NCC223776_Site Plan or Location Map_20221108

GENERAL CONDITIONS OF APPROVAL
1. ALL THIS SITE IS NOT IN ANY SPECIAL FLOOD HAZARD AREAS OR FUTURE CONDITIONS FLOOD HAZARD AREAS, AS
SHOWN ON FIRM PANEL 0737 DATED MAY 2, 2006.
2. 50 FOOT WIDE UNDISTURBED STREAM BUFFER, MEASURED FROM TOP OF BANK, EACH SIDE OF STREAM. NO
CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND ORDINARY MAINTENANCE OF EXISTING
VEGETATION PERMITTED, EXCEPT IN ACCORDANCE WITH 15A NCAC 02B.233 (6) VEGETATION MANAGEMENT. NO
STRUCTURES OR FEATURES REQUIRING GRADING OR CONSTRUCTION MAY BE BUILT WITHIN THE 10 FOOT STREAM
BUFFER SETBACK. ANY USE ALLOWED BY SECTION 8.5.5 OF THE UDO SHALL BE DESIGNED AND CONSTRUCTED TO
MINIMIZE THE AMOUNT OF INTRUSION INTO THE STREAM BUFFER AND TO MINIMIZE CLEARING, GRADING,
EROSION AND WATER QUALITY DEGRADATION. (UDO SECTION 8.5).
3. 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 LAKE,
STREAM, CREEK, TRIBUTARY, OR ANY UNNAMED BODY OF WATER AND ITS ADJACENT WETLANDS (UDO SECTION 8.9)
4. 50 FOOT WIDE WETLAND BUFFER TO REMAIN IN NATURAL, UNDISTURBED VEGETATION. WETLAND BUFFERS MAY BE USED
FOR PASSIVE RECREATIONAL ACTIVITIES, SUCH AS WALKING AND BICYCLING TRAILS, PROVIDED THAT SERVICE FACILITIES
FOR SUCH ACTIVITIES, INCLUDING BUT NOT LIMITED TO PARKING, PICNICKING AND SANITARY FACILITIES, ARE LOCATED
OUTSIDE OF THE WETLAND BUFFER. ANY USE ALLOWED BY THIS SECTION SHALL BE DESIGNED AND CONSTRUCTED TO
MINIMIZE THE AMOUNT OF INTRUSION INTO THE WETLAND BUFFER AND TO MINIMIZE CLEARING, GRADING, EROSION
AND WATER QUALITY DEGRADATION. (UDO SECTIONS 8.9)
5. 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.
6. ALL SITE IMPROVEMENTS, INCLUDING LANDSCAPING, MUST BE IN PLACE PRIOR TO THE ISSUANCE OF A CERTIFICATE OF
COMPLIANCE. CONTACT THE DURHAM CITY -COUNTY PLANNING DEPARTMENT SITE COMPLIANCE STAFF TO SCHEDULE
AN INSPECTION. SITE COMPLIANCE INSPECTION FEES MUST BE RECEIVED BY THE DURHAM CITY -COUNTY PLANNING
DEPARTMENT PRIOR TO SCHEDULING AN INSPECTION. IF A RE -INSPECTION IS REQUIRED, AN ADDITIONAL INSPECTION
FEE MUST BE RECEIVED BY THIS OFFICE PRIOR TO THE RE -INSPECTION.
7. STREET TREES MEETING THE REQUIREMENTS OF UDO SECTION 9.6 SHALL BE PLANTED PRIOR TO THE ISSUANCE OF A
CERTIFICATE OF COMPLIANCE, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH THE
REQUIREMENTS OF UDO SECTION 9.11.
8. YARD TREES MEETING THE REQUIREMENTS OF UDO SECTIONS 7.1.2C AND 6.8.2C SHALL BE PLANTED PRIOR TO THE
ISSUANCE OF A CERTIFICATE OF COMPLIANCE, UNLESS THE PLANTING HAS BEEN POSTPONED IN ACCORDANCE WITH
THE REQUIREMENTS OF UDO SECTION 9.11.
9. 25 FOOT WIDE UNDISTURBED LANDSCAPE BUFFER. NO CLEARING OR GRADING OTHER THAN SELECTIVE THINNING AND
ORDINARY MAINTENANCE OF EXISTING VEGETATION PERMITTED.
