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HARNETT COUNTY DEPARTIVI
700 McKinney Parkway
Lillington, North Carolina 27546
910-893-7575
Contact: Shane Cummings, PE
Know what's below.
Call before you dig.
ENT OF PUBLIC UTILITIES
W.
CIVIL ENGINEER
4D SITE SOLUTIONS, INC.
409 Chicago Drive - Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Scott Brown, PE
email: [e-mail]
LE
SURE POOLS
STORAGE YARD
TE [DEVELOPMENT PLANS
h._ AVERASBORO TOWNSHIP
DUNN, NORTH CAROLINA
COUNTY a°�°:eHARNETT 4
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INDEX3OF DRAWINGS
C1.0 - EXISTING CONDITIO
C2.0 - SITE/LANDSCAPE PLANAIMMM,,..
C3.0 - GRADING AND EROSION CONTROL PLAN
- SITE DETAILS
C4.1 - C4.2 - EROSION CONTROL DETAILS
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OWNER/DEVELOPER
PF GLOBAL PROPERTY GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
865-312-7469
Contact: Dan Morse
email: [e-mail]
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SURVEYOR
4D SITE SOLUTIONS, INC.
409 Chicago Drive -Suite 112
Fayetteville, North Carolina 28306
910-426-6777
Contact: Jimmy Holland, PLS
email: [e-mail]
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solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
TAX I D# 1514-06-7954.000
BUD HAWKINS ROAD
AVERASBORO TOWNSHIP
NEAR DUNN
HARNETT COUNTY
NORTH CAROLINA
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MAY 20, 2019
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED

UTILITY NOTES
16. THE WATER MAIN(S), FIRE HYDRANTS, GATE VALVES, SERVICE LINES, METER SETTERS
8:00 AM - 5:00 PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
SERVICE LATERAL THAT WILL BE CONNECTED TO A RESTAURANT, FOOD PROCESSING
AND ASSOCIATED APPURTENANCES MUST BE RATED FOR 200 PSI AND
PERMITTED BY HCDPU.
FACILITY AND ANY OTHER COMMERCIAL OR INDUSTRIAL FACILITY AS REQUIRED BY THE
WATER
HYDROSTATICALLY PRESSURE TESTED TO 200 PSI. THE HYDROSTATIC PRESSURE
3.
THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU WITH A SET OF NCDENR
HARNETT COUNTY FAT, OIL & GREASE ORDINANCE. THE GREASE TRAP MUST BE RATED
1.
THE FIRE MARSHAL'S OFFICE SHALL APPROVE ALL HYDRANT TYPES AND LOCATIONS IN
TEST(S) MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
APPROVED PLANS MARKED "RELEASED FOR CONSTRUCTION" AT LEAST TWO DAYS PRIOR
FOR A MINIMUM CAPACITY OF AT LEAST 1,000 GALLONS UNLESS OTHERWISE APPROVED
NEW SUBDIVISIONS. HOWEVER, HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES
UTILITY CONTRACTOR MUST NOTIFY HCDPU WHEN THEY ARE READY TO BEGIN FILLING IN
TO CONSTRUCTION COMMENCING. HCDPU WILL STAMP THE APPROVED PLANS AS
IN WRITING BY THE HCDPU PRE-TREATMENT COORDINATOR. GARBAGE DISPOSALS
(HCDPU) PREFERS THE CONTRACTORS TO INSTALL ONE OF THE FOLLOWING FIRE
LINES AND COORDINATE WITH HARNETT COUNTY TO WITNESS ALL PRESSURE TESTING.
"RELEASED FOR CONSTRUCTION" AND PROVIDE COPIES TO THE UTILITY CONTRACTOR.
SHOULD NOT BE INSTALLED IN HOMES AND BUSINESSES THAT DISCHARGE WASTEWATER
HYDRANTS:
17. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE TEST USING
THE REGISTERED LAND SURVEYOR (RLS) SHALL STAKE OUT ALL LOT CORNERS AND
TO THE HARNETT COUNTY SANITARY SEWER SYSTEM AS THEY ARE NOT APPROVED BY
1. MUELLER - SUPER CENTURION 250 A-423 MODEL WITH A 51/4" MAIN VALVE OPENING
COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING SLEEVE(S)
ESTABLISH GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET AND
HCDPU.
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
PRIOR TO MAKING THE TAP ON THE EXISTING WATER MAIN. THIS PNEUMATIC PRESSURE
SEWER LINE BEFORE THE UTILITY CONTRACTOR BEGINS CONSTRUCTION OR INSTALLATION
17. EACH SEWER LIFT STATION MUST BE PROVIDED WITH THREE PHASE POWER (AT LEAST
2. AMERICAN DARLING - MARK B-84-B MODEL WITH A 5%" MAIN VALVE OPENING
TEST MUST BE WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR. THE
OF THE MANHOLES, SANITARY SEWER GRAVITY LINE(S), SEWER LIFT STATIONS AND/OR
480 VOLTS) AND CONSTRUCTED TO MEET THE MINIMUM REQUIREMENTS OF THE LATEST
THREE WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE);
UTILITY CONTRACTOR SHALL USE ROMAC BRAND STAINLESS STEEL TAPPING SLEEVE(S)
SANITARY SEWER FORCE MAIN(S). THE GRADE STAKES SHOULD BE SET WITH A
VERSION OF THE NATIONAL ELECTRICAL CODE (NEC) AND HARNETT COUNTY STANDARD
3. WATEROUS - PACER B-67-250 MODEL WITH A 5%" MAIN VALVE OPENING THREE
OR APPROVED EQUAL FOR ALL TAPS MADE IN HARNETT COUNTY. ALL NEW WATER LINE
CONSISTENT OFFSET FROM THE STREET CENTERLINE SO AS NOT TO INTERFERE WITH THE
SPECIFICATIONS AND DETAILS. IF THREE PHASE POWER IS NOT AVAILABLE FROM THE
WAY (TWO HOSE NOZZLES AND ONE PUMPER NOZZLE) OR APPROVED EQUAL FOR
EXTENSIONS MUST BEGIN WITH A RESILIENT WEDGE TYPE GATE VALVE SIZED EQUAL TO
STREET GRADING OR UTILITY CONSTRUCTION.
POWER COMPANY OTHER ARRANGEMENTS MUST BE APPROVED BY HCDPU ENGINEERING
STANDARDIZATION.
THE DIAMETER OF THE NEW WATER LINE EXTENSION IN ORDER TO PROVIDE A MEANS OF
4.
THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
PRIOR TO THE START OF CONSTRUCTION.
ISOLATION BETWEEN HARNETT COUNTY'S EXISTING WATER MAINS AND THE NEW WATER
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
18. WHERE A NEW SANITARY SEWER FORCE MAIN IS CONNECTED TO AN EXISTING MANHOLE
2.
FIRE HYDRANTS ARE INSTALLED AT CERTAIN ELEVATIONS. ANY GRADE CHANGE IN THE
LINE EXTENSIONS UNDER CONSTRUCTION.
TO THE CONSTRUCTION OF ANY GRAVITY SEWER LINE(S), MANHOLE(S), SEWER LIFT
IN THE HARNETT COUNTY SEWER COLLECTIONS SYSTEM, THE UTILITY CONTRACTOR MUST
VICINITY OF ANY FIRE HYDRANT WHICH IMPEDES ITS OPERATION SHALL BECOME THE
RESPONSIBILITY OF THE UTILITY CONTRACTOR FOR CORRECTION. CORRECTIONS WILL BE
18. ALL WATER MAINS WILL BE CONSTRUCTED WITH SDR-21 PVC PIPE OR CLASS 50
STATION(S) AND ASSOCIATED FORCE MAINS) IN HARNETT COUNTY. THE MATERIALS TO
PROVIDE A PROTECTIVE COATING (COAL TAR EPDXY ) FOR THE INTERIOR SURFACES OF
MONITORED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND THE HARNETT
DUCTILE IRON PIPE RATED FOR AT LEAST 200 PSI OR GREATER. ALL PIPES MUST BE
BE USED ON THE PROJECT MUST MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU
THE MANHOLE TO PROTECT IT AGAINST CORROSION, EROSION AND DETERIORATION FROM
COUNTY FIRE MARSHAL.
PROTECTED DURING LOADING, TRANSPORT, UNLOADING, STAGING, AND INSTALLATION.
AND BE APPROVED BY THE ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL
THE RELEASE OF SEWER GASES SUCH AS METHANE AND HYDROGEN SULFIDE.
3.
THE PROFESSIONAL ENGINEER SHALL OBTAIN AND PROVIDE THE NCDENR
PVC PIPE MUST BE PROTECTED FROM EXTENDED EXPOSURE TO SUNLIGHT PRIOR TO
SUBSTANDARD MATERIALS OR MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY
19. THE SEWER LIFT STATION DESIGN AND ASSOCIATED EQUIPMENT MUST MEET OR EXCEED
"AUTHORIZATION TO CONSTRUCTT"" PERMIT TO THE UTILITY CONTRACTOR BEFORE THE
INSTALLATION.
FOUND ON THE PROJECT SITE MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE
THE MINIMUM REQUIREMENTS FOR HARNETT COUNTY SEWER LIFT STATIONS 2009 EDITION.
CONSTRUCTION OF THE WATER LINE SHALL BEGIN. THE UTILITY CONTRACTOR MUST
19. ALL WATER MAINS WILL BE FLUSHED AND DISINFECTED IN STRICT ACCORDANCE WITH
HCDPU UTILITY CONSTRUCTION INSPECTOR.
EACH SANITARY SEWER LIFT STATION MUST BE CONSTRUCTED WITH AN ALL-WEATHER
POST A COPY OF THE NCDENR "AUTHORIZATION TO CONSTRUCT" PERMIT ISSUED BY
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
5.
THE SANITARY SEWER LATERAL CONNECTIONS SHOULD BE INSTALLED 90`
ACCESS ROAD THAT IS AT LEAST 20 FEET WIDE. THE LIFT STATION SITE MUST BE
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
UTILITIES. ALL WATER SAMPLES COLLECTED FOR BACTERIA TESTING WILL BE COLLECTED
(PERPENDICULAR) TO THE SANITARY SEWER GRAVITY LINES WITH SCHEDULE 40 PVC
COVERED WITH WEED BLOCKING MATERIAL AND AT LEAST SIX (6") INCHES OF # 57
DIVISION OF ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION
BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR AND TESTED IN THE HCDPU
PIPE. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE THE PROFESSIONAL
STONE (CRUSH AND RUN).
(NCDENR-DEH,PWSS) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE PERMIT
LABORATORY.
ENGINEER (PE) WITH ACCURATE MEASUREMENTS FOR LOCATING SANITARY SEWER
20. ONCE A SEWER LIFT STATION HAS BEEN INSTALLED, THE UTILITY CONTRACTOR IS
MUST BE MAINTAINED ON SITE THROUGHOUT THE ENTIRE CONSTRUCTION PROCESS OF
20. ALL FITTINGS LARGER THAN TWO (2") INCHES DIAMETER SHALL BE DUCTILE IRON.
SERVICE LATERAL AND ASSOCIATED EACH SANITARY SEWER CLEAN -OUT. THESE
RESPONSIBLE TO SCHEDULE A DRAW DOWN TEST WITH HCDPU ENGINEERING AND
THE PROPOSED WATER LINES THAT WILL SERVE THIS PROJECT.
HCDPU REQUIRES THAT MECHANICAL JOINTS BE ASSEMBLED WITH GRIP RINGS AS
MEASUREMENTS SHOULD BE TAKEN FROM THE NEAREST DOWNSTREAM MANHOLE UP
COLLECTIONS STAFF, THE PROFESSIONAL ENGINEER (PE), THE ELECTRICIAN, THE
4.
THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
"MEGALUG" FITTINGS ARE NOT APPROVED BY HARNETT COUNTY FOR PIPE SIZES
ALONG THE SANITARY SEWER MAIN TO THE IN -LINE WYE FITTING (OR TAPPING SADDLE)
ORIGINAL EQUIPMENT MANUFACTURER'S (OEM) REPRESENTATIVES [FOR BOTH THE PUMPS
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
SMALLER THAN TWELVE INCHES (12") DIAMETER. PVC PIPE USED FOR WATER MAINS
AND THEN ANOTHER MEASUREMENT FROM THE IN -LINE WYE FITTING (OR TAPPING
AND THE GENERATOR]. THIS DRAW DOWN TEST MUST BE COMPLETED WITH POWER
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
SHALL BE CONNECTED BY SLIP JOINT OR MECHANICAL JOINT WITH GRIP RINGS. GLUED
SADDLE) TO THE 4" X 4" LONG SWEEP COMBINATION WYE FITTING AT THE BOTTOM OF
SUPPLIED FROM THE ELECTRICAL UTILITY COMPANY AND WITH POWER SUPPLIED BY THE
PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
PIPE JOINTS ARE NOT ALLOWED ON PVC PIPE USED FOR WATER MAINS IN HARNETT
THE SEWER CLEAN -OUT STACK. THESE FIELD MEASUREMENTS MUST BE PROVIDED TO
EMERGENCY GENERATOR WITH SATISFACTORY RESULTS BEFORE FINAL INSPECTIONS ARE
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
COUNTY.
THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS FROM THE UTILITY
CONDUCTED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
21. HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
CONTRACTOR FOR PROPER DOCUMENTATION IN THE AS -BUILT RECORD DRAWINGS
21. ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION OF A SEWER LIFT
VISITATIONS AND ACCEPTANCE OF THE WATER SYSTEM(S). CONSTRUCTION WORK SHALL
WITH ALL WATER LINES. THE TRACER WIRE SHALL BE 12 GA. INSULATED, SOLID COPPER
SUBMITTED TO HCDPU.
STATION, THE PROFESSIONAL ENGINEER (PE) MUST SUBMIT THE SEWER PERMIT
BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS 8:00
CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF THE VALVE BOXES OR
6.
THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
CERTIFICATION AND AS -BUILT RECORD DRAWINGS TO THE NORTH CAROLINA DEPARTMENT
AM - PM MONDAY THROUGH FRIDAY. HOLIDAY AND WEEKEND WORK IS NOT
MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE UNDERGROUND ON
SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER FORCE MAIN(S), SANITARY SEWER
OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF WATER QUALITY
PERMITTED HCDPU.
TED
TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE MAY BE SECURED
WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
SERVICE LATERAL(S) AND ALL ASSOCIATED SEWER CLEAN -OUTS) IN THE PROPOSED
NCDENR-DWQ) AND HCDPU FOR FINAL APPROVAL. THE UTILITY CONTRACTOR MUST
5.
