20121136 Ver 1_Site Plan_20121219

P: \_CADD \_LANDPROJECTS \CONDAW \12211 \DWG \12211SP5W_FUTURE.DWG 12/13/2012 12:01:52 PM
STANDARD NOTES
ENGINEER NOTES
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A SEDIMENTATION & EROSION CONTROL PLAN /PERMIT IS REQUIRED.
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ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT / STONE GRADE, ` OR AS NOTED.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL
REQUIREMENTS OF ALL ENCROACHMENTS &
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THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA, COMMUNITY
PERMITS INCLUDING PROVIDING BONDS /INSURANCE IF REQUIRED.
FIRM PANEL NUMBERS 3720280500J & 3720281500J DATED JAN. 16, 2004.
THIS PROPERTY IS LOCATED IN THE TAR -PAM PROTECTED WATERSHED AREA.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED
INSPECTIONS BY TOWN OF LOUISBURG.
THERE ARE NO WETLANDS IN THE PROJECT AREA.
10' x 70' SIGHT TRIANGLES ARE ENTIRELY WITHIN R /W.
UTILITIES SHOWN ON PLANS ARE LOCATED APPROXIMATELY.
ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
GLARE FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOROUGHFARE,
LOCATION OF ALL EXISTING UTILITIES AND SERVICES WHETHER
AN ADJOINING ZONING DISTRICT, OR FROM ABOVE.
SHOWN ON PLANS OR NOT.
LOCATION MAP
GARBAGE PICK -UP IS BY PRIVATE COLLECTION WITHOUT A DUMPSTER.
CONTRACTOR TO BE RESPONSIBLE FOR REMOVAL AND
NO SCALE
REPLACEMENT OF THESE FACILITIES IF DAMAGED.
DRIVEWAYS TO BE CROWNED AND PARKING AREAS GRADED SUCH THAT STORM
WATER DOES NOT FLOW OUT DRIVEWAYS.
SITE DATA:
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
LOCATION, QUANTITY AND PLACEMENT OF DRAINAGE PIPES AND
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
EROSION CONTROL DEVICES MAY VARY TO BETTER CONFORM TO
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
FIELD CONDITIONS.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN
OR ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE
LOT AREA: 10.66± ACRES
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND NCDOT STANDARDS.
WATER, SEWER, AND STORM DRAINAGE LINES SHOULD BE
EXISTING BLDG AREA: 1,800± SQ. FT.
CONSTRUCTED TO THE FOLLOWING SPECIFICATIONS:
PROPOSED BLDG AREA: 8,000± SQ. FT.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES
-MIN. 10' LATERAL SEPARATION BETWEEN WATER /SEWER LINES.
PRIOR TO ANY CONSTRUCTION.
-MIN. 24 " VERT. SEPARATION BETWEEN WATER /SEWER, IF
TOTAL BUILDING AREA
WATER MUST BE PLACED BELOW SEWER, DUCTILE IRON IS
AFTER CONSTRUCTION: 9,800± SQ. FT.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
REQUIRED ON BOTH LINES. DUCTILE IRON SHOULD EXTEND
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
10' PAST INTERSECTION ON WATER LINE AND TO THE NEXT
ZONE: AR
1- 800 - 632 -4949
MANHOLE ON SEWER LINE PER TOWN OF LOUISBURG
MINIMUM BUILDING LINES: FRONT = 30'
ALL HANDICAP ACCESSIBLE AREAS SHALL CONFORM TO THE REQUIREMENTS OF NC
SPECIFICATIONS.
- WATER /SEWER CROSSINGS SHALL BE ARRANGED SO THAT
SIDE = 15'
BUILDING CODE AND ICC /ANSI A117.1-2003 AMERICAN NATIONAL STANDARD
SEWER JOINTS ARE EQUIDISTANT AND AS FAR AS POSSIBLE
REAR = 25'
(ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). ALL HANDICAP
FROM THE WATER MAIN JOINTS.
EXISTING PARKING SPACES: 30- 10'X18'
ACCESSIBLE AREAS SHALL NOT EXCEED 1/4- PER FOOT SLOPE.
-MIN. 24" VERT. SEPARATION BETWEEN STORM DRAIN AND SAN.
3 -HC
SEWER OR DUCTILE IRON IS REQUIRED.
33- SPACES
STANDARD R7 -8A RESERVE PARKING AND MAXIMUM PENALTY $250 NCGS 20 -37.6
ADDITIONAL PARKING SPACES: 62- 10'X18'
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN
2 -HC
ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF ALL VAN ACCESSIBLE SPACES.
64- SPACES
** *REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FINAL
ALL WORK SHALL CONFORM TO LATEST EDITION OF THE TOWN OF
PROPOSED PARKING SPACES 92- 10'X18'
PLUMBING SIZES AND LOCATIONS.
LOUISBURG STANDARDS AND SPECIFICATIONS.
AFTER. CONSTRUCTION 5 -HC
97- SPACES
PROPERTY ADDRESS: 162 NC 56 HWY
BUILDING HEIGHT: LESS THAN 35'
ZONING LAND USAGE: CHURCHES & OTHER PLACES OF WORSHIP
OWNER /DEVELOPER: HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
PIN: 2805 -94 -8614
REFERENCE: DEED BOOK 859 PAGE 813
MAP BOOK 2 PAGE 190
PLAT BOOK 2005 PAGE 279
WATERSHED / STORMWATER INFORMATION
SITE PLAN
INDEX OF SHEETS
for
CV COVER SHEET
EXISTING IMPERVIOUS AREA: 19,183± SQ. FT.
SP1 EXISTING CONDITIONS
PROPOSED ADDITIONAL IMP.: 47,561± SQ. FT.
SP2 SITE PLAN
SP2A SITE PLAN (WITH BUFFER IMPACTS
TOTAL IMPERVIOUS AREA
AND FUTURE DEVELOPMENT)
AFTER CONSTRUCTION: 66,744± SQ. FT. (14.379)
SP3 GRADING PLAN
SP4 EROSION CONTROL PLAN
HIGHEST PRAISE CHURCH OF
GOD
DT1 DETAIL SHEET
DT2 DETAIL SHEET
162 NC 56 HWY
DEVELOPER /OWNER:
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
TOWN OF LOUISBURG
FRANKLIN COUNTY, NORTH CAROLINA
TRC APPROVAL
CITY COUNCIL APPROVAL
BARTLETT
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ZONE: AR
02'20"E
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NORTH CAROLINA
DATE: DEC. 2012
SCALE: 1 It = 30'
REVISIONS:
SITE NOTES:
LOT AREA:
EXISTING BLDG AREA:
EXISTING IMPERVIOUS AREA:
ZONE:
MINIMUM BUILDING LINES:
EXISTING PARKING SPACES
PROPERTY ADDRESS:
BUILDING HEIGHT:
ZONING LAND USAGE:
OWNER /DEVELOPER:
PIN:
REFERENCE:
LOCATION MAP
NTS
10.66± ACRES
1,800± SQ. FT.
19,183± SQ. FT.
AR
FRONT = 30'
SIDE = 15'
REAR = 25'
30-9'X18'
3 -HC
33- SPACES
162 NC 56 HWY
LESS THAN 35'
CHURCHES & OTHER PLACES OF WORSHIP
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
2805 -94 -8614
DEED BOOK 859 PAGE 813
MAP BOOK 2 PAGE 190
PLAT BOOK 2005 PAGE 279
SITE NOTES:
ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT / STONE GRADE, OR AS NOTED.
THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA, COMMUNITY
FIRM PANEL NUMBERS 3720280500J & 3720281500J DATED JAN. 16, 2004.
THIS PROPERTY IS LOCATED IN THE TAR -PAM PROTECTED WATERSHED AREA.
THERE ARE NO WETLANDS IN THE PROJECT AREA.
10' x 70' SIGHT TRIANGLES ARE ENTIRELY WITHIN R /W.
ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT
GLARE FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOROUGHFARE,
AN ADJOINING ZONING DISTRICT, OR FROM ABOVE.
GARBAGE PICK -UP IS BY PRIVATE COLLECTION WITHOUT A DUMPSTER.
DRIVEWAYS TO BE CROWNED AND PARKING AREAS GRADED SUCH THAT STORM
WATER DOES NOT FLOW OUT DRIVEWAYS.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN
OR ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND NCDOT STANDARDS.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES
PRIOR TO ANY CONSTRUCTION.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1- 800 - 632 -4949
ALL HANDICAP ACCESSIBLE AREAS SHALL CONFORM TO THE REQUIREMENTS OF NC
BUILDING CODE AND ICC /ANSI A117.1 -2003 AMERICAN NATIONAL STANDARD
(ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). ALL HANDICAP
ACCESSIBLE AREAS SHALL NOT EXCEED 1/4" PER FOOT SLOPE.
STANDARD R7 -8A RESERVE PARKING AND MAXIMUM PENALTY $250 NCGS 20 -37.6
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN
ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF ALL VAN ACCESSIBLE SPACES.
** *REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FINAL
PLUMBING SIZES AND LOCATIONS.
PROJECT: 12 -211
CLIENT CODE: CONDAW
CADFILE: 1221 1 SPSWF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET SP1

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LOCATION MAP
NTS
SITE NOTES:
PARKING
.....
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1,800± SQ. FT.
200.65
8,000± SQ. FT.
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33- SPACES
GR € L.•.•.:•.•.:•:.•:.:•
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ZONING LAND USAGE:
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2815 -05 -0142
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N/F
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2815 -04 -1826
ZONE: AR
LOCATION MAP
NTS
SITE NOTES:
LOT AREA:
10.66± ACRES
EXISTING BLDG AREA:
1,800± SQ. FT.
PROPOSED BLDG AREA:
8,000± SQ. FT.
TOTAL BUILDING AREA
IRON PIPE
IRON REBAR
AFTER CONSTRUCTION:
9,800± SO. FT.
EXISTING IMPERVIOUS AREA:
19,183± SQ. FT.
