NCC223593_Site Plan or Location Map_20221025

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OWNERS:
AUBREY BAYNES, SIDNEY BAYNES, &ANN KNOTT
P.O. BOX 968
WENDELL, NC 27591
PHONE: [phone]
OLD HERITAGE BUILDERS & REALTY INC.
P.O. BOX 40
ZEBULON, NC 27597
CONTACT: CHUCK CORBETT
PHONE: [phone]
PLANNING AND ENGINEERING CONSULTANT:
THE SPAULDING GROUP, PA
1611 JONES FRANKLIN ROAD, SUITE 101
RALEIGH, NORTH CAROLINA 27606
PHONE: [phone]
FAX: [phone]
CONTACT: THOMAS J. SPAULDING, P.E. email: [e-mail]
LANDSCAPE ARCHITECT
TMTLA ASSOCIATES
5011 SOUTHPARK DRIVE, SUITE 200
DURHAM, NC 27713
PHONE: [phone]
FAX: [phone]
CONTACT: TONY M. TATE, RLA, email: [e-mail]
SURVEYOR:
ROBINSON & PLANTE
970 TRINITY ROAD
RALEIGH, NORTH CAROLINA 27607
PHONE: [phone]
CONTACT: KEVIN WHEELER, email: [e-mail]
ENVIRONMENTAL:
PHASE 1 ESA: SPANGLER ENVIRONMENTAL INC.
4338 BLAND ROAD
RALEIGH, NC 27609
PHONE: [phone]
WETLANDS: S&EC
8412 FALLS OF NEUSE ROAD, SUITE 104
RALEIGH, NC 27615
PHONE: [phone]
DEVELOPER:
MCKENZIE MEADOWS DEVELOPERS, LLC
341 KILMAYNE DRIVE SUITE 201
CARY, NC 27511
PHONE: [phone],
CONTACT: KIRBY LAFORCE, email: [e-mail]
SITE
DATA
PROJECT ADDRESS: 815 OLD ZEBULON ROAD
TOWNSHIP: WENDELL
COUNTY: WAKE
STATE: NORTH CAROLINA
PARCELACREAGE: 35.204 AC PIN: 1794-15-7657
REID:0336980 DB: 011582 PG: 00060
ZONING:RA
17.301 AC 1794-05-6758
0030026 006319 00591
R-3
16.461 AC 1794-25-6786
0336979 011582 00060
RA
0.201 AC 1794-16-1410
0206484 006319 00591
R-3
0.195 AC 1794-06-6233
0206483 006319 00591
R-3
0.208 AC 1794-05-2762
0206482 006319 00591
R-3
TOTAL PARCEL AREA: 69.57 AC (68.89 AC AFTER RIGHT
OF WAY DEDICATION)
PROPOSED ZONING: R7-CD
PHASE 1A: 40' SF LOTS= 28
PHASE 4 AMENITY PARKING REQUIRED:
50' SF LOTS= 13
1-2 SPACES PER 1000 SF
22' TH LOTS= 32
PHASE 1 B: 22' TH LOTS= 48
PHASE 2A: 40' SF LOTS= 40
TOT LOT: 8,000 8-16
50' SF LOTS= 16
TOTAL: 8,000 8-16
PHASE 2B: 40' SF LOTS= 40
50' SF LOTS= 3
PROVIDED 8
PHASE 3A: 22' TH LOTS= 20
28' TH LOTS= 17
BIKE REQUIRED: 20 PARKING OR 1
PHASE 3B: 22' TH LOTS= 15
PROVIDED: 2
28' TH LOTS= 14
PHASE 4: 50' SF LOTS= 34
TOTAL TOWNHOME LOTS = 146
TOTAL 40' SINGLE FAMILY LOTS = 108
TOTAL 50' SINGLE FAMILY LOTS = 66
TOTAL NUMBER OF LOTS: 320
GROSS DENSITY=320/68.89 AC=4.645 UNITS/ACRE
MINIMUM SETBACKS SF 50' SF 40' TOWNHOME
FRONT SETBACK 20' 20' 20'
REAR SETBACK 20' 20' 10,
SIDE SETBACK 3' 3'
5'
OPEN SPACE REQUIREMENTS
174 SINGLE FAMILY UNITS x 1,750 SQ. FT.
= 6.99 AC.
