NCC223808_Site Plan or Location Map_20221114

GENERAL CONDITIONS OF APPROVAL
1. THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS
SHOWN ON FIRM PANEL 0850 DATED OCTOBER 19, 2018.
2. STREET TREES MEETING THE REQUIREMENT OF SECTION 9.6.4 OF THE UDO SHALL BE PLANTED BEFORE
CERTIFICATE OF OCCUPANCY IS ISSUED, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH
THE REQUIREMENTS OF SEC. 9.11.2, EXTENSIONS FOR ALL OTHER DEVELOPMENT.
3. TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR ISSUANCE
OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: "NO
TRESPASSING/TREE PROTECTION AREA/PROHIBIDO ENTRAR/ZONA PROTECTORA PARA LOS ARBOLES."
4. AN AUTOMATED SOLID WASTE COLLECTION VEHICLE HAS AN 18-FOOT WHEELBASE AND A TURNING RADIUS OF 45
FEET WALL-TO-WALL AND 43 FEET CURB -TO -CURB. THE DEPARTMENT OF SOLID WASTE MANAGEMENT RESERVES THE
RIGHT TO MODIFY COLLECTION OF GARBAGE AND RECYCLABLES FOR ANY ROADWAY OR CUL-DE-SAC NOT
CONSTRUCTED TO ACCOMODATE THOSE SPECIFICATIONS.
5. STATE AND FEDERAL PERMIT AUTHORIZATION MAY BE REQUIRED FROM THE NC DENR, NC DWQ, AND THE U.S. ARMY
CORPS OF ENGINEERS PRIOR TO THE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES IN OR NEAR A LAIC',,
STREAM, CREED TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS (UDO SECTION 8.9)
6. UNDISTURBED LANDSCAPE BUFFERS: 25 FOOT WIDE UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR GRADING
OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
7. TO RECEIVE ONGOING OR AS -NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS CLEANUP
OR COLLECTION OF GARBAGE, RECYCLABLES, YARD WASTE, OR BULKY ITEMS ON ANY PRIVATE ROAD OR OTHER
PRIVATE PROPERTY, A RESIDENTIAL WAIVER OF LIABILITY MUST BE EXECUTED BY THE APPROPRIATE LEGAL ENTITY
(E.G., HOMEOWNER'S ASSOCIATION), FORM TO BE PROVIDED BY THE DEPARTMENT OF SOLID WASTE MANAGEMENT,
PRIOR TO ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY. SEE THE SWM WEB SITE AT
W W W.DURHAMNC.GO V/DEPARTMENTS/SOLID.
PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY
8. TO RECEIVE ONGOING OR AS -NEEDED PROVISION OF ANY CITY SOLID WASTE SERVICE INCLUDING DEBRIS CLEANUP,
STREET CLEANING, OR COLLECTION OF GARBAGE, RECYCLABLES, YARD WASTE, OR BULKY ITEMS ON ANY PORTION OF
ROAD WHICH TERMINATES, TEMPORARILY OR PERMANENTLY, WITHOUT PROVISION OF A TURNAROUND AREA THAT
CONFORMS TO PERMANENT CITY CULLE-SAC AND ROAD CONSTRUCTION SPECIFICATIONS, THE COMMUNITY MUST
SUBMIT A PLAN DETAILING AN ALTERNATIVE TURNAROUND TO, AND OBTAIN WRITTEN APPROVAL OF THAT
ALTERNATIVE FROM, THE DIRECTOR OF SOLID WASTE MANAGEMENT OR THE DIRECTOR'S DESIGNEE PRIOR TO
ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY ON SUCH PORTION OF ROAD. CONTACT SWM AT 560-4186.
9. CONSTRUCTION IN PRESERVED TREE COVERAGE AREAS (UDO SECTION 8.3):
A. PRESERVED TREE COVERAGE AREAS SHALL NOT BE USED FOR ACTIVE RECREATIONAL PURPOSES, EXCEPT FOR
WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTS AND EXISTING
VEGETATION PROVIDED A REGISTERED ARBORIST HAS CERTIFIED THAT THE CONSTRUCTION OF THE TRAIL HAS
BEEN DESIGNED TO MINIMIZE IMPACT TO THE EXISTING TREES. NO TREE OVER 10 INCHES SHALL BE REMOVED FOR
THE CONSTRUCTION OF TRAILS. SITE PLAN APPROVAL IS REQUIRED FOR CONSTRUCTION OF TRAILS IN PRESERVED
TREE COVERAGE AREAS.
B. ALL BUILDINGS SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY PRESERVED TREE COVERAGE AREA.
C. UTILITY LINES AND DRAINAGE CHANNELS SHALL BE MINIMIZED WITHIN THE ROOT PROTECTION ZONES OF THE
TREES TO BE SAVED. PREFERABLY, SUCH FACILITIES SHOULD BE LOCATED ADJACENT TO DRIVEWAYS AND IN
GROUPINGS ALLOWED BY SOUND ENGINEERING PRACTICES.
10. ROOT PROTECTION ZONE EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX
FOOT RADIUS, WHICHEVER IS GREATER. NO DISTURBANCE ALLOWED WITHIN THIS AREA. AREA MUST BE PROTECTED
WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS (UDO SEC. 8.3).
11. PROTECTION OF EXISTING VEGETATION (UDO SEC. 8.3): AT THE START OF GRADING INVOLVING THE LOWERING OF
EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN, SHARP, VERTICAL CUT SHALL BE MADE AT THE
EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL
MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT
FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY
OF THE TREES IS COMPLETE. NO STORAGE OF MATERIALS, FILL, OR EQUIPMENT AND NO TRESPASSING SHALL BE
ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA.