10. 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 UNPAVED
WALKING PATHS AND FOOT TRAILS CONSTRUCTED WITH MINIMAL DISTURBANCE OF TREE ROOTS AND EXISTING
VEGETATION. NO TREE EIGHT INCHES OR GREATER 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, UTILITIES, AND STORMWATER FACILITIES SHALL BE SET BACK AT LEAST 10 FEET FROM THE EDGE OF ANY
PRESERVED TREE COVERAGE AREA. NO EASEMENTS, EXCEPT CONSERVATION, GREENWAY, AND LANDSCAPE EASEMENTS,
SHALL BE INCLUDED WITHIN A TREE COVERAGE AREA.
12. TREE PROTECTION FENCE CONSTRUCTED OF A MATERIAL RESISTANT TO DEGRADATION BY SUN, WIND, AND MOISTURE
FOR THE DURATION OF THE CONSTRUCTION, MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR
ISSUANCE OF A GRADING PERMIT. SUCH FENCING SHALL BE MOUNTED ON METAL POSTS PLACED NO FURTHER THAN 10
FEET APART. SILT FENCING SHALL NOT SERVE AS TREE PROTECTION FENCING. WARNING SIGNS SHALL BE POSTED AT
EACH END OF THE TREE PROTECTION FENCE WITH PERIMETER SIGNS SPACED A MAXIMUM OF 100 FEET ON CENTER
THEREAFTER. EACH SIGN SHALL READ: "NO TRESPASSING/TREE PROTECTION AREA" AND "PROHIBIDO ENTRAR / ZONA
PROTECTORA PARA LOS ARBOLES."
12. ROOT PROTECTION ZONE SHALL BE ESTABLISHED AROUND ALL TREES TO BE PRESERVED. THE ROOT PROTECTION ZONE
SHALL EITHER BE A SIX-FOOT RADIUS AROUND A TREE OR ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER AT
BREAST HEIGHT (DBH) OF EXISTING TREES, WHICHEVER IS GREATER.
13. 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 OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON
THE SIDE OF THIS 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, DUMPING OF WASTE, FILL,
OR PARKING OF EQUIPMENT SHALL BE ALLOWED WITHIN THE ROOT PROTECTION ZONE AND NO TRESPASSING SHALL BE
ALLOWED WITHIN THE BOUNDARY OF THE ROOT PROTECTION ZONE.
14. UDO SITE LIGHTING NOTE (UDO SEC. 7.4)
A. THE MAXIMUM ILLUMINATION PERMITTED AT THE END OF A PROPERTY LINE SHALL BE AS SET FORTH BELOW. WHERE A
DEVELOPMENT IS UNIFIED WITH SHARED PARKING OR OTHER MEASURE SHOWN ON A SITE PLAN, THE MAXIMUM
ILLUMINATION LEVELS SHALL APPLY ONLY TO THE EXTERIOR LOT LINES OF THE PROJECT (ANY INTERIOR LOT LINES
SHALL BE EXEMPT FROM THIS PARAGRAPH).
1. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO RESIDENTIAL ZONING IS 0.5 FOOT
CANDLES.
2. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO NONRESIDENTIAL ZONING IS 5.0
FOOT CANDLES.
3. THE MAXIMUM ILLUMINATION AT THE EDGE OF THE PROPERTY LINE ADJACENT TO A STREET IS 5.0 FOOT-CANDLES.
B. 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.
C. 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.
D. 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.
NON -DIRECTIONAL LIGHTING FIXTURES SHALL BE TRANSLUCENT OR HAVE BAFFLES TO PREVENT VIEWS OF THE LIGHT
SOURCE.
E. UNDER -CANOPY LIGHTING SHALL BE RESTRICTED TO LIGHTING FIXTURES (INCLUDING LENSES) THAT DO NOT PROJECT
BELOW THE BOTTOM OF THE CANOPY.
F. LIGHTING SHALL BE ORIENTED NOT TO DIRECT GLARE OR EXCESSIVE ILLUMINATION ONTO STREETS IN A MANNER
THAT MAY DISTRACT OR INTERFERE WITH THE VISION OF DRIVERS ON SUCH STREETS.
G. THESE STANDARDS MUST BE VERIFIED BY FIELD SURVEY (BY USE OF PHOTO METRIC 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 A BUILDING PERMIT.
