NCC214196_Site Plan or Location Map_20210722

15 REAR SETBACK _ 7 5' •
' SITE DATA TABLE � %d•�
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I SIDE PASCHAL, GEORGE WASHINGTON III & 4
SITE SPECIFIC NOTES: 7.5' i 25X30 j SETBACK OWNER: C..)
S"I'REE'I NAME RAW WIDTH PVMT TOTAL LENGTH (CL) PASCHIAL, LAURA H y r
1. THE DEVELOPER IS:THOMAS J.ANHUT,ANHUT PROPERTIES LLC, SIDE I I r �• t
610 PRESIDENTS WALK,CARY NC 27519 SETBACK 1 2800 BLUE RIDGE RD #300 RALEIGH' NC d
2. THE SURVEYOR IS:CAWTHORNE, MOSS AND PANCIERA,P.C. I 1 50' 20' 2,232' OWNER ADDRESS: 27607
3. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM WAKE COUNTY GIS I A=960 WEXFORD WOODS LANE
4. ALL LOTS WILL HAVE A MINIMUM LOT SIZE OF 30,000 SQ.FT. I 60X60 F B=144 50' 20' 1,226' TYPE OF PROJECT: RESIDENTIAL
5. APPROXIMATE TOTAL LINEAR FEET OF PROPOSED ROAD=8,405;ALL ROADS WILL BE PUBLIC. I I C=36 TRIFLE LANE
6. RIGHT-OF-WAY WIDTHS SHALL BE 50' D COUNTY: WAKE
I A I D=3600
7. CUL-DE-SACS SHALL BE RADIUS 50'R/W AND 35'RADIUS EOP j E=750 WEXFORD POND WAY 50' 20' 2,076' SITE AREA: PHASE 1 & 2 127.52 ACRES / 5,554,694 SQ.FT.
8. ALL LOTS WILL BE SINGLE FAMILY RESIDENTIAL.
9. ALL LOTS WILL BE SERVED WITH A COMMUNITY WATER SYSTEM i C 4 i 5,490 PHASE 1 69.89 ACRES / 3,044,408 SQ.FT.
10. PHASE I IS ALREADY BUILT AND RECORDED. 1 6X6 I ROAD D 50 _U' 177
1 i DISTURBED AREA: 23.12 ACRES
12 ROAD E 50' 20' 1 811' PHASE I: 12.67 ACRES
1
PHASE II: 10.45 ACRES lb
_1 S'FRONT SETBACK _ ROAD F 50' 20' 528'
NO. OF EXISTING BLDS: 1 W V
ROAD G 50' 20' 355' EXISTING IMPERVIOUS 532 SQ.FT ^^ '
TYPICAL LOT IMPERVIOUS SURFACE PERCENT IMPERVIOUS: PROPOSED 18.6% (30% MAX.)
7,500 SF ALLOWED
PHASE I: 18.0%
PHASE II: 19.4% v N
GENERAL NOTES:
SETBACKS FRONT: 15' •y��n U N
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL LOCAL,COUNTY,OR STATE REQUIRED BUILDING PERMITS. BACK: 15' U U
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE LOCATION OF ALL EXISTING UTILITIES PRIOR TO BEGINNING ANY WORK ON THE SITE. SIDES: 7.5' �` O Zoo
3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH ALL THE APPROPRIATE UTILITY COMPANYS(ELECTRIC,GAS,TELEPHONE,ETC.). W
4. THE CONTRACTOR SHALL BE AWARE OF ANY OVERHEAD POWER LINES AND SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THAT PERSONNEL AND TRAFFIC , F-�I i- ct
j �f MINIMUM LOT WIDTH: 75 ALLOWED
ARE SAFE AT ALL TIMES. =
5. THE UTILITY CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL EXISTING UTILITIES,CHARTED OR UNCHARTED, LOCATED OR UNLOCATED.ANY AND 1 V�L j AVERAGE LOT SIZE: 33,683 SQ.FT
ALL WORK PERFORMED TO REPAIR UTILITIES DAMAGED BY THE UTILITY CONTRACTOR MUST MEET THE APPROVAL OF THE ASSOCIATED UTILITY COMPANY AND THE v l/� CIA 3
UTILITY CONTRACTOR WILL BE RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH ANY SUCH REPAIRS. V MAXIMUM HEIGHT: 35, ' 3 3
6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PLACEMENT OF A SUITABLE BACKFILL MATERIAL AND SHALL PLACE MATERIAL IN 12"LAYERS AND COMPACT SAID C1 �OT r MINIMUM LOT SIZE: 30,000 SQ.FT
FILL TO A 95%STANDARD PROCTOR.
