NCC241118_Site Plan or Location Map_20240412

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GENERAL CONDITIONS OF APPROVAL SHEET LIST TABLE
0 1. ALL PROPOSED AND FUTURE DEVELOPMENT WITHIN THE FLOODWAY OR NON-ENCROACHMENT AREA OR 11.PROTECTION OF EXISTING VEGETATION(UDO SEC.8.3): AT THE START OF GRADING INVOLVING LOWERING OF EXISTING SHEET NUMBER SHEET TITLE SITE DATA TABLE H
¢" FLOODWAY FRINGE AND NON-ENCROACHMENT AREA FRINGE,INCLUDING FILL,NEW CONSTRUCTION, GRADE AROUND A TREE OR STRIPPING OF TOPSOIL,A CLEAN,SHARP,VERTICAL CUT SHALL BE MADE AT THE EDGE CONSTRUCTION DRAWINGS FOR: 0001 COVER SHEET 0
SUBSTANTIAL IMPROVEMENTS,MANUFACTURED HOUSING,STORAGE OF MATERIALS AND STORAGE OF OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL - C002 GENERAL NOTES DEVELOPMENT NAME RIDDLE ROAD MECHANICAL
TOXIC OR FLAMMABLE SUBSTANCES,IS PROHIBITED EXCEPT AS PROVIDED BY APPUCABLE FLOOD MEASURES ARE INSTALLED.THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT - DEVELOPER KIRLIN-WAY MECHANICAL,LLC
o HAZARD REGULATIONS OF ADO SECTION 3.22 AND 8.4. FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF C100 EXISTING CONDITIONS AND DEMOLITION PLAN -
r C200 PHASE 1 EROSION CONTROL PLAN PIN/REID(AREA) MCCORVFY NC HOLDINGS LLC
THE TREE IN COMPLETE.NO STORAGE OF MATERIALS,FILL,OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED i I D D L E ROAD _ 0830535064/211301(5.44 ACRES)
THIS nFVFI OPMFNT WITHIN THIS SITE IS NOT LOCATED IN ANY SPECIAL FLOOD HAZARD AREAS OR WITHIN THE BOUNDARY OF THE PROTECTED AREA. C201 PHASE 2 EROSION CONTROL PLAN 0830539365/133751(0.4 ACRES)
E FUTURE CONDITIONS FLOOD HAZARD AREAS,AS SHOWN ON: 0830531054/133748(1.90 ACRES)
12.ADO SITE UGHTNG NOTE(UDO SEC.7.4): C202 EROSION CONTROL DETAILS
3,33 FIRM PANEL: 3720083000K - PROPERTY OWNER AND MCCORVEY NC HOLDINGS LLC
DATED:OCTOBER 19,2018 A. THE MAXIMUM ILUMINATON PERMITTED AT THE END OF A PROPERTY LINE SHALL BE AS SET FORTH BELOW. MECHANICAL 610 8
C203 EROSION CONTROL DETAILS ADDRESS WALLISVILLE ROAD
0 2. BUFFER AUTHORIZATION BY THE NORTH CAROUNA DIVISION OF WATER RESOURCES(NC DWR)IS WHERE A DEVELOPMENT IS UNIFIED WITH SHARED PARKING OR OTHER MEASURE SHOWN ON A SITE PLAN,THE C300 OVERALL SITE PLAN 610 WN,TX 77029 Z
MAXIMUM ILLUMINATION LEVELS SHALL APPLY ONLY TO THE EXTERIOR LOT LINES OF THE PROJECT(ANY ZONING IL(INDUSTRIAL LIGHT) 0
REQUIRED PRIOR TO CONSTRUCTION DRAWING APPROVAL.SITE PLAN CHANGES OCCURRING AS A C301 ENLARGED SITE PLAN 1n
RESULT OF ALTERATIONS NEEDED TO RECEIVE BUFFER AUTHORIZATION MAY RESULT IN THE NEED FOR INTERIOR LOT LINES SHALL BE EXEMPT FROM THIS PARAGRAPH). TER SUBURBAN C302 ENLARGED SITE PLAN 1) w
A SITE PLAN AMENDMENT OR A NEW SITE PLAN BASED ON THE SCOPE OF THE REQUIRED CHANGES. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A RESIDENTIAL ZONING STORM SEWERSHED NORTHEAST CREEK 1r
T_CANDLES.
C400 OVERALL GRADING AND DRAINAGE PLAN
2 IF A SITE PLAN AMENDMENT OR NE= CONSTRUCTION DRAWING APPROVALW
WCONTACT THE DURHAM CITY-COUNTY PLA NIINGSITE PLAN IS REQUIRED,IT MUST BEDDPEARTMENT AT 2) THE PRIOR TO DISRICT MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A NONRESIDENTIAL ZONING 2450 RIDDLE RD C4O1 ENLARGED GRADING AND DRAINAGE PLAN OVERLAY DISTRICT, 2502 RIDDLE RD, WATERSHED PROTECTOR N/A -
• 919-560-4137 TO DETERMINE IF A SITE PLAN AMENDMENT OR A NEW SITE PLAN WILL BE REQUIRED. DISTRICT IS 5.0 FOOT-CANDLES. C402 ENLARGED GRADING AND DRAINAGE PLAN STORMWATER REGULATORY JORDAN LAKE
°c 3. 100 FOOT WIDE UNDISTURBED STREAM BUFFER,MEASURED FROM TOP OF BANK,EACH SIDE OF 3) THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 2 380 RIDDLE RD DURHAM) C404 STORM PROFILES BASIN(WATERSHED)
FLOOD HAZARD FLOOD ZONE: X
• STREAM.NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE FOOT-CANDLES. STORM PROFILES FEMA FIRM(F 3720063000K EFF.10/19/2018
OF EXISTING VEGETATION PERMITTED,EXCEPT IN ACCORDANCE WITH NORTH CAROLINA 27703 C40
15A NCAC 026.233(6), B. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT-CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS C4065 GRADING AND DRAINAGE TABLE CURRENT USE VACANT INDUSTRIAL
• VEGETATION MANAGEMENT.NO STRUCTURES OR FEATURES REQUIRING GRADING OR CONSTRUCTION IN THE TABLE IN UDO SECTION 7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT'WITHIN - 0
• MAY BE BUILT WITHIN THE 10-FOOT STREAM BUFFER SETBACK.ANY USE ALLOWED BY SECTION 8.5.5 THE UGHTED AREA. C500 OVERALL UTILITY PLAN PROPOSED USE UGHT INDUSTRIAL SERVICE WITH ASSOCIATED Z
- OFFICE
o OF THE UDO SHALL BE DESIGNED AND CONSTRUCTED TO MINIMIZE THE AMOUNT OF INTRUSION INTO C. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF UGHTNG FIXTURES(FIXTURES DESIGNED TO INSURE PROJECT OWNER & CONSULTANTS - C501 UTILITY PLAN AND PROFILE EXISTING PARCEL AREA 7.90 ACRES
THE STREAM BUFFER AND TO MINIMIZE CLEARING.GRADING.EROSION AND WATER QUALITY THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND)SHALL BE 30 FEET ABOVE C502 UTILITY PLAN AND PROFILE PARCEL AREA AFTER±0.30 7.60 ACRES
° DEGRADATION. GRADE. C503 UTILITY PLAN AND PROFILE AC RIGHT-OF-WAY DEDICATION
r 4. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE NC DES,NC DWR,AND D. THE MAXIMUM HEIGHT FOR NON-DIRECTIONAL LIGHTING FIXTURES,WHICH ARE DEFINED AS FIXTURES DESIGNED TO DEVELOPER OWNER C504 UTILITY PLAN AND PROFILE BUILDING SQUARE FOOTAGE(S) OFFICE USE: 49,351 SF/FLOOR*2 FLOORS o
E THE U.S.ARMY CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND,SHALL BE 15 FEET ABOVE - INDUSTRIAL SPACE: ±27,226 SF L N O
KIRLIN-WAY MECHANICAL,LLC MCCORVEY NC HOLDINGS,LLC C505 UTILITY PLAN AND PROFILE PROJECT TOTAL 445,928 SF
ACTVITES IN OR NEAR A LAKE,STREAM,CREEK,TRIBUTARY,OR ANY UNNAMED BODY OF WATER AND GRADE.NON-DIRECTIONAL LIGHTING FIXTURES SHALL BE TRANSLUCENT OR HAVE BAFFLES TO PREVENT VIEWS OF 8000 BROWNLEIGH DRIVE A NORTH CAROLINA LIMITED LIABILITY COMPANY - PA
C506 UTILITY PLAN AND PROFILE ALLOWABLE BUILDING HEIGHT 50' 0
ITS ADJACENT WETLANDS THE UGHT SOURCE. RALEIGH,NC MINK 8610 WALLISVILLE ROAD
CONTACT: DOMINIC SUMMERS HOUSTON,TX 77029 - PARKING REQUIRED PARKING IS REQUIRED BASED CAI SECTOR 10.3.1 a E 1
5. PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY C507 UTILITY PLAN AND PROFILE
- E. UNDER-CANOPY LIGHTING SHALL BE RESTRICTED TO LIGHTING FIXTURES(INCLUDING LENSES)THAT DO NOT PHONE: [phone] PARCELS: 0830-53-50-6449, OF THE CITY OF DURHAM UDO
00 i w
▪ STRUCTURES CONSISTING OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY PROJECT BELOW THE BOTTOM OF THE CANOPY. EMAIL: DSUMMERSOKIRLINWAY.COM 0830-53-93-8546,0830-53-10-5438 C508 LIFT STATION GENERAL NOTES 1 SPACE/1,000 SF=46 SPACES
CODE SECTION 46-87. F. UGHTNG SHALL BE ORIENTED NOT TO DIRECT GLARE OR EXCESSIVE ILLUMINATOR ONTO STREETS IN A MANNER C509 UFT STATION MECHANICAL DETAILS MINIMUM TOTAL REQUIRED PARKING= < y,80 6. ALL SITE IMPROVEMENTS,INCLUDING LANDSCAPING,MUST BE IN PLACE PRIOR TO THE ISSUANCE OF THAT MAY DISTRACT OR INTERFERE WITi THE VISION OF DRIVERS ON SUCH STREETS. 46 SPACES _ o 0 0
THE CERTIFICATE OF COMPUANCE.CONTACT THE DURHAM CITY-COUNTY PLANNING DEPARTMENT SITE SURVEYOR LANDSCAPE ARCHITECT C510 LIFT STATION ELECTRICAL DETAILS MAXIMUM TOTAL ALLOWABLE PARKING= ^ < o 3 LI
13.THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY(BY USE OF PHOTOMETRIC SURVEY)PRIOR TO THE GSC SURVEYING KIMLEY-HORN AND ASSOCIATES,INC. 1.75*MINIMUM=80 SPACES
COMPUANCE STAFF TO SCHEDULE AN INSPECTOR.SITE COMPUANCE INSPECTION FEES MUST BE 4072 BARRETT DRIVE 2035 MAYWILL ST SUITE 200 C600 SITE PLAN DETAILS z w
CERTIFICATE OF COMPLIANCE BEING ISSUED.ALL OF THIS INFORMATION,INCLUDING DETAILS,WILL BE REQUIRED ON PARKING PROVIDED(INCLUDES 80 SPACES/45,928 SF UGHT INDUSTRIAL=
RECEIVED BY THE DURHAM CITY-COUNTY PLANNING DEPARTMENT PRIOR TO SCHEDUUNG AN RALEIGH,NC 27609 RICHMOND,VA 23230 C601 SCM DETAIL SHEET ACCESSIBLE PARKING) 1.74 SPACES 1000 SF >O N E`
INSPECTION.IF A RE-INSPECTION IS REQUIRED,AN ADDITIONAL INSPECTION FEE MUST BE RECEIVED BUILDING PLANS PRIOR TO ISSUANCE OF A BUILDING PERMIT. CONTACT: CHARLES H.SMITH,PLS CONTACT: ELIZA MACHEK,PLA - / x
▪ BY THIS OFFICE PRIOR TO THE RE-INSPECTION. 14.SAFEGUARDS DURING THE CONSTRUCTION,ALTERATION,OR DEMOLITION OF STRUCTURES SHOWN ON THIS SITE PLAN PHONE: [phone] PHONE: [phone] - C602 SCM PLANTING PLAN ADA PARKING REQUIRED(PER 80 TOTAL SPACES PROVIDED=4 ADA SPACES
EMAIL: ELIZA.MACHEK®KIMLEY-HORN.COM TABLE 1106.1 NC STATE REQUIRED w w N z
SHALL BE IN ACCORDANCE WITH CHAPTER 33 OF THE 2019 NORTH CAROUNA FIRE CODE AND NFPA241(2013 C700 STORM DETAILS
7. STREET TREES MEETING THE REQUIREMENTS OF UDO SECTION 9.6 SHALL BE PLANTED PRIOR TO THE - BUILDING CODE) S
ISSUANCE OF A CERTIFICATION OF COMPLIANCE,UNLESS THE PLANTING HAS BEEN POSTPONED IN EDITION). C701 STORM DETAILS ACCESSIBLE PARKING 3 ADA ACCESSIBLE PARKING SPACES Y rn
ACCORDANCE WITH THE REQUIREMENTS OF UDO SEC.9.11. GEOTECHNICAL CIVIL ENGINEER
s 15.FOR COUNTY SOIL AND EROSION CONTROL C800 UTILITY DETAILS PROVIDED 1 ADA VAN ACCESSIBLE PARKING SPACE 1n rn
o- GEOTECHNOLOGIES,INC KIMLEY-HORN AND ASSOCIATES,INC. - TOTAL 4 ADA ACCESSIBLE PARKING SPACES o u _.
