20160344 Ver 1_Site Plan_20160408

GENERAL NOTES:
1. THE OWNER IS: CAMP KANATA DEVELOPMENT LLC
2. THE DEVELOPER IS: MIKE JORDAN 933 OLD NIGHT RD KNIGHTDALE INC 27545
3. PIN #: 1821647682
4. DEED REFERENCE: D13:015720 PG: 02418-02421
5. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING ENGINEER, 5112 BUR OAK
CIRCLE, RALEIGH, N.C. 27612; [phone].
6. THE SURVEYOR IS: CAWTHORNE, MOSS & PANCIERA
7. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM WAKE COUNTY GIS. STREET
SECTIONS AND LOCATION OF EXISTING PAVEMENT AND STRUCTURES PROVIDED BY THE
SURVEYOR.
8. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION PROVIDED BY CAWTHORNE,
MOSS & PANCIERA
9. ZONING: R -40W (36.56 AC'S) AND R -80W (76.5 AC'S)
10. ALL ROADS SHALL BE 20' or 18' ASPHALT PAVEMENT.
11. APPROXIMATE TOTAL ACRES OF LAND TO BE SUBDIVIDED: = 113.06
12. ALL LOTS WILL HAVE A MINIMUM LOT SIZE OF R -40W=20,000 SQ.FT AND
R -80W=40,000 SQ.FT.
13. TOTAL LINEAR FEET OF PROP PUBLIC ROAD = 6310.3 LF; ALL ROADS WILL BE
PUBLIC.
14. TOTAL PROPOSED AREA OF DISTURBANCE= 745,346 SQ.FT (17.11 AC'S)
15. RIGHT-OF-WAY WIDTHS SHALL BE 50'
16. CUL-DE-SACS SHALL BE RADIUS 50'
17. PAVEMENT RADII IN CUL-DE-SAC'S SHALL BE 35' STREETS SHALL BE 20' WIDE.
18. LOTS SHALL USE COMMUNITY WATER AND INDIVIDUAL SEPTIC FIELDS.
19. COMMUNITY WATER BY AQUA NC AUGMENTED WITH 2 ADDITIONAL WELLS.
20. IMPERVIOUS SURFACE ALLOWED: 837,231.9 SF.
21. EACH LOT CONTAINS A MINIMUM OF 20,000 SF OF SEPTIC SUITABLE SOILS.
22. THERE ARE FEMA FLOOD BOUNDARIES ON THIS SITE.
23. 404/401 PERMITS WILL NOT BE NEEDED.
24. ALL LOTS WILL BE SINGLE FAMILY RESIDENTIAL.
25. OPEN SPACE WILL BE USED FOR CONSERVATION OF NATURAL AREA
26. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MANAGING AND
MAINTAINING THE OPEN SPACE SHOWN ON THE PLAT.
27. NO LOT SHALL HAVE DIRECT ACCESS TO CAMP KANATA RD.
28. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS
APPROVED BY WAKE COUNTY AND/OR FEMA.
29. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY AN * (ASTERISK) THE
BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE
COUNTY ENVIRONMENT SERVICES. THE BUILDER'S ENGINEER, ARCHITECT AND/OR
SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD
HAZARD REQUIREMENTS ARE MET.
30. ALL ROADS WILL HAVE ALONG THE SIDES, A TEMPORARY DIVERSION DITCH TO BE
INSTALLED AT THE TIME OF CLEARING TO CONTROL THE STORM WATER UNTIL SUCH A
TIME THE PERMANENT DITCHES CAN BE INSTALLED
31. THE MAIL KIOSK WILL BE LOCATED ON THE RECREATION SITE AT THE POOL HOUSE.
IMPERVIOUS AREA CHART FOR R -80W
SITE DATA
TOTAL PROPERTY SIZE
ALLOWED IMPERVIOUS 17%
113.06 AC (4,924,893.6 SF)
ZONE
89,403 SF
R -80W (76.5 AC'S) & R -40W (36.56 AC'S)
EXISTING USE
CLUB HOUSE & MAIL KIOSK
VACANT- FORESTED
PROPOSED USE
1430,404 SF
SINGLE FAMILY RESIDENTIAL
TOTAL NUMBER OF LOTS
7
72 LOTS (38 R -80W/ 34 R -40W)
MINIMUM LOT SIZE
EROSION CONTROL B -PRE..........................................................................................
R -80W R -40W
40 000 20,000
MAXIMUM LOT SIZE
8.1
62,547 36,872
SQ.FT SQ.FT
AVERAGE LOT SIZE
ROAD DOVER HILLS DRIVE (0+00-15+00) PLAN AND PROFILE ........................
38,439 SQ.FT
PUBLIC ROAD CONSTRUCTION (20' PAVEMENT
50' R/W)
6310.3 LF
IMPERVIOUS ROADWAY AREA
12
141,13 4 SQ. FT
MAXIMUM IMPERVIOUS COVERAGE
ROAD CAMBER DRIVE PLAN AND PROFILE.........................................................
19.22 AC. (837,231.9 SQ.FT)
PROVIDED
MAXIMUM IMPERVIOUS COVERAGE
FOR LOTS
R -80W=432,151.09; R -40W=219,256.11
OPEN SPACE : 25% REQUIRED=
28.27AC'S
1,739,642 (39.94 AC.) 35.32%
WAKE CO. PIN
18
1821647682
OWNER
�
CAMP KANATA DEVELOPMENT LLC
933 OLD KNIGHT RD
KNIGHTDALE NC 27545
GENERAL NOTES:
1. THE OWNER IS: CAMP KANATA DEVELOPMENT LLC
2. THE DEVELOPER IS: MIKE JORDAN 933 OLD NIGHT RD KNIGHTDALE INC 27545
3. PIN #: 1821647682
4. DEED REFERENCE: D13:015720 PG: 02418-02421
5. THE ENGINEER IS: JOHN W. HARRIS, P.E. CONSULTING ENGINEER, 5112 BUR OAK
CIRCLE, RALEIGH, N.C. 27612; [phone].
6. THE SURVEYOR IS: CAWTHORNE, MOSS & PANCIERA
7. OVERALL TOPOGRAPHIC INFORMATION WAS TAKEN FROM WAKE COUNTY GIS. STREET
SECTIONS AND LOCATION OF EXISTING PAVEMENT AND STRUCTURES PROVIDED BY THE
SURVEYOR.
8. BOUNDARY INFORMATION WAS TAKEN FROM INFORMATION PROVIDED BY CAWTHORNE,
MOSS & PANCIERA
9. ZONING: R -40W (36.56 AC'S) AND R -80W (76.5 AC'S)
10. ALL ROADS SHALL BE 20' or 18' ASPHALT PAVEMENT.
11. APPROXIMATE TOTAL ACRES OF LAND TO BE SUBDIVIDED: = 113.06
12. ALL LOTS WILL HAVE A MINIMUM LOT SIZE OF R -40W=20,000 SQ.FT AND
R -80W=40,000 SQ.FT.
13. TOTAL LINEAR FEET OF PROP PUBLIC ROAD = 6310.3 LF; ALL ROADS WILL BE
PUBLIC.
14. TOTAL PROPOSED AREA OF DISTURBANCE= 745,346 SQ.FT (17.11 AC'S)
15. RIGHT-OF-WAY WIDTHS SHALL BE 50'
16. CUL-DE-SACS SHALL BE RADIUS 50'
17. PAVEMENT RADII IN CUL-DE-SAC'S SHALL BE 35' STREETS SHALL BE 20' WIDE.
18. LOTS SHALL USE COMMUNITY WATER AND INDIVIDUAL SEPTIC FIELDS.
19. COMMUNITY WATER BY AQUA NC AUGMENTED WITH 2 ADDITIONAL WELLS.
20. IMPERVIOUS SURFACE ALLOWED: 837,231.9 SF.
21. EACH LOT CONTAINS A MINIMUM OF 20,000 SF OF SEPTIC SUITABLE SOILS.
22. THERE ARE FEMA FLOOD BOUNDARIES ON THIS SITE.
23. 404/401 PERMITS WILL NOT BE NEEDED.
24. ALL LOTS WILL BE SINGLE FAMILY RESIDENTIAL.
25. OPEN SPACE WILL BE USED FOR CONSERVATION OF NATURAL AREA
26. THE HOMEOWNERS ASSOCIATION WILL BE RESPONSIBLE FOR MANAGING AND
MAINTAINING THE OPEN SPACE SHOWN ON THE PLAT.
27. NO LOT SHALL HAVE DIRECT ACCESS TO CAMP KANATA RD.
28. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT STRUCTURES IN THE
AREAS OF WAKE COUNTY FLOOD HAZARD SOILS OR FEDERAL EMERGENCY
MANAGEMENT AGENCY (FEMA) 100 YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS
APPROVED BY WAKE COUNTY AND/OR FEMA.
29. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY AN * (ASTERISK) THE
BUILDER MAY NEED TO OBTAIN A FLOOD HAZARD AREA USE PERMIT FROM WAKE
COUNTY ENVIRONMENT SERVICES. THE BUILDER'S ENGINEER, ARCHITECT AND/OR
SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY PERMIT THAT ALL FLOOD
HAZARD REQUIREMENTS ARE MET.
30. ALL ROADS WILL HAVE ALONG THE SIDES, A TEMPORARY DIVERSION DITCH TO BE
INSTALLED AT THE TIME OF CLEARING TO CONTROL THE STORM WATER UNTIL SUCH A
TIME THE PERMANENT DITCHES CAN BE INSTALLED
31. THE MAIL KIOSK WILL BE LOCATED ON THE RECREATION SITE AT THE POOL HOUSE.
IMPERVIOUS AREA CHART FOR R -80W
TOTAL AREA 76.50 AC.S
3,332,340 SF
ALLOWED IMPERVIOUS 17%
571,208 SF
ROAD PAVEMENT
89,403 SF
WELL & ACCESS ROAD
29,557 SF
CLUB HOUSE & MAIL KIOSK
121,960 SF
REMAINING IMPERVIOUS
1430,404 SF
IMPERVIOUS AREA CHART FOR R -40W
TOTAL AREA 36.56 AC. S
1, 592,554 SF
ALLOWED IMPERVIOUS 17%
272,985 SF
ROAD PAVEMENT
51,731 SF
WELL & ACCESS ROAD
0.0 SF
OTHER IMPERVIOUS
0.0 SF
REMAINING IMPERVIOUS
1221,254 SF
TOTAL IMPERVIOUS ALLOWED FOR LOTS 430,404 + 221,254 = 651,658 SF
'MPERVIOUS ALLOWED PER LOT (72) = 9,050 SF
WATER SUPPLY WATERSHED BUFFER CROSSING
DRIVEWAY CROSSINGS THAT ACCESS SINGLE-FAMILY DWELLINGS
THE USE OF SINGLE DRIVEWAYS FOR MULTIPLE LOTS MAY BE NECESSARY
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER (INCLUDING OPPORTUNITY FOR SHARED DRIVEWAYS)
EXISTS.
2. BUFFER DISTURBANCE IS NO MORE THAN 60 FEET WIDE
3. BUFFER DISTURBANCE IS NO MORE THAN 6,000 SQUARE FEET IN AREA
4. THE DRIVEWAY CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE (AND NOT
LESS THAN 60 DEGREES)
5. SIDE SLOPES DO NOT EXCEED A 2:1 (HORIZONTAL TO VERTICAL) RATIO (BRIDGING AND/OR RETAINING
WALLS MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD)
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE
REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES
ROAD CROSSINGS (PUBLIC OR PRIVATE ROADS)
1. NO ALTERNATIVE TO THEIR LOCATION IN THE BUFFER EXISTS
2. BUFFER DISTURBANCE DOES NOT EXTEND BEYOND THE REQUIRED RIGHT-OF-WAY OF EASEMENT WIDTH, OR
IN NO CASE IS MORE THAN 90 FEET WIDE
3. BUFFER DISTURBANCE IS NO MORE THAN 9,000 SQUARE FEET IN AREA
4. THE ROAD CROSSES THE BUFFER AT AN ANGLE AS CLOSE TO 90 DEGREES AS POSSIBLE(AND NOT LESS
THAN 60 DEGREES)
5. SIDE SLOPES DO NOT EXCEED A 2:1 HORIZONTAL: VERTICAL RATIO (BRIDGING AND/OR RETAINING WALLS
MAY BE USED TO MEET THIS AND THE DISTURBANCE WIDTH STANDARD
6. ALL CULVERTS ARE DESIGNED AND CONSTRUCTED FOR THE 25 -YEAR STORM EVENT OR AS OTHERWISE
REQUIRED BY WAKE COUNTY ENVIRONMENTAL SERVICES
ZONING:
TOTAL TRACT AREA: 113.06 AC. (4,924,893.6 SF)
ZONING R -80W AND R -40W
PROPOSED DEVELOPMENT DATA
• CLUSTER SUBDIVISION
• PROPERTY IS ZONED R -80W (76.5 AC.) AND R -40W (36.56 AC.)
SETBACKS
R -80W R -40W
FRONT 20' 15' So'
CORNER SIDE 20' 15' $, RIGHT OF WAY
20' 6' 6'
SIDE 10' 7.5' HOULDE PAVEMENT HOULDE DITCH
REAR 15' 15; 1 FT 1„�Fr. i.,�Fr. "/FT.
MIN. WIDTH 110 75 3:1 1
MIN. SIZE 40,000 SQ.FT 20,000 SQ.FT 1
MIN. LOT 2 8" AGGREGATE
FRONT 30' 30' 2" SURFACE SUBBASE COURSE
MIN PERIMETER COURSE RESIDENTIAL COLLECTOR ROAD"
SETBACK 30' 30' �
• ALLOWABLE DENSITY= 72 LOTS MAX
(76.50 X 0.5 DU/AC.) + (36.56 X 1.0 DU/AC)=74.00
• PROPOSED NUMBER OF LOTS = 72
• R -80W ® 38 LOTS & R -40W © 34 LOTS = 72 LOTS
PROPOSED IMPERVIOUS AREA
• PUBLIC STREETS = 141,134 SF (3.3 AC)
• COMMUNITY WELL = 29,557 SF (0.68 AC)
SITE (ACCESS ROAD) INCLUDED
• CLUB HOUSE = 21,960 SF (0.50 AC)
• LOTS = 651,658 SF (14.96 AC)
TOTAL IMPERVIOUS = 844,193 SF
• PERCENT IMPERVIOUS = 17%
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800-632-4949
A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
STBC OR ABC
CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE WATER SHED MANGER,
AND OBTAIN A LAND -DISTURBING PERMIT.
2. INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE:
2.1. GRAVEL CONSTRUCTION ENTRANCE
2.2. SILT FENCE AND TREE PROTECTION FENCES
2.3. SKIMMER BASINS AND TEMPORARY DIVERSIONS DITCHES/BERMS
2.4. ANY OTHER MEASURES AS SHOWN ON THE APPROVED PLAN FOR THE AREA
BEING DISTURBED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES
AND SEED WHERE POSSIBLE AFTER DEVICE INSTALLATION
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION
CONTROL OFFICER FOR PROJECT.
4. IF APPROVED, CONTRACTOR MAY BEGIN CLEARING AND GRUBBING OF APPROVED
AREA WITHIN BOUNDARIES OF THE CONSTRUCTION LIMITS. ROUGH GRADE
ROADWAYS AND PERMANENT ROADSIDE SWALES.
5. MAINTAIN/INSTALL TEMPORARY DIVERSION DITCHES TO DIVERT RUNOFF.
6. INSTALL PERMANENT CULVERT CROSSING OVER THE UNIMPORTANT INTERMITTENT
STREAM. SEE STREAM CROSSING SEQUENCE FOR FURTHER DETAIL ON PIPE #6.
7. ONCE CROSSING ARE INSTALLED, INSTALL SILT FENCE IN AREA AS SHOWN ON
THE PLANS.
8. COMPLETE ROADWAY AND SITE GRADING, STABILIZE SITE AS AREAS ARE BROUGHT
UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND
MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
9. INSTALL CHECK DAMS IN ALL PERMANENT ROADSIDE SWALES AND ANY OTHER
MEASURES SHOWN ON THE PLANS. REMOVE TEMPORARY DIVERSION DITCHES
ALONG ROADWAYS AND ACROSS ROADWAYS AS ROADS AND ROADSIDE SWALES
ARE BROUGHT UP TO FINAL GRADE. MAINTAIN TEMPORARY DIVERSION DITCHES
USED TO DIVERT RUNOFF FROM THE ROADSIDE SWALES TO SKIMMER BASIN.