7. THE CONTRACTOR SHALL BE COGNIZANT OF THE EROSION CONTROL DEVICES FOR THIS PROJECT AND SHALL MAKE EVERY EFFORT TO ASSURE THAT ALL SUCH NUMBER OF LOTS: 110 V�
DEVICES ARE KEPT CLEAN AND IN APPROPRIATE WORKING ORDER.AFTER EACH STORM OR RAINFALL EVENT,ALL COLLECTED SEDIMENT SHALL BE REMOVED AND
THE DEVICES RETURNED TO THEIR ORIGINAL CONDITION.THE CONTRACTOR SHALL REIMBURSE ANY FINES, DUE TO EROSION CONTROL FAILURES,TO THE !� > R/W WIDTH' SO,
O
OWNER/DEVELOPER.
8. THE CONTRACTOR SHALL MAINTAIN TRAFFIC CONTROL DURING ALL PHASES OF THIS CONSTRUCTION IN ACCORDANCE WITH NCDOT STANDARDS. RADIUS ON CUL-DE-SAC BULB: 50' ROW / 35' EOP
9. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH A MINIMUM AMOUNT OF INCONVENIENCE TO TRAFFIC. r 7
10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD(MOST CURRENT EDITION). y LANDUSE AND CLASS: WOODED/VACANT
11. PRIOR TO CONSTRUCTION BEGINNING,ALL SIGNAGE AND TRAFFIC CONTROL SHALL BE IN PLACE.
12. ANY CHANGES OR DEVIATIONS FROM THESE PLANS NO MATTER HOW MINOR SHALL BE DONE ONLY WITH THE EXPRESS"PRE-APPROVAL"OF THE PROJECT (1 PIN: 1831378421
ENGINEER. v PHASE I: DB 014977 PG 02468
13. IT IS REQUIRED BY THE STATE,THAT THE ENGINEER CERTIFY THE AS-BUILT CONDITIONS OF THE WATER UTILITIES AFTER THEY HAVE BEEN CONSTRUCTED.IT IS /� \ DEED BOOK & PAGE #: PHASE II: DB 017041 PG 01540
THEREFORE NECESSARY THAT THE ENGINEER WITNESS AND MONITOR THE CONSTRUCTION PROCESS.IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE O
ENGINEER,WITH AT LEAST 48 HOURS OF ADVANCE NOTICE OF WHEN THE CONSTRUCTION WILL TAKE PLACE SO THAT PROPER INSPECTIONS CAN BE MADE. ZONING: R-40W
14. ALL EROSION CONTROL WORK SHALL CONFORM TO THE WAKE COUNTY AND NCDENR STANDARDS AND SPECIFICATIONS.
15. TO PREVENT SHORT CIRCUITING OF SEDIMENT TRAPS,ALL TRAPS CALL FOR SILT FENCE FLOW DIVERSIONS PER TRAPS DETAIL. 1 TOWNSHIP: WAKE FOREST
16. TEMPORARY DIVERSION DITCHES SHALL BE INSTALLED ALONG THE SIDES OF THE CLEARING AREA UNTIL SUCH TIME AS THE TYPICAL ROADWAY SECTION CAN BE ^� 1A WATERSHED: FALLS LAKE
ESTABLISHED.
17. NO EROSION CONTROL MEASURES MAY BE REMOVED WITHOUT THE PRIOR APPROVAL OF BOTH THE PROJECT ENGINEER AND WAKE COUNTY INSPECTOR. O
18. THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE
EROSION CONTROL DEVICES OR STRUCTURES.IN ANY EVENT,SLOPES LEFT EXPOSED WILL,WITHIN 14 CALENDAR DAYS OF COMPLETION OF ANY PHASE OF D UI�HA M IUD.