12. UDO SITE LIGHTING NOTE (UDO SEC. 7.4): MEASURES SHALL BE PROVIDED TO PREVENT LIGHT SPILLOVER ONTO
ADJACENT PROPERTIES AND GLARE TOWARD MOTOR VEHICLE OPERATORS AND SHALL BE INDICATED ON THE SITE
PLAN. EXTERIOR LIGHTS SHALL BE SHIELDED SO THAT THEY DO NOT CAST DIRECT LIGHT BEYOND THE PROPERTY
LINE. IN ACCORDANCE WITH THESE STANDARDS:
A. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5
FOOT CANDLES.
B. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS
5.0 FOOT CANDLES.
C. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT CANDLES.
D. THE LEVEL OF ILLUMINATION AS MEASURED IN FOOT CANDLES AT ANY ONE POINT SHALL MEET THE STANDARDS
IN THE TABLE IN UDO SECTION 7.4 WITH MINIMUM AND MAXIMUM LEVELS MEASURED ON THE PAVEMENT WITHIN
THE LIGHTED AREA.
E. THE MAXIMUM HEIGHT FOR DIRECTIONAL OR FULL CUT-OFF LIGHTING FIXTURES (FIXTURES DESIGNED TO INSURE
THAT NO LIGHT IS EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND) SHALL BE 30 FEET ABOVE
GRADE, MEASURED TO THE TOP OF THE FIXTURE.
F. THE MAXIMUM HEIGHT FOR NON -DIRECTIONAL LIGHTING FIXTURES, WHICH ARE DEFINED AS FIXTURES DESIGNED
TO ALLOW LIGHT TO BE EMITTED ABOVE A HORIZONTAL LINE PARALLEL TO THE GROUND, SHALL BE 15 FEET
ABOVE GRADE, MEASURED TO THE TOP OF THE FIXTURE.
G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTOMETRIC SURVEY) PRIOR TO THE
CERTIFICATE OF COMPLIANCE BEING ISSUED. ALL OF THIS INFORMATION, INCLUDING DETAILS, WILL BE REQUIRED
ON BUILDING PLANS PRIOR TO ISSUANCE OF BUILDING PERMIT.
13. FOR COUNTY SOIL AND EROSION CONTROL:
A. IF MORE THAN 12,000 SQ. FT. IS DISTURBED A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE
COMMENCEMENT OF ANY LAND -DISTURBING ACTIVITIES.
B. IF MORE THAN 20,000 SQ. FT. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED
AND APPROVED PRIOR TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
C. TREE PROTECTION IS REQUIRED BY THE CITY/ COUNTY PLANNING DEPARTMENT, TREE PROTECTION
CERTIFICATION MUST BE SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE
PROTECTION INSPECTION COMPLETED PRIOR TO LAND -DISTURBANCE PERMIT ISSUANCE.
D. IF AN OFFSITE SPOIL OR BORROW SITE IS UTILIZED, THE DISTURBED AREA MUST BE INCLUDED IN THE LAND
DISTURBANCE PLAN AND PERMIT UNLESS ALREADY PERMITTED.
E. IF THE DISTURBED AREA EXCEEDS FIVE ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO
LAND -DISTURBING PERMIT ISSUANCE.
14. STREET LIGHTS ALONG PUBLIC STREETS ARE TO BE DESIGNED, INSTALLED AND MAINTAINED BY DUI'. ENERGY
CAROLINAS AS PUBLIC STREET LIGHTING.
15. STREET NAMES AND ADDRESSES WILL BE ASSIGNED WITH THE FINAL PLAT.
16. THE LOCATION OF THE SIDEWALK SHOWN ON THIS PLAN IS SCHEMATIC. A CITY OF DURHAM AND/OR NCDOT
ENCROACHMENT PERMIT IS REQUIRED PRIOR TO ANY CONSTRUCTION. AFTER OBTAINING THE REQUIRED PERMITS,
PLEASE CONTACT THE CITY OF DURHAM ENGINEERING CONSTRUCTION INSPECTION OFFICE AT 560-4326 FOR A
PRE -CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK.
17. THE SITE WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (ANSI 117.1-2009 AND
CHAPTER 11 OF THE NORTH CAROLINA BUILDING CODE) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED
STATEMENT FROM A SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT SITE CONDITIONS EXIST WHERE THE
TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE. AN
AS -BUILT SURVEY OF THE SITE, PERFORMED BY THE DESIGN PROFESSIONAL OR DESIGNEE, MUST BE SUBMITTED TO
THE BUILDING INSPECTIONS DEPARTMENT CERTIFYING THAT ALL SITE ACCESSIBILITY CODE REQUIREMENTS SUCH AS
CURB CUTS, RAMP SLOPES, SIDEWALK SLOPES AND WIDTHS, AND CROSS SLOPES MEET THE REQUIREMENTS OF THE NC
ACCESSIBILITY CODE PRIOR TO CO ISSUANCE.
18. PINE STRAW SHALL NOT BE USED AS MULCH OR GROUNDCOVER WITHIN TEN FEET OF ANY STRUCTURES CONSISTING
OF EXTERIOR COMBUSTIBLE CONSTRUCTION AS SPECIFIED BY DURHAM CITY CODE SECTION 46-87.
19. ALL LANDSCAPING MUST BE IN PLACE PRIOR TO REQUEST FOR A CERTIFICATE OF COMPLIANCE. CONTACT DURHAM
CITY COUNTY PLANNING DEPARTMENT SITE COMPLIANCE STAFF FOR INSPECTION.
20. EACH LANDSCAPING COMPLIANCE INSPECTION AFTER THE INITIAL INSPECTION WILL INCUR A RE -INSPECTION FEE.
PAYMENT MUST BE RECEIVED BY THE DURHAM CITY COUNTY PLANNING DEPARTMENT PRIOR TO RE -INSPECTION.
