SW6130102_APPROVED PLANS_20130124

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
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DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
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910426-6777 910-485-5790 910-426-E
Contact: Scott Brown, PE Contact: Brain Raynor Contact: Jimmy Hulral itv
email: [e-mail] email: [e-mail] email: jholland@4dsitesdtU
TRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE
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PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
294
DRAWING SCALE
SEE SHEETS
DATE RELEASED
JANUARY 4, 2013

UTILITY NOTES
WATER
1. THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN
NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
(HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE
HYDRANTS:
1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 514" MAIN VALVE OPENING
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
2. AM.ERICAN DARLING - MARK B-84-B MODEL WITH A 5�/a" MAIN VALVE OPENING
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
3. WATEROUS - PACER B-67-250 MODEL WITH A 5/a" MAIN VALVE OPENING THREE
WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR
STANDARDIZATION.
2. FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE
VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE
RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE
MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
COUNTY FIRE MARSHAL.
3. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND PROVIDE THE NCDENR
"AUTHORIZATION TO CONSTRUCT" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE
CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST
POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION
(NCDENR-DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT
MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF
THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
4. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL
BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00
AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
PERMITTED BY HCDPU.
5. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY
CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED 'RELEASED FOR
CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE
REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE
GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE
UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO
AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.
S. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER
SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST
MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE
ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR
MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE
MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION
INSPECTOR.
7. THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL
ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE
NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER
SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW WATER MAIN(S) HAVE BEEN APPROVED BY THE NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND
ACCEPTED BY HCDPU.
8. PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE
INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE
GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX
AND SUPPORTED BY BRICK, BLOCK OR STONE.
9. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER
SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL
WATER LINES) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD
CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE
ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER (PE)IN
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
10. POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM
VERTiCAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER
MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE
INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE
INSTALLED WITH TWENTY-FOUR (24") INCHES OF VERTICAL SEPARATION AND WITH
DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON -POTABLE WATER LINE
SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT
BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE.
BOTH THE POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST
IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE
MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE
AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE
NON -POTABLE WATER LINE.
11. POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY
SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL
DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER
MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE
POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS
THAN FIVE (5') FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS
HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE
IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE
MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE
RE-ESTABLISHED.
12. METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE
POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A
LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT
INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5') FEET FROM THE
PROPERTY LINE BETWEEN THE LOTS.
13. HCDPU REQUIRES THAT METER BOXES FOR -%" SERVICES SHALL BE 12" WIDE X 17" LONG
ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS. METER
BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES AT LEAST
18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE CENTER OF THE
LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG ABS PLASTIC
BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN
THE CENTER OF THE LIDS.
14. MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER
ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN
(18")INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE
BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS
IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN
ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS.
DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE
VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE
METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.
15. THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES
THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW
FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT m- WATER
SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2") INCH SCHEDULE 40 PVC
CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE
ONE (1) - THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE
SHALL. BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED
BY HCDPU.
16. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS
AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE
TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN
LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.
17. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING
COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S)
PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE
TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S)
OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO
THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF
ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATER
LINE EXTENSIONS UNDER CONSTRUCTION.
18. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50
DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE
PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION.
PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO
INSTALLATION.
19. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED
BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU
LABORATORY.
20. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON.
HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS
"MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES
SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS
SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED
PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT
COUNTY.
21. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER
CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON
TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED
WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
22. THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDPU
UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO
IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINE(S) AND ALL ASSOCIATED
SERVICES. ALL CHANGE ORDERS MUST BE PRE -APPROVED BY HCDPU AND THE
PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE
FIELD DRAWINGS.
23. THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH UTILITY PIPE OR LINE
WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED WATER LINE EXTENSIONS WELL
IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY
CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE
PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN
ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR
TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES,
CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE
UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET
CONSTRUCTION.
24. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED
NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR
MUST CALL THE NC ONE CALL CENTER AT 811 OR
[phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE
BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN
FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN
PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER,
ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL
BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE
RELATED UTILITY COMPANY.
25. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE
HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH
FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO
HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY
CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A
4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY
THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE
EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL
MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER
OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE
BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF
INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT
LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND
STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO
IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE
THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HCDPU.
26. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY
PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN
REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE
TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE
UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
WATER LINES HAVE BEEN APPROVED BY'NCDENR AND ACCEPTED BY HCDPU. THE FINAL
INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU
UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY AND UTILITY EASEMENTS
HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO
PREVENT EROSION ISSUES ON SITE.
27. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
SANITARY SEWER
1. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER
PERMIT FOR THE CONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION
SYSTEM TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE SANITARY
SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALL BEGIN. THE
UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER PERMIT ISSUED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
WATER QUALITY (NCDENR-DWQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE
PERMIT MUST BE MAINTAINED ON SITE DURING THE CONSTRUCTION OF THE SEWER
SYSTEM IMPROVEMENTS.
2. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
VISITATIONS AND ACCEPTANCE OF THE WASTEWATER SYSTEM(S). CONSTRUCTION WORK
SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS
8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
PERMITTED BY HCDPU.
3. THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU WITH A SET OF NCDENR
APPROVED PLANS MARKED 'RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR
TO CONSTRUCTION COMMENCING. HCDPU WILL STAMP THE APPROVED PLANS AS
,RELEASED FOR CONSTRUCTION" AND PROVIDE COPIES TO THE UTILITY CONTRACTOR.
THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND
ESTABLISH GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET AND
SEWER LINE BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OR INSTALLATION
OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFT STATIONS AND/OR
SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A
CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE
STREET GRADING OR UTILITY CONSTRUCTION.
4. THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
TO THE CONSTRUCTION OF ANY GRAVITY SEWER LINE(S), MANHOLE(S), SEWER LIFT
STATION(S) AND ASSOCIATED FORCE MAIN(S) IN HARNETT COUNTY. THE MATERIALS TO
BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU
AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY
FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
HCDPU UTILITY CONSTRUCTION INSPECTOR.
5. THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90'
(PERPENDICULAR) TO THE SANITARY SEWER GRAVITY LINES WITH SCHEDULE 40 PVC
PIPE. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE PROFESSIONAL
ENGINEER (PE) WITH ACCURATE MEASUREMENTS FOR LOCATiNG SANITARY SEWER
SERVICE LATERAL AND ASSOCIATED EACH SANITARY SEWER CLEAN -OUT. THESE
MEASUREMENTS SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE UP
ALONG THE SANITARY SEWER MAIN TO THE IN -LINE WYE FITTING (OR TAPPING SADDLE)
AND THEN ANOTHER MEASUREMENT FROM THE IN -LINE WYE FITTING (OR TAPPING
SADDLE) TO THE 4" X 4" LONG SWEEP COMBINATION WYE FITTING AT THE BOTTOM OF
THE SEWER CLEAN -OUT STACK. THESE FIELD MEASUREMENTS MUST BE PROVIDED TO
THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE UTILITY
CONTRACTOR FOR PER DOCUMENTATION IN THE AS -BUILT RECORD DRAWINGS
SUBMITTED TO HCDPU.
6. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER
SERVICE LATERAL(S) AND ALL ASSOCIATED SEWER CLEAN -OUTS) IN THE PROPOSED
SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW SANITARY SEWER LINE(S) AND ASSOCIATED APPURTENANCES HAVE BEEN
APPROVED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL
RESOURCES - DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU.
ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT. ) FEET OF COVER
AND EXTEND UNDER ALL EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST
24" OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER MAIN AND
STORM WATER LINES.
7. THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE
LATERAL(S) AND ASSOCIATED CLEAN-OUT(S) SHALL BE CONSTRUCTED IN STRICT
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY
DEPARTMENT OF PUBLIC UTILITIES. THE SANITARY SEWER GRAVITY LINE(S) MUST ,
PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT 5 PSI AND THE SANITARY
SEWER FORCE MAIN(S) MUST HYDROSTATICALLY PRESSURE TESTED WITH WATER OR AIR
AT 200 PSI AND WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
8. PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO INSURE
THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL SEWER CLEAN -OUTS MUST BE
INSTALLED SO THE 4" X 4" LONG SWEEP COMBINATION WYE IS AT LEAST THREE (3')
FEET BUT NO MORE THAN FOUR (4') FEET BELOW THE FINISH GRADE UNLESS OTHERWISE
APPROVED IN WRITING BY HCDPU. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4")
SCHEDULE 40 PVC PIPE STUBBED UP FROM BOTH ENDS OF THE 4" X 4" LONG SWEEP
COMBINATION WYE TO BE AT LEAST TWO (2') FEET ABOVE THE FINISH GRADE AND
COVER EACH END WITH A FOUR (4") INCH TEMPORARY CAP TO KEEP OUT DIRT, SAND,
ROCKS, WATER AND CONSTRUCTION DEBRIS. THE VERTICAL STACK ON EACH
CLEAN -OUT MUST BE PROVIDED WITH A CONCRETE DONUT FOR PROTECTION.
