20091321 Ver 2_Mitigation As-Built Plans_20200629

Strickland, Bev
From: Elliott, Jason C
Sent: Monday, June 29, 2020 3:41 PM
To: Liz Hair ([e-mail])
Cc: Matthews, Monte K SAW ([e-mail]); Chapman, Amy;
Steenhuis, Joanne; Wilson, Travis W.; Gary Jordan ([e-mail]); Amanetta
Somerville ([e-mail]); Green, Matthew L; Hunt, Donavan; Griffin,
Randy W; Price, Gregory W; Overton, Stephen M; Hector Cruz; Elliott, Jason C
Subject: B-4138WM UT to Cape Fear River As -Built Plans
Attachments: B-4138WM UT to Cape Fear River As -Built Plans.pdf
Good afternoon all,
Please see the attached as -built plans for the B-4138WM UT to Cape Fear River stream remediation project. Please let
me know if you have any question or comments. Thanks!
Jason C. Elliott
Environmental Analysis Unit
Environment Analysis Engineering Group
NC Department of Transportation
1598 Mail Service Center
Raleigh, NC 27699-1598
Phone: [phone]
Fax: [phone]
Email correspondence to and from this address is subject to the
North Carolina Public Records Law and may be disclosed to third parties.
Facebook Twitter YouTube
Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties.
1

STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
ROY COOPER
GOVERNOR
June 29, 2020
Ms. Liz Hair
U.S. Army Corps of Engineers
69 Darlington Avenue
Wilmington, NC 28403
J. ERIC BOYETTE
SECRETARY
Subject: As -Built Report for Stream Remediation on the UT to Cape Fear River Mitigation
Site, Harnett County, TIP Project No. B-4138WM, USACE Permit Action ID:
SAW-2003-00357, NCDWR Project No. 20091321
Dear Ms. Hair,
Per USACE Permit Special Condition #8 and NCDWR Permit Conditions #1 and #2, please find
enclosed the B-4138 UT to Cape Fear River As -Built Reports. These as -built reports consist of
the stream remediation that was completed on the B-4138 Bridge No. 46 on US 401/NC 210 over
the Cape Fear River. The Division 6 Resident Engineer responsible for administering the
contract has certified that the site was constructed according to the construction plan sheets, with
any exceptions noted in this As -Built Report. Due to seasonal planting limits, the streambank
reforestation has not yet been completed. It is scheduled to be completed in the winter of 2020-
2021. This completion date will be included in all future monitoring reports.
The following information has been included as part of the As -Built Report: 1) Stream
Remediation Locations, 2) Cross Section, Photo Point and Vegetation Plot Locations, 3)
Reforestation and Detail Sheets. The site will be monitored for steam stability and vegetation
survival for five years.
Mailing Address: Telephone: [phone] Location:
NC DEPARTMENT OF TRANSPORTATION Fax: [phone] BIRCH RIDGE DRIVE
ENVIRONMENTAL ANALYSIS UNIT Customer Service: 1-877-368-4968 RALEIGH, NC 27610
1598 MAIL SERVICE CENTER
RALEIGH, NC 27699-1598
Website: www.ncdot.gov

If you should have any questions or require additional information, please contact Mr. Randy
Griffin at [phone]. Thank you once again for your continued support and cooperation.
for
Sincerely,
DocuSigned by:
.�.y W . £ 4 4 114.
B8BFC9470D9E461...
Philip S. Harris, III, P.E., Unit Head
Environmental Analysis Unit
Enclosures
cc: Mr. Monte Matthews, USACE, Wilmington
Ms. Amy Chapman, NCDWR
Ms. Joanne Steenhuis, NCDWR
Mr. Travis Wilson NCWRC
Mr. Gary Jordan, USFWS
Ms. Amanetta Somerville, USEPA
Mr. Matt Green, NCDOT- REU
Mr. Donavon Hunt, NCDOT-Div. 6 Resident Engineer
Mr. Randy Griffin, NCDOT-NES
Mr. Gregory Price, NCDOT-Div. 6 Environmental Officer

See Sheet IA For Index of Sheets
See Sheet IB For Conventional Symbols
s
ATE OF NOR
H CAROLINA
STATE STATE PROJECT REFERENCE NO.
