20160978 Ver 1_Mitigation Plans_20171018

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Know what's below.
Call before you dig
NOTICE TO CONTRACTOR
PRIOR TO CONSTRUCTION, DIGGING, OR EXCAVATION THE
CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UNDERGROUND
UTILITIES (PUBLIC OR PRIVATE) THAT MAY EXIST AND CROSS THROUGH
THE AREA(S) OF CONSTRUCTION, WHETHER INDICATED ON THE PLANS
OR NOT. CALL "811" A MINIMUM OF 72 HOURS PRIOR TO DIGGING OR
EXCAVATING. REPAIRS TO ANY UTILITY DAMAGED RESULTING FROM
CONSTRUCTION ACTIVITIES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR.
REV RECORD: REV RECORD:
BY DATE DESCRIPTION BY DATE DESCRIPTION
POLECAT MITIGATION SITE
JOHNSTON COUNTY, NORTH CAROLINA
NEUSE RIVER BASIN
JULY 2017
RESOURCE ENVIRONMENTAL SOLUTIONS, LLC
302 JEFFERSON ST, SUITE 110
RALEIGH, NC 27605
Resource
Environmental
Solutions
400 0 200 400 800
HORIZ. 1 inch = 400ft.
Sheet List Table
Sheet Number
Sheet Title
1
COVER
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OVERALL AERIAL
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Sheet Number
Sheet Title
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OVERALL AERIAL
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EXISTING CONDITIONS
E3
EXISTING CONDITIONS
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EXISTING CONDITIONS
S1
REACH KZ1
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REACH KZ1
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REACHES KZ1 & KZ2
S4
REACHES KZ2 & KZ4
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REACH KZ4
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REACH KZ4
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REACHES KZ4 & KZ6
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REACH KZ6
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REACH KZ6
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S22
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D1
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA OVERALL.dwg - July 17, 2017 - Ben Carroll
1�
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
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NC. LICENSE NO. F-0374
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FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA OVERALL.dwg - July 17, 2017 - Ben Carroll
1�
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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LE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
VMC
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
T1054 14" GUM TREE
(v) 919.782.0495
T1287 12" TREE
(f) 919.782.9672
T1387 18" TREE
www.wkdickson.com
T1487 12" TREE
NC. LICENSE NO. F-0374
T1748 12" TREE
EXISTING CONTOUR MAJOR -50—
50—T1021
EXISTING CONTOUR MINOR ---46 — — — — —
EXISTING TOP OF BANK----TB-----TB—
EXISTING BOTTOM OF BANK — — — — BB----- BB—
EXISTING CHANNEL CENTERLINE
EXISTING FENCELINE — — — — — x — — — — — x —
EXISTING TREELINE
EXISTING WETLAND
EXISTING TREE Q
T1001 16" GUM TREE
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T1055 14" TREE
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T1016 24" GUM TREE
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T1746 12" TREE
T1336 1 14" TREE
T1436 20" GUM TREE
T1798 1 20" TREE
T1053 1 14" TREE
T1286 20" TREE
T1386 16" TREE
T1486 24" TREE
T1747 12" TREE
T1799 1 20" GUM TREE
INC_ All I
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LE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
VMC
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
CLYDA H. COOR
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
LAWRENCE B.
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100'
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100'
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Q.C. DATE: DEC 2016
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
MATCH LINE SEE DWG E3
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=100'
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT EX COND.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
a
\
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NOTES:
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
NOTES:
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
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(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
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SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
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1 = HALF SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S2_
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
301
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
INC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
NOTES:
2" = FULL SCALE
"
1 = HALF SCALE
W
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12.0
1.
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ENHANCEMENT III /
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2.8 6.4 2.8
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
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\ /
BANKFULL STAGE
SECTIONS.
44
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7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
(BRUSH
T1 5
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Q
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EXISTING CONTOUR MINOR 46
-135-J� ���� c%, //// /
12.0
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7.0 2.0
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EXISTING WETLAND
/
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it FILL EXISTINGCHANNEL.
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EXISTING FENCELINE — — — — X
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EBX-NEUSE I, LSC. DB �/ \
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CONSERVATION EASEMENT
^ T1610 \ r
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
A
2.0
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
150
150
(SEE DETAIL DWG D4)
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
147
147
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
144
144
(SEE DETAIL DWG D4)
P OP SED DOUBLE LO
DROP
LOG GRADE CONTROL STRUCTURE
TOP OF BANK DOUBLE LO DR P
(SEE DETAIL DWG D2)
EX16TIN(3 (3F ADE ALUNG
TR AM EN ERLI E ST 12+ 7 ELE
LETV 136.4
. 135.86
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(SEE DETAIL DWG D3)
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13+09
141
--\
141
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TA 9 9 E EV 1 7.0
(SEE DETAIL DWG D6)
i
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R
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138
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—
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°
✓
CHANNEL SLOP
: -0.2
FLOODPLAIN SILL
PROPOSED
(SEE DETAIL DWG D4)
135
CAN EL BED
135
LOG GRADE CONTROL
(PROFILE)
LOG SILL
(PROFILE)
132
132
DOUBLE LOG DROP
(PROFILE)
LOG VANE / J -HOOK
(PROFILE) O
129
129
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
126
126
125
125
8+80
9+00
9+50 10+00 10+50 11+00 11+50 12+00 12+50
13+00
13+30
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
INC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
3C1 \�M��\\�
REACH KZ3
P2 RESTORATION
Raleigh, NC 27607
13.2
2.8 3.9
NOTES:
1
744 / STA 06+73 TO 08+56
MARK EARL HILL
BANKFULL STAGE
1.
IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
DOWNSTREAM DIRECTION.
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CLAUDE HILL
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2 FULL SCALE
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1 = HALF SCALE
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APPROXIMATE
LIMITS OF GRADING
i
BANKFULL STAGE
LIMITS OF PROPOSED
Lx
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2.3
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DIFFUSE FLOW STRUCTURE
12.0
TYPICAL LEFT MEANDER CROSS
(SEE DETAIL DWG D4)
13.2
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12.0
SECTION
2.8 6.4 2.8
2.6 3.5
7.0 2.0
2.0 7.0
BRUSH TOE
(SEE DETAIL DWG D3)
BANKFULL STAGE
STATION 15+93 TO 27+38
BANKFULL STAGE
BANKFULL STAGE
BANKFULL STAGE
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
1.4
1.5
LOG TOE PROTECTION
2.0
2.0
(SEE DETAIL DWG D2)
if
LOG SILL
0.4
EE DETAIL DWG D4
TYPICAL SHALLOW CROSS SECTIONLOG
GRADE CONTROL STRUCTURE
(SEE DETAIL
TYPICAL POOL CROSS SECTION
LOG VANE
STRAIGHT REACH
TYPICAL RIGHT MEANDER TYPICAL LEFT MEANDER(SEE
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DETAIL DWG D3)
CROSS SECTION CROSS SECTION
LOG J -HOOK �
(SEE DETAIL DWG D6)
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
144
144
BRUSH BED SILL
(SEE DETAIL DWG D6)
PO EDJ
FLOODPLAIN SILL
141
�PR
OP F B NK
141
(SEE DETAIL DWG D4)
STA 1 +23
XIS ING GRADE ALONG
ST REAf A CENTEF LINE
LOG GRADE CONTROL
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S A 16+88
(PROFILE)
ELEV 13 .39TA
17+71-1LOG
SILL
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(PROFILE)
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135
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a/
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130
130
13+30 13+50 14+00 14+50 15+00
15+50 16+00
16+50 17+00 17+50
17+90
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2 FULL SCALE
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
S4
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
NOTES:
0 30
60
2" FULL SCALE
"
1 = HALF SCALE
MARK EARL HILL
/
i
�
QT
13.2
1.
IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
THE TREES TO BE SAVED.
DRAWING NUMBER:
S5
PROJ. NO.:
20160023.00. RA
(L
5.
UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
\
_ —
N/F MARVIN EARL
TYPICAL SHALLOW CROSS SECTION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
— —
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ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
43
PB 76, PG 45
PROPOSED CHANNEL.
i� \ I— —
— _ — — _ _ —
13.2
I
_ — — — —
REACH KZ4 —
_
6.
REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS.
I
— — —
2.7 7.8 2.7
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
���
P1 / P2 RESTORATION
— — — _ —
SECTIONS.
_
_ / \
STA 15+93 TO 27+38
_
BANKFULL STAGE
7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
/
— — — —
— — — —
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
110
19+00
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EXISTING CONTOUR MINOR 46
13.2
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BANKFULL STAGE
EXISTING WETLAND
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— — —
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T1754
EXISTING BOTTOM OF BANK — — — — BB—
BT1753
2.3
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PROPOSED CENTERLINE OF
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EXISTING FENCELINE — X
— — — — —
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EXISTING TREELINE
— —
—
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— =
TYPICAL RIGHT MEANDER CROSS SECTION
PROPOSED TOP OF BANK
MARK EARL HILL
ALLEN CLAUDE HILL
\
13.2
APPROXIMATE
DB 4706, PG 40 PB 76,
\
LIMITS OF GRADING
PG 8
3.9 7.0
�
LIMITS OF PROPOSED
Lx
CONSERVATION EASEMENT
EBX-NEUSE I, LLC. DB
BANKFULL STAGE
4706, PG 822 PB 82,
PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
PG 229
2.3
PROPOSED FILL AREA 01xM
DIFFUSE FLOW STRUCTURE
150
150
(SEE DETAIL DWG D4)
GL
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
147
147
DOUBLE LOG DROP �
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
144
144
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
141
141
LOG J -HOOK
PR POS D
(SEE DETAIL DWG D6)
TDPE)1 BA,
EXISTING RA E ALONG
STREAM CENTERLINE
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
A 18+40
S A 20+48
138
/7S
138
BRUSH BED SILL
— —
�
(SEE DETAIL DWG D6)
— — — —
I
— — —
— 77,
— — —
— — —
—
FLOODPLAIN SILL
I
(SEE DETAIL DWG D4)
135
I
135
CHANNEL. SLC PE _ -0.2 % I
I
LOG GRADE CONTROL
(PROFILE)
LOG SILL
(PROFILE)
132
132
P OP SED
DOUBLE LOG DROP
(PROFILE)
CHANNEL B D
LOG VANE / J -HOOK
(PROFILE) O
129
129
BRUSH BED SILL
MR
(PROFILE)
RIFFLE GRADE CONTROL
126
126
(PROFILE)
125
125
17+9U8+00
18+50
19+00 19+50
20+00 20+50 21+00
21+5022+00
SCALE: HOR 1"=30';
VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
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Q.C. DATE: DEC 2016
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20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NOTES:
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
13.2
1.
IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
2 FULL SCALE
"
1 = HALF SCAL�
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LOG GRADE CONTROL STRUCTURE
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S6
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
NOTES:
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1 = HALF SCALE
14.0
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Q.C. DATE: DEC 2016
\ EBX-NEEC
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PROJ. NO.:
20160023.00. RA
PG 229 I \ \ �- \ \ 4766, PG 822 PB 82,
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TYPICAL LEFT MEANDER CROSS
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LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
144
144
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
141
141_
LOG J -HOOK
(SEE DETAIL DWG D6)
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26+80
27+00 27+50
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SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
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1 = HALF SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S7
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
NOTES:
\
INC. LICENSE NO. F-0374
14.0
FULL SCALE: 1 "=30
1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
0 30
60
2"— FULL SCALE
"
1 = HALF SCALE
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DOWNSTREAM DIRECTION.
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PROJ. DATE: OCT 2016
7. IN STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
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PROJ. NO.:
BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES MAY BE USED
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20160023.00. RA
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
PG 142
/ �N////
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DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
144
144
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
141
141
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
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LOG GRADE CONTROL STRUCTURE
138
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(SEE DETAIL DWG D2)
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129
,
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SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
INC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
q
(v) 919.782.0495
NOTES:
www.wkdickson.com
T1094
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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BANKFULL STAGE
PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
T1357
X
/\
/ \
2.5
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DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
144
144
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
SECTION
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4) �\
141
141
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
138
138
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK �
(SEE DETAIL DWG D6)
STREAM EN ERLINE
135
ROP SE
135
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126
126
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123
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(PROFILE)
120
120
35+20
35+50 36+00 36+50
37+00 37+50 38+00 38+50
39+00 39+50
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(1 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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2" = FULL SCALE
"
1 = HALF SCALE
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Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S9
PROJI. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
D1�
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
T1790
/ \ \ \ \ 14,0 \ \ r14
(fl 919.782.9672
www.wkdickson.com
NOTES:
/
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DRAWING NUMBER:
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/ — Q
MITCHELL BRENDA
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LIMITS OF PROPOSED
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/ / \ X
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
2.5
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4) 41
144
144
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
141
141
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
138
138
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
(SEE DETAIL DWG D6)
135
135
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
PRO OS D EXIS ING GRADE A ON
BRUSH BED SILL
(SEE DETAIL DWG D6)
132
SIL
132
I.LOG
OG ILL
TA 4 +Q9
FLOODPLAIN SILL
_ _
I EL V 128.37
I
I /
LOG GRADE CONTROL
(PROFILE)
129
129
I CHANNEL
LOP =- 0
I
LOG SILL
I
(PROFILE)
DOUBLE LOG DROP
126
126
(PROFILE)
HAN
EL ED
LOG VANE / J -HOOK O
(PROFILE)
123
123
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
120
120
39+50 40+00 40+50
41+00 41+50
42+00 42+50
43+00
43+50 44+00
SCALE: HOR 1"=30'; VERT
1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
D1�
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
301 301
RC1
www.wkdickson.com
NOTES:
INC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
301
331
60
14.0
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
PROPOSED CHANNEL.