9. ONCE THE SANITARY SEWER GRAVITY LINE(S) HAVE BEEN INSTALLED, PNEUMATICALLY
PRESSURE TESTED AND IN PLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR
MUST CONTACT THE HCDPU UTILITY CONSTRUCTION INSPECTOR TO WITNESS THE
MANDREL TEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY
CONTRACTOR WILL NOTIFY HCDPU TO SCHEDULE THE MANDREL TESTING. THE MANDREL
AND PROVING RING MUST BE SUPPLIED BY THE UTILITY CONTRACTOR. CLOSED CIRCUIT
VIDEO CAMERA INSPECTIONS (AT THE UTILITY CONTRACTOR'S EXPENSE) MAY BE
REQUIRED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR IF THE MANDREL TESTING
CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER LINES
SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER DIAMETER BEFORE
ANY MANDREL TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE
TO REMOVE ALL DIRT, SAND, SILT, GRAVEL, MUD AND DEBRIS FROM THE NEWLY
CONSTRUCTED SEWER LINES EXERCISING CARE TO KEEP THE HARNETT COUNTY'S
EXISTING SANITARY SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAIN(S) SHALL
BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES.
10. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
SANITARY SEWER SYSTEM(S) FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
UNTIL THE NEW SANITARY SEWER SYSTEM(S) HAVE BEEN APPROVED BY THE NORTH
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
WATER QUALITY (NCDENR-DWQ)AND ACCEPTED BY HCDPU.
11. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
WITH ALL SANITARY SEWER FORCE MAINS. THE TRACER WIRE SHALL BE 12 GA.
INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF
THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE
UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE
MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
THE TRACER WIRE IS NOT REQUIRED FOR THE GRAVITY SEWER LINE(S) BETWEEN
MANHOLES.
12. THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
DEPTHS OF THE SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE
MANHOLE(S), SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER SERVICE LATERALS,
CLEAN -OUTS, SEWER LIFT STATION(S) AND ASSOCIATED FORCE MAIN(S). THE RED LINE
DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED
PLANS. ALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL
ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD
DRAWINGS.
13. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO NOTIFY ALL
CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY
CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR [phone] TO
VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF
CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED
BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,
NATURAL GAS, ETC.).
14, THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR
LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER LINE
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE
UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO
THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE SANITARY SEWER
LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES.
THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE
RESPONSIBLE FOR TEMPORARY RELOCATION OF EXISTING UTILITIES AND/OR SECURING
EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING
SERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS DURING SANITARY
SEWER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
15. WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR
MUST HAVE A PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR-DWQ) PRIOR TO BEGIN
HE TAP WORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE
TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING
SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ON AN EXISTING SANITARY SEWER
FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU
UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC
BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE
ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE UTILITY CONTRACTOR
SHALL USE ROMAC BRAND STYLE "CB" SEWER SADDLES WITH STAINLESS STEEL BANDS
OR APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER GRAVITY
LINES IN HARNETT COUNTY.
16.THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER
SERVICE LATERAL THAT WILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING
FACILITY AND ANY OTHER COMMERCIAL OR INDUSTRIAL FACILITY AS REQUIRED BY THE
HARNETT COUNTY FAT, OIL & GREASE ORDINANCE. THE GREASE TRAP MUST BE RATED
FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONS UNLESS OTHERWISE APPROVED
IN WRITING BY THE HCDPU PRE-TREATMENT COORDINATOR. GARBAGE DISPOSALS
SHOULD NOT BE INSTALLED IN HOMES AND BUSINESSES THAT DISCHARGE WASTEWATER
TO THE HARNETT COUNTY SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY
HCDPU.
17. EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST
480 VOLTS) AND CONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST
VERSION OF THE NATIONAL ELECTRICAL CODE (NEC) AND HARNETT COUNTY STANDARD
SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT AVAILABLE FROM THE
POWER COMPANY OTHER ARRANGEMENTS MUST BE APPROVED BY HCDPU ENGINEERING
PRIOR TO THE START OF CONSTRUCTION.
18. WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE
IN THE HARNETT COUNTY SEWER COLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST
PROVIDE A PROTECTIVE COATING (COAL TAR EPDXY ) FOR THE INTERIOR SURFACES OF
THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND DETERIORATION FROM
THE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE.
19. THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED
THE MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS 2009 EDITION.
EACH SANITARY SEWER LIFT STATION MUST BE CONSTRUCTED WITH AN ALL-WEATHER
ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITE MUST BE
COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6") INCHES OF # 57
STONE (CRUSH AND RUN).
20. ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS
RESPONSIBLE TO SCHEDULE A DRAW DOWN TEST WITH HCDPU ENGINEERING AND
COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE), THE ELECTRICIAN, THE
ORIGINAL EQUIPMENT MANUFACTURER'S (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS
AND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER
SUPPLIED FROM THE ELECTRICAL UTILITY COMPANY AND WITH POWER SUPPLIED BY THE
EMERGENCY GENERATOR WITH SATISFACTORY RESULTS BEFORE FINAL INSPECTIONS ARE
CONDUCTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
21. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT
STATION, THE PROFESSIONAL ENGINEER (PE) MUST SUBMIT THE SEWER PERMIT
CERTIFICATION AND AS -BUILT RECORD DRAWINGS TO THE NORTH CAROLINA DEPARTMENT
OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY
(NCDENR-DWQ) AND HCDPU FOR FINAL APPROVAL. THE UTILITY CONTRACTOR MUST
SUPPLY HCDPU ENGINEERING STAFF WITH THREE ORIGINAL OPERATION & MAINTENANCE
(0&M) MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL
SCHEMATICS FOR THE ASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL
WARRANTY INFORMATION AND DOCUMENTATION.
22. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT
STATION, THE DEVELOPER MUST PAY HCDPU THE ESTABLISHED SYSTEM CONTROL AND
DATA ACQUISITION (SCADA) FEES BEFORE THE SCADA SYSTEM WILL BE INSTALLED AT
THE NEW SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND
OPERATIONAL BEFORE THE UTILITIES MAY BE ACCEPTED BY HCDPU AND PLACED INTO
OPERATION.
23. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT
AND DEVICES FOR THE TESTING AND INSPECTION OF THE SANITARY SEWER SYSTEM.
THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED TO MIRRORS, MANDRELS,
SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSED AIR LINES. IF
THE HCDPU UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO
CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN
ALL COSTS FOR THE CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY
OF THE UTILITY CONTRACTOR. ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST
BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HCDPU fOR RECORD KEEPING,
REVIEW AND APPROVAL OF THE SEWER SYSTEM.
24. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S EXISTING
SANITARY SEWER LINES MUST BE COORDINATED WITH THE HCDPU COLLECTIONS
SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING THE PLUGS. THE
SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY
SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU TO ALLOW THE
SEWER TO FLOW AS DESIGNED IN HARNETT COUNTY'S EXISTING SANITARY SEWER LINES
OR WHEN SO ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT
INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION SYSTEM(S).
THE UTILITY CONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY
CONNECTORS FOR A TEMPORARY PUMP AROUND SETUP IF REQUIRED BY THE HCDPU
COLLECTIONS SUPERVISOR. MR. CURTIS SPEARS, HCDPU COLLECTIONS SUPERVISOR MAY
BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT (910)
893-7575 EXTENSION 3243.
25. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
LEAKAGE OR DAMAGE RESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR
WARRANTY PERIOD ONCE THE SEWER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU. THE UTILITY
CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES
RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES AND
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
SANITARY SEWER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU.
HCDPU WILL PROVIDE MAINTENANCE AND WARRANTY REPAIRS IF NECESSARY DUE TO
LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. HCDPU
WILL INVOICE THE DEVELOPER AND/OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR
IN SUCH CASES.
26.IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE
ESTABLISHED FOR FUTURE HCDPU RIGHT-OF-WAY, THE REGISTERED LAND SURVEYOR
(RLS) MUST PROVIDE THE HCDPU RIGHT--OF-WAY AGENT WITH AN OFFICIAL COPY OF
THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED
WITH THE HARNETT COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE
PROVIDED TO THE HCDPU RIGHT-OF-WAY AGENT BEFORE THE UTILITY IMPROVEMENTS
WITHIN THE SAID EASEMENT CAN BE PLACED INTO OPERATION. ANY AND ALL
EASEMENTS THAT MUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE
PROVIDED TO HCDPU BY THE DEVELOPER AT NO COST TO HARNETT COUNTY. THE
FINAL INSPECTION OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE
SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY
AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE
STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.
27. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
INCLUDE, BUT ARE NOT LIMITED TO: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
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License Number C-235A 1
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
PROJECT NOTES
CLIENT
ABJ INVESTMENTS,
LLC.