0 8. YARD TREES MEETING THE REQUIREMENTS OF THE LIDO SECTOR 7.1.2C AND 6.8.2C SHALL BE A. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE 3200 WELLINGTON COURT 300 MORRIS STREET,SUITE 200 C801 UTILITY DETAILS - cs
PLANTED PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF COMPLIANCE,UNLESS THE PLANTING HAS OF A LAND-DISTURBANCE PERMIT. RALEIGH,NC 27615 DURHAM,NC 27701 - REQUIRED BICYCLE PARKING UGHT INDUSTRIAL I BIKE SPACE PER 20,000 SF • ®
L O z O
; BEEN POSTPONED IN ACCORDANCE WITH THE REQUIREMENTS OF UDO SEC.9.11 B. IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTIUZED,THEN THE DISTURBED AREA FOR THE SPOIL/BORROW CONTACT: MARK R.POTRATZ,P.E. CONTACT: SETH WARD,PE - L100 LANDSCAPE PLAN (2 MIN)=3 SPACES i
PHONE: [phone] PHONE: [phone] L101 LANDSCAPE PLAN TOTAL 3 BIKE PARKING SPACES REQUIRED a
E 9. TREE PROTECTION NOTE(UDO SEC.8.3): TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLACE AND PERMIT UNLESS THE SPOIL/BORROW SITE EMAIL: MPOTRATZIDGEOTECHPA.COM EMAIL: SETH.WARDOKIMLEY-HORN.COM -
N '° ANY DEMOLITION,LAND DISTURBANCE,OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDING ALREADY HAS A LAND-DISTURBANCE PERMIT. L200 LANDSCAPE NOTES AND DETAILS BICYCLE PARKING PROVIDED 6 BICYCLE PARKING SPACES PROVIDED
0 o WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH,AS FOLLOW: "NO TRESPASSING/TREE 16.SOLID WASTE CONTAINMENT CAPACITY AND COLLECTION FREQUENCY WILL BE SUFFICIENT TO PREVENT THE ILLEGAL EXISTING PARCEL IMPERVIOUS 0 ACRES _
PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARR LOS ARBOLES."
PLACEMENT OF TRASH AND RECYCLABLES. AREA
17.BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN,THE APPLICANT AGREES TO CONSTRUCT SAID PROPOSED PARCEL IMPERVIOUS 2.94 ACRES 111011r33.
j`0 10.ROOT PROTECTION ZONE(UDO SEC 8.3): EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF AREA 128,264 SF `' CQ
IMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY IN A MANNER THAT WILL ALLOW THEM ‘�Na.•.
o DIAMETER OF EXISTING TREES,OR SIX FOOT RADIUS,WHICHEVER IS GREATER.NO DISTURBANCE PERCENTAGE OF PARCEL 2.94 AC/7.60 AC=38.7% �Q,C -k G
U o TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT AND CITY OF DURHAM STANDARDS AND IMPERVIOUS AREA �`' ' O Q'J
,N d ALLOWED WITHIN THIS AREA.AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND Q P
POLICIES.THIS INCLUDES(WHERE APPROPRIATE)BUT IS NOT LIMITED TO: ADEQUATE TRANSITION TAPERS,ALIGNMENT REQUIRED YARDS 40'STREET YARD = T ��``��Gj�
y WARNING SIGNS. - ,r-C1 =
OF LANES THROUGH INTERSECTIONS,ASSOCIATED SIGNAL MODIFICATIONS,PAVEMENT MARKINGS,ASSOCIATED 20'REDUCED SIDE YARD(PER UDO 6.10.1.B.2b) _ �V C)
iS ° SIGNAGE,CURB AND GUTTER,COORDINATOR WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES.THE 12.5'REDUCED REAR YARD(PER LIDO l� C1, H
6.10.151.20 R�' <<�
° E APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITOR OF ANY ADDITIONAL RIGHT-OF-WAY F �I yL"..
j o ALLOWABLE BUILDING 4.55 AC(60%OF TOTAL AREA) .� O`
`o NECESSARY TO ACCOMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK CONSTRUCTOR. VIRGINIA COVERAGE �� ���TF� wF��x`��\\
'-w PROPOSED BUILDING COVERAGE 0.84 AC(11%OF TOTAL AREA)
a y PUBLIC WORKS CONDITIONS OF APPROVAL NORTH CAROLINA DISTURBED AREA ±5.49 ACRES Z 3 5- _
U ' 238,950 SF F- ro 3 m O_
O O Y
ml rc 1. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA-AS REQUIRED)SHALL SUBMIT THREE(3) 13.AT A MINIMUM,THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE , -' TREE COVERAGE AREA 10%PRESERVED TREE COVERAGE REQUIRED w O O =
o L, SETS OF CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS DEPARTMENT-DEVELOPMENT REVIEW FOR MINIMUM STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF DURHAM(CITY)REFERENCE 1113 oxFoRo .. 9` - *- PER UDO 8.3.1.0 0.76 ACRES REQUIRED7.60 ACRES SITE ATREE SAVE \ 1n
• REVIEW AND APPROVAL.CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING GUIDE FOR DEVELOPMENT(ROD)AND ANY LETTERS TO INDUSTRY(POSTED ON THE CITY'S WEBSITE) 02 ' - . PROPOSED TREE COVERAGE 0.76 ACRES/7.60 ACRES=10% O_W o ro Q o m
CONSTRUCTION(SEE CONSTRUCTION PLAN APPROVAL PROCESS).THE APPROVAL OF CONSTRUCTION THAT ARE IN EFFECT THE DATE CONSTRUCTION DOCUMENTS ARE FIRST RECEIVED FOR REVIEW BY THE OREENSBORO g vl Q, AREA =o Os w ' 3 m
., a DRAWINGS IS SEPARATE FROM SITE PLAN APPROVAL.CITY OFFICIALS SHALL REVIEW ALL SIZES, CITY. ul Rc • ZG /,�f I� Y p L.
r MATERIALS,SLOPES,LOCATIONS,EXTENSIONS AND DEPTHS FOR ALL PROPOSED UTILITIES(WATERLINES, 14.FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S)(SCM[S])REQUIRE THE USE PROJ� o Ru m t m o o
FIUME F0,0
3`a SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE SYSTEMS)FOR COMPUANCE WITH ALL OF STORAGE INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS.FOR EACH SCM, LOCATION ��, • °WAKE FOREST • jig
� '
APPLICABLE REGULATORY STANDARDS,SPECIFICATIONS,AND BEST MANAGEMENT PRACTICES. AS APPLICABLE,STAGE-STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE 310411� pJo ° 2. THE DESIGNING PROFESSIONAL(A NCPE,NCPLS OR NCRLA/NCPLA-AS REQUIRED)SHALL SUBMIT ONE REQUIRED.ALL TABULATED DATA INCLUDING CALCULATIONS SHOWING THE UMITING DISCHARGE, Ha0 &
WHETHER ORIFICE,WEIR,BARREL OR OUTLET CONTROL AS APPROPRIATE IS REQUIRED.HYDROCAD, _.
(1)SET OF AS-BUILT DRAWINGS TO THE PUBLIC WORKS DEPARTMENT-DEVELOPMENT REVIEW FOR aSHEBORO ��
a 2 REVIEW AND APPROVAL.AS-BUILT DRAWING APPROVAL IS REQUIRED PRIOR TO WATER METER HYDRAFLOW HYDROGRAPHS,AND PONDPACK ARE COMMONLY USED AND RECOGNIZED SOFTWARE :�
5 ° PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY ACCEPTED BY THE CITY. w
/° INSTALLATION AND/OR SANITARY SEWER SERVICE CONNECTION AND PRIOR TO ISSUANCE OF A 64 BARNER ° /LT
w "0 15.STORMWATER CONTROL MEASURE(S)(SCM[S])PERMIT FEE(S)AND EITHER A PAYMENT INTO THE curroN
CERTIFICATE OF OCCUPANCY. NIP 4
STORMWATER REPLACEMENT FUND OR THE PROVISION OF AN ALTERNATE SECURITY ARE REQUIRED FOR
S I a 3. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING 'SANFORD FUOUAY-VARINA IIP
=us APPROVAL PROCESS.TO SCHEDULE A FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA,COMPLETE ALL SCM(S)ASSOCIATED WITH THIS DEVELOPMENT.CONSTRUCTION OF THE DEVELOPMENT IS NOT I _ 4
/.n ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY STORMWATER T
THE APPLICATION AT I T • CO
Y HTTP://CODINETX.DURHAMNC.GOV/SITES/PUBUCWORKS/SITEPAGES/FIRE%20FLOW%2OREQUEST.ASPX. STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY.THE DESIGNER SHALL SUBMIT A SEALED 1
E o 4. IF A METER 2"OR LARGER IS PROPOSED,CONTACT WATER MANAGEMENT AT 919-560-4381 PRIOR TO ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE DEVELOPMENT PRIOR -
11 THE CONSTRUCTION OF THE METER VAULT TO VERIFY THE TYPE AND DIMENSIONS OF THE METER. TO APPROVAL OF THE CONSTRUCTION DRAWINGS IF A FINANCIAL GUARANTEE IN THE FORM OF _ , W
N `0 5. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.