146 TOWNHOME UNITS x 1,000 SQ. FT.
= 3.35 AC.
TOTAL REQUIRED OPEN SPACE
= 10.34 AC. (19.87 AC. PROVIDED)
25% REQUIRED FOR IMPROVED PARK SPACE:
= 2.59 AC. (2.86 AC. PROVIDED)
FULLY ACTIVE OPEN SPACE:
= 1.60 AC.
IMPROVED PARK SPACE:
= 1.26 AC.
PASSIVE OPEN SPACE
= 15.33 AC.
PROJECTED IMPERVIOUS AREAS
ROADS: 6.61 AC.
AMENITY AREAS: 0.69 AC.
TOWN HOME LOTS: 6.03 AC.
40' SINGLE FAMILY LOTS: 7.74 AC.
MAX 3,120 SF/LOT
50' SINGLE FAMILY LOTS: 6.24 AC.
MAX 4,120 SF/LOT
TOTAL IMPERVIOUS AREA: 27.31 AC.
IMPERVIOUS SURFACE PERCENTAGE: 39.64%
GENERALNOTES
1. BOUNDARY INFORMATION AND ALL JURISDICTIONAL STREAMS AND WETLANDS TO BE
DELINEATED AND LOCATED BY ROBINSON & PLANTE, PLLC.
2. FIELD TOPOGRAPHIC INFORMATION TAKEN FROM WAKE COUNTY GIS.
3. CONTRACTOR SHALL VERIFY THE LOCATION OF ALL EXISTING UTILITIES AND SHALL
BE RESPONSIBLE FOR ANY DAMAGE RESULTING FROM HIS ACTIVITIES. CALL UTILITY
LOCATOR SERVICE AT LEAST 48 HOURS PRIOR TO DIGGING.
4. ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF WENDELL STANDARDS AND
SPECIFICATIONS.
5. ALL UTILITIES SHALL BE LOCATED UNDERGROUND AND SHALL CONFORM TO THE
CITY OF RALEIGH STANDARDS AND SPECIFICATIONS.
6. WHEELCHAIR RAMPS AND DEPRESSED CURBS SHALL BE CONSTRUCTED IN
ACCORDANCE WITH NC BUILDING CODE, VOLUME C, ACCESSIBILITY.
7. SIGN PERMITS SHALL BE REQUIRED FOR ANY SIGNAGE IN THE TOWN OF WENDELL.
PERMITS WILL BE REQUIRED PRIOR TO FABRICATION OR INSTALLATION OF SIGNS.
SIGN PERMITTING IS A SEPARATE SUBMITTAL, REVIEW AND APPROVAL PROCESS.
8. AN EROSION CONTROL PERMIT IS REQUIRED FROM WAKE COUNTY ENVIRONMENTAL
SERVICES PRIOR TO ANY GRADING ON THIS SITE. GRADING CONTRACTOR SHALL
CONTACT WAKE COUNTY FOR FINAL VERIFICATION OF ON -SITE EROSION CONTROL
MEASURES PRIOR TO CONSTRUCTION.
9. NO REVISIONS MAY BE MADE WITHOUT PERMISSION FROM THE PERMIT ISSUING
AUTHORITY.
10. ALL LANDSCAPING SHOULD BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH
THE TOWN OF WENDELL'S STANDARDS.
11. DO NOT SCALE DRAWINGS. DIGITAL INFORMATION SHALL BE PROVIDED FOR
CONSTRUCTION.
12. ALL DIMENSIONS ARE REFERENCED FROM BACK OF CURB TO BACK OF CURB.
13. CONTRACTOR SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM THE STRUCTURE IN
ALL LOCATIONS.
14. BUILDINGS SHALL BE FIELD STAKED BY A PROFESSIONAL SURVEYOR PRIOR TO
CONSTRUCTION.
15. ALL PARKING AREAS SHALL BE SURFACED WITH 6" CABC AND 2 2" ASPHALT. DRIVE
AISLES SHALL BE SURFACES WITH 8" CABC AND 2ASPHALT.
16. PROVIDE ELECTRICAL SERVICE TO ALL SIGN LOCATIONS.
17. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE RECORDATION OF
ANY PROPOSED EASEMENTS REQUIRED BY THIS PLAN PRIOR TO THE CERTIFICATE
OF OCCUPANCY.