SI
THE PROFESSIONAL ENGINEER (PE) SHALL PROVIDE HCDPU AND THE UTILITY
22• THE UTILITY CONTRACTOR WILL PROVIDE PROFESSIONAL ENGINEER (PE) AND THE HCDPU
SANITARY SEWER SYSTEM FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
SUPPLY HCDPU ENGINEERING STAFF WITH THREE ORIGINAL OPERATION &MAINTENANCE
CONTRACTOR WITH A SET OF NCDENR APPROVED PLANS MARKED "RELEASED FOR
UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE FIELD DRAWINGS TO
UNTIL THE NEWS NITARY EWER ANDASSOCIATEDANC S HAVE
APPURTENANCES
VL BEEN
0&M) MANUALS ALONG WITH THE ASSOCIATED PUMP CURVES AND ELECTRICAL
CONSTRUCTION" AT LEAST TWO DAYS PRIOR TO CONSTRUCTION COMMENCING. THE
IDENTIFY THE INSTALLED LOCATIONS OF THE WATER LINES) AND ALL ASSOCIATED
AOF NMENTE
CAROLINA
SCHEMATICS FOR TH E ASSOCIATED SEWER LIFT STATION EQUIPMENT INCLUDING ALL
REGISTERED LAND SURVEYOR (RLS) SHOULD STAKE OUT ALL LOT CORNERS AND THE
SERVICES. ALL CHANGE ORDERS MUST BE PRE -APPROVED BY HCDPU AND THE
RESOURCES - DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU.
WARRANTY INFORMATION AND DOCUMENTATION.
GRADE STAKES FOR THE PROPOSED FINISH GRADE FOR EACH STREET BEFORE THE
PROFESSIONAL ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE
ALL NEW SANITARY SEWER LINES MUST HAVE AT LEAST THREE (3 FT. ) FEET OF COVER
22ONCE THE UTILITY CONTRACTOR COMPLETES THE INSTALLATION A SEWER LIFT
.
UTILITY CONTRACTOR BEGINS CONSTRUCTION OF THE WATER LINE(S). THE GRADE
FIELD DRAWINGS.
AND EXTEND UNDER ALL EXISTING WATER MAIN AND STORM WATER LINES WITH A LEAST
STATION, THE DEVELOPER MUST PAY HCDPU THE ESTABLISHED SYSTEM
SYSTEM CONTROL AND
STAKES SHOULD BE SET WITH A CONSISTENT OFFSET FROM THE STREET CENTERLINE SO
23. THE UTILITY CONTRACTOR SHALL SPOT DIG EXPOSE EACH UTILITY PIPE OR LINE
24" OF VERTICAL CLEARANCE BELOW THE BOTTOM OF THE EXISTING WATER MAIN AND
DATA ACQUISITION (SCADA) FEES BEFORE THE SCADA SYSTEM WILL BE INSTALLED AT
AS NOT TO INTERFERE WITH THE STREET GRADING AND UTILITY CONSTRUCTION.
WHICH MAY CONFLICT WITH CONSTRUCTION OFF PROPOSED WATER LINE EXTENSIONS WELL
STORM WATER LINES.
THE NEW SEWER LIFT STATION. THE SCADA SYSTEM MUST BE INSTALLED AND
6.
THE UTILITY CONTRACTOR SHALL PROVIDE THE HCDPU UTILITY CONSTRUCTION INSPECTOR
IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE UTILITY
7.
THE SANITARY SEWER GRAVITY LINE(S), MANHOLE(S), SANITARY SEWER SERVICE
OPERATIONAL BEFORE THE UTILITIES MAY BE ACCEPTED BY HCDPU AND PLACED INTO
WITH MATERIAL SUBMITTALS AND SHOP DRAWINGS FOR ALL PROJECT MATERIALS PRIOR
CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO THE
LATERALS AND ASSOCIATED CLEAN -OUTS SHALL BE CONSTRUCTED IN STRICT
( ) ( )
OPERATION.
23. HCDPU REQUIRES THE UTILITY CONTRACTOR TO PROVIDE ALL NECESSARY EQUIPMENT
TO THE CONSTRUCTION OF ANY WATER LINE EXTENSION(S), AND ASSOCIATED WATER
PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE WATER LINE DESIGN IN
ACCORDANCE WITH THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY
AND DEVICES FOR THE TESTING AND INSPECTION OF THE SANITARY SEWER SYSTEM.
SERVICES IN HARNETT COUNTY. THE MATERIALS TO BE USED ON THE PROJECT MUST
ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES. THE UTILITY
DEPARTMENT OF PUBLIC UTILITIES. THE SANITARY SEWER GRAVITY LINES) MUST
THE EQUIPMENT AND DEVICES MAY INCLUDE BUT NOT LIMITED TO MIRRORS, MANDRELS,
MEET THE ESTABLISHED SPECIFICATIONS OF HCDPU AND BE APPROVED BY THE
CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE RESPONSIBLE FOR
PNEUMATICALLY PRESSURE TESTED WITH COMPRESSED AIR AT 5 PSI AND THE SANITARY
SEWER BALLS, PLUGS, AIR COMPRESSORS AND ASSOCIATED COMPRESSED AIR LINES. IF
ENGINEER OF RECORD PRIOR TO CONSTRUCTION. ALL SUBSTANDARD MATERIALS OR
TEMPORARY RELOCATION AND/OR SECURING EXISTING UTILITY POLES, PIPES, WIRES,
SEWER FORCE MAINS) MUST HYDROSTATICALLY PRESSURE TESTED WITH WATER OR AIR
THE HCDPU UTILITY CONSTRUCTION INSPECTOR DEEMS THAT A CLOSED CIRCUIT VIDEO
MATERIALS NOT APPROVED FOR USE IN HARNETT COUNTY FOUND ON THE PROJECT SITE
CABLES, SIGNS AND/OR UTILITIES INCLUDING SERVICES IN ACCORDANCE WITH THE
AT 200 PSI AND WITNESSED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR.
CAMERA INSPECTION OF THE NEWLY CONSTRUCTED SEWER SYSTEM IS NECESSARY, THEN
MUST BE REMOVED IMMEDIATELY WHEN NOTIFIED BY THE HCDPU UTILITY CONSTRUCTION
UTILITY OWNER REQUIREMENTS DURING WATER LINE INSTALLATION, GRADING AND STREET
8.
PRIOR TO ACCEPTANCE, ALL SEWER SERVICE LATERALS WILL BE INSPECTED TO INSURE
ALL COSTS FOR THE CLOSED CIRCUIT CAMERA INSPECTION WILL BE THE RESPONSIBILITY
INSPECTOR.
CONSTRUCTION.
THAT THEY ARE INSTALLED AT THE PROPER DEPTH. ALL SEWER CLEAN -OUTS MUST BE
OF THE UTILITY CONTRACTOR. ALL CLOSED CIRCUIT VIDEO CAMERA INSPECTIONS MUST
7.
THE WATER MAIN(S), FIRE HYDRANTS, SERVICE LINES, METER SETTERS AND ALL
24. PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
INSTALLED SO THE 4" X 4" LONG SWEEP COMBINATION WYE IS AT LEAST THREE (3')
BE RECORDED ON VHS TAPES THAT WILL RELEASED TO HCDPU FOR RECORD KEEPING,
ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN STRICT IN ACCORDANCE WITH
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO HAVE A SIGNED
FEET BUT NO MORE THAN FOUR (4') FEET BELOW THE FINISH GRADE UNLESS OTHERWISE
REVIEW AND APPROVAL OF THE SEWER SYSTEM.
THE STANDARD SPECIFICATIONS OF THE HARNETT COUNTY DEPARTMENT OF PUBLIC
NCDOT ENCROACHMENT AGREEMENT POSTED ON SITE AND NOTIFY ALL CONCERNED
APPROVED IN WRITING BY HCDPU. THE SEWER CLEANOUTS SHALL HAVE A FOUR (4")
24. ANY USE OF SEWER PLUGS TO TEMPORARILY BLOCK HARNETT COUNTY'S EXISTING
UTILITIES (HCDPU). THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE
UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY CONTRACTOR
SCHEDULE 40 PVC PIPE STUBBED UP FROM BOTH ENDS OF THE 4" X 4" LONG SWEEP
SANITARY SEWER LINES MUST BE COORDINATED WITH THE HCDPU COLLECTIONS
NEWLY INSTALLED WATER MAIN(S), WATER SERVICE LINES AND ALL ASSOCIATED METER
MUST CALL THE NC ONE CALL CENTER AT 811 OR
COMBINATION WYE TO BE AT LEAST TWO (2') FEET ABOVE THE FINISH GRADE AND
SUPERVISOR AT LEAST TWO (2) DAYS IN ADVANCE OF INSTALLING THE PLUGS. THE
SETTERS AND METER BOXES FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
[phone] TO VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE
COVER EACH END WITH A FOUR (4") INCH TEMPORARY CAP TO KEEP OUT DIRT, SAND,
SEWER PLUGS MUST BE REMOVED AS SOON AS POSSIBLE ONCE THE NEW SANITARY
UNTIL THE NEW WATER MAINS) HAVE BEEN APPROVED BY THE NORTH CAROLINA
BEGINNING OF CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN
ROCKS, WATER AND CONSTRUCTION DEBRIS. THE VERTICAL STACK ON EACH
SEWER LINES HAVE BEEN INSPECTED, PRESSURE TESTED, MANDREL TESTED, APPROVED
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
FROM MAPS FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN
CLEAN -OUT MUST BE PROVIDED WITH A CONCRETE DONUT FOR PROTECTION.
BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
ENVIRONMENTAL HEALTH, PUBLIC WATER SUPPLY SECTION (NCDENR-DEH, PWSS)AND
PHYSICALLY LOCATED OR VERIFIED BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER,
g•
ONCE THE SANITARY SEWER GRAVITY LINES) HAVE BEEN INSTALLED, PNEUMATICALLY
DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU TO ALLOW THE
ACCEPTED BY HCDPU.
ELECTRICAL POWER, FIBER OPTIC, NATURAL GAS, ETC.). THE UTILITY CONTRACTOR WILL
PRESSURE TESTED AND IN PLACE FOR AT LEAST 30 DAYS, THE UTILITY CONTRACTOR
SEWER TO FLOW AS DESIGNED IN HARNETT COUNTY'S EXISTING SANITARY SEWER LINES
8.
PRIOR TO ACCEPTANCE, ALL SERVICES WILL BE INSPECTED TO INSURE THAT THEY ARE
BE RESPONSIBLE TO REPAIR ANY AND ALL DAMAGES TO THE SATISFACTION OF THE
MUST CONTACT THE HCDPU UTILITY CONSTRUCTION INSPECTOR TO WITNESS THE
OR WHEN SO ORDERED BY THE HCDPU COLLECTIONS SUPERVISOR TO LIMIT
INSTALLED AT THE PROPER DEPTH. ALL METER BOXES MUST BE FLUSH WITH THE
RELATED UTILITY COMPANY.
MANDREL TEST ON EACH PVC SANITARY SEWER GRAVITY LINE. THE UTILITY
INTERRUPTIONS TO THE NORMAL FLOW OF THE SANITARY SEWER COLLECTION SYSTEM(S).
GROUND LEVEL AT FINISH GRADE AND THE METER SETTERS MUST BE A MINIMUM OF 8"
25. THE UTILITY CONTRACTOR SHALL PROVIDE HCDPU WITH AT LEAST ONE (1) FIRE
CONTRACTOR WILL NOTIFY HCDPU TO SCHEDULE THE MANDREL TESTING. THE MANDREL
THE UTILITY CONTRACTOR MUST PROVIDE THE PUMPS HOSES AND NECESSARY
BELOW THE METER BOX LID. METER SETTERS SHALL BE CENTERED IN THE METER BOX
AND SUPPORTED BY BRICK, BLOCK OR STONE.
HYDRANT WRENCH AND ONE (1) BREAK -AWAY FLANGE KIT FOR EVERY SUBDIVISION WITH
AND PROVING RING MUST BE SUPPLIED BY THE UTILITY CONTRACTOR. CLOSED CIRCUIT
CONNECTORS FOR A TEMPORARY PUMP AROUND SETUP IF REQUIRED BY THE HCDPU
9.
THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
FIRE HYDRANTS DEVELOPED IN HARNETT COUNTY. THESE ITEMS MUST BE PROVIDED TO
VIDEO CAMERA INSPECTIONS (AT THE UTILITY CONTRACTOR'S EXPENSE) MAY BE
COLLECTIONS SUPERVISOR. MR. CURTIS SPEARS, HCDPU COLLECTIONS SUPERVISOR MAY
HCDPU BEFORE THE FINAL INSPECTION WILL BE SCHEDULED BY THE HCDPU UTILITY
REQUIRED BY THE HCDPU UTILITY CONSTRUCTION INSPECTOR IF THE MANDREL TESTING
BE CONTACTED BETWEEN 8:00 AM AND 5:00 PM MONDAY THROUGH FRIDAY AT (910)
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
CONSTRUCTION INSPECTOR. IN ADDITION, THE UTILITY CONTRACTOR SHALL INSTALL A
CANNOT BE COMPLETED WITH SATISFACTORY RESULTS. THE SANITARY SEWER LINES
893-7575 EXTENSION 3243.
IDENTIFYING THE COMPLETE WATER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
4" X 4" CONCRETE VALVE MARKER AT THE EDGE OF THE RIGHT-OF-WAY TO IDENTIFY
SHOULD BE FLUSHED CLEAN USING A SEWER BALL OF THE PROPER DIAMETER BEFORE
25. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
THE LOCATION OF EACH GATE VALVE INSTALLED IN THE NEW WATER SYSTEM WITH THE
ANY MANDREL TESTING CAN BE PERFORMED. THE UTILITY CONTRACTOR IS RESPONSIBLE
LEAKAGE OR DAMAGE RESULTING FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR
DEPTHS OF THE WATER LINES AS WELL AS THE GATE VALVES, FIRE HYDRANTS, METER
EXCEPTION OF THE FIRE HYDRANT ISOLATION VALVES. THE CONTRACTOR SHALL
TO REMOVE ALL DIRT, SAND, SILT, GRAVEL, MUD AND DEBRIS FROM THE NEWLY
WARRANTY PERIOD ONCE THE SEWER SYSTEM IMPROVEMENTS HAVE BEEN APPROVED BY
SETTERS, BLOW OFF ASSEMBLIES AND ALL ASSOCIATED APPURTENANCES FOR ALL
MEASURE THE DISTANCE FROM THE CENTER OF THE CONCRETE MARKER TO THE CENTER
CONSTRUCTED SEWER LINES EXERCISING CARE TO KEEP THE HARNETT COUNTY'S
THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES -
WATER
ER LINES) CONSTRUCTED IN HARNETT COUNTY. THE RED LINE DRAWINGS SHOULD
OF THE VALVE BOX. THIS DISTANCE (IN LINEAR FEET) SHALL BE STAMPED ON THE
EXISTING SANITARY SEWER SYSTEMS CLEAN. SANITARY SEWER FORCE MAINS) SHALL
DIVISION OF WATER QUALITY (NCDENR-DWQ) AND ACCEPTED BY HCDPU. THE UTILITY
CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED PLANS. ALL CHANGE
ALL
BRASS PLATE LOCATED ON THE TOP OF THE CONCRETE VALVE MARKER. IN LIEU OF
BE PRESSURE TESTED TO 200 PSI FOR AT LEAST 2 HOURS LIKE WATER LINES.
CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO DAMAGES
ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL ENGINEER ( ) IN
INSTALLING THE CONCRETE VALVE MARKERS, THE UTILITY CONTRACTOR MAY PROVIDE AT
10.
THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE THE NEWLY INSTALLED
RESULTING FROM FAILURE TO LOCATE THE NEW SANITARY SEWER LINES AND
WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD DRAWINGS.
LEAST TWO MEASUREMENTS FROM TWO INDEPENDENT PERMANENT ABOVE GROUND
SANITARY SEWER SYSTEM(S) FOR OTHER UTILITY COMPANIES AND THEIR CONTRACTORS
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
10.
POTABLE WATER MAINS CROSSING OTHER UTILITIES AND NON -POTABLE WATER LINES
STRUCTURES TO THE PROFESSIONAL ENGINEER (PE) IN THE RED LINE DRAWINGS TO
UNTIL THE NEW SANITARY SEWER SYSTEM(S) HAVE BEEN APPROVED BY THE NORTH
SANITARY SEWER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU.
(SANITARY SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM
IDENTIFY THE VALVE LOCATIONS. THE PROFESSIONAL ENGINEER (PE) MUST INCLUDE
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
HCDPU WILL PROVIDE MAINTENANCE AND WARRANTY REPAIRS IF NECESSARY DUE TO
VERTICAL DISTANCE OF TWENTY-FOUR (24") INCHES BETWEEN THE POTABLE WATER
THESE MEASUREMENTS IN THE AS -BUILT RECORD DRAWINGS SUBMITTED TO HCDPU.
WATER QUALITY (NCDENR-DWQ)AND ACCEPTED BY HCDPU.
LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. HCDPU
MAIN AND ALL OTHER UTILITIES. NCDOT REQUIRES THE NEW WATER MAINS TO BE
26. THE UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
11.
HCDPU REQUIRES THAT THE UTILITY CONTRACTOR INSTALL TRACER WIRE IN THE TRENCH
WILL INVOICE THE DEVELOPER AND/OR UTILITY CONTRACTOR FOR MATERIALS AND LABOR
INSTALLED UNDER THE STORM WATER LINES. THE POTABLE WATER MAIN SHALL BE
LEAKAGE DAMAGE FROM POOR WORKMANSHIP DURING THE ONE (1) YEAR WARRANTY
WITH ALL SANITARY SEWER FORCE MAINS. THE TRACER WIRE SHALL BE 12 GA.
IN SUCH CASES.
INSTALLED WITH TWENTY-FOUR 24" INCHES OF VERTICAL SEPARATION AND WITH
( )
PERIOD ONCE THE WATER SYSTEM IMPROVEMENTS HAVE BEEN ACCEPTED BY HARNETT
INSULATED, SOLID COPPER CONDUCTOR AND IT SHALL BE TERMINATED AT THE TOP OF
26. IN DEVELOPMENTS AND PROJECTS THAT REQUIRE UTILITY EASEMENTS TO BE
DUCTILE IRON PIPE WHEN DESIGNED TO BE PLACED UNDER A NON -POTABLE WATER LINE
COUNTY. HARNETT COUNTY WILL PROVIDE MAINTENANCE AND REPAIRS WHEN
THE VALVE BOXES OR MANHOLES. NO SPLICED WIRE CONNECTIONS SHALL BE MADE
ESTABLISHED FOR FUTURE HCDPU RIGHT-OF-WAY, THE REGISTERED LAND SURVEYOR
SUCH AS SANITARY SEWER OR STORM SEWER LINES. IF THESE SEPARATIONS CANNOT
REQUESTED AND BILL THE DEVELOPER AND/OR UTILITY CONTRACTOR IF NECESSARY DUE
UNDERGROUND ON TRACER WIRE INSTALLED IN HARNETT COUNTY. THE TRACER WIRE
(RLS) MUST PROVIDE THE HCDPU RIGHT-OF-WAY AGENT WITH AN OFFICIAL COPY OF
BE MAINTAINED THEN THE WATER MAIN SHALL BE INSTALLED WITH DUCTILE IRON PIPE.
TO LACK OF RESPONSE WITHIN 48 HOURS OF NOTIFICATION OF WARRANTY WORK. THE
MAY BE SECURED WITH DUCT TAPE TO THE TOP OF THE PIPE BEFORE BACKFILLING.
THE RECORDED PLAT AND LEGAL DESCRIPTION OF THE SAID EASEMENT AS RECORDED
BOTH THE POTABLE WATER MAIN AND THE NON -POTABLE WATER LINE MUST BE CAST
UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ANY AND ALL REPAIRS DUE TO
THE TRACER WIRE IS NOT REQUIRED FOR THE GRAVITY SEWER LINES) BETWEEN
WITH THE HARNETT COUNTY REGISTER OF DEEDS. THE RECORDED DOCUMENTS MUST BE
IRON OR DUCTILE IRON PIPE (DIP) IF THE STATE MINIMUM SEPARATIONS CANNOT BE
DAMAGES RESULTING FROM FAILURE TO LOCATE THE NEW WATER LINES AND
MANHOLES.
PROVIDED TO THE HCDPU RIGHT-OF-WAY AGENT BEFORE THE UTILITY IMPROVEMENTS
MAINTAINED. THE DUCTILE IRON PIPE MUST BE LAID SO THE MECHANICAL JOINTS ARE
ASSOCIATED APPURTENANCES FOR OTHER UTILITIES AND THEIR CONTRACTORS UNTIL THE
12.
THE UTILITY CONTRACTOR SHALL PROVIDE THE PROFESSIONAL ENGINEER (PE) AND
WITHIN THE SAID EASEMENT CAN BE PLACED INTO OPERATION. ANY AND ALL
AT LEAST (10') FEET FROM THE POINT WHERE THE POTABLE WATER MAIN CROSSES THE
WATER LINES HAVE BEEN APPROVED BY NCDENR AND ACCEPTED BY HCDPU. THE FINAL
HCDPU UTILITY CONSTRUCTION INSPECTOR WITH A SET OF RED LINE DRAWINGS
EASEMENTS THAT MUST BE OBTAINED FROM ADJOINING PROPERTY OWNERS MUST BE
NON -POTABLE WATER LINE.
INSPECTION OF WATER SYSTEM IMPROVEMENTS CANNOT BE SCHEDULED WITH HCDPU
IDENTIFYING THE COMPLETE SEWER SYSTEM INSTALLED FOR EACH PROJECT. THE RED
PROVIDED TO HCDPU BY THE DEVELOPER AT NO COST TO HARNETT COUNTY. THE
11.
POTABLE WATER MAINS INSTALLED PARALLEL TO NON -POTABLE WATER LINES (SANITARY
UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY AND UTILITY EASEMENTS
LINE DRAWINGS SHOULD IDENTIFY THE MATERIALS, PIPE SIZES AND APPROXIMATE
FINAL INSPECTION OF ALL SANITARY SEWER SYSTEM IMPROVEMENTS CANNOT BE
SEWER, STORM SEWER, RCP, ETC.) SHALL BE LAID TO PROVIDE A MINIMUM HORIZONTAL
HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE STAND OF GRASS IN PLACE TO
DEPTHS OF THE SEWER LINES AS WELL AS THE INSTALLED LOCATIONS OF THE
SCHEDULED WITH HCDPU UNTIL THE STREETS HAVE BEEN PAVED, THE RIGHTS -OF -WAY
DISTANCE OF TEN (10') FEET BETWEEN THE POTABLE WATER MAIN AND SANITARY SEWER
PREVENT EROSION ISSUES ON SITE.
MANHOLE(S), SANITARY SEWER GRAVITY LINE(S), SANITARY SEWER SERVICE LATERALS,
AND UTILITY EASEMENTS HAVE BEEN SEEDED AND STABILIZED WITH AN ADEQUATE
MAINS, SEWER LATERALS AND SERVICES. THE HORIZONTAL SEPARATION BETWEEN THE
27. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
CLEAN -OUTS, SEWER LIFT STATIONS) AND ASSOCIATED FORCE MAIN(S). THE RED LINE
STAND OF GRASS IN PLACE TO PREVENT EROSION ISSUES ON SITE.
POTABLE WATER MAIN AND ANY OTHER UTILITY OR STORM SEWER SHALL NOT BE LESS
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
27. THE ENGINEER OF RECORD IS RESPONSIBLE TO INSURE THAT CONSTRUCTION IS, AT ALL
THAN FIVE (5') FEET. THE POTABLE WATER MAIN MUST BE DUCTILE IRON PIPE IF THIS
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
DRAWINGS SHOULD CLEARLY IDENTIFY ANY DEVIATIONS FROM THE NCDENR APPROVED
TIMES, IN COMPLIANCE WITH ACCEPTED SANITARY ENGINEERING PRACTICES AND
HORIZONTAL SEPARATION OF TEN (10') FEET CANNOT BE MAINTAINED. THE DUCTILE
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
PLANSALL CHANGE ORDERS MUST BE APPROVED BY HCDPU AND THE PROFESSIONAL
.
APPROVED PLANS AND SPECIFICATIONS. NO FIELD CHANGES TO THE APPROVED PLANS
IRON PIPE SHALL EXTEND AT LEAST TEN (10') FEET BEYOND THE POINT WHERE THE
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
ENGINEER (PE) IN WRITING AND PROPERLY DOCUMENTED IN THE RED LINE FIELD
ARE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL BY HCDPU. A COPY OF EACH
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
DRAWINGS.
ENGINEER'S FIELD REPORT IS TO BE SUBMITTED TO HCDPU AS EACH SUCH INSPECTION
MINIMUM REQUIRED HORIZONTAL SEPARATION OF TEN (10') FEET CAN BE
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
13.
PRIOR TO THE COMMENCEMENT OF ANY WORK WITHIN ESTABLISHED UTILITY EASEMENTS
IS MADE ON SYSTEM IMPROVEMENTS OR TESTING IS PERFORMED BY THE CONTRACTOR.
RE-ESTABLISHED.
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
OR NCDOT RIGHT-OF-WAYS THE UTILITY CONTRACTOR IS REQUIRED TO NOTIFY ALL
WATER AND SEWER INFRASTRUCTURE MUST PASS ALL TESTS REQUIRED BY HCDPU
12.
METER SETTERS SHALL BE INSTALLED IN PAIRS ON EVERY OTHER LOT LINE WHERE
INCLUDE, BUT ARE NOT LIMITED T0: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
CONCERNED UTILITY COMPANIES IN ACCORDANCE WITH G.S. 87-102. THE UTILITY
SPECIFICATIONS AND THOSE OF ALL APPLICABLE REGULATORY AGENCIES. THESE TESTS
POSSIBLE TO LEAVE ADEQUATE SPACE FOR OTHER UTILITIES TO BE INSTALLED AT A
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
CONTRACTOR MUST CALL THE NC ONE CALL CENTER AT 811 OR [phone] TO
INCLUDE, BUT ARE NOT LIMITED T0: AIR TEST, VACUUM TEST, MANDREL TEST, VISUAL
LATER TIME. THE METER SETTERS SHALL BE INSTALLED AT LEAST ONE (1') FOOT
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
VERIFY THE LOCATION OF EXISTING UTILITIES PRIOR TO THE BEGINNING OF
TEST, PRESSURE TEST, BACTERIOLOGICAL TEST, ETC. A HCDPU INSPECTOR MUST BE
INSIDE THE RIGHT-OF-WAY AND AT LEAST THREE (3') TO FIVE (5') FEET FROM THE
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
CONSTRUCTION. EXISTING UTILITIES SHOWN IN THESE PLANS ARE TAKEN FROM MAPS
PRESENT DURING TESTING AND ALL TEST RESULTS SHALL BE SUBMITTED TO HCDPU.
PROPERTY LINE BETWEEN THE LOTS.
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
FURNISHED BY VARIOUS UTILITY COMPANIES AND HAVE NOT BEEN PHYSICALLY LOCATED
ALL TESTS MUST BE SATISFIED BEFORE THE FINAL INSPECTION WILL BE SCHEDULED WITH
13.
HCDPU REQUIRES THAT METER BOXES FOR 3/4" SERVICES SHALL BE 12" WIDE X 17"
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
BY THE P.E. (I.E. TELEPHONE, CABLE, WATER, SEWER, ELECTRICAL POWER, FIBER OPTIC,
THE HCDPU INSPECTOR. THE ENGINEER OF RECORD MUST REQUEST IN WRITING TO
LONG ABS PLASTIC BOXES AT LEAST 18" IN HEIGHT WITH CAST IRON LIDS/COVERS.
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
NATURAL GAS, ETC.).
SCHEDULE THE FINAL INSPECTION ONCE ALL CONSTRUCTION IS COMPLETE. THE
METER BOXES FOR 1" SERVICES SHALL BE 17" WIDE X 21" LONG ABS PLASTIC BOXES
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
14.
THE UTILITY CONTRACTOR SHALL SPOT DIG TO EXPOSE EACH EXISTING UTILITY PIPE OR
DEVELOPER'S ENGINEER OF RECORD AND THE HCDPU UTILITY CONSTRUCTION INSPECTOR
AT LEAST 18" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP COVERS IN THE
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
LINE WHICH MAY CONFLICT WITH CONSTRUCTION OF PROPOSED SANITARY SEWER LINE
SHALL PREPARE A WRITTEN PUNCH LIST OF ANY DEFECTS OR DEFICIENCIES NOTED
CENTER OF THE LIDS. METER BOXES FOR 2" SERVICES SHALL BE 20" WIDE X 32" LONG
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
EXTENSIONS WELL IN ADVANCE TO VERIFY LOCATIONS OF THE EXISTING UTILITIES. THE
DURING THE FINAL INSPECTION, SHOULD ANY EXIST. UPON COMPLETION OF THE PUNCH
ABS PLASTIC BOXES AT LEAST 20" IN HEIGHT WITH PLASTIC LIDS AND CAST IRON FLIP
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
UTILITY CONTRACTOR SHALL PROVIDE BOTH HORIZONTAL AND VERTICAL CLEARANCES TO
LIST, THE DEVELOPER'S ENGINEER OF RECORD WILL SCHEDULE ANOTHER INSPECTION. IN
COVERS IN THE CENTER OF THE LIDS.
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
THE PROFESSIONAL ENGINEER (PE) TO ALLOW THE PE TO ADJUST THE SANITARY SEWER
THE EVENT THE NUMBER OF INSPECTIONS PERFORMED BY THE HCDPU EXCEEDS TWO,
14.