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
294
DRAWING SCALE
SEE SHEETS
DATE RELEASED
JANUARY 4, 2013
SHEET NUMBER
G-1 mO

2042
2031
SITE
2083 /
G�
NORTH
VICINITY MAP
NOT TO SCALE
N/F
LEE JUNIOR DUNN
LEGEND: DB 847, PG 808
EIP 0 EIP-EXISTING IRON PIPE /
ERKO EPK-EXISTING PK NAIL I
ERBO ERB-EXISTING REBAR / ExISTIM
GP o CP-COMPUTED POINT ' - ANGLEIRON
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP -REINFORCED CONCRETE PIPE
PROPERTY LINE
— ADJACENT PROPERTY LINE
a
— TIE LINE
— — — RIGHT—OF—WAY '
s0 STORM DRAINAGE C110
WATER LINE _-3/4`
OVERHEAD UILITY ' ERB
X FENCE LINE
- - - - CREEK '
- - — WETLANDS
TREE LINE '
BENCHMARK N/F
CAROLYN DENT
® SIGN ' DB 2180, PG 904
PP• UTILITY POLE
C GUY WIRE I
❑T TELEPHONE PEDESTAL
D4 WATER VALVE
FIRE HYDRANT
ASPHALT I Q
WETLANDS t\
' a /
EIP
N582345PINCH
11E
•E 211 8' OF
UNE N5871'57• i'
/ TIE �j E7987 EIN
N/F
KENNETH WAYNE LONG AND WIFE,
GALE PATRICIA S. LONG
/ DB 707, PG 318
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/ AUGUST G. SNYDER
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DB 841, PG 576 h w\
N
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I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTIN
CREA A Wt�FklORCMAAWIfff(f T.
NOT RELEASED FOR CONSTRUCTION
I, SEAN R. SEEVER, CERTIFY THAT THIS MAP WAS DRAWN
UNDER MY SUPERVISION FROM AN ACTUAL SURVEY MADE
UNDER MY SUPERVISION (DEED DESCRIPTION RECORDED IN
BOOK ___, PAGE __ OR OTHER REFERENCE SOURCE
THAT THE BOUNDARIES NOT
SURVEYED ARE INDICATED AS DRAWN FROM INFORMATION IN
BOOK ___, PAGE OR OTHER REFERENCE SOURCE
_ THAT THE RATIO OF PRECISION
OR POSITIONAL ACCURACY IS 1:10,000+;
AND THAT THIS MAP MEETS THE REQUIREMENTS OF THE
STANDARDS OF PRACTICE FOR LAND SURVEYING IN NORTH
CAR(
AUM' .. - MY
HAND NDC�'FY�1s t}y6 r DR°ti A FIG
NOT RELEASED FOR CONSTRUCTION —
L'.
EXISTING/ (BENT)EIP
540' FENCE
E-UNE 9.95 POST /
I- r.0000
r�`
EIP \ /
N44'38'27'E 716.28'
TIE 41 �� I � \
3
n h � ♦ 1 � � - g bs \ � � T. GERALDLD HOWELL
130
129 -
N/F
VIRGINIA CHANCE
DB_392, PG 315
132
131
128
TBM: 4D NAIL #6-%.
N: 553,323.161
E: 2,053,722.002
- ..
ELEV: 127.86
WOODED
128 NC GRID NAD 83�
AREA
\ (NSRS 2007)
'
-�.!.
126 . \ NAVD 88
26.E 818
a2, DB 2322, PG 722
` - - i • \ PB 2, PG 208
♦ EIP
53
l
131
129
AREA
/ 5/8" ' 5/8• 5/8,--..,.,y 12.8 J wvvuc
ERB ERB ERB AREA
/ 129 —
N/F 130
KENLAN FARMS
/ PHASE I, SECTION 3 I1 131
`\/ I PB 2012, PG 575 s/e' s/s"
ERB ERB 5/8-�
ERB
_\ 1.NO ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.99987206
LOCALIZATION POINT N: 552,010.637 E: 2,054,136.474
3. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
4. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
5. THIS SURVEY WAS DONE WITHOUT BENEFIT OF A TITLE SEARCH
AND IS BASED ON REFERENCED INFORMATION SHOWN HERE ON.
OTHER DOCUMENTS OF RECORD MAY EXIST WHICH COULD
AFFECT THIS PROPERTY. NO RESPONSIBILITY IS ASSUMED BY
THIS SURVEYOR FOR ANY CONDITIONS WHICH MAY PRESENTLY
EXIST BUT ARE UNKNOWN OR REFERENCED HERE ON, SUCH AS
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
6. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WATHIN THIS
MAPPED AREA MAY NOT BE SHOWN ON THIS PLAN.
DEVELOPERS OR CONTRACTORS SHOULD NOT ONLY MAKE
SUBSURFACE INVESTIGATIONS BUT SHOULD ALSO ALLOW FOR
CONTINGENCIES WHICH MIGHT ARISE BY REASON OF
ENCOUNTERING UNRECORDED LINES OR OF LINES BEING IN
DIFFERENT LOCATIONS THAN INDICATED ON THIS SURVEY.
7 THIS PROPERTY DOES NOT LIE WITHIN A FLOOD ZONE
!v I -bL+ - I �j
ACCORDING TO MAP# 3720054400K OF THE FLOOD INSURANCE
tJ 4
RATE, DATED JANUARY 5, 2007.
8. THE UTILITY INFORMATION SHOWN HEREON IS FROM THE
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES AND MUST
SURVEY WAS ESTABLISHED FROM AN ACTUAL CPS SURVEY
BE FIELD VERIFIED.
UNDER MY SUPERVISION. THIS CPS SURVEY WAS PERFORMED
9. THE TOPOGRAPHIC SURVEY WAS PROVIDED BY:
TO C-211 FGCC SPECIFICATIONS RTK CPS WITH VRS FIELD
GEODATA CORP - DIGITAL MAPPING SERVICES
PROCEDURES WERE USED. THE COORDINATES WERE OBTAINED
104 EAST HORTON STREET
THROUGH A GRID TO GROUND ADJUSTMENT USING THE
ZEBULON, NORTH CAROLINA 27597
COMB
Y WAS
PHONE: [phone]
PERF
KMILU UN NUVLMULK Iwu HKII
BLE 5700
FAX: [phone]
RECE
'FINAL
10. THE WETLANDS DELINEATION WAS PROVIDED BY:
DRAWING
ENVIROMENTAL SERVICES, INC.
NOT RELEASED FOR CONSTRUCTION
3661 ALAMANCE ROAD
BURLINGTON, NORTH CAROLINA 27215
PHONE: [phone]
�2l
72
/
NO DEED FOUND
/AT TIME OF SURVEY
• •
,y2s�0Z1
ExisnNG
/
1 1/2-
�....9\`♦ ` FENCE
1 ' i ♦ "WETLANDS POST ,
_AREA ♦ \
CREEK PER• ♦ - - / • — - `/ \ -�3 W
GEODATA ♦� , ♦ O
1
� 1
I
�'�3 •`gyp, � ,
N/F V m
ABJ INVESTMENTS, LLC WETLANDS i^ -
DB 2379, PG 637 AREA
PB 99. PG 236
♦. I
\` ®`
\ 1Z6
` 5/
ERBB"
\
ERB as
AREA: (BY COORDINATE COMPUTATION) \
1,282,757 SF (29.45 AC)
PIN NO, 0555-43-1606.000
ZONING: RA-20R
35' FRONT 120
10' SIDE
20' SIDE CORNER LOT
25' REAR
REFERENCES:
SHOWN HEREON
1
N/F
KENLAN FARMS
PHASE I, SECTION 2\
PB 2012, PG 472
\ 7
GRAPHIC SCALE
0 60 120 240
( IN FEET )
1 inch = 120 ft.
480
2" EIP
♦ y
N/F t EIP
o / � B 570, PG 85.-\\ W.C. COLEMAN(DIS7uReE0 /
i
119.12
119.06
119.26
409 Chicago Drive - Suite 112
FayetteJDe. North Carolimu 28306
Ff(90)426-5777 \\\\\
Lirmse Number C-2354
4D �5IT11
�5oLUTION�5, INC
�cNpNcuuNG � wevtnNc � 4>'S � co,L�7eucTloN uvaur
REVISIONS
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
G
EXISTING
EIP CONDITIONS
INCH TOP
(BENT)
1" EIP \ \
p; INCH TOP
�♦' •�ry9ry 8 ^-jIV: 123.15 \
M N\DS ` �-O N F
AWE r�1 RICHARD E. THOMAS AND WIFE,
`s..� • 1 . ARE ` 1 INY. 123.36 EFFEY MAY THOMAS
\ EIP \ DB 762, PG 134
1 �P N/F CLIENT
RICHARD THOMAS AND WIFE,
2" EIP EFFEY MAE MITCHELL THOMAS
DISTURBED) DB 2301, PG 77 \ ABJ INVESTMENTS,
N. 12398 \
• R
Q \ BOBBY LE N/F
\ \ LLC"
OQO ryp, \ DB , PG \
Q- rp_pl R 32896135 PINCHEI829303
A TOP DB 829, PG 303
dot;,* IN : i23.78 \ P1 J0J SOt'229,
pp 5" 2� 2p� JOHNNY RAY BLAKE AND WIFE,
WN 124.58 KARI ELIZABETH BLAKE 2031 Middle Road
: INV. 124.48 DB 1216. PG 631 Fayetteville, North Carolina 28312
Phone: [phone]
06.