PROPOSED ADDITIONAL IMP.:
47,561± SQ. FT.
TOTAL IMPERVIOUS AREA
AFTER CONSTRUCTION:
66,744± SQ. FT.
ZONE:
AR
MINIMUM BUILDING LINES:
FRONT = 30'
Si EXISTING
SIDE = 15'
REAR = 25'
EXISTING PARKING SPACES:
30- 10'X18'
3 -HC
EXISTING
33- SPACES
ADDITIONAL PARKING SPACES:
62- 10'X18'
:...:.:.:.:.:.: :.:.:.::::::::::::::::
�. .........::....... ALLOW FOR FUTURE
�:'
2 -HC
64- SPACES
PROPOSED PARKING SPACES
92- 10'X18'
AFTER CONSTRUCTION
5 -HC
... .
..:.:::.....:::.......`� .Spq .........:::::::::::::::::::::::::::::::::::::...:.:: EXPANSION
97- SPACES
PROPERTY ADDRESS:
162 NC 56 HWY
BUILDING HEIGHT:
LESS THAN 35'
ZONING LAND USAGE:
CHURCHES & OTHER PLACES OF WORSHIP
OWNER /DEVELOPER:
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
o EXISTING
O EXISTING
LOUISBURG, NC 27549
PIN:
2805 -94 -8614
REFERENCE:
DEED BOOK 859 PAGE 813
N/F
RIDLEY L. GUPTON &
JACQUELINE M. GUPTON
MAP BOOK 2 PAGE 190
EXISTING
OHE— EXISTING
PLAT BOOK 2005 PAGE 279
SITE NOTES:
A SEDIMENTATION & EROSION CONTROL PLAN /PERMIT IS REQUIRED.
ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT / STONE GRADE, OR AS NOTED.
THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA, COMMUNITY
FIRM PANEL NUMBERS 3720280500J & 3720281500J DATED JAN. 16, 2004.
THIS PROPERTY IS LOCATED IN THE TAR -PAM PROTECTED WATERSHED AREA.
THERE ARE NO WETLANDS IN THE PROJECT AREA.
10' x 70' SIGHT TRIANGLES ARE ENTIRELY WITHIN R /W.
ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT
GLARE FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOROUGHFARE,
AN ADJOINING ZONING DISTRICT, OR FROM ABOVE.
GARBAGE PICK -UP IS BY PRIVATE COLLECTION WITHOUT A DUMPSTER.
DRIVEWAYS TO BE CROWNED AND PARKING AREAS GRADED SUCH THAT STORM
WATER DOES NOT FLOW OUT DRIVEWAYS.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN
OR ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND NCDOT STANDARDS.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES
PRIOR TO ANY CONSTRUCTION.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1- 800 - 632 -4949
ALL HANDICAP ACCESSIBLE AREAS SHALL CONFORM TO THE REQUIREMENTS OF NC
BUILDING CODE AND ICC /ANSI A117.1 -2003 AMERICAN NATIONAL STANDARD
(ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). ALL HANDICAP
ACCESSIBLE AREAS SHALL NOT EXCEED 1/4" PER FOOT SLOPE.
STANDARD R7 -8A RESERVE PARKING AND MAXIMUM PENALTY $250 NCGS 20 -37.6
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN
ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF ALL VAN ACCESSIBLE SPACES.
** *REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FINAL
PLUMBING SIZES AND LOCATIONS.
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ENGINEERING & SURVEYING, PC = SEAL
f% 1906 NASH STREET NORTH TELE: (252) 399 -0704
WILSON, N.C. 27893 -1726 FAX: [phone]
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P : \_CADD \_LANDPROJECTS \CONDAW \12211 \DWG \12211SP5W- FUTURE.DWG 12/13/2012 12:01:5
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 » = 30' CLIENT CODE: CONDAW
HIGHEST PRAISE CHURCH OE GOD CADFILE: 12211SP5WF LOUISBURG TOWNSHIP FRANKLIN COUNTY
FIELD BOOK: BY: LR OOK: 316
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SITE PLAN
(SHOWING PROPOSED BUFFER IMPACTS
AND FUTURE DEVELOPMENT)
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NORTH CAROLINA
DATE: DEC. 2012
SCALE: 11/ = 30'
REVISIONS:
LOCATION MAP
NTS
SITE NOTES:
LOT AREA:
10.66± ACRES
EXISTING BLDG AREA:
1,800± SQ. FT.
EXISTING IMPERVIOUS AREA:
19,183± SQ. FT.
PROPOSED ADDITIONAL IMP.:
37,843± SQ, FT.
TOTAL IMPERVIOUS AREA
AFTER CONSTRUCTION:
57,026± SQ. FT.
ZONE:
AR
MINIMUM BUILDING LINES:
FRONT = 30'
SIDE = 15'
REAR = 25'
EXISTING PARKING SPACES:
30- 10'X18'
3 -HC
33- SPACES
PROPOSED PARKING SPACES:
40- 10'X18'
2 -HC
42- SPACES
PROPOSED PARKING SPACES
68- 10'X18'
AFTER CONSTRUCTION
5 -HC
73- SPACES
PROPERTY ADDRESS:
162 NC 56 HWY
BUILDING HEIGHT:
LESS THAN 35'
ZONING LAND USAGE:
CHURCHES & OTHER PLACES OF WORSHIP
OWNER /DEVELOPER:
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
PIN:
2805 -94 -8614
REFERENCE:
DEED BOOK 859 PAGE 813
MAP BOOK 2 PAGE 190
PLAT BOOK 2005 PAGE 279
SITE NOTES:
A SEDIMENTATION & EROSION CONTROL PLAN /PERMIT IS REQUIRED.
ALL PROPOSED SPOT ELEVATIONS ARE ASPHALT / STONE GRADE, OR AS NOTED.
THIS PROPERTY IS LOCATED IN A FLOOD HAZARD AREA, COMMUNITY
FIRM PANEL NUMBERS 3720280500J & 3720281500J DATED JAN. 16, 2004.
THIS PROPERTY IS LOCATED IN THE TAR -PAM PROTECTED WATERSHED AREA.
THERE ARE NO WETLANDS IN PROJECT AREA.
10' x 70' SIGHT TRIANGLES ARE ENTIRELY WITHIN R /W.
ALL OUTDOOR LIGHTING SHALL BE SHIELDED IN SUCH A MANNER THAT NO DIRECT
GLARE FROM THE LIGHT SOURCE CAN BE SEEN FROM A MAJOR THOROUGHFARE,
AN ADJOINING ZONING DISTRICT, OR FROM ABOVE.
GARBAGE PICK -UP IS BY PRIVATE COLLECTION WITHOUT A DUMPSTER.
DRIVEWAYS TO BE CROWNED AND PARKING AREAS GRADED SUCH THAT STORM
WATER DOES NOT FLOW OUT DRIVEWAYS.
ALL PARKING AND DRIVE AREAS TO BE A MINIMUM 8" CABC UNLESS NOTED
OTHERWISE.
ALL TRAFFIC CONTROL DEVICES, PAVEMENT MARKINGS, SIGNS AND SIGNALS SHALL BE
DESIGNED, INSTALLED AND MAINTAINED IN CONFORMANCE WITH THE STANDARDS SET
FORTH IN THE MANUAL ON UNIFORM TRAFFIC CONTROL.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN
OR ADJACENT TO NCDOT OR CITY R /W. ALL METHODS SHALL CONFORM TO THE
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCO) AND NCDOT STANDARDS.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES
PRIOR TO ANY CONSTRUCTION.
THE UTILITY LOCATIONS SHOWN ON THIS MAP ARE APPROXIMATE ONLY, AND ARE NOT
RELIABLE FOR CONSTRUCTION PURPOSES FOR ACTUAL FIELD LOCATIONS. CALL
1- 800 - 632 -4949
ALL HANDICAP ACCESSIBLE AREAS SHALL CONFORM TO THE REQUIREMENTS OF NC
BUILDING CODE AND ICC /ANSI A117.1-2003 AMERICAN NATIONAL STANDARD
(ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES). ALL HANDICAP
ACCESSIBLE AREAS SHALL NOT EXCEED 1/4" PER FOOT SLOPE.
STANDARD R7 -8A RESERVE PARKING AND MAXIMUM PENALTY $250 NCGS 20 -37.6
SIGNS MUST BE INSTALLED IN FRONT OF THE HANDICAP PARKING SPACES. VAN
ACCESSIBLE SIGN(S) MUST BE PROVIDED IN FRONT OF ALL VAN ACCESSIBLE SPACES.
** *REFER TO ARCHITECTURAL PLANS FOR EXACT BUILDING DIMENSIONS AND FINAL
PLUMBING SIZES AND LOCATIONS.
PROJECT: 12 -211
CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
GRAPHIC SCALE
30 0 15 30 60 120
( IN FEET )
1 inch = 30 ft.
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET SP2A

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SITE NOTES:
LOT AREA:
10.66± ACRES
PROPERTY ADDRESS: 162 NC 56 HWY
BUILDING HEIGHT: LESS THAN 35'
ZONING LAND USAGE: CHURCHES & OTHER PLACES OF WORSHIP
OWNER /DEVELOPER: HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
PIN: 2805 -94 -8614
REFERENCE: DEED BOOK 859 PAGE 813
MAP BOOK 2 PAGE 190
PLAT BOOK 2005 PAGE 279
SITE NOTES:
LOCATION MAP
NTS
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK ZONE TRAFFIC CONTROL IN OR ADJACENT TO NCDOT OR
TOWN RIGHT -OF -WAY. ALL METHODS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES
(MUTCD) AND NCDOT STANDARDS.
CONTRACTOR TO COORDINATE INSTALLATION OF CONDUITS FOR PHONES & LIGHTING.
UNUSABLE EXCAVATED MATERIALS AND ALL WASTE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF
AT AN APPROVED PERMITTED OFF -SITE LOCATION BY CONTRACTOR.