MASTER METERS MUST BE INSTALLED IN CONCRETE VAULTS SIZED FOR THE METER
LINE DESIGN IN ORDER TO AVOID CONFLICTS WITH EXISTING UNDERGROUND UTILITIES.
ADDITIONAL FEES MAY BE ACCESSED TO THE DEVELOPER.
ASSEMBLY AND ASSOCIATED APPURTENANCES SO AS TO PROVIDE AT LEAST EIGHTEEN
THE UTILITY CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER AND BE
(18") INCHES OF CLEARANCE BETWEEN THE BOTTOM OF THE CONCRETE VAULT AND THE
SANITARY SEWER
RESPONSIBLE FOR TEMPORARY RELOCATION OF EXISTING UTILITIES AND/OR SECURING
BOTTOM OF THE METER SETTER. THE MASTER METER MUST BE PROVIDED TEST PORTS
1. THE PROFESSIONAL ENGINEER (PE) SHALL OBTAIN AND SUPPLY A COPY OF THE SEWER
EXISTING UTILITY POLES, PIPES, WIRES, CABLES, SIGNS AND/OR UTILITIES INCLUDING
IF THE METER IS NOT EQUIPPED WITH TEST PORTS FROM THE MANUFACTURER IN
PERMIT FOR THE CONSTRUCTION AND OPERATION OF THE WASTEWATER COLLECTION
SERVICES IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS DURING SANITARY
ACCORDANCE WITH THE HCDPU ESTABLISHED STANDARD SPECIFICATIONS AND DETAILS.
SYSTEM TO THE UTILITY CONTRACTOR BEFORE THE CONSTRUCTION OF THE SANITARY
SEWER LINE INSTALLATION, GRADING AND STREET CONSTRUCTION.
DUCTILE IRON PIPE MUST BE USED FOR THE MASTER METER VAULT PIPING AND VALVE
SEWER LINE, SEWER LIFT STATION AND ASSOCIATED FORCE MAIN SHALL BEGIN. THE
15.
WHEN MAKING A TAP ON AN EXISTING SEWER FORCE MAIN, THE UTILITY CONTRACTOR
VAULT PIPING. THE UTILITY CONTRACTOR MUST PROVIDE SHOP DRAWINGS FOR THE
UTILITY CONTRACTOR MUST POST A COPY OF THE SEWER PERMIT ISSUED BY THE NORTH
MUST HAVE A PERMIT FROM THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
METER VAULTS TO HCDPU PRIOR TO ORDERING THE CONCRETE VAULTS.
CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES - DIVISION OF
NATURAL RESOURCES - DIVISION OF WATER QUALITY (NCDENR-DWQ) PRIOR TO BEGIN
15.
THE UTILITY CONTRACTOR WILL INSTALL POLYETHYLENE SDR-9 WATER SERVICE LINES
WATER QUALITY (NCDENR-DWQ) ON SITE PRIOR TO THE START OF CONSTRUCTION. THE
THE TAP WORK. THE UTILITY CONTRACTOR SHALL CONDUCT A PNEUMATIC PRESSURE
THAT CROSS UNDER THE PAVEMENT INSIDE A SCHEDULE 40 PVC CONDUIT TO ALLOW
PERMIT MUST BE MAINTAINED ON SITE DURING THE CONSTRUCTION OF THE SEWER
TEST USING COMPRESSED AIR OR OTHER INERT GAS ON THE STAINLESS STEEL TAPPING
FOR REMOVAL AND REPLACEMENT IN THE FUTURE. TWO (2) INDEPENDENT 3/4" WATER
SYSTEM IMPROVEMENTS.
SLEEVE AND GATE VALVE PRIOR TO MAKING THE TAP ON AN EXISTING SANITARY SEWER
SERVICE LINES MAY BE INSTALLED INSIDE ONE (1) - TWO (2") INCH SCHEDULE 40 PVC
2. THE UTILITY CONTRACTOR SHALL NOTIFY HARNETT COUNTY DEPARTMENT OF PUBLIC
FORCE MAIN. THIS PNEUMATIC PRESSURE TEST MUST BE WITNESSED BY THE HCDPU
CONDUIT OR TWO (2) INDEPENDENT 1" WATER SERVICE LINES MAY BE INSTALLED INSIDE
UTILITIES (HCDPU) AND THE PROFESSIONAL ENGINEER (PE) AT LEAST TWO DAYS PRIOR
UTILITY CONSTRUCTION INSPECTOR. THE UTILITY CONTRACTOR SHALL USE ROMAC
ONE (1) - THREE (3") INCH SCHEDULE 40 PVC CONDUIT, BUT EACH WATER SERVICE
TO CONSTRUCTION COMMENCING. THE UTILITY CONTRACTOR MUST SCHEDULE A
BRAND STAINLESS STEEL TAPPING SLEEVE(S) OR APPROVED EQUAL FOR ALL TAPS MADE
SHALL BE TAPPED DIRECTLY TO THE WATER MAIN. SPLIT SERVICES ARE NOT ALLOWED
PRE -CONSTRUCTION CONFERENCE WITH MR. ALAN MOSS, HCDPU UTILITY CONSTRUCTION
ON SANITARY SEWER FORCE MAINS IN HARNETT COUNTY. THE UTILITY CONTRACTOR
BY HCDPU.
INSPECTOR AT LEAST TWO (2) DAYS BEFORE CONSTRUCTION WILL BEGIN AND THE
SHALL USE ROMAC BRAND STYLE "CB" SEWER SADDLES WITH STAINLESS STEEL BANDS
UTILITY CONTRACTOR MUST COORDINATE WITH HCDPU FOR REGULAR INSPECTION
OR APPROVED EQUAL FOR ALL TAPS MADE ON EXISTING SANITARY SEWER GRAVITY
VISITATIONS AND ACCEPTANCE OF THE WASTEWATER SYSTEM(S). CONSTRUCTION WORK
LINES IN HARNETT COUNTY.
SHALL BE PERFORMED ONLY DURING THE NORMAL WORKING HOURS OF HCDPU WHICH IS
16.
THE UTILITY CONTRACTOR SHALL PROVIDE A GREASE TRAP FOR EACH SANITARY SEWER
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
PROJECT NOTES
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
SEE SHEETS
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
G-1 nO

VICINITY MAP
NOT TO SCALE
LEGEND:
Z�, DOT DISK
"'Z ECM —EXISTING CONCRETE MONUMENT
EPKO EPK—EXISTING PK NAIL
ENO ENL—EXISTING NAIL
ERBO ERB—EXISTING REBAR
N/F — NOW OR FORMERLY
R/W — RIGHT OF WAY
PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
RIGHT—OF—WAY
so STORM DRAINAGE
OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
160 MAJOR CONTOUR
158 MINOR CONTOUR
x 208.47' SPOT ELEVATION
BENCHMARK
EEE SIGN
M� MAILBOX
- HVAC UNIT
PP. UTILITY POLE
C GUY WIRE
0 TELEPHONE PEDESTAL
D4 WATER VALVE
❑❑ WATER METER
HARDWOOD TREE
PINE TREE
GRAVEL
ASPHALT
CONCRETE
BUILDINGS
NOTES:
1. ALL DISTANCES SHOWN ARE HORIZONTAL GROUND DISTANCES
UNLESS OTHERWISE NOTED.
2. COMBINED SCALE FACTOR: 0.9998760
LOCALIZATION POINT N: 546,978.708 E: 2,110,999.480
CONTROL ESTABLISHED VIA NORTH CAROLINA GEODETIC SURVE
VIRTUAL REFERENCE SYSTEM.
3. THE HORIZONTAL AND VERTICAL CONTROL FOR THIS SURVEY
WERE ESTABLISHED USING THE NORTH CAROLINA GEODETIC
SURVEY VIRTUAL REFERENCE SYSTEM.
4. LINES NOT SURVEYED ARE SHOWN AS DASHED LINES FROM
INFORMATION REFERENCED ON THE FACE OF THIS MAP.
5. NONCONFORMING STRUCTURES HAVE NOT BEEN CREATED BY
THIS SURVEY.
6. 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 A
BUT NOT LIMITED TO HAZARDOUS WASTE MATERIALS,
EASEMENTS, CEMETERIES, AND FLOOD AREAS.
7. LOCATIONS OF ALL UNDERGROUND UTILITIES LYING WITHIN 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.
8. THIS PROPERTY LIES WITHIN FLOOD ZONE "X"ACCORDING TO
MAP# 3720150400K OF THE FLOOD INSURANCE RATE, DATED
JANUARY 5, 2007.
I, SEAN R. SEEVER, CERTIFY THAT THIS SURVEY IS OF AN
EXISTING PARCEL OR PARCELS OF LAND OR ONE OR MORE
EXISTING EASEMENTS AND DOES NOT CREATE A NEW
STREET OR CHANGE AN EXISTING STREET.
PROFESSIONAL LAND SURVEYOR — L-4571
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 SHOWN. PAGE HEREON 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 CAROLINA (21 NCAC 56. 1600). WITNESS MY HAND
AND SEAL THIS 20 DAY OF MAY, 2019.
PROFESSIJNAiLCLXNE67SURVEYOR — L-4571
AREA: (BY COORDINATE COMPUTATION)
407,847 SF (9.36 AC) INCLUDING R/W
PIN N0: 1514-06-7954.000
35' FRONT
0' SIDE
25' REAR
SOURCE OF TITLE
DB 313, PG 107
PB 2004, PG 696
HARNETT COUNTY
REGISTER OF DEEDS
NCDOT
DISK
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NCDOT ,
DISK I
I
I
I
I
I
I
I
I
I
I
I
NCDOT
DISK I
NCDOT
DISK
NCDOT ,
DISK
NCDOT •
DISK
NCDOT
NCDOT DISK
DISK
NCDOT
DISK
1
1
I
1
1
1
1
Y I
1
1
I
1
1
I
1
1
S I
1
1
NCDOT
DISK
NCDOT
DISK NCDO
DISK
NCDOT •
DISK NCDOT
DISK
�01111 ARNI,
�-\ ........ z V/��
••FESS
Q �
AL � L
p57
U
/'/4' R i lSt!
bs •2b • I°1
I, SEAN R. SEEVER, CERTIFY THAT THE CONTROL FOR THIS
SURVEY WAS ESTABLISHED FROM AN ACTUAL GPS SURVEY
UNDER MY SUPERVISION. THIS GPS SURVEY WAS
PERFORMED TO C-211 FGCC SPECIFICATIONS RTK GPS WITH
VRS FIELD PROCEDURES WERE USED. THE COORDINATES
WERE OBTAINED THROUGH A GRID TO GROUND ADJUSTMENT
USING THE COMBINED SCALE FACTOR SHOWN HEREON. THIS
SURVEY WAS PERFORMED ON MARCH 12, 2019 USING TWO
TRIMBLE 5700 RECEIVERS.
�R Ajv�-
PROFESSI NAL LAND SURVEYOR — L-4571
O
I, SEAN R. SEEVER, CERTIFY THAT THIS CLASS "C"
TOPOGRAPHIC MAP WAS DRAWN FROM AN ACTUAL SURVEY
PERFORMED UNDER MY DIRECT SUPERVISION AND THAT IT
MEETS OR EXCEEDS THE NORTH CAROLINA ADMINISTRATIVE
CODE 21.56.1605 AND 21.56.1606. WITNESS MY HAND AND
SEAL THIS 20 DAY OF MAY, A.D., 2019.
PROFESSI NAL LAND SURVEYOR — L-4571
N /F
SHAUN W. SEWELL & WIFE,
CANDACE SEWELL
DB 3644, PG 258
PC—F, SLIDE 765A
TB M
4D DISK #1
N 546,978.708
E 2,110,999.480
ELEV 156.51
NC GRID NAD 83
(2011)
XNAVD 88
w0
k p�eO'ow pqp
Nc CRID
NAD 83 r2p��J
EPPK k
N /F
MAGDALENE BENNETT WOOD
DB 11 E, PG 544
DB 1591, PG 49
PB 9, PG 60
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
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REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
EXISTING
CONDITIONS
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
SURVEYED BY:
MIKE
DRAWN BY:
SEAN
CHECKED BY:
JIMMY
PROJECT NUMBER:
1492
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE SURVEYED
MARCH 12, 2019
SHEET NUMBER
C-1 00

VICINITY MAP
NOT TO SCALE
LEGEND:
Z�, DOT DISK
'CMZ ECM -EXISTING CONCRETE MONUMENT
EPKO EPK-EXISTING PK NAIL
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
— oPL — — — OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
A
So STORM DRAINAGE
OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
160 MAJOR CONTOUR
158 MINOR CONTOUR
x 208.47' SPOT ELEVATION
-J�- BENCHMARK
SIGN SIGN
M� MAILBOX
- HVAC UNIT
pp UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
D4 WATER VALVE
❑❑ WATER METER
G� HARDWOOD TREE
PINE TREE
GRAVEL
ASPHALT
CONCRETE
BUILDINGS
SITE NOTES
1. EXISTING UNDERGROUND UTILITIES ARE SHOWN ONLY WHERE
EVIDENCE COULD BE FOUND TO VERIFY LOCATION. PRIOR TO
CONSTRUCTION OR EXCAVATION OF THE SITE, THE GENERAL
CONTRACTOR SHALL VERIFY ALL UTILITY COMPANIES TO
VERIFY THE LOCATION OF THEIR RESPECTIVE UTILITIES. ALL
DAMAGE INCURRED 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. HANDICAP RAMPS, SIGNAGE AND PARKING SPACES SHALL
BE PROVIDED BY THE CONTRACTOR AND INSTALLED PER
FEDERAL ADA AND LOCAL REQUIREMENTS.
4. ALL DIMENSIONS ARE TO THE BACK OF CURB OR TO THE
FACE OF SIDEWALK UNLESS OTHERWISE NOTED.
5. ALL RADII ARE 5' UNLESS OTHERWISE NOTED.
6. PARKING STALLS MUST BE STRIPED WITH A 4 INCH
CONTRASTING STRIPE (YELLOW ON CONCRETE AND YELLOW
OR WHITE ON ASPHALT PARKING LOT).
7. HANDICAP PARKING SPACES ARE TO BE DESIGNATED BY
BLUE STRIPING AND EITHER A BLUE SYMBOL ON A WHITE
BACKGROUND OR A WHITE SYMBOL ON A BLUE
BACKGROUND. ALL HANDICAP PARKING STALLS REQUIRE
THE INSTALLATION OF THE PROPER SIGNAGE.
8. ALL PARKING SPACES ARE TO BE LAID OUT IN
ACCORDANCE WITH THE SITE PLAN DIMENSIONS.
9. ALL WASTE MATERIAL SHALL BE DISPOSED OF OFF -SITE IN
ACCORDANCE WITH STATE AND LOCAL LAWS AND
REGULATIONS.
10. ALL SITE IMPROVEMENTS SHALL BE INSTALLED PER
HARNETT COUNTY AND STATE REGULATIONS.