21. SOLID WASTE CONTAINMENT CAPACITY AND COLLECTION FREQUENCY WILL BE SUFFICIENT TO PREVENT ILLEGAL
PLACEMENT OF TRASH AND RECYCLABLES.
22. TEMPORARY OR PERMANENT ROADWAYS OF AN ALL-WEATHER DRIVING SURFACE, CAPABLE OF SUPPORTING AN
80,000 LB VEHICLE WEIGHT, SHALL BE ESTABLISHED PRIOR TO THE COMMENCEMENT OF BUILDING CONSTRUCTION
ACTIVITIES. THESE ROADWAYS SHALL BE EXTENDED WITH THE PROGRESS OF CONSTRUCTION SO THAT ALL POINTS
AROUND THE PERIMETER OF A BUILDING UNDER CONSTRUCTION IS NO GREATER THAN 150 FEET OF TRAVEL
DISTANCE FROM A ROADWAY.
23. FIRE HYDRANTS, AS SHOWN ON THE APPROVED SITE PLAN, SHALL BE PLACED IN SERVICE AND MADE AVAILABLE TO
THE FIRE DEPARTMENT AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. NO CONSTRUCTION FENCING OR
OTHER BARRIERS ARE TO BE PLACED BETWEEN THE ROADWAY AND HYDRANTS, WITH A 3 FT MINIMUM WORKING
CLEARANCE AROUND THE HYDRANTS. HYDRANT SERVICE SHALL BE EXTENDED WITH THE PROGRESS OF
CONSTRUCTION SO THAT ALL POINTS AROUND THE PERIMETER OF THE BUILDING UNDER CONSTRUCTION IS NO
GREATER THAN 500 FT TRAVEL DISTANCE FROM A HYDRANT.
SPECIAL CONDITIONS OF APPROVAL
1. ALL UTILITIES MUST BE INSTALLED UNDERGROUND.
2. SITE WILL BE MASS GRADED.
3. THE FOLLOWING MUST BE DONE AT THE TIME OF FINAL PLAT: DOCUMENTATION ESTABLISHING THAT PROPER LEGAL
PROVISIONS (INCLUDING ATTORNEYS CERTIFICATE) HAVE BEEN MADE FOR THE ESTABLISHMENT OF A HOMEOWNERS
ASSOCIATION DECLARATION OF COVENANTS AND RESTRICTIONS FOR THE COMMON AREAS FOR PERPETUAL
OWNERSHIP AND MAINTENANCE OF COMMONLY OWNED IMPROVEMENTS AND LANDS SHALL BE PROVIDED AS
REQUIRED BY THE UNIFIED DEVELOPMENT ORDINANCE.
4. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A MINIMUM OF 5 FEET OF ADDITIONAL ASPHALT (IN
ADDITION TO THE PROPOSED ROADWAY IMPROVEMENTS) WILL BE PROVIDED FOR THE FULL FRONTAGE OF THE SITE
ALONG THE SOUTH SIDE OF SHERRON ROAD. THE ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO ALLOW
FOR A BICYCLE LANE.
5. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, DEDICATE AN ADDITIONAL 25 FEET OF RIGHT-OF-WAY FOR THE
FRONTAGE OF THE SITE ALONG SHERRON ROAD.
6. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, CONSTRUCT AN EXCLUSIVE SOUTHBOUND LEFT -TURN
LANE ON SHERRON ROAD AT SITE ACCESS #1 WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS. DUE TO THE
POTENTIAL FOR OVERLAPPING TAPERS, A CONTINUOUS THREE LANE SECTION MAY BE REQUIRED ON SHERRON ROAD
BETWEEN SITE ACCESS #1 AND HOLDER ROAD DURING THE CONSTRUCTION DRAWING REVIEW.
7. THE SITE ACCESS POINT TO SHERRON ROAD SHALL ALIGN WITH BAYARD ROAD.
8. ALL BMP's ON SITE WILL BE SIZED TO DETAIN THE 100-YEAR STORM EVENT.
9. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, CONSTRUCT AN EXCLUSIVE NORTHBOUND LEFT -TURN
LANE ON SHERRON ROAD AT BAYARD ROAD WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS.
10. PRIOR TO THE ISSUANCE OF THE 1ST CERTIFICATE OF OCCUPANCY, INSTALL A 6 FOOT HEIGHT OPAQUE WOOD FENCE
ALONG THE PROPERTY LINE WHERE ADJACENT TO DURHAN COUNTY PARCEL PID 165288.
509 SHERRON ROAD
CONSTRUCTION DRAWINGS= EROSION CONTROL PERMIT
PUBLIC WORKS CONDITIONS OF APPROVAL
1. THE DRIVING AND PARKING AREAS SHOWN ON THIS FINAL PLAT NOTED AS "PRIVATE ACCESS AND COMMON AREAS"
DO NOT MEET CITY OF DURHAM STREET STANDARDS. THE FEATURES AND INFRASTRUCTURE WITHIN THESE AREAS
ARE PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE. SHERRON ROAD HOMEOWNER'S
ASSOCIATION AND ITS MEMBERS WILL OWN AND BE RESPONSIBLE FOR THE MAINTENANCE AND REPAIR OF THE
PRIVATE ACCESS AND COMMON AREAS AND ALL OF THE PRIVATE INFRASTRUCTURE WITHIN THEM (WATER, SEWER,
STORM, PAVEMENT, SIDEWALKS, CURB, ETC.).
2. EXTENSION AGREEMENT REQUIRED. IF SITE IS OUTSIDE CITY LIMITS, EXTENSION AGREEMENT MUST BE FULLY
EXECUTED BY CITY COUNCIL PRIOR TO ACTION ON ANNEXATION. SUBMIT APPLICATION WITH ONE COPY OF
OVERALL UTILITY PLAN. CONTACT ENGINEERING DIVISION AT 560-4326.