CONTRACTOR RESPONSIBLE FOR COMPLYING WITH ALL REQUIREMENTS/ CONDITIONS OF ALL ENCROACHMENTS &
PERMITS INCLUDING PROVIDING BONDS /INSURANCE IF REQUIRED.
CONTRACTOR IS RESPONSIBLE FOR COORDINATING REQUIRED INSPECTIONS.
CALL ONE CALL CENTER AT 1- 800 - 632 -4949 FOR LOCATIONS OF EXISTING UTILITIES 48 HOURS MINIMUM PRIOR TO
EXCAVATION.
EXCAVATION AND GRADING PLAN NOTES:
ALL AREAS NOT COVERED BY BUILDING OR PAVING TO BE GRASSED, LANDSCAPED OR LEFT NATURAL AS INDICATED.
CONTRACTOR SHALL NOTIFY AND COOPERATE WITH ALL UTILITY COMPANIES OR FIRMS HAVING FACILITIES ON OR
ADJACENT TO THE SITE BEFORE DISTURBING, ALTERING, REMOVING, RELOCATING, ADJUSTING OR CONNECTING TO SAID
FACILITIES. CONTRACTOR IS RESPONSIBLE AND SHALL RAISE OR LOWER TOPS OF EXISTING MANHOLES. VALVE BOXES,
ETC. AS REQUIRED TO MATCH FINISHED GRADES.
BEFORE ANY MACHINE WORK IS DONE, CONTRACTOR SHALL STAKE OUT AND MARK ITEMS ESTABLISHED BY THE SITE
PRESERVED AT ALL TIMES DURING THE COURSE OF THE PROJECT. LACK OF TH
PLAN. CONTROL POINTS SHALL BE E
PROPER WORKING POINTS AND GRADE STAKES MAY REQUI R E CES SATION OF OPERATIONS UNTIL SU CH POINTS AND
GRADES HAVE BEEN REPLACED TO THE OWNERS SATISFACTION.
EXISTING CONDITIONS:
THE CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEWING ALL EXISTING JOB CONDITIONS. ANY ADVERSE CONDITIONS
AFFECTING WORK SHOWN ON THESE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR
POSSIBLE CLARIFICATION OR RECONCILIATION.
CONSTRUCTION SAFETY:
THESE DRAWINGS DO NOT CONTAIN THE REQUIREMENTS FOR JOB SAFETY. ALL PROVISIONS FOR SAFETY SHALL BE
SOLE RESPONSIBILITY OF THE CONTRACTOR.
STRUCTURAL FILL:
SEE SPECIFICATIONS FOR STRUCTURAL FILL INFORMATION,
OFFSITE BORROW / TRENCH BORROW:
OFFSITE BORROW MATERIAL PLACED ON SITE SHOULD BE LOW PLASTICITY (PI LESS THAN 25 AND LL LESS THAN 50)
AND SHALL BE FREE OF ORGANIC MATERIAL OR DEBRIS PLACE FILL IN 8" TO 10" LOOSE LIFTS AND COMPACT TO
95% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY, ASTM D698. THE MOISTURE CONTENT OF THE SOIL
SHOULD BE MAINTAINED WITHIN t 3 PERCENTAGE POINTS OF THE OPTIMUM MOISTURE CONTENT DETERMINED BY THE
SAME TEST. OFF -SITE BORROW MATERIAL TO BE OBTAINED FROM A PERMITTED SOURCE.
ADA AND LEGAL DISCLAIMER:
THIS DOCUMENT IS NOT REPRESENTED TO COMPLY WITH ALL REQUIREMENTS CONTAINED IN THE ADA OR OTHER LAWS.
ENGINEERS ARE NOT LICENSED TO INTERPRET LAWS OR GIVE ADVICE CONCERNING LAWS, THE OWNER SHOULD HAVE
THIS DOCUMENT REVIEWED BY HIS ATTORNEY TO DETERMINE LEGAL COMPLIANCE.
STANDARD EROSION CONTROL NOTES:
THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE NPDES PHASE II REQUIREMENTS. REQUIREMENTS
INCLUDE, BUT NOT LIMITED TO THE FOLLOWING:
1. IMPLEMENT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN AND KEEP A COPY OF THE PLAN ON
SITE. DEVIATION FROM THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN WILL BE CONSIDERED A
VIOLATION OF THE FEDERAL NPDES GENERAL PERMIT.
2. PREVENT SPILLING OF FUELS, LUBRICANTS, COOLANTS, HYDRAULIC FLUIDS, AND ANY OTHER PETROLEUM PRODUCTS
ONTO THE GROUND OR INTO SURFACE WATERS, DISPOSE OF SPENT FLUIDS APPROPRIATELY.
3. USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE,
FUNGICIDE AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS.
4. CONTROL MANAGEMENT AND DISPOSAL OF LITTER AND SANITARY WASTE FROM THE SITE SO THAT NO ADVERSE
IMPACT TO WATER QUALITY OCCURS.
5, INSPECT ALL EROSION AND SEDIMENTATION CONTROL FACILITIES EVERY SEVEN CALENDAR DAYS (TWICE IN SEVEN
CALENDAR DAYS FOR STORMWATER DISCHARGE TO STREAMS ON THE LATEST EPA - APPROVED 303(d) LIST) AND
WITHIN A 24 -HOUR PERIOD OF ANY STORM EVENT OF MORE THAN 0.5 INCHES OF RAIN IN A 24 -HOUR PERIOD.
MAINTAIN A RAIN GAUGE ON SITE AND KEEP RECORD OF THE RAINFALL AMOUNTS AND DATES.
6. OBSERVE STORMWATER RUNOFF DISCHARGES AND LOOK FOR CLARITY, FLOATING SOLIDS, SUSPENDED SOLIDS, OIL
SHEEN AND OTHER OBVIOUS INDICATORS OF POLLUTION AND EVALUATE THE EFFECTIVENESS OF THE EROSION AND
SEDIMENTATION CONTROL MEASURES. IF SEDIMENTATION IS LEAVING THE DISTURBED AREA, TAKE IMMEDIATE ACTION
TO CONTROL THE DISCHARGE.
7, KEEP A RECORD OF THE INSPECTIONS. RECORD ANY VISIBLE SEDIMENTATION FOUND OUTSIDE THE DISTURBED
LIMIT AND RECORD MEASURES TAKEN TO CLEAN UP THE SEDIMENT. MAKE THESE RECORDS AVAILABLE TO THE
DIVISION OF WATER QUALITY OR ITS AUTHORIZED AGENT UPON REQUEST.
8. MAINTAIN EROSION AND SEDIMENT CONTROL MEASURES TO KEEP THE OPERATING EFFICIENCY AT OPTIMUM AND
MAINTAINED AT MINIMUM 50% CAPACITY.
9. EARTH BERMS ON SEDIMENT TRAP AND DIVERSIONS TO BE STABILIZED WHEN INSTALLED.
10, GROUND STABILIZATION IN 7 DAYS ON PERIMETER AREAS AND SLOPES GREATER THAN 3:1. GROUND
STABILIZATION IN 14 DAYS CALENDAR DAYS ON OTHER AREAS.
11, GENERAL CONTRACTOR WILL KEEP THE STREET AT THE CONSTRUCTION ENTRANCE CLEAN,
12. ALL EROSION CONTROL MEASURES TO BE REMOVED WHEN THE SITE IS COMPLETED.
BARTLETT SsJO�I "��'
ENGINEERING & SURVEYING, PC = SEAL
f = 20106
1906 NASH STREET NORTH TELE: (252) 399 -0704 �' F
WILSON, N.C. 27893 -1726 FAX: [phone]
"�i/'S'1B PR
LICENSE# C -1551 www.bartlett.us.com
P: \— CADD \— LANDPROJECTS \CONDAW \12211 \DWG \12211SP5W— FUTURE.DWG 12/13/2012 12:01:52 PM
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1" = 30' CLIENT CODE: CONDAW
CAP
HIGHEST PRAISE CHURCH OE GOD F EDLDILBOOK1221 1316WF
DRAWN BY: LR
GRACING PLAN 162 NC 56 HWY SURVEY BY: TB, CN
LOUISBURG, NORTH CAROLINA REVISIONS:
120
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET SP3

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SITE DATA:
LOT AREA: 10.66 ACRES
DISTURBED AREA: 2.10 ACRES
EROSION CONTROL LEGEND
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EXISTING CONTOUR
ELEV
PROPOSED CONTOUR
EXISTING
LIMITS OF DISTURBANCE
- SF- 8f-
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EXISTING
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ENGINEERING & SURVEYING, PC SEAL
= 20106
1906 NASH STREET NORTH TELE: (252) 399 -0704 NG
WILSON, N.C. 27893 -1726 FAX: [phone] ell R t
LICENSE# C -1551 www.bartlett.us.com ''T ��S 8 F�ol``
LANDPROJECTS \CONDAW \12211 \DWG \12211SP5W_FUTURE•DWG 12 /13 /2012LANDPROJECTS \CONDAW \12211 \DWG 12/13/2012 12:01:52 PM
( IN FEET )
I inch = 30 ft.