/�ti EIP Fax: [phone]
cp SHIRLEY C. ALLEN \ \
\ DB 1421, PG 618 \ \
PROJECT INFORMATION
N \
ROBERT WADDELL
DB 1556, PG 251
`O \
to \
SURVEYED BY:
BOBBY
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
294
\ \ QGm 4 rr
o s9,;
\ ;apo DRAWING SCALE
90 HORIZONTAL:1"=120'
`A
F
01.
c'
DATE SURVEYED
`k SEPTEMBER 4, 2012
\ SHEET NUMBER
1/2`
ERB C-1
■ O

2042
2031
G"' �R�PNO CO�nTy\/
NO 'r M
VICINITY MAP
NOT TO SCALE
CURVE TABLE
CURVE
LENGTH
RADIUS
BEARING
CHORD
C1
154.37
625.00
N53-19'01"W
153.98
C2
9.82
625.00
N4547'27"W
9.82
C3
147.51
405.00
N55'46'29"W
146.69
C4
147.51
405.00
N7638'33"W
146.69
C5
147.51
405.00
S82'29'22"W
146.69
C6
162.16
405.00
S60'35'05"W
161.08
C7
39.27
25.00
SO4'06'50"W
35.36
C8
30.77
25.00
S76'09'01"E
28.87
C9
61.55
50.00
S76'09'0i "E
57.74
C10
62.41
50.00
S05'07'45"E
58.43
C11
52.45
50.00
S60'40'37"W
50.07
C12
42.23
50.00
N65'04'48"W
40.98
C13
39.27
25.00
N85'53'10"W
35.36
C14
101.65
205.00
S34'54'32"W
100.61
C15
24.68
25.00
S07'34'51"E
23.69
C16
15.06
50.00
N27-14-19"W
15.00
C17
43.32
50.00
S06'12'39"W
41.98
C18
45.07
50.00
S56'51'20"W
43.56
C19
41.15
50.00
N73'44'40"W
40.00
C20
41.15
50.00
N26'35'17"W
40.00
C21
54.76
50.00
N28'21'47"E
52.06
C22
18.40
25.00
N3838'53"E
17.99
C23
13.19
255.00
S19-02-30"W
13.19
C24
34.78
25.00
N19'19'59"W
32.04
C25
30.77
25.00
S85'32'45"W
28.87
C26
51.71
50.00
S79'54'33"W
49.44
C27
39.10
50.00
N48'03'47"W
38.11
C28
39.40
50.00
NO3-05-26"W
38.39
C29
43.18
50.00
N44'13'17"E
41.85
C30
45.25
50.00
S85'06'52"E
43.72
C31
34.78
25.00
N80'57'13"E
32.04
C32
35.68
255.00
S45'06'20"W
35.65
C33
39.27
25.00
N04'06'50"E
35.36
C34
37.86
395.00
N38'08'23"W
37.85
C35
90.20
395.00
N28'51'07"W
90.00
C36
90.20
395.00
N15'46'08"W
90.00
C37
90.20
395.00
NO2'41'09"W
90.00
C38
43.85
395.00
N07'02'09"E
43.82
C39
21.43
50.00
N22'29'44"E
21.27
C40
41.15
50.00
N58'21'13"E
40.00
C41
41.15
50.00
S74'29'25"E
40.00
C42
41.15
50.00
S27'20'02"E
40.00
C43
68.51
50.00
S35'29'52"W
63.28
C44
33.49
25.00
S36'22'31"W
31.04
C45
57.89
345.00
S06'48'27"E
57.82
C46
156.33
345.00
S2435'45"E
155.00
C47
19.92
345.00
S39'13'54"E
19.92
C48
39.27
25.00
S85'53'10"E
35.36
C49
100.20
455.00
N55'25'23"E
100.00
C50
100.20
455.00
N68'02'27"E
100.00
C51
93.70
455.00
N80'14'58"E
93.53
C52
36.66
25.00
N44'08'19"E
33.46
C53
21.03
25.00
N21'5800"W
20.41
C54
41.69
50.00
N22'10'26"W
40.49
C55
59.73
50.00
N35'56'06"E
56.24
C56
49.04
50.00
S81'44'49"E
47.10
C57
49.04
50.00
S25'33'13"E
47.10
C58
41.69
50.00
S26'25'50"W
40.49
C59
21.03
25.00
S26'13'23"W
20.41
C60
36.66
25.00
S39'52'56"E
33.46
C61
93.70
455.00
S75'59'35"E
93.53
C62
125.40
455.00
S62-11-53"E
125.00
C63
71.17
455.00
S49'49'18"E
71.10
C64
32.10
575.00
S46'56'24"E
32.10
C65
118.96
575.00
S54'27'58"E
118.74
EXISTING , / SITE NOTES w. r
ANGLE
IRON 1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE EVIDENCE COULI
4 FOUND TO VERIFY LOCATION. PRIOR TO CONSTRUCTION OR EXCAVATION OF '
♦ • SITE, THE GENERAL CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL DAMAGE INCUR[
# • a TO EXISTING UTILITIES DURING CONSTRUCTION SHALL BE REPAIRED AT THE
GENERAL CONTRACTOR'S EXPENSE.
2. ASPHALT AND BASE TYPE SHALL BE PER THE DETAILS.
3. ALL DIMENSIONS ARE TO THE BACK OF CURB UNLESS OTHERWISE NOTED.
4. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
5. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN ACCORDANCE WI
STATE AND LOCAL LAWS AND REGULATIONS.
6. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER HARNETT COUNTY AND
REGULATIONS.
s/8"
ERB
N/F
VIRGINIA CHANCE
DB 392, PG 315
3/4"
ERB
N
° ♦ ` r• ✓
14 �ry ♦_i�.� N62p ,
.3 ' • ` '�.� 526E519.60,
p A i ♦ � � � . ` .0,,. TOTAL.
w�- . s • •
04
ERB / I ZI y., i77
.
/ Igo / / / EASEMENT ��* ` . warty*
R
'Iti tp 1p5 / / I � /'.`�� per/ / ` \ / at i ♦ s '�
'S i 3o,884ACF o A
o
23,546 SF L / 69,468 SF m ;
/ O 0.54 AC /� / \
\ «. � ♦
1.59 AC
G 423.29' 143.90� of ;
99 \ 0 \C \ - - _ . - _ N41'3156- _ _ y y I
r� / \ 20,932 SF 279 / /
r
t
F, �0 /\ \ 0.48 AC _ _ .39'.
it
100
N6221.12"E 33
0 10TOTAL
/
\
230.10-
ERB
\
y
pp
\
/
o
\
% / \ Z
��_\
28,495 SF
0.65 AC /
N I
y�\.
\ 0.
l \
S67- /
\ 41,
c'
/.
0.N
\ \
�.\
\
�/ 10
.oN\moo
\ 24,274 SF
0.56 AC
\
092
\
/
20,788 SF r
0
20.947 SF
39,478 SF \� \/ J / 0.48 AC \
\
0.48 AC
0.91 AC
\
\
r U
BID
/ C2900
13"k,•2o
- 1%'
S54'36'23rW
127.40'
I
Z M
I o
o-
Z \ 95
27,661 SF
t-3 \ NO tno.
Io
I
00.64
AC /
% .p .t i \ 25,300 SF
o
I w
C2
t,,� 0.58 AC
63 0pG \
Iy`�i
nI
21,013 SF of o
o
IZ
�.
I
0.48 AC o
L-
N
,rn
I of a
VARIABLE DRAINAGE
I
n
EASEMENT
24
!
\ \ 20,140 SF \
1
h
SITE DATA
OWNER
ABJ INVESTMENTS, LLC
MAILING ADRESS
2031 MIDDLE ROAD
CITY, STATE
FAYETTEVILLE, NORTH CAROLINA
PIN NUMBER
0555-43-1606
TOWNSHIP
STEWART'S CREEK
TOTAL SITE ACREAGE
29.45 ACRES
ACREAGE TO BE DEVELOPED
29.45 ACRES
ZONING
RA-20R
EXISTING USE
UNDEVELOPED
GENERAL BUILDING USE
RESIDENTIAL
DISTURBED/DENUDED AREA
5.9 ACRES
TOTAL LOT COUNT
37
SETBACKS REQUIRED:
FRONT
35
FT
SIDE
10
FT
CORNER SIDE
20
FT
REAR
25
FT
/ I ■
C44 31,477 SF
i C43 0.72 AC yX /
ems), F
IN. \ IN. 30,536 SF IN. \'\ / ^h, / / \ S'9� `.., ♦ 1
•
w u / 105 IN
ern / 20,591 SF IN.
