SW7051123_APPROVED PLANS_20060123

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW ZdJS/Z�3
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
DOC DATE
9iOl2, 3
YYYYMMDD

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VICINITY MAP
NTS
SITE DAT
1. CLIENT:
JOHNNY F. LAYDEN
104 ENTERPRISE DR.
ELIZABETH CITY, NC 27909_
[phone]
2, LOT COVERAGE:
BUILDING 10,000 SF — 11%
PAVEMENT 22,450,52 SF = 25%
SIDEWALK 1,837.73 SF — 2%
OPEN SPACE 54.602.27 SF = 61%
TOTAL SITE 88,890 SF = 100%
3. THIS SITE IS LOCATED AT THE NORTHEAST CORNER OF PITTS CHAPEL ROAD
AND SAND PfTT ROAD IN ELIZABETH CITY. f
TOTAL AREA = 2.04 AC
D.B. 685, PG. 151
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4. PARKING:
WHOLESALE/WAREHOUSE
1 SPACE PER 3 EMPLOYEES = 8 SPACES + 2 TRUCKS STOPPED/STORED 10 SPACES REQUIRED
PARKING SPACES PROVIDED = 20
(INCLUDES 2 HANDICAP SPACES) /
7.
5. SITE IS ZONED: 1-1
6. SITE IS LOCATED 1N FLOOD ZONE X
ACCORDING TO FIRM MAP NUMBER
3720892200J, DATED OCTOBER 05, 2004.
7. SETBACKS:
FRONT = 40'
REAR = 30'
EAST SIDE = 10'
WEST SIDE = 20' X7.10
8. THIS IS NOT A BOUNDARY SURVEY.
BOUNDARY INFORMATION TAKEN FROM
A SURVEY ENTITLED "PROPERTY BEING CONVEYED
TO JOHNNY F. LAYDEN" BY EDWARD T. HYMAN, JR.. PLS
DATED JANUARY 14, 2002.
9. DISTURBED AREA = 2.13 AC
10. ALL LIGHTING TO BE CUT—OFF STYLE POLE LIGHTS `
DIRECTED INWARD AND DOWNWARD.
11, DURING CONSTRUCTION AND SITE WORK THE SITE
SHALL BE SURROUNDED WITH SILT FENCE AS SHOWN
ON DETAIL EXCEPT AS NECESSARY FOR INGRESS/EGRESS
OF CONSTRUCTION TRAFFIC. CONTRACTOR SHALL MAINTAIN
EROSION CONTROL MEASURES AFTER EACH RAIN EVENT
OR WEEKLY.
12. SANITARY SEWER FLOWS:
24 EMPLOYEES X 25 GPD/EMPLOYEE = 600 GPD
= 1.25 GPM AVG.
= 3.13 GPM PEAK
13. DOMESTIC WATER DEMAND:
APPROXIMATELY 28 FIXTURE UNITS - 18 GPM
14. THERE ARE NO WETLANDS ON THIS SITE.
N /F
PHILLIP HARRINGTON
x6.62 D.B. 685, PAGE 151
N/F
PHILLIP HARRINGTON
D.B. 685, PAGE 151
LIMITS OF DISTURBANCE
S.R. 1133�-
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6.32
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ECEIVE
NOV 16 2005
MQNVAR0
LEGEND
EXISTING FIRE HYDRANT
PROPOSED RIP —RAP
PROPOSED WATER METER
EXISTING WATER METER
POWER POLE
EXISTING ASPHALT
PROPOSED ASPHALT
PROPOSED CONCRETE
PROPOSED RIP RAP
EXISTING GRADES
*/-10.00 PROPOSED GRADES
PROPOSED FLOW DIRECTION
EXISTING DITCH
PROPOSED DITCH
TOP OF BANK (TOB)
— — — — — — BUILDING SETBACK (MBL)
X PROPOSED CHAIN LINK FENCE
PROPOSED CONTOURS
PROPOSED SANITARY SEWER LINE
PROPOSED WATER LINE
CHECK DAM
LIMITS OF DISTURBANCE
DRAINAGE AREA 1
DRAINAGE AREA 2
DRAINAGE AREA 3
GRAPHIC SCALE
0 10 20
( IN FEET )
! inch a 20 ft
-- 7.62
APPROVED
NORTH CAROLINA ENVIRONMENTAL.