i
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-- --- --- --
N/F
RIDLEY L. GUPTON &
JACQUELINE M. GUPTON
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MB 2 PG 183
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2815 -05 -1021
SILT FENCE ZONE: AR
LIMITS OF
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2815 -04 -1923
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In
WINTER /EARLY SPRING
SPECIES
RATE(LB /ACRE)
p
-
-{a
120
v
SEEDING DATES
12/1 -4/15
SOIL AMENDMENTS
Cn
LIMESTONE
rri
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BASIN AREA AREA RUNOFF
2815 -04 -1826
ZONE: AR
N/F
RIDLEY L. GUPTON &
JACQUELINE M. GUPTON
DB 1103 PG 698
MB 2 PG 183
PRF 2 SL 190
2815 -04 -1728
ZONE: AR
N89'02'20 "E 149.76'
120
SEEDING SCHEDULE:
TEMPORARY SEEDING
SEEDING MIXTURE
WINTER /EARLY SPRING
SPECIES
RATE(LB /ACRE)
GERMAN MILLET
_
RYE (GRAIN)
120
ANNUAL (KOBE) LESPEDEZA 60
SEEDING DATES
12/1 -4/15
SOIL AMENDMENTS
LIMESTONE
2000 LB /ACRE
FERTILIZER(10- 10 -10)
750 LB /ACRE
STRAW MULCH
4000 LB /ACRE
EMULSIFIED ASPHALT TACK 435 GALLON /ACRE
'PERMANENT SEEDIN
SEEDING MIXTURE
SPECIES
TALL FESCUE
COMMON BERMUDA
GERMAN MILLET
SEEDING DATES
SOIL AMENDMENTS
LIMESTONE
FERTILIZER(10- 10 -10)
STRAW MULCH
EMULSIFIED ASPHALT TACK
HYDROSEEDING
MATERIAL
SEED
FERTILIZER
STRAW MULCH
TACKIFIER
WINTER /EARLY SPRING
RATE(LB /ACRE)
200
10
2/1 -4/15
3000 -5000 LBS /ACRE
1000 LB /ACRE
4000 LB /ACRE
435 GALLON /ACRE
QUANTITY
200 LB /ACRE
500 LB /ACRE
2000 LB /ACRE
100 LB /ACRE
SUMMER
RATE(LB /ACRE)
40
4/15 -8/15
2000 LB /ACRE
750 LB /ACRE
4000 LB /ACRE
435 GALLON /ACRE
SUMMER
RATE(LB /ACRE)
200
10
15
5/1 -8/15
FALL
RATE(LB /ACRE)
120
60
8/15 -12/30
2000 LB /ACRE
1000 LB /ACRE
4000 LB /ACRE
435 GALLON /ACRE
FALL
RATE ((,B /ACRE)
200
10
8/25 -10/1
3000 -5000 LBS /ACRE 3000 -5000 LBS /ACRE
1000 LB /ACRE 1000 LB /ACRE
4000 LB /ACRE 4000 LB /ACRE
435 GALLON /ACRE 435 GALLON /ACRE
LOCATION MAP
NTS
SITE NOTES:
LOT AREA: 10.66± ACRES
PROPERTY ADDRESS: 162 NC 56 HWY
OWNER /DEVELOPER: HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NC 27549
PIN: 2805 -94 -8614
REFERENCE: DEED BOOK 859 PAGE 813
MAP BOOK 2 PAGE 190
PLAT BOOK 2005 PAGE 279
MAINTENANCE:
1. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CHECKED AT LEAST ONCE EVERY WEEK AND AFTER EVERY RUN -OFF PRODUCING RAINFALL,
2. SEDIMENT SHALL BE REMOVED AND DEVICES REPAIRED AND /OR REPLACED AS NECESSARY.
SEEDBED PREPARATION:
CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3" DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE.
RIP ENTIRE AREA 6" DEEP.
REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM,
APPLY AGRICULTURAL LIME AND FERTILIZER UNIFORMLY AND MIX WITH SOIL.
CONTINUE TILLAGE UNTIL A WELL PULVERIZED, REASONABLY UNIFORM SEEDBED IS PREPARED 4" TO 6" DEEP.
SPREAD SEED ON FRESHLY PREPARED SEEDBED AND COVER LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACKER AFTER SEEDING.
MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.
HYDROSEEDING
SURFACE ROUGHENING IS PARTICULARLY IMPORTANT WHEN HYDROSEEDING, AS A ROUGHENED SLOPE WILL PROVIDE SOME NATURAL COVERAGE FOR
LIME, FERTILIZER, AND SEED. THE SURFACE SHOULD NOT BE COMPACTED OR SMOOTH. FINE SEEDBED PREPARATION IS NOT NECESSARY FOR
HYDROSEEDING OPERATIONS: LARGE CLODS, STONES, AND IRREGULARITIES PROVIDE CAVITIES IN WHICH SEEDS CAN LODGE.
RATE OF WOOD FIBER (CELLULOSE) APPLICATION SHOULD BE AT LEAST 2,000 LB /ACRE.
APPLY LEGUME INOCULANTS AT FOUR TIMES THE RECOMMENDED RATE WHEN ADDING INOCULANT TO A HYDROSEEDER SLURRY.
IF A MACHINERY BREAKDOWN OF Y2 TO 2 HOURS OCCURS, ADD 50% MORE SEED TO THE TASK, BASED ON THE PROPORTION OF THE SLURRY
REMAINING, THIS SHOULD COMPENSATE FOR DAMAGE TO SEED. BEYOND 2 HOURS, FULL RATE OF NEW SEED MAY BE NECESSARY.
LIME IS NOT NORMALLY APPLIED WITH A HYDRAULIC SEEDER BECAUSE IT IS ABRASIVE. IT CAN BE BLOWN ONTO STEEP SLOPES IN DRY FORM.
CRIMPING STRAW MULCH
CRIMPING CAN BE APPLIED TO AREAS ADJACENT TO ANY SECTION OF THE ROADWAY WHERE TRAFFIC IS TO BE MAINTAINED OR ALLOWED DURING
CONSTRUCTION. IN AREAS WITHIN SIX FEET OF THE EDGE OF PAVEMENT, STRAW IS TO BE APPLIED AND THEN CRIMPED. AFTER THE CRIMPING
OPERATION IS COMPLETE, AN ADDITIONAL APPLICATION OF STRAW SHALL BE APPLIED AND IMMEDIATELY TACKED WITH A SUFFICIENT AMOUNT OF
UNDILUTED EMULSIFIED ASPHALT,
STRAW MULCH SHALL BE OF SUFFICIENT LENGTH AND QUALITY TO WITHSTAND THE CRIMPING OPERATION.
CRIMPING EQUIPMENT INCLUDING POWER SOURCE SHALL BE SUBJECT TO THE APPROVAL OF THE ENGINEER PROVIDING THAT MAXIMUM SPACING OF
CRIMPER BLADES SHALL NOT EXCEED 8 ".
CONSTRUCTION SEQUENCE:
1. OBTAIN PLAN APPROVAL BEFORE STARTING PROJECT. NO WORK TO BE DONE ON SITE UNTIL THE SEDIMENTATION AND EROSION CONTROL PLAN HAS BEEN
APPROVED AND PERMIT ACQUIRED. A PRECONSTRUCTION CONFERENCE MAY BE REQUIRED BEFORE ANY WORK BEGINS. NOTIRY THE NCDENR LQS BEFORE
WORK BEGINS AT PHONE NUMBER IS 919 - 791 -4200.
2. INSTALL APPLICABLE E &S CONTROL MEASURES PRIOR TO ONSET OF ANY LAND DISTURBING (INCLUDING DEMOLITION) ACTIVITIES.
a. INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE ACCORDING TO PLANS AND AS NEEDED. INSTALL SILT FENCE OUTLETS AT LOW AREAS ALONG LENGTH
OR AS NEEDED.
b. TREE PROTECTION FENCE INSTALLATION AND INSPECTION MAY BE REQUIRED PRIOR TO ISSUANCE OF GRADING PERMIT.
3. TEMPORARY SEDIMENT SKIMMER BASIN TO BE CONSTRUCTED WITH BAFFLES AND PROVIDED WITH TEMPORARY GROUND COVER AND STABILIZED. INSTALL
SKIMMER AND OUTLET ACCORDING TO DETAIL FOR TSSB,
4. BEGIN CONSTRUCTION OF BERMS AND WATER DIVERSION CHANNELS. PROVIDE TEMPORARY GROUND COVER /MATTING FOR DIVERSIONS WHEN BUILT. INSTALL
CHECK DAMS IN DIVERSIONS.
5. BEGIN ROUGH GRADING AND CONSTRUCTION OF BUILDING PAD.
a. ALL CUT AND FILL SLOPES IS TO BE AT LEAST 3:1 SLOPE.
b, CUT AND FILL SLOPES WILL BE STABILIZED WITHIN 15 DAYS OF ANY PHASE OF GRADING.
c. STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
d. PERMANENT GROUND COVER TO BE ESTABLLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. SEEDING TO BE DONE AT
RATES AS INDICATED ON PLAN.
6. BEGIN CONSTRUCTION OF UTILITIES.
7. BEGIN FINE GRADING.
a. ALL CUT AND FILL SLOPES IS TO BE AT LEAST 3:1 SLOPE.
b. PERIMETER AREAS AND CUT AND FILL SLOPES GREATER THAN 3:1 WILL BE STABILIZED WITHIN 7 DAYS OF ANY PHASE OF GRADING.
c. GROUND STABILIZATION IN 14 DAYS ON OTHER AREAS.
d. STREETS IN FRONT OF THE PROJECT WILL BE KEPT CLEAN AT ALL TIMES OR A WASH STATION WILL BE REQUIRED.
e. PERMANENT GROUND COVER TO BE ESTABLLISHED IN 15 WORKING DAYS OR 90 CALENDAR DAYS, WHICHEVER IS SHORTER. SEEDING TO BE DONE AT
RATES AS INDICATED ON PLAN.
8. REMOVAL OF SEDIMENT BASIN: AFTER UPLAND AREAS HAVE BEEN STABILIZED, DE -WATER BASIN USING PUMP AND DISCHARGE WATER USING DE- WATERING
BAG (SEE DETAIL). REMOVE SKIMMER AND SEDIMENTS. REGRADE AREA ACCORDING TO CONTOURS AS SHOWN ON PLANS, RE- SEED /VEGETATE AND
STABILIZE AREA.
9. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED COMPLETELY, INCLUDING WASTE PILES, REMOVE ALL TEMPORARY
MEASURES.
10. ALL APPLICABLE E &S CONTROL MEASURES ARE TO REMAIN AND BE PROPERLY MAINTAINED UNTIL A VIGOROUS STAND OF PERMANENT VEGEI'AION IS
ESTABLISHED.