15. FOR COUNTY SOIL AND EROSION CONTROL
A. A SEDIMENTATION AND EROSION CONTROL PLAN MUST BE SUBMITTED AND APPROVED PRIOR TO THE ISSUANCE OF A
LAND -DISTURBANCE PERMIT.
B. IF AN OFFSITE SOIL 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.
16. THE WORK TAKING PLACE RELATED TO THE CHANGES IN THIS SITE PLAN WILL BE FULLY COMPLIANT WITH THE NORTH
CAROLINA ACCESSIBILITY CODES (ANSI 117.1-2009 AND CHAPTER 11 OF THE NCBC) 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. A
SEALED 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, MEET THE REQUIREMENTS OF THE NC ACCESSIBILITY CODES PRIOR TO CO ISSUANCE.
17. IN THE EVENT OF COMPACTOR FAILURE, THE OWNER/MANAGER SHALL PROVIDE COLLECTION OF NON -COMPACTED
GARBAGE AS FREQUENTLY AS NECESSARY TO ADEQUATELY SERVE THE COMMUNITY AND PREVENT THE ILLEGAL
PLACEMENT OR DISPOSAL OF GARBAGE AND RECYCL.ABLES.
18. SOLID WASTE CONTAINMENT CAPACITY AND COLLECTION FREQUENCY WILL BE SUFFICIENT TO PREVENT ILLEGAL
PLACEMENT OF TRASH AND RECYCL.ABLES.
SPECIAL CONDITIONS OF APPROVAL
1. ALL UTILITIES MUST BE INSTALLED UNDERGROUND.
2. SITE WILL BE MASS GRADED.
3. TREE REPLACEMENT AREAS SHALL BE PLANTED BEFORE A CERTIFICATE OF COMPLIANCE IS ISSUED, UNLESS THE
PLANTING HAS BEEN DEFERRED TO AN APPROPRIATE SEASON IN ACCORDANCE WITH THE REQUIREMENTS OF
PARAGRAPH 9.11.2, EXTENSIONS FOR ALL OTHER DEVELOPMENT (SECTION 8.3.1.E.9.).
4. ALL DEVELOPMENT ON THIS PLAN THAT IS LOCATED WITHIN THE FLOODPLAIN WILL REQUIRE THE FOLLOWING BEFORE
HOLDS WILL BE RELEASED AND COS ARE GIVEN:
-AS-BUILTS AFTER COMPLETION
-A FLOODPLAIN SITE INSPECTION
-FINAL FLOODPLAIN PERMIT CLOSEOUT
5. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: INSTALL A BUS SHELTER PAD, BUS SHELTER AND AMENITIES
AT THE PROPOSED TRANSIT STOP ALONG THE SOUTH SIDE OF T.W. ALEXANDER DRIVE TO GODURHAM/GOTRIANGLE
SPECIFICATIONS.
6. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: A MINIMUM 5 FT. OF ADDITIONAL ASPHALT WILL BE
PROVIDED FOR THE FULL FRONTAGE OF THE SITE ALONG T.W. ALEXANDER DRIVE AS WELL AS LOUIS STEPHENS DRIVE.
THE ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO ALLOW FOR A BICYCLE LANE.
7. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT: DEDICATE A PUBLIC ACCESS EASEMENT FOR THE SIDEWALK LOCATED
OUTSIDE OF THE RIGHT-OF-WAY FOR THE FRONTAGE OF THE SITE ALONG SOLUTIONS DRIVE. A COPY OF THE RECORDED
PLAT MUST BE SUBMITTED WITH THE FIRST BUILDING PERMIT APPLICATION.
8. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY, CONSTRUCT A CONCRETE MEDIAN ON LOUIS STEPHENS
DRIVE AT THE SITE DRIVEWAY TO PROHIBIT LEFT TURNS FROM THE SITE.