!_ MANAGEMENT COMMISSION
DIVISION OF WATER QUALITY
Date 1/2-3 , 20- Zi,
Stormwatar Permit Na .sw 7 aS' /! 23 t
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PARKING LOT
ELEV. = 7.0f
1. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCE PADS. (SEE DETAIL)
2- INSTALL EROSION CONTROL DEVICES AT SITE DISCHARGE POINTS TO PREVENT
OFF SITE SEDIMENTATION.
3. CUT NEW SWALES AND DITCHES AND CONSTRUCTION DETENTION POND.
4. INSTALL THE REMAINING SEDIMENT AND EROSION CONTROL PROTECTION.
5, INSTALL THE STONE BASE AND ASPHALT FOR THE PROPOSED PARKING.
6, PROVIDE A GROUNDCOVER ON EXPOSED SLOPES WITHIN 15 WORKING DAYS
OR 30 CALENDAR DAYS (WHICH EVER IS SHORTER), THE FOLLOWING COMPLETION
OF ANY PHASE OF GRADING; AND, A PERMANENT GROUNDCOVER FOR ALL DISTURBED
AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER)
FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT
7. REMOVE SEDIMENT FROM DETENTION POND AND RESTORE TO DESIGN DEPTHS.
8. MONITOR AND MAINTAIN THE INSTALLED EROSION CONTROL MEASURES
AND REPAIR AS NECESSARY.
9. ONCE VEGETATION IS ESTABLISHED, REMOVE THE CONTROL DEVICES.
CONSTRUCTION SEQUENCING
INFILTRATION BASIN SECTION
NTS
4' THICK 2500 PSI CONCRETE SIDEWALK
===> SLOPE 1/4" PER FOOT
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COMPACTED EARTH
CONCRETE SIDEWALK DETAIL
NTS
2" TYPE SF 9.5A
ASPHALT MIX
6" ABC STONE BASE
SEEDBED PREPARATION
THE CONTRACTOR SHALL CUT AND DISPOSE OF WEEDS OR OTHER UNACCEPTABLE GROWTH ON THE AREAS
TO BE SEEDED. UNEVEN OR ROUGH AREAS SHALL BE SHAPED AND SMOOTHED TO PROVIDE FOR EFFECTIVE
SEEDING AND EASE OF MOWING. THE SOIL SHALL BE SCARIFIED TO A DEPTH OF NOT LESS THAN 5 INCHES.
CLODS SHALL BE BROKEN AND THE TOP 3-4 INCHES OF THE SOIL SHALL BE WORKED INTO A SEEDBED BY
THE USE OF PULVERIZERS, DRAGS, OR HARROWS. THE PREPARATION OF SEEDBEDS SHALL NOT BE DONE WHEN
THE SOIL IS FROZEN OR EXTREMELY WET.
LIMESTONE, FERTILIZER, AND SEED
LIMESTONE, FERTILIZER, AND SEED SHALL BE APPLIED WITHIN 24 HOURS AFTER COMPLETION OF SEEDBED
PREPARATION. LIMESTONE AND FERTILIZER MAY BE APPLIED AS PART OF THE SEEDBED PREPARATION, PROVIDED
IT IS WORKED INTO THE SOIL IF NOT SO APPLIED, LIMESTONE AND FERTILIZER SHALL BE DISTRIBUTED UNIFORMLY
OVER THE PREPARED SEEDBED AT THE SPECIFIED RATE OF APPLICATION AND THEN HARROWED, RAKED, OR
OTHERWISE THOROUGHLY WORKED INTO THE SEEDBED. SEED SHALL BE DISTRIBUTED UNIFORMLY OVER THE
SEEDBED AT THE RATE OF APPLICATION SPECIFIED, AND IMMEDIATELY HARROWED, RAKED, OR DRAGGED AS
TO COVER THE SEED WITH A LAYER OF SOIL
MULCHING
ALL SEEDED AREAS SHALL BE MULCHED. GRAIN STRAW MAY BE USED AS MULCH AT ANY TIME OF THE
YEAR. MULCH SHALL BE APPLIED WITHIN 24 HOURS AFTER THE COMPLETION OF SEEDING. CARE SHALL
BE TAKEN AS TO PREVENT DISPLACEMENT OF SOIL OR SEED FROM THE SEEDBED AREA DURING MULCHING
OPERATIONS. MULCH SHALL BE UNIFORMLY SPREAD BY HAND OR MECHANICAL SPREADER. AN ACCEPTABLE
APPLICATION WILL BE THAT WHICH WILL ALLOW SOME SUNLIGHT TO PENETRATE AND AIR TO CIRCULATE BUT
ALSO PARTIALLY SHADE THE GROUND, REDUCE EROSION AND CONSERVE SOIL MOISTURE.