/ �Q = �Ch N.
rn i 0.47 AC / N \ . IN/ o• / . y�4'�ru /2 ^'�/ ♦ \ ` y
OU
m V a / } � i ^�o �o/� � IN. 7269 CREEK PER •®\ � -�
\/ 1
GEODATA
N52'21"E - / \
'2567.691 SF * t ■ /
� 1.55 AC
dJ 16s.00' / \ \ \ /
9D
54,541 SF y I °= y
w 01-0
25 AC
a 21,356 SF /f o 107 /� 55\ ■ ■(
to I 0.49 AC 25,823 SF11
0.59 AC /= ryo"/ \ > \ �5, \'� _ . 2,y,T.
108 U r o W
0.46 AC 1 3, C32 60.59' _ 100.00_ \ 8.14' C49 I ! 6
S49'06'50"W 160.59' TOTAL S49'06'50"W ./ 26,097 SF l �"� n ♦ t m i
0.60 AC
/ p`V 24" ASPHALT CSO
89 \ \ N./ G�y"S WEDGE CURB (TYP)
21 C22 J 9 36,095 SF
t• 28,324 St \ G S49'06'50"W 160.59' TOTAL S49'O6'S0"W \ / { .F. G�� G�5 58 ( 0.83 AC / y
EtP i 0.65 AC / / eC14-55.59'-105.00' _ -C,S 1 8.14' C6
M
24' - \ O��'1 /. / \ 3j ? G /,y0y� / •1 i
VARIABLE DRAINAGE
1 W VARIABLE DRAINAGE C52 'LSS• c�\. F.Q t / ,
'EASEMENT 0187.73' S9EASEMENT
\/ . / '� ♦ ( ,.
oA65.18' Co w o n
o' 0 1- I ®5 \ 26,097 SF�I /44
21,316 SF 23,944 SF \21,596 SF 0.55 AC0.60 AC
C18 0.50 AC 0.49 AC
.\ � NI
'i
t
s
,a19� / I
S07'19'22"E \ � \SS 3y; I ( p Lu J ' \ . y / ✓ N/F ♦ ., 1 .
E- 79.04' rp tp� dS, F\ I a F / \ \ 0 / ABJ INVESTMENTS, LLC ■ /)
\Y` \ \ \ I I to Q \� C9 \ / 80 \ O \ / _�ps� / / DPB2379 P6 2637 M / w my IN�._._. L_.-._._. _. _.J mail �._. _. _.36
v 0 _0/ 20,220 SF /' \
K it \ \ 0.46 AC �\ / / ♦ • /
62,278 SF \ \ 55.38' 130.00' 40 R N49'06'50"E�-
3' N 1.43 AC I l _ S49'06'50"W 185.38'_ 84.72'_
I
n i 00 88 I 21,971 SF I I \ Cl p i \ \ ./Spry ,g1/ \ \ 113 / ^ s/e' • * •
Z �" 20,689 SF Iw I 0.50 AC Iw I \ G / \ \ / / \ \ \ 62,460 SF / ERB
aI 0.47 AC I oI I� i ®\ C1,_ /\\ ,'/ // 79\ \\ 1.43 AC / �P
io / v v
/ �O
n I < 'OI I a0 20,582 SF / \ / 22,684 SF O . J
m I ,M NI 0.47 AC .4 /\. C� 0.52 AC � �rn
p4)\ ERB
(_._._._._._.J L ._._._._ / po° 30,212 SF
stir \ \ \ i Y1 / \ 41
/
/ 0.69 AC \ \ /Z,Sp'I'29 'N327�.2�''
265.82' ERB
113.00' 119.19' / to, \ \ / / S 2 9/ \ K' J"
00' yn
95.2 83
S50'12'04"W 593.01' TOTAL - 5/e" 0o0
uj LA
22.869 Sc .+ o\ \ �" / / / \ C I Z ` / I ERB S89 \ 0.53 AC \. r^. \ / . / \
eg I I I I 0
2e, \.\ \ \ \ 78 \ I 0� O
o u , o \ \ 22,725 SF m n 24,895 SF \
W / 02 \ \ \ ?020.52 AC \ I N A) 0.57 AC /
Nw I / I N/F I I 2l �-_._. _. _. _.� �._._._._. _. _. _., �._._._._._._._.
°T
KSE 1, FARMS "91 120.00' 165.00, 5/8"
PHASE I, SECTION 3 202.16'
PB 2012, PG 575 5/8. s/e"
ERB
LEGEND:
EtP Oo EIP-EXISTING IRON PIPE
EPKO EPK-EXISTING PK NAIL
ERBO ERB-EXISTING REBAR
CP c CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
�-� PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT-OF-WAY
---- -SETBACK LINE
sD STORM DRAINAGE
wt WATER LINE
OVERHEAD UILITY
X FENCE LINE
- ---CREEK
WETLANDS
TREE LINE
BENCHMARK
® SIGN
pp UTILITY POLE
C GUY WIRE
❑7� TELEPHONE PEDESTAL
qD-V 4� WATER VALVE
FIRE HYDRANT
ASPHALT
WETLANDS
5/8" S5012 04 W 487.16 TOTAL
ERB I ERB
I I I
I I
GRAPHIC SCALE
60 0 30
( IN FEET )
1 inch = 60 ft.
5/8' '
ERB
I
240
0
5/8" >
ERB
S41'27' 38
5/8'
I ERB
I
I\
\ s/
ERB
5/8' Zg'3626
ERB 5
ERB
�3
409 Chicago Drive - .Suite I12
fweHev111e. North Carolina 28306
Last (9 4265777 \\\\
Lireree Number: C-2354
4d �51TL
J50LUTION�5, iNc
AL-KtNG Nc A�vtnK AG9 AC bT¢uc""YourA
REVISIONS
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
SITE PLAN
CLIENT
ABJ INVESTMENTS,
I.I.C.
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
20A
DRAWING SCALE
HORIZONTAL:1 "=60'
DATE RELEASED
JANUARY 4, 2013
SHEET NUMBER
C-200

2042
2031
SITE
lj_?�fl�o (�o ON
lalz�
C1\NOFlTH
VICINITY MAP
NOT TO SCALE
LEGEND:
EIP 0 EIP-EXISTING IRON PIPE
EPK 0 EPK-EXISTING PK NAIL
ERB 0 ERB-EXISTING REBAR
Cp o CP-COMPUTED POINT
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PVC - POLYVINYL CHLORIDE
RCP - REINFORCED CONCRETE PIPE
PROPERTY LINE
ADJACENT PROPERTY LINE
-TIE LINE
RIGHT-OF-WAY
. . . . . . _. -SETBACK LINE
m -STORM DRAINAGE
WATER LINE
-OVERHEAD UILITY
X FENCE LINE
CREEK
WETLANDS
-Loc-Loc-UMITS OF CONSTRUCTION
- w - sF - SILT FENCE LINE
-Div - mv - DIVERSION BERM
TREE LINE
BENCHMARK
(n] SIGN
PPS UTILITY POLE
C- GUY WIRE
M TELEPHONE PEDESTAL
N WATER VALVE
FIRE HYDRANT
ASPHALT
WETLANDS
Know what's below.
Call before you dig.
409 Chicago Drive - --mite 112
FayeHeviLle. Worth Carolina 28506
W woo* Phone, [phone]
0000 "1 Fax (910),d26 -5777
10 Lx Number, C-2-,55,d
EROSION CONTROL NOTES 4
GRADING NOTES CONSTRUCTION SEQUENCE
1. ALL SPOT ELEVATIONS ARE TO THE EDGE OF PAVEMENT, UNLESS OTHERWISE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND HOLD PRE ... 1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR MAINTENANCE AND 50LU TION�5, INC
NOTED. CONSTRUCTION CONFERENCE. N FAILURE EACH ACTIVE DAY ON SITE. SEDIMENT WILL BE REMOVED FROM THE
2. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL LAND DISTURBING 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT FENCE AND 44. 46 ------ SEDIMENT TRAP AND INLET PROTECTION DEVICES WHEN THE STORAGE CAPACITY A-14qwc K A-v,-K A<- A­Tz­""­ A
ACTIVITIES AND ENSURE COMPLIANCE WITH THE APPROVED EROSION AND DIVERSION BERMS WERE SPECIFIED. .7
HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL WILL BE CLEANED OR REPLACED
SEDIMENTATION CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND MAINTAIN 3. CONSTRUCT PERMANENT WET POND TO BE USED AS A TEMPORARY SEDIMENT WHEN THE SEDIMENT POOL NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
ALL EROSION CONTROL DEVICES AND CLEAR ANY DEBRIS LEAVING THE SITE ON BASIN AS SHOWN.