N
;7 WATER MAIN INSTALLATION. 16.AN AS-BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S)(SCM[S]),PROVIDED BY /\ Durham County Erosion Control >
0
PROJECT LOCATION VICINITY MAP Approved 11/6/2023
`m 6. SEWER PERMIT FROM DURHAM COUNTY REQUIRED.CONTACT DURHAM COUNTY UTILITY DISVISON AT THE BMP CERTIFYING ENGINEER(BCE),IS REQUIRED.THE AS-BUILT CERTIFICATION SHALL BE NTS 1":750' 0
N c 919-560-9033. SUBMITTED IN ACCORDANCE WITH THE CITY OF DURHAM BCE PROGRAM,REFER TO SECTION 8.6,BMP NORTH [e-mail]
N m 7. A NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED. CERTIFYING ENGINEER PROGRAM FOR STORMWATER BMPS IN THE CITY OF DURHAM,OF THE REFERENCE U
o 8. A UTILITY M AINUNE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY. GUIDE FOR DEVELOPMENT.THE SCM AS-BUILT CERTIFICATION(S)SHALL BE APPROVED BY THE PUBLIC WORKS CONDITIONS OF APPROVAL CONTINUED
°' ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPUCATONS TO THE CITY ENGINEERING DIVISION. STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE OF ANY FINAL CERTIFICATES OF DURHAM SITE PLAN CASE NUMBER:D2300099
E 6 9. THE LOCATION OF SIDEWALKS SHOWN ON THIS PLAN IS SCHEMATIC.A CITY OF DURHAM AND/OR OCCUPANCY/COMPLIANCE FOR DEVELOPMENT,WITH THE EXCEPTION OF WHEN AN APPROPRIATE 23.STORMWATER CONTROL MEASURE(S)(SCM[S])DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH THE 517E PLAN/PREUMINARY PLAT
NCDOT ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION.AFTER OBTAINING THE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME DEVELOPMENT.WITH SUBMITTAL ALL SCM DESIGNS WILL BE REVIEWED AND APPROVED DURING THE CONSTRUCTION DRAWING SUBMITTAL PROCESS.IF,AT THE TIME OF
z 2 REQUIRED PERMITS,PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION
THIS PROVIDED CONSTRUCTION SECURITY,CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN BE ISSUED CONSTRUCTION DRAWING SUBMITTAL,IT IS FOUND THAT THE PROPOSED SCM(S)IS UNDERSIZED,NOT PROPERLY ACCESSIBLE,OR OTHERWISE Q
• OFFICE AT 560-4326 FOR A PRE-CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS. U z
INSUFFICIENT OR UNSUITABLE FOR THE SITE,IT IS THE RESPONSIBILITY OF THE APPLICANT TO ENSURE THAT THE APPLICABLE STORMWATER ORDINANCE
w g ON THE PROPOSED SIDEWALK 17.THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER REQUIREMENTS ARE MET.A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THE ORIGINALLY PROPOSED SCM(S)ARE FOUND J 0
° 10.A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION ON
° DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER CONTROL INSUFFICIENT,NOT PROPERLY ACCESSIBLE,OR UNSUITABLE AND ALTERNATIVE SCM(S)WTI ASSOCIATED EASEMENTS ARE REQUIRED J Q
PUBLIC RIGHT-OF-WAY.SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO CITY OF ENGINEERING U
N MEASURE(SCM).IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION 24.TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE FAMILY DETACHED,TOWNHOME AND DUPLEX RESIDENTIAL J
O L DEVELOPMENT REVIEW.AFTER OBTAINING THE PERMIT,PLEASE CALL CITY OF DURHAM ENGINEERING 0 J
CONTROL(S&EC)DEVICE,TO BE CONVERTED TO A PERMANENT SCM AT A LATER TIME,THE Q E
=
INSPECTION OFFICE AT 560-4326 PRIOR TO START OF CONSTRUCTION. DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS OR NCEEP,THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT UPON
o d PRECONSTRUCTION MEETING SHOULD BE SCHEDULED PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. Q Q U O
11. NCDOT DRIVEWAY PERMIT REQUIRE PRIOR TO CONSTRUCTION.CONTACT NCDOT AT 220-4750 FOR THE PURCHASE OF NUTRIENT CREDITS.IF A REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT,THE REVISED SITE Z
CALL 919-560-4326 EXT.30238 TO SCHEDULE THE REQUIRED MEETING A MINIMUM OF THREE
REQUIREMENTS. PLAN/PRELIMINARY PLAT WILL BE SUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PREUMINARY PLAT SUBMISSION. O U Z
BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER
12.ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION STOP, /�/ 0 <
PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL,ENGINEERING INSPECTIONS,ETC. PRIOR TO THE APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT,A LETTER/RECEIPT SHOWING THE PURCHASE OF THE NUTRIENT CREDITS FOR THIS ' Z W
° TURNING IT OFF AND CUTTING SERVICE LINE FREE FROM CORPORATION STOP.THE METER,IF PRESENT, DEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER IF APPLICABLE,SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL L.t� LL I
18.THIS PROJECT IS WILL DRAIN TO THE CITY OF DURHAM SEWER SERVICE AREA AND IS SUBJECT TO THE
SHALL BE RETURNED TO CITY OF DURHAM.PRIOR TO ANY CREDIT OR REFUND BEING PROCESSED THE W U
it CITY OF DURHAM REFERENCE GUIDE FOR DEVELOPMENT. DEDUCTIONS,IS TO BE PROVIDED TO THE STORMWATER DEVELOPMENT REVIEW SECTION CITY OF DURHAM 1 1 I < CL w
METER MUST BE RETURNED TO WATER MANAGEMENT DEPARTMENT AND THE METER NUMBER VERIFIED PUBLIC WORKS DEPARTMENT LLI Q
w 19.ALL SANITARY SEWERS SHALL BE IN ACCORDANCE WITH CITY OF DURHAM STANDARDS AND 1 c
AND CODED PROPERLY AS RETURNED.UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO APPROVED J = d C
o a SPECIFICATIONS. Q W
d BEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT.ANY EXCAVATION AS PART OF ABANDONING
EN INEERIN ' ` LL
UTILITIES WILL REQUIRE BACKFIWNG PER CITY OF DURHAM STANDARDS. 20.WHEN SIDEWALK RAMPS ARE PROPOSED: STORMWATER DATE v
0 m 13.ABANDONMENT OF SANITARY SEWER SERVICE ONES SHALL CONSIST OF EXCAVATING DOWN TO THE A. PROWAG STANDARDS ARE TO BE USED.SEE CITY OF DURHAM CURB CUTS DETAILS SPECIAL CONDITIONS OF APPROVAL TRANSPORTATION DATE Q W
E--F, SERVICE CONNECTION TO THE MAIN,CUTTING THIS CONNECTION AND INSTALLING A WATERTIGHT PLUG HTTP://DURHAMNC.GOV/DOCUMENTCENTER/HOME/VIEW/2114. DATE
✓: N 5
N IN THE MAIN.THE SERVICE LINE AND ALL CLEAN-OUT RISERS ON THE SERVICE LINE SHALL BE B. FOR RAMPS IN"TIGHT"EXISTING DEVELOPED AREAS WITH SMALL ROWS(DOWNTOWN,ETC.)IT IS DATE I..L L Z
• REMOVED.UTILITY SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY RECOMMENDED SPECIFIC RAMP DETAILS ARE NEEDED TO PREVENT CONSTRUCTION DELAYS.THE 1.PRIOR TO THE ISSUANCE OF A BUILDING PERMIT,DEDICATE 10'OF ADDITIONAL RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITE ALONG RIDDLE J
• CONSTRUCTION WORK FOR A PROJECT.ANY EXCAVATION AS PART OF ABANDONING UTILITIES WILL BURDEN TO MAKE IT WORK IS ON THE DESIGNING ENGINEER. ROAD.A COPY OF THE RECORDED PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION. C/ _
81REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS. 21.CONSTRUCTION PLANS FOR THIS PROJECT WILL NOT BE APPROVED UNTIL SYSTEM DEVELOPMENT FEES `�9�c - O_
3-E HAVE BEEN PAID. \ Q
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ALL CONSTRUCTION ACTIVITIES TO BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND SPECIFICATIONS. lJ
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NPDES GROUND COVER REQUIREMENTS Temporary Diversion Ditch Flow N
Temporary Skimmer Bottom '. NJ
REFER TO SHEET C202-C204 FOR EROSION CONTROL DETAILS,SEEDBED SITE AREA DESCRIPTION STABILIZATION TIME FRAME EXCEPTIONS Diversion Ditch# Basin# Wldth Q(cf5 Velocity Mannin sn LlnefT a Slope(%) N Q
PREPARATION,AND SEEDING SCHEDULE NOTES FOR BOTH PHASES. I 8 VP - , \ o
PERIMETER DIKES,SWALES, 7 DAYS NONE 1-A 1 1 4.76 3.94 0.03 Grass* 2.08 /\ a,1 i \\ \ \ \\ JBRL PARTNERS NO I ROCK PIL
ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE DITCHES,SLOPES `
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WITH THE DURHAM COUNTY EROSION AND SEDIMENT CONTROL UNIFIED HIGH QUALITY WATER 1-B 1 1 3.80 3.17 0.03 Grass* 2.02 / { lilvI * \ \� \\ PIN:1970 PG1 17
81
o DEVELOPMENT ORDINANCE/DESIGN MANUAL AND U.S.DEPARTMENT OF (HOW)ZONES 7 DAYS NONE /
\ DB PG 617® t Al
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AGRICULTURE REGULATIONS. IF SLOPES ARE 10'OR I N F / \ w
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14 DAYS ARE ALLOWED. Bermuda grass 1 1 o
REPRESENTATIVE PURPOSES,CONSTRUCT DIRECTLY ALONG THE SILT FENCE OWNER FRANMAR PROPERTIES OF \ $w\ 1 VEZ� __., PIN:08306305:: 'yarLIMITS WHERE APPLICABLE 7 DAYS FOR SLOPES Tall Fescue NORTH CAROLINA LLC / \ "u1' HJV18"RCP PB 1 T "SLOPES 3:1 OR FLATTER 14 DAYS GREATER THAN 50'IN _-, \LL ° ` FES-388.09 O NBahiagras5 PIN: 0830-53-45-5754 '� S \ - WOODS \J"- rr° SILT FENCE OUTLETS ARE TO BE PROVIDED ALONG ALL LOW POINTS OF SILT LENGTH LAND CLASS: IND/WHSE-STORAGE _ - / // \/I\ ':A�f\ ,I .,,� 8 _ I 5 _' I- O
Kentucky Blue Grass REID: 1335zo /`
FENCE AND AREAS WHERE RUNOFF MAY CONCENTRATE CAUSING DAMAGE TO ALL OTHER AREAS WITH NONE EXCEPT FOR / / /_ Jj, 01•` 1\ �� -'r - I 0"5° SILT FENCE. CONTRACTOR TO INSTALL OUTLETS AS NECESSARY TO ENSURE14 DAYS PERIMETERS AND HOW DB 8549 PG 976 - - i / G0�T- ���J R,m 1/ W U SLOPES FLATTER THAN 4:1 - / _-_,,,,,,,0),..I N'\ I ,�' • i' /- 0 5 SILT FENCE IS FULLY FUNCTIONAL THROUGHOUT THE DURATION OF ZONES. ZONING: INDUSTRIAL LIGHT(IL) i/ 6,^ i n' 0�-�_ �'% I /j'_ ,3 z LA
x CONSTRUCTION. DEVELOPMENT TIER: URBAN - - i rS \----(
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0 703D#3 FLOC LOGS ARE TO BE SUPPLIED BY APPLIED POLYMER SYSTEMS, - - CONTROL POINT I�_;�. 5`RC394A7' .' G L � /1611.='� '�/
INC.[phone].FLOC LOGS ARE TO BE SECURED USING STAKES AT _ - - N:803349.39 A - i( ° mF.-' ♦ %' � j �.' w
d SPECIFIED LOCATIONS ALONG ALL DIVERSION DITCHES.CONTRACTOR TO - - E:2035690.21 I l / = r \ -�� _ / `� /// •
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20'REDUCED SIDE YARD1 / :ice _ s \ 1{)\ L l L F J MCCORVE9T. C HOLDINGS LLC ,, T SILT FENCE(TYP.) J I Jji V-'' // .//7,, / TOTAL DRAINAGEAREA 4.88 AC
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10'PROJECT BOUNDARY BUFFER I( r - ,."") {,; �l / :} fJ l (� -.* / f ( / / / 1„Ilrrrrr
( S -1 J /\ , ( DB 9 P 533 / 1 I SEE DETAIL SHEET C202 </-'//r /.. / // II Tv 5-MIN