18. THE MUNICIPAL ADDRESS SHALL BE DISPLAYED ON ALL BUILDINGS AT LEAST 121,
TALL, READILY VISIBLE FROM THE STREET AND IN A COLOR CONTRASTING THE
BACKGROUND.
19. ALL GRADES SHOWN ARE FINISHED TOP OF MULCH. NEVER FILL MULCH ABOVE
FINISH FLOOR ELEVATIONS.
20. LOT RECORDATION NEEDS TO OCCUR PRIOR TO OBTAINING A BUILDING PERMIT FOR
THIS SITE.
21. THE OWNER/BUILDING MUST SUPPLY THE TOWN WITH A FINAL LETTER OF
CERTIFICATION FROM THE LIGHTING ENGINEER, LIGHTING MANUFACTURER, OR
AUTHORIZED LIGHTING CONTRACTOR VERIFYING THAT ALL SITE LIGHTING IS
INSTALLED ACCORDING TO TOWN STANDARDS, THE APPROVED PLANS AND ANY
APPLICABLE CONDITIONS.
L'
MCKENZIE MEADOWS
CONSTRUCTION DRAWINGS
TOWN OF WENDELL, WAKE COUNTY, NORTH CAROLINA
TOW PROJECT #-. TBD
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1) LIDO SECTION 2.3 A. - MULTIFAMILY DWELLINGS (LIMITED TO TOWNHOMES ONLY) SHALL BE A
PERMITTED USE IN R7-CD AND SHALL NOT EXCEED 45% OF THE TOTAL NUMBER OF UNITS - LIDO
2.7 B.
1. SUCH MULTIFAMILY DWELLINGS MAY BE FRONT -LOADED - LIDO 5.10 B.
2) LIDO SECTION 9.7. E. 4. - MAXIMUM BLOCK LENGTH SHALL EXCEED 800' ON STREET'C'
AS NECESSARY TO PRESERVE ENVIRONMENTAL FEATURES.
3) IN ORDER TO PROMOTE VARIATION IN HOME APPEARANCE, NO SINGLE-FAMILY HOME CAN BE
CONSTRUCTED WITH AN EXTERIOR ELEVATION (FRONT FACADE) OR COLOR PALETTE THAT IS
IDENTICAL TO THE HOME ON EITHER SIDE OR DIRECTLY ACROSS THE STREET FROM IT, TO
PROVIDE AN ANTI -MONOTONY DEVELOPMENT.
4) GARAGE DOORS SHALL EITHER CONTAIN WINDOWS OR CARRIAGE STYLE ADORNMENTS.
5) THE USE OF VINYL -SIDING SHALL BE PROHIBITED, EXCEPT FOR TRIM ELEMENTS OF THE
DWELLING UNIT FACADE.
6) LIDO SECTION 2.7 B. 1. - THE MINIMUM LOT SIZE FOR SINGLE-FAMILY SHALL BE 4,600 SQ. FT.
7) LIDO SECTION 5 - FRONT -LOADED SINGLE-FAMILY LOTS SHALL HAVE A MINIMUM ALLOWED LOT
WIDTH OF 40 FEET.
8) ADJACENT TO ALL EXISTING SINGLE-FAMILY LOTS, A SIX-FOOT TALL WOODEN PRIVACY FENCE
SHALL BE INSTALLED, AT THE DEVELOPER'S EXPENSE. THIS FENCE WILL BE MAINTAINED IN
PERPETUITY BY THE HOMEOWNERS' ASSOCIATION.
9) A TYPE 'B' LANDSCAPE BUFFER SHALL BE INSTALLED ALONG THE EASTERN PROPERTY LINE,
MORE SPECIFICALLY ADJACENT TO THE FOLLOWING WAKE COUNTY PIN(S): 1794352900;
1794350547; AND 1794350314. THIS BUFFER AREA SHALL BE OWNED AND MAINTAINED BY THE
HOMEOWNERS' ASSOCIATION IN PERPETUITY AND SHALL BE THIRTY FEET IN WIDTH.