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES ABOUT 0.5'
NEIGHBORING ROADS. 4. CLEAR AND GRUB THE SITE AS NEEDED. DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NEEDED TO
5/8 10
I
3. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE PLACED SHALL BE 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING TO AREAS REMAIN VOO MAINTAIN A PROPER BARRIER. ti
CLEARED OF WEEDS, DEBRIS, TOPSOIL, AND ALL OTHER DELETERIOUS MATERIALS; GRASSED. 12, -2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES
NO FILL SHALL BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND HAS 6. INSTALL UTILITIES. EASEMENT
A SEP77C •INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL
BEEN COMPLETED 7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER INLETS. BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR
.... I .. .... AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION.
4. PROTECTIVE MEASURES SHALL BE TAKEN BY THE CONTRACTOR AND THE OWNER 8. PERFORM FINE GRADING. 7'
TO PROTECT ADJACENT PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING 9. INSTALL AND PREPARE BASE COURSE. V/
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR THE UNDERGROUND 10. PAVE ROADWAYS. SSI
f CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN *%
UTILITY PIPES, CONDUITS, OR STRUCTURES, WHETHER SHOWN OR NOT ON THE 11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED AREAS. 20 N
ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL r . !z
PLAN 12. UPON SITE STABILIZATION, SEEK NCDENR APPROVAL TO REMOVE ALL TEMPORARY Z m
PLANNING AND DESIGN MANUAL SEAV-%
5. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE LOCATION OF MEASURES. 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDENR OFFICE A MINIMUM 02
ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT 13. AFTER THE SITE HAS BEEN STABILIZED, REMOVE SEDIMENT FROM PERMANENT . ..........
WET POND TO THE BOTTOM ELEVATION OF THE POND AND CONVERT TO DESIGN OF 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES.
SHOWN ON THESE PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE 910-433-3300 %* 9
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS OPERATION. DIMENSIONS. THE WET POND SHALL BE RESTORED TO THE DESIGN DIMENSIONS. 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO will-
6. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH DURING AND AFTER AS OUTLINED IN THE PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS 007-1
14. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED ... ....... 102 PUBLIC AND P r-sto NVSO
GRADING BY THE CONTRACTOR TO DETERMINE IF ANY SLOPE STABILITY DETAILS WITHIN THE PLANS AND ACCORDING TO THE NCDENR EROSION CONTROL WHEN TRACKING OCCURS.
PROBLEMS EXIST. IF IT IS DETERMINED THAT THERE IS A SLOPE STABILITY MANUAL. 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL IF REMAINING FOR MORE
7. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT SHOULD BE GRADED WITH . ..... 000'- 307 THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS,
3:1 SLOPES AND SURROUNDED BY SILT FENCE. NOTE: ALL PIPE JOINTS BELOW THE STORM WATER -POND HIGH WATER
OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT
8. APPROVED COPIES OF THE GRADING AND EROSION CONTROL PLANS SHALL BE ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM
ON THE PERMITTED SITE WHILE WORK IS IN PROGRESS. TO ASTM C 443 ------ BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED
SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE GUTTER
9. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE SHALL REMAIN IN A
LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS.
CONDITION SUCH THAT THEY CAN TRANSPORT THE NATURAL DRAINAGE UNTIL 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE
FACILITIES TO HANDLE THE STORM WATER ARE CONSTRUCTED. THE CONTRACTOR UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT REVISIONS
SHALL BE RESPONSIBLE FOR ANY DAMAGE DUE TO OBSTRUCTING NATURAL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON A DAILY BASIS AND
DRAINAGE PATTERNS. ......... HP REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES
10. ANY DEVIATION FROM THE APPROVED GRADING PLAN SHOULD BE REPORTED TO
IMMEDIATELY.
THE ENGINEER OF RECORD PRIOR TO IMPLEMENTATION OF THE CHANGE.
8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE
-0 BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE
... .... ....... BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST
5/8 z
0- EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE
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9. DO NOT REANY AND SEDIENT CONTROL DEES AFTER EE
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PROTECTEDMOVE AREA HASEROSION UNDERGONE FINALMSTABILIZATION AND PERMANENTTHE
VEGETATION HAS BEEN ESTABLISHED. IT IS RECOMMENDED THAT NCDENR z
........ APPROVE THE ACTION PRIOR TO REMOVAL < 0
... ... .......... ...... 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE
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11. THE INSTALLATION OFCONSTRUCTION EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE 0
ILL
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13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR LU
STABILITY AND OPERATON FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
z CC
. ....... IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE
MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS LL 0
SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY z
C) 105 /
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR
V) CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR
07 Ir In W OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
...... ..... . .
. ........ . OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S.
0 0 0 in r
0 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN
5
EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14
LU WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING
HIP COMPLETION OF CONSTRUCTION DEVELOPMENT.
tz PROJECT NAME
0 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES
0 0 it L) SEDIMENT
0 SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE
DURING THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND
MULCHED ACCORDING TO THE DETAILS HEREIN.
1p 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS
0 0 0
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HIGH
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WATER:
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TOP OF 1 -1 ABJ INVESTMENTS
INVERT OF POND: 116.00
SHWT: 124.00'
TOP OF PERMANENT POND IS TO BIE'USED AS 87 0 . ..... .
LLC.
SHELF- 124.00' A TEMPORARY SEDIMENT BASIN THROUGH
RIP RAP 20' SPILLWAY CONSTRUCTION THEN CONVERTED TO A WET 5/8
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M OF BAFFLE WITH ABC STONE POND UPON STABILIZATION OF THE SITE. B
Z'MILLF: 123.00' ELEV: 124... TBM: 4D NAIL #6
ALL PONDS SLOPES MUST BE SEEDED 84 N: 553,323.161
WITHIN SEVEN DAYS. E: 2,053 722.002 LOc 3S
51.42 LF 0 116 ELEV: �27.86 2031 Middle Road
1.06% 30" RCP - Fayetteville, North Carolina 28312
ATTACH A 4.0* FAIRCLOTH SKIMMER NC GRID NAD 83 0, 5/8'
-5790
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PROJECT INFORMATION
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GROUND STABILIZATION CHART 'p
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SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
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ZONES
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7 DAYS
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14 DAYS ARE ALLOWED
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14 DAYS
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FLATTER
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WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HOW ZONES)
0
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J' ' E CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A
MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
M r R (A-1mu Vk
DATE RELEASED
JANUARY 21, 2013
SHEET NUMBER
C-10

2042
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5/8
ERB PROJECT INFORMATION
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JANUARY 21, 2013
Ell—
( IN FEET ) 5/8- SHEET NUMBER
1 inch = 60 ft. ERB
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A
C31
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ERB .. ...... DRAWING SCALE
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GRAPHIC SCALE DATE RELEASED
NOTE: ALL PIPE JOINTS BELOW THE STORM WATER POND HIGH WATER 60 0 30 60 120 240 JANUARY 21, 2013
Know what's below. ELEVATION SHALL HAVE RUBBER GASKET JOINTS THAT CONFORM TO ASTM C 443 I I I ERB
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IN FEET ERB \ y
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125
120
115
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WET POND
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2 MI MLIM SEPARATION OF 1.5 TIMES THE DIAMETER OF
M-10 I 124.73 I 120.fI 1 4.0 1 1 at I THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE
WEEP HOLES
3. OUTSIDE RISER DIMENSIONS. L-4'. R-.ri
RIME RISER DIMENSIONS: L-S. W-2'2-
NTS
STORM BASIN RISER WITH ORIFICE DETAIL
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e
0
NTS
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409 CMcayo Drive - .suite 112
FayeHW L e. North Carolina 28506
Fax [phone] \`\\
License Number: C-235A
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
STORM PROFILES
CLIENT
ABJ INVESTMENTS,
LLC.