10. INSTALL WATERLINE AS SHOWN ON PLAN.
11. BEGIN PAVING ROADS.
12. INSTALL PERMANENT SWALES AS INDIVIDUAL LOTS ARE DEVELOPED AND STABILIZE.
MAINTAIN FLOW IN ROADSIDE SWALES UNTIL INDIVIDUAL LOTS ARE DEVELOPED
AND THEN DIVERT ROADSIDE SWALES TO PERMANENT SWALES AND STABILIZE.
13. INSTALL SCM DEVICES AS PER THE DETAILS.
14. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED
COMPLETELY. CALL FOR AN INSPECTION BY THE WATERSHED MANGER.
15. IF SITE IS APPROVED, REMOVED TEMPORARY DIVERSIONS, SILT FENCING,
SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE
AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS
VELOCITY DISSIPATORS, SHOULD NOW BE INSTALL.
16. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY THE WATERSHED MANAGER AND OBTAIN CERTIFICATE OF
COMPLETION.
STREAM CROSSING SEQUENCE (ROADS):
1. OBTAIN PROPER NCDENR AND USACOE WETLAND PERMITS.
2. SEE CONSTRUCTION SEQUENCE AND FOLLOW STEPS 1-4.
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
EXISTING CHANNEL AND PUMP ANY WATER AROUND THE CONSTRUCTION AREA.
IF INSTALLATION IS ANTICIPATED TO TAKE LONGER THAN 48 HOURS OR IF A
PERIOD OF DRY WEATHER IS NOT ANTICIPATED THEN THE CONTRACTOR SHALL
INSTALL A TEMPORARY BY-PASS CHANNEL. SEE LATERAL DITCH DETAIL.
4. INSTALL PERMANENT CULVERT CROSSING.
5. REMOVE TEMPORARY ROCK DAM AND PUMP ONCE WATER CAN BE DIVERTED INTO
NEW CULVERTS.
SHEET INDEX
COVER...........................................................................................................................
1
EXISTING CONDITIONS..............................................................................................
2
BUFFER..........................................................................................................................
3
DRAINAGE DELINEATION........................................................................................
4
DRAINAGE DELINEATION.......................................................................................
4A
SITEPLAN A..................................................................................................................
5
SITEPLAN B..................................................................................................................
6
EROSION CONTROL A-PRE..........................................................................................
7
EROSION CONTROL A-POST.......................................................................................
7.1
EROSION CONTROL B -PRE..........................................................................................
8
EROSION CONTROLB-POST.........................................................................................
8.1
ROAD GENTRY DRIVE AND ROAD COPPER DRIVE PLAN AND PROFILE ......
9
ROAD DOVER HILLS DRIVE (0+00-15+00) PLAN AND PROFILE ........................
10
ROAD DOVER HILLS DRIVE (15+00-30+00) PLAN AND PROFILE ......................
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12
ROAD PIERCE CREEK CIRCLE PLAN AND PROFILE .............................................
13
ROAD CAMBER DRIVE PLAN AND PROFILE.........................................................
14
OFF-ROAD DITCH PLAN AND PROFILES................................................................
15
OFF-ROAD DITCH PLAN AND PROFILES................................................................
16
OFF-ROAD DITCH PLAN AND PROFILES................................................................
17
EROSION CONTROL DETAILS...................................................................................
18
WAKEDETAILS............................................................................................................
19
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ZONING:
TOTAL TRACT AREA: 113.06 AC. (4,924,893.6 SF)
ZONING R -80W AND R -40W
PROPOSED DEVELOPMENT DATA
• CLUSTER SUBDIVISION
• PROPERTY IS ZONED R -80W (76.5 AC.) AND R -40W (36.56 AC.)
SETBACKS
R -80W R -40W
FRONT 20' 15' So'
CORNER SIDE 20' 15' $, RIGHT OF WAY
20' 6' 6'
SIDE 10' 7.5' HOULDE PAVEMENT HOULDE DITCH
REAR 15' 15; 1 FT 1„�Fr. i.,�Fr. "/FT.
MIN. WIDTH 110 75 3:1 1
MIN. SIZE 40,000 SQ.FT 20,000 SQ.FT 1
MIN. LOT 2 8" AGGREGATE
FRONT 30' 30' 2" SURFACE SUBBASE COURSE
MIN PERIMETER COURSE RESIDENTIAL COLLECTOR ROAD"
SETBACK 30' 30' �
• ALLOWABLE DENSITY= 72 LOTS MAX
(76.50 X 0.5 DU/AC.) + (36.56 X 1.0 DU/AC)=74.00
• PROPOSED NUMBER OF LOTS = 72
• R -80W ® 38 LOTS & R -40W © 34 LOTS = 72 LOTS
PROPOSED IMPERVIOUS AREA
• PUBLIC STREETS = 141,134 SF (3.3 AC)
• COMMUNITY WELL = 29,557 SF (0.68 AC)
SITE (ACCESS ROAD) INCLUDED
• CLUB HOUSE = 21,960 SF (0.50 AC)
• LOTS = 651,658 SF (14.96 AC)
TOTAL IMPERVIOUS = 844,193 SF
• PERCENT IMPERVIOUS = 17%
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800-632-4949
A'ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
STBC OR ABC
CONSTRUCTION SEQUENCE:
1. SCHEDULE A PRECONSTRUCTION CONFERENCE WITH THE WATER SHED MANGER,
AND OBTAIN A LAND -DISTURBING PERMIT.
2. INSTALL EROSION CONTROL MEASURES IN THE FOLLOWING SEQUENCE:
2.1. GRAVEL CONSTRUCTION ENTRANCE
2.2. SILT FENCE AND TREE PROTECTION FENCES
2.3. SKIMMER BASINS AND TEMPORARY DIVERSIONS DITCHES/BERMS
2.4. ANY OTHER MEASURES AS SHOWN ON THE APPROVED PLAN FOR THE AREA
BEING DISTURBED. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES
AND SEED WHERE POSSIBLE AFTER DEVICE INSTALLATION
3. OBTAIN CERTIFICATE OF COMPLIANCE THROUGH ON-SITE INSPECTION BY EROSION
CONTROL OFFICER FOR PROJECT.
4. IF APPROVED, CONTRACTOR MAY BEGIN CLEARING AND GRUBBING OF APPROVED
AREA WITHIN BOUNDARIES OF THE CONSTRUCTION LIMITS. ROUGH GRADE
ROADWAYS AND PERMANENT ROADSIDE SWALES.
5. MAINTAIN/INSTALL TEMPORARY DIVERSION DITCHES TO DIVERT RUNOFF.
6. INSTALL PERMANENT CULVERT CROSSING OVER THE UNIMPORTANT INTERMITTENT
STREAM. SEE STREAM CROSSING SEQUENCE FOR FURTHER DETAIL ON PIPE #6.
7. ONCE CROSSING ARE INSTALLED, INSTALL SILT FENCE IN AREA AS SHOWN ON
THE PLANS.
8. COMPLETE ROADWAY AND SITE GRADING, STABILIZE SITE AS AREAS ARE BROUGHT
UP TO FINISH GRADE WITH VEGETATION, PAVING, DITCH LININGS, ETC. SEED AND
MULCH DENUDED AREAS PER GROUND STABILIZATION TIME FRAMES.
9. INSTALL CHECK DAMS IN ALL PERMANENT ROADSIDE SWALES AND ANY OTHER
MEASURES SHOWN ON THE PLANS. REMOVE TEMPORARY DIVERSION DITCHES
ALONG ROADWAYS AND ACROSS ROADWAYS AS ROADS AND ROADSIDE SWALES
ARE BROUGHT UP TO FINAL GRADE. MAINTAIN TEMPORARY DIVERSION DITCHES
USED TO DIVERT RUNOFF FROM THE ROADSIDE SWALES TO SKIMMER BASIN.
10. INSTALL WATERLINE AS SHOWN ON PLAN.
11. BEGIN PAVING ROADS.
12. INSTALL PERMANENT SWALES AS INDIVIDUAL LOTS ARE DEVELOPED AND STABILIZE.
MAINTAIN FLOW IN ROADSIDE SWALES UNTIL INDIVIDUAL LOTS ARE DEVELOPED
AND THEN DIVERT ROADSIDE SWALES TO PERMANENT SWALES AND STABILIZE.
13. INSTALL SCM DEVICES AS PER THE DETAILS.
14. WHEN CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED
COMPLETELY. CALL FOR AN INSPECTION BY THE WATERSHED MANGER.
15. IF SITE IS APPROVED, REMOVED TEMPORARY DIVERSIONS, SILT FENCING,
SEDIMENT BASINS, ETC., AND SEED OUT OR STABILIZE ANY RESULTING BARE
AREAS. ALL REMAINING PERMANENT EROSION CONTROL DEVICES, SUCH AS
VELOCITY DISSIPATORS, SHOULD NOW BE INSTALL.
16. WHEN VEGETATION HAS BECOME ESTABLISHED, CALL FOR A FINAL SITE
INSPECTION BY THE WATERSHED MANAGER AND OBTAIN CERTIFICATE OF
COMPLETION.
STREAM CROSSING SEQUENCE (ROADS):
1. OBTAIN PROPER NCDENR AND USACOE WETLAND PERMITS.
2. SEE CONSTRUCTION SEQUENCE AND FOLLOW STEPS 1-4.
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
EXISTING CHANNEL AND PUMP ANY WATER AROUND THE CONSTRUCTION AREA.
IF INSTALLATION IS ANTICIPATED TO TAKE LONGER THAN 48 HOURS OR IF A
PERIOD OF DRY WEATHER IS NOT ANTICIPATED THEN THE CONTRACTOR SHALL
INSTALL A TEMPORARY BY-PASS CHANNEL. SEE LATERAL DITCH DETAIL.
4. INSTALL PERMANENT CULVERT CROSSING.
5. REMOVE TEMPORARY ROCK DAM AND PUMP ONCE WATER CAN BE DIVERTED INTO
NEW CULVERTS.
SHEET INDEX
COVER...........................................................................................................................
1
EXISTING CONDITIONS..............................................................................................
2
BUFFER..........................................................................................................................
3
DRAINAGE DELINEATION........................................................................................
4
DRAINAGE DELINEATION.......................................................................................
4A
SITEPLAN A..................................................................................................................
5
SITEPLAN B..................................................................................................................
6
EROSION CONTROL A-PRE..........................................................................................
7
EROSION CONTROL A-POST.......................................................................................
7.1
EROSION CONTROL B -PRE..........................................................................................
8
EROSION CONTROLB-POST.........................................................................................
8.1
ROAD GENTRY DRIVE AND ROAD COPPER DRIVE PLAN AND PROFILE ......
9
ROAD DOVER HILLS DRIVE (0+00-15+00) PLAN AND PROFILE ........................
10
ROAD DOVER HILLS DRIVE (15+00-30+00) PLAN AND PROFILE ......................
11
ROAD DOVER HILLS DRIVE (30+00-40+25) PLAN AND PROFILE ......................
12
ROAD PIERCE CREEK CIRCLE PLAN AND PROFILE .............................................
13
ROAD CAMBER DRIVE PLAN AND PROFILE.........................................................
14
OFF-ROAD DITCH PLAN AND PROFILES................................................................
15
OFF-ROAD DITCH PLAN AND PROFILES................................................................
16
OFF-ROAD DITCH PLAN AND PROFILES................................................................
17
EROSION CONTROL DETAILS...................................................................................
18
WAKEDETAILS............................................................................................................
19
BMPDETAILS................................................................................................................
20
BMPDETAILS................................................................................................................
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LEGEND
FLOOD FRINGE AREA
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FLOOD WAY
I
I'
FEMA FLOOD AREA (ZONE XJ
PROPOSED SCM
'
HOUSE AND DRIVEWAY
1
20' BUILDING SETBACK
1 RIVER
WAKE COUNTY WATERSHED WATER SUPPLY BUFFER
_________________
WELL ROAD
1
I
20' ACCESS AND DRAINAGE EASEMENT
O
TEMPORARY TURN AROUND
i
TYPICAL BLUE LINE
STREAM BUFFERS
t
10
i
25' TREE
PROTECTION
1. LOTS DENOTED WITH AN ASTERISK (*) NEXT TO THE LOT
NUMBER MEANS THERE IS A 100 YR FLOOD EASEMENT WHICH
CONSISTS OF THE 100 YR FLOOD PLAIN (BACK WATER) PLUS 1'
(OBTAINED FROM GIS ELEVATIONS) OR THE LOT HAS FLOOD
HAZARD SOILS ON IT.
2. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY
AN * (ASTERISK) THE BUILDER MAY NEED TO OBTAIN A FLOOD
HAZARD AREA USE PERMIT FROM THE WAKE COUNTY
ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT
AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY
PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
[14-14-1,2(A–H)]
3. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE
COUNTY AND/OR FEMA. [14-14-1,2(A–H)]
15' REAR
S
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7.5'
I
I'
F
I
I
I
'
I
' I
'
j I 50' NEUSE
1
1
1 RIVER
1
d
5 ' } 1 RIPARIAN
1
I
50'
1 BUFFER
I
:
' I
1
I 100' WATER
SUPPLY
/
40X50
S
100' —�' WATERSHED
9
A=2000
1 BUFFER
D
100'0—
II
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B=120
-
-
M
A
C=36
C 4
/
D=2000
'
TYPICAL BLUE LINE
STREAM BUFFERS
t
10
i
25' TREE
PROTECTION
1. LOTS DENOTED WITH AN ASTERISK (*) NEXT TO THE LOT
NUMBER MEANS THERE IS A 100 YR FLOOD EASEMENT WHICH
CONSISTS OF THE 100 YR FLOOD PLAIN (BACK WATER) PLUS 1'
(OBTAINED FROM GIS ELEVATIONS) OR THE LOT HAS FLOOD
HAZARD SOILS ON IT.
2. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY
AN * (ASTERISK) THE BUILDER MAY NEED TO OBTAIN A FLOOD
HAZARD AREA USE PERMIT FROM THE WAKE COUNTY
ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT
AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY
PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
[14-14-1,2(A–H)]
3. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE
COUNTY AND/OR FEMA. [14-14-1,2(A–H)]
15' REAR
SETBACK
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7.5'
U
F
SIDE
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12X12
ct
SETBACK
7 5'
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SIDE
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20X100
SETBACK
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40X50
9
A=2000
D
N
II
W
B=120
-
-
M
A
C=36
C 4
D=2000
QunQti(�a
`t
E=144
'ti
6X6
4,300
L
_F
I
VJ
15' FRONT
SETBAC
TYPICAL LOT IMPERVIOUS SURFACE
9,050 SF ALLOWED FOR R -80W
15' REAR
SETBACK
:��.••• O�Z`:
10'
U
FIDE12X12
S
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SETBACK
10'
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SIDE
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SETBACK
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40X50
9
A=2000
D
N
II
W
B=120
-
-
M
A
C=36
C 4
D=2000
QunQti(�a
`t
E=144
'ti
6X6
4,300
L
_F
I
VJ
20' FRONT
SETBAC
TYPICAL LOT IMPERVIOUS SURFACE
9,050 SF ALLOWED FOR R -40W
N.C. UNDERGROUND UTILITIES
3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800-632-4949
AeONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
GRAPHIC SCALE
120 0 60 120 240
( IN FEET )
1 inch = 120 ft.
MAGNETIC
480
i� •�• j 30' PERIMETER I I
���,• •,�• 30' SIGN I BUFFER ► I
j `� ,�\ �,�� '�..`• EASEMENT j 30' SIGN 20' DRAINAGE I — — —--__--- —
0000" RAI,/' �s.� �,� '�.. 50' TREE — -- EASEMENT —
l/ �\ .r '•�.,`• PROTECTION j I \ EASEMENT -- J— — — —
i /� '�~ '�• j \ATA
WEL ITE `� �• \ •�. `°,`• `• I _.._.._ –•N"T - – – — –
• �' , •`•• j _..L.. _.._.. i --,.mss , .�---------
7 / J - I
J -
30 ' PERIMETER I / i 1 �•�„ —25' TREE
- —
BUFFER ,� f "
J / �..