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ZONING: INDUSTRIAL LIGHT(IL) I I PB 36 PG 3 / 11\II{I� (N, } 10 ) TEMPORARY DIVERSION DITCH 1-B 1/ TEMPORARY DIVERSION DITCH 1-A A�� ,. I �j���!*' // VOLUME REQUIRED 19,260 OF �'�.rr T� wp ,..`���
DEVELOPMENT TIER: SUBURBAN v / �r1.� A /1 I r ,n J �" 7A„ SEE SHEET C202 FOR DETAIL 1 SEE SHEET C202 FOR DETAIL 389 ��IA- �/9-,*,4 . %�/-� VOLUME PROVIDED 55,010 CF or././
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//,yr !V� !`/ / ,/,, EMERGENCY SRLLWAV LENGTH 26.0 FT O rr) 3 m 0_
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RED 133754 20'PROJECT BOUNDARY BUFFER , \\�`� �, ��/� 387 � +- ;I'-\\ ��A�jj% / .// / / - O z
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/CLASS 1 RIP-RAP V A• PROPERTY LINE Tw3.0' SELF MONITORING AND INSPECTION NOTIFICATION v \A / ( ..- A)- :: .703#D Floc Cc(TYP.) / 0 0-
/` , ✓ THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO CL CLEARING LIMITSew-9.0' / // REQUIRE THAT PERSONS RESPONSIBLE FOR LAND-DISTURBING ACTIVITIES12
2. THICKNESS=24" { �A\ � .. X _ -� J// /l/ INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE SF SILT FENCE
L _ r // / /� THAT THE APPROVED EROSION AND SEDIMENTATION CONTROL PLAN IS BEING 1\ " � �/ // / TPF TREE PROTECTION ENCEW® I ��S ` ��� i f ,,I,,, J/ / ) / FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE INSPECTIONS
SILT FENCE OUTLET(TYP.)�"�A��3g� p g �� \ • Mq• / / %/ '� (� SELF-INSPECTION ULES REPORTSER AND 2DOCUMENTATISELF-MONITORING M REPORTS, OA SEDIMENT BASIN POROUS BAFFLES
t `
PHASE
NPDES
1 CONJTflUIrTION SEQUENCE / / v y �y " / / / COMBINED FORM IS NOW AVAILABLE. THE NEW FORM WAS DEVELOPED TO
:1, /'SKIMMER BASIN#1;T ISR SHEET)
T0. / ../ 12.5'REDUCED REAR YARD SATISFY THE REQUIREMENTS OF THE SEDIMENTATION POLLUTION CONTROL ACT - - - - - - DRAINAGE AREA UNITS
DESIGN TABLE(THIS SHEET)' \ ��- r) I� 4 / // W 1. OBTAIN AN APPROVED(STAMPED)SEDIMENT&EROSION CONTROL PLAN AND KEEP IT ON SITE,EITHER V FOR MORE INFORMATION\�85\ \�` 4 * / e r/\ / AND THE NPDES SAUGUSTTER PERMIT FOR CONSTRUCTION ACTIVITIES, NCG - -
IN THE INSPECTION BOX,CONSTRUCTION OFFICE,OR WITH THE CONTRACTOR. \\ \ \ �' ) // / 010000.BEGINNING AUGUST 1, 2013,THE DIVISION OF ENERGY,MINERAL,AND EXISTING CONTOUR�\. \�1 Z.�\ \\ �� t / LAND RESOURCES IS RESPONSIBLE FOR ADMINISTERING BOTH THE SPCA AND COC J Z
2. INSTALL TREE PROTECTION ENCING IN ACCORDANCE %MTH THE APPROVED SITE PLAN AND SUBMIT A \ WiAlp.F'i \ 0 CLASS 1 RIP-RA`
TREE PROTECTION FENCING CERTIFICATION FORM TO DURHAM COUNTY EROSION CONTROL OFFICE. (3)EVENLY SPACED BAFFLES(TYP-) \ \� �le, / Tv,,=3.0' / THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES,NCG 010000. 383 PROPOSED CONTOUR 0
3. SUBMIT DOCUMENTATION REQUIRED UNDER THE SITE NPDES STORMWATER PERMIT FOR CONSTRUCTION \ \ „\Nma `' / f//�/ A. THE COMBINED FORM SHOULD MAKE IT EASIER TO COMPLY WITH �/T
.is ACTIVITY( ) \\\\ \ \ \ �.,-,'\'Tdo\ � � /•'ram �/ .L =8.0' SELF-INSPECTION REQUIREMENTS. THE COMBINED SELF-MONITORING FORM IS OF� `
4. PRIOR TO NBEGINNING CONSTRUCTION,R CALLS THE INSPECTIONS
UGCOUNTY INSPECTOR (JONATHAN MCNEILL \ \ EMERGENCY SPILLWAY \\\\ •a / -1 /I/ // Bw-9A AVAILABLE AS A PDF AND WORD DOCUMENT FROM THE LAND QUALITY WEB CONSTRUCTION ENTRANCE
OWNER7 : TRAINING AND \ \ Q ,�J ''/ //// THICKNESS=24"
919-530-0503) TO SCHEDULE AN ON-SITE PRE-CONSTRUCTION MEETING. A PRE-CONSTRUCTION DISTRIBUTION CENTER LLC \\'\�\ \ I l \\\ j 4,..* 4%%/ A PLEASE CONTACTORTHE LAND UAUORG TS SECTION ATION IF NCDEQYOU HAVE REGIONAL OFFICE.QUESTIONS,
PIN: 0830521592 \\\\\ /
MEETING IS HELD ON SITE WITH THE GRADING CONTRACTOR AND/OR THE DEVELOPER TO REVIEW THE TS. LAND CLASS: COM/ SKIMMER DEWATERING DEVICE, �_ \ z../.7`�/ /%/G « / / ® SILT FENCE OUTLET
5. FOLLOW INSTRUCTIONS11
PERMITTED N ON CONDITIONAL APPROVAL LETTER AND OBTAIN A LAND DISTURBING PERMIT WHSE-STORAGE \\\\\\\\ ) /� �80\\� '1!/��/j/ 0*�//// /// fJ~/ MAINTENANCE NOTES:
REID: 133753 \\\\ \\ /(1\l \ •! 'e "> / / DURING THE DEVELOPMENT OF A SITE, THE DEVELOPER SHALL INSTALL AND
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FROM DURHAM COUNTY AND ENSURE TO POST THE ORIGINAL PERMIT ON-SITE. A LAND DISTURBING DB 8031 PG 601 \ \ \\\ \ \ { ��\� e„-fit'-//��/6/1/6/6„/ \ MAINTAIN ALL TEMPORARY AND PERMANENT STORMWATER CONTROL MEASURES 0 CONCRETE WASHOUT STATION
E PERMIT ISSUED SHALL BE PROMINENTLY DISPLAYED AT THE JOB SITE UNTIL ALL CONSTRUCTION IS \ \\\\\\ ) \ T.�\ \��-r //� /
COMPLETED, ALL PERMANENT SEDIMENTATION AND EROSION CONTROL MEASURES ARE REMOVED, AND ZONING: INDUSTRIAL LIGHT(IL) \\\\\\� !?I'
� \ /� //� Gj/ //^ I AS REQUIRED BY THE APPROVED PLAN OR ANY PROVISION OF THIS ARTICLE, ROCK CHECK DAM Q
THE SITE HAS BEEN STABILIZED AS REQUIRED. DEVELOPMENT TIER: SUBURBAN \\ \\\�\\ \ /'?I'\C\,NC iF') r kt /// �//- ///\ // THE ACT OR ANY ORDER ADOPTED PURSUANT TO THIS ARTICLE OR THE ACT. z
6. ENSURE MAINTENANCE OF EXISTING EROSION CONTROL MEASURE PRIOR TO INSTALLATION OF \\\\\� `Z4 RB ) °A 10� ///. 1/ 7 AFTER SITE DEVELOPMENT, THE DEVELOPER SHALL INSTALL AND/OR MAINTAIN U
PROPOSED EROSION AND SEDIMENT CONTROL MEASURES. \�\ 1�JN 3 >Z (� / / - / )I ALL NECESSARY PERMANENT STORMWATER CONTROL MEASURES SPECIFIED IN
( ( // / ✓ J I / SKIMMER J O
'CLASS B RIP-RAP /' THE APPROVED PLAN, EXCEPT THOSE MEASURES INSTALLED WITHIN A ROAD
7. INSTALL THE TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION ENTRANCE, \\\\\\\\ Ir/ / / q OR STREET RIGHT-OF-WAY OR EASEMENT ACCEPTED FOR MAINTENANCE BY A , C_
SILT FENCES, SILT FENCE OUTLETS, AND CONCRETE WASHOUT STATIONS) AS SHOWN ON THE \ i�\\�LUbI II /%� ,r// Tw=15.0' / U
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F\ _ / OBLIGATIONSUNDER ARTICLE\ J TERMINATE THE ORIGINALS DEVELOPER'SPERMITTS THIS COUNTY
8. INSTALL THE TEMPORARY DIVERSION DITCHES, ROCK CHECK DAMS, SLOPE DRAINS, BYPASS PIPING, \\ �, R /� Bw=17.5' / 01
THE PROPOSED SKIMMER BASINS AND ASSOCIATED BASIN EROSION CONTROL MEASURES (SKIMMER, \„O\\� / //. "''�J THICKNESS=22" / UNTIL SUCH TIME AS A REPLACEMENT IS APPROVED BY THE COUNTY J J =
/ / ///� /. .• ENGINEER, OR DESIGNEE, THE ORIGINAL DEVELOPER SHALL INCLUDE IN THE O 703 FLOC (1 EC
EMERGENCY SPILLWAY,POROUS BAFFLES,FILTER FABRIC, ETC.)AS SHOWN ON THE PLAN AND DETAIL CONC. 5VB ' / / OWNER: NORRIS FAMILY INVESTMENTS F #D LOG D'
FL 38511 / // /- / / DEED CONVEYING THE PROPERTY NOTICE OF THE EXISTENCE OF THE C'/ U
SHEETS AND AS SPECIFIED IN THE SKIMMER BASIN TABLES. { II{��� i• �/�i / LLC
Ei 9. IF A STOCKPILE IS NECESSARY DUE TO EXCAVATION OF THE SEDIMENT TRAP/BASIN,PLACE A DOUBLE // * 1 /j/j j' / ///-//�'/ PIN: 0830528623 STORMWATERINTAINANDCONTROL MEASURES AND THE PURCHASER'S OBLIGATIONS TO z
ROW OF SILT FENCE AROUND THE PERIMETER 10 FEET APART. TREES AND GROUNDCOVER MAY BE j ' /���i i// / ///% / LAND CLASS: VACANT INDUSTRIAL MAINTAIN INSPECT THEM AND TO OBTAIN A PERMIT AND OTHERWISE 0 U Z
REMOVED ONLY AS NECESSARY FOR THIS STOCKPILE.IF MATERIAL IS GOING TO BE HAULED OFF-SITE, CONC.
FLUM k//,,* �..- / /////\ DBI9343 PG 5 DETAILS SHEET FORCOMPLY%MTH THE T ADDITIONARMS OF LHMAINTENANCE IS ARTICLE. REFER
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A SEPARATE EROSION CONTROL PERMIT MUST BE OBTAINED FOR THE DESTINATION OF THE MATERIAL / // //// rl 7 Q
IF IT IS NOT DOES NOT ALREADY HAVE A LAND DISTURBANCE PERMIT. // _ // % %//�%�/ // ////j� \// ZONING: INDUSTRIAL LIGHT(IL) THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR L
10. MEASURES.LIMIT CLEARINGEROSION LAND
CONTROTURBIL ASURESG W SHALL BE RESTORED TY TO THE AREA NECESSARY
ORIGINALTALL THE DIM DIMENSIONS PERMITTED
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SEDIMENT ACCUMULATES TO 50% OF DESIGN DEPTH. INSPECT AND REPAIR EROSION CONTROL ✓i j/j 0-//////J / %/////� INSPECT CONDITION CONSTRUCTION
SURFACE ROADS
DRESS AND PARKING
AREAS NEW GRAVELO ASIALLY FOR
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MEASURES AFTER EVERY RAINFALL EVENT OF 1/2" OR GREATER OR EVERY SEVEN (7) CALENDAR J/i/�P�V //v%) / jj/�' / CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND J y W C
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DURHAM INSPECTION. A N P RF PERFORMED THE \ / /
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11. CALL DU M COUNTY TO SCHEDULE A SITERESITE INSPECTION INSTALLED
E E 0 ED BY // ) P. /
i/ 1 // VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING EL EROSION CONTROL INSPECTOR TO ENSURE THE REQUIRED DEMCES ARE INSTALLED CORRECTLY BEFORE /�i�j�4" ,r�' I / 366Y�//�///�� r' / AREAS SHOULD BE TREATED IMMEDIATELY. Q
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12. FOR PHASED EROSION CONTROL PLANS,CONTRACTOR SHALL MEET WITH EROSION CONTROL INSPECTOR ���/��/#617. // 3E7/35�////�)/1//\ 2.SIIT FENCE:
L PRIOR TO COMMENCING EACH PHASE OF EROSION CONTROL MEASURES. UPON APPROVAL OF THE j�j j j // // (I I pI/ici-Mcp / JJ INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH /�/ 5 I
EROSION CONTROL SITE INSPECTION, COMMENCE PERMITTED LAND DISTURBING ACTIVITY SUCH AS j��/J�/ 7 2 I \- F,).86l. I N�///� / RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE I,J� L Z
CLEARING, GRADING, AND DEMOLITION ALL WHILE MAINTAINING THE INSTALLED APPROVED EROSION /////// I SURVEY INFORMATION FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME
CONTROL MEASURES. THE EROSION CONTROL INSPECTOR WILL INSPECT THE SITE PERIODICALLY ///�/ / -N\I ' G //l J/%/J TOPOGRAPHIC AND SURVEY INFORMATION FOR RIDDLE
PROPERTHROUGHOUT THE CONSTRUCTION WORKING ORDER. PERIODIC
ROCESS TO INSPECTIONS OENSURE
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CONTINUE CONTROL
UNTIL ALLDEVICES
ARE IN WORK IS /.//// // /J to$1,./#//', /� /�11, PREPARED FORROAD IS D KIIRLIN OFF HWAY MECHANICAL SBYUASC} NECESSARINEFFECTIY TO REPLACE
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/ // / / / /' / II �•4, % SURVEYING ON 02 07 2022. RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID 0 25 50 100 , 1311.
