SW3230606_Plansheet - Notes_20230630

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N EROSION CONTROL WATER LEGEND SEWER LEGEND Na
LINCOLN COUNTY UTILITY NOTES �a '�,
LEGEND DESCRIPTION EXISTING PROPOSED DESCRIPTION EXISTING PROPOSED `o •. z z F
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WATER MAIN - 10"W 1011w GRAVITY PIPE = v : o 1 z _
3 DESCRIPTION PLAN SYMBOL — __ — : c, =
A. ALL WORK SHALL CONFORM TO LATEST REVISION OF THE LCPW OPERATIONAL MANUAL SINGLE SERVICE LATERAL - - - - - - - - - - SINGLE SERVICE LATERAL '•. P `
SEDIMENT FENCE '� O �F`� �.`� �
WHICH IS ON FILE AT THE DIVISION OF LINCOLN PUBLIC WORKS OFFICE (115 W MAIN ''''.,,� w
STREET, LINCOLNTON, NC 28092). CLEARING LIMITS CL ''��unnnu��`` o_
DOUBLE SERVICE LATERAL - - - - - - - - - - DOUBLE SERVICE LATERAL
B. ANY QUANTITIES SHOWN ON PLANS ARE NOT VERIFIED BY LCPW. 0
LIMITS OF DISTURBANCE LOD
C. AT THE SITE KEEP AND MAINTAIN ONE RECORD COPY OF ALL CONTRACT DOCUMENTS, �� ���������►►�,,� p
REFERENCE DOCUMENTS AND ALL TECHNICAL SUBMITTED IN GOOD ORDER. AS THE WORK VALVE AND BOX a MANHOLE w
SUBSURFACE DRAIN __ SD J`� /� ''i Lu
PROGRESSES THE ENGINEER OR HIS DESIGNATED REPRESENTATIVE SHALL RECORD ON
z CLEANOUT a ;P� M GGz 07
ONE SET OF REPRODUCIBLE DRAWINGS ALL CHANGES AND DEVIATIONS FROM THE FIRE HYDRANT W/VALVE a BOX �-�- _ s •� dw...�
" ORIGINAL PLANS. HE SHALL RECORD THE EXACT LOCATION OF ALL CHANGES IN TREE PROTECTION ® FORCEMAIN - - - - - 10"FM - - - - - 10"FM - ----- 10"FM ----- 10"FM - = Q:0 a� Z.
VERTICAL AND HORIZONTAL ALIGNMENT BY OFFSETS AND TIES AT EACH; SEWER, WATER,
TEMPORARY GRAVEL CONSTRUCTION POST HYDRANT VALVE AND BOX '
ELECTRIC, GAS, COMMUNICATION AND OTHER SERVICES BY OFF-SET DISTANCE TO ENTRANCE/EXIT I e '�,�o, -°• �P`��•`��
PERMANENT IMPROVEMENTS SUCH AS BUILDINGS AND CURBS REDUCER ❑ ■
w THESE RECORD DRAWINGS MUST BE CERTIFIED BY THE NORTH CAROLINA REGISTERED FLUSH HYDRANT
PROFESSIONAL ENGINEER WHO PREPARED THE PLANS AND SIGNS AND SEALS THESE TEMPORARY SEEDING TS BACKFLOW PREVENTOR
PLANS. THE RECORD DRAWINGS SHALL INCLUDE VERTICAL AND HORIZONTAL ALIGNMENT REDUCER ❑ ■
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OF ALL WATER, SEWER, AND EFFLUENT REUSE LINES, VALVES, TEES, BENDS, REDUCERS, PERMANENT SEEDING PS CROSS - I I-I BACKFLOW PREVENTOR a
HYDRANTS, PUMP STATIONS, SERVICE CONNECTIONS, METER BOXES AND/OR PADS, AND
OTHER PERTINENT STRUCTURES. PIPELINE RUNS IN EXCESS OF 500 FEET, WITHOUT SODDING O TEE I I CROSS - I I-I r
FITTINGS SHALL INCLUDE VERTICAL ALIGNMENT INFORMATION AT 500 FOOT INTERVALS.
SAID ALIGNMENT SHALL BE TIED TO PERMANENT IMPROVEMENTS, SUCH AS ROADWAY 900 BEND - HORIZONTAL I TEE I I
AND/OR RAILROAD CENTERLINES AND RIGHTS-OF-WAY, BUILDING AND PROPERTY RIPRAP RR - -
CORNERS, AND SHALL BE CERTIFIED BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN 45° BEND - HORIZONTAL 1 I 90° BEND - HORIZONTAL I
THE STATE OF NORTH CAROLINA. THE PROFESSIONAL LAND SURVEYOR CAN COORDINATE TEMPORARY EXCAVATED DROP 22-Y2° BEND - HORIZONTAL
WITH THE CONTRACTOR TO INSTALL THE NECESSARY APPURTENANCES ON BURIED INLET PROTECTION 450 BEND - HORIZONTAL I
UTILITIES TO FACILITATE THE SURVEY AFTER CONSTRUCTION IS COMPLETED. IN HARDWARE CLOTH & GRAVEL II Ya° BEND - HORIZONTAL / 1 1 I 22 Yp° BEND - HORIZONTAL
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ADDITION, PARCEL ID NUMBERS AND STREET NAMES SHALL BE SHOWN ON THE PLAN. INLET PROTECTION BEND - VERTICAL I I
ON A CASE BY CASE BASIS, LINCOLN COUNTY PUBLIC WORKS MAY WAIVE THE IIA4° BEND - HORIZONTAL
REQUIREMENT FOR CERTIFICATION BY A PROFESSIONAL LAND SURVEYOR, LICENSED IN TEMPORARY BLOCK 8; GRAVEL CAP I o
THE STATE OF NORTH CAROLINA. HOWEVER, PRIOR CONSENT MUST FIRST BE OBTAINED INLET PROTECTION .... BEND - VERTICAL I I w
FROM LINCOLN COUNTY PUBLIC WORKS. THE COUNTY SHALL WITHHOLD FINAL SOD DROP PLUG \ CAP
ACCEPTANCE OF THE PROJECT UNTIL THE REQUIREMENT FOR RECORD DRAWINGS AND INLET PROTECTION
RELATED RECORDS HAS BEEN MET. RECORD DRAWINGS WITHOUT DETAILED FIELD
VERIFIED HORIZONTAL AND VERTICAL LOCATIONS OF ALL FACILITIES SHOWN WILL BE ROCK DOUGHNUT