` _.._.._e•—• 1 _ PROTECTION
— _ — — — — —
I r I
• START OF'; 1
20 ' WELL ACCESS/ i �% NEUSE i
, I
' 1
- — — . - I RIPERIAN
EASEMENT / // J ------------------------- 5 :I BUFFER
, I 1 •.
iI-- — -- 3
i'�
i'� -�" �,��,i �,i' �'� �•� Ji I I II I 11 1♦ I �j� 5'X25jS1E :1 2
00 YR FLOOD
. 11�EASEMENT 210 ' WELL ACCIESS EASEMENT N355M74 I I I 20
DRAINAGE 72 W7834'25. ' /! if �,�•l% 1 r
r > 00
ic YR FLO�O, D/
265' DK,,I 1 1EASEM
EASEMENTPROGRESS EASEMENT I I0 ELEV:349.8DRAINAGE
I
I
II
II
�► I, - EASEMENT 11 II C i I 1 / ,#` ; ,
� �" �, = � �►� � ----------
I;
I
0'5'X5
•:,
00" 00M R 9 BUFFER ��----•--EASEMENT
20 DRAINAGE
; 11
EASEMENT _w—-
,�
20�
BUILDING
SETBACK _ —t _— .._« � . . I _
— :-• NEUSE0
•-- 66 RIPARIAN BUFFER
/ I I' 1 I �\ �; �`.,\ `, �• � � %I�
10
......... �
-
1
moi• _ _ _. — --_ — _ ------------
i I /r' i ♦ — — — —
t Y
- ./• .-
.,, - r 29
65 / – -
30'X30' �r i it _ 1.-�• r •``�
..- . ,• / 41 .. : 1 /• • 30' WAKE COUN � � � `•; �. / - 1
_,��_,� �,�' � i' 1`.: j j DRAINAGE �'1%� i% ,''-—.—_—._.._ :_..__ = i 1 ( / -' 1 ♦j 1 WSWS BUFFER
s 1, ♦
.................... / :'♦ 30 ' WAKE COII1'Y ,%' .' / '/ I ♦ EASEMENT / J %.
r _
WSWS BUk'�'E�R `�/.' .'r / /' / 51 * j I \ \ j' f j/ 20'X20' r \ i \ ` , _ / z0'BUILDING w I i FLOOD ./
8CM / �,i �/ fir /% I ♦ or * ` \ / fJ f j/ DRAINAGE 7 t •\ i �, - / SETBACK HAZARDS
1 1► #6 r ,' • ' �' ' \ % j . ♦ 49 ' \ /j f fir' EASEMENT I I ti �� / 30 ��0'�'S0' 'l i SOILS
0, i' 0' OFFSET JJ' �!'' r !% • /I j ' rf 1 ` >>\�� DRAINA 1.
1 Its•'' SCM EASEMItNT `\ rr1r',/ �,♦ ,•'ir %/� WEL ITE '- ti`s`.' /�F°" '\� �k `\�� C -_,_�_ �" 1
64 ` \ / EASEMENT ,/ jl 27 ` i
r/I / �♦ I % eJ r �20 ' DRAINAGE 7 �ti i' y 28*
EASEMENT N35 .55 31 / ' \ ° �: 'e + 'll 1
W7934'2Q.92"'' 20' WELL ACCESS ` 12
1 / ;, '�3 /./ s`• ' \ ! / _ _ _ - EASEMENT �� i �1 1
20' SCI ACCES�,j > I� 1
.BASEMENT I i %' \ ♦ s \ `\` T !' Il .r e `` I �I 1 ' I' -----------
63 '\ % rr ♦/ �� h- ,....... /' �� �`,�� /- 32 \ �' / 26 L , ;jf---- 1
I I % r i/ \ �c \�I, \ �� i I / - :� �`��'� 50
'WAKE COUNTY
60 % f \ i II' p° 1, �17 WSWS BUFFER 13 1
61 * i' \ ♦ �. .\ 20' SCM ' ' r �' 42* , °: / , /
- I 62 \' \ �/ ACCESS II i i ij �1 \, i ,: ���\ ;�\`�` �� /. e
EASEMENT 1 \. 1 / 9 �\ i, / - 1 \ 1� /� 15'X30'
i I 100 YR %%;J f % `\ '' / 1 =_ =-= I t r I \ 1 /- �� : �ti0 ``'�- 33* 1 --� 25 DRAINAGE i I' --------------
f i 0 I _ ___ _ = _ - ----- ' j ► _ _ _ -'� \` / , EASEMENT r i
1 I FLOOD 1 t 1, _ _ _ I \ I \ / 39 * / >> \ s 1 1 1 j
EASEMENT /; r START OF \ i Tj '� `
\ r / \ / '-----------------�I 5'X20'
' ELEV: 369.18 �!% r 'NEUSE RIPER 1 I * ;\ `, �� 20' SCM/WELL 1 \ 1 �;� ��: I [ ; 14
1 rr / 1 '� 47 r \ I j r DRAINAGE
/ ` \\ \ �., ACCESS �\ 1 20'BUILDI : `�� \. I r _
I
\ BUFFER! � � 1
r E
i I
rr
1 EASEMENT EASEMENT
\, / \ 24 i r .COPPER DRIVE
' \ " � _ ENT * �� SETB�C'K r 1
\ i
♦ - - - - \ ♦` 1 / - 38 \ s I I I r ! __- ____- ___ , TEMPORARY
,
i _ _ _ - � �• � ! - / ' � � �—••____ �' _ _ - TURNAROUND
�! / !/ \ I ♦ - - \,�� ti .' : 1 `s` _ - - J• �• .',� - 1 r — — — — — — — — — — — Ij 1 ._. _.._.._.._. .._.._.. - EASEMENT
30' WAKE COUNTY ^:�'•- i ° ` 1 `,/ / /. \ -� I II i ./. .r z -
�� * ` \ \ ' j WSWS BUFFER -•. \ 1 \ 1 / . '\ ; 1 /
TEMPORARY F e 5 / 23 -
�' 4 I 1 1 \`ti // j II r I• 1 25'X30'
TURNAROUND _. ---------------
„ - _ - 1 I 46 \ \ I
EASEMENT - - - _______________r__—.—__. `� /' \': I - DRAINAGE
,�
1 I / .',' � \ ' 1 1 \ / � ��\ � `\� 'I ! jl EASEMENT
._.._.._.._ –• – –;,, WETLAN 1 ,� 1' `\ i ► /- ji �`\�\ , i i ij z0' SCM
II '' \ \ ' `
IL
ACCESS 16 EASEMEN22
T55 SETBACK FLOOD
HAZARD25'X35' O'DRAINAG SOILS __.—__DRAINAGE 56 EASEMENT ST
ART OF
EASEMENT NEUSE
;I 1
i �� RECREATION RIPERI� -20' SCM ACCESS ='--� ♦ %: -',\- _ '.o '� �•, 1
20' SCM ACCE a= / / I '• 21
1 I EASEMENT / 1'i'':, ♦ 2 \,FFER- EASEMENT
LOT 37
+ ' �'` 30' WAKE COUNTY
;`
59 57 ACCESS WSWS BUFFER ♦ //`"" r °
' I `'.•' FLOOD ' \ EASEMENT /d
1 20' DRAINAG;` t 20' WELL r 1:-” j' 17*
1 1 HAZARD 50' NEUSE \ ;�� \ ` I - ;,.......,., I 1
1 I ASEMENT I 1 5 ' \ j
1 .� ;� ACCESS 1 µi� SOILS RIPARIAN BUFFER ♦ u , \ \ I-11•- * l �,
SCM / \ - \ ✓; \ EASEMENT I \ ;. / \, \ , �� \.. ; /`
36*
125' TREE ' _ ` _
1 I ,_rte¢ ..__ � ;�y 0.2% ANNUAL FEMA :3 \� \.. .•' ! �,�-•moi ,
P OTECTION .� 't ���• '�1- \� FLOOD LIMIT ZONE \ f00
:
/'
\ ..
----------------------- ^" ` i '/``, �' � '�``\ MAP # 3720-1821-00I I � � .♦ 1 j• j ' C;I \\\\\�\
1 MAY 2 2006 �. 1 ! I
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no �, ASEMENT
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\ 50' NEUSE RIVER \•
RIPARIAN BUFFER i� I 50 , NEUSE
\ / '•.��•..•� ••••�,.° RIVER RIPARIAN
*
PUFFER
00 00
100
\ 100' WAKE COUNTY WATER SUPPLY \ \ \
\ WATERSHED BUFFER \ \ \
FEMA MAP PANEL 1821
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1 . LOTS DENOTED WITH AN ASTERISK (*) NEXT TO THE LOT
NUMBER MEANS THERE IS A 100 YR FLOOD EASEMENT WHICH
GRAPHIC SCALE CONSISTS OF THE 100 YR FLOOD PLAIN (BACK WATER) PLUS 1'
150 0 75 150 300 600 (OBTAINED FROM GIS ELEVATIONS) OR THE LOT HAS FLOOD
HAZARD SOILS ON IT.
2. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY
IN FEET AN * (ASTERISK) THE BUILDER MAY NEED TO OBTAIN A FLOOD
1 inch = 150 ft. HAZARD AREA USE PERMIT FROM THE WAKE COUNTY
ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT
AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY
PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE MET.
MAGNETIC [1 4-14-1,2(A—H)]
3. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE
COUNTY AND/OR FEMA. [14-14-1,2(A—H)l
DRUM" ZXZ"
J%C--D"9L0PJfi1ffJ9,WNA0ff =X"MV
MS11-MTRWF"ff ARMN" DIMNE"10N
%%
N.C. UNDERGROUND UTILITIES
� 3 DAYS BEFORE DIGGING CALL
�TOLL FREE 1800-632-4949 A E7ALL SYSTEM FOR COMMUNITY AND JOB SAFETY
I----------- -- - - - ----------- -------- -- ----- - -- ------------ ------ - -- ------------------------- I----------- It ---------- --- - ----- --- ---------- -- ------ -- ---- - ------- ------------- --- -- ----- -------- - --------- --- ---
--- ---------- - ---- - ---- ........ .. ------------- .. ... . .... ... ­ - --------- ---------- : - --- -------------- :--: ------------ ------ ---- ----- ----- ... .. -------------- --- -- ----- ......... ----------- ---- ----- - ------------- --- ----- --- --------- - --- --- ------------ ----- -------- - ­` --------------- - ---------- - I-- ---- - - --- ; 7L I------------- ---------------- -- - -------- ------ -- ------ -------- --- ------------ - -- -------- ----------- ----------- IOle ------------- FtD (SR 1922) -- --------- - - - .......... --------------- ,- ---------- --------------- -- --------- ------------- -- ------------ -- -------- ;;... -------- -- ---------------- ------------ ------------ ---------- ----------
---------- ----------- - --------- -------------------- -- -- ---------- ;67 --- ---------------------- --------------------- - — -------- -- -- -- - . . - , : , - I "I ., 11 -­­ I % — % I . I . __ " I --- - AMP—_ — K to ------- ANAT. ----------- -- --- -------------- - ------- --- .. ........ - --- - ---------- - -------- ---- Ir --- ------ ----- 71 - --------- - --- - -------- ---- ----- - - - ---------- t --------------- - --­--------------- -- ----------------- - ---------- -------------- ----_--------- ---- -- ------- 'I --------- ------------- ------------- ------------ ----------- - --------- - -- -------- ------ --- - --- - - - - - ----------- -- --------------- r I ------- ----- --- ---- --------- ;I ---------------- --- r ---------------------------- I ----------
-T ------- ------- - ------ 4 5 ----------- ----------- -- ----- - - ----- ----------- ------------ 2 ------------- u --------- ----- ---------- 1 ------ ----- 8* .... ---------- ------ - ------- ------- ------ ----- - --------- I-- -- ------ --------- - - ..was oo - ------------------- ----------- -PROGRESS EASEMENT t - - -------- -- --------------- ----- --- ----­--------------- --------- - ------ ------------- ... ....... , , , " \ _ " _- --- --- --- --- - - - - - 265' DUKE ------------ ----- ------ ---- --------- ------ ------- ------ ----------- am wo as I----- -- - ----- I..I ....... -------- ....... .... No ------ ... .... -------------- --------------- - ------- ----- ----- 7 7 -- --------- ----------- ----------- .0. ------------------ --------------------- ----- - --------- ---------- - ---------- 4' - -- - - 41
-------------- ---------- ... -- -- ------ ------------- -------------- -------------- ------------ ------ ---- C, ----------- LrAoU-4 SCM ASEMRkT --10' 01 PSET IS ------ 4�' 27* > 482,544 SO.FT -Ft .......... I 1. 08 A C. 1, 038,762 SO; -------------- ----------- 2e - - --- -------------- I2 34 AC. 165;7�8 i SO, T IAC� i 31 -------- --- --- ---------- . ......... 4.3 OA F` 411' _f 1 - . I ., . , 11 - 'B2 z- - ------- -------
346- -E 32 _17�4 4 DA 1. I
-- -- ---------------- , I \ V\ ie I : i DA r ---------- 19.10 AC. ----- -- IO340,_�g FT 8J 1, 953 SO. -4u4 61 -2
20 SCM 4 i "I'll , 1% 48 ACCESS 33* -7— - -- --- --- ---------- ....................... ---- ------- 25
-------------- ---------- ------- ----------------------- I# EASEMENT 62*` ---------- 336Y 3 SO.FT I----------- - ------ DA -H 99,997,SQ, 114 ---------------------- -------
2 9 ------------- 4 9 A C. AA\\ 3410 OPPER DRIVE— I1,088,683 SO.FT - ---------- -------- - - ------ 24 M�H 38 000 43 -- 'o; - ------------- �e 7 - ----------------- -------- --- ------- 94505 T0'. T - SCY-2 2. 7 AC! .bbz -4 - - ---- ------ -------- ----­---------- . . .... --- :17 -------------- ------------ J: ---------- ---------- I00 54* ..... ----- f -G DA 0 scm 1 0 1, CLEAN\ ER H SO. FT ----------- BERM :& AT FT 887,644 -- ------ --- I _ _ f � ', I /1' 1. I 11 - scm-i 20.JS C. - --------------------------------------- A ---- ------ ---- IAT_ 7.42 A9,1 -v 2.33 A C. ------- CCESS ------------ ---- -ATER DIVERS -ION M� ---------- 201,215 SQ.F 7. o fPORAR)_ - SEED AT CLY, A WATERI #]VERSION B1 .......... IIRECREAT0N 0 SCM ACCESS f ----------- F I_AV ' Tnj -C LE -4 22 4.62 AC. EASEMENY 3 1 . . . ........ ------------ I.SO 26 A Ilk -- - - -------- J�� -7-9 FT- `TF_AfpOR4Rk F_ --- --------- ------------ LOT - -------------- -- ------------- ------ Sc - ----- ------------ � !/ , ---------
299, 4,24 SO. F ---------- - ----------- ------ - ----------- I ; - C. ---- -------- ----- EASEMENT ------- ... \ 1-86,826 20' SCM 3 ASEMENT ... ..... ---------- ---------- ------ 06 SCAI 5 58 ACCESS 57 87 C. 17* ----- ------- 429 A ------ ------ - ---- -- T, ... -------- ----------- -- -------- - ----- -------- -- ----------- --- ----------- - ------------------ -- ---------- -------- - -------- --- ------- ---- ------------ ----------- ---------- ------ -------- ...... #5 -------------- -------------- ------------- - ------ --- - ---------- ---------- ------ ----------- -------------------------- ---------- - --------- ------------ ----------- ------- 19* . ............. ------------- ------------- --- ------------ --------------------- ------ --------- ----- ------------ ---------- ------------ ---- - ---- ------------ Is . ..... ---- ------- SCM ACCES /* ------------ - ----- /* A0. SEMENT ---------------- --------- I- ------- ------- -------- ------------ ------- scm ---- ­­ I...... .... . ..... ---------- A V 4f -- J -------
---------- ------------- ........... ...... . -------------- ----- . . ....... . ..... - ---------- ------- ------ - - ---- --- .............. - ---------- -- ------------ ......... --- --------------- ------------ —WA4 ------ .............. ------------ -------------- ------------ `7 ----------- - �LEA N WATER DIVERSION BERM - _- ----- ------ ---- Io - -- ----- ------- ---------- - - - - -------- ----- ------- ------- ----------- ------- --- ----------------- - - ------ ---- ----- ...... ----------------------- ��TALLAT N) ----- - (TEMPORAR) SEED AT IK 4L ----- -- --- \ - - --------- - -------------- - - ------------- - -------- - - ----- -----
----------- --- * ---------- ...... .......... .. . . ............... % - - ---- . . ........... ------------- wr.m.1914 �Q�_ , -, --- ---- . ..... --- ------------- -- ---- -- - ------ - ---- ----- ----- ------------ ......... . . - ------- ------- --------- ---- --------- -- --------- ----------------------- - --------- ------ ------ % .... .. -- ----- ---- - ------- ----- ---------------` -\ -- --------- - - ------- - ----------- ---- law o ---------- --------- - v _- ------------- ----- --
----------- ................... --- --------- ---- ------------ .......... ---------------------- ----------- ------------ % ------ - ---------- ----- ------ . ............ - - ------ ---------- ---- ----
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1 . LOTS DENOTED WITH AN ASTERISK (*) NEXT TO THE LOT
NUMBER MEANS THERE IS A 100 YR FLOOD EASEMENT WHICH
CONSISTS OF THE 100 YR FLOOD PLAIN (BACK WATER) PLUS 1'
GRAPHIC SCALE (OBTAINED FROM GIS ELEVATIONS) OR THE LOT HAS FLOOD
HAZARD SOILS ON IT.