TEXT COMMITMENTS (CASE #Z2000015)
1. THE PROPOSED DEVELOPMENT WILL BE LIMITED TO MULTI -FAMILY RESIDENTIAL AND ACCESSORY USES.
2. THE MAXIMUM NUMBER OF MULTI -FAMILY UNITS TO BE DEVELOPED ON THE SITE WILL BE 176 UNITS.
3. THE MAXIMUM ALLOWED BUILDING HEIGHT SHALL BE 50 FEET.
4. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: SUBJECT TO A DETERMINATION BY GODURHAM AND
GOTRIANGLE ON THE NEED FOR TRANSIT RELATED IMPROVEMENTS AT THE TIME OF SITE PLAN SUBMITTAL,
CONSTRUCT A BUS PULIIOUT AND A CONCRETE PAD/BUS SHELTER TO GODURHAM/GOTRIANGLE SPECIFICATIONS
ALONG THE SOUTH SIDE OF TW ALEXANDER DRIVE.
5. PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY: A MINIMUM 5 FT. OF ADDITIONAL ASPHALT WILL BE
PROVIDED FOR THE FULL FRONTAGE OF THE SITE ALONG T.W. ALEXANDER DRIVE AS WELL AS LOUIS STEPHENS DRIVE.
THE ADDITIONAL ASPHALT WIDENING WILL BE PROVIDED TO ALLOW FOR A BICYCLE LANE.
6. THE SITE WILL CONTAIN A MINIMUM OF FOUR (4) ELECTRIC VEHICLE CHARGING STATIONS.
7. RECREATIONAL OPEN SPACE PROVIDED WILL CONTAIN, AT A MINIMUM, EACH OF THE FOLLOWING:
a. CLUBHOUSE AND POOL.
b. DOG PARK(s) TOTALING AT LEAST 10,890 S.F. IN SIZE.
8. SITE DRIVE #1 WILL BE MEDIAN -DIVIDED WITH LANDSCAPED CENTER ISLAND.
9. PRIOR TO THE ISSUANCE OF THE 1ST CERTIFICATE OF OCCUPANCY: A ONE TIME PAYMENT OF $26,400 WILL BE MADE TO
THE CITY OF DURHAM AFFORDABLE HOUSING FUND.
10. PRIOR TO THE ISSUANCE OF THE 1ST CERTIFICATE OF OCCUPANCY: A ONE TIME PAYMENT OF $18,500 WILL BE MADE TO
THE DURHAM PUBLIC SCHOOLS.
ALEXANDER CROSSING
CONSTRUCTION DRAWINGS
EROSION CONTROL PERMIT
PUBLIC WORKS CONDITIONS OF APPROVAL
1. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA/NCPLA - 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.
2. THE DESIGNING PROFESSIONAL (A NCPE, NCPLS OR NCRLA/NCPLA - 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 TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
3. FIRE FLOW ANALYSIS REQUIRED FOR REVIEW AND APPROVAL AS PART OF THE CONSTRUCTION DRAWING APPROVAL
PROCESS. TO SCHEDULE A FLOW TEST OR TO OBTAIN CURRENT SYSTEM DATA, COMPLETE THE ONLINE APPLICATION AT
HTTP: //CODINETX.DURHAMNC.GOV/SITES/PUBLICWORKS/SITEPAGES/FIRE % 2OFLOW % 2OREQUEST.ASPX.
4. IF A METER 2" OR LARGER IS PROPOSED, CONTACT WATER MANAGEMENT AT 919-560-4381 PRIOR TO THE CONSTRUCTION
OF THE METER VAULT TO VERIFY THE TYPE AND DIMENSIONS OF THE METER.
5. WATER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING WATER MAIN
INSTALLATION.
6. SEWER PERMIT REQUIRED AFTER CONSTRUCTION DRAWING APPROVAL AND PRIOR TO COMMENCING SANITARY SEWER
MAIN INSTALLATION.
7. SEWER PERMIT FROM DURHAM COUNTY REQUIRED. CONTACT DURHAM COUNTY UTILITY DIVISION AT 919-560-9033.
8. AN NCDOT OR CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED.
9. CENTERLINE OF 30 FOOT WIDE CITY OF DURHAM SANITARY SEWER EASEMENT. SUBJECT TO TERMS STATED IN THE
DECLARATION IN REAL ESTATE BOOK 1510, PAGE 958. NO STRUCTURES, FILL, EMBANKMENTS, TREES OR OBSTRUCTIONS
PERMITTED WITHIN THE EASEMENT EXCEPT ACCORDING TO THOSE TERMS.
