Pre Application Form - 5/24/2022 2:15 PM

1
PRELIMINARY
NOT FOR
CONSTRUCTION
Know what's below.
before you dig.Call
R PJD DELINEATION SKETCH
35.0'
PROJECT MAPNOTES
VICINITY MAP
N.T.S.
GENERAL NOTES:
INSPECTION SCHEDULE:
1.NO CONSTRUCTION SHALL COMMENCE PRIOR TO A PRECONSTRUCTION MEETING WITH THE OWNER,
THE CONTRACTOR, THE ENGINEER, AND A REPRESENTATIVE OF THE APPROVING JURISDICTION.
2.ALL SHOP DRAWINGS SHALL BE SUBMITTED AT OR PRIOR TO THE PRECONSTRUCTION MEETING.
3.ENGINEER TO BE CALLED FOR PERIODIC INSPECTIONS.
4.CALL ENGINEERING PRIOR TO COVERING UNDERGROUND STRUCTURES FOR FINAL INSPECTIONS.
5.REFER TO MANUFACTURER'S SPECIFICATION MANUAL AND STATE AND LOCAL STANDARDS FOR
ADDITIONAL REQUIREMENTS AND STANDARDS.
SITE NOTES:DEVELOPER:CONTACT INFO:
BROOKS ENGINEERING ASSOCIATES, PA
ENGINEER:CONTACT INFO:
SURVEYOR:CONTACT INFO:
OWNER:CONTACT INFO:
1.PROJECT ADDRESS:
2.TOTAL ACREAGE:
3.ZONING:
4.PROJECT PIN NUMBER(S):
5.EXISTING TOPO INFO SHOWN WAS PROVIDED BY:
6.EXISTING BOUNDARY INFO PROVIDED BY:
7.FEMA FLOOD PANEL:
8.RECEIVING STREAM:
9.SOIL TYPE(S):
10.DEED BOOK / PAGE:
11.LATITUDE / LONGITUDE:
12.DISTURBED ACREAGE:
13.EROSION CONTROL REVIEW:
14.STORMWATER MANAGEMENT REVIEW:
N.T.S.
1.CONTRACTOR SHALL PROTECT ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S
FACILITIES AND SHALL BE RESPONSIBLE FOR THE REPAIR OF ALL DAMAGES WHICH OCCUR DURING
CONSTRUCTION.
2.LOCATION OF ALL EXISTING UTILITIES, AS SHOWN HEREON, ARE APPROXIMATE ONLY. NO GUARANTEE IS
MADE OR IMPLIED BY THE LOCATION REFLECTED IN THE PLANS. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO VERIFY THE TYPE, SIZE AND LOCATION OF ALL UTILITIES AND OTHER FEATURES
WHICH MAY AFFECT CONSTRUCTION OR THE INTENDED FUNCTION OF THE DESIGN. CONTRACTOR SHALL
NOTIFY DESIGNER PRIOR TO CONSTRUCTION IF EXISTING CONDITIONS DIFFER FROM THAT INDICATED
IN THE PLANS.
3.NO STREAM OR WETLAND DISTURBANCE SHALL OCCUR WITHOUT A ARMY CORPS OF ENGINEERS PERMIT.
4.THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION
CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES.
5.ANY EXCESS CUT MATERIAL DEVELOPED IN THE CONSTRUCTION OF THIS SITE SHALL BE DISPOSED OF IN
AN APPROPRIATELY PERMITTED SPOIL SITE. CONTRACTOR TO PROVIDE PROOF OF PERMITS PRIOR TO
CONSTRUCTION.
6.ANY ALTERATION TO THE PLANS MUST BE APPROVED BY THE PROJECT ENGINEER, OR APPROPRIATE
AGENCY PRIOR TO THE COMMENCEMENT OF WORK.
7.THE CONTRACTOR SHALL OBTAIN, AND PAY FOR, PRIOR TO BEGINNING ANY WORK, ALL PERMITS AND
LICENSES NECESSARY TO ACCOMPLISH THE WORK.
8.CONTRACTOR(S) SHALL BE RESPONSIBLE FOR ADEQUATE SUPERVISION TO PREVENT DAMAGE AND
MOVEMENT FROM EQUIPMENT WORKING AROUND CONSTRUCTION STAKES. THESE CONSTRUCTION
STAKES SHALL REMAIN IN PLACE AND BE PROTECTED UNTIL OWNER APPROVES THEIR REMOVAL. ANY
STAKES THAT HAVE BEEN DISPLACED AS A RESULT OF CONSTRUCTION ACTIVITY ARE TO BE REPLACED
BY A LICENSED LAND SURVEYOR ENGAGED BY THE CONTRACTOR AT NO COST TO THE OWNER.