GRADING,BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY GROUND COVER, DEVICES OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION.PERMANENT 98
T T r Revision:30APR2018-JBT
/
GROUNDCOVER WILL BE PROVIDED FOR ALL DISTURBED AREAS WITHIN 14 CALENDAR DAYS.(PER GENERAL STATUTE 113A-57 PARAGRAPH 2&3). (� �j l� 07MAY20]8-JBT/07JUN2018-JBT/
19. NO DISTURBED AREA SHALL BE ALLOWED TO REMAIN UNPROTECTED AND MUST BE MULCHED AND SEEDED WITHIN 14 DAYS OF WHEN WORK WAS CONDUCTED. A-4 J�•
20. SEEDING OF THE SHOULDERS SHALL BE IN ACCORDANCE WITH THE EROSION CONTROL DETAIL SHEET WITH THESE PLANS. 1J 22AUG2018-JBT/24AUG2018-JBT/
21. THE WATER LINES SHALL BE BURIED A MINIMUM OF 3'DEEP,FROM THE TOP OF THE FINISHED GROUND ELEVATION TO THE TOP OF THE PIPE THROUGH THE ENTIRE 160CT2018-JBT/08NOV2018-JBT/
LENGTH OF THE PIPE. IOFEB2020-JBT/15JUN2021-JBT/
IV
22. THE METER SETTERS SHALL BE PLACED AT LEAST SIX(6)FEET FROM THE PROPERTY LINE BETWEEN THE LOTS AND NO MORE THAN TEN(10)FEET FROM THE 28.TUN2021 .JBT/30JUN2021 -JBT
PROPERTY LINE BETWEEN THE LOTS.THE METER SETTERS SHALL BE LOCATED ONE(1)FOOT WITHIN THE RIGHT-OF-WAY NEAR THE LOT CORNER OF EACH LOT fV �j►
(UNLESS RESTRICTED BY SIDEWALK IN WHICH CASE WILL BE PLACED A REASONABLE DISTANCE FROM THE SIDEWALK BUT NO FURTHER THAN 6 FEET). .A�1 A V
23. EACH WATER LINE TAP SHALL BE INDIVIDUAL AND MADE A MINIMUM OF 121,APART. B �� WATER SUPPLY WATERSHED BUFFER CROSSING
24. THE MINIMUM CORNER CLEARANCE FROM THE CURB LINE OR EDGE OF PAVEMENT OF INTERSECTING STREETS SHALL BE AT LEAST TWENTY(20)FEET FROM THE
POINT OF TANGENCY OF THE RADIUS CURVATURE,OR TWENTY(20)FEET FROM THE INTERSECTION OF RIGHT-OF-WAY LINES,WHICHEVER IS GREATER.THE RADIUS J} DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY DWELLINGS p oN
OF THE DRIVEWAY SHALL NOT ENCROACH ON THE MINIMUM CORNER CLEARANCE. THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY N Q y
25. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN,NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE 1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER(INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS)EXISTS. o w x
LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE,FENCE,WALL,SIGN, PARKED VEHICLE OR OTHER OBJECT. 2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE
26. ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH ALL WAKE COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS. ~ 3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE FEET IN AREA O 4
27. WORK WITHIN THE NCDOT RIGHT-OF-WAY SHALL CONFORM TO THE NCDOT STANDARDS AND SPECIFICATIONS. 4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE(AND NOT LESS THAN 60 DEGREES) p 'w
28. OPEN SPACE SHALL BE OWNED AND MANAGED BY THE HOA. 5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL:VERTICAL)RATIO(BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET O � X
29. ALL SEDIMENT COLLECTED AND REMOVED FROM SCM WILL BE DISPOSE OF AT AN OFFSITE LOCATION. THIS AND THE DISTURBANCE WIDTH STANDARD)
30. THE TYPE OF PROPOSED WASTEWATER DISPOSAL FOR THIS DEVELOPMENT WILL BE INDIVIDUAL SEPTIC AND DRAIN FIELDS. 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKEct
31. APPROVAL AND A TREE SURVEY IS REQUIRED PRIOR TO ANY ACTIVITY AND/OR CONSTRUCTION IN THE TREE AND VEGETATION PROTECTION ZONE COUNTY ENVIRONMENTAL SERVICES V1 c a.