3. ANNEXATION PETITION REQUIRED. ANNEXATION PETITION MUST BE DEEMED VALID BEFORE FINAL
CONSTRUCTION DRAWINGS APPROVAL. CONTACT BUDGET AND MANAGEMENT SERVICES DEPARTMENT AT 560-4111.
4. IF A METER 2" OR LARGER IS PROPOSED, CONTACT WATER MANAGEMENT AT 560-4381 PRIOR TO THE CONSTRUCTION
OF THE METER VAULT TO VERIFY THE TYPE AND DIMENSIONS OF THE METER.
5. IF A BACKFLOW PREVENTER IS PROPOSED OR REQUIRED A BACKFLOW PREVENTER PERMIT SHALL BE OBTAINED
PRIOR TO BEGINNING INSTALLATION. CONTACT THE CROSS -CONNECTION CONTROL OFFICE AT 560-4194 AND REFER
TO HTTP://DURF AMNC.GOV/952/BACI�CFLOW-PREVENTION.
6. AT A MINIMUM, THE STORMWATER DESIGN DETAILS FOR THIS PROJECT SHALL BE GOVERNED BY THE MINIMUM
STANDARDS OF THE MOST RECENT EDITION OF THE CITY OF DURHAM (CITY) REFERENCE GUIDE FOR DEVELOPMENT
(RGD) AND ANY LETTERS TO INDUSTRY (POSTED ON THE CITY'S WEBSITE) OR SUPPLEMENTAL NOTIFICATIONS OF
RGD UPDATES (ALSO POSTED ON THE CITY'S WEBSITE) THAT ARE IN EFFECT THE DATE THE FIRST SUBMITTAL OF THE
CONSTRUCTION DRAWINGS ARE RECEIVED FOR REVIEW BY THE CITY.
7. FINAL DESIGN CALCULATIONS FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]) REQUIRE THE USE OF STORAGE
INDICATION ROUTING METHODOLOGY SUCH AS TR-20 OR HEC-1 MODELS. FOR EACH SCM, AS APPLICABLE,
STAGE -STORAGE RELATIONSHIP AND INFLOW AND OUTFLOW HYDROGRAPHS ARE REQUIRED. ALL TABULATED DATA
INCLUDING CALCULATIONS SHOWING THE LIMITING DISCHARGE, WHETHER ORIFICE, WEIR, BARREL, OR OUTLET
CONTROL, AS APPROPRIATE IS REQUIRED. HYDROCAD, HYDRAFLOW HYDROGRAPHS, AND PONDPACK ARE
COMMONLY USED AND RECOGNIZED SOFTWARE PROGRAMS WHICH INCORPORATE ROUTING METHODOLOGY
ACCEPTED BY THE CITY.
8. STORMWATER CONTROL MEASURE(S) (SCM[S]) PERMIT FEE(S) AND A PAYMENT INTO THE STORMWATER REPLACEMENT
FUND ARE REQUIRED FOR ALL SCM(S) ASSOCIATED WITH THIS DEVELOPMENT. CONSTRUCTION OF THE
DEVELOPMENT IS NOT ALLOWED TO COMMENCE UNTIL THESE ITEMS ARE PROVIDED IN ACCORDANCE WITH CITY
STORMWATER STANDARDS OR IN ACCORDANCE WITH WRITTEN POLICY. THE DESIGNER SHALL SUBMIT A SEALED
ENGINEER'S CONSTRUCTION COST ESTIMATE FOR EVERY SCM PROPOSED IN THE DEVELOPMENT PRIOR TO
APPROVAL OF THE CONSTRUCTION DRAWINGS.
9. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM[S]), PROVIDED BY THE BMP
CERTIFYING ENGINEER (BCE), IS REQUIRED. THE AS -BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE
WITH THE CITY OF DURHAM BCE PROGRAM, REFER TO SECTION 8.6, BMP CERTIFYING ENGINEER PROGRAM FOR
STORMWATER BMPS IN THE CITY OF DURHAM, OF THE REFERENCE GUIDE FOR DEVELOPMENT. THE SCM AS -BUILT
CERTIFICATION(S) SHALL BE APPROVED BY THE STORMWATER DEVELOPMENT REVIEW SECTION PRIOR TO ISSUANCE
OF ANY FINAL CERTIFICATES OF OCCUPANCY/COMPLIANCE FOR DEVELOPMENT, WITH THE EXCEPTION OF WHEN
AN APPROPRIATE CONSTRUCTION SECURITY HAS BEEN PROVIDED FOR SINGLE FAMILY OR TOWNHOME
DEVELOPMENT. WITH THIS PROVIDED CONSTRUCTION SECURITY, CERTIFICATES OF OCCUPANCY/COMPLIANCE CAN
BE ISSUED FOR A PERCENTAGE OF SINGLE FAMILY LOTS IN ACCORDANCE WITH CITY REQUIREMENTS.
10. STORMWATER CONTROL MEASURE(S) (SCM[S]) DESIGN CALCULATIONS WILL NOT BE REVIEWED OR APPROVED WITH
THE SITE PLAN/PRELIMINARY PLAT SUBMITTAL. ALL SCM DESIGNS WILL BE REVIEWED AND APPROVED DURING THE
CONSTRUCTION DRAWING (CD) SUBMITTAL PROCESS. IF, AT THE TIME OF CD SUBMITTAL, IT IS FOUND THAT THE
PROPOSED SCM(S) IS UNDERSIZED OR OTHERWISE INSUFFICIENT OR UNSUITABLE FOR THE SITE, IT IS THE
RESPONSIBILITY OF THE APPLICANT TO INSURE THAT THE APPLICABLE STORMWATER ORDINANCE REQUIREMENTS
ARE MET. A REVISED SITE PLAN OR PRELIMINARY PLAT MAY BE REQUIRED IF THE ORIGINALLY PROPOSED SCM(S) ARE
FOUND INSUFFICIENT OR UNSUITABLE, AND ALTERNATIVE SCM(S) TO MEET THE APPLICABLE STORMWATER
ORDINANCE REQUIREMENTS ARE REQUIRED.