9.THE ENGINEER WILL NOT BE CONTINUOUSLY PRESENT IN THE FIELD, IT IS SPECIFICALLY UNDERSTOOD
THAT HE DOES NOT UNDERTAKE NOR ASSUME ANY OBLIGATION FOR SUPERVISION OF CONSTRUCTION,
SAFETY MEASURES TAKEN DURING THE COURSE OF CONSTRUCTION, RESPONSIBILITY FOR SCHEDULING
THE WORK FOR INSURING COMPLETE COMPLIANCE WITH THE CONTRACT DOCUMENTS AND/OR ALL CODE
REQUIREMENTS, RULES AND REGULATION OF ANY PUBLIC OR PRIVATE AUTHORITY HAVING
JURISDICTION OVER THE WHOLE OR ANY PART OF THE WORK. IN ADDITION, THE ENGINEER NEITHER
UNDERTAKES, ASSUMES, NOR GUARANTEES THE WORK AND/OR PERFORMANCE OF THE CONTRACTOR.
15 ARLINGTON STREET
ASHEVILLE, NC 28801
828-232-4700
CONTACTS
SHEET INDEX
NO.:TITLE:NO.:
MORLIN ACRES DR
WYATT EDSEL PE
[e-mail]
KENT COLECOLE RIDDLE LLC
828 777 6497
[e-mail]
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
[e-mail]
828 777 6497
BROOKS ENGINEERING ASSOCIATES, PA TROY SHRIVER
[e-mail]
15 ARLINGTON STTEET
9725009308
585 MORLIN ACRES DR, MARSHALL NC 28753
44.49 AC
35.756810, -82.637814
737/557
NCDEQ
NCDEQ
5.0 AC
PANHANDLE BR / FRENCH BROAD RIVER
9724 / 9725
CtC2,EvD2, FrA, TaB, WaD2
MARS HILL, NC 28754
TROY SHRIVER
TROY SHRIVER
MAJOR SUBDIVISION
C-0
NO.:TITLE:
COVER SHEET
NO.:TITLE:
COLE RIDDLE LLC
310 MURPHY EDWARDS HOLLAR RD
MARS HILL NC 28754
MADISON COUNTY
R-A / RESIDENTIAL-AGRICULTURAL
BEFORE YOU DIG !
IT'S THE LAW !
N.C. ONE-CALL CENTER
CALL 811
ASHEVILLE, NC 28801 PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-0COVER SHEETC-1.0 MASTER PLAN
C-1.1 OVERALL PRELIMINARY PLAT
C-1.(2-5)PRELIMINARY PLAT PLANS 1-4
C-2.0 EXISTING CONDITIONS PLAN
C-3.0 CLEARING & GRUBBING PLAN
C-3.1 MASS GRADING PLAN
C-3.2 OVERALL FINAL STABILIZATION PLAN
C-3.(3-6)FINAL STABILIZATION PLANS 1-4
C-3.(7-8)EROSION CONTROL DETAILS 1-2
C-3.(9-10)NCG01 DETAILS 1-2
C-4.0 OVERALL SITE PLAN
C-4.(1-4)SITE PLANS 1-4
C-4.6 SITE DETAILS
C-5.0 OVERALL GRADING & STORMWATER PLAN
C-5.(1-4)GRADING & STORMWATER PLANS 1-4
C-5.(7-8)STORMWATER DETAILS 1-2
C-5.(5-6)ROAD PROFILES 1-2
PROJECT LOCATION
FRENCH BROAD RIVER
IVY HILL ROAD
JUPITER ROAD
US-25 / US-70
S-0 BEA SURVEY
* SURVEYED 11 MARCH 2022
*
(NOT IN WS WATERSHED)
OLD MARSHALL HWY
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
MASTER PLAN LEGEND
35.0'PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-1.0MASTER PLANSCALE: 1"=
0 100 200 300
100
DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
PROPOSED CENTER LINE (TYP)
PROPOSED 45 FT RIGHT OF WAY (TYP)
PROPOSED LOT LINE (TYP) (SEE DETAIL SHEET C-4.5)
EXISTING 10 FT CONTOURS (TYP)
PROPOSED 4.55 AC COMMON OPEN SPACE (TYP)
EXISTING RIGHT OF WAY (TYP)
EXISTING FENCE (TYP)
EXISTING WETLAND (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SHARED DRIVEWAY
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
EXIST. CONDITIONS LEGEND
L1N 40°24'22" E246.95'N 40°17'19" E460.00'N 40°24'25" E339.71'N 40°16'50" E256.25'S
4
6
°
3
1
'
1
8
"

E
1
0
0
4
.