SHEET TOTAL
NO SHEETS
N.C. B-4138WM OSMHH 19
PROJECT.• B-4138WM
NC DOT CONTACT. JASON ELLIOTT
DIVISION OF HIGHWAYS
PLAN FOR ON SITE MITIGATION REPAIR
HARNETT COUNTY
LOCATION: TOWN OF LILLINGTON, WEST OF NC HIGHWAY 210 /401
NORTH OF THE CAPE FEAR RIVER
STATE PRO!. NM
P. A.P0.61.M DG0.'RIM.
33490.4.2 Const.
*AS B UILT PLANS
TYPE OF WORK: ON -SITE STREAM MITIGATION REPAIR / RESTORATION
BEGIN TIP PROJECT B-4138
-PROP CL- Sta. 10 + 00.00
NC HIGHWAY 210/401
SOUTHBOUND LANES
SOUTHBOUND BRIDGE
CAPE FEAR RIVER
END TIP PROJECT B-4138
-PROP CL- Sta. 16 + 05.82
0d'4
``0
GRAPHIC SCALES
30 15 0 30 60
PLANS
30 15 0 30 60
Ili 11�
PROFILE (HORIZONTAL)
b 3 0 6 12
IT1Tf�
PROFILE (VERTICAL)
DESIGN DATA
PROJECT LENGTH
MITIGATION TYPE
REPAIR /RESTORATION
LENGTH
606 LF
PLANS PREPARED FOR Kimley>)Horn
THE NCDOT BY: °''
2012 STANDARD SPECIFICATIONS
DESIGN ENGINEER
P.E.
SIGNATURE:
DIVISION OF HIGHGVAYS
STATE OF NORTH CAROLINA
P.E.
STATE HIGHWAY DESIGN ENGINEER

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
SHEET NO.
B-4/38VV M
OsM-lA
09/26/11
GENERAL NOTES
ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING STANDARDS:
A) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR ROADS
AND STRUCTURES, DATED JANUARY 2018, AND ANY SUPPLEMENTS THERETO ISSUED PRIOR TO THE
DATE OF RECEIPT OF BIDS.
B) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION "ROADWAY STANDARD DRAWINGS, ENGLISH"
DATED JANUARY 2018, AND ANY SUPPLEMENTS ISSUED THERETO PRIOR TO THE DATE OF RECEIPT OF BIDS.
ALL RIGHT OF WAY CORNER MARKERS OR FENCING SHALL BE PLACED BY OTHERS AS NECESSARY.
THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING ANY DISTURBANCE OR DAMAGE TO EXISTING UTILITIES
AND SHALL BE RESPONSIBLE FOR IMMEDIATELY REPAIRING ANY DAMAGES AT A COST INCIDENTAL TO THIS
CONTRACT.
ABANDONED SECTIONS OF THE EXISTING CHANNEL SHALL BE FILLED TO THE MAXIMUM EXTENT FEASIBLE
WITH MATERIAL EXCAVATED ON —SITE. THIS EXCAVATED MATERIAL SHALL BE STOCKPILED ADJACENT TO
THE REACHES OF CHANNEL OR DITCHES TO BE BACKFILLED.
THE CONTRACTOR MAY UTILIZE THE DESIGNATED STAGING AREA AND THE AREA INSIDE THE PROPOSED
RIGHT OF WAY FOR STAGING AND STOCKPILING EQUIPMENT AND MATERIALS.
THE STREAM SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE TYPICAL SECTIONS.
SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THE PROJECT. THE CONTRACTOR SHOULD
MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
ROADWAY STANDARD DRAWINGS
(REV. JANUARY 2018)
THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD
DRAWINGS" — ROADWAY DESIGN UNIT — N.C. DEPARTMENT OF TRANSPORTATION —
RALEIGH, N.C., DATED JANUARY 2018 AND THE LATEST REVISION THERETO
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED
A PART OF THESE PLANS.