150 0 75 150 300 600
2. BEFORE ACQUIRING A BUILDING PERMIT FOR LOTS MARKED BY
AN * (ASTERISK) THE BUILDER MAY NEED TO OBTAIN A FLOOD
IN FEET HAZARD AREA USE PERMIT FROM THE WAKE COUNTY
1 inch = 150 ft. ENVIRONMENTAL SERVICES. THE BUILDER'S ENGINEER, ARCHITECT
AND/OR SURVEYOR (AS APPROPRIATE) MUST CERTIFY ON ANY
PERMIT THAT ALL FLOOD HAZARD REQUIREMENTS ARE M ET.
MAGNETIC [1 4-14-1,2(A-H)l
3. THERE SHALL BE NO FILLING OR THE ERECTION OF PERMANENT
STRUCTURES IN THE AREAS OF WAKE COUNTY FLOOD HAZARD
SOILS OR FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA) 100
YEAR FLOOD ZONES UNTIL A FLOOD STUDY IS APPROVED BY WAKE
COUNTY AND/OR FEMA. [14 -14 -1,2(A -H)]
------------ - -
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FLOOD FRINGE AREA
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SCM 1
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1.33%
519.4
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0.78
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472.8
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D
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1
1.07
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595.5
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8.0
5.5
13.1
5715
9864.0
1.73
75.6
12.38
50.0
115.0
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SCM 2
0.3
8.0
17.8
35.5
15477
32058.0
2.07
124.4
33.52
106.0
147.0
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0.3
8.0
5.3
12.6
5496
9486.0
1.73
74.1
11.90
50.0
110.0
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0.3
8.0
6.2
14.8
6434
11106.0
1.73
80.2
13.93
55.0
117.0
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SCM 5
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7.5
17.8
7769
13410.0
1.73
88.1
16.83
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156.0
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0.3
8.0
5.3
12.6
5475
9450.0
1.73
74.0
11.86
40.0
137.0
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Pipe Name
Size
Material
Length
Slope
SIZE OF
Inv. Out
VOLUME
SKIMMER
FOR BASIN REQUIRED
DAYS TO
DEWATER
Qd (V/td)
SKIMMER
SIZE in
HEAD ON
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!!In
ORIFICE
DIAMETER
D -?Q / 23
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ORFICE
DIAMOFTER
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24'
RCP
77.95
3.17%
374.25
Ox?H
Pipe 3
SB -1
9864.0
3.0
3288.0
2.0
0.2
1.87
2.0
SB -2
32058.0
3.0
10686.0
3.0
0.3
3.04
3.3
SB -3
9486.0
3.0
3162.0
2.0
0.2
1.83
2.0
SB -4
11106.0
3.0
3702.0
2.0
0.2
1.98
2.0
SB -5
13410.0
3.0
4470.0
2.0
0.2
2.18
2.3
SB -6
9450.0
3.0
3150.0
2.0
0.2
1.83
2.0
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Pipe Name
Size
Material
Length
Slope
Inv. In
Inv. Out
Pipe 1
24'
RCP
68.70'
8.36%
367.20
361.48
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24'
RCP
77.95
3.17%
374.25
371.78
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18'
RCP
38.91'
2.51%
399.33
398.36
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18'
RCP
45.64
0.88%
398.76
398.36
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24'
RCP
52.75'
1.00%
385.83
385.30
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48'
RCP
83.94'
0.50%
343.90
343.48
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18'
RCP
77.88'
0.65%
356.80
356.29
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18'
RCP
65.66'
5.88%
344.68
340.83
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54.44'
8.29%
35.9.00
354.50
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RCP
89.78'
1.54%
353.28
351.90
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18'
RCP
44.27'
0.56%
350.25
350.00
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24'
RCP
102.89'
0.53%
349.80
349.25
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X,�
JIL T oo,
N. Z-----------
-,27
'0�
E MENT I ,
I' , \
Vlt
)ITCH
'A ------
1.
1/1 1 ----
V
J
5.551, SILT_ \x,
7`1 28, 1 2
%
•13t,
W7934�ZQ92 FENCE _05
(TYP) ---- ----
0A
.0
-------------
--Ai
4L.
f T ITCH
A.- ------- ------------- X
DITCH A
42 16
P y
L7
Z
15'X20
15'xi
.0 -------
---------------_ kO* 12' 07.32"' DRAINAGE y
x",
T _j
r
T
T
T
�0, bl�
`(TY --- ------ 77.20
•o
V
CK
----------
DRAINAG
-------------
EASEMENT
----------
T'-
-------- ----
.00 &� --- --------------
------------
-------------------
% T
P -PER -D
:"3
CHECKI \ - ,,, , ,, ,, 1, % RIVE
`j\ ------- e --- 11 - -- X, . " , " " " ,.,/ 'i " i;:: i "'; t v " I PIPE 7
ic,_n .24
of ---- 1.� - - " , ,
DAM(TYP) �w "TeV T
43
------ 77' LONG
18" RCP
-------- w, A 1131-1 C__5M.
ff
��j�F @ 0. 6 5%
------------------------------------ -----------
-------------------------------- ------- ------ ------
C a
-- ---- -----------------------
r
20'X35'
, 11 DF,
IL - ---- ---- oo f4o
A01 -----
1,j 7%, ITCH A A
-------- - --------
---------- 23 --- DRAINAGE
1 7
EASEMENT
wo,
- ----------- --- ps,
I o
ol
I , �41 8
----------------------
x
DISSIPATO
----------------
-----------
T S
--------- Moo 'AD
------------------------------ - ti: �: � -- ( � ,,, , , - I
------- IS IPATOR
ID D 7
---------- ------ 0",
A
H
22,
N"A
V
T V, V_ I
Ik --------
T
ITC
A.,
I V., \T -
'Vi -----------
1_/v
F I
A"
- ------------------------
_T
RECREATION
V
V
4 -------
----------- ------
x
oo
LOT DIT r
V5
V
EE DITC I
t, At li,
fI ---------------
----------
Aft
8 ------ PROTECTION'
FEI
t JI
A
TOTAL OPEN SPACE
-V 1,739,642 SQ. FT
:-
I -----------
- 11j
39.94 AC. A
-- --
, 40 -------
-- - - -- - - - - - - %
1, V, 1� - , I ---------------- ----------
Y' �1� i,
A
'18
BASIN
DRAINAGE
AREA
Size
L25
AREA
SURFACE ARE
a25 REQUIRED-
VOLUME
REQUIRED-
DEPTH
2L -_Y
Min. Weir Limited
Ltqgth Width
Length based on
Limited Width Y_
SB -1
SCM 1
0.3
8.0
5.5
13.1
5715
9864.0
1.73
75.6
12.38
50.0
115.0
SE -2
SCM 2
0.3
8.0
17.8
35.5
15477
32058.0
2.07
124.4
33.52
106.0
147.0
SB -3
SCM 3
0.3
8.0
5.3
12.6
5496
9486.0
1.73
74.1
11.90
50.0
110.0
SB -4
SCM 4
0.3
8.0
6.2
14.8
6434
11106.0
1.73
80.2
13.93
55.0
117.0
SB -5
SCM 5
0.3
8.0
7.5
17.8
7769
13410.0
1.73
88.1
16.83
50.0
156.0
SB -6
Pipe 4
0.3
8.0
5.3
12.6
5475
9450.0
1.73
74.0
11.86
40.0
137.0
Pipe Table
Pipe Name
Size
Material
Length
Slope
SIZE OF
Inv. Out
Pipe 1
24'
RCP
68.70'
8.36%
367.20
ORIFICE
USE
=R
VOLUME
DAYS TO
3.17%
SKIMMER
HEAD ON
DIAMETER
18,
SKIMM
21
(td)
Qd (V/td)
-
ORIFICE
18,
OiiFICE
FOR BASIN
REQUIRED
DEWATER
398.36
SIZE in n
ft H(D=?Qd/(23
RCP
DIAMETER
1.00%
385.83
385.30
Pipe 6
489
RCP
83.94?
OF
343.90
343.48
Pipe 7
18,
RCP
77.88
Ox ?H))
356.80
SEI -1 1
9864.0
3.0 1
3288.0
2.0 1
0.2
1.87
2.0 1
SB -2
32058.0
3.0
10686.0
3.0
0.3
3.04
3.3
SB -3
9486.0
3.0
3162.0
2.0
0.2
1.83
2.0
SB -4
11106.0
3.0
3702.0
2.0
0.2
1.98
2.0
SB -5
13410.0
3.0
4470.0
2.0
0.2
2.18
2.3
SB -6
343.35
34310
Pipe Extention
18'
RCP
1.83
2.0
Pipe Table
Pipe Name
Size
Material
Length
Slope
Inv. In
Inv. Out
Pipe 1
24'
RCP
68.70'
8.36%
367.20
361.48
Pipe 2
24'
RCF
77.95
3.17%
374.25
371.78
Pipe 3
18,
RCF
38.91'
2.51%
399.33
398.36
Pipe 4
18,
RCP
45.64?
0.88%
398.76
398.36
Pipe 5
24'
RCP
52.76
1.00%
385.83
385.30
Pipe 6
489
RCP
83.94?
0.50%
343.90
343.48
Pipe 7
18,
RCP
77.88
0.65%
356.80
35629
Pipe 8
18,
RCP
65.66'
5.88%
344.68
340.83
Pipe 9
24'
RCP
54.44!
8.29%
359.00
354.50
Pipe 10
24'
RCP
89.78'
1.54%
353.28
351.90
Pipe 11
18'
RCP
44.27'
0.56%
350.25
350.00
Pipe 12
24'
RCP
102.89
0.53%
349.80
349.25
Pipe 13
Qw
RCP
45.42'
0.55%
343.35
34310
Pipe Extention
18'
RCP
17.86'
3.827.
398.16
397.48
DISSIPATOR# LENGTH DEPTH DIAMETER CLASS ID
1
7'
6"
3
CLASS A
2
7'
6"
3
CLASS A
5
7'
6"
3
CLASS A
6
15'
12"
8
CLASS B
7
5'
6"
2
CLASS A
8
7'
1 6" 1
2
1 CLASS A
9
7'
1 6" 1
2
1 CLASS A
10
10'
1 6" 1
1
1 CLASS R
4,
%fl 19
■
II
%
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7, ----------- -
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----------
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gig
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41
P11N# 2175M5
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--------------
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-------------------------
---- --------- AO 1'D'13,§M;'PA:dE-T396 /X"
........... ---------
100
Tw
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fte wo ------------- <
----- -----
--- ----------
A, ------- ------ ------
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P, V ----- --------
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192175W2 ----------
---------------
AIL -
--------------
------- ----------------- EY
...... Ali -A -AND
7491DW -MEL.
J
DEBR
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--- ----- -- 0,
- --------- 1,
%
----------- -D B.- -2W-- - ----- \ ' ' - I N
E 1756 �.LL.2001% 1462;t,:ffi AGE
A4 --1741 ------- 61V_
kREIEI� DB.. 897% P, 3L BLAC
2, IMAGE
------------ Rkf _P 5%
hilil 6A Ar,!F� - ---------
----------
------- --------- ------------ --------
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---------- % - ------ --------
A
------------------ ---------- ------- ----------
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--------------
-------------
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---------------------
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---------- - ---------- ---- % %x
- - - - - - - - - -
---- ----------- ---- --
--------------- ---------- - - - - - - -
- - - - - - - - - - --- %
----------------
----------
- - - - - - - - - - - - - - -
J
r
---------------
4 %
------------------- - - - - - - - - - - - - - - - - -
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--- -----------
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- - ------------
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---------------- ":
-------------- ------------------- ---
-------------------
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LEGEND
FLOOD PRINCE AMA
0
rLooD WAY
FEMA FLOOD AREA (ZONE X)
ct
rTl
20' BUILDING SETBACK
WAKE COUNTY WATERSHED WATER SUPPLY BUFFER
-----------------
WELL ROAD
20' ACCESS AND DRAINAGE EASEMENT
TEMPORARYO TURN AROUND
4,
%fl 19
■
II
%
j�,
I.J
"1N LL Si -----•
-
-- ----------
x,
T�'* _•-•
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A
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..... ....✓.....
---------------- T_
loot
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ELM )t,P
-----------
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-------------
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----------
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-----------
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- - --------------
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.. ..........
- - ----------------
-----------
--------------------
--------------
-------------- -----------------------
----------- -------
7, ----------- -
----------- - --------------------
------ :---Zs7 ------------- 400 -------- - -- ----- ------
------- -------- *Poo* .0 ----------- ------ ------
----------
*me*
-Poo ------- - -----------------
2? ----------- - - - -
00-
-------------------
01,00 -------------- -------
:::: x
04,,1 ------ --------
■
---------------------
4wo V- -- - ------ --------
0*60419 ,
gig
4�*
ASD -K -------
'J,
------------- -P -- - ----------------- ­­ - - - __ - - - I I %
------ ------
V,
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N- -------------------------------
--------------
------ ------- DA - 10,648,
��itd ------------------
---I ' - - - -­ %
sR
41
P11N# 2175M5
•
--------------
A -AND""-
,'BX 00V1 AGE 1333
-----------
_1� ...... 16' AMY' N
< ------
X
ylii•i
--- --------
---------- ------
I M. 20pt,"PAdr- ------ -- - -----------------------
-------------------------
---- --------- AO 1'D'13,§M;'PA:dE-T396 /X"
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100
Tw
*ft 00
fte wo ------------- <
----- -----
--- ----------
A, ------- ------ ------
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P, V ----- --------
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---------------
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--------------
------- ----------------- EY
...... Ali -A -AND
7491DW -MEL.
J
DEBR
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WILUAlk
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Noice:AMS
--------- - ---- ----- % ------------------
DEk
Er. -M ---------
--- ----- -- 0,
- --------- 1,
%
----------- -D B.- -2W-- - ----- \ ' ' - I N
E 1756 �.LL.2001% 1462;t,:ffi AGE
A4 --1741 ------- 61V_
kREIEI� DB.. 897% P, 3L BLAC
2, IMAGE
------------ Rkf _P 5%
hilil 6A Ar,!F� - ---------
----------
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-------------
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- - - - - - - - - -
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r
---------------
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------------------- - - - - - - - - - - - - - - - - -
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39(
38(
37(
36(
35(
30' SIGN
EASEMENT
GENTRY DRIVE
' 37��
r
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WATERSHED BUFFER
®
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®
J 36 t /
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PERMANENT ROAD DITCH
i
24"
CP
■ x'11
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IEF�,
@
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_
- .
- -
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WATERSHED BUFFER
-
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®
J 36 t /
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Revision:hly 7,2015
s30
p
PUBLIC
jv
DRAINAGE
\ ■ 1 'Oxy
EASEMENT
'
(45'X 70')
-
®
SEDIMENT BASIN
®
CHECK DAM
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SILT FENCE
- - -
PERMANENT ROAD DITCH
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PERMANENT OFF ROAD DITCH
I
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EASEMENT
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LIMITS OF 14
0+15.59 (360.72)
DISTURBANCE
I
Revision:hly 7,2015
PIPE, 8
J I
■
65' LONG 18" RCP
'
I
j I
O
DITCH
W/FES @ 5.88%
d'
I
79.9 VC
p
' �
-y" SII -mm � � ,�
NEEN ONE
Qv�L
C,3
PVI STA =
PVI EL = 3a
+87
6.75
-
I
■ ■
.. ■ . .. .. .. . ..
:.