COMPLETE AND THE SITE IS STABILIZED. i / ' y// /// / 111)UI V ufli / / UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING IY
✓ 13. PRIOR TO REMOVAL OF EROSION CONTROL MEASURES, CALL THE DURHAM COUNTY INSPECTOR TO ( / / // // // / /////)/4.•--a5 MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO I II I NORTH \�/ 0
E SCHEDULE A MEETING. A MEETING IS HELD ON SITE WITH THE GRADING CONTRACTOR AND/OR THE / I / (/ (// // %f�/�d�/I GRADE AND STABIUZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS
14. REFER TODEVELOPER TO C201 REVIEW THE P PHASE 2 EROSIONTCONTROLD I PLANNTS.FOR PHASE 2 OF THE CONSTRUCTION SEQUENCE. r I I ///\)//�//r/ / ///i/i%/�I7(IIIIII / BEEN PROPERLY STABIUZED. SHEET NUMBER
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° ALL EROSION CONTROL MEASURES SHALL BE CONSTRUCTED IN ACCORDANCE / \ \ \ -- PIN: 0830631981
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2. PROVIDE ALL DISTURBED AREAS WITH GROUND COVER AFTER COMPLETION OF ANY PHASE OF j / /////� / // - UNTIL SUCH TIME AS A REPLACEMENT PERMIT IS APPROVED BY THE COUNTY - Q ~
CONC.��. / / j OWNER: NORRIS FAMILY INVESTMENTS Lt
CLEARING, GRUBBING, OR GRADING. THE SEEDING, SEEDBED PREPARATION, MULCH AND/OR ROLLED FL 38511 I\I //j /- G / / ///�I LLC ENGINEER, OR DESIGNEE. THE ORIGINAL DEVELOPER SHALL INCLUDE IN THE Q Q U O
EROSION CONTROL PRODUCT INSTALLATION MUST BE IN ACCORDANCE WITH THE SEEDING SCHEDULE { 1�qy J� „,,,,,3
/j/ % / /// / PIN: 0830528623 DEED CONVEYING THE PROPERTY NOTICE OF THE EXISTENCE OF THE Z
PROVIDED IN THIS PLAN SET. j/'// i /'//� / -./ / ///�//'/ LAND CLASS: VACANT INDUSTRIAL STORMWATER CONTROL MEASURES AND THE PURCHASER'S OBLIGATIONS TO 0 U W 2
3. INSTALL THE REMAINING PROPOSED STORM DRAINAGE SYSTEM AND INLET PROTECTION. CONC.FLUM ..,j%j//�i/,// / //�/ REID: 133752 MAINTAICOMPLYN'MTHDTHESPECT THEM TERMS OF THISND TO ARTICLE.BTAIN REFERATO THE AND OTHERWISE CONTROL /v O
4. USE PIPE INLET PROTECTION ON ANY OPEN TRENCHES AT DAYS/WEEK END IN ORDER TO PREVENT FL 386.61/ / / ///" �$/// / / \ / DB 9343 PG 5LL
- OFFSITE SEDIMENTATION. ( / %j/ j�jj/- ///// ZONING' INDUSTRIAL LIGHT(IL) DETAILS SHEET FOR ADDITIONAL MAINTENANCE NOTES. z
6. INSPECT
CONTRACTOR SHALLA INSPECTEK D ALL AFTER
EVERY
ANDINFALL SEDIMENTNT.CONTROL DEVICES EVERY SEVEN (7) ///J/ //%///�( // ////%/ _/ / DEVELOPMENT TIER: SUBURBAN THE FOLLOWING ITEMS WILL BE CHECKED IN PARTICULAR NSTRUCTION ENTRANCE W < W w
CALENDAR DAYS AND AFTER EVERY RAINFALL EVENT. DAMAGED OR INEFFECTIVE DEVICES SHALL BE <, ��� �y �//�j//J/ // /�///��' 1.COINS INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR J T <
REPLACED IMMEDIATELY. ////%///y/r�I1 �/ /// ///j�� CONDITION OF SURFACE. TOP DRESS WITH NEW GRAVEL AS NEEDED. y w
0. 7 REMOVAL OF ANY. COORDINATE 1 EROSION CONTROLMEASURE.COUNTY ALL T •RIP RAP D ISHALLON QBER REPLENISHED OL OFFICE PAS•NECESSARY \R TO THE I j/� ��//l1/l)n 1,////� SH / /�/�/ SEDIMENCHECK TATIONOAD HES AND
RUNOFF-PRODUC RUNOFF-PRODUCING AREAS
RAINS. MAINTAIN AND 0 ALL
AND FREE OF SEDIMENT. /�i 4r 366Y� ///// / r / 0 U EL
• 8. AT THE CONCLUSION OF LAND-DISTURBING ACTIVITY, TEMPORARY OR PERMANENT VEGETATIVE COVER �� T' I %///DITCJA %////'' r / VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT PRODUCING W
SHALL BE INSTALLED. //j jj/�/ / �➢IL 3Cy7/35��//S2 I//\ / AREAS SHOULD BE TREATED IMMEDIATELY.
c 9. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABIUZED COMPLETELY,CALL THE DURHAM ////// 4N' // (I1I I/i CH/ // /J W
COUNTY SEDIMENT AND EROSION CONTROL OFFICE FOR INSPECTION. /j %/�//I p.•nI(P��1 FI,�88�. y/ ///�/ 2.SII T FENCE: Z
.6 10. IF THE SITE IS APPROVED, REMOVE ALL TEMPORARY EROSION CONTROL DEVICES. SEED OUT OR i/j // Z I / / I y/j// / SURVEY INFORMATION INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH
STABILIZE ANY RESULTING BARE AREAS WITH PERMANENT VEGETATION. ��j-,// V(-, - %/ �/l////J� TOPOGRAPHIC AND SURVEY INFORMATION FOR RIDDLE RAINFALL MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE
'-N FABRIC OF A SEDIMENT FENCE COLLAPSE,TEAR,DECOMPOSE,OR BECOME J Q
11 ACSECIUMULATEDMENT BASIN
SEDIMENT 1 TO FROM E CONVERTED
BASIN•AND GRADE STORMWATER
ASNEC SSARY DETENTION
TO BASIN.
ACHIEVE REMOVE
REQUIRED // / // I� SIaI`// // /� /�l31 PREPARED FOR KIRLINROAD IS BASED OFF TMWAYE XISTING MECHAN CAL LQLCSBYUGSCY INEFFECTIVE, REPLACE IT IMMEDIATELY. REMOVE SEDIMENT DEPOSITS AS GRAPHIC SCALE IN FEET / r _
.. DIMENSIONS AND IMPROVEMENTS ACCORDING TO THE PLANS. REFER TO C601 DETAIL SHEET AND / / / /j//// /// //11I�1 �� SURVEYING ON 02/07/2022. RAINNE SAND YTO REDUCE TO PROVIDE
PRESSURE ON THE FENCE.TE STORAGE .TAKE CARE LUME FOR TTO AVOE ID 0T 25 50 100 NO, 8�'. D
o LANDSCAPE PLANS FOR ADDITIONAL INFORMATION AND REQUIRED PLANTINGS. // // ( / ��/// ._a5 UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING I�"H `\ / 0
E 12. REMOVE ALL
SEDIMENTATION MEASURES STABIUZATION FROM THE DURHAM COUNTY I //// / // /��/�/%II/'• MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO H ��
/(I/�/r/ / ////lll�I l GRADE AND STABILZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS SHEET NUMBER
/,L, / ,�1r%�//(l`I / BEEN PROPERLY STABIUZED. Know what's below.
Call before you dig. C201

Y
(n CO
17
I wi0ienanw Steel Fence Poet N LU
Notes: 1.Wmova eediwnt when belt of tee I.gre Fence O Q
n loping aaanwa ar cnannwla a slaw w1a y r te r le DC YAx �1 ].Rep1a se needed Le wauro titer Fah., \ O
2.evuw CMLwmeoleoe epclnq Mtwwn rime placwe CM tow of CM upetwem dem dwaar.y -
e the eowetreem dee(eaa dlss.e alox). HaNwro Cloth On Ground
MigM1t a wads eatetmawe by wasting tepgraphy ar aaeawnt ateraga •° 5\LT FENS H
i. iwnt ecc:aule on[rw MhiM chwek tlemw Co prwwnt aew9w to I� Fitter a1 1-Diameter z
wgeteclan.Plaxtehoula M emlntelrod through CM dem. ,y,MN. 1 I I I/ - FLOW OF WATER WDehed Store -1 L,1
Y Mnnel F s wpm.sra.R 1 1 1 1 1 1 / CAME OR mcwpo ONTO 2.114•WELDED WIRE
//._. o
cuss B wwsP�� ' ••�:�,:s• <7 FLEW I ` 1• \ META Rum Ouuu Es a Bury Hire Fence and Hardware Cloth
f II O
_ \ �I�1••� •r s 3 I LTw. RESSTANT(BEACH)awn U SECTION Z O
\.' • .,.,.. c°' \ °A'EODwxLRT SECURED TO WIRE 4n'eo 8eo S o8 0 ,n
_1_I� MAXIMUM SPACING �B .:.'! .g i:' Z) j4:e.-L To INCREASE STORAGE G 009*AND w/reMET UPS DR WIRE AT B DST a� �gB e oDSoo Se0 Sao Sao gg9m'�8a��e Z
sll�lll]11 I11?1 _ _- I, •To•' •I PROLONG ENERALLY LIFE OF THE ADVISABIE TOSILT DIG A NCE,IT aOBeo O gP
'oa a N
Sao ea O
11.e111z11_ SEDIMENT PR IN FRONT OF THE SILT 8 ga O
FENCE WHENEVER PossIBLE. •
MAX.aEPMENT STORAGE LEVEL.REMOVE 60 ee0 ea W
A AND B ARE AT EQUAL ELEVATIONS �/ SEDIMENT WREN THIS LEVEL IS REACHED OR
CROSS SECTION •///0i. As DIRECTED g00
0000 I;a Cl
1-e !// 8a0'me o00 oBeO 8e0 e0 O II
ce
O 0
MN.I i q �� H.
AMP tOONRLL z RW/gDL.
a ,3,d_h m . .� . •• 63''° SHEET DRAINAGE(ONLY) SIN Fence ... .. ... .......
0 • `• PLAN
O,, Nag yA.• •,• Mt' nLTER nmx NATURAL GRADE
u' rob .fj a• WJ 11' = = comfy Ix-OF FABRIC ono TRENCH. I' E
nluNRuII=R no
E ,_11= 11 II,E=E, x�y�xJf_1u- q II=11 II II II II=11- I I Y I N U
/I[I:RII IIII IEII.IIIIKIII.II. I I 1
II 11 R II'U9i1 CARRY g'OF WIRE INTO TRENCH.
