NCC223863_Site Plan or Location Map_20221117

INC GRID
NAD83(2011)
PROPOSED PERMANENT
DIVERSION SWALE #2
SEE STORMWATER PLAN
PROPOSED RIP RAP
_ OUTLET PROTECTION #4
SEE DETAILS
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TEMPORARY SKIMMER BASIN #1
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- -1998
TOP OF DAM El1999.0'
1999
SPILLWAY ELEV: 1998.5'
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BOTTOM ELEV: 1996.5'
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LENGTH:84.0'
WIDTH:40.0'
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VOLUME: 5,771 CIF
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SEDIMENT BASIN SKIMMER
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ORIFICE SIZE: 1.0" O
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SKIMMER DRAIN LINE: 2" O
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PROPOSED 10' WIDE RIP
PROPOSED THREE
CA
RAP SPILLWAY
ROWS OF COIR
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TOP OF DAM El 1999.0'
FIBER BAFFLES
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SPILLWAY ELEV: 1998.5'
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PROPOSED REINFORCED
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STABILIZED OUTLET
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PROPOSED LIMITS OF
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DISTURBANCE
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PROPOSED RIP RAP
OUTLET PROTECTION #3
SEE DETAILS
PROPOSED PERMANENT
DIVERSION SWALE #4
SEE STORMWATER PLAN
TEMPORARY SKIMMER BASIN #1 DETAIL
1"=20'
NOTES.
1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST GRAHAM COUNTY EROSION
CONTROL, STORMWATER AND NCDEQ STANDARDS AND SPECIFICATIONS.
2. CONTRACTOR SHALL NOTIFY "NC811" (811) OR (1-800-632-4949) AT LEAST 3 FULL BUSINESS DAYS
PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
CONTRACTOR TO CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATOR
SERVICES INDEPENDENT OF "NC811". REPORT ANY DISCREPANCIES TO THE ENGINEER
IMMEDIATELY.
3. EXISTING CONTOURS ARE BASED ON THE LATEST NCDOT LIDAR DATA. THE CONTRACTOR,
HOWEVER, SHALL VERIFY CONDITIONS PRIOR TO BEGINNING CONSTRUCTION. ANY
DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND THE PLANS SHALL BE REPORTED
TO THE ENGINEER IMMEDIATELY FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA
COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS
OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN
GIVEN.
4. GRADING AND CONTOURS ARE BASED ON NORTH AMERICAN VERTICAL DATUM 88 (NAVD88).
5. CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF GEOTECHNICAL ENGINEER SITE VISITS
SUCH THAT ENGINEER CAN PROVIDE ANY NECESSARY STRUCTURAL CERTIFICATIONS FOR
ROADWAYS AND BUILDING PADS.
6. CONTRACTOR IS RESPONSIBLE FOR COORDINATING CONSTRUCTION ACTIVITIES WITH THE
APPROPRIATE UTILITY COMPANIES FOR ANY REQUIRED RELOCATION (I.E. POWER POLES,
TELEPHONE PEDESTALS, WATER METERS, ETC.).
7. THE CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM ALL BUILDING
FOUNDATIONS. THE CONTRACTOR SHALL FIELD VERIFY GRADES SURROUNDING ALL
BUILDINGS PRIOR TO GRADING ACTIVITIES AND REPORT ANY DISCREPANCIES TO THE
ENGINEER IMMEDIATELY.
8. FOR NPDES PERMIT COMPLIANCE: ALL SLOPES 3:1 AND STEEPER MUST BE STABILIZED WITHIN 7
DAYS, ALL OTHER AREAS MUST BE STABILIZED WITHIN 14 DAYS.
9. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS SHALL BE MADE IMMEDIATELY TO MAINTAIN ALL
MEASURES AS DESIGNED.
10. SEDIMENT FENCES SHALL BE INSPECTED AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL.
REPAIRS SHALL BE MADE IMMEDIATELY. SEDIMENT DEPOSITS SHALL BE REMOVED AS NEEDED
TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAINFALL EVENT, AND TO REDUCE
PRESSURE ON THE FENCE. FENCING MATERIALS AND SEDIMENT DEPOSITS SHALL BE
REMOVED, AND THE AREA BROUGHT TO GRADE FOLLOWING STABILIZATION OF UPGRADIENT
DISTURBED AREAS.
11. DIVERSION DITCHES MUST REMAIN IN PLACE UNTIL PROJECT IS STABILIZED AND PERMISSION
GIVEN BY THE EROSION CONTROL OFFICER.
12. A RAIN GAUGE AND REPORT BOX SHALL BE LOCATED ON -SITE FOR RAINFALL MONITORING AND
SITE INSPECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR CONDUCTING THE WEEKLY
INSPECTIONS OR AFTER 1/2" OF RAINFALL TO CONFORM WITH THE NPDES PERMIT
REQUIREMENTS. REPORTS SHALL BE KEPT IN THE INSPECTION BOX AND REMAIN AVAILABLE TO
REVIEWING AGENCIES UPON REQUEST.
13. CONTRACTOR IS RESPONSIBLE TO ENSURE THAT FILL MATERIAL IS FREE OF BRUSH, ORGANIC
MATERIAL, LARGE ROCKS, LOGS, STUMPS, BUILDING DEBRIS, AND OTHER MATERIALS THAT IS
INAPPROPRIATE FOR CONSTRUCTING STABLE FILL.