NCDOT
DISK
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NCDOT
DISK I
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**MOBILE OFFICE TO CONNECT
TO EXISTING WATER/ SEWER
ISERVICES FROM EXISTING
DWELLING
I
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DISK I
NCDOT
DISK
NCDOT
DISK
NCDOT •
DISK
NCDOT F
NCDOT DISK
DISK
NCDOT
DISK
1
1
I
1
1
1
1
1
1
1
1
I
1
1
I
1
1
Ncoor
DISK
NCDOT
DISK NCDOT
DISK
NCDOT
DISK NCDOT
DISK
SITE DATA
DEVELOPER
LEISURE POOLS & SPAS MANUFACTORING
MAILING ADRESS
2901 LEISURE ISLAND WAY
CITY, STATE
KNOXVILLE, TENNESSEE 37914
PIN NUMBER
1514-06-7954.000
TOTAL LOT AREA
429,699 SF (9.86 AC)
AREA TO BE DEVELOPED
429,699 SF (9.86 AC)
ZONING
COMM
EXISTING USE
AGRICULTURAL/ UNDEVELOPED
PROPOSED USE
OUTSIDE STORAGE
DISTURBED/DENUDED AREA
4.56 AC
SETBACKS REQUIRED:
FRONT 35
FT
SIDE 20
FT ADJACENT TO RESIDENTIAL ZONED LOT
CORNER SIDE 20
FT/ 15 FT ADJACENT TO ACCESS EASEMENT OR
PRIVATE STREET
REAR 25
FT
EXISTING IMPERVIOUS AREA (TO BE REMOVED) 6,902 SF
PROPOSED IMPERVIOUS AREA
70,779 SF
FUTURE IMPERVIOUS AREA
17,521 SF
TOTAL IMPERVIOUS AREA
88,300 SF
TOTAL SITE AREA
369,839 SF
PERCENT IMPERVIOUS
23.9%
00
w 11,
Cn I
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Q 0_
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m
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2 I
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INV
157.50
1 EPK
QTY.
TYPE
PLANTING SIZE
MIN. HEIGHT
SCIENTIFIC NAME
CANOPY TREES
*777
WILLOW OAK
2" CALIPER
6'
QUERCUS PHELLOS
LANDSCAPING NOTES
1. HEIGHT AND SPREAD OF TREE SPECIMEN SHALL MEET REQUIREMENTS OF
THE AMERICAN ASSOCIATION OF NURSERYMEN, AMERICAN STANDARD FOR
NURSERY STOCK.
2. EACH TREE SHALL BE PLANTED SUCH THAT THE ROOT FLARE IS VISIBLE
AT THE TOP OF THE ROOT BALL. TREES WHERE THE ROOT FLARE IS
NOT VISIBLE SHALL BE REJECTED. DO NOT COVER THE ROOT FLARE
WITH MULCH.
3. DO NOT PLACE MULCH IN CONTACT WITH THE TREE TRUNK. KEEP MULCH
A MINIMUM OF 4 INCHES AWAY FROM THE TRUNK BASE.
*THIS LANDSCAPING PLAN IS THE MINIMUM REQUIRED TO MEET WITH THE
HARNETT COUNTY LIDO. THE OWNER OR DEVELOPER IS ENCOURAGED TO
CONSULT WITH A LANDSCAPE ARCHITECT IN ORDER TO DEVELOP A PLAN
THAT IS MORE IN DEPTH THAN THE MINIMUM REQUIREMENTS. THIS PLAN IS
FOR PERMITTING PURPOSES ONLY.
X
X
34 S�°E EPK X
3.49' S10°54'26"E 125.46'
TB M
4D DISK #1
N 546,978.708
E 2,110,999.480
ELEV 156.51
S08° NC GRID NAD 83
22'31"E 113.11' EPK _ (2011)
\ NAVD 88
ECM `X_�
02 29'S � V
NCDOT 9'E 110.84' PUeoOo RD
- _ DISK EX/STING R/W EPK
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BUILDINGS 8c _ _` SG3°72•
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Q 15' TYPE D� 7 04 -I'
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EPK
POOL STORAGE ` \
AREA T � `` S7J-7
LOADING AREA 7 s3 \
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POOL STORAGE INV
GRAVEL DRIVE AREA�`a\s'RCA
INV
OT 148.74
NCDOT
Nc GRID
NAD 83 r2p7jJ
N /F
MAGDALENE BENNETT WOOD
DB 11 E, PG 544
DB 1591, PG 49
PB 9, PG 60
2 1
N /F
SHAUN W. SEWELL & WIFE,
CANDACE SEWELL / \
DB 3644, PG 258
PC-F, SLIDE 765A
Q
GRAPHIC SCALE
50 0 25 50 100 200
( IN FEET )
I inch = 50 ft.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
"01111 MINI
.•••• ••.
•4 SEA
• 027
0
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
SITE PLAN
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
C-200

VICINITY MAP
NOT TO SCALE
LEGEND:
Z�, DOT DISK
"'Z ECM -EXISTING CONCRETE MONUMENT
EPKO EPK-EXISTING PK NAIL
ENLO ENL-EXISTING NAIL
ERBO ERB-EXISTING REBAR
N/F - NOW OR FORMERLY
R/W - RIGHT OF WAY
PROPERTY LINE
- OPL - - - OLD PROPERTY LINE
ADJACENT PROPERTY LINE
TIE LINE
A
So STORM DRAINAGE
OVERHEAD UTILITY
PERMANENT EASEMENT
X FENCE LINE
TREE LINE
160 MAJOR CONTOUR
158 MINOR CONTOUR
x 208.47' SPOT ELEVATION
-J�- BENCHMARK
SIGN SIGN
M� MAILBOX
- HVAC UNIT
PP UTILITY POLE
C GUY WIRE
❑T TELEPHONE PEDESTAL
N WATER VALVE
❑❑ WATER METER
G� HARDWOOD TREE
PINE TREE
GRAVEL
ASPHALT
CONCRETE
BUILDINGS
GRADING NOTES
1. ALL ELEVATIONS SHOWN ARE IN REFERENCE TO THE
BENCHMARK AND MUST BE VERIFIED BY THE GENERAL
CONTRACTOR.ALL SPOT ELEVATIONS ARE TO THE FINISHED
GRADE OF THE CURB, UNLESS OTHERWISE NOTED.
2. ALL SIDEWALKS AND PEDESTRIAN WALKING SURFACES
SHALL HAVE A CROSS SLOPE NO STEEPER THAN 2% AND
LONGITUDINAL SLOPE NO STEEPER THAN 5%.
3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL
LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE
WITH THE APPROVED EROSION AND SEDIMENTATION
CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND
MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY
DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS.
4. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE
PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL,
AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL
BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND
HAS BEEN COMPLETED
5. PROTECTIVE MEASURES SHALL BE TAKEN BY THE
CONTRACTOR AND THE OWNER TO PROTECT ADJACENT
PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING
OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR
THE UNDERGROUND UTILITY PIPES, CONDUITS, OR
STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN
6. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY
THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE
AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE
PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE
TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS
OPERATION.
7. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH
DURING AND AFTER GRADING BY THE CONTRACTOR TO
DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST. IF IT
IS DETERMINED THAT THERE IS A SLOPE STABILITY
PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED.
8. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT
SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED
BY SILT FENCE.
9. APPROVED COPIES OF THE GRADING AND EROSION CONTROL
PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS
IN PROGRESS.
10. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE
SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN
TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO
HANDLE THE STORM WATER ARE CONSTRUCTED. THE
CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE
DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS.
11. ANY DEVIATION FROM THE APPROVED GRADING PLAN
SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR
TO IMPLEMENTATION OF THE CHANGE.
12. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR
MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75
TEMPORARY EROSION CONTROL BLANKET OR EQUAL
SUBSTITUTE.
GROUND STABILIZATION CHART
SITE AREA
STABILIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER DIKES,
SWALES, DITHCES
7 DAYS
NONE
AND SLOPES
HIGH QUALITY
WATER (HQW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2: 1,
14 DAYS ARE ALLOWED
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN 50 FEET
IN LENGTH
NONE
ALL OTHER AREAS
(EXCEPT FOR
WITH SLOPES FLATTER
14 DAYS
PERIMETERS AND
THAN 4:1
HQW ZONES)
NCDOT
DISK
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NCDOT
DISK I
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NCDOT
DISK I
NCDOT
DISK
NCDOT
DISK
NCDOT
DISK
NCDOT F
NCDOT DISK
DISK
NCDOT
DISK
1
1
I
1
1
I
1
1
I
1
1
I
1
1
I
1
1
I
1
1
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DISK
NCDOT
DISK NCDOT
DISK
NCDOT •
DISK NCDOT
DISK
. EPK
II
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II
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ENTRANCE NOT
TO BE USED AS
CONSTRUCTION
ENTRANCE
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I INLET
I PROTECTION
(TYP)
I II
I � I
72.00 LF @ 1.39%
15' CLASS IV RCP
TEMPORARY
CONSTRUCTION
ENTRANCE
I
I I
I
I EPP
INV
157.501
II
I I
PP 1
CONSTRUCTION SEQUENCE
1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND
HOLD PRE CONSTRUCTION CONFERENCE.
2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY SILT
FENCE, AND DIVERSION BERMS WHERE SPECIFIED.
3. CONSTRUCT TEMPORARY SKIMMER BASIN.
4. CLEAR AND GRUB THE SITE AS NEEDED.
5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING
TO AREAS TO REMAIN GRASSED.
6. INSTALL UTILITIES.
7. INSTALL INLET PROTECTION ON ALL NEW STORM WATER
INLETS.
8. PERFORM FINE GRADING.
9. INSTALL AND PREPARE BASE COURSE.
10. PAVE ROADWAYS AND PARKING LOTS.
11. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED
AREAS.
12. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO
REMOVE ALL TEMPORARY MEASURES.
13. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED
AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND
ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL.
L76,
161,b2
EPK \
\EPK X \
EPKX-� X-
NOTIFICATION OF COMBINED SELF -MONITORING AND
SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN
2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH
PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING
FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS
AND NPDES SELF -MONITORING REPORTS, DWQ AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION
PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING
PROGRAM OF THE NPDES STORMWATER PERMIT FOR
CONSTRUCTION ACTIVITIES. THE FOCUS OF THE
SELF -INSPECTION REPORT IS THE INSTALLATION AND
MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL
MEASURES ACCORDING TO THE APPROVED PLAN. THE
INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF
THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND
COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM,
PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910)
433-3300.
TB M
4D DISK #1
X N 546,978.708
X E 2,110,999.480
EPK X ELEV 156.51
EROSION CONTROL NOTES
1. ALL INLET/OUTLET PROTECTION WILL BE CHECKED FOR
MAINTENANCE AND FAILURE EACH ACTIVE DAY ON SITE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT TRAP
AND INLET PROTECTION DEVICES WHEN THE STORAGE
CAPACITY HAS BEEN APPROXIMATELY 50% FILLED. GRAVEL
WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL
NO LONGER DRAINS PROPERLY. SEDIMENT WILL BE
REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT
FENCE WILL BE REPAIRED AS NEEDED TO MAINTAIN A
PROPER BARRIER.
2. TEMPORARY EROSION CONTROL FACILITIES AND/OR
PERMANENT FACILITIES INTENDED TO CONTROL EROSION OF
AND EARTH DISTURBANCE OPERATION SHALL BE INSTALLED
BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE
OR AT THE EARLIEST POSSIBLE POINT DURING
CONSTRUCTION.
3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES
SHALL BE CONSTRUCTED PER THE DETAILS HEREIN, OR
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE NORTH
CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND
DESIGN MANUAL.
4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ
OFFICE A MINIMUM OF 48 HOURS PRIOR TO BEGINNING ANY
LAND DISTURBING ACTIVITIES. 910-433-3300
5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR
OTHERWISE DEPOSITED ONTO PUBLIC AND PRIVATE
PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS
WHEN TRACKING OCCURS.
6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25)
FEET FROM ANY PUBLIC OR PRIVATE ROADWAY OR
DRAINAGE CHANNEL. IF REMAINING FOR MORE THAN SEVEN
DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER,
TARPS, OR OTHER MEANS. CONTROL EROSION FROM ALL
STOCKPILES BY PLACING SILT BARRIERS AROUND THE PILES.
TEMPORARY STOCKPILES LOCATED ON PAVED SURFACES
MUST BE NO LESS THAN FIVE FEET FROM THE
DRAINAGE/GUTTER LINE AND SHALL BE COVERED IF LEFT
MORE THAN 24 HOURS.
7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT
CONTROL DEVICES IN PLACE UNTIL THE CONTRIBUTING
DRAINAGE AREA HAS BEEN STABILIZED. INSPECT
TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ON
A DAILY BASIS AND REPLACE DETERIORATED, DAMAGED, OR
ROTTED EROSION CONTROL DEVICES IMMEDIATELY
AGAINST EROSION DUE TO RAIN, WIND AND RUNNING WATER
WITHIN 14 DAYS. USE SEEDING AND MULCHING, EROSION
CONTROL MATTING, AND/OR SODDING AND STAKING IN
GREEN SPACE AREAS AND OTHERWISE APPROPRIATE
MEASURES. USE EARLY APPLICATION OF GRAVEL BASE ON
AREAS TO BE PAVED.
9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL
DEVICES AFTER THE PROTECTED AREA HAS UNDERGONE
FINAL STABILIZATION AND PERMANENT VEGETATION HAS
BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ
APPROVE THE ACTION PRIOR TO REMOVAL.
10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED
CONCURRENTLY WITH THE INITIATION OF CONSTRUCTION
ACTIVITY.
11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL
TAKE PRECEDENCE OVER ALL OTHER CONSTRUCTION
ACTIVITIES.
12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE
ACTIONS AND PERFORMANCE OF ANY OTHER PARTIES
PERFORMING WORK ON THIS PROJECT.
13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE
CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY
RUNOFF -PRODUCING RAINFALL BUT 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 SHALL BE NO GREATER THAN THE
ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR
OTHER ADEQUATE EROSION CONTROL DEVICES OR
STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL,
WITHIN 7 OR 14 CALENDAR DAYS OF COMPLETION OF ANY
PHASE OF GRADING, BE PLANTED OR OTHERWISE PROVIDED
WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES
OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.
PURSUANT TO G.S. 113A-57(3), PROVISIONS FOR
PERMANENT GROUND COVER SUFFICIENT TO RETAIN EROSION
MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN
14 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION
DEVELOPMENT.
15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION
CONTROL MEASURES SHOWN AND ANY ADDITIONAL
MEASURES REQUIRED TO CONTROL THE SEDIMENT DURING
THE COURSE OF CONSTRUCTION.
