FIELD REVISION.
11. ONCE GRADING AND CONSTRUCTION ACTIVITIES ARE COMPLETE, TEMPORARY MEASURES ARE REMOVED, AND THE SITE IS STABILIZED CALL CHATHAM COUNTY WATERSHED PROTECTION
DIVISION STAFF TO SCHEDULE THE FINAL INSPECTION.
12. ONCE THE FINAL INSPECTION IS COMPLETE THE PERMIT WILL BE CLOSED AND NO ADDITIONAL GROUND DISTURBING ACTIVITIES CAN OCCUR.
NOTES:
NOT FOR RECORDATION, CONVEYANCES, OR SALE.
PROPERTY SUBJECT TO ANY EASEMENTS OF RECORD.
TITLE SEARCH NOT PERFORMED BY THIS OFFICE.
PRELIMINARY PLAT -BUILDER TO VERIFY HOUSE DIMENSIONS AND
BUILDING SETBACKS.
CONTOURS BASED ON BENCHMARK SCALED FROM GIS.
PIN:9734-00-23-9408; AKPAR:83388; PROPERTY ZONED R-1
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GRAPHIC SCALE
30 0 15 30 60
( IN FEET )
1 inch = 30 ft.
LOT 613 CHAPEL RIDGE
AKPAR: 83388 PIN: 9734-00-23-9408
PLAT BOOK 2006, PAGE 93
ZONING: R1
120
Date
LOT 612
A'_
10' MULTI -PURPOSE UTI
Revision
CHAPEL RIDGE
REH LLC
PB2007—PG378
LOT 616
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1
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EASEMENT
LOT 615
LOT 614
------------------------------- ' ---- --
GOLFERS VIEW WATTLE
---------------- C/L 50' PRIVATE R/W -- FI �T���I-------------
CHAPEL RIDGE\2022003LT613.DWG
Date: 03/ 15/2022 EROSION CONTROL PLAN
LOT 613 CHAPEL RIDGE
Scale: 1" = 30' FOR PREWITT CUSTOM HOMES
Drawn By: S. WARD HADLEY TOWNSHIP CHATHAM COUNTY N.C.
WARD SURVEYING SERVICES, PLLC
Checked By: S. WARD LAND SURVEYING & PLANNING
310 KEITH ST. APEX, N.C. 27502
Field Book: TELEPHONE: [phone]
By
SHEET