Sil
PROJ. NO.:
14.0
20160023.00. RA
6.
REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS.
3.0 8.0 3.0
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
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/
/�
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�-
/
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P1 RESTORATION
� k 6 � � �
STA 41 +87 TO 64+67
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4s+00 CID
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47
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JAMES NELSON
�\ /
EXISTING TREELINE
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TYPICAL RIGHT MEANDER CROSS SECTION
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14.0
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-- �13p
3,8 7.7
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PROPOSED CHANNEL PLUG
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(SEE DETAIL DWG D2) MM
2.5
PROPOSED FILL AREA 01xM
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
144
144
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
141
141
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
138
138
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
(SEE DETAIL DWG D6)
135
135
PRI PO ED
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
OG ANE
BRUSH BED SILL
132
TA 4+6
132
(SEE DETAIL DWG D6)
E EV 126.89
IST NG GRADE ALONG
STREAM CENTERLINE
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
- - -
LOG GRADE CONTROL
129
— — _
— — — —
— —
—
129
(PROFILE)
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V
LOG SILL
\
(PROFILE)
CHANNEL LOPE -0 23 o
DOUBLE LOG DROP
126
I
126
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PR POS D
CHINNEL BED
(PROFILE)O
123
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123
BRUSH BED SILL
TA 7+12
(PROFILE)
ELEV 1 6.40
RIFFLE GRADE CONTROL
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120
120
44+00
44+50
45+00 45+50
46+00 46+50 47+00
47+50 48+00+10
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
INC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
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"
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
3�1
(fl 919.782.9672
www.wkdickson.com
NOTES:
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
3C1
60
2" FULL SCALE
"
1 = HALF SCALE
W
H
�
N
3�1
331
14.0
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ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
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PROJ. DATE: OCT 2016
FILL EXISTING CHANNEL.
Q.C.: FM
Q.C. DATE: DEC 2016
TYPICAL SHALLOW CROSS SECTION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
S12
PROJ. NO.:
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
SEE DWG D2
PROPOSED CHANNEL.
�
\
14.0
/
6.
REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS.
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3.0 8.0 3.0
THIS MATERIAL SHALL BE INSTALLED ON THE PROPOSED BED OF SHALLOW CHANNEL
\ _ P1 RESTORATION
/
SECTIONS.
_
— = STA 41+87 TO 64+67
/ 52+00
BANKFULL STAGE
7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
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STRAIGHT REACH
EXISTING CONTOUR MAJOR 50—
S5
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EXISTING CONTOUR MINOR 46
\\ \
14.0
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PROPOSED CONTOUR MINOR
BANKFULL STAGE
EXISTING WETLAND
EXISTING TOP OF BANK — — — — TB
EXISTING BOTTOM OF BANK — — — — BB
2.5
PROPOSED CENTERLINE OF
CHANNEL
\
EXISTING FENCELINE — — — — X
EXISTING TREELINE
\
TYPICAL RIGHT MEANDER CROSS SECTION
PROPOSED TOP OF BANK
� CONTROL POINT
14.0
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\N=629,568.5182'
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JAMES NELSON
lip
3.8 7.7
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LIMITS OF PROPOSED
Ux
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CREECH MITCHELL
DB 1533, PG 481
CONSERVATION EASEMENT
BANKFULL STAGE
PROPOSED CHANNEL PLUG
LCE
LCE LCE LCE LCE
(SEE DETAIL DWG D2)
MM
2.5
PROPOSED FILL AREA 01xM
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4) 41
144
144
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
141
141
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
138
138
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
LOG J -HOOK
(SEE DETAIL DWG D6)
135
135
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
BRUSH BED SILL
(SEE DETAIL DWG D6)
132
132
E ISTI G RAD ALONG-
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
PRC POSED
OG ILL
T K7
LOG GRADE CONTROL
(PROFILE)
STA 5 +99
129 — —
— — — —
— ELEV 125.45
129
— — — — — — —
LOG SILL
_
(PROFILE)
—
— —
DOUBLE LOG DROP
126
-
126
(PROFILE)
LOG VANE / J -HOOK
(PROFILE) O
I �
BRUS ED SILL
123
123
(PROFILE)
CHANNE L BE
RIFFLE GRADE CONTROL
(PROFILE)
120
120
48+10 48+50
49+00 49+50 50+00 50+50 51+00
51+50 52+00
52+50 52+80
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
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1 = HALF SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S12
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
3Q1/
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
NOTES:
0 30
n14.0
M1.
2 FULL SCALE
1" = HALF SCALE
IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
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CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
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SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
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DRAWING NUMBER:
S13
PROJ. NO.:
BANKFULL STAGE
7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
301 Y1467
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1 i
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SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
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Q.C. DATE: DEC 2016
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
4
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
NOTES:
0 30
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132
132
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(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
129
129
(SEE DETAIL DWG D4)
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117
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114
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111
111
110
110
61+80 62+00
62+50
63+00 63+50 64+00
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SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT KZ.dwq - July 17, 2017 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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2" FULL SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S1 5_
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
3DB
0 30
60
2"— FULL SCALE
"
1 = HALF SCALE
/
NOTES:
Q
N
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Q.C. DATE: DEC 2016
,
DRAWING NUMBER:
S1 6_
PROJ. NO.:
20160023.00. RA
// *�
5.
UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
AND STABILIZATION SHALL BE PLACED INSIDE THE EXISTING CHANNEL TO BE
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PROPOSED CHANNEL.
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REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS.
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\ ENHANCEMENT III
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— — STA 00+22 TO STA 03+94
— —
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(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
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EXISTING FENCELINE — — — — X
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NE INV=140.16 n
PROPOSED CHANNEL PLUG
SW INV=139.67
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
BRUSH TOE
(SEE DETAIL DWG D3)
153
153
CHANNELFORD
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
150
150
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
147
147
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
LOG VANE
(SEE DETAIL DWG D3)
I(
LOG J -HOOK
144
— — — — L — — — LT — GT
144
(SEE DETAIL DWG D6)
— —RT-- — RT --— _ /�
— — T— — �-
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— — RT —
RIFFLE GRADE CONTROL
EXI TIN GR DE LONG — R
\ GT
(SEE DETAIL DWG D6)
—
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1
— _ _ — —
— LT
— — RT
BRUSH BED SILL
141
141
(SEE DETAIL DWG D6)
—
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
138138
LOG GRADE CONTROL
LOG SILL
(PROFILE)
135
135
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
(PROFILE)
132
132
RIFFLE GRADE CONTROL
(PROFILE)
130
130
0+00
0+50 1+00 1+50 2+00
2+50
3+00
3+50
3+99
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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1 = HALF SCALE
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
S1 6_
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NOTES:
77
-�\
7.0
60
2" FULL SCALE
"
1 = HALF SCALE
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1. IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
t-
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T1743
BANKFULL STAGE
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3. ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
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0
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0.8
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4. CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
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STA 15+93 TO STA 27+38
I- = CV
BANKFULL STAGE
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00
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7. IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
4+
- - ��
I /j/j
I \\\ /
Q.C. DATE: DEC 2016
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
DRAWING NUMBER:
S17
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00
174
20160023.00. RA
0.7
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LEGEND
TYPICAL POOL CROSS SECTION
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EXISTING CONTOUR MAJOR _50—
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BEGIN RESTORATION
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EXISTING BOTTOM OF BANK - BB
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PROPOSED CENTERLINE OF
FILL EXISTING CHANNEL.
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ALLEN C LAUDE
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SEE DWG D2 / �\ /
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EXISTING TREELINE
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BANKFULL STAGE
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
1.2
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
150
150
TYPICAL LEFT MEANDER CROSS
BRUSH TOE
(SEE DETAIL DWG D3)
SECTION
CHANNELFORD
147
147
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
144
144
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
141
141
LOG VANE
PROPOSED
(SEE DETAIL DWG D3)
OP OF BANK_ LOO SIL
ST 8+2
I(
LOG _
STA 7+63
WG D6)
(SEE DETAIL DWG D6)
E EV 35.3
TA +75 i - - /^
/
RIFFLE GRADE CONTROL
138 EXISTING
RAD E ALONG — 138
(SEE DETAIL DWG D6)
STREAM
CE TER INE
BRUSH BED SILL
(SEE DETAIL DWG D6)
135
— — — — — \ 135
FLOODPLAIN SILL
-
(SEE DETAIL DWG D4)
1
LOG GRADE CONTROL
(PROFILE)
PROPOSED-)
132
132
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
129
129
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
126
126
125
125
4+65 5+00 5+50
6+00 6+50 7+00 7+50 8+00 8+50 8+65
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
"
1 = HALF SCALE
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PROD. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S17
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
\\
NOTES:
(fl 919.782.9672
www.wkdickson.com
1 j1752 11`� \
\
6.0
I
1.
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DOWNSTREAM DIRECTION.
0 30
60
\ I
1.5 1.5
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2.
ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
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�/06,
I 1 `
\\ \ 1
1 I BANKFULL STAGE
�\ `
3.
ALL IMPERVIOUS DIKES AND BYPASS PUMPING EQUIPMENT SHALL BE MODIFIED AT THE
END OF EACH DAY TO RESTORE NORMAL FLOW BACK TO THE CHANNEL.
U)
LLC.. D :3 4 4
� 111
1
\
0
NG 822 PB 02,x
NG 229
OQ \ `
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4.
CONTRACTOR SHALL NOT COMPACT SOIL AROUND ROOTS OR TREES TO REMAIN, AND
SHALL NOT DAMAGE SUCH TREES IN ANY WAY. EXCAVATED OR OTHER MATERIAL
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THE TREES TO BE SAVED.
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ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
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0 0 1.2
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00
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PROJ. DATE: OCT 2016
7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
Q.C. DATE: DEC 2016
DRAWING NUMBER:
(BRUSH TOES, LOG VANES, ROOT WADS, AND LOG TOES) MAY BE USED
S18
PROJ. NO.:
20160023.00. RA
INTERCHANGEABLY THROUGHOUT THE PROJECT PER APPROVAL FROM DESIGNER.
I
8+009+00
\�
zNV�
*90
TU
LEGEND
EXISTING CONTOUR MAJOR _50—
EXISTING CONTOUR MINOR 46
\\
�\ / \
I
PROPOSED CONTOUR MAJOR rjQ
REMOVE EXISTING
PIPES
AND DISPOSE OF OFF-SITE REACH KZ5 \ \�
P2 RESTORATIONS\
PROPOSED CONTOUR MINOR �D
/
STA 08+65 TO STA 10+17 \ 11 �� \
\\
EXISTING WETLAND
-140
FILL EXISTING CHANNEL.
SEE DWG D2 II�
EXISTING TOP OF BANK — — — — TB
1 -
II
EXISTING BOTTOM OF BANK — BB
---
+
PROPOSED CENTERLINE OF
CHANNEL
\ \\\ \\\
EXISTING FENCELINE — — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
REACH KZ4
P1 / P2 RESTORATION \ \
1
APPROXIMATE
LIMITS OF GRADING
STA 15+93 TO STA 27+38 I
I
LIMITS OF PROPOSED
LCE
\\ \
I
CONSERVATION EASEMENT
\\
\\
PROPOSED CHANNEL PLUG
l \
(SEE DETAIL DWG D2) MM
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
150
150
(SEE DETAIL DWG D4) 41
BRUSH TOE
(SEE DETAIL DWG D3)
CHANELFORD
147
147
(SEED DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
144
144
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
141
141
LOG VANE
(SEE DETAIL DWG D3)
DO BLE OG PROP(SEE
LOG _
DETAIL DWWGG6)
D6)
138
RUS BE SIL
ST 8+807
LEV 34.4
ST 9D
T P O BA K ELEV. 33+.9521
138
RIFFLE GRADE CONTROL
(SEE DETAIL DWG D6)
OU LEL G ROP
EXISTING GRADE
ALONG
+88. -
STREAM
CE TE LINE
ELEV 133.93 1BRUSH
BED SILL
(SEE DETAIL DWG D6)
135
135
FLOODPLAIN SILL
-0.340
(SEE DETAIL DWG D4)
-0.3 %
LOG GRADE CONTROL
(PROFILE)
132
PR PO ED I 132
HAN EL BED
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
129
129
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
126
126
125
125
6+24 6+50
7+00 7+50
8+00 8+50
9+00 9+50 10+00 10+24
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
"
1 = HALF SCALE
Lij
Q
N
t-
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
S18
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwg - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NOTES:
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
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SECTIONS.
7.
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AA \ \
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
PROPOSED FILL AREA 01xM
135
135
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
BRUSH TOE
(SEE DETAIL DWG D3)
132
132
HANNELF RD
(SEE DETAIL DWG D3)
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
129
129
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
126
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(SEE DETAIL DWG D3)
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120
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(SEE DETAIL DWG D4)
LOG GRADE CONTROL
(PROFILE)
117
117
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(PROFILE)
114
114
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(PROFILE)
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111
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0+00
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4+85
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwg - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S19
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NOTES:
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
"
1 = HALF SCALE
Q
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Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
PROPOSED CHANNEL.
S20
PROJ. NO.:
20160023.00. RA
6.
REMOVE AND STOCKPILE GRAVEL SUBSTRATE LOCATED WITHIN EXISTING CHANNELS.
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INSTALL COIR MATTING. III III
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PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
129
129
BRUSH TOE
(SEE DETAIL DWG D3)
CHANNELFORD
(SEE DETAIL DWG D3)
126
126
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
123
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/
(SEE DETAIL DWG D6)
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117
117
(SEE DETAIL DWG D6)
BRUSH BED SILL
N4
(SEE DETAIL DWG D6)
SILL
114
114
(SEE DETAIL DWG D4)
LOG GRADE CONTROL
(PROFILE)
111
111
LOG SILL
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
108
108
BRUSH BED SILL
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
105
105
4+85
5+00 5+50
6+00 6+50 7+00
7+50 8+00
8+50 9+00
9+50
9+90
SCALE:
HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" FULL SCALE
"
1 = HALF SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S20
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwg - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
X71
(fl 919.782.9672
www.wkdickson.com
NOTES:
NC. LICENSE NO. F-0374
v�
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
"
1 = HALF SCALE
F--
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H
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IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
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ALL EXCAVATED MATERIAL MUST BE PLACED WITHIN DESIGNATED STOCKPILE AREAS.
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EXISTING TOP OF BANK - - - - TB
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EXISTING BOTTOM OF BANK - - - - BB
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STA 11+35 TO STA 14+94
mPROPOSED
CENTERLINECHANNEL
EXISTING FENCELINE
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J
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PROPOSED TOP OF BANK
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U
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2) MM
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
129
129
BRUSH TOE
(SEE DETAIL DWG D3)
CHANNELFORD
(SEE DETAIL DWG D3)
126
126
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
123
123
LOG SILL
RT
(SEE DETAIL DWG D4)
-
-_ _- LT _
- - - - /
RT - L RT
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120
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RIFFLE GRADE CONTROL
v
(SEE DETAIL DWG D6)
117
LOG SILL
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117
STREAM CENTER -INE
BRUSH BED SILL
(SEE DETAIL DWG D6)
ELE 119.3
FLOODPLAIN SILL
(SEE DETAIL DWG D4)
114
114
LOG GRADE CONTROL
(PROFILE)
SILL
111
111LOG
(PROFILE)
DOUBLE LOG DROP
(PROFILE)
BRUSH BED SILL
108
108
(PROFILE)
RIFFLE GRADE CONTROL
(PROFILE)
105
105
9+900+00
10+50 11+00
11+50 12+00
12+50 13+00 13+50
14+00
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SCALE: HOR 1"=30';
VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwg - December 5, 2016 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
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Q.C. DATE: DEC 2016
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PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
"
1 = HALF SCALE
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Q.C.: FM
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DRAWING NUMBER:
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a
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5.
UNLESS NOTED OTHERWISE, FILL MATERIAL GENERATED FROM CHANNEL EXCAVATION
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7.
IN -STREAM STRUCTURES PROPOSED ALONG THE OUTSIDE OF MEANDER BENDS
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ENHANCEMENT III
XQ
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EXISTING CONTOUR MAJOR _50—
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PROPOSED TOP OF BANK
APPROXIMATE
LIMITS OF GRADING
LIMITS OF PROPOSED
Lx
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PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2)
PROPOSED FILL AREA
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
129
129
BRUSH TOE
(SEE DETAIL DWG D3)
CHANNELFORD
(SEE DETAIL DWG D3)
126
126
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
123
123
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
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114
114
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LOG GRADE CONTROL
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111
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(PROFILE)
1 O8
1 O8
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RIFFLE GRADE CONTROL
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105
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14+70
15+00
15+50 16+00
16+50 17+00 17+50
18+00
18+50 19+00
19+511+60
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
"
1 = HALF SCALE
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
S22_
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
NOTES:
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
"
1 = HALF SCALE
W
F --
Q
1.
IN GENERAL, STREAM CONSTRUCTION SHALL PROCEED FROM AN UPSTREAM TO
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PROJ. DATE: OCT 2016
Q.C.: FM
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Q.C. DATE: DEC 2016
ABANDONED AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE TOWARDS THE
S23_
PROJ. NO.:
PROPOSED CHANNEL.
20160023.00. RA
4 AA
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EXISTING CONTOUR MAJOR _50—
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EXISTING WETLAND
EXISTING TOP OF BANK — — — — TB
EXISTING BOTTOM OF BANK — — — — BB
PROPOSED CENTERLINE OF
CHANNEL
EXISTING FENCELINE — — — — X
EXISTING TREELINE
PROPOSED TOP OF BANK
APPROXIMATE
LIMITS OF GRADING
LIMITS OF PROPOSED
Lx
CONSERVATION EASEMENT
PROPOSED CHANNEL PLUG
(SEE DETAIL DWG D2) MM
PROPOSED FILL AREA 01xM
DIFFUSE FLOW STRUCTURE
(SEE DETAIL DWG D4)
129
129
BRUSH TOE
(SEE DETAIL DWG D3)
CHANNELFORD
(SEE DETAIL DWG D3)
126
126
DOUBLE LOG DROP
(SEE DETAIL SHEET D4)
LOG TOE PROTECTION
(SEE DETAIL DWG D2)
123
123
LOG SILL
(SEE DETAIL DWG D4)
LOG GRADE CONTROL STRUCTURE
(SEE DETAIL DWG D2)
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EXISTING GRADE ALO G
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(SEE DETAIL DWG D4)
114
114
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111
111
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DOUBLE LOG DROP
(PROFILE)
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108
108
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(PROFILE)
105
105
19+60
20+00
20+50
21+00 21+50 22+00
22+50 22+88
SCALE: HOR 1"=30'; VERT 1"=3'
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT TRIBS.dwq - December 5, 2016 - Ben Carroll
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=30
0 30
60
2" = FULL SCALE
"
1 = HALF SCALE
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
S23_
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT PLANTING.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=200'
0 200
400
2" = FULL SCALE
1 " = HALF SCALE
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LEGEND
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COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT PLANTING.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
FULL SCALE: 1 "=200'
0 200
400
2" = FULL SCALE
1 " = HALF SCALE
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F 1
PROJ. NO.:
20160023.00. RA

WHEN AND WHERE TO USE IT
DDICKSON
community infrastructure consultants
Transportation + Water Resources
SILT FENCE IS APPLICABLE IN AREAS: 1.25
LB./LINEAR FT. STEEL POSTS
FLOW
(v) 919.782.0495
WHERE THE MAXIMUM SHEET OR OVERLAND FLOW PATH LENGTH TO THE FENCE IS 100 -FEET.
WHERE THE MAXIMUM SLOPE STEEPNESS (NORMAL [PERPENDICULAR] TO FENCE LINE) IS 2H:1 V.
EXTRA STRENGTH
6
B MIDDLE LAYER
NC. LICENSE NO. F-0374
TOP LAYER
THAT DO NOT RECEIVE CONCENTRATED FLOWS GREATER THAN 0.5 CFS.
FILTER FABRIC
4-1
BOTTOM LAYER
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DO NOT PLACE SILT FENCE ACROSS CHANNELS OR USE IT AS A VELOCITY CONTROL BMP.
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CONSTRUCTION SPECIFICATIONS:
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1. USE A SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER,
0
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TRENCH 0.25' DEEP ONLY WHEN
WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
\`
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IN ASTM D 6461. SYNTHETIC FILTER FABRIC SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND
I±
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PLAN VIEW ENDS OF BAGS IN
ADJACENT
a
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PLACED ON EARTH SURFACE
STABILIZERS TO PROVIDE A MINIMUM OF 6 MONTHS OF EXPECTED USABLE CONSTRUCTION LIFE AT
BACKFILL TRENCH WITH
FOR STEEL POSTS
\ \
ROWS BUTTED SLIGHTLY
Q w w
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A TEMPERATURE RANGE OF 0' TO 120° F.
COMPACTED EARTH
\ ` \` \�
SEE NOTE
TOGETHER
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2. ENSURE THAT POSTS FOR SEDIMENT FENCES ARE 1.33 LB/LINEAR FT STEEL WITH A MINIMUM
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SEE NOTE
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LENGTH OF 5 FEET. MAKE SURE THAT STEEL POSTS HAVE PROJECTIONS TO FACILITATE
FASTENING THE FABRIC.
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LOWEST POINT GROUND
/LEVEL
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CONSTRUCTION:
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1. CONSTRUCT THE SEDIMENT BARRIER OF EXTRA STRENGTH SYNTHETIC FILTER FABRICS.
a)
BURY FABRIC
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2. ENSURE THAT THE HEIGHT OF THE SEDIMENT FENCE DOES NOT EXCEED 24 INCHES ABOVE THE
USE EITHER FLAT
-BOTTOM
-
Q.C. DATE: DEC 2016
DRAWING NUMBER:
GROUND SURFACE. (HIGHER FENCES MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE OR V -BOTTOM TRENCH
% �� i �/ EARTH SURFACE
FAILURE OF THE STRUCTURE.)
SHOWN BELOW
SECTION A -A
20160023.00. RA
3. CONSTRUCT THE FILTER FABRIC FROM A CONTINUOUS ROLL CUT TO THE LENGTH OF THE BARRIER
SILT FENCE INSTALLATION
NOTES:
TO AVOID JOINTS. WHEN JOINTS ARE NECESSARY, SECURELY FASTEN THE FILTER CLOTH ONLY AT
A SUPPORT POST WITH 4 FEET MINIMUM OVERLAP TO THE NEXT POST.
NOTE: END OF DIKE AT GROUND LEVEL TO BE
1.
EXCAVATION SHALL BE PERFORMED ONLY IN DRY AND/OR
4. EXTRA STRENGTH FILTER FABRIC WITH 6 FEET POST SPACING DOES NOT REQUIRE WIRE MESH
HIGHER THAN THE LOWEST POINT OF FLOW
ISOLATED SECTIONS OF CHANNEL.
SUPPORT FENCE. SECURELY FASTEN THE FILTER FABRIC DIRECTLY TO POSTS. WIRE OR PLASTIC
CHECK. SUFFICIENT SANDBAGS ARE TO BE
ZIP TIES SHOULD HAVE MINIMUM 50 POUND TENSILE STRENGTH.
PLACED TO PREVENT SCOURING.
2.
IMPERVIOUS DIKES SHOULD BE USED TO ISOLATE WORK AREAS
5. EXCAVATE A TRENCH APPROXIMATELY 4 INCHES WIDE AND 8 INCHES DEEP ALONG THE PROPOSED FILTER
FABRIC
FILTER FABRIC
FROM STREAM FLOW.
LINE OF POSTS AND UPSLOPE FROM THE BARRIER.
6. PLACE 12 INCHES OF THE FABRIC ALONG THE BOTTOM AND SIDE OF THE TRENCH. COMPACTED
COMPACTEDSANDBAG
BARRIERS SHALL BE CONSTRUCTED OF THREE LAYERS OF
3.
THE CONTRACTOR SHALL NOT DISTURB MORE AREA THAN CAN
7. BACKFILL THE TRENCH WITH SOIL PLACED OVER THE FILTER FABRIC AND COMPACT. THOROUGH EARTH p
EARTH p
SANDBAGS. THE BOTTOM LAYER SHALL CONSIST OF 3 ROWS OF BAGS, THE
BE STABILIZED IN ONE WORKING DAY. A MAXIMUM OF 200 FEET
COMPACTION OF THE BACKFILL IS CRITICAL TO SILT FENCE PERFORMANCE.
0
10
MIDDLE LAYER SHALL CONSIST OF 2 ROWS OF BAGS AND THE TOP LAYER SHALL
MAY BE DISTURBED AT ANY ONE TIME.
8. DO NOT ATTACH FILTER FABRIC TO EXISTING TREES.
RUNOFF 02
RUNOFF CO
CONSIST OF 1 ROW OF BAGS. THE RECOMMENDED DIMENSION OF A FILLED
SANDBAG SHALL BE APPROXIMATELY 0.5 FT X 0.5 FT X 1.5 FT.
4.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING
PUMP SIZE SUFFICIENT TO PUMP BASE FLOW.
MAINTENANCE: p
co
INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED
�1
N
N F1
5.
DIKE MUST BE CONSTRUCTED OF NON -ERODIBLE MATERIALS
SUCH AS SANDBAGS.
REPAIRS IMMEDIATELY.
J'
SANDBAG IMPERVIOUS DIKE
\I
NTS
SEQUENCE
OF CONSTRUCTION FOR TYPICAL PUMP AROUND
SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE,
--LI
REPLACE IT PROMPTLY. FILTER
4"
FILTER FABRIC
1.
INSTALL STILLING BASIN AND STABILIZED OUTFALL USING CLASS
FABRIC
A RIP RAP AT THE DOWNSTREAM END OF THE DESIGNATED
REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT
PROJECT WORKING AREA.
RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE
V -SHAPED TRENCH DETAIL
DURING CLEANOUT.
FLAT -BOTTOM TRENCH DETAIL
2.
THE CONTRACTOR SHALL INSTALL THE PUMP AROUND PUMP AND
THE TEMPORARY PIPING THAT WILL CONVEY THE BASE FLOW
REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE
FROM UPSTREAM OF THE WORK AREA TO THE STABILIZED
AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED.
OUTFALL.
3.
INSTALL UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
TEMPORARY SILT FENCE
G�OPO COARSE AGGREGATE-
OPERATIONS FOR STREAM DIVERSION.
�\S(\� o STONE SIZE = 2"-3"
4.
INSTALL THE DOWNSTREAM IMPERVIOUS DIKE AND DEWATERING
NTS
F'
PUMPING APPARATUS IF NEEDED TO DEWATER THE ENTRAPPED
O O
0 0 0 o
AREA. THE PUMP AND HOSE FOR THIS PURPOSE SHALL BE OF
SUFFICIENT SIZE TO DEWATER THE WORK AREA. THIS WATER
2[
WILL ALSO BE PUMPED TO AN OUTFALL STABILIZED WITH CLASS
A RIP RAP.
o
2"X1" OR 2"X2"
`°
5.
THE CONTRACTOR SHALL EXCAVATE ANY ACCUMULATED SILT
WOODEN STAKE MINIMUM 9" EROSION
o 0 0 0
AND DEWATER BEFORE REMOVAL OF THE IMPERVIOUS DIKE.
EXISTING CONTROL STRAW WATTLE NOTE:
WHEN DEWATERING AREA, ALL DIRTY WATER MUST BE PUMPED
OR COIR WATTLE/LOG
EROSION CONTROL WATTLES OR COIR LOGS/WATTLES MAY BE USED IN
THROUGH A SILT BAG. REMOVE IMPERVIOUS DIKES, PUMPS, AND
GRADE
PLACE
OF SILT FENCE.
O
TEMPORARY FLEXIBLE HOSE/PIPING STARTING WITH THE
SO
DOWNSTREAM DIKE FIRST.
SLOPE
\\J�\\l�\7l\� �
S
6.
ONCE THE WORKING AREA IS COMPLETED, REMOVE ALL RIP RAP
AND IMPERVIOUS DIKES AND STABILIZE DISTURBED AREAS WITH
EROSION CONTROL WATTLE
��S���e
SEED AND MULCH.
NTS
7.
ALL WORK IN CHANNEL MUST BE COMPLETED BEFORE REMOVING
INSTALL WATTLE IN 3"
IMPERVIOUS DIKE.
TO 5" TRENCH
PURPOSE:
STABILIZED CONSTRUCTION ENTRANCES SHOULD BE USED AT ALL POINTS WHERE TRAFFIC WILL BE
LEAVING A CONSTRUCTION SITE AND MOVING DIRECTLY ONTO A PUBLIC ROAD.
INSTALLATION NOTES:
KEY -IN MATTING PER
CONSTRUCTION SPECIFICATIONS:
2.0'
FIG. 1 OR FIG. 2
1. CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE
FLOW
SITE PREPARATIONM,
IN. ,
MATERIAL AND PROPERLY GRADE IT.
2. PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE DETAIL, AND
GRADE AND COMPACT AREA.
SMOOTH IT.
INTAKE HOSE
-'-'-
3. PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET.
CLASS A
REMOVE ALL ROCKS, CLODS, VEGETATION, AND OBSTRUCTIONS SO THAT MATTING WILL HAVE
`......
`""""
4. USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS
STONE
DIRECT CONTACT WITH THE SOIL.
N.
SUBJECT TO SEEPAGE OR HIGH WATER TABLE.
PUMP AROUND
PREPARE SEEDBED BY LOOSENING 3 TO 4 INCHES OF TOPSOIL ABOVE FINAL GRADE.
KEY -IN AND/OR
PUMP
STAKE MATTING
MAINTENANCE:
TEST SOILS FOR ANY NUTRIENT DEFICIENCIES AND SUBMIT SOIL TEST RESULTS TO THE
JUST ABOVE
WORK
ENGINEER. APPLY ANY TREATMENT SUCH AS LIME OR FERTILIZERS TO THE SOIL IF NEEDED.
CHANNEL TOE
MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE
DE -WATERING
AREA
CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH 2 -INCH STONE. AFTER EACH
PUMP
SEEDING
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
SEE SHEETS P1 AND P2 FOR SEEDING REQUIREMENTS.
ROADWAYS, OR AIRFIELD PAVEMENTS.
IMPERVIOUS
APPLY SEED TO SOIL BEFORE PLACING MATTING.
DIKE
IMPERVIOUS DIKE
INSTALLATION -STREAM BANK
TRENCH APPROX.
TRENCH APPROX. SOIL PILE
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
SEE GRADING NOTES ON PLAN AND PROFILE SHEETS AND DETAIL SHEETS FOR INFORMATION SOIL PILE
8" WIDE X 8" DEEP
8" WIDE x 8' DEEP FROM TRENCH � ....••....
REGARDING WHAT AREAS ARE TO RECEIVE COIR MATTING. FROM TRENCH
FLOW '
NTS
�-
18" '•
OVERLAP ADJACENT MATS 3" (IN DIRECTION PARALLEL TO FLOW) AND ANCHOR EVERY 12"
�`•
�� t'
FLOW
DISCHARGE HOSE
ACROSS THE OVERLAP. THE UPSTREAM MAT SHOULD BE PLACED OVER THE DOWNSTREAM ''
FLOW
�J'�%��%\T�/,�r/
\ \ \\��\ ,
GENERAL NOTES:
CLASS A
MAT. �
EDGES SHOULD BE SHINGLED AWAY FROM THE FLOW OF WATER.
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/ / / ,/
/ // //\//` /i
1. CONSTRUCT DAM
CONTROL MANUALACCORDING TO NCDENR EROSION B�] STONE WASHED.
STONE
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ty'\''l\�y\l/
'\\'\\r\\/\\/\\/ \\/\�
2. ROCK DAM RIPRAP SHALL BE 50/50 MIX OF CLASS I AND
NOTE: HOSE SHOULD BE
//////j�/�//
\\//\\/��\/�
\�\/\
A
KEPT OUTSIDE OF WORK
LAY MAT LOOSE TO ALLOW CONTACT WITH SOIL. DO NOT STRETCH TIGHT.
/\\
II. A
SILT
BAG AREA
ANCHOR MAT USING BIODEGRADABLE STAKES OR PINS.
\��
1 ROW OF STAPLES
%j/j\/
3. PLACE ROCK DAM AS SHOWN ON PLANS. EXTEND CLASS
LOCATION
\
1 ROW OF STAPLES
`\�\ OR STAKES, MIN. OF
B RIP RAP ROCK APRON 5 FEET DOWNSTREAM FROM TOE
OF ROCK DAM.
\jj\\\/
24" O.0
CUT 8" x 8" TRENCH ALONG TOP OF BANK FOR MAT TERMINATION AS SHOWN IN FIGURES 1 & 2. ,
OR STAKES, MIN. OF
EXTEND MAT 2 TO 3 FEET PAST TOP OF BANK.
24" O.0
STEP 1
STABILIZED OUTFALL
PLACE ADJACENT ROLLS IN THE ANCHOR TRENCH WITH A MINIMUM OF 4" OVERLAP. SECURE
STEP 1CLASS
A STONE FILTER FABRIC
WITH BIODEGRADABLE STAKES OR PINES, BACKFILL ANCHOR TRENCH, AND COMPACT SOIL.
1.5' THICK I
5'-0" MIN. CLASS B g.J
STAPLE AT 12" INTERVALS ALONG OVERLAP.
1 ROW OF STAPLES
1 ROW OF STAPLES
ROCK APRON
F�
OR STAKES, MIN. OF
OR STAKES, MIN. OF
PLAN
DISCHARGE
STREAM BANK MATTING TO BE INSTALLED FROM TOE OF BANK TO A MINIMUM OF 2.0' PAST 18" O.0
12" O.0
EXISTING HOSE
TOP OF BANK. SEE FIGURE 3 FOR TERMINATION AT TOP OF BANK.
.•
SPILLWAY 2:1
CREST
GROUND
t- �c��`\��'\��y\\�rf�
//,
FLOW
W (SPILLWAY)
IF MORE THAN ROLL IS REQUIRED TO COVER THE CHANNEL FROM THE TOP OF BANK DOWN TO
/
\/\/\\/`
��/�\
1' MIN OF 5
# MIN 2/3 STREAM WIDTH
3:1 WASHED STONEOUTFALL
STABILIZED
15' TO 20'
THE TOE, THEN OVERLAP MATTING BY A MINIMUM OF 1'.%///////
.\`y��\�\r\��r�yj��:
,
CLASS I
CLASS
FILLED
RAP FLOW
a
A STONE
FROM SOIL PILE,
\\
/ //
1.5' THICK
i
COMPACT WITH FOOT
�// SOIL FILLED
2'
CLASS B
\�\\
EROSION CONTROL MATTING MUST MEET OR EXCEED THE
�// // //\//� FROM SOIL PILE,
2' -2' MIN.
ROCK APRON �:
BELOW
FOLLOWING REQUIREMENTS:
STEP 2
COMPACT WITH FOOT
�//��//\
LOWEST
BANK
• 100 %COCONUT FIBER (COIR) TWINE WOVEN INTO A..........
' LEVEL (MIN)
CLASS I AND
0
HIGH STRENGTH MATRIX.
• THICKNESS - 0.35 IN. MINIMUM.
STEP 2
CUTOFF II RIP RAP FILTER
TRENCH FILTER SECTION A -A FABRIC
FILTER FABRIC
8" OF CLASS A
STONE
• SHEAR STRESS -5 LBS/SQFT FIGURE 1
FIGURE 2�_EXISTING
SECTION 13-13 FABRIC
• FLOW VELOCITY- OBSERVED 16 FT/SEC
E
• WEIGHT - 29 OZ/SY
SILT BAG PROFILE
• OPEN AREA - 38%
• SLOPES - UP TO A MAXIMUM OF 1:1
COIR
MATTING
TEMPORARY ROCK CHECK DAM
PUMP AROUND & DEWATERING DETAIL
NTS
NTS
NTS
PYRIGHT n_ WK _ DICKSON K CO_ INC_ ALL RIGHTS RESERVED_ REPRODUCTION OR IJSE OF THE CONTENTS OF THIS DOCUMENT ADDITIONS OR DELETIONS TO THIS DnCIJMENT_ IN WHOLE nR IN PART_ WITHnIJT WRITTEN CONSENT nF W_K
FILE NAME: 0:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
INC__ IS PRnHIRITED_ ONLY COPIES FROM THE nRl
MENT_ MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL RE CONSIDERED TO RE VALID_ TRUE
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, INC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
D1
PROJ. NO.:
20160023.00. RA

PYRIGHT n_ W _ DICKSON A CO_ INC_ ALL RIGHTS RESERVED_ REPRnDIJCTInN nR 11SE OF THE CONTENTS nF THIS DOCUMENT- AD
THIS DOCl1MENT_ IN WHOLE OR IN PART_ WITHOl1T WRITTEN CONSENT OF W
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
INC__ IS PROHIRITED_ nNLY COPIES FROM THE
MENT_ MARKED WITH AN ORIGINAL SIGNATHRE AND SEAL SHALL RE CnNSIDERED TO RE VALID_ TRl1E
FLOW
DDICKSON
community infrastructure consultants
Transportation + Water Resources
NOTES:
Urban Development + Geomatics
720 Corporate Drive
COIR FIBER
1. LOGS SHOULD BE AT LEAST 10 INCHES IN DIAMETER, 5-8 FEET LONG, RELATIVELY STRAIGHT, AND
HARDWOOD.
(v) 919.782.0495
PROPOSED
STREAM BED
REBAR OR DUCKBILL
ANCHOR
MATTING
0.75" TO 2"
2. CABLE ANCHORS SHOULD BE PLACED V TO T FROM EACH END OF LOG. REBAR (5/8" MINIMUM DIAMETER
I I
NC. LICENSE NO. F-0374
FLAT TOP EN:DT
T MIN. LENGTH TYPICAL) MAY BE USED AS A SUBSTITUTION FOR CABLE ANCHORS PER DIRECTION OF
CHANNEL
FLOW
MIN 6.0'
O�
ENGINEER.
BOTTOM OF BANK
i
MIN 3.0'
3. IF REBAR IS USED, PRE -DRILL HOLES WITH 5/8" DRILL BIT.
i
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/j\��\a
-\\
0.5' TO 1.5'
LATERAL
A
COARSE BACKFILLCOARSE
\a
�_ -7-
UD LIVE STAKES SHOULD BE LONG ENOUGH
TO REACH BELOW THE GROUNDWATER
/ \ TABLE. (GENERALLY, A LENGTH OF 2 TO
H
AGGREGATE
BACKFILL (1" TO 43
FEET IS THE STAKES SHOULD DD HAVEA DIAMETER
O
//\ \�
/\\ /\\ /\/
IN THE RANGE OF 0.75 TO 2 INCHES.
rr
O
SIDE BRANCH
REMOVED AT SLIGHT
ANGLE
BANKFULL ELEVATION
~
0
MIN 18"
1/4 TO 1/3 OF LOG
B N N N
B
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\\/\\/\\ \ DIAMETER CAN BE EXPOSED
PRIOR TO FINAL GRADING
n n
NO
�\ COARSE AGGREGATE
(1" TO 4")
WATER TABLE
- -
/\\\\ =
FABRIC (NCDOT TYPE I) TACK FABRIC
TO LOG
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PROPOSED BED
/\\/\\\� \� \\\/\\/\\j \\�
i
CHANNEL TOP
OF BANK 5.0'
SECTION A -A
COIR FIBER
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A M I N
Z
45 DEGREE MATTING
TAPERED BUTT END
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PROPOSED
STREAM BANK
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MINIMUM OF 2/3 OF LOG
DIAMETER BEDDED BELOW
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HEADER LOG
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EXISTING CHANNEL INVERT
NOTES:
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10' MINIMUM LOG
DIAMETER MLO
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND
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o_ o O ¢1�
SECTION VIEW
RECENTLY HARVESTED.
Q.C. DATE: DEC 2016
LIVE STAKES SHALL BE
INSTALL CABLE ANCHOR AS SHOWN. DRILL (OR SAW
CUT) PILOT HOLE THROUGH LOG TO Ya OF THE WAY
2. LOG DIMENSIONS:
MIN DIAM. = 10", MIN LENGTH = 15'
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL
FOOTER LOG
SPACED 3 FEET APART,
ALTERNATE SPACING.
DOWN SO THAT ANCHOR CABLE IS NOT EXPOSED.
EVERY 1.5' ALONG THE LOG
PROJ. NO.:
MIN 3' \
20160023.00. RA
4. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
SECTION B -B
REBAR (5/8" MIN. DIAMETER, 4' MIN.
LENGTH) OR DUCKBILL ANCHORS
LOG TOE PROTECTION
INSTALLED PER MANUFACTURERS
LOG GRADE CONTROL
INSTRUCTIONS (TYP.)
NOTE:
NTS
NTS
1. ACCEPTABLE SPECIES INCLUDE BLACK WILLOW (SALIX NIGRA), SILKY WILLOW
(SALIX SERICEA) AND SILKY DOGWOOD (CORNUS AMMOMUM).
2. LIVE STAKES SHALL BE PLANTED IN AN AREA EXTENDING 3 FEET OUT FROM
TOP OF BANK TO JUST BELOW BANKFULL.
BANKFULL ELEVATION
BACKFILL AREA BETWEEN BANK AND COIR FIBER
ROLL (APPLY PERMANENT SEED MIX & COIR MATING)
EXISTING
LIVE STAKE
NTS
\\\/\\�\\ \\/\/\\\/\/ 1/4 TO 1/3 OF LOG
%\\\\\�\\\\\DIAMETER CAN BE EXPOSED
PRIOR TO FINAL GRADING
PLANTED COIR
FIBER ROLL
BANK
NORMAL WATER
PROPOSED BED
PLANTED COIR FLOW
LEVELFIBER ROLL WOOD
/
STAKES
�i\\i
0.5'
TO 1.25'
i\i
\\\\�\\ j\\\\\ \\\\ \\%\\\�\%\%\\%\'
/ /� //\\ \//\/\
DENSE COIR MATTING
OR
�S
\`
DIBBLE PLANTING METHOD
(ROLANKA BioD-Mat®90
EQUIVALENT)
USING THE KBC PLANTING BAR
MINIMUM OF' TO 3 OF LOG DIAMETER
WOOD STAKE
4M
BEDDED BELOW CHANNEL INVERT
WOOD
KEY IN UPSTREAM
STAKES
PLAN VIEW
END OF ROLL APPROX
inch
12" LOG DIAMETER (TYP.)
NOTES:
2-4 FT INTO BANK
\2
SECTION VIEW
1. DESIGNER TO MARK LOCATIONS AND DIMENSIONS OF
NOTES:
SILLS IN THE FIELD PRIOR TO CONSTRUCTION.
1. INSTALL STAKES ON T CENTERS ON EACH SIDE OF ROLL. TOP OF STAKE
2. INSTALL STAKES ON 3' CENTERS ON EACH SIDE OF ROLL.
SHOULD NOT EXTEND ABOVE ROLL.
2. EXCAVATE A SMALL TRENCH (DEPTH APPROX TO 2 OF LOG DIAM) FOR
TOP OF STAKE SHOULD NOT EXTEND ABOVE ROLL.
z
PLACEMENT OF ROLL.
3. EXCAVATE A SMALL TRENCH (APPROX 2in DEEP) FOR
1. INSERT 2. REMOVE 3. INSERT
PLANTING BAR AS PLANTING BAR PLANTING BAR 2
3. COIR LOGS SHALL BE 10 FT LONG AND HAVE A DIAMETER OF 12 IN.
PLACEMENT OF ROLL.
SHOWN AND PULL AND PLACE INCHES TOWARD
HANDLE TOWARD SEEDING AT PLANTER FROM
PLANTER. CORRECT DEPTH. SEEDING.
COIR LOG (TOE PROTECTION)
NTS
VEGETATED SILL DEFLECTOR
NTS
r`
NEW CHANNEL TO BE S\
CONSTRUCTED G O
4. PULL HANDLE OF 5. PUSH 6. LEAVE
BAR TOWARD HANDLE COMPACTION
MIN. 25'
PLANTER, FIRMING FORWARD HOLE OPEN.
SOIL AT BOTTOM. FIRMING SOIL WATER
AT TOP. THOROUGHLY.
OLD CHANNEL TO �- CHANNEL PLUG
MAX. 75'
BE DIVERTED OR
ABANDONED
TOP OF
BANK
PLANTING NOTES: NOTES:
PLAN VIEW
EXISTING j�/ \ /\\j�\
\,
PLANTING BAG BARE ROOTS SHALL BE PLANTED 6
I
0
j \/ \ \ /\/ / / \\
CHANNEL / \\ \/ /\/ \\/ /\/ \\ / /\j \\
BOTTOM \\/ /\/\\\/\�\ \\/ /\/\\\/\�\� \ \\/ /\/\\\
FT. TO 10 FT. ON CENTER, RANDOM
DURING PLANTING, SEEDLINGS
SHALL BE KEPT IN A MOIST CANVAS SPACING, AVERAGING 8 FT. ON
CV
%\\\\\\\\\\\\\�\\\\\\j\�\\\\j\\\/
BAG OR SIMILAR CONTAINER TO CENTER, APPROXIMATELY 680
Z
PREVENT THE ROOT SYSTEMS FROM PLANTS PER ACRE.
DRYING.
UNCOMPACTED BACKFILL
1.5' MINIMUM
COMPACTED BACKFILL
KBC PLANTING BAR
BANKFULL ELEVATION
(12"
TO 18" LIFTS)
PLANTING BAR SHALL HAVE A
BLADE WITH A TRIANGULAR CROSS
iEh
SECTION, AND SHALL BE 12 INCHES
30'
LONG, 4 INCHES WIDE AND 1 INCH
X L
THICK AT CENTER.
FINISHED GRADE NEW CHANNEL BANK SHALL
NOTES:
ROOT PRUNING
COMPACTED BACKFILL 1 \ \ \ \ \ \� . BE TREATED AS SPECIFIED
IN PLANS
1. FILL EXISTING CHANNEL TO BANKFULL ELEVATION WHEN POSSIBLE.
ALL SEEDLINGS SHALL BE ROOT
PRUNED, IF NECESSARY, SO THAT NO
(12" LIFTS) 1
,-
-
2. CHANNEL MUST BE FILLED IN 12" TO 18" LIFTS,
II
ROOTS EXTEND MORE THAN 10
10' Mil 4
3. IF CHANNEL CANNOT BE COMPLETELY FILLED TO TOP OF BANK, FILL
INCHES BELOW THE ROOT COLLAR.
Z X
TO TOP OF BANK FOR 25' OUT OF EVERY 100' SEGMENT.
N�
�
C)
PROPOSED
CHANNEL INVERT
IMPERVIOUS SELECT MATERIAL TYPICAL SECTION
CHANNEL BACKFILL
BARE ROOT PLANTING
(PER DIRECTION OF ENGINEER) LOG TOE OR COIR LOG
NTS
NTS
CHANNEL PLUG
NTS
PYRIGHT n_ W _ DICKSON A CO_ INC_ ALL RIGHTS RESERVED_ REPRnDIJCTInN nR 11SE OF THE CONTENTS nF THIS DOCUMENT- AD
THIS DOCl1MENT_ IN WHOLE OR IN PART_ WITHOl1T WRITTEN CONSENT OF W
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
INC__ IS PROHIRITED_ nNLY COPIES FROM THE
MENT_ MARKED WITH AN ORIGINAL SIGNATHRE AND SEAL SHALL RE CnNSIDERED TO RE VALID_ TRl1E
DDICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROJ. DATE: OCT 2016
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Q.C. DATE: DEC 2016
DRAWING NUMBER:
D2
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
3' MAXIMUM STREAM CHANNEL
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
BANK HEIGHT
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/ SECTION: 5:1 MAX.
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INSTALL LIVE STAKES (SEE PLANTING PLAN)
CLASS A STONE OVER
FILTER FABRIC
Q.C.: FM
BY ENGINEER)
DRAWING NUMBER:
FOOTER LOG
EXISTING CHANNEL BANK
20160023.00. RA
SURFACE FLOW
DIVERSION
PLAN VIEW - TRENCHING METHOD
PLAN VIEW - DRIVE POINT METHOD
TIE TO EXISTING GRADE
MIN SLOPE 2.5H:1V
1 0' ±
`(DESIGNER TO MARK
IN FIELD
EXISTING STREAMBANK
PRIOR TO CONSTRUCTION)
IF ROOT WAD DOES NOT COVER
ENTIRE BANK & CONSTRUCTION
IS BETWEEN MID OCTOBER TO
MID MARCH, PROTECT BANK
DRIVE POINT METHOD:
CLASS A
SOD MATS WITH BRUSH LAYER.
SHARPEN THE END OF THE LOG WITH A CHAINSAW BEFORE
_
STONE -
TOP OF BANK
"DRIVING" IT INTO THE BANK. ORIENT ROOT WADS UPSTREAM SO
FLOOD
PLAIN
THAT THE STREAM FLOW MEETS THE ROOT WAD AT A 90—DEGREE
FILTER FABRIC
ANGLE, DEFLECTING THE WATER AWAY FROM THE BANK. A
EXISTING
CHANNEL BED
NOTES:
BOULDER BANKFULL STAGE
TRANSPLANT OR BOULDER SHOULD BE PLACED ON THE
NOTES:
10' TO 15'
BENCH
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
( AS DIRECTED BY
DOWNSTREAM SIDE OF THE ROOT WAD IF A BACK EDDY IS FORMED
BY THE ROOT WAD. THE BOULDER SHALL BE APPROXIMATELY 3' X
1. TREES NOT INDICATED TO BE REMOVED
SHALL BE
2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON—SITE BEFORE
ENGINEER)
_ BASEFLOW
3' X 2'.
PROTECTED DURING CONSTRUCTION IN
WORK BEGINS.
ACCORDANCE WITH PLANS.
3. MINIMIZE CLEARING AND EXCAVATION OF STREAMBANKS. DO NOT
TRENCHING METHOD:
2. SEED AND MULCH ALL BANKS PRIOR TO INSTALLING
EXCAVATE CHANNEL BOTTOM. COMPLETE ONE SIDE BEFORE STARTING
ON THE OTHER SIDE.
BOULDER 24" MIN.
IF THE ROOT WAD CANNOT BE DRIVEN INTO THE BANK OR THE
COIR MATTING.
4. INSTALL STREAM CROSSING PERPENDICULAR TO FLOW.
FOOTER LOG > 12" DIAMETER
DIAMETER
MINIMUM OF 1/2 OF DIAMETER
BANK NEEDS TO BE RECONSTRUCTED, THE TRENCHING METHOD
SHOULD BE USED. THIS METHOD REQUIRES THAT A TRENCH BE
5. GRADE SLOPES TO A MAXIMUM 5:1.
5. MAINTAIN CROSSING SO THAT RUNOFF IN THE CONSTRUCTION ROAD
10-15 FEET LONG INSTALLED BELOW STREAM BED
EXCAVATED FOR THE LOG PORTION OF THE ROOT WAD. IN THIS
DOES NOT ENTER EXISTING CHANNEL.
>10" DIAMETER
CASE, A FOOTER LOG SHOULD BE INSTALLED UNDERNEATH THE
7. A STABILIZED PAD OF NATURAL CLASS A STONE, 6 TO 9 INCHES
ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE BANK AND
THICK, LINED WITH FILTER FABRIC SHALL BE USED OVER THE BERM
WELL BELOW THE STREAMBED. ONE—THIRD OF THE ROOT WAD
AND ACCESS SLOPES.
SHOULD REMAIN BELOW NORMAL BASE FLOW CONDITIONS.
8. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING FABRIC
CROSS SECTION VIEW
OR EQUIVALENT.
9. WIDTH OF THE CROSSING SHALL BE SUFFICIENT (8' MIN.) TO
ACCOMMODATE THE LARGEST VEHICLE CROSSING THE CHANNEL.
10. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE
ACCORDING TO EQUIPMENT UTILIZED.
TYPICAL BANK GRADING
11. TEMPORARY CROSSINGS ARE TO BE ABANDONED IN PLACE.
NTS
ROOTWAD
FORD CROSSING
NTS
NTS
TOE OF BANK
NOTES:
1. LOG VANES SHALL BE CONSTRUCTED OF ONE OR MORE LOGS HELD IN PLACE BY EITHER BALLAST BOULDERS, DUCKBILL
INSTALL COIR MATTING PER
ANCHORS, OR REBAR. LOGS SHALL BE OF A LENGTH AND DIAMETER SPECIFIED BY THE DESIGNER AND BE RELATIVELY
DETAIL DWG D1
STRAIGHT HARDWOOD, RECENTLY HARVESTED. THE LENGTH SHALL BE SUCH THAT THE LOG IS BURIED INTO THE SOIL OF THE
NON -WOVEN GEOTEXTILE
STREAM BANK
STREAM BANK (ON ONE END) AND STREAM BED (ON THE OTHER END) A MINIMUM DISTANCE OF 4.0'. FLAT -SIDED BALLAST
FABRIC (NCDOT TYPE II)
OSS
BOULDERS SHALL BE OF SIZE ZX 2'X 1.5' OR AS SPECIFIED BY THE DESIGNER.
MIN 2.0'
COMPACTED SOIL
l 2 �IOTy
/
2. THE VANE SHALL INTERCEPT THE
STREAM AN ELEVATION CONTROL POINT MAY BESTTABLISH D AT THE LQEFT OR RIGHT BETWEEN
A BANKFULL GE
M BANK/VANE INTERCEPT POINT. THE
LIVE STAKES
TOP OF BANK
VANE INTERCEPT LOCATION MAY BE OTHERWISE DESCRIBED BY ITS RELATIONSHIP TO BANKFULL STAGE OR BY THE LENGTH
LIVE CUTTINGS
I
/
AND SLOPE OF THE VANE ARM. BANKFULL IS NOT NECESSARILY THE TOP OF THE STREAM BANK SLOPE.
/
20° TO 30° ,a
/
BALLAST BOULDER
OR DUCK BILL ANCHORS
3. FILTER FABRIC SHALL BE USED TO SEAL THE GAPS BETWEEN THE LOGS AND UNDER THE COARSE BACKFILL MATERIAL OF THE
NEEDED.ERE SHALL BE NO FILTER FABRIC VISIBLE IN THE FINISHED WORK; EDGES SHALL BE FOLDED TUCKED, OR TRIMMED AS
SMALL BRANCHES �`
\/�\ ___ ___ __ AND BRUSH �\/
/ r
1/4 MAX POOL DEPTH \\-``'_ -..-..57_..-..-..-..-..- \\
NOTES:
1. OVER EXCAVATE THE OUTSIDE BEND F THE CHANNEL. PLACE
LARGER BRANCHES AND LOGS IN A CRISS-CROSS PATTERN.
I
4. LOG VANES SHALL BE BUILT TYPICALLY AS FOLLOWS:
A. OVER -EXCAVATE STREAM BED TO A DEPTH EQUAL TO THE TOTAL THICKNESS OF THE HEADER (AND FOOTER IF
1/4 MAX POOL DEPTH �\
-=
/ / / /
\\
LOCK IN PLACE WITH FILL COVERING 6 IN TO 18 IN OF THE
LARGER BRANCHES/SMALL LOGS.
2. PLACE SMALLER BRANCHES AND BRUSH OVER THE LARGER
COARSE /
SPECIFIED) LOGS.
B. PLACE FOOTER LOG OF THE VANE ARM IF SPECIFIED. THE SLOPE OF THE VANE ARM IS MEASURED ALONG THE VANE
\\ \\ \\ \\
---------------------------------------------------
BRANCHES/SMALL LOGS (HARDWOOD SPECIES ONLY) AND
AGGREGATE\/,
fl
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ARM WHICH IS INSTALLED AT AN ANGLE TO THE STREAM BANK AND PROFILE.�
\ >\
�/ �/ �/ �/
\\ \\ \\ \\ �\/\\ \\ \\ \\ \\ \�
COMPACT LIGHTLY TOGETHER. BACKFILL AND COMPACT TO
BACKFILL
(1" TO 5") ff
BANKFULL
I
C. INSTALL HEADER LOG OF THE VANE ARM ON TOP OF AND SLIGHTLY FORWARD OR BACK FROM THE FOOTER LOG.
D. NAIL FILTER FABRIC TO THE HEADER LOG USING A GALVANIZED NAIL WITH A PLASTIC CAP. THE SIZE AND GAGE OF NAIL
��
LOCK IN PLACE.
3. ACCEPTABLE LIVE CUTTINGS SPECIES A INCLUDE BLACK
l f
f
AND NAIL SPACING SHALL BE SPECIFIED BY THE DESIGNER.WILLOW
SMALL LOGS AND/OR
�\ \
(SALIX NIGRA) AND SILKY WILLOW (SALIX SERICEA).
WILLOW CUTTINGS SHOULD BE RINSED AT CUTTING POINT TO
I
E. PLACE BALLAST BOULDERS OR DUCKBILL ANCHOR ON THE VANE.
F. PLACE COARSE BACKFILL BEHIND LOGS ENSURING THAT ANY VOIDS BETWEEN THE LOGS ARE FILLED.
LARGE BRANCHES WITH
SECTION A
ALLOW BETTER ROOTING.
�a �`-
LOG VANE
G. BACKFILL REMAINDER OF VANE WITH PREVIOUSLY EXCAVATED MATERIAL.
A MIN DIAMETER OF 4".
-A
4. M
INSTALL EROSION CONTROL (COIR) MATTING OVER
a
i
COMPACTED SOIL PER DIRECTION ENGINEER.
%
5. IF ANY EROSION CONTROL MATTING IS SPECIFIED FOR USE IN THE VICINITY OF THE STREAM BANK/VANE INTERCEPT POINT THE
5. INSTALL 1 TO 3 ROWS OF LIVE STAKES ABOVE THE LIVE
o
MATTING EDGES SHALL BE NEATLY SECURED AROUND THE LOGS.
CUTTINGS LAYER PER DIRECTION OF ENGINEER.
POOL
f I
I LEFT OR RIGHT VANE ARM BANK
INTERCEPT CONTROL POINT
I
F\_ Q�N
�
\
BANKFULL
BALLAST BOULDER
A
COIR
MATTING
11
OR DUCKBILL ANCHORS
LEFT OR RIGHT VANE ARM BANK
INTERCEPT CONTROL POINT
\ Xl l
PLAN VIEW
F pow VARIES
I I
0' TO 0.8'
�/
\/
BANKFULL
STREAM BANK
�T
/\
COARSE AGGREGATE
BACKFILL (1 TO 5)
\' _
\ \ \ -' _^-- F`ow
///\- t -
/\ \\ POOL
CHANNEL TOP
OF BANK
\\
HEADER LOG
FOOTER LOG
' \
FOOTER LOG
HEADER LOG
TOE OF BANK �
—
STREAM BED
IN POOL
PROFILE VIEW
CHANNEL
A
BOTTOM OF BANK
NOGEOTEXTILE
FABRIC (NCDOT TYPE I)
VARIES
\'\�\i\�\r\�\
LOG VANE
TYPICAL PLAN VIEW
BRUSH TOE
o' TO i WIDTH
�
NTS
NTS
SECTION A -A
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
D3
PROJ. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
NOTE:
REBAR (1/2" MINIMUM
DIAMETER 3' MIN. LENGTH
EXISTING DITCH
p
www.wkdickson.com
NC. LICENSE NO. F-0374
LOGSILL EXISTING GRADE
�
A
TYPICAL) SHOULD BE PLACED 1' TO 3' FROM END OF
LOG. ADDITIONAL REBAR TO BE PLACED AT 6'
BANK
CONSERVATION D
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LOG STRUCTURE
G DI
EXISTING
TOP OF BANK
SEE DETAIL
( )
PROPOSED GRADE
0_
MINIMUM DIAMETER 12"
OFFSETS. LAST REBAR SHOULD BE PLACED V TO 3'
FROM END OF LOG. DUCK BILL ANCHORS MAY BE
PROPOSED
EASEMENT LIMITS
�
I
(SEE DETAIL)
-----------
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USED AS A SUBSTITUTION
FOR REBAR, 2 PER LOG.
� �°e ice
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ice
ice ice
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0.5% SLOPE - ------ - _ TIE-IN TO
---------
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-�
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LOGS
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\/\\/\\/
/4
❑
FILL DITCH SUCH THAT
THE DOWNSTREAM
EXISTING
DITCH INVERT
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��/>>��/\\ ELEVATION
OLu LL
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❑
O LIMITS
\\\ \
Y W
ELEVATION TIES INTO
CONSTRUCT FLOW
FILL DITCH AND
— -�
0
J
PROPOSED FLOODPLAIN SURFACEN
OF GRADING/\\/\\/
B
/\
j\\ j \ j\I
B
EXISTING GRADE OF THE
FLOODPLAIN
POOL
COIR
MATTING
Z J
J O
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J\\\\
Q Z N
U 2 U
SECTION A -A
Z w
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LENGTH VARIES
U 0U v�
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OPE LOG
EXISTING
GROUND
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0 O Q0-2
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UREBIS 1%
NOTES:
Q.C. DATE: DEC 2016
6" (TYP.)
\//\//\ \//ti
CUT
- -
r
1. NO FLOODPLAIN GRADING IS ALLOWED WITHIN 10 FT
OF THE PROPOSED CHANNEL TOP OF BANK.
PROJ. NO.:
20160023.00. RA
\\%\\%
%�1
2. LOGS SHOULD BE AT LEAST 10'-20' LONG AND AT
BANKFULL LIMITS OF
5.0
✓
LEAST 8 INCHES IN DIAMETER, AND HARDWOOD.
3:1 MAX
PROPOSED CHANNEL
D
y
3:1 MAX/\\/\\/\\/ /\\� SLOPE
l�f//\//\//\ \ ;
SLOPE
PLAN VIEWSECTIONAL
518" REBAR
VARIES (TYPICALLY 20' TO 40')
INSTALL COIR MATTING
PER MANUFACTUTONS SECTION B -B FILL
DITCH
VIEW A - A'
INSTRUC
PLAN VIEW
FLOODPLAIN SILL
NTS
DIFFUSE FLOW STRUCTURE
NTS
FLOW
CHANNEL BOTTOM OF
PROPOSED STREAM REBAR OR DUCKBILL
BED ANCHOR
BANK
COARSE AGGREGATE
I I
FLOW BACKFILL (1" TO 5")
MIN. 5.0'
COARSE AGGREGATE
BACKFILL (2" TO 6")
HEADERLOG
COARSE BACKFILL
NON -WOVEN
GEOTEXTILE FABRIC
I I
I A7�
I
POOL APPROX. 0.75' TO 1.5'
- - - - -
DEEP
// �
< `
�B
INVERT ELEVATION
(NCDOT TYPE II)
I I COARSE AGGREGATE /
HEADER LOG
4' TO 8' INVERT ELEVATION
-, �0 0 0 0 0` o
C` I C
BACKFILL (1" TO 5") \\ \aa�V�� _.. —./
O
n C j/\//\//
/�\/% a�/��0
BANKFULL
1�° -
POINT REFERENCED IN
MIN 5.0
/\ / / / / /
\ \ \ \ \ \
°
STRUCTURE TABLE
- MAX ALLOWABLE
ROOTWAD OR BRUSHTOE J
1/
_ ° TO 3°
o
\\\,�\\ \\ \ �
j�\����
/ -
°
'
COARSE AGGREGATE
BACKFILL (2" TO 6")
FOOTER
� DROP OF
�� (�
0
�° ° 1
����_ MAX DEPTH -OF LOG
T
0.5 FT
J O �
NON -WOVEN
GEOTEXTILE FABRIC TACK FABRIC TO
A-A°�
/
LOG
�i ( DIAMETER (TYP) ---
�)
-�� O O O O
I ��
(NCDOT TYPE II) LOG
HEADER
LOG
COARSE AGGREGATE J
BACKFILL (2" TO 6") /1
�— COARSE AGGREGATE
FOOTER �- BACKFILL TO 6")
�
I 5.0'
SECTION A -A
OLOL W
V
LOG BURIED IN ° o
C
(2"
LOG
�
MIN 3.0'
I MIN
I I
I
I I
COIR MATTING
B'
BANK MIN 5FT ° °
NON -WOVEN
CHANNEL TOP OF
I A I POOL
° G
LOG BURIED IN
GEOTEXTILE
FABRIC (NCDOT
BANK
HEADER LOG
1% TO 3%
POINT REFERENCED IN
BANK
TYPE II) PROFILE A -A'
STRUCTURE TABLE
MIN 5FT
TYPICAL PLAN VIEW (OPT 1)_
~
L
A'
FOOTER LOG
FLOW
PLAN VIEW
MIN 5FT MIN 5FT
REBAR (5/8" MIN. DIAMETER, 4' MIN. LENGTH) OR
DUCKBILL ANCHORS INSTALLED PER MANUFACTURERS
CHANNEL BOTTOM OF
INSTRUCTIONS (TYP.)
OVERLAP OF
UPSTREAM LOG
BANK
I I
I I
SECTION B—B (OPT 1)
COARSE BACKFILL
4%T0� ��j\ 0
FILTER FABRIC
I A
�
MIN 5FT
MIN 5FT
/\ \/�\�
I I
PROPOSED STREAM BANK
4% TO 6%
/
/ i
/
ROOTWAD
OR
BRUSHTOE
HEADER LOG
I °° O� �
°
IN /G
1% TO 3%
IGH \\�/��
J�
L
PROFILE C -C'
B
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I FOOTER LOG
5.0'
REBAR (5/8" MIN. DIAMETER, 4' MIN. LENGTH) OR
OVERLAP
OF
MIN
DUCKBILL ANCHORS INSTALLED PER MANUFACTURERS
DOWNSTREAM LOG
OVERLAP OF INSTRUCTIONS (TYP.)
PROFILE B -B'
NOTES:
I I
I
DOWNSTREAM LOG
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
I I
I
SECTION B -B (OPT 2)
2. LOG DIMENSIONS:
MIN DIAM. = 12", MIN LENGTH = 18'
CHANNELTOP OF
BANK
A
I A I POOL
3. NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL
EVERY 1.5'
ALONG THE LOG
TYPICAL PLAN VIEW (OPT 2
NOTES:
1. LOGS SHOULD BE RELATIVELY STRAIGHT HARDWOOD AND RECENTLY
HARVESTED.
2. LOG DIMENSIONS:
DOUBLE LOG DROP
MIN DIAM. = 12", MIN LENGTH = 18'
NAIL FILTER FABRIC USING 3" 10D GALVANIZED COMMON NAIL EVERY 1.5'
NTS
ALONG THE LOG
LOG SILL
3. DUCKBILL ANCHORS MAY BE USED IN PLACE OF REBAR.
NTS
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
vw
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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20160023.00. RA

LINE POS
16 FT MAX
"VE POST
BARBED OR
ELECTRIC WIRE
4" TO 6"
T
WOVEN WIRE -
GROUND LINE
LINE POST
CV
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WOVEN WIRE WITH ONE BARB DETAIL
LINE POSTS (WOODEN): MIN. 4 IN. DIAM. OR 4 IN. SQUARE
WOVEN WIRE:
ASTM CLASS 3 GALVANIZED.
TOP AND BOTTOM WIRES MIN. 12 GAUGE.
INTERMEDIATE AND STAY WIRES MIN.
12 1/2 GAUGE.
LINE POSTS (STEEL): STUDDED OR PUNCHED T, U, OR Y SHAPED, WITH ANCHOR PLATES.
MIN. WEIGHT 1.3 LBS./FT. (EXCLUDING ANCHOR PLATE). POSTS SHALL BE DRIVEN A MINIMUM OF 18" DEEP AND MUST BE AT
LEAST 5.5 FT IN LENGTH
SPECIES AND TREATMENT FOR ALL WOOD: USE UNTREATED DURABLE POSTS OF SPECIES SUCH AS RED CEDAR,
BLACK LOCUST OR OSAGE-ORANGE WITH BARK REMOVED, OR NON -DURABLE WOOD THAT IS PRESERVATIVE
PRESSURE TREATED (0.40 LBS./CUBIC FOOT CCA, OR EQUIVALENT NON -CCA TREATMENT). DO NOT USE RED
PINE.
CLASS B RIP RAP
TIMBER MAT INSTALLED
PERPENDICULAR
CARRIAGE BOLT,
TYPICAL
CLASS B RIP RAP-\
FILTER FABRIC
TOE OF BANK,
TYPICAL
WOVEN WIRE FENCE (NRCS DETAIL 382A)
NTS
TOP OF ALL HEADER ROCKS SHALL BE SET TO A MINIMUM
OF THE BANKFULL ELEVATION. IF BEDROCK IS
ENCOUNTERED IN CHANNEL, FOOTER ROCKS SHALL BE SET
AT GRADE WITH BOULDERS SELECTED TO ACHIEVE A HEADER
ROCK SET TO A MINIMUM OF THE BANKFULL ELEVATION.
8
MAINTAIN EXISTING
DRAINAGE
�.0
STABILIZE EXPOSED BANK WITH SEED/MULCH AND 2.5
EROSION CONTROL MATTING
1BER MAT INSTALLED
tALLEL
/9:7:1I_[elaY0l11
TIMBER MAT,
TYPICAL
BACKFILL ABOVE GRAVEL WITH -
COMPACTED SOIL TO STANDARD
PROCTOR 82%
HEADER ROCK
BACKFILL COMPOSED OF No 57---'
STONE (MAX. OF 5% FINES)
GEOTEXTILE FABRIC
FOOTER ROCK
FILTER FABI
EXISTING TREES IN EXCAVATION AREAS TO BE
1 REMOVED UNLESS OTHERWISE DIRECTED
EXCAVATE SLOPE
PROPOSED CHANNEL BANK
EXISTING CHANNEL BANK
STAGE AT
DESIGN DISCHARGE
6"
BASE FLOW
2.0' MIN TRENCH DEPTH
3'
SECTION VIEW
BOULDER SIZING
TRENCH
BANKFULL
POOL
REACH
DEPTH (FT)
DEPTH, D (FT)
DEPTH (FT)
A
1.5'
1.7'
2.4'
EXISTING TREES IN EXCAVATION AREAS TO BE
1 REMOVED UNLESS OTHERWISE DIRECTED
EXCAVATE SLOPE
PROPOSED CHANNEL BANK
EXISTING CHANNEL BANK
STAGE AT
DESIGN DISCHARGE
6"
BASE FLOW
2.0' MIN TRENCH DEPTH
3'
SECTION VIEW
BOULDER SIZING
MEANDER BEND BOULDER STRUCTURE
NTS
F COARSE AGGREGATE (#5 WASHED STONE) 6" DEEP
BURY CULVERT 1.0'
UNLESS NOTED OTHERWISE
BY ENGINEER
a
I VV ILI\ INVtr\ 1-11 -
FLOW
PLAN VIEW
CONSTRUCTION NOTES:
1. BOULDERS SHALL BE ROTATED INTO THE BANK DURING PLACEMENT SUCH
THAT THE UPSTREAM BOULDERS OVERLAP THE DOWNSTREAM BOULDERS BY
A MINIMUM OF 1 INCH
2. MINIMUM TOE TRENCH DEPTH BELOW CHANNEL BOTTOM SHOULD BE SUCH
THAT TOP ELEVATION OF HEADER ROCK IS WITHIN 0.2' OF BANKFULL
STAGE
3. ALL AREAS WHERE GRAVEL CONTACTS SOIL SHALL BE LINED WITH
GEOTEXTILE FABRIC
4. GEOTEXTILE FABRIC SHALL MEET SPECIFICATIONS FOR TYPE 2 NCDOT
GEOTEXTILE FABRIC ACCORDING TO NCDOT STANDARD SPECIFICATION
1042-2
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. INSTALL STREAM CROSSING PERPENDICULAR TO FLOW.
3. CONTRACTOR TO COORDINATE APPROPRIATE BEDDING MATERIAL WITH
MANUFACTURER.
4. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING FABRIC OR
EQUIVALENT.
5. WIDTH OF TYPICAL FARM CROSSINGS SHALL BE PER PLAN OR A MINIMUM OF 12'.
6. WHEN REQUIRED, CONTRACTOR TO ENSURE PIPE MATERIAL AND COVER MEET H-20
LOADING REQUIREMENTS.
FORM HIGH FLOW BEN( '
W/ RIFFLE GRADE C0I�
MATERIAL
INSTALL CLAY PLUG
2 FEET BELOW CULVERT INVERT
FOOT
;T
REACH
LENGTH
WIDTH
DEPTH
HEADER
A
3'
2'
1.5'-2'
FOOTER
A
3'
2'
2'-2.5'
MEANDER BEND BOULDER STRUCTURE
NTS
F COARSE AGGREGATE (#5 WASHED STONE) 6" DEEP
BURY CULVERT 1.0'
UNLESS NOTED OTHERWISE
BY ENGINEER
a
I VV ILI\ INVtr\ 1-11 -
FLOW
PLAN VIEW
CONSTRUCTION NOTES:
1. BOULDERS SHALL BE ROTATED INTO THE BANK DURING PLACEMENT SUCH
THAT THE UPSTREAM BOULDERS OVERLAP THE DOWNSTREAM BOULDERS BY
A MINIMUM OF 1 INCH
2. MINIMUM TOE TRENCH DEPTH BELOW CHANNEL BOTTOM SHOULD BE SUCH
THAT TOP ELEVATION OF HEADER ROCK IS WITHIN 0.2' OF BANKFULL
STAGE
3. ALL AREAS WHERE GRAVEL CONTACTS SOIL SHALL BE LINED WITH
GEOTEXTILE FABRIC
4. GEOTEXTILE FABRIC SHALL MEET SPECIFICATIONS FOR TYPE 2 NCDOT
GEOTEXTILE FABRIC ACCORDING TO NCDOT STANDARD SPECIFICATION
1042-2
NOTES:
1. CONSTRUCT STREAM CROSSING WHEN FLOW IS LOW.
2. INSTALL STREAM CROSSING PERPENDICULAR TO FLOW.
3. CONTRACTOR TO COORDINATE APPROPRIATE BEDDING MATERIAL WITH
MANUFACTURER.
4. FILTER FABRIC USED SHALL BE NCDOT TYPE 2 ENGINEERING FABRIC OR
EQUIVALENT.
5. WIDTH OF TYPICAL FARM CROSSINGS SHALL BE PER PLAN OR A MINIMUM OF 12'.
6. WHEN REQUIRED, CONTRACTOR TO ENSURE PIPE MATERIAL AND COVER MEET H-20
LOADING REQUIREMENTS.
FORM HIGH FLOW BEN( '
W/ RIFFLE GRADE C0I�
MATERIAL
INSTALL CLAY PLUG
2 FEET BELOW CULVERT INVERT
FOOT
;T
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
SECTION VIEW
Urban Development + Geomatics
720 Corporate Drive
NOTES:
(v) 919.782.0495
(f) 919.782.9672
MIN 3'
PLAN VIEW
NC. LICENSE N0. F-0374
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TIMBER MATS SHALL BE USED FOR TEMPORARY
O
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I-
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2.
THE STREAM CROSSING SHALL BE INSTALLED WHEN FLOW IS
Q W W
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PERPENDICULAR
TIMBER MAT
LOW. THERE SHALL BE MINIMAL TO NO DISTURBANCE OF
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EARTH FILL O
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Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
3.
THE LENGTH OF TIMBER MAT REQUIRED TO CROSS THE
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20160023.00. RA
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STREAM OR CONCENTRATED FLOW AREAS SHALL BE SUCH
O
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THAT THE TIMBER MAT EXTENDS PAST THE TOP OF BANK ON
O
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EACH SIDE OF THE CROSSING A SUFFICIENT DISTANCE TO
SUPPORT THE MAXIMUM EQUIPMENT SIZE USING THE
(
O
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CROSSING.
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4.
STREAM CROSSINGS SHALL BE INSTALLED WITH THE TIMBER
MAT LENGTHS ORIENTED PERPENDICULAR TO THE TOPS OF
�
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APPROXIMATE BASE FLOW
THE STREAM BANKS. TIMBER MAT STREAM APPROACHES
WATER SURFACE
SHALL BE INSTALLED WITH THE TIMBER MAT LENGTHS
ORIENTED PARALLEL TO THE TOPS OF THE STREAM BANKS.
10'
10'
5.
STREAM CROSSING APPROACHES FROM DRY AREAS SHALL
MINIMUM
MINIMUM
BE CONSTRUCTED USING CLASS B RIP RAP PLACED OVER
SECTION VIEW
FILTER FABRIC.
TOP OF BANK
LOG SILL
6.
ALL TIMBER MATS, FILTER FABRIC, AND RIP RAP SHALL BE
SET TOP OF LOG 1.0 FOOT
COMPLETELY REMOVED FROM THE SITE WHEN THE
ABOVE CULVERT INVERT
CROSSING IS REMOVED.
FORM HIGH FLOW BENCH
PROPOSED CULVERT CROSSING W/ RIFFLE GRADE CONTROL
PLAN VIEW
MATERIAL
NTS
TIMBER MAT TEMPORARY CROSSING
NTS
FILE NAME: O:\Projects\Resource Environmental Sol utions\201 6002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(f) 919.782.9672
www.wkdickson.com
NC. LICENSE N0. F-0374
LLI
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
D5
PROD. NO.:
20160023.00. RA

COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
SELECT BACKFILL MATERIAL (MIX OF COARSE
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
AGGREGATE AND #5 STONE) A,
(v) 919.782.0495
WOODY DEBRIS FILL
LOG BURIED
IN STREAM
www.wkdickson.com
NC. LICENSE NO. F-0374
(LOGS, BRANCHES, AND
BANK VANELENGTH
r
0
N
DOWN VALLEY A BRUSH) COMPACTED
DITCH TOP OF � � WITH SOIL
BANKFULL
CL
BANK
OFFS T FROM
o 0 0
TOPC,F B K
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LOG BURIED�j
IN STREAM
j\\j
`
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BANKFULL
POINT
Jj
MAX DEPTH OF NEAREST B
MIN. 5FT STREAM BED
/\/ RIFFLE INVERT ELEVATION
�/
FOOTER LOG
O
'_BAR
HEADER
\\ 2% TO 4%
rr
--
BOULDERS
COMPACTED FILLor
z
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U)
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SELECT BACKFILL MATERIAL
(MIX OF COARSE AGGREGATE OUTSIDE
C
)
Y O W
#5 STONE) MEANDER
BEND
W
CE CE
DITCH BOTTOM
U
J
HEADER LOG
J
OF BANK A
SECTION A -A'
H
Q O
Z
TYPICAL PLAN VIEW
J O
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W 01: �
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NON -WOVEN
ACU C)
Z = O =
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GEOTEXTILE FABRIC
NOTES: (NCDOT TYPE II)
SCOUR
Z J_ w M
EXISTING
GROUND PROPOSED
MIN GROUND
POOL
Z Lu
5.0'
1. LOGS SHALL HAVE MINIMUM DIMENSIONS AS FOLLOWS:
�_
C) 0 v �
z
o
>
Q
J Z Z OW
MIN D 0
MIN LENGTH 30
O O wo
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2. ALL LOGS SHALL BE RELATIVELY STRAIGHT, HARDWOOD, AND LIMBS SHALL BE TRIMMED FLUSH.
N
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Wz CC &5!
3. FOOTER LOGS/BOULDERS ARE LOGS/BOULDER PLACED TO PROVIDE A FOUNDATION AND SCOUR PROTECTION FOR THE HEADER
Z
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Cc CE 0
o_ o O ¢��
PROJ. DATE: OCT 2016
LOGS/BOULDERS. SILL LOG OR`/
4. HEADER LOGS/BOULDERS SHALL BE UNDERLAIN BY FOOTER LOGS/BOULDERS UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
A
Q.C. DATE: DEC 2016
\\
��\�j',
ROOT WAD
5. HEADER LOGS ARE THE TOP MOST LOGS USED IN EACH LOG STRUCTURE. ALL HEADER LOGS CAN BE SEEN PROTRUDING FROM THE
DRAWING NUMBER:
\�j\�j\�� WOODY DEBRIS FILL
\ \ \ (LOGS, BRANCHES, AND
WATER SURFACE DURING EXTREMELY LOW FLOWS.
6. HEADER LOGS SHALL BE OFFSET SLIGHTLY DOWNSTREAM OF THE FOOTING LOGS WHERE SCOUR POOLS ARE ANTICIPATED TO FORM
PROJ. NO.:
/j /\ / /\/� BRUSH) COMPACTED
WITH SOIL TO PROPOSED
20160023.00. RA
COMPACTED FILL
\\/\\
AS SHOWN IN THE DETAIL.
\\ GRADE.
7. SILL LOGS SHALL BE PLACED PERPENDICULAR TO THE BANKFULL FLOW DIRECTION.
8. THE FOOTER LOGS SHALL EXTEND FROM THE SILL LOG TO THE END OF THE HEADER LOG TOWARD THE BANK.
LIVE STAKING
EXISTING DITCH
9. HOOK BOULDERS SHALL EXTEND FROM THE HEADER LOG TO BEYOND BANKFULL WIDTH.
INVERT
10. SET INVERTS AT ELEVATION SHOWN ON THE PLAN AND PROFILE SHEETS.
SECTION A -A
11. HEADER LOG SHALL TIE INTO THE STREAM BANK AT A MAXIMUM ELEVATION OF -1 DMAX (MEASURED AT THE NEXT DOWNSTREAM
RIFFLE) BELOW BANKFULL ELEVATION AND A MINIMUM ELEVATION OF .1 DMAX (MEASURE AT THE NEXT DOWNSTREAM RIFFLE) BELOW
PLANVIEW
BANKFULL ELEVATION UNLESS OTHERWISE DIRECTED BY THE ENGINEER.
12. CUTTING OF THE SILL LOG ROOTWAD BAY BE REQUIRED TO PREVENT THE ROOTWAD FROM PROTRUDING ABOVE THE BANKFULL
WOODY DEBRIS FILL (LOGS,
ELEVATION.
13. ALL GAPS/VOIDS LARGER THAN 1 INCH BETWEEN THE HEADER AND FOOTING LOGS SHALL BE CHINKED WITH LIMBS AND/OR BRUSH ON
BRANCHES, AND BRUSH) COMPACTED PROPOSED
WITH SOIL TO PROPOSED GRADE. GROUND
THE UPSTREAM SIDE PRIOR TO PLACEMENT OF THE GEOTEXTILE.
DOWN VALLEY
14. ALL GAPS/VOIDS LARGER THAN 1 INCH BETWEEN THE HEADER AND FOOTING BOULDERS SHALL BE CHINKED WITH GRAVEL AND
12" MIN DIAM.
COBBLES.
15. ON THE UPSTREAM SIDE OF THE LOGS AND/OR BOULDERS, NON -WOVEN GEOTEXTILE FABRIC SHALL BE PLACED AS SHOWN IN
LIVE STAKES
(TYP.)
LENGTH VARIES (TYP 10' TO 20') HARDWOOD LOG;
MIN LENGTH = 20'
PLANVIEW AND IN SECTION B -B'. PLACE SELECT BACKFILL FOR THE ENTIRE LENGTH OF THE LOG AND BOULDER HOOK.
BANKFULL
MIN 1.01' !
16. BACKFILL STRUCTURE WITH SELECT BACKFILL MATERIAL AS SHOWN SHOWN IN PLANVIEW AND IN SECTION B -B'.
1
17. SELECT BACKFILL AND SOIL BACKFILL MATERIAL SHALL BE COMPACTED SUCH THAT FUTURE SETTLEMENT OF THE MATERIAL IS KEPT
0
\
TO A MINIMUM.
SOIL BACKFILL
18. NAIL NON -WOVEN GEOTEXTILE USING 3" 10D GALVANIZED COMMON NAIL TO EDGE OF HEADER LOG AND BACKFILL AS SHOWN IN THESELECT
HEADER LOG
GEOTEXTILE PLACEMENT AND SELECT BACKFILL DETAIL.
BACKFILL MATERIAL `J�
EXISTING DUTCHINVERT \
NON -WOVEN
NON WOVEN GEOTEXTILE
GEOTEXTILE FABRIC
COMPACTED FILL FABRIC (TYP.)
(NCDOT TYPE II) FOOTER LOG STREAMBED
PROFILE VIEW
SECTION B -B'
LOG J -HOOK
NTS
BRUSH BED SILL
NTS
SMALL POOL, TYP
LARGE COBBLE/SMALL
BOULDERS, TYP
FLOW
4.0' CHANNEL
TOP OF BANK
4.0'
NOTES:
BEGIN RIFFLE TYP BOTTOM WIDTH
TYP
1.
CONSTRUCTED RIFFLES SHALL BE INSTALLED IN NEWLY GRADED CHANNEL SECTIONS, AS SPECIFIED BY
4.0' CHANNEL 4.0' /j\�/
/\�j\�j\�j\�j\
THE DESIGNER.
TYPBOTTOM WIDTH TYP \\/\\/\\/\`` \
i\\ \\/�\/�\/�\/\\�
/
2.
ELEVATION CONTROL POINTS SHALL BE DESIGNATED AT THE BEGINNING AND END OF RIFFLE POINTS
RIFFLE MATERIAL TOP OF BANK �
,
'�
0.5' MIN \\\ `\
__-_- -----
r �
TO ESTABLISH PART OF THE PROFILE OF THE CHANNEL. SURVEY OF CONTROL POINTS SHALL BE
` ,
o . -, , PROPOSED TOE OF BANK
REQUIRED TO ESTABLISH ACCURATE RIFFLE INSTALLATION WITHIN A TOLERANCE OF ±0.2'.
GLIdE `� 4' MIN 1.O�MIN \\�j�Q Q O O O O o - �U' /
3.
GRADE CONTROL ROCK SHALL BE COMPRISED OF A 50/50 MIX OF CLASS A AND B RIPRAP. GRADE
CONTROL ROCK SHALL BE PLACED SUCH THAT THE DDITION OF THE SPECIFIED THICKNESS OF RIFFLE
MATERIAL SHALL ACHIEVE THE DESIGNATED GRADES.
\� \/ \�
AF \ ! o�c w' ` A' \ �\ \ \ \ \ \
//i /�j�///\///\///\
RIFFLE MATERIAL; EQUAL MIX
\ \ /� OF #5/#57 STONE, SURGE
STONE AND NATIVE
4.
RIFFLE MATERIAL SHALL BE COMPRISED OF ROCKS AND WOOD. THE ROCK MATERIAL SHALL CONSIST
OF AN EQUAL MIX OF #5 / #57 STONE, SURGE STONE AND NATIVE SUBSTRATE MATERIAL. RIFFLE
I o �
SUBSTRATE MATERIAL
SMALL POOL \ i ` { �� LOGS/WOODY DEBRIS
GRADE CONTROL ROCK
MATERIAL SHALL BE EXCAVATED, STOCKPILED, AND RE -USED FROM ABANDONED CHANNEL SECTIONS.
"RIVER
RIF E VARIES
OTHERWISE ROCK RIFFLE MATERIAL SHALL BE SLIGHTLY ROUNDED, -TYPE" ROCK, UNLESS
�o
50/50 MIX OF CLASS A AND B
OTHER ROCK CHARACTERISTICS ARE APPROPRIATE FOR THE CHANNEL. IN ADDITION, LOGS AND
CROSS SECTION A -A'
LARGE COBBLE/ ', c
RIPRAP
WOODY DEBRIS SHALL BE INCLUDED WITH THE ROCK MATERIAL AS SPECIFIED BY THE DESIGNER.
SMALL BOULDERS
c RIFFLE MATERIAL
5.
THE PLACEMENT OF GRADE CONTROL ROCK AND/OR RIFFLE MATERIAL SHALL BE DONE IN A MANNER
TO CREATE A SMOOTH PROFILE, WITH NO ABRUPT "JUMP" (TRANSITION) BETWEEN THE UPSTREAM
"DROP"
LOGS/WOODY V` % RIFFLE MATERIAL; EQUAL MIX OF
POOL -GLIDE AND THE RIFFLE, AND LIKEWISE NO ABRUPT (TRANSITION) BETWEEN THE RIFFLE
DEBRIS \ / #5/#57 STONE, SURGE STONE AND
AND THE DOWNSTREAM RUN -POOL. THE FINISHED CROSS SECTION OF THE RIFFLE MATERIAL SHALL
4' MIN NATIVE SUBSTRATE MATERIAL
GENERALLY MATCH THE SHAPE AND DIMENSIONS SHOWN ON THE RIFFLE TYPICAL SECTION WITH SOME
Jo
VARIABILITY OF THE THALWEG LOCATION AS A RESULT OF THE SMALL POOLS AND LOGS.
j 0
MIN
TOP OF BANK-VARIESBEGIN
MIN
6.
THE END OF RIFFLE CONTROL POINT MAY TIE IN TO ANOTHER IN -STREAM STRUCTURE (LOG SILL OR
RIFFLE
PROPOSED TOP
J -HOOK).
END RIFFLE CONTROL POINT
OF BANK
7.
THE CONSTRUCTED RIFFLE SHALL BE KEYED IN TO THE STREAM BANKS AND/OR BED AS DESIGNATED
TOE OF BANK
FLOW
END R FFLE CONTROL POINT
BY THE DESIGNER. THE "KEY" SHALL EXTEND BEYOND THE TOP OF BANK AT THE BEGINNING (CREST) OF
PLAN VIEW
FLOW
THE RIFFLE. WHERE PRESERVATION OF EXISTING STREAM BANK VEGETATION IS A PRIORITY A "KEY"
MAY NOT BE USED (OR THE DIMENSIONS MAY BE ADJUSTED) TO LIMIT DISTURBANCE.
THALWEG - - - -
e
THALWEG
LOGS/WOODY
GRADE CONTROL ROCK
RIFFLE GRADE CONTROL DEBRIS
RIPRAP IX OFCLASS AAND B
NTS PROFILE
COPYRIGHT ©, W.K. DICKSON & CO., INC. ALL RIGHTS RESERVED. REPRODUCTION OR USE OF THE CONTENTS OF THIS DOCUMENT; ADDITIONS OR DELETIONS TO THIS DOCUMENT, IN WHOLE OR IN PART, WITHOUT WRITTEN CONSENT OF W.K. DICKSON & CO., INC., IS PROHIBITED. ONLY COPIES FROM THE ORIGINAL OF THIS DOCUMENT, MARKED WITH AN ORIGINAL SIGNATURE AND SEAL SHALL BE CONSIDERED TO BE VALID, TRUE COPIES.
FILE NAME: O:\Projects\Resource Environmental Solutions\2016002300RA - TO # 6 - Polecat Mitigation Site\CADD\Plan Set\2016002300RA SHT DETAILS.dwg - July 17, 2017 - Ben Carroll
DICKSON
community infrastructure consultants
Transportation + Water Resources
Urban Development + Geomatics
720 Corporate Drive
Raleigh, NC 27607
(v) 919.782.0495
(fl 919.782.9672
www.wkdickson.com
NC. LICENSE NO. F-0374
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PROJ. DATE: OCT 2016
Q.C.: FM
Q.C. DATE: DEC 2016
DRAWING NUMBER:
D6
PROJ. NO.:
20160023.00. RA