11. TO RECEIVE CONSTRUCTION DRAWINGS APPROVAL FOR SINGLE FAMILY DETACHED, TOWNHOME AND DUPLEX
RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS AND/OR THE NCEEP, THE APPROVAL OF
THE CONSTRUCTION DRAWINGS IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IF A REVISED SITE
PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS SITE, THE REVISED SITE PLAN/PRELIMINARY PLAT WILL BE
SUBJECT TO ANY ORDINANCES IN PLACE AT THE TIME OF THE REVISED SITE PLAN/PRELIMINARY PLAT SUBMISSION.
PRIOR TO THE APPROVAL OF ANY CONSTRUCTION DRAWINGS OR PRIOR TO THE RELEASE OF ANY BUILDING PERMITS
PERTAINING TO THIS DEVELOPMENT, WHICHEVER COMES FIRST, A LETTER/RECEIPT SHOWING THE PURCHASE OF
THE NUTRIENT CREDITS FOR THIS DEVELOPMENT AND A COPY OF THE NUTRIENT BANK LEDGER IF APPLICABLE,
SHOWING THE TOTAL NUTRIENT CREDITS AVAILABLE MINUS ANY AND ALL DEDUCTIONS, IS TO BE PROVIDED TO
THE STORMWATER DEVELOPMENT REVIEW SECTION. HOWEVER, IF INSUFFICIENT CREDITS ARE AVAILABLE FROM
NUTRIENT BANKS AND NCEEP WILL NOT ACCEPT PAYMENT, THEN THE APPLICANT SHALL SUBMIT A REVISED SITE
PLAN/PRELIMINARY PLAT BACK TO THE DURHAM CITY -COUNTY PLANNING DEPARTMENT AND SHALL COMPLY WITH
THE CURRENT STORMWATER PERFORMANCE STANDARDS IN PLACE AT THE TIME OF THE REVISED SITE
PLAN/PRELIMINARY PLAT SUBMISSION.
12. THE DEVELOPER/CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH THE STORMWATER
DEVELOPMENT REVIEW SECTION PRIOR TO COMMENCING WORK ON ANY STORMWATER CONTROL MEASURE (SCM).
IF THE SCM WILL BE CONSTRUCTED INITIALLY AS A SEDIMENTATION AND EROSION CONTROL (S&EC) DEVICE, TO BE
CONVERTED TO A PERMANENT SCM AT A LATER TIME, THE PRECONSTRUCTION MEETING SHOULD BE SCHEDULED
PRIOR TO CONSTRUCTION OF THE S&EC DEVICE. CALL 919-560-4326 EXT. 30238 TO SCHEDULE THE REQUIRED MEETING
A MINIMUM OF THREE BUSINESS DAYS PRIOR TO THE DESIRED MEETING DATE. THIS IS IN ADDITION TO OTHER
PRECONSTRUCTION MEETING REQUIREMENTS FOR EROSION CONTROL, ENGINEERING INSPECTIONS, ETC.
13. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA - AS REQUIRED) SHALL SUBMIT THREE (3) SETS OF
CONSTRUCTION DRAWINGS TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND
APPROVAL. CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO COMMENCING CONSTRUCTION (SEE
CONSTRUCTION PLAN APPROVAL PROCESS). THE APPROVAL OF CONSTRUCTION DRAWINGS IS SEPARATE FROM SITE
PLAN APPROVAL. CITY OFFICIALS SHALL REVIEW ALL SIZES, MATERIALS, SLOPES, LOCATIONS, EXTENSIONS AND
DEPTHS FOR ALL PROPOSED UTILITIES (WATERLINES, SANITARY SEWER LINES AND STORM DRAINAGE CONVEYANCE
SYSTEMS) FOR COMPLIANCE WITH ALL APPLICABLE REGULATORY STANDARDS, SPECIFICATIONS, AND BEST
MANAGEMENT PRACTICES.
14. THE DESIGNING PROFESSIONAL (A NCPE, NCRLA - AS REQUIRED) SHALL SUBMIT ONE (1) SET OF AS -BUILT DRAWINGS
TO THE PUBLIC WORKS DEPARTMENT - DEVELOPMENT REVIEW FOR REVIEW AND APPROVAL. AS -BUILT DRAWING
APPROVAL IS REQUIRED PRIOR TO WATER METER INSTALLATION AND/OR SANITARY SEWER SERVICE CONNECTION
AND PRIOR ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
15. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING APPROVAL
PROCESS. TO SCHEDULE A FLOW TEST COMPLETE THE ONLINE APPLICATION
(HTTP://DURHAMNC.GOV/1538/FIRE-FLOW-TEST-REQUEST).
16. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER MAIN
INSTALLATION.
17. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY
SEWER MAIN INSTALLATION.
18. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.
19. PIPES AND/OR STRUCTURES SHOWN IN THE EROSION CONTROL PLAN OF THE SITE PLAN THAT ARE PROPOSED TO BE
PERMANENT WILL BE REVIEWED AND APPROVED AS PART OF THE GRADING PLAN DURING CONSTRUCTION
DRAWING REVIEW. THESE PIPES AND/OR STRUCTURES MAY NOT BE INSTALLED PRIOR TO CONSTRUCTION DRAWING
APPROVAL AND PAYMENT OF INSPECTION FEES.
20. WHEN SIDEWALK AND CURB RAMPS ARE PROPOSED:
A. PROWAG STANDARDS ARE TO BE USED. SEE CITY OF DURHAM CURB CUTS DETAILS
HTTP://DURHAMNC.GOV/DOCUMENTCENTER/HOME/VIEW/2114.