TEMPORARY DIVERSION CALCULATIONS
SCHEDULE
10 -YEAR DESIGN STORM
I
I
SK TOTAL DISTURBED Tc Cc
I
REQ
j
n=
0.015
PROP
REQ
PROP
AREA PROP BAFFLEPLACEMENT
SK
ORIFICE
DEWATERING
BASIN AREA AREA RUNOFF
INTENSfTY
Q -10 SURFACE
-
LOCATION
DRAINAGE
DRAINAGE
RUNOFF
RAINFALL
REQUIRED
DITCH
I-- -- - --
BOTTOM FLOW
- - -1J
SIDE
FLOW
LO
WETTED HYDRAULIC, MANN.; ACTUAL
{ -TOP
!TOP 1,
-- - - - -
SHEAR
TEMP.
CFS SQ FT
AREA
AREA
COEFFICIENT
10 -YEAR
FLOW
SLOPE
_
WIDTH J DEPTH
SLOPE
ARE4�
PERNAEfFR I RADIUS J VEL_ LCAPACfIYjWIDTH
STRESS
LINER
I
5
SQ.FT.
ACRES
C
IN/HR
Q
s
d I y
M{
A
P i R ; V Q
j W
(Ibs /sq.ftJ
REQUIRED
TSVIPORARY DIVERSION91
23087
0.53
0.40
7.54
1.60
0.0069
0
j 0.431
3
! 0.56
2.73 0.201 2.861
2.591
0.19
THVIPORARY DVERSION#2
57064
1.31
I 0.40
7.54
3.95
0.0050
0
0.643
3
1 1.24
_1.601
, 4.071 0.311 3.18J 3.95)
- -� ---:
3.86
- 0.20
_YES
YES
SKIMMER SEDIMENT BASIN
SCHEDULE
I
I
SK TOTAL DISTURBED Tc Cc
I
REQ
WEIR
PROP
REQ
PROP
AREA PROP BAFFLEPLACEMENT
SK
ORIFICE
DEWATERING
BASIN AREA AREA RUNOFF
INTENSfTY
Q -10 SURFACE
LENGTH
WIC
DEPTH
LENGTH
BASES
SURFACEI
SIDFT
(MEASURED EDFROMINFB INFLOW B0)
SIZE
SEE
TIME
_
SB# ACRES ACRES MIN COEFF
NHR
CFS SQ FT
FT
� CF
/FT�
FT. (VOCE
1 1.93 1.93
5
0.4
7.54
5.82
1892
62
31
2.5
5
YES
1892
3474
2:1 _
1069
3653
1 22
37
52
1.5
1.25
3.1
'MINIMUM WEIR WIDTH = 4'
-I
"REQUIRED VOLUMED IS 1800 CU FT /DISTURBED ACRE
_I
_
HIGHEST PRAISE CHURCH OF GOD
GRADING PLAN 162 NC 56 HWY
LOUISBURG, NORTH CAROLINA
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 " = 30' CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
REVISIONS:
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET SP4

1
I
v
VAN
SIGNS SHALL BE 0.080 ALUMINUM PARKING
BOLT TO STEEL TUBE W/3/8" CADIUM RESERVED
PLATED BOLTS, NUTS & WASHERS 0
2 "x 2" – .188 STEEL TUBE EXTEND
INTO CONCRETE FILLED PIPE 2'– 0"
PROVIDE WELDED WATERTIGHT CAP
PAINT P &L #6118 BLACK COFFEE
OR EQUAL
PAVEMENT
U
RESERVED
EXPANSION JOINTS 30' -0" O.C. MAX.
PAR KING
RESERVED
N
MAXIMUM
PENALTY
PARKING
$250
as so•a7.e
—
12°
SIGN R7 -BE
(COLOR5 /CORNER RADII SAMEA5 4.1.2-PART 1)
THIS SIGN MAY BE USaD IN PLACE OF SIGNS
R7•6jR7;8D(5EE 4.1,2- PART3)
z — VAN ACCE5515LE -
z I 5144 (AS REQUIRED) / .v
E o z
3 .0.1.6 n
_ IJJ
RraE-•�-' _
n .
•R1•a0
�9 b i(1
12° 12"
�516N R7.8�
STANDARD COLORS (ALL51GN5)1
BACKGROUND -WHITE FIGURE-WHITE ON BLUE FIELD
LETTERING /BORDER- GREPH
ARROWGREEN COP NERRADIU5'11 (TYPICAL)
MAXIMUM VAN _
PENALTY
$ 250 ACCESSIBLE'
12" 12L
51GP1 P.7.80 VAN ACCESSIBLE SIGN
HANDICAP SIGN
SIDEWALK
a � Q
n a �
a a a
CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN
HANDICAP SIGN
J
a a a
i � z
a < a
11.0' MIN — 5.0' MIN B.0' MIN
TYPICAL VAN SPACE STANDARD HC SPACE
HANDICAP SPACE D ETAI L
NO SCALE
BARTLETT �'`
ENGINEERING & SURVEYING, PC - SEAL
1906 NASH STREET NORTH TELE: (252) 399 -0704 = 20106 _
:,t -
WILSON, N.C. 27893 -1726 FAX: [phone]
LICENSE# C -1551 www.bartlett.us.com ' %�'QT S. b
P : \_CADD \_LANDPROJECTS \CONDAW \12211 \DWG\ 12211 SP 5W_FUTU RE. DWG 12/13/2012 12:01:52 PM
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN
DETAIL SHEET
<119
'I
18"# 6 STEEL
ROD
/8" DIA. HOLE
I
ACE OF BUILDING
4" 1
WHEEL STOPS
NO SCALE
6"
R1 /2"
STANDARD CONCRETE CURB TAPER
NO SCALE
5 13/16" BITUMINOUS
CONC. SURFACE COURSE
12" R3" f
COMPACTED
L STONE BASE
COURSE
I^ 24"
SPILL CURB & GUTTER
(PARKING LOT)
NO SCALE
6"
R1 /2" R3"
BITUMINOUS
5 13/16" CONC. SURFACE COURSE
12 �R3"
COMPACTED
L STONE BASE
COURSE
t� 24" -1
CURB AND GUTTER
(PARKING LOT)
NO SCALE
1. ALL CURB & GUTTERS ARE TO BE POURED WITH CLASS "A" CONCRETE (300D PSI),
2. FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200'.
3. CONTRACTION JOINTS SHALL BE SPACES AT 10' INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
4. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED 13Y TEMPLATES, A
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
5. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
6. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS ADJACENT TO ALL RIGID OBJECTS.
CURB & GUTTER DETAILS
NO SCALE
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NORTH CAROLINA
EXPANSION JOINTS 30' -0" O.C. MAX.
RESERVED
RESERVED
PARKING
PARKING
—
12° 12"
�516N R7.8�
STANDARD COLORS (ALL51GN5)1
BACKGROUND -WHITE FIGURE-WHITE ON BLUE FIELD
LETTERING /BORDER- GREPH
ARROWGREEN COP NERRADIU5'11 (TYPICAL)
MAXIMUM VAN _
PENALTY
$ 250 ACCESSIBLE'
12" 12L
51GP1 P.7.80 VAN ACCESSIBLE SIGN
HANDICAP SIGN
SIDEWALK
a � Q
n a �
a a a
CONDITION 1: PEDESTRIAN PATH DOES NOT
PASS UNDER OR AROUND SIGN
HANDICAP SIGN
J
a a a
i � z
a < a
11.0' MIN — 5.0' MIN B.0' MIN
TYPICAL VAN SPACE STANDARD HC SPACE
HANDICAP SPACE D ETAI L
NO SCALE
BARTLETT �'`
ENGINEERING & SURVEYING, PC - SEAL
1906 NASH STREET NORTH TELE: (252) 399 -0704 = 20106 _
:,t -
WILSON, N.C. 27893 -1726 FAX: [phone]
LICENSE# C -1551 www.bartlett.us.com ' %�'QT S. b
P : \_CADD \_LANDPROJECTS \CONDAW \12211 \DWG\ 12211 SP 5W_FUTU RE. DWG 12/13/2012 12:01:52 PM
CONDITION 2: PEDESTRIAN PATH GOES BY,
UNDER, OR AROUND SIGN
DETAIL SHEET
<119
'I
18"# 6 STEEL
ROD
/8" DIA. HOLE
I
ACE OF BUILDING
4" 1
WHEEL STOPS
NO SCALE
6"
R1 /2"
STANDARD CONCRETE CURB TAPER
NO SCALE
5 13/16" BITUMINOUS
CONC. SURFACE COURSE
12" R3" f
COMPACTED
L STONE BASE
COURSE
I^ 24"
SPILL CURB & GUTTER
(PARKING LOT)
NO SCALE
6"
R1 /2" R3"
BITUMINOUS
5 13/16" CONC. SURFACE COURSE
12 �R3"
COMPACTED
L STONE BASE
COURSE
t� 24" -1
CURB AND GUTTER
(PARKING LOT)
NO SCALE
1. ALL CURB & GUTTERS ARE TO BE POURED WITH CLASS "A" CONCRETE (300D PSI),
2. FLEXIBLE FORMS ARE TO BE USED WHEN RADII IS LESS THAN 200'.
3. CONTRACTION JOINTS SHALL BE SPACES AT 10' INTERVALS. JOINT SPACING MAY BE
ALTERED BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
4. CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR FORMED BY
OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED 13Y TEMPLATES, A
MINIMUM DEPTH OF 1 1/2" SHALL BE OBTAINED.