10. THE LOCATION OF THE SIDEWALKS 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 919-560-4326 FOR A
PRE -CONSTRUCTION CONFERENCE AND FIELD VISIT PRIOR TO ANY WORK ON THE PROPOSED SIDEWALK.
11. A CITY OF DURHAM DRIVEWAY PERMIT IS REQUIRED PRIOR TO ANY DRIVEWAY CONSTRUCTION ON PUBLIC
RIGHT-OF-WAY. SUBMIT PLANS FOR DRIVEWAY PERMIT APPROVAL TO THE DURHAM DEVELOPMENT SERVICES CENTER
PUBLIC WORKS DESK. AFTER OBTAINING THE PERMIT, PLEASE CALL CITY OF DURHAM ENGINEERING INSPECTION
OFFICE AT 919-560-4326 PRIOR TO START OF CONSTRUCTION. [OR] NCDOT DRIVEWAY PERMIT REQUIRED PRIOR TO
CONSTRUCTION. CONTACT NCDOT AT 919-220-4750 FOR REQUIREMENTS.
12. TOWNHOME DEVELOPMENTS MAY BE DESIGNED AND CONSTRUCTED WITH PARKING AREAS ON BOTH SIDES OF THE
TRAVEL LANES. THIS CONFIGURATION IS NOT TO BE CONSIDERED A STREET. IF THIS OPTION IS USED, THE TRAVEL AND
PARKING AREAS SHALL BE NOTED AS "PRIVATE ACCESS AND COMMON AREAS". AS SUCH, THE DEVELOPER SHALL
ACKNOWLEDGE AND MAKE PROSPECTIVE BUYERS AWARE THAT THESE AREAS WILL NOT BE ASSIGNED A STREET NAME,
NOR WILL THEY EVER BE ELIGIBLE FOR MAINTENANCE BY THE CITY OF DURHAM. THE DEVELOPER WILL ENSURE THAT
ALL OF THE ACCESS AND COMMON AREA PROPERTY IS DESCRIBED IN THE COVENANTS AND THAT THE HOME OWNERS
ASSOCIATION IS RESPONSIBLE FOR THE MAINTENANCE OF THIS AREA. THE FOLLOWING NOTE SHALL BE ADDED TO ALL
SITE PLANS AND PLATS ASSOCIATED WITH THE DEVELOPMENT: THE DRIVING AND PARKING AREAS SHOWN ON THIS
DRAWING NOTED AS "PRIVATE ACCESS AND COMMON AREAS" DO NOT MEET CITY OF DURHAM STREET STANDARDS. THE
FEATURES WITHIN THIS AREA ARE PRIVATE AND WILL NEVER BE ELIGIBLE FOR PUBLIC MAINTENANCE.
13. A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO THE INSTALLATION OF EACH UTILITY. ALL
UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION.
14. ABANDONMENT OF WATER SERVICES SHALL INCLUDE EXCAVATING DOWN TO CORPORATION STOP, TURNING IT OFF,
AND CUTTING SERVICE LINE FREE FROM CORPORATION STOP. THE METER, IF PRESENT, SHALL BE RETURNED TO CITY
OF DURHAM. PRIOR TO ANY CREDIT OR REFUND BEING PROCESSED THE METER MUST BE RETURNED TO WATER
MANAGEMENT DEPARTMENT AND THE METER NUMBER VERIFIED AND CODED PROPERLY AS RETURNED. UTILITY
SERVICE ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT. ANY
EXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS.
15. ABANDONMENT OF SANITARY SEWER SERVICE LINES SHALL CONSIST OF EXCAVATING DOWN TO THE SERVICE
CONNECTION TO THE MAIN, CUTTING THIS CONNECTION, AND INSTALLING A WATERTIGHT PLUG IN THE MAIN. THE
SERVICE LINE AND ALL CLEAN -OUT RISERS ON THE SERVICE LINE SHALL BE REMOVED. UTILITY SERVICE
ABANDONMENTS WILL TAKE PLACE PRIOR TO BEGINNING UTILITY CONSTRUCTION WORK FOR A PROJECT. ANY
EXCAVATION AS PART OF ABANDONING UTILITIES WILL REQUIRE BACKFILLING PER CITY OF DURHAM STANDARDS.