REJECTED. INLET PROTECTION DRAINAGE LEGEND ABBREVIATIONS
D. A PRE-CONSTRUCTION MEETING IS REQUIRED BEFORE WORK MAY BEGIN. LINCOLN COUNTY
PUBLIC WORKS SHALL BE NOTIFIED 48 HOURS PRIOR TO PROJECT MOBILIZATION. ROCK PIPE DESCRIPTION EXISTING PROPOSED DBL DOUBLE FM FORCE MAIN (SANITARY SEWER) PC POINT OF CURVE TC TOP OF CURB
E. ALL WORK AND MATERIALS, WHICH DO NOT CONFORM TO LCPW SPECIFICATIONS, ARE INLET PROTECTION BOT BOTTOM FP FINISH PAD PH POST HYDRANT TH THROAT ELEVATION
SUBJECT TO REMOVAL AND REPLACEMENT AT THE CONTRACTOR'S EXPENSE. PIPE -'-'-'-'-'-'- Z
CB CATCH BASIN FR FRAME PT POINT OF TANGENT TG TOP OF GUTTER
F. ANY WORK PERFORMED WITHOUT THE KNOWLEDGE OF LCPW IS SUBJECT TO ♦ow�♦ DITCH CI CURB INLET GI GRATE INLET PVC POLYVINYL CHLORIDE TP TOP OF PAVEMENT
RE-EXCAVATION, REMOVAL AND REPLACEMENT OF SAME TO BE DONE AT THE TEMPORARY SEDIMENT TRAP
CONTRACTOR'S EXPENSE. CURB INLET (CI) CO CLEAN OUT GV GATE VALVE RCP REINFORCED CONCRETE PIPE TW TOP OF WALK
G. THE CONTRACTOR SHALL PROVIDE SUFFICIENT PERSONNEL AND EQUIPMENT O N THE J O B CATCH BASIN (CB) CPP CORRUGATED PLASTIC PIPE HDPE HIGH DENSITY POLYETHYLENE RC ROLL CURB INLET TYP TYPICAL
ROCK DAM p
AT ALL TIMES DURING CONSTRUCTION TO SATISFY THE SPECIFICATIONS AND TO a a DBL DOUBLE HI HOODED INLET RCP REINFORCED CONCRETE PIPE VI VALLEY INLET L-0
GRATE INLET (GI) rn
COMPLETE WORK. DI DITCH INLET INV INVERT ELEVATION RI ROOF INLET W WATER v I Z p O
H. LCPW INSPECTION STAFF MAY OBSERVE PROJECT CONSTRUCTION. CHECK DAM � ' � ' N v
DIP DUCTILE IRON PIPE JB JUNCTION BOX RJP RESTRAINED JOINT PIPE W/ WITH Q O (D O L
1. THE CONTRACTOR IS TO UNCOVER ALL EXISTING LINES BEING TIED INTO AND VERIFY JUNCTION BOX (JB) D oc) O
CHECK DAM WITH WEIR —� �� c 0� 4-
GRADES BEFORE BEGINNING CONSTRUCTION. EL ELEVATION LF LINEAR FEET R/W RIGHT-OF-WAY WV WATER VALVE (D • �
J. IT IS THE CONTRACTOR'S RESPONSIBILITY TO LOCATE AND TAKE ALL POSSIBLE X ES END SECTION MAX MAXIMUM SD STORM DRAINAGE YI YARD INLET O Q
PRECAUTIONS TO AVOID ANY DAMAGE TO ALL UNDERGROUND PIPELINES, TELEPHONE, SUPER SILT FENCE
FES FLARED END SECTION MIN MINIMUM SDMH STORM DRAINAGE MANHOLE YI YARD INLET = = N p
CABLE TV, ELECTRIC LINES/CONDUITS AND STRUCTURES IN ADVANCE OF ANY D N p
STRAW WATTLES FG FINISH GRADE MH MANHOLE SF SQUARE FEET
CONSTRUCTION. LCPW WILL NOT GUARANTEE ANY LOCATIONS AS SHOWN ON THESE "J U E
PLANS OR THOSE OMITTED FROM THESE PLANS. THE CONTRACTOR SHALL BE FULLY FH FIRE HYDRANT OC ON CENTER SS SANITARY SEWER N z c
RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MAY OCCUR BY HIS FAILURE TO 3
EXACTLY LOCATE AND PROTECT EXISTING UTILITIES AND STRUCTURES. OTHER UTILITIES LEGEND GENERAL NOTES � 3
K. CONTRACTOR SHALL VERIFY ALL QUANTITIES SHOWN ON THE PLANS. IF ANY 3
DISCREPANCIES IN QUANTITIES ARE FOUND, THE CONTRACTOR SHALL NOTIFY THE THE U
PROJECT ENGINEER AND LCPW. DESCRIPTION EXISTING 14. THE FOLLOWING NOTES ARE SPECIFIED BY THE NORTH CAROLINA DEPARTMENT OF
L. ALL REGULATORY AND PERMITTING AGENCIES' REQUIREMENTS SHALL BE COMPLIED WITH. NATURAL GAS UGG UGG 1. CONTRACTOR SHALL MAINTAIN MINIMUM COVER OVER THE WATER MAIN PIPE BARREL ENVIRONMENTAL QUALITY (NCDEQ) AND ARE TO BE EXECUTED BY THE CONTRACTOR:M. APPROPRIATE TURBIDITY CONTROL DEVICES (E.G. SILT FENCES, HAY BAILS) WILL BE OF 3 -0 UNLESS OTHERWISE INDICATED. TOP OF PIPE ELEVATIONS ARE SHOWN FORCASES WHERE FUTURE STORM SEWERS ARE TO BE INSTALLED. IN NO CASE SHALL THE a. ALL SEDIMENT CONTROL MEASURES SHALL BE INSPECTED AT LEAST ONCE EVERY
UTILIZED DURING ALL PHASES OF INSTALLATION AND GRADING. CONTRACTOR IS TELEPHONE OHT OHT WATER MAIN BE INSTALLED AT A LOWER ELEVATION THAN THAT SHOWN. SEVEN CALENDAR DAYS AND AFTER ANY STORM EVENT OF GREATER THAN 0.5
RESPONSIBLE FOR CONTACTING LINCOLN COUNTY SOIL AND CONSERVATION DEPARTMENT INCHES OF PRECIPITATION DURING ANY 24-HOUR PERIOD. ALL SEDIMENT CONTROL
UNDERGROUND TELEPHONE UTL UTL 2. SHOULD PIPE, FITTINGS, AND OTHER MATERIALS BE NEEDED IN ADDITION TO THAT FEATURES SHALL BE MAINTAINED UNTIL FINAL STABILIZATION HAS BEEN OBTAINED.