10) A TYPE 'B' LANDSCAPE BUFFER SHALL BE INSTALLED ADJACENT TO ALL EXISTING SINGLE
FAMILY RESIDENCES THAT FACE OLD ZEBULON ROAD. THIS BUFFER AREA SHALL BE OWNED
AND MAINTAINED BY THE HOMEOWNERS' ASSOCIATION IN PERPETUITY AND SHALL BE
TWENTY FEET IN WIDTH.
11) LIDO SECTION 9.7. E. 4. - MAXIMUM CUL-DE-SAC LENGTH SHALL EXCEED 300' ON STREET B. AS
NECESSARY TO PRESERVE ENVIRONMENTAL AND TOPOGRAPHIC FEATURES.
12) MCKENZIE RIDGE WILL HAVE A HOME OWNERS ASSOCIATION. THE HOA WILL BE RESPONSIBLE
FOR THE TOWNHOME'S ROOF SHINGLES, YARD MAINTENANCE, AND TERMITE CONTROL.
13) THE TOWN REQUIRES, PURSUANT TO N.C.G.S. § 160A-372, THE DEDICATION AND CONSTRUCTION
OF STREETS AND RIGHTS OF WAY, AS SHOWN IN THE APPROVED WENDELL TRANSPORTATION
PLAN AND WENDELL PEDESTRIAN PLAN, TO CREATE CONDITIONS ESSENTIAL TO PUBLIC HEALTH,
SAFETY, AND THE GENERAL WELFARE. THE DEVELOPER RECOGNIZES THIS AND WOULD LIKE TO
VOLUNTARILY OFFER A ONE-TIME CONTRIBUTION OF $100,000 TO THE TOWN OF WENDELL TO BE
USED IN ACCORDANCE WITH RECOMMENDED IMPROVEMENTS AS OUTLINED IN THE
AFOREMENTIONED WENDELL TRANSPORTATION AND WENDELL PEDESTRIAN PLAN.
VICINITY MAP
111=500'
EROSION CONTROL, STORMWATER
AND FLOODPLAIN MANAGEMENT
APPROVED
EROSION CONTROL ❑ S-
STORMWATER MGMT. ❑ S-
FLOOD STUDY ❑ S-
DATE
ENVIRONMENTAL CONSULTANT SIGNATURE
PROPOSED ROADS
STREET 'A' - 53' R/W - 27' B-B
336 LF
STREET 'B' - 53' R/W - 27' B-B
2,331 LF
STREET 'C' - 53' R/W - 27' B-B
2,170 LF
STREET 'D' - 53' R/W - 27' B-B
522 LF
STREET 'E' - 53' R/W - 27' B-B
1,237 LF
STREET 'F' - 53' R/W - 27' B-B
1,026 LF
STREET 'G' - 53' R/W - 27' B-B
806 LF
STREET 'H' - 53' R/W - 27' B-B
1,054 LF
STREET 'I' - 53' R/W - 27' B-B
151 LF
TOTAL 53' R/W - 27' B-B
9,633 LF
PUBLIC IMPROVEMENT QUANTITY TABLE
PUBLIC WATER (LF)
9,688 LF
PUBLIC SEWER (LF)
9,402 LF
WATER SERVICE STUBS
326
SEWER SERVICE STUBS
321
SEWER FLOW
320 UNITS @ 250 GPD/UNIT = 80,000 GPD
INDEX
TO PLANS_
C-0.0
COVER SHEET
C-0.1
EXISTING CONDITIONS
C-1.0
OVERALL SITE PLAN
C-1.1
SITE PLAN
L-1.0
OVERALL LANDSCAPE PLAN
C-2.0
OVERALL UTILITY PLAN
C-2.1-2.2
UTILITY PLAN
C-3.0
OVERALL GRADING &STORM DRAINAGE PLAN
C-3.1
GRADING AND STORM DRAINAGE PLAN
C-4.0-4.2
EROSION CONTROL PLAN -STAGE 1
(SEE APPROVED PHASE 1 EC PLANS)
C-4.3-4.5
EROSION CONTROL PLAN -STAGE 2
(SEE APPROVED PHASE 1 EC PLANS)
C-4.6-4.8
EROSION CONTROL PLAN -STAGE 3
(SEE APPROVED PHASE 1 EC PLANS)
C-5.1
FINELY FALLS TRAIL - PLAN & PROFILE
C-5.2
RHODES POND STREET - PLAN & PROFILE
C-5.3
RHODES POND STREET - PLAN & PROFILE
C-5.4
CAMPBELL RIDGE PLACE - PLAN & PROFILE
C-5.5
CAMPBELL RIDGE PLACE - PLAN & PROFILE
C-5.6
CAMPBELL RIDGE PLACE - PLAN & PROFILE
C-5.7
LaFORCE COVE - PLAN & PROFILE
C-5.8
SEWER OUTFALL #2 - PLAN & PROFILE
D-1.0
SITE DETAILS
D-2.0
SITE DETAILS
D-3.0
SITE DETAILS
D-4.0
STORM DRAINAGE DETAILS
D-4.1
SCM DETAILS
D-5.0-7.0
EROSION CONTROL DETAILS
(SEE APPROVED PHASE 1 EC PLANS)
D-8.0
SANITARY SEWER DETAILS
D-9.0
SANITARY SEWER DETAILS
D-10.0
SANITARY SEWER DETAILS
D-11.0
WATER DETAILS
D-12.0
WATER DETAILS
D-13.0
STORM & SANITARY DRAINAGE TABLE
WATER ALLOCATION COMPLIANCE
BASE POINTS - MAJOR SUBDIVISION 38
CABANA WITH BATHROOM W/ CHANGING 2
POOL 2
VOLLEYBALL COURT 3
IPEMA CERTIFIED PLAYGROUND EQUIPMENT 6
TOTAL 51