16. 1. HORIZONTAL AND VERTICAL SEPARATION
A. SANITARY SEWERS SHALL BE LAID AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED WATER MAIN.
THE DISTANCE SHALL BE MEASURED EDGE TO EDGE. IN CASES WHERE IT IS NOT PRACTICAL TO MAINTAIN A 10-FOOT
SEPARATION, THE CITY OF DURHAM MAY ALLOW DEVIATION ON A CASE -BY -CASE BASIS, IF SUPPORTED BY DATA FROM
THE DESIGN ENGINEER. SUCH DEVIATION MAY ALLOW THE INSTALLATION OF THE SANITARY SEWER CLOSER TO A
WATER MAIN, PROVIDED THAT THE WATER MAIN IS IN A SEPARATE TRENCH OR ON AN UNDISTURBED EARTH SHELF
LOCATED ON ONE SIDE OF THE SANITARY SEWER AND AT AN ELEVATION SO THE BOTTOM OF THE WATER MAIN IS AT
LEAST 18 INCHES ABOVE THE TOP OF THE SEWER.
B. IF IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS DESCRIBED ABOVE OR ANYTIME
THE SANITARY SEWER IS OVER THE WATER MAIN, BOTH THE WATER MAIN AND SANITARY SEWER MUST BE
CONSTRUCTED OF FERROUS PIPE COMPLYING WITH THE PUBLIC WATER SUPPLY DESIGN STANDARDS AND BE PRESSURE
TESTED TO 150 PSI TO ASSURE WATER -TIGHTNESS BEFORE BACKFILLING.
C. A 24-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND SANITARY SEWER LINES OR
FERROUS PIPE SPECIFIED. A 12-INCH VERTICAL SEPARATION SHALL BE PROVIDED BETWEEN STORM SEWER AND WATER
MAINS.
D. IF A 12-INCH VERTICAL SEPARATION IS NOT MAINTAINED AT A CROSSING BETWEEN STORM SEWER AND WATER MAINS
(OR PRESSURE SEWERS), THE WATER MAIN SHALL BE CONSTRUCTED OF FERROUS PIPE AND A CONCRETE COLLAR SHALL
BE POURED AROUND WATER MAINS AND STORM SEWER TO IMMOBILIZE THE CROSSING.
2. CROSSINGS
A. SANITARY SEWER CROSSING WATER MAINS SHALL BE LAID TO PROVIDE A MINIMUM VERTICAL DISTANCE OF 18 INCHES
BETWEEN THE OUTSIDE OF THE WATER MAIN AND THE OUTSIDE OF THE SANITARY SEWER. THE CROSSING SHALL BE
ARRANGED SO THAT THE SANITARY SEWER JOINTS WILL BE EQUIDISTANT AND AS FAR AS POSSIBLE FROM THE WATER
MAIN JOINTS.
B. WHEN IT IS IMPOSSIBLE TO OBTAIN PROPER HORIZONTAL AND VERTICAL SEPARATION AS STIPULATED ABOVE, ONE OF
THE FOLLOWING METHODS MUST BE SPECIFIED.
I. THE SANITARY SEWER SHALL BE DESIGNED AND CONSTRUCTED OF FERROUS PIPE AND SHALL BE PRESSURE TESTED AT
150 PSI TO ASSURE WATER -TIGHTNESS PRIOR TO BACKFILLING, OR
II. EITHER THE WATER MAIN OR THE SANITARY SEWER LINE MAY BE ENCASED IN A WATERTIGHT CARRIER PIPE, WHICH
EXTENDS 10-FEET ON BOTH SIDES OF THE CROSSING, MEASURED PERPENDICULAR TO THE WATER MAIN. THE CARRIER
PIPE SHALL BE OF MATERIALS APPROVED BY THE CITY OF DURHAM FOR USE IN WATER MAIN CONSTRUCTION.
17. 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 REFERENCE GUIDE FOR DEVELOPMENT (RGD)
AND ANY LETTERS TO INDUSTRY POSTED ON THE CITY'S WEBSITE THAT ARE IN EFFECT THE DATE CONSTRUCTION
DRAWINGS ARE FIRST RECEIVED FOR REVIEW BY THE CITY.
18. 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.