5. ALL CONTRACTION JOINTS SHALL BE FILLED WITH JOINT FILLER.
6. EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS ADJACENT TO ALL RIGID OBJECTS.
CURB & GUTTER DETAILS
NO SCALE
HIGHEST PRAISE CHURCH OF GOD
162 NC 56 HWY
LOUISBURG, NORTH CAROLINA
NOTE: SIDEWALK TO HAVE 1/4 PER INCH SLOPE MAX
SIDEWALK DETAIL
NO SCALE
4 " -8" TROWELED SMOOTH EDGE
FOR 'WINDOW PANE' FINISH
a
144" RAD. \\
BOTH SIDES)
3000. PSI. CONCRETE -
JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
BROOM FINISH
6" THICK 4000 PSI CONCRETE
�— 6 "x 6" – W2.0 x W2.0 WWF REINFORCMENT
_ — — . . (2" FROM BOTTOM)
-I I ED I I I -I I I 6 CABC STONE BASE
—I I I —I I I —I I I- �� COMPACTED SUBGRADE
PROVIDE EXPANSION JOINTS ALONG FACE OF
BUILDING PAD AND SPACE EVERY 20' MAX.
CONCRETE PAVING DETAIL
NO SCALE
2" ASPHALT (SF9.5A)
8" CABC STONE BASE
COMPACTED SUBGRADE
ASPHALT PAVING DETAIL
NO SCALE
NPDES Siormwater Discharge Permit for Construction ActhAties(NCG01)
BROOM FINISH
NCDENR /Division of Water Quality
Perimeter dikes, swales, ditches, slopes 7 days None
High Quality Water (HQW) Zones 7 days None
If slopes are 10' or less in length and are
Slopes steeper than 3:1 7 days not steeper than 2:1 14 days are allowed.
1 Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
11't;: - °z;; All other areas with slopes flatter than 4:1 I 14 days I None, except for perimeters and HQW Zones.
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 = 30' CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
REVISIONS:
LOUISBURG TOWNSHIP
NORTH CAROLINA
PIN # 2805 -94 -8614
FRANKLIN COUNTY
ZONE: AR
SHEET DT1
EXPANSION JOINTS 30' -0" O.C. MAX.
CONTROL JOINTS 5' -0" O.C. MAX.
AS INDICATED
BROOM FINISH
—
• . .3000. PSI' CONCRETE
NOTE: SIDEWALK TO HAVE 1/4 PER INCH SLOPE MAX
SIDEWALK DETAIL
NO SCALE
4 " -8" TROWELED SMOOTH EDGE
FOR 'WINDOW PANE' FINISH
a
144" RAD. \\
BOTH SIDES)
3000. PSI. CONCRETE -
JOINT FILLER
TRANSVERSE EXPANSION JOINT IN SIDEWALK
BROOM FINISH
6" THICK 4000 PSI CONCRETE
�— 6 "x 6" – W2.0 x W2.0 WWF REINFORCMENT
_ — — . . (2" FROM BOTTOM)
-I I ED I I I -I I I 6 CABC STONE BASE
—I I I —I I I —I I I- �� COMPACTED SUBGRADE
PROVIDE EXPANSION JOINTS ALONG FACE OF
BUILDING PAD AND SPACE EVERY 20' MAX.
CONCRETE PAVING DETAIL
NO SCALE
2" ASPHALT (SF9.5A)
8" CABC STONE BASE
COMPACTED SUBGRADE
ASPHALT PAVING DETAIL
NO SCALE
NPDES Siormwater Discharge Permit for Construction ActhAties(NCG01)
BROOM FINISH
NCDENR /Division of Water Quality
Perimeter dikes, swales, ditches, slopes 7 days None
High Quality Water (HQW) Zones 7 days None
If slopes are 10' or less in length and are
Slopes steeper than 3:1 7 days not steeper than 2:1 14 days are allowed.
1 Slopes 3:1 or flatter 14 days 7 days for slopes greater than 50' in length.
11't;: - °z;; All other areas with slopes flatter than 4:1 I 14 days I None, except for perimeters and HQW Zones.
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 = 30' CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
REVISIONS:
LOUISBURG TOWNSHIP
NORTH CAROLINA
PIN # 2805 -94 -8614
FRANKLIN COUNTY
ZONE: AR
SHEET DT1

I
I
L = The distance such That points
A and B are of equal elevation
Figure 6.83a Space check dams in a channef so that the crest a[ downstream dam is al elevation of the toe of upstream dam.
CHECK DAM SPACING DETAILS
NO SCALE
Filter
9" min
1.5 min.
Plan View
w
Filter Cloth
Cross- 5ection View
Figure 6.83b Stonc check dam stone should be placed over the channel banks to keep waterfrom cutting around the
clam.
CHECK DAM CROSS- SECTION VIEW
NO SCALE
CONSTRUCTION SPECIFICATION:
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION,
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS
THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS
OF THE CHECK DAM.
4. SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME
A� THE TOE ELEVATION OF THE UPPER DAM.
5. PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION.
6. MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE.
7. ENSURE THAT THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO
DAMAAGE OR BLOCKAGE FROM DISPLACED STONES.
MAINTENANCE:
INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT ()� INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY,
CLOG THE CHANNEL WHEN NEEDED. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD
ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE
EDGES OF THE DAM. CORREDT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS,
ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.
REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION,
ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING
SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
Dewatering Bag Standard Drawing
The purpose of a Dewatering Bag is to collect sediment contained in the discharged water, to prevent the
scour and erosion from water exiting a pipe at high velocity, to defuse the water over a wider area to
minimize erosion as the water drains away, and to retain oil contained within effluent.
A SedCatch® dewatering bag or approved equal should be used anytime water is pumped on the site.
SedCatch® Dewaterin g Bag
www.SedCatch.com
PUMP INSERT DISCHARGE
HOSE 5ft IN BAG
SUCTION HOSE DEWATERING
W
BAG
�. .. . . . . .
-� . .
- -� I I
- '- I -I IB I I I I I -I I I_I -III • '. . y . W .
-I WATER j= � !-_
DISCHARGE -
L;- .,.., -- HOSE
WRAP ROPE 11 =II ;EEI II A
6 TIMES
i6_I I I -� �I -III=
-T I_ if
Installation and Use:
1, Place SedCatch®Dewatering Bag on the ground or on a trailer over a relatively level, stabilized area.
2. Insert discharge pipe a minimum of 5ft. Inside SedCatch(D dewotering bag and secure with a rope
((Included) wrapped 6 times around the snout over a 6 inch width of the bag,
3. Replace SedCatch ®Dewatering Bag when half full of sediment or when the sediment has reduced
the flow rate of the pump discharge to an impractical amount.
Maintenance and Disposal:
1. Remove and dispose of accumulated sediment away from waterways or environmentally sensitive .
areas. Slit open Sediment Bag and remove accumulated sediment. Dispose of bag at an appropriate
recycling or solid waste facility. OR; as directed by engineer or inspector.
Figure 6.17d Temporary Channel Liners: 1;Vashington State Department of Ecology
Excavate channel to design
n 4 Overlap 6' min, grade and cvoss-scctlon dr
Dcslgn depth
Longitudinal
anchor french
Overcut channel 2 to allow bulking1%
during seedbed preparation '�'� ", " "` "' " " "`'•''' "''- 'j`�''
l Typical it stullatimr
-� lrl- with erosion control ' II -,h
blankets or turf 1 s �:.
a •�' reinforcement mats
Intermittent check slot Longitudinal anchor trench
Shingle -lop spliced ends or begin new
roll in an intermit tent check lot
Prepare sail and apply seed beforef t
installing blankets, mats or• other
temporary channel liner sy st m
i
11 o
yam;
.J rl�
k 1 rw
7777.. 3
r
r:. r-- � t'>,S ., • rr r r J, rr v I
NOTES:
1. Design velocities exceeding 2 f t /sec require temporary blankets, mats or similar liners to protect
seed and soil until Vcgctatian bc:amcs established.
2. Grass -lined channels with design • :clocitics c>.cecding 6 ft; scc should include turf reinforcement
mats
TEMPORARY CHANNEL LINER
NO SCALE
1. APPLY LIME, FERTILIZER AND SEED BEFORE LAYING NET OR MAT,
2. START LAYING THE NET FROM THE TOP OF CHANNEL OR SLOPE AND UNROLL IT DOWN THE
GRADE. ALLOW NETTING TO LAY LOOSELY ON THE SOIL BUT WITHOUT WRINKLES - DO NOT STRETCH.
MAT OR BLANKET - TYPE PRODUCT SHOULD PROVIDE AT LEAST 30% COVERAGE OF THE SURFACE
WHERE IT IS APPLIED.
3. TO SECURE THE NET, BURY THE UP SLOPE END IN_A SLOT OR TRENCH NO LESS THAN 6 INCHES DEEP,
STRETCH THE NET WHEN APPLYING STAPLES.
4, TD JOIN TWO STRIPS, CUT A TRENCH AND ANCHOR THE END TO THE NEW NET. OVERLAP THE END
OF THE PREVIOUS ROLL 18 INCHES, AS SHOWN, AND STAPLE EVERY 12 INCHES JUST BELOW THE
ANCHOR SLOT,
MAINTENANCE:
INSPECT ALL MULCHES PERIODICALLY AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION,
OR FAILURE. WHEN EROSION IS OB §ERVED, APPLY ADDITIONAL MULCH, IF WASHOUT OCCURS, REPAIR
THE SLOPE GRADE RESEED, AND REINSTALL MULCH, CONTINUE INSPECTIONS UNTIL VEGETATION IS
FIRMLY ESTABLISHED.
VARIABLE
BOARD -1 = 0.50' (MIN.)
FLOW DEPTH
L,
- -1 (EE TABLE)
SLOPE AND SIDE SLOPES
(SEE TABLE)
NOTE: PROVIDE TEMPORARY LINER
TEMPORARY DIVERSIONS
SWALE #
SLOPE
FLOW DEPTH
(BARE SOIL)
51DESLOPES
# 1
0.0069
0.43
3:1
#2
0,0050
0.64
3:1
CONSTRUCTION SPECIFICATION:
1. REMOVE ALL TREES, BRUSH, STUMPS, AND OTHER
OBJECTIONABLE MATERIAL FROM THE FOUNDATION AREA, AND
DISPOSE OF PROPERLY,
2. EXCAVATE THE CHANNEL, AND SHAPE IT TO NEAT LINES AND
DIMENSIONS SHOWN ON THE PLANS PLUS A 0.2 -FOOT
OVERCUT AROUND THE CHANNEL PERIMETER TO ALLOW FOR
BULKING DURING SEEDBED PREPARATIONS AND SOD BUILDUP.