TO DETERMINE THE REQUIREMENTS FOR PERMITTING, DEVELOPING AND MAINTAINING AN SHOWN ON THE DRAWINGS BECAUSE PIPELINE WAS NOT INSTALLED TO THE ALIGNMENT b. STABILIZATION MEASURES SHALL BE INITIATED AS SOON AS PRACTICABLE IN
EFFECTIVE STORM WATER POLLUTION PREVENTION PLAN. ELECTRICITY OHP OHP AND PROFILE SHOWN, THEN THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING THOSE PORTIONS OF THE SITE WHERE CONSTRUCTION ACTIVITIES HAVE TEMPORARILY OR CU
N. LOCATIONS, ELEVATIONS, AND DIMENSIONS OF EXISTING UTILITIES, STRUCTURES, AND NECESSARY MATERIALS AND PROVIDING THE EQUIPMENT AND LABOR TO INSTALL PERMANENTLY CEASED, BUT IN NO CASE MORE THAN 14 DAYS AFTER THE
UNDERGROUND ELECTRICITY UGP UGP CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR
OTHER FEATURES ARE SHOWN ACCORDING TO THE BEST INFORMATION AVAILABLE AT THEM TO MEET THE DESIGN INTENT OF THE WATERMAIN AT NO ADDITIONAL COST TO X
UNLESS ACTIVITY IN THAT PORTION OF THE SITE WILL,
THE TIME OF PREPERATION OF THESE PLANS, BUT DO NOT PURPORT TO BE ABSOLUTELY THE OWNER. PERMANENTLY CEASED W
CORRECT. PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL VERIFY AND BE FULLY PREPARED FOR:
3. THE CONTRACTOR SHALL NOTIFY THE OWNER AND THE ENGINEER 48 HOURS IN RESUME WITHIN 14 DAYS.
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ADVANCE OF ALL REQUIRED TESTS AND INSPECTIONS. C. RESIDENTIAL SUBDIVISIONS REQUIRE EROSION CONTROL FEATURES FOR
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TO EXA
CTLY DAMAGES ACTLY LO ATTE AND PRESERVE WHICH OCCASIONED ANY ANDALL EX ST NG UTIILI RE TIES, STRUCTURES, CRESCENT ACQUISITIONS, LLC 4. THE CONTRACTOR WILL NOTIFY THE ENGINEER IF UNSUITABLE MATERIAL IS PROPERTY OWNERS SHALL FOLLOW INFRASTRUCTURE AS WELL AS FOR ITHESE UPLANAL S DURING TLOT TCONSTRUCTIONI OR NDIVIDUAL Z
AND OTHER FEATURES AFFECTING HIS WORK. ANYTHING NOT SHOWN ON THESE DRAWINGS DISCOVERED PRIOR TO BEGINNING ANY REMOVAL OPERATION. PROVIDE AN INDIVIDUAL PLAN MEETING SECTION R.72-307 OF THE STORM WATER
601 S. TRYON ST. SUITE 800 MANAGEMENT AND SEDIMENT REDUCTION ACT REQUIREMENTS. z Q
SHOULD BE BROUGHT TO THE ATTENTION OF THE ENGINEER AND SHALL NOT CONSTITUTE 5. SURVEYING AND BOUNDARY INFORMATION BY R.B. PHARR & ASSOCIATES, P.A. J
15. ALL EROSION AND SEDIMENT CONTROL DEVICES SHALL BE CONSTRUCTED
AN EXTRA, UNLESS APPROVED BY THE ENGINEER. CHARLOTTE, NC 28202 r —
6. ALL ELEVATIONS SHOWN ARE BASED ON NAVD88. SIMULTANEOUSLY WITH THE DISTURBANCE OF THE LAND AND SHALL REMAIN
0. THE CONTRACTOR SHALL CONTACT THE ENGINEER AND LCPW IMMEDIATELY CONCERNING 704-681-0957 7. TOPOGRAPHIC SURVEY BY R.B. PHARR & ASSOCIATES, P.A. FUNCTIONAL UNTIL THE CONTRIBUTING DISTURBED AREAS ARE STABILIZED. SILT o W
ANY CONFLICTS WITH LCPW UTILITIES/STRUCTURES ARISING DURING THE CONSTRUCTION BARRIERS WILL BE INSTALLED AS NECESSARY TO PREVENT EXCESSIVE " W ~
OF ANY FACILITIES SHOWN ON THESE DRAWINGS. 8. CONTRACTOR IS TO VERIFY ACCURACY OF ANY TEMPORARY BENCHMARKS SHOWN SEDIMENTATION OF DOWNSTREAM AREAS. DEVICES SHALL BE INSTALLED AND V z O
P. TRAFFIC MUST BE MAINTAINED AT ALL TIMES AS PER NORTH CAROLINA COUNTY PRIOR TO UTILIZING THEM FOR CONSTRUCTION. MAINTAINED IN ACCORDANCE WITH THE INC EROSION AND SEDIMENT CONTROL PLANNING o Z
AND DESIGN MANUAL. Q Z
DEPARTMENT OF TRANSPORTATION (NCDOT). GENERAL INFORMATION 9. THE EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE BASED UPON AVAILABLE —
Q. THE CONTRACTOR SHALL NOTIFY UTILITIES UTILIZING THE 811 SERVICE PRIOR TO INFORMATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE 16. CONTRACTOR SHALL GRADE AREAS TO DRAIN FOR POSITIVE FLOW PRIOR TO FINAL J LL_ Q
EXACT LOCATION OF ALL UTILITIES OTHER THAN THOSE SHOWN ARE ENCOUNTERED APPROVAL. Z
STARTING CONSTRUCTION. OWNER: DURING CONSTRUCTION , THE CONTRACTOR SHALL NOTIFY THE ENGINEER
R. THE CONTRACTOR SHALL REPLACE ALL PAVEMENT, CURBS, DRIVEWAYS, SIDEWALKS, COUNTY LINCOLN HEAFNER J.H. COMPANY INC. IMMEDIATELY AND TAKE STEPS TO PROTECT THE LINE(S) AND ENSURE CONTINUED 17. ALL AREAS DISTURBED WILL BE GRASSED IMMEDIATELY AFTER THE INSTALLATION. Wuj
GRASSING SHALL BE IN ACCORDANCE WITH SECTION 1660 OF THE NCDOT STANDARD (� Z
FENCES, ETC.,WITH THE SAME TYPE OF MATERIAL THAT WAS REMOVED DURING THE TOWN LINCOLNTON 12200 HERBERT WAYNE CT STE 150 SERVICE. DAMAGE CAUSED TO EXISTING UTILITIES BY THE CONTRACTOR SHALL BE SPECIFICATIONS FOR HIGHWAY CONSTRUCTION CURRENT EDITION. PAYMENT SHALL BE CONSTRUCTION OR AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHALL RESTORE U W
HUNTERSVILLE, INCS SHOWN IN THE BID FORM AND SHALL BE COMPENSATION FOR ALL NECESSARY C 28078 REPAIRED BY THE CONTRACTOR. ADDITIONALLY, THE CONTRACTOR SHALL CONFIRM (DALL AREAS AFFECTED BY THE CONSTRUCTION TO ITS ORIGINAL CONDITION, OR BETTER. ZONING INDUSTRIAL THE CONNECTION POINTS OF NEW UTILITIES TO EXISTING UTILITIES PRIOR TO WORK AND MATERIALS TO COMPLETE THE SEEDING IN ACCORDANCE WITH THESE W
(SEE SPECIFICATIONS BELOW)
S. WITHIN THE NCDOT RIGHT-OF-WAY, ALL DISTURBED AREAS SHALL RECEIVE ENGINEER: BEGINNING NEW CONSTRUCTION. SPECIFICATIONS. V
GRASSING(SEEDING) OR SODDING MATERIALS IN ACCORDANCE WITH NCDOT THOMAS & HUTTON 10. IF WORK IS SUSPENDED OR DELAYED FOR 14 DAYS, THE CONTRACTOR SHALL 18. ALL DRAINAGE WILL BE MADE FUNCTIONAL DAILY AS WORK PROGRESSES.