CONSTRUCTION SEQUENCING
LAYOUT LOCATION OF THE NEW STREAM CHANNEL, CONSTRUCTION EASEMENT LIMITS, AND GRADE
STAKES. THE ENGINEER MUST INSPECT AND APPROVE ALL LAYOUT WORK BEFORE CONSTRUCTION MAY BEGIN.
MOBILIZE EQUIPMENT AND MATERIALS TO THE SITE.
INSTALL CONSTRUCTION ENTRANCE PER EROSION CONTROL PLAN.
ESTABLISH STAGING AREAS AND MARK CONSTRUCTION EQUIPMENT ACCESS LOCATIONS WITH VISIBLE
MARKERS. CONSTRUCTION EQUIPMENT SHALL BE CONTAINED WITHIN THE LIMITS OF CONSTRUCTION AS
DEPICTED IN THE PLANS OR SPECIFIED BY THE ENGINEER.
INSTALL TEMPORARY EROSION CONTROL MEASURES.
BEGIN FLOODPLAIN GRADING, INCLUDING EXCAVATION OF BANKFULL BENCHES AT LOCATIONS DEPICTED IN
THE PLANS AND AS DIRECTED BY THE ENGINEER. STOCKPILE MATERIALS IN AREAS DESIGNATED ON THE
PLANS.
AT THE COMPLETION OF GRADING ACTIVITIES TOPSOIL SHALL BE IMPORTED FROM OFF —SITE AND PLACED ON
ALL GRADED CHANNEL BANKS, FLOODPLAIN, AND UPLAND SLOPE AREAS. TOPSOIL SHALL BE APPLIED AT A DEPTH
OF 6 INCHES MINIMUM TO ALL FLOODPLAIN BENCHES, AND TERRACE OR UPLAND SLOPES UP TO THE POINT
WHERE THEY TIE INTO NATURAL GROUND AND TOPSOIL SHALL BE APPLIED AT A DEPTH OF 6 INCHES MINIMUM
TO ALL STREAM BANKS. FINAL GRADES AFTER THE PLACEMENT OF TOPSOIL SHALL MEET THE GRADES SHOWN
IN THE CONSTRUCTION DRAWINGS. TOPSOIL IS ALSO TO BE PLACED ON BARE AREAS OF THE SITE THAT ARE
OUTSIDE OF THE PROPOSED LIMITS OF GRADING. SEE TYPICAL SECTIONS FOR DETAIL. TOPSOIL SHALL BE OF
SUFFICIENT QUALITY TO CONTAIN 4% TO 10% ORGANIC CONTENT. IMPORTING TOPSOIL FROM OFFSITE SHALL
BE CONSIDERED INCIDENTAL TO THIS CONTRACT.
CONSTRUCTION SHALL PROCEED IN SUCCESSIVE REACHES WITH THE UPSTREAM REACH BEING COMPLETED
PRIOR TO INITIATING CONSTRUCTION OF THE ADJACENT DOWNSTREAM REACH. EACH REACH SHALL BE LIMITED
IN LENGTH TO WORK THAT CAN BE COMPLETED BEFORE ALLOWING WATER TO FLOW THROUGH THAT REACH.
COMPLETION OF A REACH SHALL CONSIST OF CHANNEL CONSTRUCTION, FLOODPLAIN GRADING, IN —STREAM
STRUCTURE INSTALLATION, BED MATERIAL INSTALLATION, AND EROSION CONTROL MEASURES. CONSTRUCTION
SHALL BE DONE IN THE DRY. INSTALL IMPERVIOUS DIKES AND PUMP AROUND SYSTEM TO PUMP STREAM
DISCHARGE AROUND THE IMMEDIATE WORK AREA AS NECESSARY.
AT THE END OF EACH DAYS CONSTRUCTION WORK, THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS
AND COVER THE STREAM BANKS AND BANKFULL BENCHES WITH COIR FIBER MATTING. IN ADDITION, THE
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY EROSION CONTROL MEASURES
ON A DAILY BASIS THROUGHOUT THE CONSTRUCTION PROCESS.