a, 3
STREAM CROSSING SEQUENCE (ROADS): ROAD CROSSINGS(PUBLIC OR PRIVATE ROADS) p R
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS �-
1. OBTAIN PROPER NCDENR AND USACOE WETLAND PERMITS. 2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OF EASEMENT WIDTH,OR IN NO CASE IS MORE
2. SEE CONSTRUCTION SEQUENCE AND FOLLOW STEPS 1-4. THAN 90 FEET WIDE
3. CONTRACTOR SHALL INSTALL CULVERTS WITHIN A 24 HOUR(48 HOUR MAXIMUM)PERIOD OF DRY WEATHER USING A DITCH BLOCK(DAM)UP STREAM WITHIN THE 3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA
EXISTING CHANNEL AND PUMP ANY WATER AROUND THE CONSTRUCTION AREA. IF INSTALLATION IS ANTICIPATED TO TAKE LONGER THAN 48 HOURS OR IF A 4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE(AND NOT LESS THAN 60 DEGREES)
PERIOD OF DRY WEATHER IS NOT ANTICIPATED,THEN THE CONTRACTOR SHALL INSTALL A TEMPORARY BY-PASS CHANNEL.SEE LATERAL DITCH DETAIL. 5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL:VERTICAL) RATIO(BRIDGING AND/OR RETAINING WALLS MAY BE USED TO MEET O
4. INSTALL PERMANENT CULVERT CROSSING.
THIS AND THE DISTURBANCE WIDTH STANDARD)
5. REMOVE TEMPORARY ROCK DAM AND PUMP ONCE WATER CAN BE DIVERTED INTO NEW CULVERTS. 6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25-YEAR STORM EVENT OR AS OTHERWISE REQUIRED BY WAKE
COUNTY ENVIRONMENTAL SERVICES con
ZONING BREAKDOWN: Phase I ZONING BREAKDOWN: Phase 2 1 �T� • ��
TOTAL TRACT AREA: 71 .97 AC TOTAL TRACT AREA: 55.55 AC
SITE AREA IS IN R-40W ZONING DISTRICTS SITE AREA IS IN R-40W ZONING DISTRICTS
L
PROPOSED DEVELOPMENT DATA PROPOSED DEVELOPMENT DATA
• CLUSTER SUBDIVISION 0 CLUSTER SUBDIVISION
• ALLOWABLE DENSITY = 71 LOTS MAX (71.97 X 1 LOT/AC) • ALLOWABLE DENSITY = 55 LOTS MAX (55.55 X 1 LOT/AC) 401
PROPOSED NUMBER OF LOTS: 58 PROPOSED NUMBER OF LOTS: 52 �� 1
• AVERAGE LOT SIZE: 34,351 SF a AVERAGE LOT SIZE: 32,938 SFSHEET INDEX
• OPEN SPACE REQUIRED = 17.99 AC (71.97 AC X 0.25) OPEN SPACE REQUIRED = 13.89 AC (55.55 AC X 0.25)
• OPEN SPACE PROVIDED = 20.06 AC 0 OPEN SPACE PROVIDED = 12.16 AC
COVER ...................................................................................
PHASE 1 PHASE 2 v VICINITY MAP EXISTING CONDITIONS .................... ..................... 2
IMPERVIOUS AREA CHART FOR R-40W SOILS ................................................................................................................... 3
IMPERVIOUS AREA CHART FOR R-40W NT3
TOTAL AREA 71.97 AC 3,135, 105 SF TOTAL AREA 55.55 AC 2,419,558 SF SITE PLAN (A) ..................................................................................................... 4 0
ALLOWED IMPERVIOUS (18%) 555,429 SF ALLOWED IMPERVIOUS (19.8%) 478,365 SF SITE PLAN (B) 0 �I
..................................................................................................... 5
88,365 SF
ROAD 114,045 SF ROAD DRAINAGE DELINEATION PRE POST SCM
WELL ACCESS RD & HOUSE 4,197 SF WELL ACCESS RD & HOUSE 0 SF ( ) """""""""""""""""""""""" 6 u
P4
MAIL KIOSK AREA 2,187 SF MAIL KIOSK AREA 0 SF DRAINAGE DELINEATION ( PIPES, SEDIMENT BASIN AND SWALE) ... 7
REMAINING IMPERVIOUS 14J5,000 SF REMAINING IMPERVIOUS 390,000 SF EROSION CONTROL (PRE) A ............................................................................ 8
TOTAL IMPERVIOUS ALLOWED FOR LOTS 435,000 SF ITOTAL IMPERVIOUS ALLOWED FOR LOTS 390,000 SF EROSION CONTROL (PRE) B ............................................................................ 9