1020 EUCLID AVENUE TEMPORARILY STABILIZE THE DISTURBED AREA AT NO ADDITIONAL COST TO THE
SPECIFICATIONS. CHARLOTTE, INC 28203 OWNER. 19. EACH EXISTING ROAD WILL BE CLEANED UP AND RESTORED DAILY.
T. THE INFORMATION PROVIDED IN THESE PLANS IS SOLELY TO ASSIST THE CONTRACTOR IN [phone] II. THE CONTRACTOR SHALL INSTALL ANY BARRICADES PRIOR TO BEGINNING 20.NEW PAVEMENT TO BE FLUSH WITH EDGE OF EXISTING PAVEMENT.
ASSESSING THE NATURE AND EXTENT OF CONDITIONS WHICH MAY BE ENCOUNTERED CONSTRUCTION
DURING THE COURSE OF WORK. ALL CONTRACTORS ARE DIRECTED, PRIOR TO BIDDING, TO SURVEYOR: R.B PHARR & ASSOCIATES, P.A. 21. ALL STORM DRAIN PIPE INVERTS IN AND OUT ARE THE SAME AS THE BOX INVERT JOB NO: J-30017.0000
CONDUCT WHATEVER INVESTIGATIONS THEY MAY DEEM NECESSARY TO ARRIVE AT THEIR 969 E. 7TH STREET SUITE 100 12. THE CONTRACTOR SHALL INSTALL ALL EROSION CONTROL AND PREVENTION UNLESS OTHERWISE NOTED ON THE PLAN SHEETS AND/OR PROFILES. DATE: 02/17/23
CHARLOTTE, INC 28204 STRUCTURES SHOWN ON THE PLANS. BOTH MUST BE APPROVED BY LINCOLN COUNTY DRAWN: NSS
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OWN CONCLUSION REGARDING THE ACTUAL CONDITIONS THAT WILL BE ENCOUNTERED, [phone] PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. 22. NLY TYPE S AND M MORTAR IS TO BE USED IN STORMW SYSTEM CONSTRUCTION DESIGNED: NSS
AND UPON WHICH THEIR BIDS WILL BE BASED. AND ALL BRICKWORK AND BRICK MUST MEET NCDOT SPECCIFI IFI CATIONS. REVIEWED: JKs
U. ALL FRAMES, COVERS, VALVE BOXES, METER BOXES, AND MANHOLES SHALL BE 13. CONTRACTOR WILL BE REQUIRED TO ADJUST MANHOLE FRAMES TO MATCH FINAL APPROVED: JKS
ADJUSTED TO FINISHED GRADE UPON COMPLETION OF PAVING OR RELATED GRADE AT NO ADDITIONAL COST. SCALE: Ivrs
CONSTRUCTION.
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SEEDING RATES FOR TEMPORARY B PERMANENT COVER EROSION CONTROL GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH EQUIPMENT AND VEHICLE MAINTENANCE 3NSITE CIINCRETE WASHOUT VA
THE NCG61 CONSTRUCTION GENERAL PERMIT 1. Maintain vehicles and equipment tv [event discharge of fluids. srRuctuRe 1JITH LINER �� � .• � ld
RATE PER ACRE RATE PER ACREp g
MONTH TEMPORARY PERMANENT Implemen#ingthe details and this plan sheetwill result in the construction - , ., ��;: z z 00 '• oy
LEGEND 2. Provide drip pans under any stared equipment. o o • *� <o_ r
COVER SEEDED ADDED COVER SEEDED ADDED activity being considered compliant with the Ground 5talailization and Materials Handling a� r'u,: r °^° _Q a w o a =
3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the ' -
LL ALONE TO MIX ALONE TO MIX sections of the NCG01 Construction General Permlt(Sections E and F,respectively}. The =a* a fir"^' p tI ��w o 1
*LESPEDEZA, ANNUAL 40 Ibs. 10 Ibs. *BAHIA, PENSACOLA 60 Ibs. 30 Ibs. permittee shall comply with the Erosion and Sediment Control plan approved by the project. oA _ U o=z t� o
DESCRIPTION PLAN SYMBOL 4. Collect all spent fluids,stare in separatecontalners and properly dispose as o 1 ; s'. o ,
JANUARY *RYE 3 bu. .5 bu. BERMUDA, UNHULLED 10 Ibs. 6 Ibs. delegated authority having jurisdiction.AI!details and specifications shown on this sheet z z ti
*RYE GRASS, ANNUAL 40 Ibs. - CENTIPEDE, SOD - _ ma not apply depending on site conditions and the delegated authority having jurisdiction.
hazardous waste(recycle when possible}. r art• �� w Q
Y ppY p g $ Y gj c
WHEAT 3 bu. 5 bu. LESPEDEZA, SERICEA 75 lbs. 5. Remove leaping vehicles and construction equipment from servile until the problem *<
w SEDIMENT FENCE P`""'• ° "�" / � LLl
has been corrected.