RI it MAl Hi li II W U
P. �,n.RR 11*II Ilmmmmmmmll®®®■mlllmmmmml!lmmmmm111m®Im®mli1A 0 o
NEW.POMP AT,MOO MAX. I ®immilmmmll®®®■mili®m■mmlllmmmm■mllmmlm®®Ii1F a
PLAN M mlulmmidlemd mmlmmml!r = U !I
a;mmml111mm ImmmlmliR o
s o laommmmmmm : mmmmmmllBE
NOT TO SCALE NOT TO SCALE ■!mmmmmmm mmmmmml!1/ a o Y o
mlmmCmmmC CmmmCmlllT
U a =0.�9: EROSION CONTROL DETAIL '',T.',° EROSION CONTROL DETAIL lllmmllmm mllllll!0. p o3LL
[!Er DURHAM COUNTY,NC TEMPORARY ROCK CHECK DAM 1E0 ENGD Go P R'LACFNT TEMPORARY SILT FENCE �1®®��o4mm 1! /� z w ,�
ENGINEERING DEPARTMENT 2L 1 '
o Io ,.)2
rc ° Dzrow COco-s RET. w:on SF_S Top of Silt Fence Muel FRONT VIEW A^ ' ? N M
M at Least 1'Above W w w U
O o° the Top of the Washed \ N z
Stone `Bury Mrs Fence, Y
., ante:Fabric N
s rWx steel Fente Poet se,MaH.z
ApaH cloth In Trench rc, m rn
NOTES:APPLICABLE AT ALL POINTS OF _ WARBLE AS 1 ENo rc�-
or NOTES: INGRESS&EGRESS UNTIL SITE IS - , �CA,�'O, ■ ®CV o
s 0. RAILROAD BALLAST OR SURGE STONE SHALL STABILIZED, FREQUENT CHECKS OF •,•l, TREE PROTECTION AREA o
T BE USED.PAD TO BE SO'L X 20'W X 8a THE DEVICE AND TIMELY p'•;•*.. C;•::::::R:jl I OUR
ry o a
o F D AT A MINIMUM. MAINTENANCE MUST BE PROVIDED. L•0•Res 10111
DD xDT ExTER I;:••••'•''.jI wD COUNO ERDOSIUREIAM IONN COL•NOTRV OL DETAIL SILT FENCE OUTLET
n a ' 1 111.•.177)GC,i TY,NC
ENGINEERING DEPARTMENT
b.TURNING RADIUS SUFFICIENT TO ,e
ACCOMMODATE LARGE TRUCKS IS TO BE —.. �,ee,J DATE ID
N 02/09 SF3
,ri1 PROVIDED. L slq _ '1r ��ry "' IIElllloo
IIII + �H CA• ,C,
j i C. ENTRANCE(S)SHOULD BE LOCATED TO Sol.5ARw0ML r.we mn0.0 - IT OSCOOix'BRSTM„ E • �•••• Co
PROVIDE FOR MAXIMUM UTILITY BY ALL H k = IIII_ POLY BARRICADE MSC MAD. 1 j'' 'C. •
U ` CONSTRUCTION VEHICLES. E Dd L e RHO,» n - �\, CO _
p y' S a, Dotes _ t. �
LQj ° d.MUST BE MAINTAINED IN A CONDITION tyV' H t----
q FRONT VIEW 1* s — O ea.iclw gran.wc M prnwiaed a a..�.ar,Inaw OG, �E WHICH WILL PREYENi TRACKING OR A • F II'L''
ti_ TREE PROTECTION AREA G �!•�•,��Q\��0DIRECT FLOW OF MUD ONTO STREETS. H wPERIODIC TOPDRESSING WRH STONE ���`• se,. O0 MOT ENTER Sn.p.aL wPera:y mwrsien.onw a wwe we afar Awry C1 ///IMIO
rc ysj�ti, J- A.ra;n ale
SILL BE NECESSARY; KEEP SOME HANDY. •ire i s xw.aa.t.ly remaw..aiwnL tram tM aw aa.a ana r.p.ir
`.��1101 000i-. kNy WARNING SIGN DETAIL tM alwr.fan r1aw. z v4•41 Gzwtully check outlets end mekw tlwly repel:...needed. t7 3 3 I-
Lunen the area protected is pwrmwemtly stabilised,remove U N Ul Y
O O rc O.ANY MATERIAL WHICH STILL MAKES IT ���w�.•�., t SIDE VIEW NOTES:
'fill' ~��� • �• siege ane CM ehewwl Lo b1W x1a tlu wtural grove ONTO THE ROAD MUST BE CLEANED UP �� ��,�����u��E/N�•���• .tsseieLEITERS ID BE 3•404 M.. aEpi'EOBLE MI''r1pBR0p55.51).y1°"L apprapraamr as......1t o 0 w\ TO
ii IMMEDIATELY. . N��: L�i���i IR*uEa l.wl
3 g or e? �!���i�0 •• i;., / Pxa.ol,d 55E5.w,eE sd.Pre PROTEenox a'UN) o TO a p 'm
6-MIN ���+•j• i• CAA. cepppppr Q w
i �e.•.0•4R�.j�i;,:• a .sw.r.w Bo L.ew rmc exorzcrw.w50.0005.1.r,EREwrvL gyp. p U i� 3
Awr..saws IMY w aauKB SEAM cx ACTUAL MO rovlrws.
a .oF [ rc S p p
N ''�' �T ,P-MIN U
4 t ., Are Art•Pr••"`•
y1
O R RAILROAD BALLAST OR SURGE STONE • de lo.ANole. SLOPE 2:1
ProhlbMo ERNnr W. - /
Ww in= _L NATURAL GROUND
p« OR FILL OR CUT A If O
ce a NOT TO SCALE WARNING SIGN DETAIL SLOPES n• COMPACTED FILL �/
▪ ° EROSION CONTROL DETAIL BERM Et
Y e coE'iu'v °o°,„;; EROSION CONTROL DETAIL 1
DURHAM COUNTY,NC CONSTRUCTION ENTRANCE DURHAM COUNTY,NC
�e ENGINEERING DEPARTMENT °AiE m �% TREE PROTECTION DETAIL �,e MIN ,�tiD" z
a a Rev: I DATE CE-E ENGINEERING DEPARTMENT DATE m \
a - J ` OM, TP.1
M O
U
n o C C DITCH
N 18•MIN Z W
12 MIN \- I/FLOW
ut•� 1 STAKES h 1 t r 1 O
m _�_�mG: n.eded ranrem ar..
J ''^^
..'• .,11` 1 l l l 1p l l l l lllllllll llliMP. O
% -. ml ml ml ml c. BERM/DRDH
J N000 W Q•
D Y tA9. - ^
'ra.a.a...e..o•w.a.+.A--..�m .. - CRATE o w_"
K,`_ EIS WASHED STONE
(1/4'TO 1/2.GRID OPENING) Immmmmmm1•••••l GRATE Z
Z
J
O o MIRE MESH CONCRETE BLOCK mow... V REYWAL FROM J::ep•L : ::wn = k ......._ t, , p .. 0 � NOT TO SGIE J =
era,..:.v ..m 1
CC
O.WPlew 9rew1 sed wPeir vise mesh• \i�_ .L�..V i•,:,.•' .:. FILTER BAG J Q I-w ...CC a ro.trlat..d>emat frem • j_,,__11 A 1110 nn ^ _
L = 1 . aa.x
DATE ID
__ IR�„. •�v::x:,:,`+:.`-::,•t DUMP LOOPS "••
o n. �P --I� - N N N E i N �, EROSION CONTROL DETAIL DIVERSION DITCH DETAIL ` < (•) O
I�� DURHAM CDEPAR NC
''l 'i >i
ENGINEERING DEPARTMEN7 OE DD. 0
Z Z Y DROP INLET4. I I/ C) Q
'STIR GRATE
�.( II Z aW U
GTCH BP4H—
E o • °O I /05 I OUTLET
W < Q Lu
w � 1 � J I w2
o a SPECIFIC APPLICATION: ^
>-
m THIS METHOD OF INLET PROTECTION IS APPUCABLE WHERE HEAVY `..i Q U a
e o ROWS ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS W
Y L NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE SECTION INSTALLATION §j
N NOT TO SCALE NOT TO SCALE n/ 2 Z'
T°�" EROSION CONTROL DETAIL BLOCK AND GRAVEL T��(„�•;^, EROSION CONTROL DETAIL LL —
�•O DURHAM COUNTY,NC D LX.O DURHAM COUNTY,NC CATCH BASIN INLET PROTECTION J Q
I y1 ENGINEERING DEPARTMENT STONE INLET PROTECTION D T .D L1C�-J. ENGRVEERING DEPARTMENT
DATE ID
ax ae D,1 �' _
/ RK.. I .f. I D
3°« O
m E
C202
a'

}
m co
In
ui
NJ
N
\ W
N H
HUB END ON OUTLET END B...-10
SECTIONS.SPIGOT END ON
KEY/ANCHOR MATERIAL AT INLET END SECTIONS.
;iv
3 12"MIN.SPACING TYP.• TOP OF SLOPE. b
r I
• /:ii� z
E 36"MIN.SPACING TYP.R NOTFFj E . P
1 0
%T 1. LAY BLANKETS LOOSELY AND STAKE OR STAPLE TO MAINTAIN DIRECT �i\ O
4r ,�j/� CONTACT WITH THE SOIL.DO NOT STRETCH. J
/" �� O co
STEEL BACK ROD _I F1 Z
2. •DIMENSIONS SHOWN ARE MINIMUM,MANUFACTURED PRODUCTS MAY HAVE Z O
ADDITIONAL REQUIREMENTS THAT MUST BE MET. Z
1'MIN. B-...-1 8w 3. SLOPE SURFACE SHALL BE FREE OF ROCKS,SOIL CLODS,STICKS,GRASS.
MAT/BLANKETS SHALL HAVE GOOD SOIL CONTACT. PN L oz cc
LA
4. THE DETAIL SHOWN IS FOR SLOPE MATTING. FOR CHANNEL OR PIPE O
/��.' OUTFALL MATTING SPECIFICATIONS,PLEASE REFER TO NCESCPDM STANDARD
"Iir
#6 w
" / 6"OVERLAP IN SLICE .17 AND MANUFACTURER'S GUIDELINES.
/ NATURAL GRADE I-
/ / 5. ALL MATTING TO BE ERONETTM S150®EROSION CONTROL BLANKET OR N
/\/ APPROVED EQUIVALENT.
V/�/�// -II RIP-RAP I� 0
II NON-WOVEN GEOTEXTILE FILTER CLOTH FABRIC
4'ABOVE SOURCE WATER,IF REQUIRED
E KEY/ANCHOR TO TOE OF SLOPE. 4"g5 WASHED STONE L <i N
LAYER OF FILTER FABRIC N
PROFILE (SECTION B-B) 0 w z o
TEMPORARY MATTING O
N.T.S. KHA DETAIL NO:01.1 05.R01 = 0 =n',
a SIZING CHART < o
F° PLOWPAIMOED 8"x2WHITE" BLACK LETTERS STONE STONE o o
Wo o I� 10BMIN. ""I 05• CONCRETE HTSTRUCTURE O( )L (Fh (�) P(FT) QIN THICKNESS DIAMETERIN) SCL SS VELOCITYE F )) Z >>3 L-
SEEDBED PREPARATION LAG
▪g �� �� scREws , WA6MOUT ° FES-1 31.86 7.50 15 17.50 30 22 6 B 6.49 0 "'
I ei W HPn
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP 0-1 71.59 6.00 8 10.00 24 12 3 A 22.79 w w
° OVER ADVERSE SOIL CONDITIONS,IF AVAILABLE. II 61DE. M FRONT N z
LINED 11EtlL _ VIEW Y 00 m
o- 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH. Plr
o G I I SUMP �/// \%� n NOi
N 0 z
w; 3.) REMOVE ALL LOOSE ROCK,ROOTS,AND OTHER OBSTRUCTIONSI '\ \\ '� oN rc�-
c° LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. I ® NOTES ■ 0 41
'''/''
; 4.) APPLY AGRICULTURAL LIME,FERTILIZER,AND SUPERPHOSPHATE I ��' WOOD3"2 POS 1.THE LENGTHS OF THE RIP-RAP APRONS WERE DETERMINED BY USING THE NEW YORK DOT ® Ox
N d UNIFORMLY AND MIX WITH SOIL(SEE BELOW*). L-- - - POSTS o 0
DISSIPATOR METHOD,AS OUTLINED IN SECTION 8.06 OF THE NCDENR EROSION CONTROL MANUAL. O
B "CONCRETE CONCRETE WASHOUT 2.RIP-RAP APRONS DESIGNED FOR FULL FLOW CAPACITY M
j°0 5.) CONTINUE TILLAGE UNTIL A WELL-PULVERIZED,FIRM WASHOUT'SIGN SIGN DETAIL
REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. PLAN VIEW (SEE NOTE 2)
T c WITH SEEDING EQUIPMENT OREPARED CULTIPACKEDBED AFTERAND SEEDING.R SEED LIGHTLY NOTES:
SANDBAGS(TYP.) Il Wlilll.l�.
a o OR STAPLES 1. END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF \\\\CA• ,c,-
7.) MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. \ / AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT e.• -� /
HEIGHT. ��•Q0�•QQ'JO ;
°i- 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR 10 MIL. PIT SUMP 2. THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF "e,r047\� �
a 5 SHOULD TUBE OVER 60%GS WITHIN EDAMAGEDG REESTABLISH SEASON,IF POSSIBLE.
FOLLOWING IORIGINAF L LIME, PLASTIC LINING THE RECEIVING CHANNEL.THE AREA TO BE PAVED OR RIP-RAPPED SHALL BE _ T��9 CL 8 ;
u ° FERTILIZER AND SEEDING RATES. SECTION B-B UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE = Q (lL �•�"
ml E (FLUSH)WITH THE SURFACE OF THE RECEIVING CHANNEL THE APRON SHALL HAVE A FO J I WP
t'.