IMPERVIOUS ALLOWED PER LOT 58 = 7,500 SF IMPERVIOUS ALLOWED PER LOT 52 = 7,500 SF WAKE COUNTY CONSTRUCTION SEQUENCE REQUIRED WAKE COUNTY BASIN REMOVAL SEQUENCE EROSION CONTROL (POST) A ......................................................................... 10
1. SCHEDULE A PRE-CONSTRUCTION CONFERENCE WITH THE 1 SCHEDULE A SITE MEETING WITH THE ENVIRONMENTAL CONSULTANT TO EROSION CONTROL (POST) B ......................................................................... 11
ENVIRONMENTAL CONSULTANT.OBTAIN A LAND DISTURBING PERMIT. DETERMINE IF A BASIN CAN BE REMOVED. INSTALL SILT FENCING OR OTHER EROSION CONTROL STORMWATER WEXFORD WOODS (1) PLAN & PROFILE
2. INSTALL GRAVEL CONSTRUCTION PAD,TEMPORARY DIVERSIONS,SILT TEMPORARY EROSION CONTROL MEASURES AS NEEDED PRIOR TO REMOVAL 12
,
FENCE,SEDIMENT BASINS OR OTHER MEASURES AS SHOWN ON THE WEXFORD WOODS (2) PLAN & PROFILE ...................................................... 13
ZONING BREAKDOWN: Phase I & 2 APPROVED PLAN.CLEAR ONLY AS NECESSARY TO INSTALL THESE OF THE BASIN. AND FLOODPLAIN MANAGEMENT
DEVICES. SEED TEMPORARY DIVERSIONS, BERMS AND BASINS 2. CONTACT NCDEQ-RALEIGH REGIONAL OFFICE(919)791-4200 TO DETERMINE TRIFLE LANE PLAN AND PROFILE ................................................................ 14
TOTAL TRACT AREA: 127.52 AC IMMEDIATELY AFTER CONSTRUCTION. THE DIVISION OF ENERGY, MINERAL AND LAND RESOURCES CONTACT PERSON WEXFORD POND (1) PLAN AND PROFILE .................................................... 15
SITE AREA IS IN R-40W ZONING DISTRICTS 3. CALL ENVIRONMENTAL CONSULTANT FOR AN ONSITE INSPECTION BY TO RECEIVE DEWATERING NOTIFICATIONS. AT LEAST 10 DAYS PRIOR TO APPROVED
THE ENVIRONMENTAL CONSULTANT TO OBTAIN A CERTIFICATE OF BEGINNING DEWATERING ACTIVITY,SEND EMAIL TO NCDEQ-DEMLR CONTACT WEXFORD POND (2) PLAN AND PROFILE .................................................... 16 O
COMPLIANCE. PERSON AND COPY ENVIRONMENTAL CONSULTANT THAT MET YOU ONSITE. ROAD D / SWALE PLAN AND PROFILE """"""""""""""""""""""""""""' 17
PROPOSED DEVELOPMENT DATA 4. BEGIN CLEARING AND GRUBBING.MAINTAIN DEVICES AS NEEDED. THE EMAIL SHOULD INCLUDE:E&SC JURISDICTION:WAKE COUNTY,WAKE EROSION CONTROL ElS-
• CLUSTER SUBDIVISION ROUGH GRADE SITE. COUNTY PROJECT:NAME, NUMBER,AND LOCATION (CITY/TOWN), D ROAD E-1 PLAN AND PROFILE ...................................................................... 18
• ALLOWABLE DENSITY = 127 LOTS MAX (127.52 X 1 LOT/AC) 5. INSTALL STORM SEWER,IF SHOWN,AND PROTECT INLETS WITH BLOCK ENVIRONMENTAL CONSULTANT NAME,AND ADDRESS THE FOLLOWING: STORMWATER MGMT. ❑ S- ROAD E-2 PLAN AND PROFILE ....................................................................... 19
PROPOSED NUMBER OF LOTS: 110 AND GRAVEL INLET CONTROLS,SEDIMENT TRAPS OR OTHER A)REASON FOR CONVERSION O
AVERAGE LOT SIZE: 33,683 SF APPROVED MEASURES AS SHOWN ON THE PLAN.BEGIN B)BASIN# ROAD F PLAN AND PROFILE ........................................................................... 20 ^
• CONSTRUCTION, BUILDING,ETC. C)DEWATERING METHOD,AND ALL OTHER NECESSARY INFO FROM FLOOD STUDY ❑ S- ROAD G PLAN AND PROFILE ................... 21
• OPEN SPACE REQUIRED = 31.22 AC (127.52 AC X 0.25) 6. STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISH GRADE WITH
.......................................................