LESPEDEZA, ANNUAL 40 lbs. IO lbs. *BAHIA, PENSACOLA 60 lbs. 30 lbs. SECTIDNE:GRDLfNDSTA81LfZATION -1-- r ,r °¢� ,�';' /// �� ��
g CENTIPEDE, SOD - _ 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products L'Mw= wMrl"°""' k k w� ,; ////h/t//fllttttt\\\\\
*RYE 3 bu. Required Ground Stabilization Timefrattres � w , ,, PJ.MS
FEBRUARY *RYE GRASS, ANNUAL 40 lbs. 5 bu. LESPEDEZA, SEDICEA 1 75 lbs. _ CLEARING LIMITS CL to a recycling or disposal center that handles these materials. i hm,m.7aa�' ��r• ern
*LESPEDEZA, SEDICEA 2 75 Ibs. - Stabillxew!#fiinthis o ,ra�
o many calendar KI IN GRA9E h§ap'r STRnCrtJRr PBrV SAS�yr r ILL
*LESPEDEZA, ANNUAL 40Ibs. 101bs. BAHIA, PENSACOLA 60 lbs. 30 lbs. TEMPORARY DIVERSIONS Site Area Timeframevariations \II11111/
z ® days after ceasing LITTER,BUILDING MATERIAL AND LAND CLEARING WASTE
Q *RYE GRASS, ANNUAL 40 lbs. - BERMUDA, UNHULLED 10 Ibs. 6 Ibs. land disturbance 1, Never bury or burn waste. Place litter and debris in approved waste containers. �� \v /i/ W
MARCH CENTIPEDE, SOD 1 PERMANENT DIVERSIONS {a} Perimeter dikes
o *SUDAN GRASS 60 lbs. - *LESPEDEZA, SEDICEA 75 Ibs. _ ® 2. Provide a sufficient number and size of waste containers(e.g dumpster,trash CONCRETE WASHOUTS
LESPEDEZA, SEDICEA 2 75 lbs. - swales,ditches,and 7 None receptacle]on site to contain construction and domestic wastes. 1. Do not discharge concrete or cement slurry from the site. �`� Qv M '� U)
t perimeter slopes 3. locate waste containers at least 50 feet away from storm drain inlets and surface 2, Dispose of,or recycle settled,hardened concrete residue in accordance with local
BAHIA, PENSACOLA 60 lbs. 30 lbs. DIVERSION DIKE (PERIMETER) ® p Y _ :o .
MILLET, BROWN TOP 40 lbs. 10 Ibs. BERMUDA, UNHULLED 10 Ibs. 6 Ibs. (b) High Quality Water None waters unless no other alternatives are reasonably available. and state solid waste regulations and at an approved facility. = Q � a z:
APRIL _ CENTIPEDE, SOD - - {HOW]zones 7 4, Locate waste containers on areas that do not receive substantial amounts of runoff 3- Maria a washout from mortar mixers Jn accordance with the above item and in = U :u' w I`
*MILLET, PEARL 50 Ibs. 1 g _ w rn M Y
z *LESPEDEZA, SEDICEA 75 Ibs. - GRASS-LINED CHANNELS GL from upland areas and does riot drain directly to a storm drain,stream or wetland. addition lace the mixer and associated materials on impervious barrier and within Z o tV =
SUDAN GRASS 60 Ibs. - 2 _ (c Slopes steeper than If slopes are 1D'or less In length and are p p p tu; Z
LESPEDEZA, SEDICEA 75 Ibs. ) p p 5. Cover waste containers at the end of each workday and before storm events or lot perimeter silt fence. ��' d : O
3_1 7 not steeper than 2:1,14 days are
BAHIA, PENSACOLA 60 Ibs. 30 Ibs. provide secondary containment. Repair or replace damaged waste containers. i d `
w allowed
slopes greater than 50'in g g 4. Install temporary concrete washouts per focal requirements,where
aeauthority far If an �� 0� co
MILLET, BROWN TOP 40 lbs. 10 lbs. BERMUDA, UNHULLED 10 lbs. 6 Ibs. 6. Anchor all lightweight items In waste containers during times of high winds. alternate method or product is to be used,contact ours
MAY MILLET, PEARL 50 Ibs. - *LESPEDEZA, SEDICEA DICEA 1 75 lbs. _ RIPRAP-LINED CHANNELS RR length and with slopes steeperthan 4:1 7- Empty waste containers as needed to prevent overflow. Clean up immediately if review and approval. if local standard details are not available,use one of the two
z SUDAN GRASS 60 Ibs. - 2 _ -7 days for perimeter dikes,swales, containers overflow. types of temporary concrete washouts provided an this detail.
LESPEDEZA, SEDICEA 75 Ibs. d) 5l❑ es 3:1 to 4:1 14
o ( p ditches,perimeter slopes and HO,W S. Dispose waste off-site at an approved disposal facility- S. Do not use concrete washouts far dewatering or staring defective curb or sidewalk
BAHIA, PENSACOLA 60 lbs. 30 lbs. PAVED CHANNELS / P // Zones 9. On business days,clean up and dispose of waste in designated waste containers. sections. Stormwater accumulated within the washout may not be pumped into or
I MILLET, BROWN TOP 40 Ibs. 10 Ibs. *BERMUDA, UNHULLED 10 Ibs. 6 Ibs. -10 days for Falls Lake Watershed discharged to Cite storm drain system or receiving surface Waters. Liquid waste must
JUNE MILLET, PEARL 50 Ibs. - *LESPEDEZA, SEDICEA 1 75 lbs. _ 7 days for perimeter dikes,swales, PAINT AND OTHER LIQUID WASTE be pumped out and removed from project. Q
*LESPEDEZA, SEDICEA 2 75 Ibs. - 6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless it p
SUDAN GRASS 60 Ibs. - SUBSURFACE DRAIN SD ditches,perimeter slopes and HQW Zones 1. Do not dump paint and other liquid waste into storm drains,streams or wetlands.
(e) Areas with slopes can he shown that no other alternatives are reasonably available. At a minimum,
*MILLET, BROWN TOP 40 Ibs. 10 Ibs. *BAHIA, PENSACOLA 60 lbs. 30 lbs. flatter than 4:1 14 10 days for Falls Lake Watershed unless Z. Locate paint washouts at least 50 feet away from storm drain inlets and surface install protection of storm drain inlet(s)closest to the washout which could receive
JULY *LESPEDEZA, SEDICEA 1 75 Ibs. _ there is Zero slope waters unless no other alternatives are reasonably available.
MILLET, PEARL 50 lbs. - spills or overflow. m
SUDAN GRASS 60 lbs. - Note.After the permanent cessation of construction activities an areas with temporary 3. Contain liquid wastes in a controlled area.
SURFACE ROUGHENING © p � Y p ry 7. Locate washouts in an easily accessible area,an level ground and install a stone
ground stabilization shall be converted to permanent ground stabilization as soon as 4. Containment must be labeled,sized and placed appropriately for the needs of site, entrance pad in front of the washout. Additional controls may be required b the
-
AUGUST MILLET, PEARL 50 lbs. - *BAHIA, PENSACOLA 60 lbs. 30 lbs. y Y
AUGUST _ practicable but in no case longer than 90 calendar days after the last land disturbing 5, Prevent the discharge of soaps,solvents,detergents and other liquid wastes from approving authority.