9.) CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT NOTES CUTOFF OR TOE WALL AT THE DOWNSTREAM END. .`ii TH �Q\.�
0 7 AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 1.ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD. O
2.A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30'OF THE TEMPORARY 3. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF 001;10,0�\\\
m APPLY: AGRICULTURAL UMESTONE-2 TONS/ACRES(3 TONS/ CONCRETE WASHOUT FACIUTY. THE RECEIVING CHANNEL
ACRE IN CLAY SOILS) 3.MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE Z 3 U- I
2 rc FERTILIZER-1,000 Ibs./ACRE-10-10-10 REMOVED FROM THE SITE AND DISPOSED OF OR RECYCLED. 4. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1. r O to3 TO 0- V
SUPERPHOSPHATE-500 Ibs>/ACRE-20%ANALYSIS 4.HOLES,DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE w O NO O rn Y
MULCH-2 TONS/ACRE-SMALL GRAIN STRAW TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED,REPAIRED,AND 5. ALL SUBGRADE BELOW THE STRUCTURE TO BE COMPACTED TO 95%OR GREATER. O N u>
3 '2. ANCHOR TO PREVENT EROSION. 0 co ANCHOR-ASPHALT EMULSION ID 300 GALS./ACRE 5.PIT CAPACITY IS MINIMUM OF 6 CUBIC FEET PER 10 CUBIC YARDS OF CONCRETE. 6. THE PLACING OF FILL EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL d N H G m SHALL NOT BE ALLOWED. a o\ o
o "o CONCRETE WASHOUT STATION 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE I 0>OT 5 o 00
a N.T.S. KHA DETAIL NO:01.102.RO1 PERMITTED. 0 O O cL.
W N O O U
MAINTENANCE NOTES:
v DATE TYPE PLANING RATE IEGICEI SFFORFD PREPARATION IN GENERAL ONCE A RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND
j a 6. COMPLETE GRADING BEFORE PREPARING SEEDBEDS,AND INSTALL ALL NECESSARY INSTALLED IT REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED 1
>.-E.0 JAN.1 -MAY 1 RYE(GRAIN) 120 LBS/ACRE PIEDMONT 1. TILL OR DISK THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF FOUR EROSION CONTROL PRACTICES SUCH AS,DIKES,WATERWAYS,AND BASINS. PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH J
0
o INCHES. GROWTH MAY BE NEEDED IN SOME LOCATIONS.
7. IF SOILS BECOME COMPACTED DURING GRADING,LOOSEN THEM TO A DEPTH OF 6-8
JAN.1 -MAY 1 ANNUAL LESPEDEZA(KOBE) 50 LBS/ACRE PIEDMONT 2. REMOVE STONES LARGER THAN THREE INCHES ON ANY SIDE,STICKS,ROOTS AND OTHER INCHES USING A RIPPER,HARROW,OR CHISEL PLOW.
w ° EXTRANEOUS MATERIALS THAT SURFACE. CONSTRUCTION SPECIFICATIONS:
p 7 MAY 1 -AUG.15 GERMAN MILLET 40 LBS/ACRE PIEDMONT 8. THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABUSHMENT UNDER 1. ENSURE THAT THE SUBGRADE FOR THE FILTER AND RIPRAP FOLLOWS THE REQUIRED Ct
° 3. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS,ADD pH MODIFIER AND NORMAL CONDITIONS,AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE UNES AND GRADES SHOWN IN THE PLAN.COMPACT ANY FILL REQUIRED IN THE
y 2 MAY 1 -AUG.15 SMALL-STEMMED SUDANGRASS 50 LBS/ACRE PIEDMONT FERTIUZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT.IF THERE IS NO SOIL CONDITIONS. SUBGRADE TO THE DENSITY OF THE SURROUNDING UNDISTURBED MATERIAL LOW
AUG.15-DEC.30 RYE(GRAIN) 120 LBS/ACRE PIEDMONT TEST REPORT,FOLLOW SOIL AMENDMENTS BELOW. AREAS IN THE SUBGRADE ON UNDISTURBED SOIL MAY ALSO BE FILLED BY INCREASING
E n - 4. RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER.THE FINISHED GRADE SHALL SOIL AMENDMENTS: THE RIPRAP THICKNESS. Z (n
n DEC.1 -APR.15 RYE(GRAIN) 120 LBS/ACRE COASTAL PLAIN BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE,UNIFORMLY FINE TEXTURE. 0 ��++J))
a 5. EVENLY APPLY SEED USING A CYCLONE SEEDER(BROADCAST),DRILL,CULTIPACKER LATE WINTER THROUGH SUMMER: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2. THE RIPRAP AND GRAVEL FILTER MUST CONFORM TO THE SPECIFIED GRADING LIMITS
DEC.1 -APR.15 ANNUAL LESPEDEZA(KOBE) 50 LBS/ACRE COASTAL PLAIN 2000 LB/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 SHOWN ON THE PLANS. _
n " SEEDER,OR HYDROSEEDER.SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH FERTILIZER. /C„J\\
, APR.15-AUG.15 GERMAN MILLET 40 LBS/ACRE COASTAL PLAIN DEEP,AND GRASSES AND LEGUMES NO MORE THAN i INCH.BROADCAST SEED MUST BE 3. FILTER CLOTH,WHEN USED,MUST MEET DESIGN REQUIREMENTS AND BE PROPERLY
o AUG.15-DEC.30 RYE(GRAIN) 120 LBS/ACRE COASTAL PLAIN COVERED BY RAKING OR CHAIN DRAGGING,AND THEN LIGHTLY FIRMED WITH A ROLLER FALL: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2000 LB/ACRE GROUND PROTECTED FROM PUNCHING OR TEARING DURING INSTALLATION.REPAIR ANY DAMAGE
OR CULTIPACKER.HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER(CELLULOSE) AGRICULTURAL UMESTONE AND 1000 LB/ACRE 10-10-10 FERTILIZER. BY REMOVING THE RIPRAP AND PLACING ANOTHER PIECE OF FILTER CLOTH OVER THE
n ° MULCH. DAMAGED AREA.ALL CONNECTING JOINTS SHOULD OVERLAP SO THE TOP LAYER IS
o r FEB.15-MAY 15 RYE(GRAIN) 120 LBS/ACRE MOUNTAINS-ABOVE 2500 FEET ABOVE THE DOWNSTREAM LAYER A MINIMUM OF 1 FOOT.IF THE DAMAGE IS W
FEB.1 -MAY 1 RYE(GRAIN) 120 LBS/ACRE MOUNTAINS-BELOW 2500 FEET MULCH EXTENSIVE,REPLACE THE ENTIRE FILTER CLOTH. O
'8v NOTES: APPLY 4000 LB/ACRE STRAW.ANCHOR STRAW BY TACKING WITH ASPHALT,NETTING,OR 0
FEB.15-MAY 15 ANNUAL LESPEDEZA(KOREAN) 50 LBS/ACRE MOUNTAINS-ABOVE 2500 FEET 1. CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FOR ADDITIONAL A MULCH ANCHORING TOOL A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED 4. FRIPRAP ILTER. MAY BE PLACED BY EQUIPMENT,BUT TAKE CARE TO AVOID DAMAGING THE
FEB.1 -MAY 1 ANNUAL LESPEDEZA(KOREAN) 50 LBS/ACRE MOUNTAINS-BELOW 2500 FEET INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. AS A MULCH ANCHORING TOOL
c _ THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; 5. THE MINIMUM THICKNESS OF THE RIPRAP SHOULD BE 1.5 TIMES THE MAXIMUM STONE O
MAY 15-AUG.15 GERMAN MILLET 40 LBS/ACRE MOUNTAINS OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. DIAMETER.
2. THIS SEEDING SCHEDULE IS FOR EROSION AND SEDIMENT CONTROL ONLY.SEE MAINTENANCE
z _ MAY 15-AUG.15 SMALL-STEMMED SUDANGRASS 50 LBS/ACRE MOUNTAINS LANDSCAPE PLAN FOR FINAL SEEDING. LATE WINTER THROUGH SUMMER: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. 6. RIPRAP MAY BE FIELD STONE OR ROUGH QUARRY STONE.IT SHOULD BE HARD,
°' AUG.15-DEC.15 RYE(GRAIN) 120 LBS/ACRE MOUNTAINS 3. THE CONTRACTOR SHALL PROVIDE GROUND COVER ON DESIGNATED AREAS AND SLOPES RESEED,FERTIUZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. ANGULAR,HIGHLY WEATHER-RESISTANT AND WELL GRADED. W
V o GREATER THAN 3:1 WITHIN 7 DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING. FALL REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY.TOPDRESS WITH 50 7, CONSTRUCT THE APRON ON ZERO GRADE WITH NO OVERFILL AT THE END.MAKE THE
4. CONTRACTOR SHALL PROVIDE GROUND COVER IN 14 DAYS ON ALL OTHER AREAS LB/ACRE OF NITROGEN IN MARCH.IF IT IS NECESSARY TO EXTEND TEMPORARY COVER TOP OF THE RIPRAP AT THE DOWNSTREAM END LEVEL WITH THE RECEIVING AREA OR
FOLLOWING COMPLETION OF ANY PHASE OF GRADING. BEYOND JUNE 15,OVERSEED WITH 50 LB/ACRE KOBE(PIEDMONT AND COASTAL PLAIN) SLIGHTLY BELOW IT.
o OR KOREAN(MOUNTAINS)LESPEDEZA IN LATE FEBRUARY OR EARLY MARCH.
tt I 5. PERMANENT GROUND COVER FOR ALL DISTURBED AREAS SHALL BE PROVIDED WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS(WHICHEVER IS SHORTER)FOLLOWING
8. ENSURE THAT THE APRON IS PROPERLY ALIGNED WITH THE RECEIVING STREAM AND
Qz
z PREFERABLY STRAIGHT THROUGHOUT ITS LENGTH.IF A CURVE IS NEEDED TO FIT SITE
o ° COMPLETION OF CONSTRUCTION. CONDITIONS,PLACE IT IN THE UPPER SECTION OF THE APRON. U
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F, "0 9. IMMEDIATELY AFTER CONSTRUCTION,STABILIZE ALL DISTURBED AREAS WITH J Q
o TEMPORARY SEEDING SCHEDULE AND SEEDBED VEGETATION. >
w PREPARATION RIP-RAP APRON AT FLARED END SECTION 0 J J
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N.T.S. KHA DETAIL NO:01.104.R01 N.T.S. KHA DETAIL NO:03.205.R02 Q Q 0 O
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>, Date. SECTION E:GROUND STABILIZATION Page: Z
GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE z
E Required Ground Stabilization Tlmetrames I WITH THE NCG01 CONSTRUCTION GENERAL PERMIT
Implementing the details and specifications on this plan sheet will result in the construction o
Stabilize within O
thla many calendar Timehame vartaflona activity being considered compliant with the Ground Stabilization and Materials Handling - V
Site Area Description sections of the NCG01 Construction General Permit(Sections E and F,respectively).The
days after ceasing pemrittee shall comply with the Erosion and Sediment Control plan approved by the delegated
land disturbance _ 0 CO
authority having jurisdiction.All details antl specifications shown on this sheet may not apply Z
(a)Perimeter dikes, depending on site conditions and the delegated authority having jurisdiction, C- O
wales,ditches,and T None Z
(71
perimeter slopes EARTHEN STOCKPILE MANAGEMENT O
V bd
(b)(HOgh Quality Water 1. how stockpile locations on plans.Locate earthen-material stockpile areas at least 50 w
(HOW(Zones t None oat away from storm drain Wet Shown ent besins,perimeter controls and Z
CC
urface waters unless it can be shown no other alternatives are reasonably available, O
If slopes10 eel or woo in length N
(c) Slopes steeper are days 2. rolecl stockpile with silt fence installed along toe of slope with a minimum offset of five O
than 3:1 7 and are not steeper than 2:1,14 set from the toe of stockpile. CC
are allowed 3. rovide stable stone access point when feasible. w
.7 days for slopes greater than 50' 4. tabil'u:e stockpile within the timeframes provided on this sheet and in accordance with IN
In length and with slopes steeper t e approved plan and any additional requirements.Soil stabilization is defined as
Than 4:1 egetafive,physical or chemical coverage techniques that will restrain accelerated
)d) Slopes 3:1 t0 4:1 14 .7 days for perimeter dikes,swales, rosion on disturbed soils for temporary or permanent control needs.
y e
Zones perimeter slopes and HOW
Zones HERBICIDES,PESTICIDES AND RODENTICIDES
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-10 days for Falls Lake Watershed
1. Store and apply herbicides,pesticides and rodenticides in accordance with label Z
-7 days for perimeter dikes,swales restrictions.
, 2. Store herbicides,pesticides and redeticides in their original containers with the label,
(e) Areas with slopes 14 ditches,perimeter slopes and HOW which lists directions for use,ingredients and first aid steps in case of accidental
a flatter than 4:1 Zones poisoning.