1FE11
E
V
380.811
K = 20.
^^0
DCo ITCH
j coo
ct
I Co
H
M
PEAK
Q^^�
-
-
O 17i
c
I--�-I
ct
"I. HIGH POINT
E ELEV:358.0
Q)
M
ct
ELEV =
361.072_
Lo
EXISTING
GRADE
2+77.59 (36
.53)
I
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t\
NClo
-�
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I Q
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k,
86.8VC
-
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71 STA = 2+23
..
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EL = 364.52
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s Q
co
K = 14.6
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LOW POINT
.�
EXISTING GRALM
2(77.59
(365.53)
\
n� 1. .
CENTERLINE
" M I
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M
w w
PIPE 7
p
\
77' LONG 18" RCP
co
O+
\
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W/FES @ 0.65%
OPOSJID
C
o
\
/
EXISTING GRADE
\
GRADE
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INV OUT = 356.29
� CENTERLIAIE
_
I
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EXISTING
GRADE
Ell
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,,
\
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00
5 OFFSITE
RIGHT
�
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CD
a�
WATERLINE
6" X2" REDUCER
01 rw _R
tit'
\ /
M
+
I
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DITCH
\'
ELEV
= 345
078
B.0
\
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O
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GRADE
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GRADE)
rIqPIPE
25' OFFSITE
RIGHT 65' LONG 18"
RCP
\
25' OF
SITE LEFT
y'`
`�
ELEV­
366.6
W/FES @
5.88%Co i
MI
T37
INV IN = 344.681
1247Mlltl.
a"tel„
�
riq
370
INV OUT = 340.831
�»
I
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11-4
N
�RaPOB-E -
-
3.3 %
-
GRADE
E =
-
36
PROPOSED -
RAD.
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q
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PROPOSE
( �
I �
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36
360 TAT 4 rPERLI T i
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i
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35
XISTING�,
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-
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6
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35
350
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lr
GV
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4
1
r
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34
340
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550
340
4+00 4+25
PERMANENT
■
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■
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SILT FENCE
- - -
PERMANENT ROAD DITCH
--4
PERMANENT OFF ROAD DITCH
I
WATERLINE
- - - - - - - - -DRAINAGE
EASEMENT
GRAPHIC SCALE
50 0 25 50 100
( IN FEET )
1 inch = 50 ft.
__■�
- 1
___--
•0001
NEWS
.EEE EEE
I■ I 1
y 1
1
1
1
I I I 1
I 1
I I
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I 1
1 1
1
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Li
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0-1
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- -�
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WATERLINE
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■
I
LIMITS OF 14
0+15.59 (360.72)
DISTURBANCE
I
Revision:hly 7,2015
PIPE, 8
J I
■
65' LONG 18" RCP
'
I
j I
O
DITCH
W/FES @ 5.88%
d'
I
Z
p
' �
-y" SII -mm � � ,�
NEEN ONE
Qv�L
C,3
ct
°wa,�
-
I
■ ■
.. ■ . .. .. .. . ..
:.
1FE11
F
0
50' 20 _
MEW NEEE
NINE wEEq
------ --- ■ I - PU€iLI04
C 50' R/W I, '
NEW ENEE MEW ROME/ / i, _. _w
PIPE 7 I 1`36 35' _ / �)i_'
77 LONG 18 RCP � ■� � - - 1
W/FES @ 0.65 ■ ���'� DITCH AA SILT I - ■I
"X6" TEE W/ FENCE
2-6" GV&B 20' SCM
I.
&6X2 REDUCER WATERLINE I ACCESS ; I
EASEMENT ■
MEN WMEN
---------- - -!_ w
I ■ I ]DITCH
INE INEW2" WATERLINE
a ■v I I■ 1
1
22 ■l , I , POOL ;
1
_ \� ! ■ \L -350 --
WE,
- ` ,. 1ft
LJ
37(
36(
35(
34(
COPPER DRIVE
287.3VC
PVI STA = 1+59
PVI EL = 357.13
K = 53.9
30'PERIMETER
BUFFER
1
1
1
`EOP STA: 3+13.5
_t_'\ -6"X2" TEE W/
2" GV&B
2" B. 0
1�
e
1CO
1�
1
1
1
1
�25' TREE
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1
1
MAGNETIC
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200 3 DAYS BEFORE DIGGING CALL
TOLL FREE 1800-632-4949
A -ONE CALL SYSTEM FOR COMMUNITY AND JOB SAFETY
ItVV
LtVV
JtUV
370
0+28.91
360 E TING -PROPOSED
ADE GRADE
360--
a 0
6
MN O O
I I I I N M a
350 PIPE 7
77' LONG 18" RCP
W/FES ® 0.65%
INV IN = 356.80
INV OUT = 356.29
340
330
4+00 4+25
2+76.32
XISTING PROPOSE 35o
GRADE GRADE
PIPE 8
5' LONG 18" RCP
\ FES®5.8%
I IN = 34 .68
I OUT = 0.83
O^ N M Q N
M N i O
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o r3
0-1
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ct
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-
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F�
E ELEV:358.0
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361.072_
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EXISTING
GRADE
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W/FES @ 0.65%
OPOSJID
INV IN = 356.80
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8
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RIGHT 65' LONG 18"
RCP
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INV IN = 344.681
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370
0+28.91
360 E TING -PROPOSED
ADE GRADE
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a 0
6
MN O O
I I I I N M a
350 PIPE 7
77' LONG 18" RCP
W/FES ® 0.65%
INV IN = 356.80
INV OUT = 356.29
340
330
4+00 4+25
2+76.32
XISTING PROPOSE 35o
GRADE GRADE
PIPE 8
5' LONG 18" RCP
\ FES®5.8%
I IN = 34 .68
I OUT = 0.83
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N.C. UNDERGROUND UTILITIES � �4 W/FES Q 0. 5 ° +
25 TREE
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35
PVI
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PIPE 7
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�-
77' LONG 18" RCP
=3Q-0
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r
HIGH
POINT
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355
35
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INV IN
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INV OUT
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PIPE 9 _ _
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INV IN
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YR
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> �
EXISTI�G
GRADE
42' LONG 18" RCP
101' LONG 24" RCP I
INV IN = 353.28
35
iso
25' OFFSITE
LEFT
°
W FES ®0.56%
W
I
INV OUT = 351.90
INV IN = 350.25
INV IN =®349.80
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- --
I
INV OUT = 350.00
INV OUT = 349.25
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STRUCTURE
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345-'�
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1
M = 356.43
12
MIN -
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I
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34
340
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IN =
INV OUT =
43.90�
43.48
WIFES 0. 55-
i
INV IN 343.3
INV OUT = 343.1
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1
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0+00
1+00
2+00
3+00
4+00
5+00
6+00
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8+00
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13+00
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1 \ PIPE 13 N �� 1 ®�' •� ''tet , ��, • —•—•— ——•—•—•— ra \� p—`�.� —�1 <� —'i■ II ♦ vd�� % • 1 30 WAK
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PIPE 12 � A ,- � • ,• ,.,� � :■��..:�..�.' �-. •_, _,- � � l l '
101 LONG 24" RCP r/FES C� 0.5 % �"� ,gyp 1 DITCH S �j% o �.. --- , ■ r,: �'��,=�_ . _ ,�. --- �o•\,
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1 . • I .,•�• �!�, , a,� �_��„ _, ,� ,�°, —•—� = r , — �' -�: ■■� ' � �'' , ► 1 1 � � � I I 1 1 1 j � I �'" �.,. --._ ;_ , Via° ,- ,_.--•—�
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PIPE 9 / ' 1 WATERLIrI 1 1 ` 72 j 1 DITCH L i. 1\ •' is • -'�' -._.1 .�._ •\\ •- •?' • ` i
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D ' 1
EASEJI EIUT� /l / l /' W/FES ® .50% ( ® ► 1 ' ' EASEMENT
ELEV. 349! 8 / l % • l / I ; a I i ' ` ► ` I I I ' . I DITCH F1 . ' I '
� � � ELEV - 377.44 ,<'
#4#�� I • / `y/ 1 � �`I • I I I� 1 ' i \\
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W
3
3
3
3
3
3
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W/FES @ 3.17% SPACE O
FIFE ELEV - 377.44 Mi` ` ` ♦`
I
DOVER HILLS DRIVE
*NOTE
SEE EROSION CONTROL B
SHEET 8 FOR DITCH AND
EROSION CONTROL DATA
OPEN, /
56 \ 'Noun`, �\ SPAF;mmm\
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inIII Is�- ,- \M •• .: EASEMENTLO
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ma
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I •\'\ • \• . \ TEMPORARY °
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ELEV = 369.18 �! ! ♦♦•\'\ ♦♦ r ' \. !°
1 PIPE 1 __ �' ,,,�\
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1683 LONG 24" RCP ♦! ;� / ` �. \.\ \'\',
W/FES @ 8.36 - `----- - `� . •\ '\\f\.\.'� ,
PTTCH
62* ! / ` •\
j ♦ �\
1
FIFE ELEV = 368.29
20' PUBLI ! + • 40e / ` t!
r SCM/WELL
ACCESS EASMENT
/ ! O 6X2 REDUCER
1 ! ! —
2" GV&B °
\�
♦
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30'PFRIMETE ®®°° �� TEMPORARY
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N -W p*o d po N w� (.','(),', '.;'% 18"ii'M�`'i1'�>i '.' O "oil 0 0 5 w�" m °o°(a 0-�--�- 0 0o BAFFLE MAINTENANCE REQUIREMENTS:
�o o°o a- po x o2 %%ti%Yomt'II i?"xyi- ~ wam5w poa m<'%' Z= ado do o O o 0 o c INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO
a,In o$o° v 1 �� %%%%,%,, �.,IIii, ijI is v F- u_ = p NZ Nwr wD- D0000 000000000ao 35 6 5
pN o0 0 0o z 7a ';.s71•t� wr oy`' op_ =ao o0 00 00 00 00 ;c do La MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE,
Z 0 Op pop wN )1f;.-jA O 3w0 ZJ 00m O 00 00 00 00 o0 0
< �ocPo pogo °p � 22 K*i i W womzz oi2„Q ia� w� 000000000000000000 REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR �
o ppopo0o�%%ua.0 � pU K�.e D- oa ¢W Jam Nom NZ o0 00 00 00 00 0o THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT. x _
p op$�°pp �, Wi 1:.c rn Nano vom mNa� SEL 0 00 00 000°0 0°0 0� SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGN STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN N �
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pts o� v IL o w F wmm�o 3p l2 SN�o p} °onoo SLOPE AS REQUIRED Q I--1 Q =
0 0 J �W .aH a U pWWNN ��m °,'<1i1w w -1' FT, p S STABILIZE IT. ,� �.' cq
> �a r3mFra¢ otw< _ ��w< =�r !"Zzw �3 La 3.1 *5�� N �� W �
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�< mWZa IZ<w Z o-Sw9 T��2 (AORRO mo SECTION � = 1--1 = Q -
Wm m IFaoa opp3 wpm-wwa ,.z <m~� o� MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY -, _
0.U_w �jWzo z Opp =w0 `9 Go - I -z d * A -A REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT �
,yZO,�j zjQK 0[2.<or WAY Uwoz ro TERRAIN MAX. SLOPE AND CLEAN IT OUT � 'd .-
30'
>'Z1� ZO smc2iJ gZKWZ VKJ InwfR ZD LEVEL 2:1 AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. aj 13 � -�
RESIDENTIAL oW�W? Nor,zm OM �m ONN SEM � SYMMETRICAL CUL-DE-SAC -
CONSTRUCTION o wnwoo DITCH LINER - N `i % BLOCK AND GRAVEL FDISSIPATOR DESIGN ROLLING 2:1 NO CURB &GUTTER 4- c� ; .=
ENTRANCE o INSTALLATION jE DROP INLET PROTECTION HILLY 1 -1 2:1 DITCH LINER: MAINTENANCE REQUIREMENTS: c� U S_ 0 - i a N
INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION OR FAILURE. WHERE Q 07 Q ti (� P. A4 -
EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. IN GENERAL,
ONCE A RIP RAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE MAINTENANCE. RIP RAP
SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED
bi IN SOME LOCATIONS. DURING THE ESTABLISHMENT PERIOD, CHECK GRASS -LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS
o _ ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY HEAVY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS
Seeding mixture Seeding mixture Seeding mixture 24' MAX. V) N PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING
Species Rate (lb/acre) Species Rate (lb/acre) Species Rate (lb/acre) X '> OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATION TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE
Rye (grain) 120 German millet 40 Rye (grain) 120 MONOLITHIC 6" POUR OF 3000 psi . <NN I GRASS IN A HEALTHY VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL.
CONCRETE IN RIGHT-OF-WAY.
Annual lespedeza (Kobe in � DIVERSION DITCH: MAINTENANCE REQUIREMENTS:
Piedmont and Coastal Plain, In the Piedmont and Mountains, a small -stemmed Seeding dates INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA ;�
Korean in Mountains) 50 Sudangrass may be substituted at a rate of 50 Ib/acres Mountains -Aug. 15 - Dec. 15 EXPANSION JOINT . 0 AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED
Coastal Plain and Piedmont -Aug. 15 - Dec. 30 PIPE CULVERT - SEE NOTE 1 x.44 y., IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND CA O
Omit annual lespedeza when duration of temporary cover is not to Seeding dates If o� [ � � APPROPRIATELY STABILIZE IT. �I
extend beyond June. Mountains -May 15 - Aug. 15 Soil amendments R/w - - - - - - - RAW o .,
y Peidmont-May 1 - Aug. 15 Follow recommendations of soil test or apply 2,000 E P4 x HARDWARE CLOTH &GRAVEL INLET PROTECTION MAINTENANCE REQUIREMENTS: a ��
Seeding dates Coastal Plain -Apr. 15 - Aug. 15 Ib/acre ground agricultural limestone and 1,000 Ib/acre 5' MINS INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE
Mountains -Above 2500 feet: Feb. 15 - May 15 10-10-10 fertilizer. RADIUS T.B.D. BY STREET
DESIGN MANUAL OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR ct CA
Below 2500 feet: Feb. 1 - May 1 Soil amendments cE of DITCH CL CL CL o a0 UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. �, • roligool
Peidmont-Jan. 1 - May 1 Follow recommendations of soil test or apply 2,000 Mulch
Coastal Plain -Dec. 1 - Apr. 15 Ib/acre ground agricultural limestone and 750 Ib/acre Apply 4,000 Ib/acre straw. Anchor straw by tacking with EDGE of SHOULDER N LAND GRADING: MAINTENANCE REQUIREMENTS: r'
10-10-10 fertilizer. asphalt, netting, or a mulch anchoring tool. A disk with w PERIODICALLY CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND SEDIMENTATION CONTROL PRACTICES, ESPECIALLY
Soil amendments blades set nearly straight can be used as a mulch I AFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER -DISPOSAL PRACTICES. IF WASHOUTS 0 r�
Follow recommendations of soil test or apply 2,000 Ib/acre ground Mulch anchoring tool. EDGE of PAVEMENT OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT
agricultural limestone and 750 Ib/acre 10-10-10 fertilizer. Apply 4,000 Ib/acre straw. Anchor straw by tacking with GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION CONTROL PLAN. �:)
asphalt, netting, or a mulch anchoring tool. A disk with Maintenance MAIN ROADWAY o U
Mulch blades set nearly straight can be used as a mulch Repair and refertilize damaged areas immediately. PAVEMENT O N 10 9 SEDIMENT BASIN: MAINTENANCE REQUIREMENTS: ��
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, anchoring tool. Topdress with 50 Ib/acre of nitrogen in March. If it is E E 11.11 60 INSPECT TEMPORARY SEDIMENT TRAPS AFTER EACH SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE THE TRAP TO ITS
netting, or a mulch anchoring tool. A disk with blades set nearly necessary to extent temporary cover beyond June 15,ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE O
straight can be used as a mulch anchoring tool. Maintenance overseed with 50 Ib/acre Kobe (Piedmont and Coastal _ SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL. CHECK
Refertilize if growth is not fully adequate. Reseed, Plain or Korean Mountains lespedeza in late February NOTES: THE STRUCTURE FOR DAMAGE FROM EROSION OR PIPING. PERIODICALLY CHECK THE DEPTH OF THE SPILLWAY TO ENSURE IT IS A
refertilize, and mulch immediate) following erosion or ) ( ) p ry WITH UNPAVED ROADSIDE DITCH PIPE To N RCP OR HDPE AND SIZED To CARRY MINIMUM OF 1.5 FT BELOW THE LOW POINT OF T ; -I ;:�
HE EMBANKMENT. IMMEDIATELY FILL ANY SETTLEMENT OF THE EMBANKMENT TO
Maintenance y g or early March THE DESIGN FLOW OF THE DITCH FOR A ,D -YEAR.