AFTER ALL IN —STREAM WORK IS COMPLETED, THE CONTRACTOR SHALL REMOVE TEMPORARY EROSION
CONTROL MEASURES AND TEMPORARY STREAM ACCESS AND SCARIFY ANY COMPACTED AREAS AS DIRECTED
BY THE ENGINEER. ALL PORTIONS OF THE SITE SHALL BE STABILIZED WITH TEMPORARY EROSION CONTROL
MEASURES.
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
©2018
SEQUENOINGHANDSGCONSTRUCTION
ERATS
PROJECT ENGINEER
APPROVED BY:
DATE:
INDEX OF SHEETS
OSM-1
OSM-1A
OSM-1B
OSM-2
OSM-2A
OSM-2B
OSM-2C
OSM-2D
OSM-2E
OSM-3
OSM-3A
OSM-4
OSM-5
EC-1
EC-2
XS-01 — XS-04
TITLE SHEET
INDEX OF SHEETS, CONSTRUCTION SEQUENCING, GENERAL NOTES
CONVENTIONAL PLAN SHEET SYMBOLS
TYPICAL SECTIONS
DETAILS
— ROCK CROSS VANE
— TEMPORARY ROCK SILT CHECK TYPE "A"
— ROCK SILL DETAIL
— CONSTRUCTED RIFFLE DETAIL
— EXAMPLE OF PUMP AROUND OPERATION
— COIR FIBER MATTING DETAIL
— FLOODPLAIN INTERCEPTOR DETAIL
— COIR FIBER WATTLE DETAIL
— SILT FENCE COIR FIBER WATTLE BREAK DETAIL
— MORPHOLOGICAL TABLES
SUMMARY OF QUANTITIES
SUMMARY OF EARTHWORK
FOR MITIGATION
CURVE DATA SHEET
PLAN SHEET
PROFILE SHEET
EROSION CONTROL TITLE SHEET
EROSION CONTROL PLAN SHEET
CROSS SECTIONS
—FP
STREAM SYMBOLS
PLAN VIEW SYM
I1)
OLS
FP— BACK OF FLOODPLAIN BENCH
CONSTRUCTED RIFFLE
RIPRAP
COIR FIBER WATTLE
COIR FIBER WATTLE
SILT FENCE BREAK
•
PROFILE SYM
II
COCOO
��oop0 0p
oo
°08( 8c5
80)9 %occ18
OLS
EXISTING GROUND ELEVATION
PROPOSED GROUND ELEVATION
PROPOSED BANKFULL
ROCK CROSS VANE
ROCK SILL
TEMPORARY ROCK SILT CHECK
TYPE A
PROPOSED
ROCK CROSS VANE
cettetettattee CONSTRUCTED RIFFLE

s
A
c
11 :
•
I\
V (�I
II
CA
Iv
SI
•
•
I„
I-1
d
PROJECT REFERENCE NO. SHEET NO.