MAINTENANCE
AREAS WHERE SEEDING AND MULCHING HAVE BEEN PERFORMED SHALL BE MAINTAINED IN SATISFACTORY
CONDITION UNTIL ACCEPTANCE OF THE PROJECT BY THE OWNER. AREA OF DAMAGE OR FAILURE DUE TO ANY
CAUSE SHALL BE REPAIRED OR REDONE AS NECESSARY.
SEEDING &MULCHING
TYPICAL DITCH OR SWALE 6:1 SIDESLOPE
NTS
THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE REQUIRMENTS OF THE EROSION
AND SEDIMENT CONTROL STANDARDS AND SPECIFICATIONS OF THE DEPARTMENT OF NATURAL
RESOURCES AND COMMUNITY DEVELOPMENT. SOIL EROSION AND SEDIMENTATION CONTROL
MEASURES SHALL BE PROVIDED ON ALL AREAS OF THE SITE WHICH ARE DISTURBED OR
GRADED. CONTRACTOR SHALL PROVIDE GROUND COVERS SEE SCHEDULE W WITHIN 30
{ BELOW)
CALENDAR DAYS AFTER COMPLETION OF CONSTRUCTION WITHIN THE SPECIFIC AREAS. THE
CONTROL MEASURES SHALL BEGIN PRIOR TO ANY LAND DISTURBING ACTIVITY INCLUDING
CLEARING; SHALL CONTINUE DURING THE CONSTRUCTION AND SHALL CONTINUE WITH THE
NECESSARY MAINTENANCE UNTIL THE DISTURBED LAND IS STABILIZED. COMPLIANCE WITH LOCAL
AND/OR STATE SOIL EROSION AND SEDIMENTATION CONTROL LAWS SHALL BE THE ENTIRE
RESPONSIBILITY OF THE CONTRACTOR. THIS PARAGRAPH IS INTENDED TO SERVE ONLY AS A
GUIDE TO THE CONTRACTOR FOR COMPLIANCE WITH SUCH LAWS. ORDERS, RULES AND
REGIJLA11ONS CONCERNING EROSION AND SEDIMENTATION CONTROL PROTECTION OF EXISTING
STRUCTURES AND FACILITIES FROM SEDIMENTATION SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR. ITEMS TO BE PROTECTED SHALL INCLUDE, BUT ARE NOT LIMITED TO CATCH BASINS.
NATURAL WATERWAYS, DRAINAGE DITCHES, WALKS, DRIVES, ROADS, LAWNS, AND STREAMS.
EROSION CONTROL MEASURES
SEED MIXTURE RATE OPTIMUM PLANTING DATES
1. KENTUCKY 31 FESCUE 5 #/1ODO SF MAR_ 15 - MAY 1
AUG. 15 - OCT. 15
2. COMMON BERMUDAGRASS 2 #/1000 SF MAY 1 - JUNE 30
(HULLED)
3. PEARL MILLET 2 0/1000 SF MAY 1 - OCT. 1
4. FESCUE 5 #/1000 SF OCT. 15 - MAR. 15
SEEDING SCHEDULE
SECTION
TOP
Top OF DITCH BANK
BOTTOM OF DjTCjj
LAYER OF #5 -
WASHED STONE
4' THICK
PROFILE — ASS B STONE
REMOVE SEDIMENT WHEN IT ACCUMULATES
To 1/2 THE HEIGHT OF THE DAM
FILTER DAM IS TO BE IN PLACE UNTIL
GRASS IS ESTABLISHED IN BOTTOM OF DITCH
SUFFICIENT TO PREVENT EROSION
CHECK DAM DETAIL
N75
A. NCDOT 115 OR #57 WASHED STONE SHALL BE USED. PAD TO BE 50' X 20' X 6" DEPTH MIN.
B. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS TO BE PROVIDED.
C. ENTRANCE(S) SHALL BE LOCATED TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES.
D. PAD MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF MUD
ONTO STREETS. PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
E. ANY MATERIAL WHICH IS TRACKED ONTO ADJACENT ROAD SHALL BE REMOVED IMMEDIATELY.
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NTS
CLASS "B" EROSION CONTROL STONE
STONE DEPTH = 22.5"
PIPE
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BANK
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DITCH BOTTOM
I" EROSION CONTROL STONE
DEPTH TO FLUSH WITH
OF DITCH
YER OF FINE GRAVEL
OR WOVEN GEO-TEXTILE
RIP -RAP OUTLET APRON
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