Refertilize if growth is not fully adequate. Reseed, refertilize, and other damage. 24-HOUR STORM EVENT, THE MINIMUM ACCEPTABLE SLIGHTLY ABOVE DESIGN GRADE. AFTER ALL SEDIMENT -PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE �,
mulch immediately following erosion or other damage. E M'T STRUCTURE AND ALL UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND STABILIZE PROPERLY.
(SEE NOTE 3) LOW POINT A SMALLER PIPE.
SEE NOTE 4) 2 12" MINIMUM CovER OVER PIPE MEASURED FROM CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND r--� C/�
°Rj� E= TOP of PAVEMENT. SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
z'J rSEF - 3. STEEPER SLOPES CAN BE ALLOWED WHERE SPECIAL
"'q+iy"o>F � � sTAeluzanoN Is PROVIDED IN ACCORDANCE WITH SEEDING: MAINTENANCE REQUIREMENTS � >1
MSx01- T M s�e� RosION AND SEDIMENTATION CONTROL ORDINANCE RESEED AND MULCH AREAS WHERE SEEDING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT O
S�ocE 4. USE 5' VERTICAL CURVE FOR TRANSITION. 'm MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. GENERALLY, A STAND OF VEGETATION CANNOT BE DETERMINED TO BE FULLY
CHANNEL INSTALLATION NOTE z 4'. DOE s. RE EXPOSED ARIGHT TE OR OTHER SPECIAL suRFAc ' ESTABLISHED UNTIL SOIL COVER HAS BEEN MAINTAINED FOR ONE FULL YEAR FROM PLANTING. INSPECT SEEDED AREAS FOR FAILURE
SLOPE INSTALLATION 9 SLOPE TREATMENTS RICHT of WAY
(3�-CM) :SEE NOTE ,: AND MAKE NECESSARY REPAIRS AND RESEEDINGS WITHIN THE SAME SEASON, IF POSSIBLE. RESEEDING- IF A STAND HAS INADEQUATE
COVER, RE-EVALUATE CHOICE OF PLANT MATERIALS AND QUANTITIES OF LIME AND FERTILIZER. RE-ESTABLISH THE STAND AFTER
s SEEDBED PREPARATION OR OVER -SEED THE STAND. CONSIDER SEEDING TEMPORARY, ANNUAL SPECIES IF THE TIME OF YEAR IS NOT
12" ° o APPROPRIATE FOR PERMANENT SEEDING.
NORTH (30 CM) (1scM) ESIDENTIAL DRIVEWAY
AMERICAN L / TYPICAL ROAD CROSS r-4 U
INSTALLATION ON NON * O
GREEN 2"-s" NORTH �- () '� 0 FCUI
RB& GUTTERED STREETS SECTION SILT FENCE: MAINTENANCE REQUIREMENTS:
(5 CM -12.5 CM) 6" AMERICAN ,,, �% ,: -) )� . (' °" INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY.
\ (1s CM) GREEN f SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REPLACE • ��
\ ' '?' BURLAP EVERY 60 DAYS.
�® 1s cM ' 1155°M) REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCECA
. ...
( ) ` .'= .. . ' r PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEAN OUT. REMOVE ALL FENCING MATERIALS
1 r
! `1•, r �O AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA
r
O
HAS BEEN PROPERLY STABILIZED.
O
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3Bct
I I 4" (10 cM) SKIMMER MAINTENANCE REQUIREMENTS:
\ 0 INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT
^^ i AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES4� U
0 �C� 5 12.5 CM) TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN
BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OF THE FIRST CELL. MAKE
1) Ground Stabiliation* SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY
3A �5"°) O ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED n ,
11-6' Site Area Stabilization Stabilization Time WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN �I/
\ \ \ \ 8 v. X10 CM ' .°N�'•'• Description Time Frame Frame Exceptions AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
0O c16 �`� AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS.
0 0 (D Perimeter dikes, IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH AT
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: WHEN USING CELL -0 -SEED DO NOT SEED swales, ditches 7 days None PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
PREPARED AREA. CELL -0 -SEED MUST BE INSTALLED WRH PAPER SIDE DOWN. and slopes CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF
2. BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH WITH APPROXIMATELY 12• 30 CM) OF BLANKET P THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR
EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12' �30 CM) APART IN THE
BOTTOM OF THE TRENCH. BACKFILL AND COMAPCT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12 (30 CM) PORTION OF High Quality PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER
BLANKET BACK OVER SEED AND COMPACTED SOIL SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) 7 days AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE
ACROSS THE WIDTH OF THE BLANKET. Water HQW y None
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. 3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL BLANKETS WILL UNROLL WITH APPROPRIATE SIDE AGAINST THE SOIL SURFACE. ALL TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. Zones NOTE: WHEN USING CELL -O -SEED Do NOT SEED PREPARED AREA. CELL -O -SEED MUST BE INSTALLED WITH PAPER SIDE DOWN. a WHEN
USING
NSECUTI DOT
SY TEM"% ST OVER STAPLES/STAKESSHOULD BE) PLACEDDATHROUGH
EACH
CMF THE C COLORED
DOTS
. ORRESPONDIN ROW of APPROPRIATE
STAPLE
PATTERN.
TREE PROTECTION MAINTENANCE REQUIREMENTS:
2. BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN A 6" (15 CM) DEEP X 6" (15 CM) WIDE TRENCH If slopes are 10' or
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE PORTION OF THE TRENCH. ANCHOR THE APART AND a" (10 OF
ON CENTER TO SECURE BLANKETS.
5. FULL LENGTH EDGE OF BLANKETS . TOP OF SIDE SLOPES MUST BE ANCHORED WITH LI ROW OF STAPLES/STAKES APPROXIMATELY 12' (30 CM) APART INA 6" (15 CM) Slopes steeper 7 days less in length and are CONTINUE TO CARE FOR THE SITE UNTIL THE NEW OWNER TAKES POSSESSION. TAKE THESE STEPS AFTER ALL MATERIALS AND
BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30 CM) APART IN THE BOTTOM OF THE TRENCH. DEEP x s" (15 CM) WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. y EQUIPMENT HAVE BEEN REMOVED FROM THE SITE:
BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30 CM) 6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2" - 5• (5 CM -12.5 CM) (DEPENDING ON BLANKET TYPE) AND STAPLED. than 3:1 not steaper than 2:1
PORTION OF BLANKET BACK OVER SEED AND COMPACTED SOIL. SECURE BLANKET OVER COMPACTED SOIL WITH A ROW OF 7, IN HIGH FLOW CHANNEL APPLICATIONS, A STAPLE CHECK SLOT IS RECOMMENDED AT 30 TO 40 FOOT (9 M - 12 M) INTERVALS. USE A DOUBLE ROW OF STAPLES
STAPLES/STAKES SPACED APPROXIMATELY 12" (30 CM) APART ACROSS THE WIDTH OF THE BLANKET. STAGGERED 4• (10 CM) APART AND 4" (10 CM) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL.. 14 days are allowed • REMOVE TREE PROTECTION ZONE FENCES.
3. ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. BLANKETS WILL UNROLL WITH APPROPRIATE SIDE 8. THE TERMINAL END OF THE BLANKETS MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12• (30 CM) APART IN A 6- (15 CM) DEEP X 6" (15 CM) PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES,
AGAINST THE SOIL SURFACE. ALL BLANKETS MUST BE SECURELY FASTENED TO SOIL SURFACE BY PLACING STAPLES/STAKES WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 7 -day for slopes REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY.
IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING THE DOT SYSTEM'" , STAPLES/STAKES NON LOOSE SOIL CONDITIONS, THE USE OF STAPLE OR STAKE LENGTHS GREATER THAN 8" (15 CM) MAY BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. Slopes 3:1 Or 14 days greater than 50 feet •• REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO THE APPROPRIATE STAPLE PATTERN. A NOTE. flater In length TOPSOIL OVER EXPOSED ROOTS.
4. THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" - 5" (5 CM - 12.5 CM) OVERLAP DEPENDING B C CRITICAL POINTS * HORIZONTAL STAPLE SPACING SHOULD BE ALTERED •• REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA, TAPER THE CUT TO PROVIDE DRAINAGE, AND PAINT WITH
ON BLANKET TYPE. a ovERLAPs AND SEAMS IF NECESSARY TO ALLOW STAPLES TO SECURE THE ok
CRITICAL POINTS ALONG THE CHANNEL SURFACE. All other areas None (except for •• TREE PAINT.
B. PROJECTED WATER LINE CUT OFF ALL DAMAGED TREE LIMBS ABOVE THE TREE COLLAR AT THE TRUNK OR MAIN BRANCH. USE THREE SEPARATE CUTS
5. CONSECUTIVE BLANKETS SPLICED DOWN THE SLOPE MUST BE PLACED END OVER END (SHINGLE STYLE) WITH AN APPROXIMATE C. CHANNEL BOTTOM/SIDE +. IN LOOSE SOIL CONDITIONS, THE USE OF STAPLE with slopes flatter 14 days perimeters and HQW
3" (7.5 CM) OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" (30 CM) APART ACROSS ENTIRE A SLOPE VERTICES OR STAKE LENGTHS GREATER THAN 6' (15 cm) MAY TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE.
BLANKET WIDTH.B BE NECESSARY TO PROPERLY ANCHOR THE BLANKETS. than 4:1 Zones
C
CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR INSECT -INFECTED TREES. REDUCE oh I1
NOTE:oosE SOIL CONDITIONS, THE USE of STAPLE OR STAKE LENGTHS GREATER THAN 6" (15 CM) MAY BE NECESSARY To WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. *-Extensions of time may be approved by the permitting TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER
PROPERLY SECURE THE BLANKETS. authority based on weather or other site-specific conditions that INFORM THE PROPERTY OWNER ABOUT THE MEASURES EMPLOYED DURING CONSTRUCTION, WHY THOSE MEASURES WERE TAKEN,
make compliance impracticable. (Section II.13(2)(b))
AND HOW THE EFFORT CAN BE CONTINUED.
FEV, 112004
REV. 1 /2004

NOTES:
1. DIVERSION TO BE USED UPSLOPE OF A CONSTRUCTION SITE TO PREVENT STORM RUNOFF FROM ENTERING THE DISTURBED AREA.
2. IMMEDIATELY LINE AND STABILIZE BEFORE ANY DOWNSLOPE GRADING BEGINS STABILIZATION MUST OCCUR BEFORE ISSUANCE OF A
CERTIFICATE OF COMPLIANCE). STABILIZATION METHOD IS BASED ON VELOCITY OF OFFSITE DRAINAGE.
3. DIVERSIONS SHOULD ONLY BE USED FOR DRAINAGES 5 ACRES OR LESS.
4. ANY SEDIMENT LADEN WATER PRIOR TO STABILIZATION OF THE DIVERSION MUST BE DIVERTED INTO AN APPROVED EROSION AND SEDIMENT
CONTROL SCM. CLEAN WATER SHOULD EMPTY INTO AN APPROVED OUTLET DEVICE.
�{ 2' MIN.
VAR. DIKE
2' - 10' 1;,C
Flow from undisturbed area Disturbed Area
Now
-III-III-III-III-III-I I -I 2� Ma -I 0 VAR.2 ,
III -III -III -III -III -III III_ _ I -III
I
III III IIII�II;.II
12"
CROSS SECTIONAL VIEW
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE
AKE
COUNTY
ORT"`AROLIKA STANDARD CLEAN WATER DIVERSION
EFFECTIVE: 01/31/081
ZONE
NOTES:
r I. BAFFLE MATERIAL SHOULD BE SECURED AT THE BOTTOM AND SIDES
USING STAPLES OR BY TRENCHING AS FOR SILT FENCE.
2. MOST OF THE SEDIMENT WILL ACCUMULATE IN THE IST BAY,
WHICH SHOULD BE READILY ACCESSIBLE FOR MAINTENANCE.
Isr ceuRua cell 3. PROVIDE 3 BAFFLES (USE TWO IF LESS THAN 20 FEET IN LENGTH). PROVIDE
251 ovbasu, as i orna"" 5 BAFFLES FOR DRAINAGE AREAS GREATER THAN 10 ACRES.
surface area f .c 4. BAFFLE SHALL BE 700 G/M2 COIR EROSION BLANKET.
INLET) ZONE OUTLE ZO E 5. TOPS OF BAFFLES SHOULD BE 21NCHES LOWER THAN THE TOP OF THE BERMS
6. INSPECT BAFFLES FOR REPAIR ONCE A WEEK AND AFTER EACH RAINFALL
b -h e ai b, x'n wrta�c ar
I
I
PLAN VIEW CROSS SECTION
SUPPORT ROPE SUPPORT POST
TO WIRE TO 24" INTRO BOTTOM STAKE TO
PREVENT SAGGING OR SIDE SUPPORT WIRE
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED.
FENCE AND FABRIC
BURIED IN TRENCH
_STEEL POST
6"X6" TRENCH, COIR MESH OR SIMILAR, STAPLED OR
BACKFILLED AND TRENCHED INTO BOTTOM OR SIDE
COMPACTED
V
SECTION VIEW OPENING
WRH RIPRAP TMP, MATTING
AKE
COUNTY
NORTH CAROLINASTANDARD BAFFLES DETAIL
EFFECTIVE: 01/31/081
1
CONCRETE BLOCK CATCH BASIN
EDIMENT STORAGE ZONE
z
■
I
■ / GALVANIZED HARDWARE CLOTH
(TOTAL CAPACITY) rFLOOD STORAGE ZONE �1/2' x 1/2' GRID 1-0
CROSS SECTION CMP OURET PIPE RIP RAP
-�
1.5� 1 FLAW CULVERT PIPE
FUTURE STORM DRAIN PIPE
\
y�
CULVERT PIPE No. 5 WASHED STONE FILTER 1.5
� SILT FENCE BAFFLES (TYP.) CONCRETE FOOTING PAD
4v
GALVANIZED HARDWARE HA 6 WASHED STONE FILTER WD AGAINST
CLEAN PON HARDWARE CLOTH (1:1 MAXIMUM SLOPE)
CLOTH W/ 1/2' GRID (1/2 DEPTH SEDIMENT STORAGE ZONE)
PT
PERSPECTIVE VIEW SECTION VIEW
USE OF CATCH BASIN RISER/FILTER ON FILL SITES
A. I. INSTALL GATCN BASIN RISER/FlLr
B. A CUT TREES, aEAR s L RUB
C. S. RAISE BASIN AS NEEDED, PLUGGING OLD SIDEWAYS
2 PROVIDE SFDMENT S70RAGE ZONE
-
1, BEGIN FIRST FILL SECTION.
BLOCKS W/ MORTAR AND REBUlDINO RISER FILTER AT
TOP DF SVBSEGUENT FILLS
6. CONTINUE FILING
1
+
DESIRED FINAL OR
NG
v SEDIMENTNKMENT
FLOW
PND RISERM
ST ALL
STORAGE
ZON
70 BE S
CLEARED & FILLED E
Tal BASIN RISERMLTEA
PND FILL
D. 7. CATCH BASIN NUL EVENTUALLY REACH GEsAED E. 9. STABILIZE ALL DISTURBED 501L EXCEPT SEDIMENT F. 10- ONCE ALL IS SdBLLZm. NSPECTED & APPROVED,
FNAI. WADE BUILD FINAL MSER/RL7EA AT DHS PWT. S70RACE ZONE W/ PAVEMENT. VEGETATION, ETC. DISMANTLE FILTER, PILO BLOCKS Mt ALL SEDIMENTS. FILL ALL BUT SEDIMENT ME.
STORAGE ZONE.