4
6
'
S
4
6
°
1
2
'
4
4
"

E
5
6
9
.
1
2
'
S 57
°
4
5'
1
3"
W
194.
2
0'
S 55°
3
3'
0
4"
W
422.
1
9'
S 56°
2
6'
4
4"
W
437.
1
5'
S 57
°
5
0'
3
0"
W
293.
4
0'S 10°33'39" W110.07'L2L3L4
L5
L6
L7
L8
L9
L1
0
L11
L12
L
1
3
L14
L
1
5
L16
L1
7
L
1
8
L19
L
2
0
L
2
1
L
2
2
L
2
3L24L2
5L26L27L28L29L30L31L
3
2L33L
3
4
L35
L36
L37
L38
L39
L40 L41
N

4
5
°
4
0
'
1
1
"
W
1
6
5
.
0
5
'L1N 40°24'22" E246.95'N 40°17'19" E460.00'N 40°24'25" E339.71'N 40°16'50" E256.25'S
4
6
°
3
1
'
1
8
"

E
1
0
0
4
.
4
6
'
S
4
6
°
1
2
'
4
4
"

E
5
6
9
.
1
2
'
S 57
°
4
5'
1
3"
W
194.
2
0'
S 55°
3
3'
0
4"
W
422.
1
9'
S 56°
2
6'
4
4"
W
437.
1
5'
S 57
°
5
0'
3
0"
W
293.
4
0'S 10°33'39" W110.07'L2L3L4
L5
L6
L7
L8
L9
L1
0
L11
L12
L
1
3
L14
L
1
5
L16
L1
7
L
1
8
L19
L
2
0
L
2
1
L
2
2
L
2
3L24L2
5L26L27L28L29L30L31L
3
2L33L
3
4
L35
L36
L37
L38
L39
L40 L41
N

4
5
°
4
0
'
1
1
"
W
1
6
5
.
0
5
'
35.0'PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-2.0EXISTING CONDITIONS PLANSCALE: 1"=
0 100 200 300
100
DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING 2FT CONTOURS (TYP)EXISTING STREAM (TYP)
EXISTING FENCE (TYP)
EXISTING WETLAND (TYP)
EXISTING RIGHT OF WAY (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
MASS GRADING LEGEND
SB SB
Ø
SD->
35.0'PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-3.1MASS GRADING PLANSCALE: 1"=
0 100 200 300
100
DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SILT FENCE (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED SILT FENCE OUTLET (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED LIMITS OF DISTURBANCE (TYP)
PROPOSED CONSTRUCTION ENTRANCE (TYP) (SEE DETAIL SHEET C-3.7)
EXISTING RIGHT OF WAY (TYP)
EXISTING WETLAND (TYP)
EXISTING FENCE (TYP)
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
FINAL STABILIZATION LEGEND
J
SW->
SW->SW->
SW
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->
S
W
-
>
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
SW->
SW->
P1
P2
P7
P8
P9
S1
S2
S3
S8
S9
S10
SW->SW->
SW->
SW->
SW->
SW-
>
S
W
-
>SW->SW->SW->P-DW
S11
S12
S13
S14
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-3.3FINAL STABILIZATION PLAN 1DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SILT FENCE (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED SILT FENCE OUTLET (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED LIMITS OF DISTURBANCE (TYP)
PROPOSED CONSTRUCTION ENTRANCE (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED 2FT CONTOURS (TYP)
PROPOSED SLOPE MATTING (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED INLET PROTECTION (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED OUTLET PROTECTION (TYP) (SEE DETAIL SHEET C-3.8)
PROPOSED 18FT PAVED ROAD (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED CHECK DAMS (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED 45FT RIGHT OF WAY (TYP)
PROPOSED STORMWATER PIPE (TYP) (SEE DETAIL SHEET C-5.7)
PROPOSED LOT LINE (TYP) (SEE DETAIL SHEET C-4.5)
SCALE: 1"=
0 50 100 150
50
MATCHLINE SHEET C-3.4
MATCHLINE SHEET C-3.6
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
FINAL STABILIZATION LEGEND
J
SW->
SW->SW->
SW
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
S
W
-
>
SW->
SW->
SW
-
>
S
W