*RYE GRASS, ANNUAL 40 Ibs. *LESPEDEZA, SEDICEA 1 75 Ibs. _ activity. Temporary ground stabiliratlon shall be maintained in a manner to render the construction sites. pP g
❑ 8. Install at least one sign directing concrete trucks to the washout within the project
*BARLEY 3 bu. .5 bu. *BAHIA, PENSACOLA 60 Ibs. 30 lbs. TOP SOILING surface stable against accelerated erosion until permanent round stabilization is achieved. limits. Post signage on the washout itself to identify this location.
SEPTEMBER *OATS 4 bu. I bu. LESPEDEZA, SEDICEA 1 75 Ibs. _ PORTABLE TOILETS
GROUND STABILIZATION SPECIFICATION 9, Remove leavings from the washout when at approximately 7596 capacityto limit
*RYE 3 bu. .5 bu. 1. Install portable toilets on level ground,at least 50 feet away from storm drains, overflow events. Replace the tarp,sand bags or other temporary structural
Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the streams or wetlands unless there is no alternative reasonably available. If 50 foot
RYE GRASS, ANNUAL 40 lbs. - y components when no longer functional. When utilizing alternative or proprietary
TREE PROTECTION techniques in the table below: offset is not attainable,provide relocation of portable toilet behind slit fence or lace
WHEAT 3 bu. 5 bu. P P P products,follow manufacturer's instructions.
TernporaryftablHzati3on PennanerttstabUbmtfan on a gravel pad and surround with sand bags. 10. At the completion of the concrete work,remove remaining leavings and dispose of
OCTOBER BARLEY 3 bu. .5 bu. *BAHIA, PENSACOLA 60 Ibs. 30 Ibs. •Temporary grass seed covered with straw or •Permanent grass seed covered with straw or 2- Provide staking or anchoring of portable toilets during periods of high winds or in high
in an approved disposal facility. Fill pit,if applicable,and stabilize any disturbance
OATS 4 bu. I bu. LESPEDEZA, SEDICEA 1 75 Ibs. _ TEMPORARY GRAVEL CONSTRUCTION I other mulches and tackifiers othermulches and tackifiers foot traffic areas, caused by removal of washout.
RYE 3 bu. .5 bu. ENTRANCE/EXIT •Hydroseeding •GEOtextile fahrks Stith as permanehtsoil 3. Monitor portable toilets for leaking and properly dispose of any leaked material. Cl)
RYE GRASS, ANNUAL 40 Ibs. - •Rolled erosion control products with or reinforcernent matting Utilize a licensed sanitary waste haulerto remove leaking portable toilets and replace Z
WHEAT 3 bu. .5 bu. without temporary grass seed •Hydroseeding with properly operating unit. o
BARLEY 3 bu. .5 bu. *BAHIA, PENSACOLA 60 Ibs. 30 Ibs. TEMPORARY SEEDING T$ •Approprl4telyappifed straw or other mulch ■Shrubs or other pertnahent plahtings covered HERBICIDES,PESTICIDES AND RODENTICIDES j
NOVEMBER ■Plastic sheeting with mulch w
OATS 4 bu. I bu. BERMUDA, UNHULLED 10 Ibs. 6 Ibs. •Uniform-and distributed ground EARTHEN STOCKPILE MANAGEMENT 1. Stare and apply herbicides,pesticides and rodenticides In accordance with label lr
CENTIPEDE, SOD a y g restrictions.
RYE 3 bu. 5 bu. LESPEDEZA, SEDICEA 1 75 Ibs. sufficient to restrain erosion 1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least 2, Store herbicides,pesticides and radenticides in their original containers with the
RYE GRASS, ANNUAL 40 Ibs. - - .Structural inethDds such as concrete,asphalt or 50 Feet away from storm drain inlets,sediment basins,perimeter sediment controls
WHEAT 3 bu. .5 bu. PERMANENT SEEDING P$ label,which lists directions for use,ingredients and first aid steps in case of
5 bu. * retaining waifs and surface waters artless it can he shown no other alternatives are reasonably
DECEMBER BARLEY 3 bu. BAHIA, PENSACOLA 60 Ibs. 30 Ibs. ■ftollederosioncontrol prod uctswithgrasswed available. accidental poisoning.
OATS 4 bu. I bu. BERMUDA, UNHULLED 10 Ibs. 6 lbs. 2. Protect stockpile with silt fence installed along toe of slope with a minimum offset of 3. Do not stare herbicides,pesticides and radenticides in areas where flooding is
RYE 3 bu. .5 bu. CENTIPEDE, SOD - - POLYACRYLAMIDES PAMS AND FLOCCUTANTS five feet from the toe of stockpile. possible or where they may spill or leak into wells,Stormwater drains,ground water
SODDING $ ( � p
RYE GRASS, ANNUAL 40 Ibs. _ LESPEDEZA, SEDICEA 1 75 Ibs. _ or surface water. If a spill occurs,clean area immediately.
3.. select flocculants that are appropriate for the sails being exposed during 3. Provide stable stone access paint when feasible. 4. Do not stockpile these materials Dnsite.
WHEAT 3 bu. .5 bu. construction,selecting from the NC DWR U9 of Approved PAMS/Flacculants. p
4- Stabilize stockpile within the timeframes provided on this she-et and in accordance
NOTES O 2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. with the approved plan and any additional requirements. Soil stabilization is defined
ALL PERMANENT GRASS PLANTINGS SHALL BE MULCHEDAND CRIMPED INPLACE OR PROTECTED MULCHING M 3. Apply flocculants atthe concentrations specified in the NC DWR iList of Approved as vegetative,physical or chemical coverage techniques that will restrain accelerated HAZARDOUS AND TOXIC WASTE
WITHEROSIONMATTING TO ENSURE PROPER STABILIZATION. (SLOPES 6:1 OR GREATER MUST BE PAMSIFlocculants and in accordance with the manufacturer's instructions, erosion on disturbed sails for temporary or permanent control needs.
1- Create designated hazardous waste collection areas vn-site.
PROTECTED WITH EROSION MATTING) 4. Provide ponding area for containment of treated Stormwater before discharging o
2. Place hazardous waste containers under cover❑r In secondary containment.o
z
*INDICATES MARGINAL (BUT PERMISSIBLE)PLANTING DATE RIPRAP RR 5 Store
flocculants NORTH CAROL_I NA 3. Do not store hazardous chemicals,drums or bagged materials directly on the ground.