STABOZE BARIE SDE N SEDIMENT SIORACE ZONE
ZED SOIL /,STABILIZED Sql>`
D RISER/FLTER (FINAL) ` y
IST ALL 1ST FILL IST ALL FINAL FINAL
RLL
xm 3RD
ALLU. FILL
AKED
ISHED CATCH BASIN
COUNTY
NORTHCAR"LINA STANDARD CATCH BASIN RISER/FILTER
EFFECTIVE: 01 /31 /08
NOTES:
1. TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR SCM.
2. SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL.
3. DTCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL.
4. STABILIZE DIVERSION DITCH BERM WITH TEMPORARY SEEDING, MULCH WITH TAC, AND/OR EROSION CONTROL NETTING.
AKE
COUNTY
NORTH CAROIIN'A
EFFECTIVE: 01/31/08
CROSS SECTIONAL VIEW
STANDARD TEMPORARY DIVERSION DITCH
NOTES:
BUT SUFFICIENT TO KEEP 1. PUT SILT FENCE OR TREE PROTECTION FENCE UP TO
SEDIMENT ON SITE ENSURE CONSTRUCTION ENTRANCE IS USED.
2. IF CONSTRUCTION ON THE SITES ARE SUCH THAT THE MUD
IS NOT REMOVED BY THE VEHICLE TRAVELING OVER THE
STONE, THEN THE TIRES OF THE VEHICLES MUST BE WASHED
2"-3" STONE TO BE USED - BEFORE ENTERING THE PUBLIC ROAD.
(SURGE STONE OR RAILROAD
BALLAST) 3. MAINTAIN GRAVEL PAD IN A CONDITION TO PREVENT MUD OR
SEDIMENT FROM LEAVING CONSTRUCTION SITE. ENTRANCE
WILL REQUIRE PERIODIC REMOVAL OF SEDIMENT -LADEN
STONE AND REPLACEMENT WITH FRESH STONE.
PLAN VIEW
`FABRIC UNDER STONE
CROSS SECTION
N&KE
COUNTY
ORTHC.4ROLIN:' STANDARD CONSTRUCTION ENTRANCE
EFFECTIVE: 01/31/081
INLET SHALL BE PROTECTED
(AS NEEDED) FROM
EROSION WITH RIPRAP,
TARP, MATTING OR
EQUIVALENT.
COAUKE
NTY
NORTH CAROLINA
EFFECTIVE: 01 /31 /08
AK
COUNTY
NORTII CAROLIN,
EFFECTIVE: 01/31/08
NEW CONSTRUCTION
YY
BAFFLES (STD)
18' MIN
° TrLE' \/
PLAN VIEW
1IE
SKIMME SPILLWAY
ELEVATION
TOP OF DAM
TARP PROTECTION
•
U
REACHES AN ELEVATION REPRESENTING THAT THE
STEEL POST
10' MI
DITCH AND BURY TARP
EDGE (MIN. 12'
#5 WASHED DEWATER HOLES
WEIR LENGFH
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE
SECTION THRU WEIR
STONE FILTER PERMMENT
RISER WRING
INLET SHALL BE PROTECTED
(AS NEEDED) FROM
EROSION WITH RIPRAP,
TARP, MATTING OR
EQUIVALENT.
COAUKE
NTY
NORTH CAROLINA
EFFECTIVE: 01 /31 /08
AK
COUNTY
NORTII CAROLIN,
EFFECTIVE: 01/31/08
NEW CONSTRUCTION
YY
BAFFLES (STD)
1' MIN FREEBOARD TOP OF BERM
EMERGENCY
° TrLE' \/
PLAN VIEW
1IE
SKIMME SPILLWAY
ELEVATION
NOTES:
1) BASIN SHOULD BE CLEANED OUT WHEN CAPACITY
TMP PROTECTION
•
U
REACHES AN ELEVATION REPRESENTING THAT THE
OUTLET END: CONNECTION
TO OUTLET PIPE OR ROM
DISSIPATER
PAD
RIP RAP
CMP OUTLET PIPE
STANDARD SKIMMER BASIN
BASIN IS HALF -FULL.
2) THE TARP USED TO PROTECT THE WEIR SHALL BE THE
WIDTH SPECIFIED. THE LENGTH OF THE TARP SHALL BE
ACCORDING TO AVAILABLE SUPPLY. IF MULTIPLE TARPS
ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED
AT LEAST 12". THE UPSTREAM 12' TARP SHALL
OVERLAP THE DOWNSTREAM TARP. THE TARP SHALL BE
50 MIL. HEAVY DUTY SILVER TARPAULINS
OR EQUIVALENT FOR U.V. RESISTANCE.
3) PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO
EVENLY DISTRIBUTE FLOW ACROSS THE BASIN,
REDUCING TURBULENCE.
4) BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM
AND SIDES USING STAPLES OR BY TRENCHING AS FOR
A SILT FENCE.
5) MOST OF THE SEDIMENT WILL ACCUMULATE IN THE
FIRST BAY, SO THIS SHOULD BE READILY AVAILABLE
FOR MAINTENANCE.
6) DURING THE CONSTRUCTION PHASE OF THE PROJECT,
PERMANENT STORMWATER RISER SHALL ONLY DEWATER
FROM THE TOP OF PIPE.
7) POND SHALL NOT BE CONVERTED FOR STORMWATER
USE UNTIL APPROVED BY ENVIRONMENTAL ENGINEER.
STANDARD SKIMMER DETAIL
1T
V MIL FREEBOARD TOP OF BERM
EMERGENCY
SPILLWAY
HOLE SPECS:
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS, THE
FIRST SEr OF HOLES WILL BE SET 6 INCHES FROM THE BOTTOM OF THE
RISER. RINGS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
HOLES WILL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY
AROUND THE RISER. THE NUMBER OF HOLES PER RING WILL EQUAL TO THE
DRAINAGE AREA
EXAMPLE
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SEr 6
INCHES FROM THE BOTTOM OF THE RISER.
NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
SIRUCNRE / I \
tY MN
GENERAL NOTES:
1IE
r PVC PIPE
TOP OF DAM
TMP PROTECTION
•
U
NOTE: BLOCK
STEEL POST
REPRESENTING THAT THE BASIN IS HALF -FULL.
DUCH AND TOUR/ TMP
EDGE (MIN. 127
#5 WASHED DEWATER HOLES
0' NN
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE
SECTION THRU WEIR
STONE FILTER PERMMENT
RISER WRING
V MIL FREEBOARD TOP OF BERM
EMERGENCY
SPILLWAY
HOLE SPECS:
DEWATERING HOLES WILL BE INSTALLED IN SETS OF HORIZONTAL RINGS, THE
FIRST SEr OF HOLES WILL BE SET 6 INCHES FROM THE BOTTOM OF THE
RISER. RINGS WILL CONTINUE UP THE RISER IN INTERVALS OF 3 INCHES.
HOLES WILL BE 3/4 INCH IN DIAMETER AND WILL BE SPACED EQUALLY
AROUND THE RISER. THE NUMBER OF HOLES PER RING WILL EQUAL TO THE
DRAINAGE AREA
EXAMPLE
A BASIN DRAINING 2.0 ACRES SHOULD HAVE 2 HOLES PER RING EVERY 3
INCHES ON THE RISER PIPE. THE FIRST RING (2 HOLES) WILL BE SEr 6
INCHES FROM THE BOTTOM OF THE RISER.
NOTE: ROUND DRAINAGE AREA TO THE NEAREST WHOLE NUMBER TO
DETERMINE NUMBER OF HOLES.
SIRUCNRE / I \
I
AKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
MINIMUM 10
LINE WIRES
L
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
77777
FILTER
SECTION'A-A' FABRIC
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
�� 8'-0" MAXIMUM -
ELEVATION
CM Epp OF TRASH K
GENERAL NOTES:
1IE
r PVC PIPE
1)
BASIN SHOULD BE CLEANED OUT WHEN CAPACITY REACHES AN ELEVATION
•
U
NOTE: BLOCK
STEEL POST
REPRESENTING THAT THE BASIN IS HALF -FULL.
NOTE
#5 WASHED DEWATER HOLES
2)
PROVIDE A MINIMUM OF THREE POROUS BAFFLES TO EVENLY DISTRIBUTE
DEWATERIN
STONE FILTER PERMMENT
RISER WRING
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
FLOW ACROSS THE BASIN, REDUCING TURBULENCE
ZONE
TO TOP OF
HOLES CONSTRUCTION
3)
BAFFLE MATERIAL MUST BE SECURED AT THE BOTTOM AND SIDES USING
_
`----
PHASE OF THE
PRO ECT.
4)
STAPLES OR BY TRENCHING AS FOR A SILT FENCE.
MOST OF THE SEDIMENT WILL ACCUMULATE IN THE FIRST BAY, SO THIS
SHOULD BE READILY AVAILABLE FOR MAINTENANCE
Revision:July 7,2015
5)
THE TARP USED TO PROTECT THE WEIR SHALL BE THE WIDTH SPECIFIED.
INLET SHALL BE PROTECTED
ANT14LOATATION
THE LENGTH OF THE TARP SHALL BE ACCORDING TO AVAILABLE SUPPLY. IF
(AS NEEDED) FROM EROSION
DEVICE
MULTIPLE TARPS ARE TO BE USED, THEN TARPS SHALL BE OVERLAPPED
WRH RIPRAP TMP, MATTING
ANTI -SEEP COLLA
?
AT LEAST 12'. THE UPSTREAM 12' TARP SHALL OVERLAP THE
OR EQUIVALENT.
1
DOWNSTREAM TARP. THE TARP SHALL BE 50 MIL HEAVY DUTY SILVER
z
FOR HOLE SPECS ISSIPATER PAD
I
TARPAUUNS OR EQUIVALENT FOR U.V. RESISTANCE
CROSS SECTION CMP OURET PIPE RIP RAP
6)
DURING THE CONSTRUCTION PHASE OF THE PROJECT, PERMANENT
STORMWATER RISER SHALL ONLY DEWATER FROM THE TOP OF PIPE.
I-
SILT FENCE.
7)
POND SHALL NOT BE CONVERTED FOR STORMWATER USE UNTIL APPROVED
_.
ham-
Is
BY ENVIRONMENTAL ENGINEER.
AKE
MM
COUNTY
STANDARD CUSTOM BASIN ATTACHED TO PERMANENT RISER
EFFECTIVE: 01/31/08
I
AKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01/31/08
MINIMUM 10
LINE WIRES
L
NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE
CHANNEL BANKS TO AN ELEVATION OF 6" (INCHES) ABOVE
THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE
BANK, WHICHEVER IS LESS.
4. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
77777
FILTER
SECTION'A-A' FABRIC
STANDARD PIPE OUTLET TO WELL-DEFINED CHANNEL
�� 8'-0" MAXIMUM -
T1_ 6" MINIMUM COVER OVER SKIRT
2'-0"
ANCHOR SKIRT AS DIRECTED
BY ENGINEER 4
�II111- _
AKE SIDE VIEW
COUNTY
ORTH C.IROLINA STANDARD TEMPORARY SILT FENCE
EFFECTIVE: 01/3 1 /08
TOP OF SILT FENCE
MUST BE AT LEAST V
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FABRIC �
HARDWARE CLOTH
FILTER OF /57
WASHED STONE _¢�
BURY WIRE FENCE AND HARDWARE
coUNKE
NORTH CAROL[\;%
EFFECTIVE: 01/3 1 /08
FRONT VIEW
SECTION VIEW
AOFILTERFABRIC
N GROUND
`BURY 6' UPPER EDGE OF
FILTER FABRIC APRON IN TRENCH
STEEL FENCE POST F^
SET MM 7 MART I
MN 16' N70 SOLD
GROUND
T FENCE
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
qOW
\\ RIP RAP HEADWALL \ PIP /
(� #5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
- \ `SEDMEN////IIII �IIIIIIIIII / /
STORAGE
/ O IPERSPECTIVE VIEW
NO SCALE
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
-
IPE
1' INVERT
�NATURAL GROUND
g0ry
1.5' 3
"'Imll FLOW
1.5' -
-III III 1TIT,r I II =III -III
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
AKE NO SCALE
COUNTY
INA STANDARD HORSESHOE INLET PROTECTION
EFFECTIVE: 01/31/08
3 TIMES I.D.
AKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01 /31 /08
L
FLAN VIEW NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
toll -TER F
FABRIC
'1
SECTION A -A
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
UPSTREAM END OF
STORM DRAIN OVERFLOW
e 1/3 PIPE
p D e DIAMETER
D
e
De D
D D 16
;7 e
BURY BOTTOM
OF PLYWOOD I I III -III. ,_ I I I I -III III _III- I I=
I
NOTE: ���� I 3/4" EXTERIOR
ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION
DETAILS. STEEL FENCE POST
(TYPICAL)
UPSTREAM END OF OVERFLOW
STORM DRAIN
II II II
II II II
1/3 PIPE
II II II p D DIAMETER
II II "011 C
o ° D'
roo DID e D
De
WASHED STONE FILTER
ACROSS PIPE INLET p n I°
Lr-
EFFECTIVE:
01/31/08
HARDWARE CLOTH
-1LTER INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
TOP ELEVATION OF STORMWATER
#5 WASHED
--1 STONE -
EXISTING SLOPE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
coUNKE
NORTH CAROLINA
EFFECTIVE: 01/31/08
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS -
TOGETHER = BANK FULL FLOW
AKE
COUNTY
NOR I H CAROLINA
EFFECTIVE: 01/31/08
RAP
STANDARD CHECK DAM
COARSE AGGREGATE
6" DEEP
ELEVATION
COARSE AGGREGATE
0 0 CPO 0 00
0 °
°
O o O 000 O °
00 OOo00 OC
0 00000 0
o° cb o ° 0 O
OO O °
0 (
Oo O 0000
0Q 000
00 0000 0000
0 O O° 0 00
H- 25' -
MINIMUM
TOP OF BANK
MAX.
1 70
m
#1 RIP -RAP -
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISvz GROUND
STEP SEQUENCE
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
PLAN
STANDARD TEMPORARY STREAM CROSSING
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
pp �Q�� 0
j
000
OOp0o 000
00 0
0 0 O 0 0 0 �° 00
1!00
O O O 0 0 ° O
0 0 0 00 0 o° 0
0 000° - 00 00
O O O 00 p O
00 0 0 ° O 0 0
J O O 0 0 0 °0 0%
70
00 0 op 00 O O
7�°OO O D°
OQ O
25'
MINIMUM
'""-TOP OF BANK
``\\\11111111////���I
•• •
• •
W
FRONT VIEW
1IE
'•I
•
U
STEEL POST
NOTE
N 4�
o �
WOVEN WIRE FABRIC
1. USE SILT FENCE ONLY WHEN DRAINAGE AREA
.ZI
SILT FENCE FABRIC
DOES NOT EXCEED 1/4 ACRE AND NEVER IN
O�
AREAS OF CONCENTRATED FLOW.
Revision:July 7,2015
_
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o
2. REMOVE SEDIMENT DEPOSITED AS NEEDED TO
26"
?
FILL SLOPE
cV
PROVIDE STORAGE VOLUME FOR THE NEXT
z
I
RAIN AND TO REMOVE PRESSURE ON THE
s
I-
SILT FENCE.
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_.
ham-
Is
T1_ 6" MINIMUM COVER OVER SKIRT
2'-0"
ANCHOR SKIRT AS DIRECTED
BY ENGINEER 4
�II111- _
AKE SIDE VIEW
COUNTY
ORTH C.IROLINA STANDARD TEMPORARY SILT FENCE
EFFECTIVE: 01/3 1 /08
TOP OF SILT FENCE
MUST BE AT LEAST V
ABOVE THE TOP OF
THE WASHED STONE
STEEL FENCE POST
WIRE FABRIC �
HARDWARE CLOTH
FILTER OF /57
WASHED STONE _¢�
BURY WIRE FENCE AND HARDWARE
coUNKE
NORTH CAROL[\;%
EFFECTIVE: 01/3 1 /08
FRONT VIEW
SECTION VIEW
AOFILTERFABRIC
N GROUND
`BURY 6' UPPER EDGE OF
FILTER FABRIC APRON IN TRENCH
STEEL FENCE POST F^
SET MM 7 MART I
MN 16' N70 SOLD
GROUND
T FENCE
IMUM 12-1/2 GAUGE
RMEDIATE WIRES
GRADE
BURY WIRE FENCE,
FILTER FABRIC,
AND HARDWARE
CLOTH IN TRENCH.
NOTES:
1. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED.