B. FOR RAMPS IN 'TIGHTEXISTING DEVELOPED AREAS WITH SMALL ROW'S (DOWNTOWN, ETC) IT IS
COMMENDED SPECIFIC RAMP DETAILS ARE NEEDED TO PREVENT CONSTRUCTION DELAYS. THE
BURDEN TO MAID'. IT WORK IS ON THE DESIGNING ENGINEER.
TEXT COMMITMENTS (CASE #Z2100002)
1. THE PROPOSED DEVELOPMENT WILL BE LIMITED TO TOWNHOUSES AND ACCESSORY USES.
2. THE MAXIMUM NUMBER OF TOWNHOUSES TO BE DEVELOPED ON THE SITE WILL BE 40 UNITS.
3. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, A MINIMUM OF 5 FEET OF ADDITIONAL ASPHALT (IN
ADDITION TO THE PROPOSED ROADWAY IMPROVEMENTS) WILL BE PROVIDED FOR THE FULL FRONTAGE OF THE
SITE ALONG THE SOUTH SIDE OF SHERRON ROAD. THE ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO
ALLOW FOR A BICYCLE LANE.
4. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, DEDICATE AN ADDITIONAL 25 FEET OF RIGHT-OF-WAY FOR THE
FRONTAGE OF THE SITE ALONG SHERRON ROAD.
5. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, CONSTRUCT AN EXCLUSIVE SOUTHBOUND LEFT -TURN
LANE ON SHERRON ROAD AT SITE ACCESS #1 WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS. DUE TO THE
POTENTIAL FOR OVERLAPPING TAPERS, A CONTINUOUS THREE LANE SECTION MAY BE REQUIRED ON SHERRON
ROAD BETWEEN SITE ACCESS #1 AND HOLDER ROAD DURING THE CONSTRUCTION DRAWING REVIEW.
6. THE SITE ACCESS POINT TO SHERRON ROAD SHALL ALIGN WITH BAYARD ROAD.
7. ALL BMP's ON SITE WILL BE SIZED TO DETAIN THE 100-YEAR STORM EVENT.
8. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, CONSTRUCT AN EXCLUSIVE NORTHBOUND LEFT -TURN
LANE ON SHERRON ROAD AT BAYARD ROAD WITH ADEQUATE STORAGE AND APPROPRIATE TAPERS.
9. PRIOR TO THE ISSUANCE OF THE 1ST CERTIFICATE OF OCCUPANCY, INSTALL A 6 FOOT HEIGHT OPAQUE WOOD
FENCE ALONG THE PROPERTY LINE WHERE ADJACENT TO DURHAM COUNTY PARCEL PID 165288.
10. PRIOR TO THE ISSUANCE OF THE 30TH CERTIFICATE OF OCCUPANCY, ONE (1) COMPLETED TOWNHOUSE UNIT THAT
HAS RECEIVED A CERTIFICATE OF OCCUPANCY SHALL BE DONATED TO HABITAT FOR HUMANITY.
DESIGN COMMITMENTS (CASE #Z2100002)
1. DESCRIPTION OF PROPOSED ARCHITECTURE
A. THERE IS NO PROPOSED ARCHITECTURAL STYLE.
B. ROOFS WILL BE SLOPED.
C. THE PROPOSED BUILDINGS WILL USE ONE OR MORE OF THE FOLLOWING MATERIALS: BRICK SYNTHETIC STONE,
STUCCO, WOOD, METAL, VINYL OR FIBER CEMENT CLADDING.
D. AT LEAST ONE FRONT FACING GABLE ON EACH BUILDING. INDIVIDUAL TOWNHOUSE UNIT WIDTHS TO BE A MAXIMUM
OF 20 FEET AND BE LIMITED TO LCAR GARAGES. TOWNHOUSE END UNITS WILL HAVE A MINIMUM OF (2) WINDOWS ON
THE SIDE ELEVATION. ALL UNITS WILL HAVE A FRONT COVERED STOOP.
2. DESCRIPTION OF HOW PROPOSED DESIGN WILL FIT INTO THE CONTEXT AREA
THERE HAS BEEN MIX OF ARCHITECTURAL STYLES IN THE CONTEXT AREA SINCE THE AREA ALONG SHERRON ROAD HAS
BEEN REDEVELOPED OVER THE PAST 20 YEARS. THE CHARACTER OF THE IMMEDIATE AREA HAS CHANGED FROM A RURAL
SETTING TO MORE SUBURBAN SETTING. THE ADJACENT NEIGHBORHOOD SUBDIVISION TO THE SOUTHEAST WAS
DEVELOPED IN 2008-2014AS SINGLE FAMILY DETACHED HOUSES, 1 TO 2 STORIES TALL WITH PITCHED ROOFS AND FRONT
FACING ENTRANCES. THE WEST SIDE OF SHERRON ROAD IS AN OLDER EXISTING SINGLE FAMILY NEIGHBORHOOD
DATING BACK TO THE 1950'S TO 60'S. TOWARDS THE EAST/NORTHEAST OF THIS PROPERTY IS AN EXISTING FARM AND
HOUSE. AS AN INFILL DEVELOPMENT, THIS PROPERTY WILL USE DESIGN FEATURES AND BUILDING SCALE THAT
COMPLIMENTS ADJACENT PROPERTIES' ARCHITECTURAL DESIGN. EXISTING TREES ON SITE WILL BE USED AS TREE
PRESERVATION AREAS. ADDITIONAL TREES WILL BE INSTALLED TO MEET OTHER UDO REQUIREMENTS AND PROVIDE A
VISUAL TRANSITION BETWEEN THIS PROPERTY AND ADJACENT DEVELOPMENTS.