1. UNSCARIFIED . Stare occulants in leak-proof containers that are kept under storm-resistant cover J f Environmental Quality
2. SCARIFIED or surrounded by secondary containment structures. y�
3. CENTIPEDE SOD CAN BE USED AS PERMANENT COVER ANYTIME EXCEPT JUNE THR U OCTOBER LEVEL SPREADER
NCGO 1 GROUND STABILIATION AND MATERIALS HANDLING EFFECTIVE: 04/0 1 19 0
HARDWARE CLOTH 81 GRAVEL
INLET PROTECTION E
Z O 0
PART III N U
TEMPORARY BLOCK 81 GRAVEL PART Ili
PART III SELF-INSPECTION,RECORDKEEPING AND REPORTING
INLET PROTECTION ... SELF-INSPECTION,RECORDKEEPING AND REPORTING SELFANSPECTION,RECORM<EEPING ANO REPORTING 0
FERTILIZER REQUIREMENTS SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION{:REPORTING > e -C
N SOD DROP INLET PROTECTION ® Self-inspections are required during normal Business hours in accordance with the table 1.E&SC Plan Documentation 1.Otcurrehces that must he reported O Q , -0
TYPE 0 F ANALYSIS 0 R below. When adverse weather or site conditions would cause the safety of the inspection Permittees shall report the following occurrences: -U p C
personnel to be injeopardy,the ins inspection may be delayed until the next business day an The approved E&SC plan as well as any approved deviation shall be kept on the site. The - N
TOP DRESSING p p Y Y Y (a} Visible sediment deposition!n a stream or wetland, N
YEAR RATE which it bs safe to perform the inspection. In addition,when a storm event of equal to or approved E&SC plan must be kept heup-to-date throughout the coverage under this permit- U NO
SPECIES EQUIVALENT The fallowing items pertaining to the E&SC plan shall be documented in the manner D N
RATE TEMPORARY SEDIMENT TRAP greater than 1.0 inch occurs outside of normal business hours,the self inspection shall be = LLI
performed upon the commencement of the next business day, An time when inspections described; (b) Oil spills if: (� E
N-P-K p p v- Y p z
were delayed shall be noted in the Inspection Record. + They are 25 gallons or more, o p
I. COOL SEASON FIRST 6-12-12 1500lbs./ac. 50-100 Ibs./ac. * I B 2
GRASSES SECOND 6-12-12 IOOOIbs./oc. - They are less than25gallDnsbutcannotbecleanedupwithin24hours, � N }
3
MAINTENANCE 10-10-10 400 Ibs. ac. 30 SEDIMENT BASIN o - - Item to Mom Documentation Requirements They cause sheen an surface waters(regardless of volume), 3
Frequency (a) Each E&SC Measure has been insta+led Initial and date each E&SC Measure on a Lapy 0
Inspect lduringncrmal Inspection records must lncirrde: and does not significantly deviate from the of the approved E&SC Plan or complete,date • They are within 1D0 feet of surface waters(regardless of volume}. >
2. COOL SEASON FIRST 6-12-12 1500lbs./ac. 50-100 Ibs./ac. * I busim-whours >
GRASSES AND SECOND 0-10-10 IOOOIbs./ac. - (11 Rain gauge Daily iDdly rainfall anwunts. locations,dimensions and relative elevations and sign art inspection report that lists each
LEGUMES MAINTENANCE 0-10-10 400 Ibs./a c. - maintained in It no Bally rain gauge observations are made during weekend❑r shown on the approved E&SC Plan. E&SC Measure shown on the approved E&SC
SKIMMER SEDIMENT BASIN Q good worklrg halide (a) Releases of hazardous substances In excess of reportable quantities under Sectlon 311 U
y pgriDds, and rep individual�ay rainrall infprmatlDn is Plan_ This documentation bs reolvired upon the
3. GROUND COVERS FIRST 10-10-10 13 0 01 b s./a c. * 3 - corder aVQ1IabW,record she cumulative rain measurement for those un- initial installation of the E&SC Measures or if of the Clean Water Act(lief:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
SECOND 10-10-10 1300lbs./ac. * 3 - attended days (and this will determine it a site lnspectamh is the E&5C Measures are modrfled after Initial (Ref:40 CFR 302.4)orG.5.143-215.85.
MAINTENANCE 10-10-10 1100 Ibs./ac. -
needed). pays w which no raurrall picurr4d shall W remurded as
"zero-" The permittee may use another ralnmonitoring device in5tdiation.
4. PINE SEEDLINGS FIRST 20-10-5 ONE 21-GRAM - POROUS BAFFLE
. approved hyTtee DivjSlmn (b) A phase oFgsading has been completed, Initial and date a Copy of the approved E&SC (b) Anticipated bypasses and unanticipated bypasses.
PELLET PER (21 EWC Al Feast once per 1 Ideetification of the measures Inspected, Plan or complete,date and sign an inspection
Hteasures 7 calendar days 2, Daic and time of the Ins ection,
SEEDLING PLACED ¢ report to indicate completion of the
andwnhln24 3. Namcofthepersonperformingiheinspection,
I N THE CLOSING construction phase. (c} Noncompliance with the conditions of this permit that may endanger health or the
hours of a rakn 4. Indlr,Ytkon of whethrrthe measures were aperaring
HOLE TEMPORARY STREAM CROSSING T event>1.0inch In properly. Icl Ground cover is located and instailed Initial and date a copy of the approved E&SC
environment,
5. SHRUB FIRST 0-10-10 700lbs./ac. - 24hours S. Desrrlptlonofmakntrnanddato s for ttiemeactlon naccordamewiththeapprovedE&5C Planvrcomplete,dateandsignaninspectiori
fi. Descrlptlon:rVidence•anddate.ofoorrectiveadkonsYaken Plan. report to indicate compliance with approved
LESPEDEZA MAINTENANCE 0-10-10 700lbs./ac. * 4 13lstormweer At least once per 1, [dentill[atlDnarthedlschargeoutfallsinspected, 2.Reporting Timefrarnes and Other Requirements
CHECK DAM , , discharge 7ca1endardays 2. CateaFldtfineo'the�r.sq--ion, groundtouerspeclfirations, V
6. TEMPORARY FIRST 10-10-10 5 0 01 b s./a c. 30 1 b s./a c. * 5 m L'Ah(S❑❑s) and within�4 3, Name of the person performing ohm iriwckiPn. After a permittee becomes aware of an occurrence that must be reported,he shall contact
COVER CROPS hours oFa rain k Eyiddnce of rndlcators of starmw,J.e pglrubor,such as all re The maintenance and repair
for all E&SC b4eastkres Camplate,date and sign an inspection report. the appropriate Division regional office within the timeframes and in accordance with the
re
SEEDED ALONE Euerr[S1-❑indhIf, Fhegn,414atingorsuspendedsmlldsordiscalarat;on, other regllifementslfstedbelow. Occurrences out51de normal business hours may also be
24 hours S. Indkcadun or Visible sediment kaving the skte, have been performed.