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->P3 P4
P5
P6
P7
P8
P9
S4S5
S6
S7
S8
S9
S10
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
SW->
SW->
SW->
SW-
>
S
W
-
>SW->SW->SW->S11
S12
S13 PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-3.4FINAL STABILIZATION PLAN 2DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SILT FENCE (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED SILT FENCE OUTLET (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED LIMITS OF DISTURBANCE (TYP)
PROPOSED 2FT CONTOURS (TYP)
PROPOSED SLOPE MATTING (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED INLET PROTECTION (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED OUTLET PROTECTION (TYP) (SEE DETAIL SHEET C-3.8)
PROPOSED 18FT PAVED ROAD (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED CHECK DAMS (TYP) (SEE DETAIL SHEET C-3.7)
PROPOSED 45FT RIGHT OF WAY (TYP)
PROPOSED STORMWATER PIPE (TYP) (SEE DETAIL SHEET C-5.7)
PROPOSED LOT LINE (TYP) (SEE DETAIL SHEET C-4.5)
SCALE: 1"=
0 50 100 150
50
MATCHLINE SHEET C-3.3 MATCHLINE SHEET C-3.5
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
GRADING AND STORMWATER LEGEND
J
S
+17.0
SW->
SW->SW->
SW
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->
S
W
-
>
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
SW->
SW->
P1
P2
P7
P8
P9
S1
S2
S3
S8
S9
S10
SW->SW->
SW->
SW->
SW->
SW-
>
S
W
-
>SW->SW->SW->P-DW
S11
S12
S13
S14
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-5.1GRADING & STORMWATER PLAN 1DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SWALE (TYP) (SEE DETAIL SHEETS C-5.7 & C-5.8)
PROPOSED OUTLET PROTECTION (TYP) (SEE DETAIL SHEET C-5.7)
EXISTING 2FT CONTOURS (TYP)
PROPOSED STORMWATER PIPE (TYP) (SEE DETAIL SHEET C-5.7) (SEE PIPE CHART BELOW)
PROPOSED 18FT PAVED ROAD (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED LOT LINE (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED 45FT RIGHT OF WAY (TYP)
PROPOSED 2FT CONTOURS (TYP)
SCALE: 1"=
0 50 100 150
50
MATCHLINE SHEET C-5.2
MATCHLINE SHEET C-5.4
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
PROPOSED STREAM CROSSING (SEE DETAIL SHEET C-5.7)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
GRADING AND STORMWATER LEGEND
J
S
+17.0
SW->
SW->SW->
SW
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
S
W
-
>
SW->
SW->
SW
-
>
S
W
-
>SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->P3 P4
P5
P6
P7
P8
P9
S4S5
S6
S7
S8
S9
S10
SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->SW->
SW->
SW->
SW->
SW-
>
S
W
-
>SW->SW->SW->S11
S12
S13 PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL BASE 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-5.2GRADING & STORMWATER PLAN 2DEVELOPMENT DATA
6102 FT
44.49 AC
EMAIL:
PHONE:
DEVELOPER:
310 MURPHY EDWARDS HOLLAR RD
KENT COLE
ASHEVILLE, NC 28801
828 777 6497
CONTACT:
PROPERTY SIZE:
[e-mail]
828 232 4700
PHONE:
ADDRESS:
NCDEQ
310 MURPHY EDWARDS HOLLAR RD
CONTACT:
[e-mail]
ZONING REVIEW:
EMAIL:
PHONE:
NCDEQ
CONTACT:
585 MORLIN ACRES DR
PROPERTY OWNER:
15 ARLINGTON ST
PROPOSED LINEAR FEET OF ROAD:
EROSION CONTROL REVIEW:
PROPOSED DENSITY:
MARS HILL NC 28754
EMAIL:
34 UNITS / 44.49 AC
COLE RIDDLE LLC
MARS HILL, NC 28754
ZONING CLASSIFICATION:
BROOKS ENGINEERING
ADDRESS:
[e-mail]
WYATT EDSEL PE
9725009308
STORMWATER REVIEW:
828 777 6497
ENGINEER:
KENT COLE
PIN NUMBER:
ADDRESS:
PROPERTY ADDRESS:
COLE RIDDLE LLC
R-A / RESIDENTIAL-AGRICULTURAL
MADISON COUNTY
MARSHALL NC 28753
EXISTING PROJECT BOUNDARY (TYP)
EXISTING ADJACENT BOUNDARY (TYP)
EXISTING STREAM (TYP)
EXISTING 30FT STREAM BUFFER (TYP)
PROPOSED SWALE (TYP) (SEE DETAIL SHEETS C-5.7 & C-5.8)
PROPOSED OUTLET PROTECTION (TYP) (SEE DETAIL SHEET C-5.7)
EXISTING 2FT CONTOURS (TYP)
PROPOSED STORMWATER PIPE (TYP) (SEE DETAIL SHEET C-5.7) (SEE PIPE CHART BELOW)
PROPOSED 18FT PAVED ROAD (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED LOT LINE (TYP) (SEE DETAIL SHEET C-4.5)
PROPOSED 45FT RIGHT OF WAY (TYP)
PROPOSED 2FT CONTOURS (TYP)
SCALE: 1"=
0 50 100 150
50
MATCHLINE SHEET C-5.1
MATCHLINE SHEET C-5.3
APPROXIMATE LOCATION OF EXISTING WOODED AREAS (TYP)
PROPOSED STREAM CROSSING (SEE DETAIL SHEET C-5.7)
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921
PRELIMINARY - NOT FORCONSTRUCTIONWBEWBEWBEWBEAS NOTED2022-03-22NORTH CAROLINAFax: 1-828-232-1331Phone: [phone] Arlington StreetAsheville, N.C. 28801Drawing Title:REVISIONS/SUBMISSIONSNo.www.brooksea.comDesigned:Checked:Drawn:Scale:Reviewed:Date:DateProject No:Revision/Submission number with a triangle indicates changes made on this sheetMADISON COUNTY PLANNING12022-03-22File Location: L:\2021 Projects\557221 Cole Riddle_Morlin Acres Dr. Subdivision\Dwg\CIVIL DETAILS 557221.dwgMORLIN ACRES DR557221MAJOR SUBDIVISIONCAROLINA
T
NORTH
NE
BEC
RSKORO NI
3 1 2#C -GOEIGN RE
ASSC5.MADISON COUNTYC-5.7STORMWATER DETAILS 1SCALE=
PERMANENT SWALE3 NTS
SCALE=
OUTLET PROTECTION1 NTS
VARIES
SEE SWALE
CHART
ON C-5.8* 1'1 1
MIN. TRENCH WIDTH
(SEE TABLE)
4" FOR 12"-24" PIPE
6" FOR 30"-60" PIPE
6"
MIN. COVER TO
RIGID PAVEMENT, H
MIN. COVER TO
FLEXIBLE PAVEMENT, H
SPRINGLINE
FINAL
BACKFILL
60"
30"
54"
48"
42"
36"
18"
24"
15"
12"
96"
56"
88"
80"
72"
64"
39"
48"
34"
30"
PIPE DIAM.MIN. TRENCH WIDTH
8"
10"
6"
4"
26"
28"
23"
21"
RECOMMENDED MINIMUM TRENCH WIDTHS
INITIAL
BACKFILL
HAUNCH
BEDDING
SUITABLE
FOUNDATION
© 2007 ADS, INC
HEAVY CONSTRUCTION
(75T AXLE LOAD) *
48"
60"
12"
24"54" - 60"
12" - 48"
PIPE DIAM.
SURFACE LIVE LOADING CONDITION
MINIMUM RECOMMENDED COVER BASED ON
VEHICLE LOADING CONDITIONS
H-25
* VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVER
NOTES:
1. STORM DRAIN SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD
PRACTICE FOR UNDERGROUND INSTALLATION OF THERMOPLASTIC PIPE FOR SEWERS AND OTHER
GRAVITY FLOW APPLICATIONS", LATEST ADDITION
2. MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL,
WHEN REQUIRED.
3. FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A
DEPTH REQUIRED BY THE ENGINEER AND REPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE
ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER, THE TRENCH
BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.
4. BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II OR III. THE CONTRACTOR SHALL PROVIDE
DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. UNLESS OTHERWISE NOTED BY THE
ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm-600mm); 6" (150mm)
FOR 30"-60" (750mm-900mm).
5. INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II OR III IN THE PIPE ZONE EXTENDING NOT
LESS THAN 6" ABOVE CROWN OF PIPE. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR
MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED IN ASTM D2321,
LATEST EDITION.
6. MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS)
IS 12" FROM THE TOP OF PIPE TO GROUND SURFACE. ADDITIONAL COVER MAY BE REQUIRED TO
PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48" DIAMETER PIPE
AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE
PAVEMENT OR TO TOP OF RIGID PAVEMENT.
COOPER
E-80**
24"
36"30"-36"
UP TO 24"
PIPE DIAM.
MINIMUM RECOMMENDED COVER BASED
ON RAILWAY LOADING CONDITIONS
** COVER IS MEASURED FROM TOP OF PIPE TO BOTTOM
OF RAILWAY TIE.
*** E-80 COVER REQUIREMENTS, ARE ONLY APPLICABLE
TO ASTM F 2306 PIPE.
48"42"-60"
CKS
10/18/06
1 OF 1
2 ADDED E-80 INFORMATION TJR 08/20/07
CHK'DMM/DD/YYREV.DESCRIPTION BY
4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
NOTE: ALL DIMENSIONS
ARE ± 1/2 FOOT.
DRAWING NUMBER:
NTS
SCALE=
PIPE BEDDING2 NTS
Maintain the gravel pad in a condition to prevent mud or
sediment from leaving the construction site. This may require
periodic topdressing with 2- inch stone. After each rainfall,
inspect any structure used to trap sediment and clean it out as
necessary. Immediately remove all objectionable materials
spilled, washed, or tracked onto public roadways.
Maintenance
1.Ensure that the subgrade for the filter and riprap follows the required
lines and grades shown in the plan. Compact any fill required in the
subgrade to the density of the surrounding undisturbed material. Low areas
in the subgrade on undisturbed soil may also be filled by increasing the
riprap thickness.
2.The riprap and gravel filter must conform to the specified grading
limits shown on the plans.
3.Filter cloth, when used, must meet design requirements and be
properly protected from punching or tearing during installation. Repair any
damage by removing the riprap and placing another piece of filter cloth over
the damaged area. All connecting joints should overlap so the top layer
is above the downstream layer a minimum of 1 foot. If the damage is
extensive, replace the entire filter cloth.
4.Riprap may be placed by equipment, but take care to avoid damaging
the filter.
5.The minimum thickness of the riprap should be 1.5 times the
maximum stone diameter.
6.Riprap may be field stone or rough quarry stone. It should be
hard, angular, highly weather-resistant and well graded.
7.Construct the apron on zero grade with no overfill at the end. Make
the top of the riprap at the downstream end level with the receiving area or
slightly below it.
8.Ensure that the apron is properly aligned with the receiving
stream and preferably straight throughout its length. If a curve is needed to
fit site conditions, place it in the upper section of the apron.
9.Immediately after construction, stabilize all disturbed areas with
vegetation (Practices 6.10, Temporary Seeding, and 6.11, Permanent
Seeding).
ISOMETRIC
PLAN
SECTION A-A
General Notes
All seeding to be in accordance with NCDEQ STD #6.11
Soil Prep
Preparation for primary/permanent stabilization shall not begin until construction and utility work within the preparation area is complete.
However, it may be necessary to prepare for nurse crops prior to completion of construction and installation of utilities.
All areas to be seeded or planted shall be tilled a depth of 12". Ripping consists of creating fissures in a criss-cross pattern over the entire
surface area, utilizing an implement that will not glaze the side walls of the fissures. Site preparation that does not comply with these
documents shall not be acceptable. The depth of soil preparation may be established as a range based on the approval of the reviewing
state or local agency. Once tilled or ripped according to the approved plan, all areas are to be returned to the approved final grade. pH
modifiers and/or other soil amendments can be added during the soil preparation procedure or as described below.
Till or disc the prepared areas to be seeded to a minimum depth of four (4) inches. Remove stones larger than three (3) inches on any
side, sticks roots and other extraneous materials that surface. If not incorporated during the soil preparation process, add pH modifier
and fertilizers. Spread up to 6" of excess topsoil over the entire area if available. Re-compact the area utilizing a cultipacker roller. The
finished grade shall be a smooth even soil surface with a loose, uniformly fine texture. All ridges and depressions shall be removed and
filled to provide the approved surface drainage. Seeding of graded areas is to be done immediately after finished grades are obtained and
seedbed preparation is completed.