3. REMOVE AND PROPERLY DISPOSE OF ALL EXCESS SOIL SO
THAT SURFACE WATER MAY ENTER THE CHANNEL FREELY.
4. THE PROCEDURE USED TO ESTABLISHED GRASS IN THE
CHANNEL WILL DEPEND UPON THE SEVERITY of THE
CONDITIONS AND SELECTION OF SPECIES. PROTECT THE
CHANNEL WITH MULCH OR A TEMPORARY LINER SUFFICIENT TO
WITHSTAND ANTICIPATED .VELOCITIES DURING THE
ESTABLISHMENT PERIOD.
MAINTENANCE:
DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED
CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED,
PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY
RAINFALL EVENT, IMMEDIATELY MAKE REPAIRS. IT IS
PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND
ALL ROAD CROSSING FOR BANK STABILITY AND EVIDENCE OF
PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT
ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY.
KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITIONS AT ALL
TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE
CHANNEL.
Q
SILT
FENCE
TEMPORARY '
STOCKPILE H= VARIES
TEMPORARY STOCKPILE WITH SILT FENCE
NO SCALE
STOCKPILE STABILIZATION
\ STOCKPILES OF SOIL AND OTHER BUILDING MATERIALS TO REMAIN IN PLACE MORE THAN THREE (3) DAYS SHALL
BE FURNISHED WITH EROSION AND SEDIMENT CONTROL MEASURES (I.E. PERIMETER SILT FENCE). STOCKPILES
TO REMAIN IN PLACE FOR 30 DAYS OR MORE SHALL RECEIVE TEMPORARY SEEDING.
APPLICABLE AT ALL POINTS OF INGRESS & EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF THE DEVICE AND
TIMELY MAINTENANCE MUST BE PROVIDED.
NOTES:
A. N.C.D.O.T. # 5 WASHED STONE SHALL BE USED. PAD TO BE 100' L X 20'W X 6 "D
B. TURNING RADIUS TO BE SUFFICIENT TO ACCOMMODATE LARGER TRUCKS
C. ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR MAXIMUM UTILIZATION BY ALL CONSTRUCTION TRUCKS.
D. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR DIRECT FLOW OF TRAFFIC ONTO STREETS.
PERIODIC TOP DRESSING WITH STONE WILL BE NECESSARY, KEEP SOME ON HAND,
E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE ROAD MUST BE CLEANED IMMEDIATELY.
MAINTENANCE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD AND SEDIMENT FROM LEAVING THE CONSTRUCTION SITE.
THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED
TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED,
WASHED, OR TRACKED ONTO PUBLIC ROADWAYS.
CONSTRUCTION ENTRANCE
NO SCALE
Arm Assemb\ly
'•f. 1111 (_!!LL L e...
V1
�.
' V:atcr Ertry
PERSPECTIVE VIEW
P'-.,'C End PVC Went
PVC rare. pipe 5cned!ta 40
C a P \ � ` P'dC Pipe
iJ�'¢sc •._
PVC End t
CUP
,chadulc 40 '
.T- 'T
r WC Tic rP11C P +pc• PVC Pipc •" �-
P'A'C Tom Orifice
- Ho,c. in
r' PI OTC
Ltndcr:ica r1c.� :iblc �� P P
Hess / !�
_.J Batton 5orfaca
ENO VIEW FRONT VIEW
Figure 6 -64a _ °cheinaiic of a sk;mmar, fear -Pennsf:vania Er,_,sion and Sedin',&tt Pollution Control Nlanual,
SKIMMER DETAIL
NO SCALE
i d
w_
Outlet, Class 1 ' -3r Inlet Zone
t I n rap �' X y f `� '{ J 35 / of surface area
` r
1.'; J ` I do ;4` �' �: )1 t ' •_ v t �' � ` 1 � r ,t jr st Clwntber
area
to �"
'c�.f 1 � L J n '�•.�,•U`1 ] ` }" t ,, : 1 hJ F r i
:7 � r J. !r ri�rm�ir •_T 'sr �rl Yr� a r t
•r., _ .ir.Jjiit"a,t:kcS,. 7.. �:� -fib" .,,� •`I Second Lhambcr.
face area
t xk $TNNN'. t 15 /eof surface area
Figure 6.65c Example or porous baOle using sill [once Wilh slits cut in each allernaliog space of wire bad',ing fence. (City of High PoInt, NC delal.)
PERSPECTIVE VIEW
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6,62, SEDIMENT FENCE)
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES
OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN
LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE
SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO
A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH B -INCH EROSION CONTROL MATTING
STAPLES.
B. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE To MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD
NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
TEMPORARY SEDIMENT TRAP (TST)- BAFFLE INSTALLATION
NO SCALE
Plan
Ir,T•,uvi•
stru -tt11
H.
Avc -mgr,
Width Vi
Araa of basin w
top of prmcipd sp. -..._, �... -.....
infla•A'
strucvu•a
80� fias
r I �
Y Frezboard
Embantanent
Sediment Cm-ss -5• Ec't•ion '-
ssorege zone
'.view
Figure 6.646 EXaallple of a s TZTIEnt basin tivith a skimmer outlet and emergency spilt; +ray_ From r'amsyirania
Erosion aad S'edims-it PoUuiion Control hl nxmzi!i, tolarck 2M.
6.64.6
R.M. IFA1 6
CONSTRUCTION SPECIFICATION
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL
SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY.
HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER,
AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT To EXCEED 9 INCHES, AND MACHINE
COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN To THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE
MUCH BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER
OF STONE OR TIMBER,
4, PLACE THE BARREL (TYPICALLY 4 -INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL
AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT IT
UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE
PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY
BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED
BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE
BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT, BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF
THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7, EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE
ACHIEVEMENT of PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE
CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED
PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE
BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY
BE SECURED WITH 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR
SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR
THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED,
THE UPPER SECTIONS(S) SHOULD OVERLAP THE LOWER SECTIONS) SO THAT WATER CANNOT FLOW UNDER THE
FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 8.
INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS
OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL
AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9, EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED, STABILIZE THE
EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST of THE PRINCIPAL
SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE. 6.65
11. AFTER ALL THE SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND
ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE
PROPERLY.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE -HALF INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT ACCUMULATES TO ONE -HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN
DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE- ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL
MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS, ALSO CHECK THE ORIFICE INSIDE
THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED
WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR
IMMEDIATELY, REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN, SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN
THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
TEMPORARY SKIMMER SEDIMENT BASIN
NO SCALE
BARTLETT
HIGHEST PRAISE CHURCH OE GOD
ENGINEERING &SURVEYING, PC _ SEAL\ti = DETAIL SHEET
,y 1906 NASH STREET NORTH TELE: (252) 399 -0704 20106 = 162 NC 56 HWY
WILSON, N.C. 27893 -1726 FAX: [phone] %;10� F�'GINE�� � ~.=
LICENSE# C -1551 www.bartlett.us.com LOUISBURG, NORTH CAROLINA
P: \_CADD \_LANDPROJECTS \CONDAW\ 12211 \DWG \12211SP5W_FUTURE.DWG 12/13/2012 12:01:52 PM
Cross- Section
View
1
a
Steel
fabric Backfill trench tJaturnl
post
11 , !Ill \
\\4
a..
aV,
4�iT= tiU+•T' -/
i d
w_
Outlet, Class 1 ' -3r Inlet Zone
t I n rap �' X y f `� '{ J 35 / of surface area
` r
1.'; J ` I do ;4` �' �: )1 t ' •_ v t �' � ` 1 � r ,t jr st Clwntber
area
to �"
'c�.f 1 � L J n '�•.�,•U`1 ] ` }" t ,, : 1 hJ F r i
:7 � r J. !r ri�rm�ir •_T 'sr �rl Yr� a r t
•r., _ .ir.Jjiit"a,t:kcS,. 7.. �:� -fib" .,,� •`I Second Lhambcr.
face area
t xk $TNNN'. t 15 /eof surface area
Figure 6.65c Example or porous baOle using sill [once Wilh slits cut in each allernaliog space of wire bad',ing fence. (City of High PoInt, NC delal.)
PERSPECTIVE VIEW
1. GRADE THE BASIN SO THAT THE BOTTOM IS LEVEL FRONT TO BACK AND SIDE TO SIDE.
2. INSTALL POSTS OR SAW HORSES ACROSS THE WIDTH OF THE SEDIMENT TRAP (PRACTICE 6,62, SEDIMENT FENCE)
3. STEEL POSTS SHOULD BE DRIVEN TO A DEPTH OF 24 INCHES, SPACED A MAXIMUM OF 4 FEET APART, AND INSTALLED UP THE SIDES
OF THE BASIN AS WELL. THE TOP OF THE FABRIC SHOULD BE 6 INCHES HIGHER THAN THE INVERT OF THE SPILLWAY. TOPS OF
BAFFLES SHOULD BE 2 INCHES LOWER THAN THE TOP OF THE BERMS.
4. INSTALL AT LEAST THREE ROWS OF BAFFLES BETWEEN THE INLET AND OUTLET DISCHARGE POINT. BASINS LESS THAN 20 FEET IN
LENGTH MAY USE 2 BAFFLES.
5. WHEN USING POSTS, ADD A SUPPORT WIRE OR ROPE ACROSS THE TOP OF THE MEASURE TO PREVENT SAGGING.
6. WRAP POROUS MATERIAL, LIKE JUTE BACKED BY COIR MATERIAL, OVER A SAWHORSE OR THE TOP WIRE. HAMMER REBAR INTO THE
SAWHORSE LEGS FOR ANCHORING. THE FABRIC SHOULD HAVE FIVE TO TEN PERCENT OPENINGS IN THE WEAVE. ATTACH FABRIC TO
A ROPE AND A SUPPORT STRUCTURE WITH ZIP TIES, WIRE, OR STAPLES.