CHECK DAM WITH WEIR reported to the Division's Emergency Response personnel at(SOa}662-7956,(800)
7. WARM SEASON FIRST 6-12-12 1500lbs./ac. 50-100 Ibs./ac. * 2 B 6 6. Descri Lion.cadence,and date (e) Correctbveartionshavebeeritakan Initial anddateacopycftheapp:ovedFW 858-0368 or(919)733-3300. •
GRASSES SECOND 6-12-12 800lbs./ac. 50-100 Ibs./ac. (4)Perimeter of A:Feastarccper IfvrsbIesedrmentatlonis found muuide site hwots,then arccord toE&SC"ea5we& Plan ofvpmplete,dateand sign anlnspertion //� UJ
MAINTENANCE 10-10-10 400 Ibs./ac. 30 Ib site 7cafendardays ofthefollowing3hallbemade:s./ac. * 2 reparttaindicat¢theeempletianafthe co
SUPER SILT FENCE X and within24 1. Actions taken to dean up orstabliae the sediment that has left
corrective action, O
8. WARM SEASON FIRST 6-12-12 15 0 0 I b s./a c. 5 0-10 0 Ibs./a c. * 6 hours of a twin the srtc ion. , Ocwrreixe Reporting Ti maf rococo[After Discovery}and Other Requiretnettts
e4 hours
inch In 2 Art explanation
mdeRon Ra to the ac ofl oaken totimw5l futur@ en,and (a]Visible sedirn eft + Within 24 hfwrs,an oral cr electronic na6f`icatiorz- Z
GRASSES AND %COND 0-10-10 I00OIbs./oC. 24 heurs 3 An e>planatYon as to the actions taken wtentrel future depmILion in a Within 7cafendardays,a report that costaIns a description of the
LEGUMES INTENANCE 0-10-10 400 Ibs./ac. releases.
2.Additional Documentation stream or wetland sediment and actions taken to address the cause of the deposition. U J
(s}streams or at least orca per If the streamsim-bore wd tutbwited vlslbl4 seexnef tarlon or a In addition to the E&SC Plan documents above,the following items shall be kept on the
* I APPLYIN SPRING FOLLOWING SEEDING. wetifs ft o site and within
24: Stream li he--,v.;Q [eased fat ..mj-, h.11 b t-de:iCt vn Division stafT may waive the requirement for a written report on a z
or pffslte and withir.2.3 actvtty,then a rtr[grd Pt the following shall be made; site Lase-t3y-t a59 tlast5_ _J O
(where hours oFa rain L DescTIption,evidence0 and date cDrrertive actkans taken,and and available for agency inspectors at all tim dri es ung normal business hours,unless the . If the stream is named on the NC 303fd)list as impaired for sediment- N
*2APPLYIN SPLITAPPLICATIONS WHEN HIGH RATES ARE USED. aeeessibkI eyQnt>1.Dlneh In 2. Recordsaithe mgLilred reports to theappropdateOlWsten Division provides a site-specific exemption based on unique site conditions that make this related causes,the permittee may he required to perform additional z Li
24hdurs Reglonar Office per Part ill,5eaimn C.Item(2}(a)of this permit requirernent not practical: monitoring,insgectionsorapply more stringent pra Cdces if staff = H
*3 APPLY IN 3 SPLIT APPLICATIONS. of this ermir.
(G)Ground After each phase 1. The phase of grading(installation of perimeter EWC determine t3rat additional requirements are needed to assure compliance /�
a This general permit as well as the certificate of coverage,after It is received. with the federal orstatJe Impaired-waters conditions. v U w
,/ i ,I s�6ihzation of grading measures.dearingandgrubhing,nstallaiignofstgrrn { ) g p ...- -.. O
*4 APPLY WHEN PLANTS ARE PRUNED, measures drainage faciitics,wmpletkw qr all Fond-distur4ang (b)Oil spills and • Within 24 hours,an oral or electronic not ifioatbon, The notification ♦ ♦ Z
xtrmy,wnstruction of redeyclopment,permanent (b) Records of inspections made during the previous 30 days. The permittee shall record release of shall include information about Vie date,time,nature,volume and v J
*5APPLYTO GRASS SPECIES ONLY. ground cAVe}, the required observatron5 on the Inspection Record Form provided by the Division or hazardous location of the spill or release. tIQ 'U z
2. Racumentation that the raauimd ground aabifiimtirrn substances per Item
measures Nave been provided within thereeuirec a similar inspection form that includes all the required elements.Use of z Z
1{h}(c)above
*6APPLY WHEN PLANTS GROW TO HEIGHT OF 2 TO 4 INCHES. fimetrame wanaasurance that they will be proviced as electronically-available records in lieu of the required paper copies will be allowed if J
saa'as aass;h)�• shown to provide equal access and utility as the hard-copy records. by Rase [40 C T e report
hall in n induce
andays valefose No rof%he ntidpatLddw uvlissa d O
bypasses[40 CFR The report shall in+dtJde ors evaluation of the antidpated quality and
NOTE:The rain inspection resets the required 7 calendar day ins ettion re uirement. 122.41(m)l31] effect of the bypass. Z U)
NOTE: SPREAD AGRICULTURAL LIMESTONE EVENLY OVERALL SEEDED AREASATA RATE OF P q y� p q (C} All datd used to complete the Notice of Intent and alder Inspection records shall be (d)Lnamicipateri WJ�fn 24 hvuf5,an oral Or efE CtronlC ndtEilCa t[on- O
OF 1.S TONS/ACRE. maintained for a period of three years after project completion and made available bypasses 140CFR + Widdn 7cafendurdays,a report that includesan evaluation of the
upon request. [40 CFR 122.411 122.41(m)(3)] quahty and effectol the bypass. �V/� X
(e)Noncnmpliancu + Within Z4hours,an oral orelectronic notifiratbon- w/ W
with the conditions + Within 7cafendardays,a report that contalnsa description of the
of this permit that noncompliance,and its causes;the period of noncompliance,
may endanger Including exact dates and times,and it the nancompriance has not
health or the been corrected,the anticipated time noncompliance Es expected to
envir❑oment[40 continue;and steps taken or planned to rleduze,eliminate,and
CFR 122.41(1}(7}) prevent rE6tcurrent2 of the nontnrrlpliante_(40 CFR 122.4111)(6).
• Division staff may waive the requirement for a written report on a
rase-by-case#oasis.
NORTH CAROLINA
Environmental Quality
JOB NO: J-30017.0000
DATENCGOI SELF-INSPECTION, RECORDIKEEPING AND REPORTING EFFECTIVE04/01/19 DRAWN: NSS17/23
DESIGNED: NSS
REVIEWED: JKS
APPROVED: JKS
SCALE: NTS
0
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