14. DUE TO PROXIMITY TO RECEIVING TROUT STREAM, GENERAL FERTILIZER RATES ARE NOT
ALLOWED, USE SOIL TEST TO DETERMINE FERTILIZER APPLICATION RATES. GENERIC RATES
ONLY TO BE USED IF SOIL TEST CANNOT BE PERFORMED. IF SOIL TEST CANNOT BE
PERFORMED, A VERIFICATION LETTER MUST BE SENT TO NCDEQ NOTING THAT IT CANNOT BE
PERFORMED.
15. GRADED SLOPES AND FILLS SHALL BE PROTECTED WITH A ROLLED EROSION CONTROL
PRODUCT IF COMPLETED OUTSIDE OF OPTIMUM GERMINATION SEASONS WHEN UNFAVORABLE
WEATHER CONDITIONS PREVENT THE ESTABLISHMENT OF VEGETATIVE GROUND COVER.
16. ANY BORROW OR WASTE MUST COME FROM OR GO TO A PERMITTED SITE OR FACILITY.
17. PROPOSED HAUL ROAD SHALL BE CONSTRUCTED TO HAVE A 2% CROSS SLOPE ENSURING
POSITIVE DRAINAGE TOWARDS A SWALE OR CONVEYANCE.
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CONTACT ONE -CALL CENTER
SITE DATA:
CRISP & CRISP, INC
18 LOYD AND LYDIA DR
ROBBINSVILLE, NC 28771
PIN: 5693-0000-7550, 6602-0000-7510,
6602-0000-7520, & 6602-0000-7500
D.B. 393 P.G. 769
P.B. 04 P.G. 238
TOTAL AREA: 7.13 AC
DISTURBED AREA: 2.98 AC
ZONING:
EXISTING ZONING: NA
PROPOSED ZONING: NA
WATERSHED DATA:
WATERSHED: NONE
WATERSHED CLASSIFICATION: NA
RIVER BASIN: LITTLE TENNESSEE
SOIL TYPES:
DELWOOD-REDDIES COMPLEX
(DeB)
DILLARD LOAM
(DrB)
REDDIES FINE SANDY LOAM
(RdA)
UNISON LOAM
(UnB)
NN
/ PROPOSED PERMANENT /
DIVERSION SWALE #1 F/ /
/ SEE STORMWATER PLAN 0
PROPOSED REINFORCED/
/ STABILIZED OUTLET
jJOHN & NINA CRISP
/ 6622-0000-18908
D.B. 394 PG. 312 r�
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PROPOSED TACK ON
BERM (WATTLE) SEE
DETAIL THIS SHEET
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PROPOSED ROCK /
DOUGHNUT INLET ��
PROTECTION FJ
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PROPOSED �' PROPOSED PERMANENT \
DRAINAGE PIPE "A" h I DIVERSION SWALE #2 1
SEE STORMWATER SEE STORMWATER PLAN 1 \
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PROPOSED PERMANENT
ENTRANCE #2 (SEE DETAILS) DIVERSION SWALE #4
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PROPOSED OUTLET -_
PROTECTION #1 205' l0 -
SEE DETAILS
1 ` \ PROPOSED TACK ON J
BERM (WATTLE) SEE
PROPOSED PERMANENT I DETAIL THIS SHEET
DIVERSION SWALE #3
SEE STORMWATER PLAN THOMAS C. MERE
III, I I I 1' 6622-0000-189072
SEED AND MAT D.B. 393 PG. 797
J I PROPOSED SLOPE �\ P.B. DB PG. 2606
(4,660 SF)
PROPOSED REINFORCED
STABILIZED OUTLET
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GRAPHIC SCALE
40 0 20 40 80 160
(IN FEET)
1 inch = 40 ft.
EXISTING PROPERTY
BOUNDARY
6602-0000-835501
D.B. 404 PG. 247
P.B. DB PG. 2343
JOOD STAKE WOOD STAKE
WOOD
TEO ON LY PENETRATE TO
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NETTING
SLOPE J V�
SURFACE
STAKE DETAIL (ON TOP)
10' VERTICAL MAX
. 2' MAX
WOOD STAKE
TACK ON BERM (WATTLE) DETAIL
NTS
PROPOSED
2'CONTOUR
100' YEAR FLOOD
/ PLAIN LIMITS
/ PROPOSED LIMITS OF
/ DISTURBANCE
PROPOSED REINFORCED
STABILIZED OUTLET
WOOD STAKE TO ONLY
PENETRATE NETTING
ill
STAKE DETAIL (FRONT VIEW)
/ CAROLYN R. F. GORDON
ROANNE GORDON
\ 6602-0000-749001
D.B. 288 PG. 499
NOTES
WOOD STAKE
TO ONLY
PENETRATE
NETTING
_OPE
URFACE
STAKE DETAIL (ON BARE SOIL
1.) USE MINIMUM 12 IN. DIAMETER EXCELSIOR WATTLE.
2.) USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN.
NOMINAL CROSS SECTION.
3.) PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER
STEEL WIRE FORMED INTO A U SHAPE NOT LESS THAN
12" IN LENGTH.
4.) INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR
FOOT ON BOTH SIDES OF WATTLE AND AT EACH END
TO SECURE IT TO THE SOIL.
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PROPOSED RIP RAP PROPOSED ED ! \\
OUTLET PROTECTION #2 REINFORCED
R I O C` I I 1 1
STABILIZED OUTLET
SEE DETAILS I I I I
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EARTHWORK CALCULATIONS
CUT VOLUME: 389 CY
FILL VOLUME: 61,762 CY
(ADJUSTED)
NET VOLUME: 61,373 CY (FILL)
TOTAL DISTURBED AREA
2.98 AC ±
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DRAWN BY TJW
CHECKED BY:BC
DATE: 2022-10-21
PROJECT NO.03036.002
REF. NO.: -
SCALE: 1" = 40'
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SHEET
5 OF 10