7. THE BOTTOM AND SIDES OF THE FABRIC SHOULD BE ANCHORED IN A TRENCH OR PINNED WITH B -INCH EROSION CONTROL MATTING
STAPLES.
B. DO NOT SPLICE THE FABRIC, BUT USE A CONTINUOUS PIECE ACROSS THE BASIN.
INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
BE SURE To MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT PROMPTLY.
REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO
REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. SEDIMENT DEPTH SHOULD
NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH.
AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT
DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
TEMPORARY SEDIMENT TRAP (TST)- BAFFLE INSTALLATION
NO SCALE
Plan
Ir,T•,uvi•
stru -tt11
H.
Avc -mgr,
Width Vi
Araa of basin w
top of prmcipd sp. -..._, �... -.....
infla•A'
strucvu•a
80� fias
r I �
Y Frezboard
Embantanent
Sediment Cm-ss -5• Ec't•ion '-
ssorege zone
'.view
Figure 6.646 EXaallple of a s TZTIEnt basin tivith a skimmer outlet and emergency spilt; +ray_ From r'amsyirania
Erosion aad S'edims-it PoUuiion Control hl nxmzi!i, tolarck 2M.
6.64.6
R.M. IFA1 6
CONSTRUCTION SPECIFICATION
1. CLEAR, GRUB, AND STRIP THE AREA UNDER THE EMBANKMENT OF ALL VEGETATION AND ROOT MAT. REMOVE ALL
SURFACE SOIL CONTAINING HIGH AMOUNTS OF ORGANIC MATTER AND STOCKPILE OR DISPOSE OF IT PROPERLY.
HAUL ALL OBJECTIONABLE MATERIAL TO THE DESIGNATED DISPOSAL AREA. PLACE TEMPORARY SEDIMENT CONTROL
MEASURES BELOW BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, WOODY VEGETATION, ORGANIC MATTER,
AND OTHER OBJECTIONABLE MATERIAL. PLACE THE FILL IN LIFTS NOT To EXCEED 9 INCHES, AND MACHINE
COMPACT IT. OVERFILL THE EMBANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN To THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING DEVICE FROM SETTLING INTO THE
MUCH BY EXCAVATING A SHALLOW PIT UNDER THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER
OF STONE OR TIMBER,
4, PLACE THE BARREL (TYPICALLY 4 -INCH SCHEDULE 40 PVC PIPE) ON A FIRM, SMOOTH FOUNDATION OF
IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL OR CRUSHED STONE AS BACKFILL
AROUND THE PIPE. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 -INCH LAYERS AND COMPACT IT
UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE
TAKEN NOT TO RAISE THE PIPE FROM THE FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE
PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY
BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED
BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE.
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURERS INSTRUCTIONS, OR AS DESIGNED.
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE FLEXIBLE JOINT AT THE INLET OF THE
BARREL PIPE. ATTACH THE FLEXIBLE JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE
EXCAVATED PIT OR SUPPORT, BE SURE TO ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF
THE BASIN. THIS WILL BE USED TO PULL THE SKIMMER TO THE SIDE FOR MAINTENANCE.
7, EARTHEN SPILLWAYS - INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTENT POSSIBLE. THE
ACHIEVEMENT of PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE
CRITICAL TO THE SUCCESSFUL OPERATION OF THE SPILLWAY. THE SPILLWAY SHOULD BE LINED WITH LAMINATED
PLASTIC OR IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG ENOUGH TO COVER THE
BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY
BE SECURED WITH 8 -INCH STAPLES OR PINS. THE FABRIC MUST BE LONG ENOUGH TO EXTEND DOWN THE
SLOPE AND EXIT ONTO STABLE GROUND. THE WIDTH OF THE FABRIC MUST BE ONE PIECE, NOT JOINED OR
SPLICED: OTHERWISE WATER CAN GET UNDER THE FABRIC. IF THE LENGTH OF THE FABRIC IS INSUFFICIENT FOR
THE ENTIRE LENGTH OF THE SPILLWAY, MULTIPLE SECTIONS, SPANNING THE COMPLETE WIDTH, MAY BE USED,
THE UPPER SECTIONS(S) SHOULD OVERLAP THE LOWER SECTIONS) SO THAT WATER CANNOT FLOW UNDER THE
FABRIC. SECURE THE UPPER EDGE AND SIDES OF THE FABRIC IN A TRENCH WITH STAPLES OR PINS. 8.
INLETS- DISCHARGE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. USE TEMPORARY SLOPE DRAINS
OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL
AREA TO IMPROVE BASIN TRAP EFFICIENCY.
9, EROSION CONTROL - CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE
WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED, STABILIZE THE
EMERGENCY SPILLWAY EMBANKMENT AND ALL OTHER DISTURBED AREAS ABOVE THE CREST of THE PRINCIPAL
SPILLWAY IMMEDIATELY AFTER CONSTRUCTION.
10. INSTALL POROUS BAFFLES AS SPECIFIED IN PRACTICE. 6.65
11. AFTER ALL THE SEDIMENT - PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND
ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE
PROPERLY.
MAINTENANCE
INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE -HALF INCH OR GREATER)
RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS
WHEN SEDIMENT ACCUMULATES TO ONE -HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE
SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT
JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN
DOES NOT HOLD DOWN THE SKIMMER.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE- ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR
AROUND THEM.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL
MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THESE DOES NOT WORK,
PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS, ALSO CHECK THE ORIFICE INSIDE
THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED
WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE
REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS
WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR
EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIR
IMMEDIATELY, REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN, SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN
THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
TEMPORARY SKIMMER SEDIMENT BASIN
NO SCALE
BARTLETT
HIGHEST PRAISE CHURCH OE GOD
ENGINEERING &SURVEYING, PC _ SEAL\ti = DETAIL SHEET
,y 1906 NASH STREET NORTH TELE: (252) 399 -0704 20106 = 162 NC 56 HWY
WILSON, N.C. 27893 -1726 FAX: [phone] %;10� F�'GINE�� � ~.=
LICENSE# C -1551 www.bartlett.us.com LOUISBURG, NORTH CAROLINA
P: \_CADD \_LANDPROJECTS \CONDAW\ 12211 \DWG \12211SP5W_FUTURE.DWG 12/13/2012 12:01:52 PM
SILT FENCE DETAIL
NO SCALE
ral
,d
INSTALLATION SPECIFICATIONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE
FENCE. CHECK WITH A LEVEL IF NECESSARY.
2, INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT
LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST
NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE THE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE
TWICE FOR A TOTAL OF 4 TRIPS.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME INEFFECTIVE, REPLACE
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
FLOW DIRECTION 1
n ur
IUl�6„
II
II
SIDE VIEW
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE "a
NOTE: o°
SILT FENCE FABRIC TO OVERLAP o O
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC
ON WIRE FENCE
0
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE 15 A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
.0.
°<
e o o��
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
> ,m.v 0110,, o
Loveu'avv _...'�e&�o
I STEEL FENCE POST SET_ I
.o
STEEL FENCE POST
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 tr = 30' CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
REVISIONS:
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
NO SCALE
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET DT2
Cross- Section
View
Filter
Steel
fabric Backfill trench tJaturnl
post
and compact ground
thoroughly
4�iT= tiU+•T' -/
+
• ' •
•• q • UpslopE
•.
t
min �►�
8"
24"
min
SILT FENCE DETAIL
NO SCALE
ral
,d
INSTALLATION SPECIFICATIONS
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE OF THE
FENCE. CHECK WITH A LEVEL IF NECESSARY.
2, INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE AS
POSSIBLE TO THE FABRIC, ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER
PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT
LEAST 1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST
NIPPLE WHEN TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOVE THE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO
THE SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER, OR ROLLER EXERTING
AT LEAST 60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE
TWICE FOR A TOTAL OF 4 TRIPS.
MAINTENANCE
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
REPAIRS IMMEDIATELY.
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DEOMPOSE OR BECOME INEFFECTIVE, REPLACE
PROMPTLY.
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING
CLEANOUT.
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND
STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
STEEL FENCE POST
WIRE FENCE
HARDWARE CLOTH
FILTER OF 1 INCH DIAMETER
#57 WASHED STONE
FLOW DIRECTION 1
n ur
IUl�6„
II
II
SIDE VIEW
FILTER OF 1 INCH DIAMETER
# 57 WASHED STONE "a
NOTE: o°
SILT FENCE FABRIC TO OVERLAP o O
HARDWARE CLOTH BY 12 INCHES
SILT FENCE FABRIC
ON WIRE FENCE
0
NOTE:
USE SILT FENCE OUTLETS ONLY WHEN
DRAINAGE AREA DOES NOT EXCEED 1/4
ACRE AND THERE 15 A LOW AREA. USE
AS A REPAIR OF SILT FENCE FAILURES.
.0.
°<
e o o��
HARDWARE CLOTH
ON WIRE FENCE
PLAN VIEW
> ,m.v 0110,, o
Loveu'avv _...'�e&�o
I STEEL FENCE POST SET_ I
.o
STEEL FENCE POST
DATE: DEC. 2012 PROJECT: 12 -211
SCALE: 1 tr = 30' CLIENT CODE: CONDAW
CADFILE: 1221 1 SP5WF
FIELD BOOK: 316
DRAWN BY: LR
SURVEY BY: TB, CN
REVISIONS:
FRONT VIEW AND SILT FENCE FABRIC 6 INCHES INTO
THE TRENCH
STANDARD SILT FENCE OUTLET
NO SCALE
LOUISBURG TOWNSHIP FRANKLIN COUNTY
NORTH CAROLINA ZONE: AR
PIN # 2805 -94 -8614 SHEET DT2