16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS
NECESSARY, AND MULCHED ACCORDING TO THE DETAILS
HEREIN
I X NC GRID NAD 83 8, TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT
BLDG 0ZL AREAS WHICH HAVE BEEN FINISH GRADED, AND ALL ARISE ON SITE IS KENT CARPENTER. CONTACT
FFE COP -4. - _ EPK NAVD 88
162.o1 ECM _ _ _ DENUDED AREAS IN WHICH GRADING OR SITE BUILDING 865-968-8985.
157 - --6., � 000 CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY
NCDOT
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0 15 87 D0� \ \ LOC � \ DISK
158.54 307 \ LO / II 0 NCDOT
ISK
158P44 \D07 \ 158 C\ LOC� 154.16 T54.96 NCDO
V 001 h� \ ISK r `
0 DO7 \D0 \ L0C\ 154.77 154.76 o NTOOT �\
< 7 LOCo LOC SK
0C' \00� \ \ LOC pG 15188LOC
7.14 DO NOT DO 159 �- �- I 1�.59 /
I \
�' �'� \ LO DISTURB \DOS 156.87 155.22 0 ` o o /' \ `
C\ CO \� V 153.93 r J n `
CONSTRUCTION LOC 158 00154.18 n
157.48 \LOG\ L \ 154.0 L /I
(4.5 AC) /\DI 0C 155.8 5 / / r
U /Ov �r \ ` LO � 15 O / G p
j Yf ` /r
� SF V L C \DI \ C\ L 156 44 �' 0 n
I
INV 1 OC LOT
iODI 157.47
�2
6 1 8.6
00
i
i
T58.6 157.:
�.� EI IL
cNV1I56.80-^Go0
nviv
RIP RAP DISSIPATER
ENL (�HL=7.5' W=3.75'/8.8'
Dw--8" DYA,r12"
1 CLASS B 18" THICK
®I
O
157.4 L C \DI VC 156.46 154.01 155P.70
LOC
\ C 15 _T7 LOC 156. 3 /
I p `` 157.19 LOC
DI1� LOC LOC L[�C 15a
/ \
157.15 C\D/� \ 15, 156.55 156.43
�C\DI '157.1 I 153.57 /o o CO)
/
/l �C\ (�57.1 p �0
GTEMPORARYC p�C D�C p I-V p F p 156.56 I RIP RAP DISSIPATER
DO NOT FOCOC FOC_DI 153.29 r/ L=3' W=1 /3' �-
DISTURB DIVERSION BERM
� F�
153.17
OPT TEMPORARY D�=8" DYA1�12" f
i
TYP
� ( ) SILT FENCE z..:.:..:::.::.:
/G OPL °p<OC-DI [� \ O �� CLASS B 18" THICK
FF
' ;::::;::'...;::. N/F
......
MAGDALENE BENNETT WOOD
L C i DB 11 E, PG 544
0164 - - - OPL - - - OPL - - -SF0 -..... i LOC8„�. DB 1591, PG 49
- OP - - ` F C�
_ - C SLOC�`2j� rERB / PB 9, PG 60
- OPL -0 N89°02'47"E
--- - - L n I "1 -20.01'
S15°54'11 "E 888.36'
2 1
N/F
SHAUN W. SEWELL & WIFE,
CANDACE SEWELL
DB 3644, PG 258
PC-F, SLIDE 765A
Know what's below.
Call before you dig.
TEMPORARY SKIMMER BASIN #1
L=80', W=45', D=3'
SIDE SLOPES= 2:1
TOP OF BASIN: 154.00'
BOTTOM OF BASIN: 151.00'
10' EMERGENCY SPILLWAY: 153.00'
INVERT OF SKIMMER: 151.00'
SIDE SLOPES OF BASIN ARE TO
BE SEEDED WITHIN SEVEN DAYS.
"ATTACH A 1.5" FAIRCLOTH SKIMMER (OR EQUAL)
WITH 1.5" ORIFICE FOR DEWATERING THE
SEDIMENT BASIN DURING CONSTRUCTION.
Nc GRID
NAD 83 r2p7jJ
50
GRAPHIC SCALE
0 25 50 100
( IN FEET )
I inch = 50 ft.
200
■
sl e
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, INC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
GRADING AND
EROSION
CONTROL PLAN
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
HORIZONTAL: 1 "=50'
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 72 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED
C-3mO

1
FINISH GRADE
/_ S9.5B
COMPACTED
SUBGRADE
CARRY BASE COURSE 6"
BEYOND SURFACE COURSE
AT LOCATIONS WITHOUT
CURB AND GUTTER
ASPHALT PAVEMENT
SUBGRADE
GRAVEL DRIVE
6" COMPACTED
ABC
NTS
I
COMPACTED
C
NTS
ACCESSIBLE PARKING REQUIREMENTS
TOTAL PARKING SPACES
MINIMUM NUMBER
MINIMUM NUMBER OF
PROVIDED
OF ACCESSIBLE SPACES
ACCESSIBLE SPACES REQUIRED
SPACES REQUIRED
TO BE VAN ACCESSIBLE
1 TO 25
1
1
26 TO 50
2
1
51 TO 75
3
1
76 TO 100
4
1
101 TO 150
5
1
151 TO 200
6
1
201 TO 300
7
1
301 TO 400
8
1
401 TO 500
9
2
501 TO 1000
2% OF TOTAL
1 IN EVERY 8
ACCESSIBLE SPACES
1001 AND OVER
20 PLUS 1 FOR
1 IN EVERY 8
EACH 100 OVER 1000
ACCESSIBLE SPACES
SECTION 4.1.2 (5) OF THE AMERICANS WITH DISABILITIES ACT (ADA).
SEE 4.1,2,(5) (d) FOR MEDICAL CARE FACILITIES
NOTES:
1. ALL 12"x18" ACCESSIBLE SIGNS (R7-8 & R7-1)
SHALL BE MOUNTED AT 7 FEET FROM GRADE
TO BOTTOM EDGE OF SIGN FACE (MUTCD).
MOUNTING HEIGHT CAN BE REDUCED TO
5 FEET IF PLACED IN AN AREA BETWEEN
SIDEWALK AND BUILDING FACE IN WHICH
PEDESTRIANS ARE NOT EXPECTED TO USE.
2. REFER TO MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, (MUTCD)
U.S. DEPARTMENT OF TRANSPORTATION AND NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION SUPPLEMENT.
3. IF ACCESSIBLE ROUTE IS A RAISED SIDEWALK AREA, THEN
RAMPS ARE REQUIRED AT LOADING ZONE AREA
4. ALL DIMENSIONS, PAVEMENT MARKINGS AND SIGNAGE SHALL COMPLY
WITH CURRENT ADA REQUIREMENTS.
RESERVED RESERVED
PARKING �0 PARKING MUTCD PARKING
MUTCD R7-1
R7-8 12"xl8"
^ 12"xl8" DISABLED MUTCD
R7-8
PASSENGER 12"x18"
LOADING
ONLY
V A N R7-8a R7-8D
ACCESSIBLE 12"x6" REQUIRED ACCESSIBLE MAXIMIUM 12"x9"
RESERVED PARKING SIGN PENALTY
$ 250
MAXIMIUM
PENALTY R7-81)
$ 2sD 12"xs"
ACCESSIBLE ROUTE
0 © © © © (SEE NOTE 3)
8" 8" 8" 8" 5" 8
VAN
ACCESSIBLE (MINIMUM DIMENSIONS)
SPACE
ONE OUT OF EVERY EIGHT (8) ACCESSIBLE SPACES, BUT
NOT LESS THAN ONE, IS REQUIRED TO BE VAN ACCESSIBLE.
PARKING SPACE PAVEMENT MARKINGS
2 HANDICAP SIGNAGE AND PAVEMENT MARKINGS
NTS
3
NOTES:
1. REMOVE ALL TREATED OR PLASTIC
BURLAP FROM PLANT BALL.
2. INSTALL TOP OF PLANT BALL UP T(
3"-4" ABOVE EXISTING GRADE.
3. SOAK PLANT BALL AND PIT IMMEDIA
AFTER INSTALLATION.
4. REMOVE ALL STRING OR WIRE FROfv
BASE OF TREE
5. KEEP MULCH 2" AWAY FROM TREE
TRUNK BASE.
FINISHED G
" SAUCER l
—MINIMUM LIMIT OF MULCH
TOPSOIL REMOVED FROM HOLE
TREE PLANTING
=R OF MULCH
CER BERM TO
WATER.
TOP 1/3 OF
FROM BALL
REMOVED FROM HOLE
IRBED GROUND
UNDER BALL TO MINIMIZE
SETTLEMENT
NTS
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
§���'(N 11CARp Zz//i
.•••• ••.
•4 SEA
• 027
O
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
SITE DETAILS
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
C-400

DESIGN CRITERIA
AGGREGATE SIZE - USE 2-3 INCH WASHED STONE
DIMENSION OF GRAVEL PAD
GRAVEL ENTRANCE SHALL BE 50 FEET THICKNESS -6 INCHES MINIMUM
IN LENGTH AND 12 FEET IN WIDTH
WITH 20 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" W-0" AREA, WHICHEVER IS GREATER
6"� LENGTH- 50 FT. MINIMUM.
1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT
STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING
LOCATION - LOCATE CONSTRUCTION ENTRANCES AND
BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
q 1111111 Ii EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH STABILIZATION IS ACHIEVED.
AND PROVIDE FOR MAXIMUM UTILITY BY ALL
FILTER FABRIC CONSTT RUCTION VEHICLES. AVOID STEEP GRADES
CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK.
2-3" WASHED STONE AND ENTRANCES AT CURVES IN PUBLIC ROADS.
8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE
CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL
SEEDING SPECIFICATIONS
2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND
GRAVEL CONSTRUCTION ENTRANCE CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS
ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE STABILIZED.
REQUIRED FOR STAGING AND/OR BORROW AREAS AND
WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING
MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING)
SEEDING MIXTURES:
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED
CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL
SEEDING MIXTURE:
INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO
CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL
ACCEPTANCE.
SPECIES RATE (LB./ACRE)
SPECIES RATE (LBS.IACRE)
3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES RECEIVING OUTLET.
ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE.
Q
RYE (GRAIN) 120
TALL FESCUE 80
10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL
Q,OP
/
ANNUAL KOBE LESPEDEZA 50
PENSACOLA BAHIAGRASS 50
4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT.
��j MAINTENANCE
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE.
SERICEA LESPEDEZA 30
PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE
JQj�
KOBE LESPEDEZA 10
EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE
Q MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR
SEEDING DATES:
5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS MADE IMMEDIATELY.
SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY
JAN UARY 1 -MAY 1
SEEDING NOTES:
OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT
so,m/n REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH
1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED.
LIMITED TO OFF -SITE BORROW OR WASTE AREAS STAGING OR 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE
STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT
RAINFALL INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND
CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL
SOIL AMENDMENTS:
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE.
A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE
OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO
/
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE.
REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED.
PUBLIC ROADWAYS.
LB./ACRE 10-10-10 FERTILIZER.
CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NURSE PLANTS:
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE
MULCH:
BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN).
COPY OF THE AMENDED PERMIT. ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR
SEEDING DATES:
ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND
AGGREGATE
MAINTENANCE:
BEST POSSIBLE
EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN
N
6" MIN. THICKNESS
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30
OR THE ENGINEER. 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED
EROSION OR OTHER DAMAGE.
FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31
IMMEDIATELY.
2-3" COURSE
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER)
SOIL AMENDMENTS:
SEEDING MIXTURE:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL
SPECIES RATE (LB./ACRE)
LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER.
NTS
GERMAN MILLET 40
MULCH:
APPLY 4,000 LB./ACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY
A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE.
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.
3 GENERAL EROSION AND SEDIMENT CONTROL NOTES
4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SEEDING DATES:
MAY 1 - AUGUST 15
MAINTENANCE:
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR
DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES:
SOIL AMENDMENTS:
TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE.
Aa" x 8" THE BorroM of THE FENCE a° wro THE
MAXIMUM 6' Q.C. AND G THE LINE
TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750
RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY.
POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM of 32INCHES IN WIDTH AND
LB./ACRE 10-10-10 FERTILIZER.
TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING.
MULCH:
NATURAL GROUND
MAX. SLOPE (TYP)
MIN . 10 GA. WIRE
2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND
STEEL POSTS STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE
STAPLES 1-112" LONG. FABRIC THAT DETERIORATES TO SUCH
SEEDING SPECIFICATIONS
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
SEEDING MIXTURE:
MIN. 12-1/2 GA
EXTENT THAT ITS EFFECTIVENESS IS REDUCED SHALL BE
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
LINE WIRES REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE.
MIN.12-1/2 GA.
MAINTENANCE:
SPECIES RATE (LB./ACRE)
3. STEEL POSTS SHALL BE A MIN. OF T HEIGHT AND SHALL BE
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING
COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FTC)
2,6 2.5
THE SELF FASTENER ANGLE STEEL TYPE.
EROSION OR OTHER DAMAGE.
IN. �1 1 /
4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK
AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY
SEEDING DATES:
NATURAL GROUND ? /
REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF
COASTAL PLAIN: APR. - JULY
2.S /
THE DEVICE SHALL BE MADE IMMEDIATELY.
TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL)
1� no
5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO
SEEDING MIXTURE:
% PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE
SPECIES RATE (LB./ACRE)
SOIL AMENDMENTS:
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE
j
PRESSURE ON THE FENCE AS NEEDED.
AND 500 LB./ACRE 10-10-10 FERTILIZER.
'STEP 1 STEP 2
5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE
RYE (GRAIN) 120
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR
MULCH:
ATTACH THE FILTER FABRIC TO THE WIRE FENCE, BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE
EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
SEEDING DATES:
USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF
COMPACTED SOIL
CONTRIBUTING DRAINAGE AREA IS STABLE.
TRENCH AND TURNED OUT4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
AUGUST 15 - DECEMBER 30
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
*** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT
SOIL AMENDMENTS:
LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP.
SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6",
POSTS MAX 8' O.C.
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND
ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME.
WIRE FENCE "HOG WIRE'
1,000 LB./ACRE 10-10-10 FERTILIZER.
MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG
TEMPORARY DIVERSION KEY NOTES:
A FILTER FABRIC
DRAINAGE DEVICES.::::...:::
MULCH:
::?:::::..>..
;:: ..::::<.::.:.,�:.:::::....... .:.......
���:� .�.; ;:.:;; ¢ #9 WIRE STAPLES 1-1/2" LONG
APPLY 4,000 LB./ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL.
MAINTENANCE::.,...::.:.:;
1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS.
2. COMPACT THE SIDE SLOPES PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES.
•:. "`fis;;r�:::t:::>:. - >:::: ?'";;::: <.,: ;::##::: ;:a :+�.:.::::::::. ::>::.
.::::: 1.>:<:..;i`:'.:.::.::.::::.::.:.::::::. BOTTOM of WIRE FENCE AND
..:....:.>...:: y ..:..