19. USE FOR MULTIFAMILY AND OTHER TYPE DEVELOPMENTS:
A. STORMWATER CONTROL MEASURE(S) (SCM(S)) PERMIT FEE(S) AND EITHER A PAYMENT INTO THE STORMWATER FUND
OR THE PROVISION OF AN ALTERNATE SECURITY 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 IF A FINANCIAL GUARANTEE IN THE FORM OF
PAYMENT INTO THE STORMWATER REPLACEMENT FUND IS UTILIZED.
B. AN AS -BUILT CERTIFICATION FOR THE STORMWATER CONTROL MEASURE(S) (SCM(S)), PROVIDED BY THE CERTIFYING
ENGINEER, IS REQUIRED. THE AS -BUILT CERTIFICATION SHALL BE SUBMITTED IN ACCORDANCE WITH THE CITY OF
DURHAM SCM AS -BUILT PROGRAM; REFER TO SECTION 8.6, AS -BUILT CERTIFICATION REQUIREMENTS FOR SCM(S) 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.
C. 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 SUBMITTAL PROCESS. IF, AT THE TIME OF CONSTRUCTION DRAWING SUBMITTAL, IT IS
FOUND THAT THE PROPOSED SCM(S) IS UNDERSIZED, NOT PROPERLY ACCESSIBLE, 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, NOT PROPERLY ACCESSIBLE, OR UNSUITABLE AND
ALTERNATIVE SCM(S) WITH ASSOCIATED EASEMENTS ARE REQUIRED.
D. 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.
20. TO RECEIVE SITE PLAN/PRELIMINARY PLAT APPROVAL FOR DEVELOPMENTS OTHER THAN SINGLE-FAMILY DETACHED,
TOWNHOME, AND DUPLEX RESIDENTIAL DEVELOPMENTS THAT ARE MAKING USE OF NUTRIENT BANKS OR NCEEP, THE
APPROVAL OF THE SITE PLAN/PRELIMINARY PLAT IS CONTINGENT UPON THE PURCHASE OF NUTRIENT CREDITS. IF A
REVISED SITE PLAN/PRELIMINARY PLAT IS SUBMITTED FOR THIS DEVELOPMENT, 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 THE SITE PLAN/PRELIMINARY PLAT, 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.
DESIGN COMMITMENTS (CASE #Z2000015)
1. DESCRIPTION OF PROPOSED ARCHITECTURE
THE BUILDING FRONT ELEVATIONS WILL EACH CONTAIN A MINIMUM OF 10 % BRICK OR NATURAL/SYNTHETIC
STONE VENEER MATERIAL.THE REMAINING AREA TO BE A COMBINATION OF HARDIEPLANK FIBER CEMENT
SIDING AND PVC PANELS/TRIM. NO VINYL SIDING WILL BE ALLOWED.AT LEAST ONE FRONT FACING GABLE ON
EACH BUILDING.
2. DESCRIPTION OF HOW PROPOSED DESIGN WILL FIT INTO THE CONTEXT AREA
ALTHOUGH THE IMMEDIATE CONTEXT IS ZONED AS OFFICE, RESEARCH AND/OR INDUSTRIAL USES, THE AREA
NORTH OF THIS SITE HAS BEEN DEVELOPED MORE TOWARDS MEDIUM TO HIGHER DENSITY RESIDENTIAL USES.
ENVIRONMENTAL AND INFRASTRUCTURE CONSTRAINTS IN THE GENERAL AREA (STREAMS, RAILROAD, ETC.)
LIMIT THE TYPE AND INTENSITY OF DEVELOPMENT. THIS SITE FRONTS ALONG TW ALEXANDER DRIVE/CSX
RAILROAD/SOUTH ALSTON AVENUE. IT IS ALSO ADJACENT TO MEDIUM -HIGH DENSITY RESIDENTIAL
DEVELOPMENTS (APARTMENTS) TO THE NORTH AS WELL AS RTP DEVELOPMENT TO THE SOUTH AND EAST. THE
PROPOSED DEVELOPMENT OF MULTI -STORY BUILDING HEIGHT AND HIGHER RESIDENTIAL INTENSITY WOULD
TRANSITION WELL WITH RTP DEVELOPMENTS WHILE PROTECTING AND PRESERVING NATURAL FEATURES OF
THE SITE.