OPEN SPACE PROVIDED = 32.22 AC VEGETATION, PAVING, DITCH LININGS,SEED AND MULCH DENUDED PART II, SECTION G,ITEM 4 OF THE NCG01. O
• (KEEP EMAIL FOR YOUR NPDES MONITORING DOCUMENTATION) DATE SCM PLAN AND PROFILE ................................................................................ 22
AREAS PER GROUND STABILIZATION TIME FRAMES. 3. AFTER RECEIVING POSITIVE CONFIRMATION FROM NCDEQ-DEMLR THAT YOU
PHASE 1 & 2 7. WHEN CONSTRUCTION IS COMPLETE AND ALL AREAS ARE STABILIZED MAY REMOVE THE BASIN OR ON > DAY 11,WHICHEVER IS SOONER, REMOVE SCM-5 POND REPAIR........................................................................................... 23
IMPERVIOUS AREA CHART FOR R-40W COMPLETELY,CALL ENVIRONMENTAL CONSULTANT FOR AN BASIN(S)AND ASSOCIATED TEMPORARY DIVERSION DITCHES. IF PIPES NEED OFFSITE EXISTING ROAD............................ ..... 24
INSPECTION. .................................................
TOTAL AREA 127.52 AC 5,554,663 SF TO BE EXTENDED, PERFORM THIS OPERATION AT THIS TIME. FINE GRADE AREA K : NCDOT STRIPING DETAIL................
8. IF SITE IS APPROVED, REMOVE TEMPORARY DIVERSIONS,SILT FENCE, WA\ Y ................................................................. 25
ALLOWED IMPERVIOUS (fs.sx) 1,033,527 SF IN PREPARATION FOR SEEDING. ENVIRONMENTALCO�s[iLT,�>\Ts1c��nTURr
ROAD 202,410 SF SEDIMENT BASINS, ETC.,AND SEED OUT OR STABILIZE ANY RESULTING 4. PERFORM SEEDBED PREPARATION, SEED, MULCH AND ANCHOR ANY „y, 11r':,, EROSION CONTROL DETAIL................ ......... 26
BARE AREAS.ALL REMAINING PERMANENT EROSION CONTROL """"""""""""""""""""""""""
WELL ACCESS RD & HOUSE 4,196 SF DEVICES,SUCH AS VELOCITY DISSIPATORS,SHOULD NOW BE RESULTING BARE AREAS IMMEDIATELY. WAKE COUNTY EROSION CONTROL DETAILS............................................ 27
MAIL KIOSK AREA 1,931 SF INSTALLED.
5. INSTALL VELOCITY DISSIPATORS AND/OR LEVEL SPREADERS AS REQUIRED ON
REMAINING IMPERVIOUS 1825,000 SF 9. WHEN VEGETATION HAS BECOME ESTABLISHED,CALL FOR A FINAL THE EROSION CONTROL PLAN. WAKE COUNTY EROSION CONTROL DETAILS............................................ 28
SITE INSPECTION BY THE ENVIRONMENTAL CONSULTANT.OBTAIN A 6. WHEN SITE IS FULLY STABILIZED,CALL ENVIRONMENTAL CONSULTANT FOR NCDOT DETAIL (1)................
APPROVAL OF REMOVING REMAINING TEMPORARY EROSION CONTROL 29
TOTAL IMPERVIOUS ALLOWED FOR LOTS 825,000 SF CERTIFICATE OF COMPLETION. NCDOT DETAIL (2)
MEASURES AND ADVICE ON WHEN SITE CAN BE ISSUED A CERTIFICATE OF •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••• 30
N.C. UNDERGROUND UTILITIES JIMPERVIOUS ALLOWED PER LOT 110 = 7500 SF COMPLETION. WATER DETAIL.................................................................................................... 31
NOTE: A MEETING SHOULD ALSO BE SCHEDULED WITH THE
3 DAYS BEFORE DIGGING CALL NVIRONMENTAL CONSULTANT TO DETERMINE WHEN A BASIN MAY BE WELL DETAIL....................................................................................................... 32
TOLL FREE 811 or(800)632-4949 CONVERTED FOR STORMWATER USE.SOME MUNICIPALITIES MAY ALSO MISCELLANEOUS DETAIL........................
REQUIRE THIS.
A ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY