20200990 Ver 1_2020 0728 - FINAL JD Waters Impact Plan-1red_20200731

FINAL DRAWING - FOR REVIEW PURPOSES ONLYFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:19:39 AMWKD PROJ. NO.:
DRAWING NUMBER:
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DRAWN BY:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.PROJECT NAME:DRAWING TITLE:community infrastructure consultants
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20190195.00.CLPNG PROSPECT CHURCH PROJECTPIEDMONT NATURAL GASIMPACT PLAN KEY MAP & LEGENDSTANLY COUNTYALBEMARLE, NORTH CAROLINA1 OF 15
Know what'sbelow.before you digCall
AREA 1 - SHEET 2
AREA 2 - SHEET 3
AREA 3 - SHEET 4
AREA 4 - SHEET 5
AREA 5 - SHEET 6
AREA 6 - SHEET 7
AREA 7 - SHEET 8
AREA 8 - SHEET 9
AREA 9 - SHEET 10
AREA 10 - SHEET 11
MOUNTAINCREEK RD
(S
.R
.
1522
)CARTER RD(S.R. 1523)S
A
W

M
I
L
L

R
D
(S
.
R
.

1
5
2
5
)CSX RAILROADCSX RAILROADMOUNTAIN VIEWCHURCH RD(S.R. 1545)PALESTI
N
E
R
D
(S.R. 1535)PROSPECT
CHURCH RD
(S.R. 1524)
AIRPORT R
D
(S.R. 1524)
AIRPO
R
T
R
D
(S.R. 1549)
CAR
T
E
R
ACR
E
S

R
D
(S.R.

1
5
2
4
)RIDGE ST(S.R. 1542)NORFOLKSOUTHERNRAILROADPROP. ≈15,212 LF OF 8" 11.5 SDR MDPE
NATURAL GAS PIPELINE TO BE INSTALLED BY
OPEN-TRENCH OR DRY BORE (OR OTHER
APPROVED NCDOT TRENCHLESS METHOD)
PROP. ≈2,904 LF OF 2" 11 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED BY
OPEN-TRENCH OR DRY BORE (OR OTHER
APPROVED NCDOT TRENCHLESS METHOD)
PROP. ≈490 LF OF 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED BY
OPEN-TRENCH OR DRY BORE (OR OTHER
APPROVED NCDOT TRENCHLESS METHOD)
PROP. ≈678 LF OF AWG #2 HMWPE CABLE
TO BE INSTALLED BY OPEN-TRENCH
AND/OR DRY BORE (OR OTHER APPROVED
NCDOT TRENCHLESS METHOD)
LOWDER RD
(S.R. 1418)
HOLT RD
GREENWOOD PARK CIR
CLOVER FORK CIR
1500'3000'
SCALE: 1" = 1500'
0 750'
JURISDICTIONAL WATERS OF THE U.S. - IMPACT PLAN
FOR
PNG PROSPECT CHURCH (AIRPORT) ROAD REPLACEMENT
STANLY COUNTY, NC
R/W NCDOT RIGHT-OF-WAY
RR R/W RR R/W CSXT RIGHT-OF-WAY
PL PL PL EXISTING PROPERTY LINEPROPOSED LIMIT OF DISTURBANCE
GAS GAS GAS PROPOSED NATURAL GAS PIPELINE - OPEN-TRENCH
GAS GAS GAS
WET WET WET WET WETWETWETWETWETWET
TB TB TB
PROPOSED NATURAL GAS PIPELINE - TRENCHLESSPROPOSED PERMANENT EASEMENTPROPOSED TEMPORARY EASEMENT
PROPOSED LIMIT OF DISTURBANCE
G G G EXISTING NATURAL GAS PIPELINE
EXISTING RAILROAD
EXISTING EDGE OF PAVED ROADEXISTING ROAD CENTERLINE
EXISTING STORM DRAIN
EXISTING JURISDICTIONAL STREAM TOP OF BANK
BB BB BB EXISTING JURISDICTIONAL STREAM BOTTOM OF BANK
OE OE OE EXISTING OVERHEAD ELECTRIC
FM FM FM EXISTING FORCE MAIN
SS SS SS EXISTING SANITARY SEWEREXISTING TREE LINE
PROPOSED 15' STREAM/WETLAND BUFFER
EXISTING JURISDICTIONAL STREAM CENTERLINE
EXISTING JURISDICTIONAL WETLAND
LEGEND
APPROX. LOCATION OF
PROP. CONSTRUCTION
LAYDOWN YARD
AREA 11 - SHEET 12
OEOE
OE
OE
OE
OE
OE
OE
OE
R/W
R/W
R/W
R/W
R/W
R/W
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
P
L
PL
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
569568567
566 565
564
563 562 561 560 559 558
559
560
561
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:19:48 AM1213 W. MOREHEAD STREET
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WKD PROJ. NO.:
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PROSPECT C
H
U
R
C
H

R
O
A
D
(S.R. 1524)
(NCDOT , 60' R/W
PER M.B. 21,

P
G
.

1
2
8
)
Know what'sbelow.before you digCall
30'60'
SCALE: 1" = 30'
0 15'PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 1 IMPACT PLAN - 35.402056° N, 80.196022° WSTANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 1 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND 0 AC
NOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. LIMIT OF
DISTURBANCE
PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED BY
OPEN-TRENCH, MIN. 36" DEEP
EX. JURISDICTIONAL STREAM -
UT1 LITTLE LONG CREEK
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
PROP. 15'
STREAM BUFFER
FLO
W
OEOEOEOEOEOEOEOETBTBBBBBBBBBBBBBBBBBBBBBBBTBTBTBTBTBTBTBTBTB
TBTBTBTBR/WR/WR/WR/WR/WR/WR/WSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSGAS GASGASGASGASGASGASGASGAS516
51
5
51
4
51
3
5
1
3
51
4
515
51
6
51
7
5
1
2
5
1
0 517518
519
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:19:55 AM1213 W. MOREHEAD STREET
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PROSPECT CHURCH ROAD(S.R. 1524)(NCDOT, 60' R/WPER M.B. 21, PG. 128)Know what'sbelow.before you digCall
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20190195.00.CLSTANLY COUNTYALBEMARLE, NORTH CAROLINA30'60'
SCALE: 1" = 30'
0 15'
INV. IN: 511.68'
PROP. 15' STREAM BUFFER
INV. IN: 510.31'
96"
C
M
P
96"
C
M
P
INV. OUT: 511.27'
INV. OUT: 510.12'
PROP. LIMIT OF
DISTURBANCE EX.
SAN
ITARYSEWER
(TYP
.
)
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)FLOWPROP. 8" 11.5 SDR MDPE NATURAL GAS
PIPELINE TO BE INSTALLED BY
OPEN-TRENCH, MIN. 36" DEEP
AREA 2 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM; S1 21 LF
TEMPORARY
WETLAND 0 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 2 IMPACT PLAN - 35.404414° N, 80.194069° WEX. JURISDICTIONAL STREAM -
LITTLE LONG CREEK
NOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
S1APPROX. LOCATION OF PROP.
TEMPORARY PUMP-AROUND (TYP.)
(SEE DETAILS ON SHEET 13 - 14)
OE OE OE OE OE OE OE OEOE
OEOEOE OE OE OE OE OE
BBB
B
BBBBBBBBBBTBTBTBTBT
B
TBTBTBR/W
R/W
R/W
R/W
R/W
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
GAS GAS GAS GAS GAS GAS GAS GAS GAS
55
0 5455405355355
3
7
5
3
8
54
0
54
5
54
2
5385375
3
9
54
1
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:03 AM1213 W. MOREHEAD STREET
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20190195.00.CL
30'60'
SCALE: 1" = 30'
0 15'STANLY COUNTYALBEMARLE, NORTH CAROLINAPROP. 15' STREAM BUFFER72" CMP
PROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
AIRPORT ROAD
(S.R. 1524)
(NCDOT , 60' R/W
PER M.B. 21, PG. 001)
INV. OUT: 532.86'FLOW18" RCP
INV. OUT: 540.33'
EX. DROP INLET
RIM: 545.32'
INV. 18" RCP IN: 542.77'PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED
BY OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
AREA 3 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM; S2 26 LF
TEMPORARY
WETLAND 0 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 3 IMPACT PLAN - 35.405358° N, 80.184550° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
EX. JURISDICTIONAL STREAM -
UT2 LITTLE LONG CREEK
S2
APPROX. LOCATION OF PROP.
TEMPORARY PUMP-AROUND (TYP.)
(SEE DETAILS ON SHEET 13 - 14)
OE OE OE OE OE OE OE OE
OE OE OE OE OE OEOEOER/W
R/W
R/W
R/W
OE
OE
OE
PL
GAS GAS GAS
GAS GAS GAS GAS GAS
5
3
7
5
3
8
54
0
54
2
5
3
9
54
1
54
3
54
4
545
546
547
5425435
4
4
54
5546
5
4
7
5
4
8
5
4
9
5
5
0
5
5
1 552553PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:09 AM1213 W. MOREHEAD STREET
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DRAWING NUMBER:
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20190195.00.CL
30'60'
SCALE: 1" = 30'
0 15'STANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 4 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND 0 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 4 IMPACT PLAN - 35.405419° N, 80.183875° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. 15' WETLAND
BUFFER
PROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY
EASEMENT (TYP.)PROP. PERMANENT
EASEMENT (TYP.)
AIRPORT ROAD
(S.R. 1524)
(NCDOT , 60' R/W
PER M.B. 21, PG. 001)24" RCPINV. OUT: 544.40'
PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED
BY OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL WETLAND
EX. NON-JURISDICTIONAL DITCH
OEOEOEOEOEOEOEOETBBBBBBBBBBB
BB
BB BBR/WR/WR/WR/WR/WR/WR/WR/WTBTBTBTBTBPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL PLPLPLPLPLGASGASGAS
GASGASGASGASGAS556
555
557556555557558559
560 557556PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALES
FILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:22 AM
1213 W. MOREHEAD STREETSUITE 300CHARLOTTE, NC 28208(t)704-334-5348WWW.WKDICKSON.COMNC LICENSE NO.F-0374WKD PROJ. NO.:DRAWING NUMBER:PROJ. DATE:PROJ. MGR.:DESIGN BY:DRAWN BY:PROJECT NAME:
DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsKnow what'sbelow.before you digCallWGBGLTGLTJULY 20206 OF 1520190195.00.CL60'120'SCALE: 1" = 60'0 30'
STANLY COUNTY
ALBEMARLE, NORTH CAROLINAAREA 5 IMPACT TABLEIMPACT TYPE &SITE #VALUEUNITPERMANENTSTREAM0LFPERMANENTWETLAND0ACTEMPORARYSTREAM0LFTEMPORARYWETLAND0ACPNG PROSPECT CHURCH (AIRPORT) ROAD
REPLACEMENT PROJECT
PIEDMONT NATURAL GAS
AREA 5 IMPACT PLAN - 35.404336° N, 80.171919° WNOTE: SEE SHEET 1 FORKEY MAP & LEGENDPROP. 15' WETLANDBUFFERPROP. LIMIT OFDISTURBANCEPROP. PERMANENTEASEMENT (TYP.)AIRPORT ROAD(S.R. 1524)(NCDOT, 60' R/WPER M.B. 21, PG. 001)FLOW 15" RCP INV. IN: 555.84'PROP. 8" 11.5 SDR MDPE NATURALGAS PIPELINE TO BE INSTALLED BYHORIZONTAL DIRECTIONAL DRILLAPPROX. EXTENT OF EX.30' OVERHEAD UTILITYEASEMENT (TYP.)EX. JURISDICTIONAL STREAM -MOUNTAIN CREEKEX. JURISDICTIONAL WETLAND15" RCP INV. OUT: 555.44'15" RCP INV. IN: 558.04'15" RCP INV. OUT: 557.60'DATA PLOT 5-2DATA PLOT 5-1
OE OE OE OE OE OE OE OE
TB
TBBBR/W R/W R/W R/W
GAS GAS
G
A
S
G
A
S
GAS GAS GASGAS GAS575
57457357
3
57
4
575
576
577
575
576
577
578
57
2
FILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:28 AM1213 W. MOREHEAD STREET
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DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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7 OF 15
20190195.00.CL
20'40'
SCALE: 1" = 20'
0 10'STANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 6 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND 0 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 6 IMPACT PLAN - 35.404181° N, 80.168642° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. 15' WETLAND BUFFER
PROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
AIRPORT ROAD
(S.R. 1524)
(NCDOT, 60' R/W
PER M.B. 21, PG. 001)24" RCPINV. OUT: 573.33'
PROP. 8" 11.5 SDR MDPE
NATURAL GAS PIPELINE TO
BE INSTALLED BY
OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL WETLAND
OEOEOEOEOEOEOEOETBTBR/WR/WR/WR/WPL PL PL PL PL PL PL PL PL PL PL PLGASGASGASGAS
GASGASGASGAS57
8
57
7
57
6
577
579580581582578579580581FILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:35 AM
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DRAWING TITLE:
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultantsKnow what'sbelow.before you digCallWGBGLTGLTJULY 20208 OF 1520190195.00.CL20'40'SCALE: 1" = 20'0 10'
STANLY COUNTY
ALBEMARLE, NORTH CAROLINAAREA 7 IMPACT TABLEIMPACT TYPE &SITE #VALUEUNITPERMANENTSTREAM0LFPERMANENTWETLAND0ACTEMPORARYSTREAM; S321LFTEMPORARYWETLAND0ACPNG PROSPECT CHURCH (AIRPORT) ROAD
REPLACEMENT PROJECT
PIEDMONT NATURAL GAS
AREA 7 IMPACT PLAN - 35.404106° N, 80.166622° WNOTE: SEE SHEET 1 FORKEY MAP & LEGENDPROP. 15' STREAM BUFFER15" CMP
PROP. LIMIT OFDISTURBANCEPROP. TEMPORARYEASEMENT (TYP.)PROP. PERMANENTEASEMENT (TYP.)AIRPORT ROAD(S.R. 1524)(NCDOT, 60' R/WPER M.B. 21, PG. 001)FLOW INV. OUT: 575.70'PROP. 8" 11.5 SDR MDPE NATURALGAS PIPELINE TO BE INSTALLEDBY OPEN-TRENCH, MIN. 36" DEEPAPPROX. EXTENT OF EX.30' OVERHEAD UTILITYEASEMENT (TYP.)EX. JURISDICTIONAL STREAM -UT1 MOUNTAIN CREEKS3APPROX. LOCATION OF PROP.TEMPORARY PUMP-AROUND (TYP.)(SEE DETAILS ON SHEET 13 - 14)
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE
OE TBR/W
R/W
R/W R/W
RR R/WRR R/WRR R/WRR R/WRR R/WGAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GV583582
581
580
580581
580579
579580582
581
582
FILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:41 AM1213 W. MOREHEAD STREET
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DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
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DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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JULY 2020
9 OF 15
20190195.00.CL
20'40'
SCALE: 1" = 20'
0 10'STANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 8 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND; W1 0.018 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND; W2 0.018 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 8 IMPACT PLAN - 35.403692° N, 80.161622° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. 15' WETLAND BUFFER
PROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
AIRPORT ROAD
(S.R. 1524)(NCDOT, 60' R/WPER M.B. 21, PG.
0
0
1
)
PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED
BY OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL WETLAND
W2
W1
OEOE
OE
OE
OE OEOEOEOEOE
OE
FM
TBTBTBBBBBBBB
B
BBTBTB
TB
R/W
R/W
R/W
R/W
R/W
RR R/WRR R/WRR R/WRR R/WRR R/WRR R/WRR R/WRR R/WRR R/WFMFMFMFMPLPLPLRR R/WGAS GAS GAS GAS GAS GASGASGAS
GAS GV
GV
580
579579582582581580579
578
577
577577 578
579
580
581
582583
582
581
580
580581582583582
58
4
584
583
5
7
6
581
580
583
583582581580579578PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:48 AM1213 W. MOREHEAD STREET
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WKD PROJ. NO.:
DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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JULY 2020
10 OF 15
20190195.00.CLSTANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 9 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND 0 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND 0 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 9 IMPACT PLAN - 35.403650° N, 80.161181° WPROP. 15' STREAM BUFFER
PROP. LIMIT OF
DISTURBANCE
AIRPORT
R
O
A
D
(S.R. 1524
)
(NCDOT , 60' R/W
PER M.B. 2
1
,

P
G
.

0
0
1
)
FL
O
W
30" DIP
INV. IN: 577.20'
PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED
BY OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL STREAM -
UT2 MOUNTAIN CREEK
INV. OUT: 576.70'
1
8
"
RCP18"
RCP
INV. OUT: 577.58'INV. OUT: 577.23'FLOWPROP. 8" 11.5 SDR MDPE NATURAL GAS
PIPELINE WITH 12" API 5L PSL2 GRADE B
(MIN.), 0.188" W.T. (MIN.) STEEL CASING
TO BE INSTALLED BY DRY BORE WINSTON SALEMSOUTHBOUND RAILWAY(CSX, 300' R/W)Know what'sbelow.before you digCall
50'100'
SCALE: 1" = 50'
0 25'
NOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
EX. NON-JURISDICTIONAL
CHANNEL - REFER TO
DATAFORM SCP1
OE OE OE OE OE OE OE OE
FM FM FM FM FM FM FM FM FM FM
R/WR/WTBTBTBTBTBTBTBTBTBTBTBTBTBTBBBBBBBBBBBBBBBBBBBBBBBBBR/W R/W
PLPLPLPLPLPLPLPLPLPLPLPLGAS GAS GAS GAS GAS GAS GAS GAS
573
574
575
576
577
578
579
580
581
582
572
573
574575576 577
578579
580
581
582
5715705
7
2569570
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:20:55 AM1213 W. MOREHEAD STREET
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PROJ. DATE:
PROJ. MGR.:
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DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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JULY 2020
11 OF 15
20190195.00.CL
20'40'
SCALE: 1" = 20'
0 10'STANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 10 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND; W3 0.0138 AC
TEMPORARY
STREAM; S4 21 LF
TEMPORARY
WETLAND; W4 0.0141 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 10 IMPACT PLAN - 35.403256° N, 80.159586° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. 15' WETLAND BUFFER30" RCPPROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY
EASEMENT (TYP.)
PROP. PERMANENT
EASEMENT (TYP.)
CARTER ACRES ROAD
(S.R. 1524)
(NCDOT, 60' R/W
PER M.B. 21, PG. 001)FLOWINV. OUT: 570.05'
PROP. 8" 11.5 SDR MDPE
NATURAL GAS PIPELINE TO
BE INSTALLED BY
OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL STREAM -
UT3 MOUNTAIN CREEK42" RCPINV. OUT: 571.06'
EX. JURISDICTIONAL WETLAND
DATA PLOT 10-1
DATA PLOT 10-2S4W4
W3
APPROX. LOCATION OF
PROP. TEMPORARY
PUMP-AROUND (TYP.) (SEE
DETAILS ON SHEET 13 - 14)
R/WR/WGAS GAS GAS GAS GAS GAS GAS
GAS
GASGASGASGASGASPL PL PL PL PL PL PL PL PL
58
4
585
586
587
588
589 589589
590
591
592
593
59
1
590
589
5
9
0
PRELIMINARY - NOT RELEASED FOR CONSTRUCTION, RECORDATION, CONVEYANCES, OR SALESFILE PATH:M:\Projects\Piedmont Natural Gas\2019019500CL - PNG Prospect Church (Airport) Road Replacement\CADD\Plan Set\Permitting\2019019500_C_SHT_STREAM WETLAND PERMITTING.dwg, LTRIPP, 7/28/2020 10:21:02 AM1213 W. MOREHEAD STREET
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WKD PROJ. NO.:
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PROJ. DATE:
PROJ. MGR.:
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DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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JULY 2020
12 OF 15
20190195.00.CL
40'80'
SCALE: 1" = 40'
0 20'STANLY COUNTYALBEMARLE, NORTH CAROLINAAREA 11 IMPACT TABLE
IMPACT TYPE &
SITE #VALUE UNIT
PERMANENT
STREAM 0 LF
PERMANENT
WETLAND; W5 0.016 AC
TEMPORARY
STREAM 0 LF
TEMPORARY
WETLAND; W6 0.015 AC PNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASAREA 11 IMPACT PLAN - 35.403386° N, 80.162865° WNOTE: SEE SHEET 1 FOR
KEY MAP & LEGEND
PROP. 15' WETLAND BUFFER
PROP. LIMIT OF
DISTURBANCE
PROP. TEMPORARY EASEMENT (TYP.)
PROP. PERMANENT EASEMENT (TYP.)
PROP. 8" 11.5 SDR MDPE NATURAL
GAS PIPELINE TO BE INSTALLED
BY OPEN-TRENCH, MIN. 36" DEEP
APPROX. EXTENT OF EX.
30' OVERHEAD UTILITY
EASEMENT (TYP.)
EX. JURISDICTIONAL WETLAND
DATA PLOT 11-1
DATA PLOT 11-2
W6
W5
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PROJ. DATE:
PROJ. MGR.:
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DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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20190195.00.CLSTANLY COUNTYALBEMARLE, NORTH CAROLINAPNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASSTREAM CROSSING PUMP-AROUND DETAILSGASGASGASGASWATTLE (TYP.)
SILT FENCE (TYP.)
SILT FENCE
OUTLET (TYP.)COFFER DAM (TYP.)
FLOW
FLOW
SUCTION HOSE
DISCHARGE HOSE
DEWATERING DEVICE
PROPOSED
PIPELINE (TYP.)
ENERGY DISSIPATION
BYPASS PUMP. CONTRACTOR
SHALL BE RESPONSIBLE FOR
SELECTING PUMP ADEQUATE
ENOUGH TO HANDLE THE
BYPASS FLOW GENERATED BY
THE DAMMING OF THE STREAM
PUMP FLOATING INTAKE
GENERAL NOTES:
1. CONTRACTOR SHALL ENSURE TO ANCHOR ALL PUMPS AND PIPES SECURELY.
2. CONTRACTOR SHALL UTILIZE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL AND NCDOT BEST MANAGEMENT PRACTICES
FOR CONSTRUCTION AND MAINTENANCE OF STREAM CROSSING.
3. CONTRACTOR SHALL PERFORM CROSSING WHEN PRECIPITATION HAS NOT OCCURRED IN THE PAST 48 HOURS AND WHEN PRECIPITATION IS NOT
FORECASTED WITHIN STREAM CROSSING CONSTRUCTION WINDOW.
4. ALL DISTURBED STREAM BANKS SHALL BE STABILIZED WITH COIR FIBER EROSION CONTROL MATTING (OR APPROVED EQUIVALENT). DO NOT INSTALL
EROSION CONTROL MATTING WITHIN THE TYPICAL HIGH WATER FLOW LINE OF THE STREAM.
CONSTRUCTION SEQUENCE
1. SET UP BYPASS PUMP AND TEMPORARY PIPING. PLACE OUTLET OF TEMPORARY PIPE TO MINIMIZE EROSION AT DISCHARGE SITE OR PROVIDE
TEMPORARY ENERGY DISSIPATION MEASURES. FIRMLY ANCHOR PUMP AND PIPING.
2. CONSTRUCT OUTLET PROTECTION IF NEEDED.
3. CONSTRUCT SAND BAG COFFER DAM UPSTREAM OF WORK AREA TO IMPOUND WATER FOR BYPASS PUMP INTAKE. USE A FLOATING INTAKE FOR PUMPS
WHERE POSSIBLE.
4. CONSTRUCT AN SAND BAG COFFER DAM DOWNSTREAM TO ISOLATE WORK AREA.
5. CHECK OPERATION OF PUMP AND PIPING SYSTEM
6. EXCAVATE AND SAVE THE EXISTING STREAM SURFACE COBBLE FOR USE IN FINAL STABILIZATION. IF NO STREAM COBBLE IS PRESENT, EXCAVATE AS
TYPICAL AND REFER TO NOTE 8A FOR CHANNEL FLOW LINE STABILIZATION.
7. INSTALL PROPOSED PIPELINE AS SHOWN ON PLANS.
8. BACKFILL TRENCH WITH NATIVE SOIL AND COMPACT TO PNG SPECIFICATIONS. UPON BACKFILLING OF TRENCH, REPLACE EXCAVATED STREAM COBBLE
TO RESTORE STREAM FLOW LINE TO ITS ORIGINAL CONDITION AND PROVIDE SURFACE STABILIZATION.
9. STABILIZE ALL OTHER DISTURBED AREAS AS DETAILED IN GENERAL NOTE 4 ON THIS SHEET, AND IN THE CHANNEL CROSSING POST-CONSTRUCTION
STABILIZATION DETAIL ON THIS SHEET. CONTRACTOR SHALL ADHERE TO ALL 401/404 PERMIT GUIDELINES FOR RE-ESTABLISHING VEGETATION WITHIN
STREAM BANKS.
10. UPON COMPLETION OF CONSTRUCTION, REMOVE SAND BAG COFFER DAM, BYPASS PUMP, AND TEMPORARY PIPE.
MAINTENANCE
1. ROUTINELY INSPECT BYPASS PUMP AND TEMPORARY PIPING TO ENSURE PROPER OPERATION.
2. INSPECT SAND BAG COFFER DAM FOR LEAKS AND REPAIR ANY DAMAGE.
3. INSPECT DISCHARGE POINT FOR EROSION.
4. ENSURE FLOW IS ADEQUATELY DIVERTED THROUGH PIPE.
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PROJ. DATE:
PROJ. MGR.:
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DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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20190195.00.CLSTANLY COUNTYALBEMARLE, NORTH CAROLINAPNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASSTREAM CROSSING PUMP-AROUND DETAILSCOFFER DAM DETAIL
CONSTRUCTION SPECIFICATION
1. REMOVE BRANCHES AND LARGE ROCKS FROM AREA
WHERE THE SAND BAGS WILL BE PLACED.
2. LAY OUT THE IMPERVIOUS POLY-FABRIC LINER WITH THE
CENTER OF THE LINER LOCATED OVER THE CENTER OF
THE SAND BAG DIKE.
3. PLACE THE PLASTIC WRAPPED SANDBAGS TO THE DESIRED
HEIGHT. THE DIKES SHALL HAVE A WIDTH SUITABLE TO
SUPPORT THE HEIGHT. EACH ROW SHALL BE OFFSET SO
THE JOINTS ARE STAGGERED. PACK SANDBAGS TIGHTLY
TOGETHER.
4. WRAP IMPERVIOUS POLY-FABRIC LINER AROUND SANDBAG
DIKE AND SECURE WITH FINAL LAYER OF SANDBAGS.
MAINTENANCE
1. PERIODICALLY INSPECT SANDBAG DIKE FOR DAMAGE AND
LEAKS.