-10 days for Falls Lake Watershed 3. Do not store herbicides,pesticides and rndenticides in areas where flooding is possible
1, unless there is zero slope or where they may spill or leak into wells,slormwater drains,ground water or surface O
E groan Alter the anent cessation of construction activities,anywits tam water If a spill occurs,r aten area immediately.site
U
perm areas temporary 4. DO not stockpile theca materiels onsite. z E OU
ground stabilizationtn shall be converted to0calendar
permanent ground she last lan di turbi asZ
artctity. ebutrro rasedlonger than celllbearaaya after thelast land nrg O w Z0
activity.Tempararystacctlstabilizationrtadin shall bepermanent
roa rendersnnerlo the 1.POLYACRYLAMIDESSelect
(PAPAS)r appropriate
ponateoLANTS O
surface stable against accelerated erosion until permanent ground stabilization is 1. Select gfrom his that are appropriate la the soils being exposetl during construction, Q
achieved. selecting from the NC DWR List of Approved PAMS/Flocculenfs. U
2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures. in [1.1
o
GROUND STABILIZA710N SPECIFICATION 3. Apply flocculanis at the concentrations specified in the NC OWR Lisf oiApprovetl �E N
J ° PAMS/Flocculenfs and in accordance with the manufacturer's instructions. 4 O Y O
Stabilize As on of the sufficientlye so that rein will not dislodge the 4. Provide din for containment of treated Stomlwatar before dischaoffsite. ^ O 00 3 j
F o I.Use one y the ili techniques in the table below: Pon g area nt cg o
Temporary Stabilization Permanent seed Stabilization 5. Storended by s in leak-Prcolaicontainers uct are kept under storm-resistant cover or < 3
O o_ � •Tempos ed coveretl Permanent grass aced covered with straw surrounded by secondary containment structures. Z 00 Temporary Sassse or other mulches and tackifiers - H
with straw or other mulches EQUIPMENT AND VEHICLE MAINTENANCE O jM_
end roseedln. 'Geotextile fabrica such as permanent soil
I- Hytlroceetling reinforcement marling 1. Maintain vehicles and equipment to prevent discharge of fluids. A N w
•Rolled erosion control product 'Hydroseeding 2. Provide drip pans under any storetl equipment. W w i- Z
'° or without temporary grass •Shrubs or otherpertnacent plantings 3. Identify leaks and repair as soon as feasible,or remove leaking equipment from the -1
seed covered blith mulch Prof - 5,I
.Appropriately canoed straw or 'Uniform and evenly distributed ground cover on 4. Collect all spent fluids,store in separate containers and propertydisposehazardous p.u. penPara as Y
N'' other Plastimulchsheen �Strruucture:methods such to restrain asconcrete, waste(recycle when possible(. E M _
O other mulch rig N
w-- asphalt or retaining wells 5. Remove leaking vehicles and construction equipment from service until the problem N
•Rolled erosion control produce with grass has been corrected. O K v
seed 6. Bring used fuels,lubricants,coolants,hydraulic fluids and other petroleum products to t ® 0 Z
%� O d
m.1 seed
recycling or disposal center that handles these materials. O
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U ° NORTH CAROLINA
N }'d E^.,.q^ma^talQggNty NCG-01 GROUND COVER
Nc _I ❑IIIIIIII/.
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2. F I1....••:
Date: .r, ', ,\'
c PART II,SECTION G,ITEM(4) \Q /TH �P
ce DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUT /full I11111t\
o _ Sediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn down for maintenance or close out unless this is infeasible.The circumstances in which it is not
'Tr ill feasible to withdraw water from the surface shall be rare(for example,times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met: Z 2S } _
E rc (a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which ft will occur.The non-surface withdrawal shall not commence until the ESSC plan authority has approved these items, U O N 3p o Il y
(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III,Section C.Item(2)(c)and(d)of this permit. LI 5O 0 1
(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin.Examples of appropriate controls include properly sited,designed and maintained dewetering tanks,weir tanks,and filtration systems 0
N
3 I 0 (d) Vegetated no
,upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet M the dewatering treatment devices described in Item(c)above, d N CO Q f0 m
(e) Velocity dissipation devices such as check dams,sediment traps,and riprap are provided at the discharge points of all dewatering devices,and t0 O o
O a (f) Sediment removed from the dewatering treatment devices described in Item(c)above is disposed of in a manner that does not cause deposition of sediment into waters of the United States. _ w 3
0 a y 0 p U
PART III PART III PART III vl o o U
SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING SELF-INSPECTION,RECORDKEEPING AND REPORTING
o - SECTION A:SELF-INSPECTION SECTION B:RECORDKEEPING SECTION C:REPORTING
oSelf-inspections am required during normal business hours in accordance with the table 1.E&SC Plan Documentation 1.Occurrences that Must be Reported
below.When adverse weather or site conditions would cause the safety of the inspection The approved ESSCplan as well as anyapproved deviation shall be kept on the site.The Permitlees shall report the following occurrences: J
O.- personnel to be In jeopardy,the inspection may be delayed until the next business day on pProv p 0
cm which it is sale to perform the inspection.In addition,when a storm even)of equal to or approved MC plan must be kept up-to-date throughout the coverage under this permit.The (a) Visible sediment deposition in a stream or wetland.
vu o greater than 1.0 inch occurs outside of normal business hours,the self-inspection shall be following items pertaining to the MC plan shall be kept on site and available for inspection at (b) Oil spills if:
performed upon the commencement of the next business day.Any time when inspections all times during normal business hours. They are 25 gallons Ofmore,
%o were delayed shall be noted in the Inspection Record. • They are less than 25 gallons but cannot be cleaned up within 24 hours,
Inspect Frequency Inspection records must include: Item to Document Document Requirements ' They cause sheen on surface waters(regardless of volume).or H
Y (during normal • They are within 100 feet of surface waters(regardless of volume). Z r
a business hours) Initial and date each E&SC measure on a copy of v/�
J
(1)Rain gauge Daily Daily rainfall amounts, (c) Releases of hazardous substances in excess of reportable quantities under Section 311 O J
the approved ESSC plan or complete,date and
4_ maintained in If no daily rain gauge observations are made during weekend (a)Each E&SC measure has been installed and Mion re rt Nat lists each ESSC of the Clean Water Act(Ref:40 CFR 110.3 and 40 CFR 117.3)or Section 102 of CERCLA
good working on holiday periods,and no individual-day rainfall information is dose not significantly deviate from the locations, sasurenshsown on they rovetl ESSC Ian.This (Ref:40 CFR 302.4)or G.S.143-215.85. `
n u order available,record the cumulative rein measurement for those tlimeaiona and relative elevations shown on the me documentation is required upon the initial (d) Anticipated bypasses and unanticipated bypasses, ( 1
o 01 unattended days(this will determine if a site inspection Is approved E&SC plan. installation of the E&SC measures are modified
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ili
nestled).Days an which no rainfall occurred shall be recorded (e) Noncompliance with the condition of this permit that may endanger health or the
after initial installation.
as Zero.'The permit.the may use another rain-monitoring environment.Tiwni.
Cl `o device approved by the Division. (b)A phase of grading has been completed Initial and date a copy of the approved MC plan 2.Reporting Timeirames and Other Requirements
_ (2)E&SC At least once per T 1.Identification of the measures inspected complete,date and sign an inspection report to After
g quiremen
orb Measures calendar days and 2.Dale and Time of the inspection or
completion of the construction phase. After a permutes becomes aware of an occurrence that must be reported,he shall contact the O
within 24 hours of 3.Name of the person performing the inspection appropriate Division regional once wflhin the m and in accordance with the other Q
O 7, a ran event z 1.0 4.Indication of whether the measures were operating properly (c)Ground cover is located and installed in Initial and date a copy of the approved E&SC plan requirements listed below.Occurrences outsideide normal
may
business hours may also be reported
inch in 24 hours. 5.Description of maintenance needs for the measure accordance with the approved ESSC plan. complete,date and sign an inspection report to to the Department's Environmental Emergency Center personnel at(800)858-0368. '^
or
compliance with approved ground cover C J J
m 6.Description,Evidence,and date of corrective actions taken Occurrence Reporting n 24 Name(After Discovery)and Other Requirements -
E (3)Slormwater At least once per 1.Identification of the discharge oudalls inspected pecificetions. (a)Visible •Within 24 hours,an oral or electronic notification. O
discharge calendar days and 2.Date and Time of the inspection (d)The maintenance and repair requirements for Complete,date and sign an inspection report. sediment •Within 7 Calendar Days,a report that contains a description of the
zoutt8lls(SDOs)within 24 hours of 3.Name of the person performing the inspection all MSC measures have bean parfoeatl. deposition in a sediment and actions taken to address the cause of the depceition.
a rain event z 1.0 4.Evidence of indicators of slormwater pollution such as oil stream or wetland Division staff may waive the requirement for a written report on e case-
' m inch in 24 hours. sheen,floating or suspended solids or discoloration by-case basis.
5.Indication of visible sediment having the site •If the stream is named on the NC 303(d)list as impaired for sedimenl-
4 0 6.Description,Evidence,and date corrective actions taken (e)Corrective actions have been taken to E&SC Initial and date a copy of the approved ESSC plan related caused,the permittee may be required to perform additional
(4)Perimeter At least once per T If visible Sedimentation is found outside site emits,then record measures. or complete,date and sign an inspection repo)to monitoring.inspections or apply more stringent practices if staff
of Site calendar days and of the following shall be made: Indicate the completion of the connotive action.
E within 24 hours of 1)Actions taken to dean up or stabilize sediment that has leftf determine that additional requirements are needed to assure
include iMormetion about the dale,time,nature,volume and location
O vent a 1,0 the site limits pliance with the federal or state impaired-waters conditions.
K 1) rain n e 2.Additional Documentation to be Kepton Sits (b)Oil spills and •Within 24 Hours,an oral or electronic notification.The notification shall Q
Z rich in 24 hours. 2)Description,Evidence and date of corrective actions takenZ
3)An explanation as to the actions taken to control future In addition to the E&SC plan documents above,the following items shall be kept on the release o U
�U0 o releases site and available for inspectors at all times during normal business hours,unless the hazardous of the spill or release.
(5)Streams or At least once per T If the stream or wetland has increased visible sedimentation or Division provides asfte-specific exemption based on unique site conditions that make substances per J Cr
O ° wetlands calendar days and has visible increased turbidity from the construction activity,then this requirement nil practical: item 1t per Dove• J Q
matte or whom 24 hers of a record M the following shall he made: (c)Anticipated •A report at least ten days before the date of the bypass,if possible. U
° bypasses[40 CFR The report shall include an evaluation of the anticipated quality and
w offsite(where rein event a 1.0 1)Description,Evidence and dale of corrective actions taken (a) This General Permit as well as the Certificate of Coverage,after it is received. J
accessible) rich in 24 hours, 2)Recortls of required reeds to the apProprate Division 122.41(m)(3)] effect of the bypass. 0 J S
Regional Office per Part III,Section C.Item(2)(a)of this permit (b) Records of inspections made during the previous twelve months.The permittee shall (tl)Unanticipated •Within 24 Hours,en Orel or electronic notification 'l ~
°i (6)Ground p 1.The phase of grading(installation of perimeter ESSC record the required observations on the Inspection Record Form provided bythe Division bypasses[40 CFR •Within 7 calendar days,a report that includes an evaluation of the Q Q Lt
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ci 6 Stabilization ofleradeth here measures,clearingand grubbing,installation M storm or a similarwire phe ions.Use 122A1(m)(3)] quality and effect of the bypass.
otg tling. , n 9 9 inspection form that includes all the required elements. of -- Z
Measures drainage facilities,completion of all land-disturbing activity, shown to provide a tole records in lieu of the hehrequired paper copies will he allowed if (e)Noncompliance •Within 24 Hours,an oral or electronic nonfiction O U lY
construction or redevelopment,permanent ground cover). shown to rovide equal access and utility the hard-copy records. with the conditions •Within T calendar days,a report that contains a description of the O Q
2.000mentative that the required ground stabilization P qua y as py recor of this permit that compliance,and its causes;the period M noncompliance,Including l.L
measures have been 3.Documentation to be Retained for Three Years
measu provided within the required tlmehanw may endanger dates and limes,end if the noncompliance has not been
assuranceor that they will be provided as soon as possible. All data used to complete the e-NOI and all inspection records shall be maintained fora period health or thecorrected,the anticipated time noncompliance is expected to continue:
o a NOTE:The rain inspection resets the equired 7 calendar dayt. of three years after project completion and made available upon request.[40 CFR 122.41] environment[40 tl steps taken or planned to reduce,eliminate and prevent /r Q
K pec inspection requirement. \`
CFR 122.41(Q(T)1 reoccunence of the noncompliance.[40 CFR 122.41(1)(6).
Q a •Division staff may waive the requirement fora written report on a case- 1 T W G
J 1 G
I 1 by-case
0 U Et Q
S NORTH CAROLINA NCG-01 SELF INSPECTION �0 w a
lit � Environmental Quality LJ� Z
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