�::" :��>:�::;�.;::...��::.>:. x .. .>.:.:::::::.:::.:..: EE: ::E;
�:.:s:::�::: """''+ii:'::::
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY.
3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE
�.:::. ...: �.> .:....:.. FILTER FABRIC BURIED 8" IN
""" "
""�� ::�;..: ��.�..�::.::-.:;:tt:: ���:�:��:>`?.^-:x:��: '�"'��:. �::;:::::<:::':� :::.::>����..���:: ��::.. � EXCAVATED TRENCH &TURNED
`:?£tiEi:..
REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN.
FOR LE THAN DAY
O SS 30 S.
� "`�i: _ OUT 4" IN THE TRENCH
MAINTENANCE:
SLOW
REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LB./ACRE OF NITROGEN IN MARCH. IF
IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LB./ACRE KOBE LESPEDEZA
�,�24"
IN LATE OR EARLY MARCH.
j STEEL POST DRIVEN
INTO GROUND
MAINTENANCE:
a
STEP 3 STEP 4 SECTION A -A
MAINTENANCE
INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE
SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS
1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
AND MAKE TIMELY REPAIRS AS NEEDED.
2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY.
3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE
NTS
PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT.
NTS
4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER
THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL.
1 TEMPORARY SEEDING SPECIFICATIONS
2 PERMANENT SEEDING SPECIFICATIONS
5 TEMPORARY DIVERSION BERM
E SILT FENCE
PLAN VIEW
NOTES:
MAINTENANCE
1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL
PIPE OUTLET TO 1. INSPECT THE OUTLET PROTECTION
WELL-DEFINED CHANNEL
DRIVE POSTS 24" INTO THE GROUND
ATTACH WIRE FENCE TO POSTS AND EXTEND
2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN.
\`
AFTER EACH RAINFALL BUT IN NO
MAXIMUM 4' O.C. AND EXCAVATE A 4" X 8"
THE BOTTOM OF THE FENCE 8" INTO THE
BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN.
CASE LESS THAN ONCE PER WEEK.
TRENCH UPHILL ALONG THE LINE OF
EXCAVATED TRENCH AND TURNED OUT 4" IN
_ H
A A ANY STONES THAT THAT HAVE BEEN
POSTS.
THE TRENCH. SUPPORT WIRE OR
3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE
W
'� i DISLODGED SHOULD BE REPLACED
ROPE
ACCROSS THE BASIN OR TRAP.
INFLOW
AND ANY EROSION AROUND THE
STEEL POST
STRUCTURE - a
OUTLET SHOULD BE REPAIRED.
STEEL POSTS
4. POSTS FOR THE BAFFLES SHALL BE 4' OC. EARTH BERM �QV
w
%
MAINTENANCE
i
1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN
OI
NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH
!t>
RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. BOTTOM ANCHORED WITH STAPLES
PLAN
2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE
MMER
SKIMMER
SKI
GRAVEL OR FABRIC
REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE
--- DEW G
BAFFLES WHEN THE SEDIMENT IS REMOVED.
DEVICE EMERGENCY
ON SINGE
L
3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE 5
SPILLWAY
CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN
MIN 8"
NCDENR REPRESENTATIVE. THE ACTION WILL BE
APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS INLET ZONE
STEP 1
STEP 2
STABLE. 35% OF SURFACE AREA
TTT _
I_�
D
ATTACH THE JUTE NETTING OR OTHER FABRIC
APPROVED BY THE ENGINEER TO THE STAY WIRE
4. PLACEMENT OF BAFFLES:
INLET ZONE- 35 % OF LENGTH FROM ENTRY POINT
FIRST CELL - 25 % OF LENGTH FROM INLET ZONE FIRST CHAMBER
BACKFILL THE TRENCH AND COMPACT THE SOIL
FIRMLY TO ANCHOR THE BOTTOM OF THE SILT
BAFFLES EMBANKMENT
I I I I I J
AND POSTS, EXTEND THE BOTTOM OF THE FABRIC
FENCE. BURIED FABRIC SHALL NOT BE VISIBLE.
SECOND CELL- 25 % OF LENGTH FROM FIRST CELL 25% OF SURFACE AREA
INFLOW 1' FREEBOARD
-JJ TAT
8" INTO THE TRENCH AND TURNED OUT 4" IN THE
THE TOP OF THE FABRIC SHALL BE 6" HIGHER
OUTLET ZONE - 15 % OF LENGTH FROM SECOND CELL
Sf
TRUUCTURE BAFFLES
III -III I II I I
TRENCH OR USE 8" EROSION CONTROL MATTING
STAPLES.
THAN THE WEIR.
25� OF SURFACE AREA
I -I FILTER LAYER
GRAVEL OR FABRIC
Posrs Max 4' o.c.
OUTLET ZONE
TOP STAY WIRE OR ROPE 15% OF SURFACE AREA
6" MIN. INVE T ELEVATION OF
SECTION A -A
a
_ JUTE NETTING OR EQUIVILENT
DEWATERING EMERGENCY SPILLWAY
x OF FABRIC BURIED 8"
ZONE EMERGENCY
NOTES
< IN EXCAVATED TRENCH &
SPILLWAY
1. LA IS THE LENGTH OF THE RIPRAP 3. IN AWELL-DEFINED CHANNEL EXTEND
FBOTTOM
F TURNED OUT4" IN THE PERSPECTIVE VIEW
(D TRENCH, OR PINNED WITH 8"
FILTER FABRIC/ STONE BEDDING
APRON.(SEE EC PLAN) THE APRON THE REQUIRED 4' WIDTH
= EROSION CONTROL MATTING
OR UP TO THE TOP OF THE CHANNEL
STAPLES.
2. D = 1.5 TIMES THE MAXIMUM BANKS, WHICHEVER IS LESS.
_FLOW
SEDIMENT
STONE DIAMETER BUT NOT LESS
1�_V
STORAGE ZONE
THAN 6". 4. A FILTER FABRIC OR BLANKET SHOULD BE
INSTALLED BETWEEN THE RIPRAP
STEEL POST DRIVEN
CROSS-SECTION VIEW
AND SOIL FOUNDATION.
24"INTO GROUND
CONSTRUCTION SPECIFICATIONS
A
STEP 3
STEP 4
SECTION A -A
1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO
REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL.
NTS
NTS
PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED.
2. ENSURE THAT FILL MATERIAL FOR THE EMBANKMENT IS FREE OF ROOTS, INLET
WOOD VEGETATION, ORGANIC MATTER AND OTHER OBJECTIONABLE MATERIAL.
PLACE THE FILL LIFTS NOT TO EXCEED 9 INCHES AND MACHINE COMPACT IT. PVC VENT PIPE
Q
8 TYPICAL RIP RAP APRON
9 POROUS BAFFLES
OVER FILL THE EMBANKMENT
BANKMENT 6 INCHES TO ALLOW FOR SETTLEMENT.
3. SHAPE THE BASIN TO THE SPECIFIED DIMENSIONS. PREVENT THE SKIMMING
DEVICE FROM SETTLING INTO THE MUD BY EXCAVATING A SHALLOW PIT UNDER
THE SKIMMER OR PROVIDING A LOW SUPPORT UNDER THE SKIMMER OF STONE
OR TIMBER.
4. PLACE THE BARREL ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL.
PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS AND
Ol / LASS 1 RIP RAP
COMPACT IT UNDER AND THE PIPE TO AT LEAST THE SAME DENSITY AS
(SEE SECTION THRU BASIN BELOW)
PD LACE A MINIMUM OF 2 FEET OF COMPACTED ooOpQO
THE ADJACENT EMBANKMENT.
BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION
EQUIPMENT.
\\\\\\
/
FLEXIBLE HOSE
5. ASSEMBLE THE SKIMMER FOLLOWING THE MANUFACTURER'S INSTRUCTIONS.
\ \\\ LASS 1 RIP RAP HEADWALL
6. LAY THE ASSEMBLED SKIMMER ON THE BOTTOM OF THE BASIN WITH THE
5
FLEXIBLE JOINT AT THE INLET OF THE BARREL PIPE. ATTACHED THE FLEXIBLE
JOINT TO THE BARREL PIPE AND POSITION THE SKIMMER OVER THE EXCAVATED
PIT. ATTACH A ROPE TO THE SKIMMER AND ANCHOR IT TO THE SIDE OF THE
BASIN. SCH 40 PVC "SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC.\\�
PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER.
#57 WASHED STONE
/ I \ \\ 1' THICK X THIGH MIN.
/
7. INSTALL THE SPILLWAY IN UNDISTURBED SOIL TO THE GREATEST EXTEND
POSSIBLE. THE SPILLWAY SHOULD BE LINED WITH LAMINATED PLASTIC OR SKIMMER
SEDIMENT STORAGE AREA
IMPERMEABLE GEOTEXTILE FABRIC. THE FABRIC MUST BE WIDE AND LONG
ENOUGH TO COVER THE BOTTOM AND SIDES AND EXTEND ONTO THE TOP OF
PERSPECTIVE VIEW
THE DAM FOR ANCHORING IN A TRENCH. THE EDGES MAY BE SECURED WITH 8
NOT TO SCALE
INCH STAPLES. 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. IF MULTIPLE SECTIONS AREA REQUIRED, THE UPPER SECTION
FL
STORAGE NATURAL GROUND
SHOULD OVERLAP THE LOWER SECTION SO THAT WATER CANNOT FLOW UNDER
ZONE 1' 2' RIP RAP HEADWALL
THE FABRIC. MAINTENANCE
__1ICI
8. DISCHARGE WATER INTO THE BASIN TO PREVENT EROSION. USE TEMPORARY INSPECT SKIMMER SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF
SEDIMENT 1 --1'
STORAGE 1.5'�
SLOPE DRAINS OR DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL
FLOW
LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE BASIN TRAP DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE HEIGHT
FLOLV-� 1.5---PIPE INVERT
EFFICIENCY. OF THE FIRST BAFFLE. EXCAVATE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE
57 FILTER FABRIC
VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE
9. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. SKIMMER. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT
WASHED CLASS 1 RIP -RAP
MAX. SEDIMENT DEPT CONSTRUCTION SPECIFICATIONS:
STONE
DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE CONTROLS.
(CLEAN OUT POINT)
EMBANKMENT BEFORE THE AREA IS CLEARED.
1. CLEAR THE AREA OF ALL DEBRIS.
REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER
2. INSTALL THE CLASS B OR CLASS I RIPRAP IN A SEMI -CIRCLE AROUND
SECTION THRU BASIN, FILTER, & CULVERT PIPE
10. INSTALL POROUS BAFFLES AS SPECIFIED. IS FLOWING UNDERNEATH OR AROUND THEM.
THE PIPE INLET.
NOT TO SCALE
3. A 1 FOOT THICK LAYER OF NCDOT 45 OR 457 STONE SHOULD BE
11. AFTER ALL SEDIMENT PRODUCING AREAS HAVE BEEN STABILIZED, REMOVE UNCLOGGED THE SKIMMER AS NEEDED. CHECK TO MAKE SURE ORIFICE INSIDE OF
MAINTENANCE: PLACED ON THE OUTSIDE SLOPE OF THE RIPRAP.
THE STRUCTURE AND ALL THE UNSTABLE SEDIMENT. SMOOTH THE AREA TO THE SKIMMER IS NOT CLOGGED; IF SO, REMOVE THE DEBRIS. IF SKIMMER ARM OR
4. SEDIMENT STORAGE AREA SHOULD BE EXCAVATED AROUND THE
BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY. BARREL IS CLOGGED, REMOVE THE ORIFICE AND CLEAR THE DEBRIS.
INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER OUTSIDE OF THE STONE HORSESHOE 18" BELOW NATURAL GRADE.
EACH SIGNIFICANT (1 /2" OR GREATER) RAINFALL EVENT AND REPAIR 5. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED, FILL
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED
IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT DEPRESSION AND ESTABLISH FINAL GRADING ELEVATIONS, COMPACT,
REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK
STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS AND STABILIZE WITH GROUND COVER.
THE EMBANKMENT, SPILLWAYS AND OUTLET FOR EROSION DAMAGE. MAKE ALL
ACCUMULATED TO 1/2 THE DESIGN DEPTH OF THE TRAP. PLACE THE
NECESSARY REPAIRS IMMEDIATELY. REMOVE TRASH AND DEBRIS FROM THE
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND
SKIMMER AND POOL AREAS.
REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING.
NTSTHE
CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM
STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. NTS
7 TEMPORARY SKIMMER BASIN
10 ROCK PIPE INLET PROTECTION
4 4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1 910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
EROSION
CONTROL
DETAILS
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
C-401

GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH
THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction
activity being considered compliant with the Ground Stabilization and Materials Handling
sections of the NCG01 Construction General Permit (Sections E and F, respectively). The
permittee shall comply with the Erosion and Sediment Control plan approved by the
delegated authority having jurisdiction. All details and specifications shown on this sheet
may not apply depending on site conditions and the delegated authority having jurisdiction.
SECTION E: GROUND STABILIZATION
Required Ground Stabilization Timeframes
Stabilize within this
Site Area Description
many calendar
Timeframe variations
days after ceasing
land disturbance
(a) Perimeter dikes,
swales, ditches, and
7
None
perimeter slopes
(b) High Quality Water
7
None
(HQW) Zones
(c) Slopes steeper than
If slopes are 10' or less in length and are
3:1
7
not steeper than 2:1, 14 days are
allowed
-7 days for slopes greater than 50' in
length and with slopes steeper than 4:1
-7 days for perimeter dikes, swales,
(d) Slopes 3:1 to 4:1
14
ditches, perimeter slopes and HQW
Zones
-10 days for Falls Lake Watershed
-7 days for perimeter dikes, swales,
(e) Areas with slopes
ditches, perimeter slopes and HQW Zones
flatter than 4:1
14
-10 days for Falls Lake Watershed unless
there is zero slope
Note: After the permanent cessation of construction activities, any areas with temporary
ground stabilization shall be converted to permanent ground stabilization as soon as
practicable but in no case longer than 90 calendar days after the last land disturbing
activity. Temporary ground stabilization shall be maintained in a manner to render the
surface stable against accelerated erosion until permanent ground stabilization is achieved.
GROUND STABILIZATION SPECIFICATION
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the
techniques in the table below:
Temporary Stabilization
Permanent Stabilization
• Temporary grass seed covered with straw or
• Permanent grass seed covered with straw or
other mulches and tackifiers
other mulches and tackifiers
• Hydroseeding
• Geotextile fabrics such as permanent soil
• Rolled erosion control products with or
reinforcement matting
without temporary grass seed
• Hydroseeding
• Appropriately applied straw or other mulch
• Shrubs or other permanent plantings covered
• Plastic sheeting
with mulch
• Uniform and evenly distributed ground cover
sufficient to restrain erosion
• Structural methods such as concrete, asphalt or
retaining walls
• Rolled erosion control products with grass seed
POLYACRYLAMIDES (PAMS) AND FLOCCULANTS
1. Select flocculants that are appropriate for the soils being exposed during
construction, selecting from the NC DWR List of Approved PAMS/Flocculants.