2. REMOVE IMPOUNDED TRASH AND SEDIMENT AS NEEDED.
COIR FIBER MATTING
(400 G/M²)
9"-12" DIAMETER COIR
FIBER ROLL
EX.STREAM BANK
STREAM CROSSING
POST-CONSTRUCTION STABILIZATION
STABILIZE CHANNEL FLOW
LINE WITH ORIGINAL
STREAM COBBLE
KEY IN MATTING PER
MANUFACTURERS
INSTRUCTIONS
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DRAWING NUMBER:
PROJ. DATE:
PROJ. MGR.:
DESIGN BY:
DRAWN BY:PROJECT NAME:DRAWING TITLE:COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS ORDELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIESFROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.community infrastructure consultants
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20190195.00.CLSTANLY COUNTYALBEMARLE, NORTH CAROLINAPNG PROSPECT CHURCH (AIRPORT) ROADREPLACEMENT PROJECTPIEDMONT NATURAL GASSTREAM CROSSING PUMP-AROUND DETAILSRIPARIAN SEEDING NOTES
THE RIPARIAN SEED MIX SHOULD BE USED IN LIEU OF A TYPICAL PERMANENT SEEDING MIXTURE FOR STABILIZING
DISTURBANCES WITHIN ENVIRONMENTALLY SENSITIVE AREAS SUCH AS STREAM BANKS, WETLANDS, AND ALL
AREAS WITHIN 15' OF A STREAM BANK OR WETLAND EDGE.
RIPARIAN SEEDING RECOMMENDATIONS FOR ALL SEASONS
SEEDING MIXTURE
ERNST CONSERVATION SEEDS RIPARIAN BUFFER MIX - ERNMX-178 PRE-MIXED SEED
22.1% PANICUM CLANDESTINUM, TIOGA (DEERTONGUE, TIOGA)
20.0% ELYMUS VIRGINICUS, 'MADISON' (VIRGINIA WILDRYE, ‘MADISON’)
18.0% ANDROPOGON GERARDII, 'NIAGARA' (BIG BLUESTEM, ‘NIAGARA’)
18.0% SORGHASTRUM NUTANS, PA ECOTYPE (INDIANGRASS, PA ECOTYPE)
10.0% PANICUM VIRGATUM, 'SHAWNEE' (SWITCHGRASS, ‘SHAWNEE’)
3.0% RUDBECKIA HIRTA, COASTAL PLAIN NC ECOTYPE (BLACKEYED SUSAN, COASTAL PLAIN NC ECOTYPE)
2.0% ASCLEPIAS INCARNATA, PA ECOTYPE (SWAMP MILKWEED, PA ECOTYPE)
2.0% VERBENA HASTATA, PA ECOTYPE (BLUE VERVAIN, PA ECOTYPE)
1.0% EUPATORIUM PERFOLIATUM, PA ECOTYPE (BONESET, PA ECOTYPE)
1.0% HELENIUM AUTUMNALE, PA ECOTYPE (COMMON SNEEZEWEED, PA ECOTYPE)
0.7% ASTER NOVAE-ANGLIAE, PA ECOTYPE (NEW ENGLAND ASTER, PA ECOTYPE)
0.7% ASTER UMBELLATUS, PA ECOTYPE (FLAT TOPPED WHITE ASTER, PA ECOTYPE)
0.7% ZIZIA AUREA, PA ECOTYPE (GOLDEN ALEXANDERS, PA ECOTYPE)
0.5% MONARDA FISTULOSA, FORT INDIANTOWN GAP-PA ECOTYPE (WILD BERGAMOT, FORT INDIANTOWN GAP-PA
ECOTYPE)
0.3% SOLIDAGO RUGOSA, PA ECOTYPE (WRINKLELEAF GOLDENROD, PA ECOTYPE)
SEEDING RATE:
20 LB/ACRE OF SEED MIX PLUS AN ADDITIONAL 10 LB/ACRE OF (DRY SITES - GRAIN OATS, JAN 1 - AUG 1; OR GRAIN
RYE, AUG 1 - JAN 1; MOIST SITES - GRAIN RYE YEAR-ROUND)
SEEDING DATES:
MOUNTAINS - YEAR-ROUND
PIEDMONT - YEAR-ROUND
COASTAL PLAIN - YEAR-ROUND
MAINTENANCE
RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE AND MULCH IMMEDIATELY FOLLOWING
EROSION OR OTHER DAMAGE.