509 SHERRON ROAD
DURHAM, NORTH CAROLINA
CASE NUMBERS
Z2100002
D2100395
AUGUST 11, 2022
REVISED: OCTOBER 17, 2022
SITE
SITE VICINITY MAP
CITY OF DURHAM: CONSTRUCTION DRAWINGS
SHEET INDEX
0 250' S00'
CV1 COVER
EX1 EXISTING CONDITIONS AND DEMO PLAN
SL1 SITE LAYOUT PLAN
EC1-2 EROSION CONTROL PLAN
DT1-4 DETAILS PLAN
GENERAL NOTES
1. BOUNDARY INFORMATION IS BASED UPON FIELD SURVEY CONDUCTED BY JONATHAN MURPHY
PROFESSIONAL LAND SURVEYING.
2. INFORMATION REGARDING THE LOCATION OF EXISTING UTILITIES HAS BEEN BASED UPON AVAILABLE
INFORMATION AND MAY BE INCOMPLETE, AND WHERE SHOWN SHOULD BE CONSIDERED
APPROXIMATE. THE LOCATION OF ALL EXISTING UTILITIES SHOULD BE CONFIRMED PRIOR TO
BEGINNING CONSTRUCTION. CONTRACTOR SHALL CALL "NC ONE CALL: 1-800-632-4949". CONTRACTOR
SHALL MAINTAIN MARKINGS WHERE NEEDED DURING PROJECT. ALL UTILITY LOCATIONS THAT DO
NOT MATCH THE VERTICAL OR HORIZONTAL CONTROL SHOWN ON THE PLANS SHALL IMMEDIATELY
BE BROUGHT TO THE ATTENTION OF THE ENGINEER FOR RESOLUTION. THE CONTRACTOR SHALL
VERIFY LOCATIONS OF UTILITIES AND SERVICE LATERALS PRIOR TO CONSTRUCTION. ANY CONFLICTS
WITH LOCATIONS OF LIGHT POLES, TREES, ETC. SHALL BE BROUGHT TO THE ATTENTION OF THE
ENGINEER FOR RESOLUTION PRIOR TO CONSTRUCTION.
3. EDENS LAND ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND DATA WHICH HAVE
BEEN SUPPLIED BY OTHERS.
4. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTION. ANY
DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER.
5. BY REFERENCING ROADWAY IMPROVEMENTS ON THE PLAN, THE APPLICANT AGREES TO CONSTRUCT
SAID IMPROVEMENTS PRIOR TO THE ISSUANCE OF ANY CERTIFICATE OF OCCUPANCY IN A MANNER
THAT WILL ALLOW THEM TO FUNCTION AS NOTED ON THE PLAN AND IN ACCORDANCE WITH NCDOT
AND CITY OF DURHAM STANDARDS AND POLICIES. THIS INCLUDES (WHERE APPROPRIATE) BUT IS NOT
LIMITED TO: ADEQUATE TRANSITION TAPERS, ALIGNMENT OF LANES THROUGH INTERSECTIONS,
ASSOCIATED SIGNAL MODIFICATIONS, PAVEMENT MARKINGS, ASSOCIATED SIGNAGE, CURB AND
GUTTER, COORDINATION WITH OTHER PROPOSED ROADWAY IMPROVEMENTS AND BIKE LANES. THE
APPLICANT ALSO ACCEPTS THE FINANCIAL RESPONSIBILITY FOR ACQUISITION OF ANY ADDITIONAL
RIGHT-OF-WAY NECESSARY TO ACCOMMODATE THESE IMPROVEMENTS AND ANY REQUIRED SIDEWALK
CONSTRUCTION.
6. A VOLUNTARY ANNEXATION PETITION HAS BEEN FILED WITH THE CITY OF DURHAM FOR THIS SITE
AND IS CURRENTLY UNDER REVIEW.
7. TOPOGRAPHIC INFORMATION IS BASED UPON FIELD SURVEY CONDUCTED BY JONATHAN MURPHY
PROFESSIONAL LAND SURVEYING.
r.m- EdensLand
112 E. Main Street
Durham, NC 27701
www.edens.inc
919.316.1855
PARCEL INFORMATION
PIN: 0850-02-87-1174, PID: 165285
nWNFRt
ROBERT JENSEN & TAMZEN RAY
509 SHERRON ROAD
DURHAM, NC 27703
ENGINEERING &
LANDSCAPE ARCHITECTURE
EDENS LAND CORP.
112 E MAIN ST.
DURHAM, NC 27701
PH: 919.316.1855
EMAIL: [e-mail]
CONTACT: CHRIS MEHL, P.E.,
DIRECTOR - CIVIL ENGINEERING SERVICES
CI IR\/Fv1K1r'
JONATHAN MURPHY PROFESSIONAL LAND
SURVEYING
10505 LEAFWOOD PLACE
RALEIGH, NC 27613
PH: 919.280.8189
EMAIL: [e-mail]
CONTACT: JONATHAN MURPHY
SITE BENCHMARK
AXLE FOUND
E: 2057846.97'
N: 807066.53'
Z: 383.50'
NAD83 (2011)
NAVD88 (GEOIDI2A)
Durham County Erosion Control
APPROVED - 10/27/2022
[e-mail]
PROJECT DATA
This drawing is the property of
Edens Land Corp. and is not to be
reproduced or copied in whole or in
part without the expressed written
permission of Edens Land Corp.