D2100045 (SITE PLAN)
Z2000015 (DEVELOPMENT PLAN)
AUAAP-Q2 T
6430-10 (DURHAM COUNTY))A
405 T.W. ALEXANDER DR, 5604 SOLUTIONS DR
DURHAM, NC 27713
JAN UARY 19, 2022
REVISED: APRIL 1, 2022
CASE NUMBERS SITE VICI N ITY MAP PARCEL INFORMATION
0 250' S00'
CITY OF DURHAM: CONSTRUCTION DRAWINGS
SHEET INDEX
EX1-2 EXISTING CONDITIONS AND DEMO PLAN
SL1 SITE LAYOUT PLAN
EC1-2 EROSION CONTROL PLAN
DT14 DETAILS PLAN
GENERAL NOTES
1. 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.
2. EDENS LAND ACCEPTS NO RESPONSIBILITY FOR THE ACCURACY OF MAPS AND
DATA WHICH HAVE BEEN SUPPLIED BY OTHERS.
3. ALL DIMENSIONS AND ELEVATIONS SHALL BE VERIFIED IN THE FIELD PRIOR
TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE
ATTENTION OF THE ENGINEER.
PIN: 0737-35-45-4162, PID: 154068
PIN: 0737-35-74-2693, PID: 154038
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
DISTURBED AREA: 8.21 ACRES 0
GENERAL NOTES
1.
BOUNDARY AND TOPOGRAPHIC INFORMATION IS BASED UPON SURVEY BY MURPHY GEOMATICS.
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
N
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.
SITE DATA INFORMATION, CALCULATIONS AND REQUIREMENTS CAN BE FOUND ON SHEET SUL
7.
THE LOCATION OF THIS 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.
8.
A TRAFFIC IMPACT ANALYSIS (TIA) DATED 07/27/21 WAS PREPARED BY RAMEY KEMP & ASSOCIATES,
INC.
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:
HT 'P://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].
OWNER/APPLICANT DURHAM COUNTY SEDIMENTATION & EROSION CONTROL NOTES
SR REAL ESTATE PARTNERS, LLC
4 WEST OAK LANE, SUITE 325
1. IF MORE THAN 12,000 SQ.FT. IS DISTURBED, A LAND -DISTURBING PERMIT WILL BE REQUIRED PRIOR TO THE COMMENCEMENT OF ANY
WHITE PLAINS, NY 10604
LAND -DISTURBING ACTIVITIES.
PH: 914.831.0095
CONTACT: DOUGLAS SMOLEV
2. 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.
ENGINEERING/
3. TREE PROTECTION IS REQUIRED BY THE CITY/COUNTY PLANNING DEPARTMENT. TREE PROTECTION CERTIFICATION MUST BE
LANDSCAPE ARCHITECTURE
SUBMITTED TO THE DURHAM COUNTY EROSION CONTROL DIVISION, AND TREE PROTECTION INSPECTION COMPLETED, PRIOR TO
LAND -DISTURBANCE PERMIT ISSUANCE.
EDENS LAND CORP.
112 E. MAIN STREET
4. IF AN OFF -SITE SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN
DURHAM, NC 27701
THE LAND DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND DISTURBANCE PERMIT.
PH: 919.316.1855
EMAIL: [e-mail]
5. IF THE DISTURBED AREA EXCEEDS FIVE (5) ACRES, AN IMPROVEMENT SECURITY WILL BE REQUIRED PRIOR TO LAND -DISTURBING PERMIT
CONTACT: CHRIS MEHL, P.E.,
ISSUANCE.
DIRECTOR - CIVIL ENGINEERING SERVICES
SURVEYING
MURPHY GEOMATICS, PLS
10505 LEAFWOOD PLACE
RALEIGH, NC 27613
PH: 919.280.8189
EMAIL: [e-mail]
CONTACT: JONATHAN MURPHY, PLS
NOTE: CITY OF DURHAM STANDARDS AND SPECIFICATIONS USED.
rm. EdensLand
112 E. Main Street www.edens.inc
Durham, NC 27701 919.316.1855
NOTE: CONTRACTOR TO VERIFY EXISTING
INFORMATION PRIOR TO CONSTRUCTION.
NOTIFY ENGINEER OF ANY DISCREPANCIES.
CALL BEFORE YOU DIG
North Carolina
One -Call Center
[phone]
www.ncocc.org