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
294
DRAWING SCALE
HORIZONTAL: 1"=20'
VERTICAL: 1"=2'
DATE RELEASED
JANUARY 21, 2013
SHEET NUMBER
C-502
m

1
NTS
24" ASPHALT WEDGE CURB
12' 12'
2' 10'
10' 1 2'
3% 2"
SF9.5A 3%
6" CABC
K
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FINISH GRADE /— SF9.5A
\_COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
PAVEMENT SECTION
Tm
1. SECTION SHOWN TO DEPICT TYPICAL CUT §FlLL CONDITIONS
ONLY. GRADING PLAN SHOWS WHETHER SECTTN 6 IN CUT,
ALL OR BOTH
2 STREETS INCLUDED ARE: BARKER COURT, TATE COURT,
WNSON COURT, MELVN COURT
6"COMPACTED
ABC
NTS
NTS
K,
SIHUCIURE A B D D THOUS
Po-10 I 12CM I IMZI 4.0 I2 1
1 10'
+1 4%
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6" CABC
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1. SECTION SHOWN TO DEPICT TYPIGI. CUT A: RL CONDITIONS
ONLY. GRADING RAN SHOWS WEW SECTION IS IN CUT,
ALL OR BOTH
ROADWAY TYPICAL SECTION
RASH RAC(
RISER
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TYPE PLUG
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4• PVC CAP WITH
2.25• DRILLED HOLE
T WCA ORINE OUBEE COWIGURATION
IND.lg
1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG
THE THREE RECEIVING SIDES
2. MINIMUM SEPARATION OF 1.5 TRIES THE DIAMETER OF
THE NEED HOLE SHALL BE MAINTARIED BETWEEN THE
WEEP HOLES
3. OUTSIDE RISER ORIENSIONSI L-4', W-YY
R/SDE RISER DIMENSIONS L-3', W-2'2'
NTS
3/4"x3/4" ALUA
LIFTING LUG
NTS
NTS
4 ROADWAY TYPICAL SECTION 5 STORM BASIN RISER WITH ORIFICE DETAIL 6 TRASH RACK
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4o9 Chicago Drive - Suite 112
faretteJUe. North Carolina 28306
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License Number: C-235A
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REVISIONS
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
SITE & EROSION
CONTROL
DETAILS
CLIENT
ABJ INVESTMENTS,
LLC.
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
294
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JANUARY 21, 2013
SHEET NUMBER
C-6mO
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V•VEIVATED %W AND RJOPLS MOVE THE PUE41IDO POOL aB%TDN SHOL HIVE A IMM
OF C TOPSOL SLBGPIDE SHNL BE "SU TO ADDOW FOR AMU OF TOPSOIL N THM
AM SOOT TMT THE FJBYATDNS STONN ABOVE ARE TO TIE FMM GRM OF THE TOPSOL
NTS
1 WET POND X-SECTION WITH EARTH BERM
DAM CROSS SECTION
CONSTRUCTION SPECIFICATIONS
1 CLEAR, GRUB A STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
DELAY CLEARING THE POOL AREA UNTIL THE DAM !S COMPLETE AND THEN
REMOVE BRUSH, TREES, AND OTHER OWECTICNABLE MATERIALS TO FACIUTATE
SEDIMENTCLEANOUT. STOCKPILE ALL TOPSOIL OR BOIL CONTAINING ORGANIC
MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACIUTATE
VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW
THE BASIN AS NEEDED.
2. EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL
EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE
MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO
BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE
THE MINIMUM BOTTOM WIDTH WOE ENOUGH TO PERMIT OPERATION OF
EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET.
MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1.1. COMPACTION
REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE
TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS.
3. EMBANKMENT -TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON
THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY
VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL SCARIFY AREAS
ON WHICH FILL IS TO BE PIACEO BEFORE PLACING FILL. THE FILL MATERIAL
MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A
BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL. IT IS
TOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 81NCH
CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND
COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION
HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH
LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY
EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT
TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR
SETTLING.
4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A
WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN
BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE
BARREL AND RISER 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 OR ANTISEEP COLLARS. PLACE THE FILL MATERIAL
AROUND THE PIPE SPILLWAY IN 41NCH LAYERS, AND COMPACT IT UNDER AND
AROUND THE PIPE TO AT LEAST THE GAME DENSITY AS THE ADJACENT
EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM 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. ANCHOR THE RISER IN PLACE BY CONCRETEOR OTHER
SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE
CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUCH THE DAM AFTER THE
EMBANKMENT IS COMPLETE.
MAINTENANCE
5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE
ACHIEVEMENT OFEXITC AN ELEVATIONS,SLOPES AREC CRITICAL
TO THEWIDTH.AND INSPECTTEMPORARYROTARY SEDIMENT BASINSSEDIMENT
WEEKLY RESTOND RE
EREACH ITS PERIOD OF
ENTRANCE OF EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL SIGNIFICANT RAINFALL SEDIVE MENT
HAS ACCUMULATED O TRAP TOITHE DE NAL
IGN
OPERATION OF THE EMERGENCY SPILLWAY . DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN
DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH
B. D SCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION. SEDIMENT CONTROLS.
USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN
WA -ER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. CHECK THE EMBANKMENT SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND
INSPECT THE EMBANKMENT FOR
7. C DNSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY REMOVE
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
SON 40 RC 'ISMDER CM B: RMISm FROM A.Y. FARODTH ! SA W.
19E SMDEN OEM SOUL IE EOUIL TO X FMIU M 90MER.
SKIMMER
EMBANKMENT BEFORE THE AREA IS CLEARED.
8. INSTALL POROUS BAFFLES AS SPECIFIED.
9. A'JOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING
NTS
SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND COCA!
RECUIREMENTS.
5 TEMPORARY SEDIMENT BASIN
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES.
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
LIMITED TO OFF -SITE BORROW OR WASTE AREAS, STAGING OR
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A
COPY OF THE AMENDED PERMIT.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR
OR THE ENGINEER.
7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
STABILIZED.
9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
RECEIVING OUTLET.
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT
ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
MADE IMMEDIATELY.
11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
21 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
IMMEDIATELY.
8 GENERAL EROSION AND SEDIMENT CONTROL NOTES
K
DRIVE STEEL POSTS IV INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
NOTES.
L4AXIMUM W O.C. AND EXCAVATE A 4' X T
TRENCH UPHILL ALONG THE LINE OF
THE BOTTOM OF THE FENCE IF INTO THE
EXCAVATED TRENCH AND TURNED OUT
POSTS.
4' IN THE TRENCH.
1. WIRE SHALL BE A MINIMUM OF 321WHES IN WDTH AND
TOP d BOTTOM STRAND
SHALL HAVE A MINIMUM OF 6 WIRES WITH IT STAY SPACING.
MIN. 10 CA, WIPE
2. FILTER FABRIC SHALL SEA MINIMUM OF 3V IN VADTH AND
STEEL POSTS
STAY WIRES
SHALL BE FASTENED ADEQUATELY TO THE WARE WITH Y9 WIRE
MIN. 12 -12 GA
STAPLES 1-1? LONG. FABRIC THAT DETERIORATES TO SUCH
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
LINE WIRES
REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MIN 12-IQ GA.
3. STEEL POSTS SHALL BE A MIN. OF 5' HEIGHT AND SHALL BE
THE SELF FASTENER ANGLE STEEL TYPE.
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
ANDAFTEREACHRAINFALLOCCURRENCE. ANYNECESSARY
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
-.a
THE DEVICE SHALL BE MADE IMMEDIATELY.
5. REMOVE DEPOSITED SEDIMENTALOW THE FENCE TO
y
PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
PRESSURE ON THE FENCE AS NEEDED.
STEP 1
STEP 2
_
5. TEMPORARY MEASURE SRALL NOT BE REMOVED BY THE
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
ATTACH THE FILTER FABRIC TO THE WARE FENCE.
BACKrvILL THE AND COMPACT THE SOIL
REPRESENTATIVE. THE ACTION WILL BE APPROVED MEN THE
EXTENOTHEBOTTOMOFTIEFABRICCINTOTHE
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT C IN THE TRENCH.
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
POSTS MAX B' O c.
HARE FENCE'HOG WIRE'
0;!
Y1
"" - A
m
FILTERFABRIC
(L dti.. vt ...
�ia�`.-,. o ....
S
�W9 HARE STAPLE51-1r1'LONG
BELOW
STEEL POST DRIVEN
N' HMO GROUND
STEP 3 STEP 4 SECTION A -A
MAINTENANCE
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR. DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
0. 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.
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRACE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
PIPE OUTEE
WELL-DEFINED
SILT FENCE
PIPE OUTLET TO FIAT AREA -
NO WELL-DEFINED CHANNEL
GRAVEL OR FABRIC
SECTION A -A
PLAN
GRAVEL OR FABRIC
SECTION A -A
NOTES
1. LA IS THE LENGTH OF THE RIPRAP
APRON.
2. D - 1.5 TIMES THE MAXIMUM
STONE DIAMETER BUT NOT LESS
THAN 6.
3. IN A WELL-DEFINED CHANNEL EXTEND
THE APRON UP THE CHANNEL
BANKS TO AN ELEVATION OF 6'
ABOVE THE MAXIMUM TAILWATER
DEPTH OR TO THE TOP OF THE BANK,
WHICHEVER IS LESS.
4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
AND SOIL FOUNDATION.
INSPECT RIPRAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT a INCH OR GREATER)
RAINFALL EVENTS TO SEE IF ANY EROSION
AROUND OR BELOW THE RIPRAP HAS TAKEN
PLACE, OR IF STONES HAVE BEEN DISLODGED.
IMMEDATELY MAKE ALL NEEDED REPAIRS TO
PREVENT FURTHER DAMAGE.