NC LICENSE: C-2745
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FINAL DRAWING
FOR REVIEW PURPOSES ONLY
AND NOT RELEASED
FOR CONSTRUCTION
SITE INFORMATION
JURISDICTION
CITY OF DURHAM
EXISTING ZONE
RS-20, RR
EXISTING USE
VACANT RESIDENTIAL
PROPOSED ZONE
PDR-6.904
PROPOSED USE
TOWNHOUSES
PIN
0850-02-87-1174
PARCELED
165285
GROSS SITE AREA
5.794 AC.
R/W DEDICATION
0.43 AC.
NET SITE AREA
5.36 AC.
DEVELOPMENT TIER
SUBURBAN
RIVER BASIN
NEUSE
OVERLAY DISTRICTS
F/J-B
PROPOSED # UNITS
37
DIMENSIONAL CRITERIA
PERIMETER STREET YARD SETBACK (PUBLIC STREET)
8' MIN.
TOWNHOUSE UNIT FRONT SETBACK
18' MIN. AT GARAGE FRONTAGE TO EDGE OF SIDEWALK
BUILDING SEPARATION
10' MIN.
REAR YARD SETBACK
NONE
PERIMETER BOUNDARY BUFFER
20' MIN. OR AS NOTED
MAXIMUM BUILDING HEIGHT
40'
DENSITY CALCULATIONS
NET DEVELOPABLE AREA 5.36 AC.
MAX. NUMBER OF DWELLING UNITS PER CASE #Z2100002 40 UNITS
NUMBER OF DWELLING UNITS PROPOSED 37 UNITS
PARKING
TOTAL PARKING REQUIRED
ALL HOUSEHOLD LIVING: 2 SPACES/UNIT
37 TOWNHOUSE UNITS X 2 SPACES = 74 SPACES (1 GARAGE SPACE + 1
PARKING SPACE AT EACH UNIT)
TOTAL REQUIRED = 74 SPACES
BICYCLE SPACES REQUIRED
NOT REQUIRED FOR TOWNHOUSE DEVELOPMENTS
TOTAL PARKING PROVIDED
TOWNHOUSE UNITS: 74 SPACES
GUEST PARKING/AMENITY AREAS: 6 SPACES (INCLUDES 1 VAN ACCESSIBLE HC SPACE)
TOTAL PARKING: 80 SPACES
OPEN SPACE REQUIREMENTS
GROSS SITE AREA
5.36 AC.
OPEN SPACE REQUIRED (18%)
0.96 AC (42,027 S.F.)
OPEN SPACE PROVIDED
3.21 AC. (139,721 S.F.)
RECREATIONAL OPEN SPACE REQUIRED
33.33% OF REQUIRED OPEN SPACE
42,027 S.F. X 33.33% _
14,009 S.F. (0.32 AC.)
RECREATIONAL OPEN SPACE PROVIDED
16,661 S.F. (0.38 AC.)
IMPERVIOUS CALCULATION
EXISTING IMPERVIOUS
10,454 S.F. (0.24 AC) (4.1%)
PROPOSED IMPERVIOUS
ROAD: 21,892 S.F. (8.7%) - 23,197 TOTAL - 1,305 OUTSIDE R/W DEDICATION
ROOF: 33,300 S.F. (13.2%)
DRIVEWAY: 8,560 S.F. (3.4%)
SIDEWALK/PATIO: 10,203 S.F. (4.0%)-13,813 TOTAL - 3,610 OUTSIDE R/W DED.
TOTAL: 73,955 S.F. (1.70 AC) (29.3%)
TREE COVERAGE AREA REQUIREMENTS
GROSS SITE AREA:
AREA OF RIGHT-OF-WAY TO BE DEDICATED:
ADJUSTED SITE AREA:
REQUIRED TREE COVERAGE AREA 20%
TREE PRESERVATION AREA PROVIDED:
5.794 AC.
0.43 AC.
5.36 AC.
1.07 AC. (46,609 S.F.) = 20.00%
1.56 AC. (67,892 S.F.) = 26.92%
NOTIFICATION OF COMBINED SELF -MONITORING AND SELF -INSPECTION FORM:
THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR
LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED
EROSION AND SEDIMENTATION CONTROL PLAN IS BEING FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE
INSPECTIONS TOOK EFFECT OCTOBER 1, 2010.
TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS AND NPDES SELF -MONITORING REPORTS, NCDEQ DWR AND DEMLR
DEVELOPED A COMBINED FORM. THE SELF -INSPECTION PROGRAM IS SEPARATE FROM THE WEEKLY SELF -MONITORING PROGRAM
OF THE NPDES STORMWATER PERMIT FOR CONSTRUCTION ACTIVITIES. THE FOCUS OF THE SELF -INSPECTION REPORT IS THE
INSTALLATION AND MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES ACCORDING TO THE APPROVED
PLAN. THE INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF THE PROJECT, AND CONTINUED UNTIL PERMANENT
GROUND COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT:
HTTP://DEQ.NC.GOV/ABOUT/DIVISIONS/ENERGY-MINERAL-LAND-RESOURCES/EROSION-SEDIMENT-CONTROL/FORMS
IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, PLEASE CONTACT DURHAM COUNTY EROSION CONTROL AT [phone].
DURHAM COUNTY SEDIMENTATION & EROSION CONTROL NOTES
1. IF MORE THAN 12,000 SQ. Fr. IS DISTURBED, A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
LAND -DISTURBING ACTIVITIES.
2. IF MORE THAN 20,000 SQ. Fr. IS DISTURBED, A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR
TO THE ISSUANCE OF A LAND -DISTURBANCE PERMIT.
3. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT. TREE PROTECTION CERTIFICATION MUST BE
SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED, PRIOR TO
LAND -DISTURBANCE PERMIT ISSUANCE.
4. IF AN OFF -SITE SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN
THE LAND DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND DISTURBANCE PERMIT.
5. IF THE DISTURBED AREA EXCEEDS FIVE (5) ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND -DISTURBING PERMIT
ISSUANCE.
CALL BEFORE YOU DIG
North Carolina
One -Call Center
[phone]
www.ncocc.org