2. REPLACE STONE AS NEEDED TO ENSURE DEWATERING.
STANDARD SILT FENCE OUTLET
CLASS 1 RIP RAP (SEE SECTION THRU BASIN BELOW)
qOW
\\ RIP RAP HEADWALL \ PIP /
(� #5 WASHED STONE. 1'-0" THICK x 3'-0" HIGH MINIMUM
- \ `SEDMEN////IIII �IIIIIIIIII / /
STORAGE
/ O IPERSPECTIVE VIEW
NO SCALE
SEDIMENT STORAGE
AREAS TO BE DISTURBED RIP RAP
(CUT, FILL, ETC.) FLOOD STORAGE ZONE HEADWALL
-
IPE
1' INVERT
�NATURAL GROUND
g0ry
1.5' 3
"'Imll FLOW
1.5' -
-III III 1TIT,r I II =III -III
CLASS 1 RIP -RAP
MAXIMUM SEDIMENT DEPTH #5 WASHED STONE
(CLEAN OUT POINT)
SECTION THRU CATCH BASIN, FILTER AND CULVERT PIPE
AKE NO SCALE
COUNTY
INA STANDARD HORSESHOE INLET PROTECTION
EFFECTIVE: 01/31/08
3 TIMES I.D.
AKE
COUNTY
NORTH CAROLINA
EFFECTIVE: 01 /31 /08
L
FLAN VIEW NOTES:
1. L = THE LENGTH OF THE RIPRAP APRON.
2. d = 1.5 TIMES THE MAXIMUM STONE DIAMETER BUT NOT
LESS THAN 6" (INCHES).
3. A FILTER BLANKET OR FILTER FABRIC SHOULD BE
INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION.
toll -TER F
FABRIC
'1
SECTION A -A
STANDARD PIPE OUTLET TO FLAT AREA
NO WELL-DEFINED CHANNEL
UPSTREAM END OF
STORM DRAIN OVERFLOW
e 1/3 PIPE
p D e DIAMETER
D
e
De D
D D 16
;7 e
BURY BOTTOM
OF PLYWOOD I I III -III. ,_ I I I I -III III _III- I I=
I
NOTE: ���� I 3/4" EXTERIOR
ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD
SHALL BE PROTECTED AT THE END OF
EACH DAY IN ACCORDANCE WITH THESE PLYWOOD INLET PROTECTION
DETAILS. STEEL FENCE POST
(TYPICAL)
UPSTREAM END OF OVERFLOW
STORM DRAIN
II II II
II II II
1/3 PIPE
II II II p D DIAMETER
II II "011 C
o ° D'
roo DID e D
De
WASHED STONE FILTER
ACROSS PIPE INLET p n I°
Lr-
EFFECTIVE:
01/31/08
HARDWARE CLOTH
-1LTER INLET PROTECTION
STANDARD PIPE INLET PROTECTION (PLYWOOD & STONE)
TOP ELEVATION OF STORMWATER
#5 WASHED
--1 STONE -
EXISTING SLOPE
FRONT VIEW
NOTE: REMOVE SEDIMENT ACCUMULATION FROM BEHIND
CHECK DAMS TO PREVENT DAMAGE TO CHANNEL VEGETATION.
FLOW SHOULD BE MAINTAINED THROUGH THE DAM.
coUNKE
NORTH CAROLINA
EFFECTIVE: 01/31/08
1/2 DIAMETER OF PIPE
OR 12" WHICHEVER IS
GREATER
FILTER FABRIC
CAPACITY OF PIPE CULVERTS -
TOGETHER = BANK FULL FLOW
AKE
COUNTY
NOR I H CAROLINA
EFFECTIVE: 01/31/08
RAP
STANDARD CHECK DAM
COARSE AGGREGATE
6" DEEP
ELEVATION
COARSE AGGREGATE
0 0 CPO 0 00
0 °
°
O o O 000 O °
00 OOo00 OC
0 00000 0
o° cb o ° 0 O
OO O °
0 (
Oo O 0000
0Q 000
00 0000 0000
0 O O° 0 00
H- 25' -
MINIMUM
TOP OF BANK
MAX.
1 70
m
#1 RIP -RAP -
SIDE VIEW
CONSTRUCTION NOTES:
HEIGHT & WIDTH DETERMINED BY
EXISTING TOPOGRAPHY AND
SEDIMENT STORAGE REQUIRED.
KEY RIP RAP INTO THE DAM
FOR STABILIZATION.
EXISvz GROUND
STEP SEQUENCE
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
PLAN
STANDARD TEMPORARY STREAM CROSSING
EARTH FILL COVERED BY
LARGE ANGULAR ROCK
pp �Q�� 0
j
000
OOp0o 000
00 0
0 0 O 0 0 0 �° 00
1!00
O O O 0 0 ° O
0 0 0 00 0 o° 0
0 000° - 00 00
O O O 00 p O
00 0 0 ° O 0 0
J O O 0 0 0 °0 0%
70
00 0 op 00 O O
7�°OO O D°
OQ O
25'
MINIMUM
'""-TOP OF BANK
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• •
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LARGE DIAMETER WATERSTOP (FERNCO OR
APPROVED SUBSTITUTE) AROUND PIPE
CENTRALLY LOCATED IN SEEPAGE COLLAR
MIN. 12" THICK CAST -IN-PLACE CONCRETE
(3,000 PSI COMPRESSIVE STRENGTH ® 28
DAYS)
ANTI -SEEP COLLAR
COMPACT WASTE MATERIAL,
I—III f SEED & MULCH AFTER
CONSTRUCTION OF DITCH
'El I M \
—III—I I f_T 2' FILL
—I I I—II •,.;...;
I I MII=I I M I I—I I I—III—III—III—
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GRASS SWALE
INLET PIPE FROM
FLOW SPLITTER
LEVEL LIP
36" D
.EO TEXTILE
ABRIC (SC250)
y/3j" STONE
I GGREGATE,
:UT INTO
SLOPE W/ D50
)F
Iq=Lv/:� III K �:i=F_16143�W_1►16»L1II
3j" STONE AGGREGATE,
CUT INTO SLOPE W/
D50 OF +/— J"
EXISTING GRADE
LEVEL LIP
_j
ELEV = SEE
CHART
q�
15
50' VEGETATED FILTER STRIP ® 5%
2" PVC UNDERDRAIN
(PIPE TIL DAYLIGHTS)
LIP
a
d a v
a v n a e d
v e A
° d ° d a v ° v 21 ..
v a
v d a e
d a
1
I II — — — -..
-
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._ - ,— ,— — _—, —. �— — —. 1
'61.'r lam„ /
IDISSIPATOR
PROPOSED GRASS
LINED SWALE
GEO TEXTILE
FABRIC (SC250)
36"
Sy
�CFT�010
qTF 1p°
ti
T`30�
LEVEL SPREADER SECTIONAL DETAIL
A A
°
�— as A 24"
a
a
ad ° a A.
a
e d
n a d
a e e d
24"
BASIN SECTION VIEW
PROPERTY LINE
OF DAM: 334.50
VEIR ELEV. 334.40
2-8" PVC
LENGTH; 18' EACH
INV IN. 333.25
INV OUT. 324.25
SLOPE 0.5%
BAMN PLAN VIEW BERM/DAM
PLUNGE POOL
NORTH
NOT TO SCALE
TOP OF
DAM
NOTE:
• THE 1" ORIFICE MUST
HAVE A ANTI—CLOGGING
DEVICE, USE EITHER A
TRASH RACK OR A WIRE
MESH W/STONE
• OUTLET PIPE WILL HAVE
A 6' LONG CLASS A
STONE DISSIPATOR
,```�-i
•. '••day
LEVEL SPREADER PROFILE DETAIL `USE
CLASS "A"
/'''////1111111,1,•,,`,
U
STONE FOR TRASH RACK
U
CONCRETE LIP FOR
LEVEL SPREADER
O 00
ct
LEVEL SPREADER
SCM #
LENGTH
NOTE:
LS -1
30
TYPICAL
LEVEL SPREADERS SHALL
BE CONTAINED WITHIN
LS -2
30
NOT TO SCALE
A 20' MAINTENANCE AND
DRAINAGE EASEMENT
LS -3
22
AND SHALL CONFORM TO
TOPOGRAPHY TO MEET
LS -4
29
THE INTENT OF DIFFUSE
FLOW."
LS -5
60
BASIN SECTION VIEW
PROPERTY LINE
OF DAM: 334.50
VEIR ELEV. 334.40
2-8" PVC
LENGTH; 18' EACH
INV IN. 333.25
INV OUT. 324.25
SLOPE 0.5%
BAMN PLAN VIEW BERM/DAM
PLUNGE POOL
NORTH
NOT TO SCALE
TOP OF
DAM
NOTE:
• THE 1" ORIFICE MUST
HAVE A ANTI—CLOGGING
DEVICE, USE EITHER A
TRASH RACK OR A WIRE
MESH W/STONE
• OUTLET PIPE WILL HAVE
A 6' LONG CLASS A
STONE DISSIPATOR
,```�-i
•. '••day
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*SCM 2 WILL HAVE A 45' LONG WEIR WEIR CROSS- SECTION
10'*
LINE WEIR WITH NORTH
AMERICAN GREEN P550 LINER
TRASH RACK SECTION
TRASH RACK DETAIL
"' DIAMETER RISER
RISER DETAIL
SCM 1 AND 6 ORIFICE 0.75"
SCM 2 ORIFICE 2"
WEIR
TRASH RACK
36" TRASH RACK
'TICLE
dETAL
'PORT
F- 24" �I I i
I-
ANTI -SEEP COLLAR
'RASH RACK
1' ORIFICE*
6" PVC FOR SCM 1, 2 & 3 12" CMP FOR SCM 4 & 5
_ .II II ISI IIIIi,
5'
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SCM 2 - DRY POND
PLAN - NTS
r
y
SCM > - DRY POND
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SCM 3 - DRY POND
PLAN - NTS
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'`w-__., -ee`
1 , LEVER 1 , 36'RISER
IS�j'R�lDE 1
/
i i 1 r\ rrr '
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LEVEL ,�PRL►4DER .
-
`w-- `e ``ww --rw
•
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!
�v� a1 1 .."
,
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`rrr
1 1 /' 1 I' PIPE
--'' I ,, , or
los"EMEN����r-' r' I 4f , j 40
- _rw -r---w rrw ♦, ww
1 1 ,' 1 1 1 I I , ,
PROFILE - NTS
`ww `ww ♦ ♦
`err '`r_r ,`, -` -
♦
`.
1 1 1 ! 1 r 1 I 1
i i i 1 1 1 �,
_ .
� `♦ ♦ ` e ♦ w
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w
♦ e
�r-
I 1 I ,
1 1 1 1 ! - rr-
TOP ELEV = 317.00
` , ,w
www
1 1 1 I 1
WEIR ELEV = 317.00
e
_ ``.. `rww `w `rw `
-rwr_w
`, `�
1 1
, / 1 ► , , 1 1 1 i i
`rw `♦
', `ew` ``� e,e
`,,
TOP OF RISER ELEV = 316.50_
• _ - - _ ` _ - ` �, _ ♦ `
PROFILE - NTS TOP ELEV = 294.50
PROFILE - NTS
WEIR ELEV = 294.00
5 YR= 316.73-\ 24
TOP ELEV = 300.50
TOP OF RISER ELEV = 294.00
7 10 __ r
rr
WEIR ELEV = 300.25
I I �I
I >
TOP OF RISER ELEV = 300.50 24"
24"
=316.20
III
10 YR= 300.4950
293.99
25% SEDIMENT LEVEL = 314.00
24" CMP RISER
_6
M' �
>
_
25 YR= 293.88
_ *
u,
-
_ 299.98
25% SEDIMENT LEVEL = 298.00
-
r TTI
�111��,111TT
2 YR-
YR= 293.25-_
25% SEDIMENT LEVEL = 292.00
2" PVC OUTLET PIP
1 -III -I I - - - - - -�-�-� I TO L�
BOTTOM OF POND = 313.25 ; ; ; ,-, ; ,--
SPREADER
24" CMP RISER
5'
24" CMP RISER 5'
ANTI -SEEP
0.75"ORIFICE COLLAR
I
= 2" PVC OUTLET PIP
-
-
2" PVC OUTLET PIP
I -III -I I I- I I II I
I TO L
*NOTE.' W/TRASH RACK
I -III -I I- - - - - -� I I-� I-�
TO LEVEL
*ALL WATER LEVELS FOR EACH
- l I - - -
BOTTOM OF POND = 297.74 _, ; ,-, ; ,- ; ,--
SPREADER
BOTTOM OF POND = 291.50 _, ; ,-, ; ,-, ; ,- ; ,--
SPREADER
RAIN EVENT IS BASED ON THE
*NOTE: ANTI -SEEP
ANTI -SEEP
DRY DETENTION POND WITH 25%
SEDIMENT
• ALL WATER LEVELS FOR EACH RAIN 2" ORIFICE COLLAR
1" ORIFICE COLLAR
(SECTION A -A)
• THIS SCM WILL HAVE A TRIANGULAR
EVENT IS BASED ON THE DRY /W TRASH RACK
W/TRASH RACK
SHAPE, IF A RECTANGULAR SHAPE IS
DETENTION POND WITH 25%
SEDIMENT.
*NOTE: ALL WATER LEVELS FOR EACH
DECIDED IN THE FIELD THEN THE
DIMENSIONS WILL BE 30' W X 35' L
(SECTION B -B)
• THE DIMENSION IS TO BE 50'W X
RAIN EVENT IS BASED ON THE DRY (SECTION C -C)
100'L OR EQUIVALENT IN SQ FT
DETENTION POND WITH 25% SEDIMENT
SCM PLAN DRS POND
SCM 6- DRY POND
SCM 4 - DRY POND
PLAN - NTS
PLAN - NTS
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TOP ELEV = 346.50
PROFILE - NTS
PROFILE - NTS
WEIR ELEV = 346.10
TOP ELEV = 310.00
TOP ELEV = 339
TOP OF RISER ELEV = 346.50 24"
WEIR ELEV = 309.20
1 - 6
TOP OF RISER ELEV = 309.00
TOP OF RISER ELEV = 338.50
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10 YR= 338.95
>7
V I YR= 345.92
-1 I I
= 309.207171 YR= 309.09- -1
25% SEDIMENT LEVEL = 344.00
25% SEDIMENT LEVEL = 308.00
25% SEDIMENT LEVEL = 336
24" CMP RISER 5
I 24" CMP RISER
5' --
I 24" CMP RISER 5'
-
-
- 6" PVC OUTLET PIPE
12" PVC OUTLET PIP
12" PVC OUTLET PIP
I I-� III -III -III -III -III- I -III -III- �
1 -III -I I - - - - TO LEVEL
I -III- III -III -III -III -III- I -III -III-
I -III -I I - - - - - -III-I I-�
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TO LEVEL
III-� I -III -III -III -III- I -III -I I i-
I -III -I I -III-III-I I
I_,
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TO LEVEL
BOTTOM OF POND = 341.90 E ,, ; ,- SPREADER
BOTTOM OF POND = 306.80 _, ; ,-, ; ,-, ; ,-, ; ,--
SPREADER
BOTTOM OF POND = 333.5 -, -, -I i I-
SPREADER
1" ORIFICE ANTI- SEEP
ANTI -SEEP
ANTI -SEEP
W/TRASH COLLAR
COLLAR
COLLAR
RACK
1" ORIFICE
0.75" ORIFICE
W/TRASH RACK
W/TRASH RACK
(SECTION E -E)
(SECTION E- E)
*NOTE: ALL WATER LEVELS FOR EACH (SECTION D -D)
*NOTE: ALL WATER LEVELS FOR EACH
*NOTE: ALL WATER LEVELS FOR EACH
RAIN EVENT IS BASED ON THE DRY
RAIN EVENT IS BASED ON THE DRY
RAIN EVENT IS BASED ON THE DRY
DETENTION POND WITH 25% SEDIMENT
DETENTION POND WITH 25% SEDIMENT
DETENTION POND WITH 25% SEDIMENT
*SCM 2 WILL HAVE A 45' LONG WEIR WEIR CROSS- SECTION
10'*
LINE WEIR WITH NORTH
AMERICAN GREEN P550 LINER
TRASH RACK SECTION
TRASH RACK DETAIL
"' DIAMETER RISER
RISER DETAIL
SCM 1 AND 6 ORIFICE 0.75"
SCM 2 ORIFICE 2"
WEIR
TRASH RACK
36" TRASH RACK
'TICLE
dETAL
'PORT
F- 24" �I I i
I-
ANTI -SEEP COLLAR
'RASH RACK
1' ORIFICE*
6" PVC FOR SCM 1, 2 & 3 12" CMP FOR SCM 4 & 5
_ .II II ISI IIIIi,
5'
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