NTS
NTS
6 TYPICAL
RIP
RAP APRON
DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE W FEET
THICKNESS fi INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
-
WITH 2O FOOT RADIUS AT EXISTING
WIDTH- 12 FT. MINIMUM OR FULL WIDTH AT ACCESS
ROADWAY
POINTS OF THE VEHICULAR ENTRANCE AND EXIT
36'-0'MIN 4'-0' 10'-0'
AREA, WHICHEVER IS GREATER
8-�
LENGTH- 50FT. MINIMUM.
LOCATION LOCATE CONSTRUCTION ENTRANCES AND
EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC �y-3'yyggHED
CONSTRUCTION VEHICLES. AVOID STEEP GRADES
STONE
AND ENTRANCES AT CURVES IN PUBLIC ROADS.
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
GRAVEL CONSTRUCTION ENTRANCE
CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
OpO
X
c,
MAINTENANCE
{-
0
QJ
MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
LATER LEAVING THE CONSTRUCTION SITETHISHAY
SEDIMENT FROM LEA G
SQ'
REQUIRE PERIODIC WITH STONE. AFTER EACH
1010,
ANYTOPIDRESSINGSTRUCTURE USED TRAP AND
D TO
Y SARY
RAINFALL, INSPECTOUT
h - - -
ASNEC IMMEDIATELY REMOVE ALL
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
NABLE NECESSARY.ILLEDIWASHE ORTRAK
OBJECTIONABLE
PUBLIC ROADWAYS.
AGGREGATE
6" MIN. THICKNESS
2-3" COURSE
NTS
9 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
STANDARD METAL POSTS 2'-0' IN GROUND
19 Gm wag am (1/4 MEN
4 -. -
�.
_ L
N
..... 4O i'K sT se-01,4 ci K .... ..
L' m
1 1ti�T
2:1 SLOPE GRAVEL FILTER + 9 SM SWIE AA® W A IEMO OF IS- YMYM
MBE TOP Of BM
I. MMMLY WADE A SK A OM M ORD= X MET
L TIME S-W SIR TESS 2 FEET MD X Mn
sMa6wi LIE MB. SAUS KGIS BUD AIMW X
FONDER IT BE MB, A IMMIa IN 4 FEET 111aM.
3 SNMM OE PAS MM TIE WM NYgEE DAL WX
X ME MSI M THE SEB F118T5 a THE TOP, WOLE AD
IUML R/OD A 2 LOOT RAP Or X 4X MSI WEST X
QM IM NDI MD 611=10111111.
t RAM WA WAR QmOI (tit M 155E MEq M A LI SINE
991AHMOF16MMWnXIMaDWill 10AN
BEN WADE
5 AIDE X maBMD 3969AE aEA WS BN SVM®,
BIBS Acuum mm MD E90am Ra W1A6
L mwa X ms p1mm aD SOa1E E aM
aMAaoaL
NLNIBMWE
xsRcr xEls AT IF/ST WEear ND NTBi Far SONMIM nW AITN M MFA1Bq
MAEIu B'BIT.OFIAlIE16XMEa Nn0aR8MOnaimmsro R9MIE
.W Fp.N1E RAW TOR SIp�OBII MNS T,VO: fllE IqT To oMPC-E Gi IA(FRyT
11EWREL4S1 pll4GTE8®ABAEa3gMLRW/CESIOEMIJ�BI.
NTS
3 HARDWARE CLOTH & GRAVEL INLET PROTECTION
BELOW WATER SURFACE
7_ 4
0 4
0
EDGE OF N0
0 0 _1AL P00
AL AL
AL AL
UPLANDS (ABOVE WATER SURFACE)
SHALLOW
WATER PLANTS
SHALLOW
LAND PLANTS
COMMON NAME
FOXTAIL
BOTANICAL NAME
ALOPERCURUS HOWEWI
COMMON NAME
JOE PYE WEED
BOTANICAL NAME
EUPATORIUM FISTULOSUM
P!CKERELWEED
PONTEDERIA CORDATA
RED CHOKEBERRY
ARONIA ARBUTIFOLIA
SIT
AAiLS LIZARD TAIL
SAURURUS CERNUUS
��t(wA'''
?05
ELDERBERRY
SAMBUCUS CANADENSIS
BULLTONGUE
SAGITTARIA LANCIFOLIA
SILKY DOGWOOD
CORNUS AMOMUM
CI
TRENCH
F
7
PLAN VIEW
TRENCH
WDTHH
n
�
Yp�
fl<IT
llIl4
UUNE -
�Y�! (DIAMETER 1
- T^
I
VARIES)
ANTI -SEEP COLLAR.'
CLASS B CONCRETE
ANTI -SEEP COLLAR
COMMON NAME SIZE SPACING
FOXTAIL
4 IN CONTAINER
24' O.C. MAXIMUM
PICKERELWEED
4 IN CONTAINER
24' O.C. MAXIMUM
LIZARD TAIL
4 IN CONTAINER
24* O.C. MAXIMUM
BULLTONGUE
4 IN CONTAINER
24" O.C. MAXIMUM
BLUE FLAG IRIS
4 IN CONTAINER
24' O.C. MAXIMUM
JOE PYE WEED
4 IN CONTAINER
24" O.C. MAXIMUM
RED CHOKEBERRY
1 GAL CONTAINER
48' O.C. MAXIMUM
ELDERBERRY
T GAL CONTAINER
48' O.C. MAXIMUM
SILKY DOGWOOD
1 GAL CONTAINER
48' O.C. MAXIMUM
SWAMP MILKWEED
4 IN CONTAINER
24' O.C. MAXIMUM
SECTION A -A
* BLUE FLAG IRIS IRIS ARGINICA • SWAMP MILKWEED ASCLEPIAS INCARNATA
PLANT SUPPLIERS
NOTES • ALTERNATE PLANTS
CAROLINA GREENERY, WEST END, NC 910-947-3150
MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200
1. PLANT SPACINGS SHALL BE A MAXIMUM OF 24 INCHES ON CENTER.
PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794
2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS.
- CILL IDE NATIVE PLANT NURSERY, RALEIGH. NC 877-479-2673
SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER.
3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTILIZE AT RECOMMENDATION
FROM SOILS ANALYSIS.
"VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM
4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA
OF 6" TOPSOIL SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE
GRASS FOR A PERMANENT GROUNDCOVER.
AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL.
5, ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL
7
10
VEGETATED SHELF PLANTING DETAIL
TEMPORARY SEEDINGIMULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURE:
SPECIES RATE(LBJACREI
RYE (GRAIN) 120
ANNUAL KOBE LESPEDEZA 50
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE-
SEEDING DATES:
JANUARY 1 - MAY 1
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LBJACRE GROUND AGRICULTURAL LIMESTONE AND 750
LBJACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SEEDING MIXTURE:
SPECIES RATE (LBJACRE)
GERMAN MILLET 40
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
SEEDING DATES:
MAY 1 - AUGUST 15
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
LB /ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LE/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
SEEDING MIXTURE:
SPECIES RATE(LBJACRE)
RYE (GRAIN) 120
SEEDING DATES:
AUGUST I5-DECEMBER 30
SOIL AMENDMENTS:
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
1,000 LB /ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LB /ACRE STRAW ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
MAINTENANCE:
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LS /ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
IN LATE OR EARLY MARCH.
TEMPORARY SEEDING SPECIFICATIONS
SEEDING MU(TURES:
SPECIES RATE(LBSJACRE
TALLFESCUE 80
PENSACOLA BAHIAGRASS 50
SERICEA LESPEDEZA 30
KOBE LESPEDEZA 10
SEEDING NOTES:
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LBJACRE.
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
NURSE PLANTS:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
OR AFTER AUG. 15, ADD 25 LBJACRE RYE (GRAIN).
SEEDING DATES:
BEST POSSIBLE
EARLY SPRING: FEB. 15-MAR. 20 FEB. 15-APR. 30
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,OGO LB./ACRE GROUND AGRICULTURAL
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
APPLY 4,000 LBJACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH
BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL -
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
TOP DRESS WITH 500 LB /ACRE 10.10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
NTS
NTS
SEEDING MIXTURE:
SPECIES RATE(LBJACREI
COMMON BERMUDAGRASS 40-80(1-2 LB11,000 FTO
SEEDING DATES:
COASTAL PLAIN: APR.-JULY
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
AND 500 LB./ACRE 10-10-10 FERTILIZER.
MULCH:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW, ON
CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000
LBJACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
DRAINAGE DEVICES.
MAINTENANCE:
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
REFERTILIZE THE FOLLOWING APR. WITH 50 LB /ACRE NITROGEN.
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PROJECT NAME
KENLAN
FARMS
SUBDIVISION
PHASE TWO
EROSION
CONTROL
DETAILS
CLIENT
ABJ INVESTMENTS,
LLC.
2031 Middle Road
Fayetteville, North Carolina 28312
Phone: [phone]
Fax: [phone]
PROJECT INFORMATION
DESIGNED BY:
BEN
DRAWN BY:
BEN
CHECKED BY:
SCOTT
PROJECT NUMBER:
294
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
JANUARY 21, 2013
SHEET NUMBER
C-6ml