I hereby certify that this Plan was approved by the (Administrator) or (TRC) of
the Town of Wendell on the day of 20_
Administrator
THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
SITE PERMITTING APPROVAL
Water and Sewer Permits (If aoolicable
The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # S-4841
The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The
material and Construction methods used for this project shall conform to the standards and specifications of the City's Public
Utilities Handbook. City of Raleigh Public Utilities Department Permit # W-3798
CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION
Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of
Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must
proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any
modification to this approval once issued will invalidate this approval.
City of Raleigh Development Approval
Water Review Officer
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PROJECT NUMBER
961-19

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EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION SHOULD BE ESTABLISHED IN 7 DAYS ON PERIMETER
AREAS, SLOPES GREATER THAN 3:1 AND SLOPES GREATER THAN 50'IN
LENGTH. ALL OTHER AREAS SHOULD BE STABILIZED IN 14 DAYS, INCLUDING
SLOPES 10' OR LESS IN LENGTH AND NOT STEEPER THAN 2:1. ALL SLOPES
OR GRADES GREATER THAN 8' IN HEIGHT SHALL HAVE A MINIMUM S-75
SLOPE LINER INSTALLED.
3. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
4. DIVERSION DITCHES TO REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS
STABILIZED.
5. ALL INDIVIDUAL LOTS WILL REQUIRE AN EROSION CONTROL INSPECTION PRIOR
TO THE FOUNDATION INSPECTION.
6. THE SITE SHALL BE STABILIZED PRIOR TO THE ISSUANCE OF A
CERTIFICATION OF OCCUPANCY.
NPDES Stmmwater Discharge Permit for Canshuctian Activitles (NCG01j
NC DEN FWdDmsian of water Quality
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3, 2071 i
SITE AREA L)ESCRIPTIDN
STABILIZATION
TIMEFRAME E%CEPTms
Perimeter diKes, swates, ditches, slopes
7 days
None
High Quality Water {HQW) Zones
7 days
None
\ Slopes steeper than 3:1
7 days
If slopes arc 1 Tor less in length and are
not steeper than 2:1, 14 days are allowed.
u
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None. except for perimeters and HOW Zones.
EROSION CONTROL LEGEND
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DIVERSION DITCH
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SILT FENCE
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INLET PROTECTION
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CONSTRUCTION ENTRANCE
DISTURBED AREA
63.0 AC.
MAGNATM _<�m
GRAPHIC SCALE
60 0 30 60 120
( IN FEET )
1 inch = 60 ft.
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PROJECT NUMBER
961-19

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EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION SHOULD BE ESTABLISHED IN 7 DAYS ON PERIMETER
AREAS, SLOPES GREATER THAN 3:1 AND SLOPES GREATER THAN 50'IN
LENGTH. ALL OTHER AREAS SHOULD BE STABILIZED IN 14 DAYS, INCLUDING
SLOPES 10' OR LESS IN LENGTH AND NOT STEEPER THAN 2:1. ALL SLOPES
OR GRADES GREATER THAN 8' IN HEIGHT SHALL HAVE A MINIMUM S-75
SLOPE LINER INSTALLED.
3. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
4. DIVERSION DITCHES TO REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS
STABILIZED.
5. ALL INDIVIDUAL LOTS WILL REQUIRE AN EROSION CONTROL INSPECTION PRIOR
TO THE FOUNDATION INSPECTION.
6. THE SITE SHALL BE STABILIZED PRIOR TO THE ISSUANCE OF A
CERTIFICATION OF OCCUPANCY.
NPDES Stmmwater Discharge Permit for Canshuctian Activitles (NCG01j
NC DEN FWdDmsian of water Quality
NEW STABILIZATION TIMEFRAMES
(Etrectrve Aug. 3, 2071 I
SITE AREA f)FSCRIPTION
STABILIZATION
TIMEFRAME E%CEPTms
Perimeter ames, swales, ditches, slopes
7 days
None
High Quality Water {HQWI Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes arc 1 Tor less in length and are
not steeper than 2:1, 14 days are allowed.
u
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas wcth slopes flatter than 4:1
14 days
None. except for perimeters and HOW Zones.
EROSION CONTROL LEGEND
< — <
DIVERSION DITCH
H - // - H - // - H -
SILT FENCE
TPF
TREE PROTECTION FENCE
ABEL
INLET PROTECTION
o
SILT FENCE OUTLET
CONSTRUCTION ENTRANCE
DISTURBED AREA
63.0 AC.
YAGNETM
GRAPHIC SCALE
60 a 30 so 120
( IN FEET )
1 inch = 60 ft.
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PROJECT NUMBER
961 -19

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DISTURBED AREA
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THIS DRAWING IS THE PROPERTY OF:
The Spaulding Group, PA
and is not to be reproduced or copied in whole or in part without
permission from The Spaulding Group, PA. This drawing is not
to be used on any other project and is to be returned to
The Spaulding Group, PA, upon request.
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EROSION CONTROL NOTES
1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS
PRIOR TO ANY WORK.
2. GROUND STABILIZATION SHOULD BE ESTABLISHED IN 7 DAYS ON PERIMETER
AREAS, SLOPES GREATER THAN 3:1 AND SLOPES GREATER THAN 50'IN
LENGTH. ALL OTHER AREAS SHOULD BE STABILIZED IN 14 DAYS, INCLUDING
SLOPES 10' OR LESS IN LENGTH AND NOT STEEPER THAN 2:1. ALL SLOPES
OR GRADES GREATER THAN 8' IN HEIGHT SHALL HAVE A MINIMUM S-75
SLOPE LINER INSTALLED.
3. BASIN OUTLET STRUCTURES WITHDRAW WATER FROM THE SURFACE.
4. DIVERSION DITCHES TO REMAIN IN PLACE UNTIL ROADS ARE IN AND AREAS
STABILIZED.
5. ALL INDIVIDUAL LOTS WILL REQUIRE AN EROSION CONTROL INSPECTION PRIOR
TO THE FOUNDATION INSPECTION.
6. THE SITE SHALL BE STABILIZED PRIOR TO THE ISSUANCE OF A
CERTIFICATION OF OCCUPANCY.
NPDES Stmmwater Discharge Pe iE for C—lb..lian Activ —tl NCG01j
NCDENRfDiriwi fWater Ouslity I
NEW STABILIZATION TIMEFRAMES
(Effective Aug. 3.2C111
SITE AREA 1)FSCRIPTION
STABILIZATION
-nMEFRAME E%CEPTIONS
Perimeter diKes, swates, ditches, slopes
7 days
None
High Quality Water {HQWt Zones
7 days
None
Slopes steeper than 3:1
7 days
If slopes arc 10' or less in length and are
not steeper than 2:1, 14 days are allowed.
u
Slopes 3:1 or flatter
14 days
7 days for slopes greater than 50' in length.
All other areas with slopes flatter than 4:1
14 days
None. except for perimeters and HOW Zones.
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EROSION CONTROL LEGEND
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DRAWING
C-4.11
PROJECT NUMBER
961-19