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.
3. Apply flocculants at the concentrations specified in the NC DWR List of Approved
PAMS/Flocculants and in accordance with the manufacturer's instructions.
4. Provide ponding area for containment of treated Stormwater before discharging
offsite.
5. Store flocculants in leak -proof containers that are kept under storm -resistant cover
or surrounded by secondary containment structures.
EQUIPMENT AND VEHICLE MAINTENANCE
1. Maintain vehicles and equipment to prevent discharge of fluids.
2. Provide drip pans under any stored equipment.
3. Identify leaks and repair as soon as feasible, or remove leaking equipment from the
project.
4. Collect all spent fluids, store in separate containers and properly dispose as
hazardous waste (recycle when possible).
5. Remove leaking vehicles and construction equipment from service until the problem
has been corrected.
6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products
to a recycling or disposal center that handles these materials.
LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE
1. Never bury or burn waste. Place litter and debris in approved waste containers.
2. Provide a sufficient number and size of waste containers (e.g dumpster, trash
receptacle) on site to contain construction and domestic wastes.
3. Locate waste containers at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
4. Locate waste containers on areas that do not receive substantial amounts of runoff
from upland areas and does not drain directly to a storm drain, stream or wetland.
5. Cover waste containers at the end of each workday and before storm events or
provide secondary containment. Repair or replace damaged waste containers.
6. Anchor all lightweight items in waste containers during times of high winds.
7. Empty waste containers as needed to prevent overflow. Clean up immediately if
containers overflow.
8. Dispose waste off -site at an approved disposal facility.
9. On business days, clean up and dispose of waste in designated waste containers.
PAINT AND OTHER LIQUID WASTE
1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.
2. Locate paint washouts at least 50 feet away from storm drain inlets and surface
waters unless no other alternatives are reasonably available.
3. Contain liquid wastes in a controlled area.
4. Containment must be labeled, sized and placed appropriately for the needs of site.
5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes from
construction sites.
PORTABLE TOILETS
1. Install portable toilets on level ground, at least 50 feet away from storm drains,
streams or wetlands unless there is no alternative reasonably available. If 50 foot
offset is not attainable, provide relocation of portable toilet behind silt fence or place
on a gravel pad and surround with sand bags.
2. Provide staking or anchoring of portable toilets during periods of high winds or in high
foot traffic areas.
3. Monitor portable toilets for leaking and properly dispose of any leaked material.
Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replace
with properly operating unit.
EARTHEN STOCKPILE MANAGEMENT
1. Show stockpile locations on plans. Locate earthen -material stockpile areas at least
50 feet away from storm drain inlets, sediment basins, perimeter sediment controls
and surface waters unless it can be shown no other alternatives are reasonably
available.
2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of
five feet from the toe of stockpile.
3. Provide stable stone access point when feasible.
4. Stabilize stockpile within the timeframes provided on this sheet and in accordance
with the approved plan and any additional requirements. Soil stabilization is defined
as vegetative, physical or chemical coverage techniques that will restrain accelerated
erosion on disturbed soils for temporary or permanent control needs.
�; ,,�" NORTH CAROLINA
5 : Environmental Quality
ONSITE CONCRETE WASHOUT
STRUCTURE WITH LINER
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BELOW GRADE WASHOUT STRUCTURE ABOVE GRADE WASHOUT STRUCTURE
CONCRETE WASHOUTS
1. Do not discharge concrete or cement slurry from the site.
2. Dispose of, or recycle settled, hardened concrete residue in accordance with local
and state solid waste regulations and at an approved facility.
3. Manage washout from mortar mixers in accordance with the above item and in
addition place the mixer and associated materials on impervious barrier and within
lot perimeter silt fence.
4. Install temporary concrete washouts per local requirements, where applicable. If an
alternate method or product is to be used, contact your approval authority for
review and approval. If local standard details are not available, use one of the two
types of temporary concrete washouts provided on this detail.
5. Do not use concrete washouts for dewatering or storing defective curb or sidewalk
sections. Stormwater accumulated within the washout may not be pumped into or
discharged to the storm drain system or receiving surface waters. Liquid waste must
be pumped out and removed from project.
6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it
can be shown that no other alternatives are reasonably available. At a minimum,
install protection of storm drain inlets) closest to the washout which could receive
spills or overflow.
7. Locate washouts in an easily accessible area, on level ground and install a stone
entrance pad in front of the washout. Additional controls may be required by the
approving authority.
8. Install at least one sign directing concrete trucks to the washout within the project
limits. Post signage on the washout itself to identify this location.
9. Remove leavings from the washout when at approximately 75% capacity to limit
overflow events. Replace the tarp, sand bags or other temporary structural
components when no longer functional. When utilizing alternative or proprietary
products, follow manufacturer's instructions.
10. At the completion of the concrete work, remove remaining leavings and dispose of
in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance
caused by removal of washout.
HERBICIDES, PESTICIDES AND RODENTICIDES
1. Store and apply herbicides, pesticides and rodenticides in accordance with label
restrictions.
2. Store herbicides, pesticides and rodenticides in their original containers with the
label, which lists directions for use, ingredients and first aid steps in case of
accidental poisoning.
3. Do not store herbicides, pesticides and rodenticides in areas where flooding is
possible or where they may spill or leak into wells, stormwater drains, ground water
or surface water. If a spill occurs, clean area immediately.
4. Do not stockpile these materials onsite.
HAZARDOUS AND TOXIC WASTE
1. Create designated hazardous waste collection areas on -site.
2. Place hazardous waste containers under cover or in secondary containment.
3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.
NCGO1 GROUND STABILIZATION AND MATERIALS HANDLING
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION A: SELF -INSPECTION
Self -inspections are required during normal business hours in accordance with the table
below. When adverse weather or site conditions would cause the safety of the inspection
personnel to be in jeopardy, the inspection may be delayed until the next business day on
which it is safe to perform the inspection. In addition, when a storm event of equal to or
greater than 1.0 inch occurs outside of normal business hours, the self -inspection shall be
performed upon the commencement of the next business day. Any time when inspections
were delayed shall be noted in the Inspection Record.
Frequency
Inspect
(during normal
Inspection records must include:
business hours)
(1) Rain gauge
Daily
Daily rainfall amounts.
maintained in
If no daily rain gauge observations are made during weekend or
good working
holiday periods, and no individual -day rainfall information is
order
available, record the cumulative rain measurement for those un-
attended days (and this will determine if a site inspection is
needed). Days on which no rainfall occurred shall be recorded as
"zero." The permittee may use another rain -monitoring device
approved bythe Division,
(2) E&SC
At least once per
1. Identification of the measures inspected,
Measures
7 calendar days
2. Date and time of the inspection,
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Indication of whether the measures were operating
event > 1.0 inch in
properly,
24 hours
5. Description of maintenance needs for the measure,
6. Description, evidence, and date of corrective actions taken.
(3) Stormwater
At least once per
1. Identification of the discharge outfalls inspected,
discharge
7 calendar days
2. Date and time ofthe inspection,
outfalls (SDOs)
and within 24
3. Name of the person performing the inspection,
hours of a rain
4. Evidence of indicators of stormwater pollution such as oil
event> 1.0 inch in
sheen, floating or suspended solids or discoloration,
24 hours
5. Indication of visible sediment leaving the site,
6. Description, evidence, and date of corrective actions taken.
(4) Perimeter of
At least once per
If visible sedimentation is found outside site limits, then a record
site
7 calendar days
of the following shall be made:
and within 24
1. Actions taken to clean up or stabilize the sediment that has left
hours of a rain
the site limits,
event> 1.0 inch in
2. Description, evidence, and date of corrective actions taken, and
24 hours
3. An explanation as to the actions taken to control future
releases.
(5) Streams or
At least once per
If the stream or wetland has increased visible sedimentation or a
wetlands onsite
7 calendar days
stream has visible increased turbidity from the construction
or offsite
and within 24
activity, then a record of the following shall be made:
(where
hours of a rain
1. Description, evidence and date of corrective actions taken, and
accessible)
event> 1.0 inch in
2. Records of the required reports to the appropriate Division
24 hours
Regional Office per Part III, Section C, Item (2)(a) of this permit
of this permit.
(G) Ground
After each phase
1. The phase of grading (installation of perimeter E&SC
stabilization
of grading
measures, clearing and grubbing, installation of storm
measures
drainage facilities, completion of all land -disturbing
activity, construction or redevelopment, permanent
ground cover).
2. Documentation that the required ground stabilization
measures have been provided within the required
timeframe or an assurance that they will be provided as
soon as possible.
NOTE: The rain inspection resets the required 7 calendar day inspection requirement.
(r''1 NORTH CAROLINA
Environmental Quality
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION B: RECORDKEEPING
1. E&SC Plan Documentation
The approved E&SC plan as well as any approved deviation shall be kept on the site. The
approved E&SC plan must be kept up-to-date throughout the coverage under this permit.
The following items pertaining to the E&SC plan shall be documented in the manner
described:
Item to Document
Documentation Requirements
(a) Each E&SC Measure has been installed
Initial and date each E&SC Measure on a copy
and does not significantly deviate from the
of the approved E&SC Plan or complete, date
locations, dimensions and relative elevations
and sign an inspection report that lists each
shown on the approved E&SC Plan.
E&SC Measure shown on the approved E&SC
Plan. This documentation is required upon the
initial installation of the E&SC Measures or if
the E&SC Measures are modified after initial
installation.
(b) A phase ofgrading has been completed.
Initial and date a copy of the approved E&SC
Plan or complete, date and sign an inspection
report to indicate completion of the
construction phase.
(c) Ground cover is located and installed
Initial and date a copy of the approved E&SC
in accordance with the approved E&SC
Plan or complete, date and sign an inspection
Plan.
report to indicate compliance with approved
ground cover specifications.
(d) The maintenance and repair
Complete, date and sign an inspection report.
requirements for all E&SC Measures
have been performed.
(e) Corrective actions have been taken
Initial and date a copy of the approved E&SC
to E&SC Measures.
Plan or complete, date and sign an inspection
report to indicate the completion of the
corrective action.
2. Additional Documentation
In addition to the E&SC Plan documents above, the following items shall be kept on the
site
and available for agency inspectors at all times during normal business hours, unless the
Division provides a site -specific exemption based on unique site conditions that make this
requirement not practical:
(a) This general permit as well as the certificate of coverage, after it is received.
(b) Records of inspections made during the previous 30 days. The permittee shall record
the required observations on the Inspection Record Form provided by the Division or
a similar inspection form that includes all the required elements. Use of
electronically -available records in lieu of the required paper copies will be allowed if
shown to provide equal access and utility as the hard -copy records.
(c) All data used to complete the Notice of Intent and older inspection records shall be
maintained for a period of three years after project completion and made available
upon request. [40 CFR 122.41]
EFFECTIVE: 04/01 / 19
PART III
SELF -INSPECTION, RECORDKEEPING AND REPORTING
SECTION C: REPORTING
1. Occurrences that must be reported
Permittees shall report the following occurrences:
(a) Visible sediment deposition in a stream or wetland.
(b) Oil spills if:
• They are 25 gallons or more,
• They are less than 25 gallons but cannot be cleaned up within 24 hours,
• They cause sheen on surface waters (regardless of volume), or
• They are within 100 feet of surface waters (regardless of volume).
(a) Releases of hazardous substances in excess of reportable quantities under Section 311
of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA
(Ref: 40 CFR 302.4) or G.S. 143-215.85.
(b) Anticipated bypasses and unanticipated bypasses.
(c) Noncompliance with the conditions of this permit that may endanger health or the
environment.
2. Reporting Timeframes and Other Requirements
After a permittee becomes aware of an occurrence that must be reported, he shall contact
the appropriate Division regional office within the timeframes and in accordance with the
other requirements listed below. Occurrences outside normal business hours may also be
reported to the Division's Emergency Response personnel at [phone], (800)
858-0368 or [phone].
Occurrence
Reporting Timeframes (After Discovery) and Other Requirements
(a) Visible sediment
• Within 24 hours, an oral or electronic notification.
deposition in a
• Within 7 calendar days, a report that contains a description of the
stream or wetland
sediment and actions taken to address the cause of the deposition.
Division staff may waive the requirement for a written report on a
case -by -case basis.
• If the stream is named on the NC 303(d) list as impaired for sediment -
related causes, the permittee may be required to perform additional
monitoring, inspections or apply more stringent practices if staff
determine that additional requirements are needed to assure compliance
with the federal or state impaired -waters conditions.
(b) Oil spills and
• Within 24 hours, an oral or electronic notification. The notification
release of
shall include information about the date, time, nature, volume and
hazardous
location of the spill or release.
substances per Item
1(b)-(c) above
(c) Anticipated
• A report at least ten days before the date of the bypass, if possible.
bypasses [40 CFR
The report shall include an evaluation of the anticipated quality and
122.41(m)(3)]
effect of the bypass.
(d) Unanticipated
• Within 24 hours, an oral or electronic notification.
bypasses [40 CFR
• Within 7calendar days, a report that includes an evaluation of the
122.41(m)(3)]
quality and effect of the bypass.
(e) Noncompliance
• Within 24 hours, an oral or electronic notification.
with the conditions
• Within 7 calendar days, a report that contains a description of the
of this permit that
noncompliance, and its causes; the period of noncompliance,
may endanger
including exact dates and times, and if the noncompliance has not
health or the
been corrected, the anticipated time noncompliance is expected to
environment[40
continue; and steps taken or planned to reduce, eliminate, and
CFR 122.41(1)(7)]
prevent reoccurrence of the noncompliance. [40 CFR 122.41(I)(6).
• Division staff may waive the requirement for a written report on a
case -by -case basis.
4Dsite
solutions
civil engineering I land surveying
409 Chicago Drive, Suite 112, Fayetteville, NC 28306
office 1910-426-6777 fax [phone] license number I C-2354
wwwAD site solutions.com
•4 SEA
• 027
'
REVISIONS
PROJECT NAME
LEISURE
POOLS
STORAGE
YARD
EROSION
CONTROL
DETAILS
CLIENT
PF GLOBAL PROPERTY
GROUP (DUNN), INC.
2901 Leisure Island Way
Knoxville, Tennessee 37914
Phone: [phone]
PROJECT INFORMATION
DESIGNED BY:
SCOTT
DRAWN BY:
SCOTT
CHECKED BY:
CHRIS
PROJECT NUMBER:
1492
DRAWING SCALE
NOT TO SCALE
DATE RELEASED
MAY 20, 2019
SHEET NUMBER
NCGO1 SELF -INSPECTION, RECORDKEEPING AND REPORTING
EFFECTIVE: 04/01 / 19
C-402