Planting
Prepare the seed be as described in above in soil preparation. Apply seed at rates specified on the plans, and/or as recommended
above, with a cyclone seeder, prop type spreader, drill, or hydroseeder on and/or into the prepared bed. Incorporate the seed into the
seed bed as specified. Provide finished grades as specified on the approved plan and carefully culti-pack the seedbed as terrain allows.
Mulch immediately.
The kinds of seed and fertilizer, and the rates of application of seed, fertilizer and limestone, shall be as stated below.
During periods of overlapping dates, the kind of seed to be used shall be determined. All rates are in pounds per acre.
All Roadway Areas
March 1-August 31
50 lbs Tall Fescue
10 lbs Centipede
25 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
Fertilizer Topdressing
Fertilizer used for topdressing on all roadway areas except slopes 2:1 and steeper shall be 10-20-20 grade and shall be applied at the
rate of 500 lbs/acre. A different analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application
adjusted to provide the same amount of plant food as 10-20-20 analysis and as directed.
Fertilizer used for topdressing on slopes 2:1 and steeper and waste and borrow areas shall be 16-8-8 grade and shall be applied at the
rate of 500 lbs/acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application
adjusted to provide the same amount of plant food as 16-8-8 analysis and as directed.
September 1-February 28
50 lbs Tall Fescue
10 lbs Centipede
35 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
Waste and Borrow Locations
March 1-August 31
75 lbs Tall Fescue
25 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
On cut and fill slopes 2:1 or steeper, Centipede shall be applied at the rate of 5 lbs/acre and add 20 lbs of Sericea
Lespedeza from January 1-December 31
September 1-February 28
75 lbs Tall Fescue
35 lbs Bermudagrass (hulled)
500 lbs Fertilizer
4000 lbs Limestone
SCALE=
PERMANENT SEEDING5 NTS
TEMPORARY SEEDING
General Notes
All seeding to be in accordance with NCDEQ STD #6.10
Species Rate (lb/acre) Season Seeding Dates
Rye (grain) 120 Winter/Spring/Fall 1/1-5/1,8/15-12/30
Annual lespedeza (Kobe) 50 Winter/Spring 1/1-5/1
German Millet 40 Summer 5/1-8/15
Omit annual lespedeza when duration of temporary cover is not to extend beyond June.
A small-stemmed Sudangrass may be substituted for German millet at a rate of 50 lb/acre.
Maintenance
Refertilize if growth is not fully adequate. Reseed, refertilize and mulch im-
immediately following erosion or other damage.
For fall, repair and refertilize damaged areas immediately. Topdress with 50 lb/acre of
nitorgen in March. If it is necessary to extent temporary cover beyond June 15,
overseed with 50 lb/ acre Kobe lespedeza in late February or early March
Mulch
Apply 4,000 Ib/acre straw. Anchor straw by tacking with asphalt, netting,
or a mulch anchoring tool.
Soil Amendments
Follow recommendations of soil tests or apply 2,000 Ib/acre ground agricul-
tural limestone and 750 Ib/acre 10-10-10 fertilizer.
For fall seeding, use 1000 lb/acre 10-10-10 fertilizer
WETLAND SEEDING
General Notes
Recommended application rate: 20-25 lbs/acre
Species
Bidens aristosa
Carex vulpinoidea
Dichanthelium clandestinum
Elymus riparius
Juncus effusus, NC Ecotype
Panicum dichotomiflorum
Panicum rigidulum
Panicum virgatum
Polygonum pensylvanicum
Sparganium americanum
Common Name
Showy tic
Fox sedge
Deer tong
Riverbank
Soft rush
Smooth pa
Redtop pa
Switchgra
Pennsylva
Eastern b
Percent
7
12
8
20
4
14
8
23
2
2
100
SCALE=
TEMPORARY & WETLAND SEEDING4 NTS
12"48"PROPOSED 48" CMP PIPE
FILL PIPE WITH
STREAM BED MATERIAL
TO EXISTING STREAM BED
ELEVATION
± 4" BASE FLOW
NOT TO SCALE
48" OR GREATER
STREAM CROSSING
CULVERT
INSTALLATION
DETAIL
SCALE=
STREAM CROSSING P1 CULVERT INSTALLATION DETAIL5NTS
XX
DocuSign Envelope ID: BD3A2D2E-2E32-409E-B9EA-13904DAA0921