B -4138W M osM-/e
12/2/2016
BOUNDARIES AND PROPERTY:
State Line
County Line
Township Line
City Line
Reservation Line
Property Line
Existing Iron Pin
Computed Property Corner
Property Monument
Parcel/Sequence Number
Existing Fence Line
Proposed Woven Wire Fence
Proposed Chain Link Fence
Proposed Barbed Wire Fence
Existing Wetland Boundary
Proposed Wetland Boundary
Existing Endangered Animal Boundary
Existing Endangered Plant Boundary
Existing Historic Property Boundary
Known Contamination Area: Soil
Potential Contamination Area: Soil
Known Contamination Area: Water
Potential Contamination Area: Water
Contaminated Site: Known or Potential
0
EIP
X
ECM
X
X
INLB
**LB
EAB
BUILDINGS AND OTHER CULTURE:
Gas Pump Vent or U/G Tank Cap
Sign
Well
Small Mine
Foundation
Area Outline
Cemetery
Building
School
Church
Dam
HYDROLOGY:
Stream or Body of Water
Hydro, Pool or Reservoir
Jurisdictional Stream
Buffer Zone 1
Buffer Zone 2
Flow Arrow
EPB
HPB
s :•
s
w
w
0
0
S
0
)cc
1
Js
Disappearing Stream
Spring
Wetland
Proposed Lateral, Tail, Head Ditch
False Sump
BZ 1
BZ 2
» > >
FLO*
CONVENTIONAL PLAN SHEET SYMBOLS
RAILROADS:
Standard Gauge
RR Signal Milepost
Switch
RR Abandoned
RR Dismantled
CSX TRANSPORTATION
0
MILEPOST 35
SWITCH
—I— —I—
RIGHT OF WAY & PROJECT CONTROL:
Secondary Horiz and Vert Control Point
Primary Horiz Control Point
Primary Horiz and Vert Control Point
Exist Permanent Easment Pin and Cap
New Permanent Easement Pin and Cap
Vertical Benchmark
Existing Right of Way Marker
Existing Right of Way Line
New Right of Way Line
New Right of Way Line with Pin and Cap
New Right of Way Line with
Concrete or Granite R'W Marker
New Control of Access Line with
Concrete C/A Marker
Existing Control of Access
New Control of Access
Existing Easement Line
New
New
New
New
New
New
New
Temporary Construction Easement
Temporary Drainage Easement
Permanent Drainage Easement
Permanent Drainage / Utility Easement
Permanent Utility Easement
Temporary Utility Easement
Aerial Utility Easement
•
•
0
ROADS AND RELATED FEATURES:
Existing Edge of Pavement
Existing Curb —
Proposed Slope Stakes Cut
Proposed Slope Stakes Fill
Proposed Curb Ramp
Existing Metal Guardrail
Proposed Guardrail
Existing Cable Guiderail
Proposed Cable Guiderail
Equality Symbol
Pavement Removal
VEGETATION:
Single Tree
Single Shrub
E
E
TDE
PDE
DUE
PUE
TUE
AUE
c
F
T
CR
T
T
T T T T
0 0 0
CI
0
Hedge
Woods Line
Orchard
Vineyard
EXISTING STRUCTURES:
MAJOR:
Bridge, Tunnel or Box Culvert
Bridge Wing Wall, Head Wall and End
MINOR:
Head and End Wall
Pipe Culvert
Footbridge
Wall -
Drainage Box: Catch Basin, DI or JB
Paved Ditch Gutter
Storm Sewer Manhole
Storm Sewer
UTILITIES:
POWER:
Existing Power Pole
Proposed Power Pole
Existing Joint Use Pole
Proposed Joint Use Pole
Power Manhole
Power Line Tower
Power Transformer
U/G Power Cable Hand Hole
H-Frame Pole
U/G Power Line LOS B (S.U.E.*)
U/G Power Line LOS C (S.U.E.*)
U/G Power Line LOS D (S.U.E.*)
TELEPHONE:
Existing Telephone Pole
Proposed Telephone Pole
Telephone Manhole
Telephone Pedestal
Telephone Cell Tower
U/G Telephone Cable Hand Hole
U/G Telephone Cable LOS B (S.U.E.*)
U/G Telephone Cable LOS C (S.U.E.*)
U/G Telephone Cable LOS D (S.U.E.*)
U/G Telephone Conduit LOS B (S.U.E.*)
U/G Telephone Conduit LOS C (S.U.E.*)
U/G Telephone Conduit LOS D (S.U.E.*)
U/G Fiber Optics Cable LOS B (S.U.E.*)
U/G Fiber Optics Cable LOS C (S.U.E.*)
U/G Fiber Optics Cable LOS D (S.U.E.*)
Vineyard
CONC
>—
CONC "
CONC HW
CB
S
•
b
•
-6-
x
P
P
—0—
T
HH
T — — — —
T
T
—TC— — — —
TC
TC
—T FO— — —
T FO
T FO
WATER:
Water Manhole
Water Meter
Water Valve
Water Hydrant
U/G Water Line
U/G Water Line
U/G Water Line
LOS B (S. U. E*)
LOS C (S.U.E*)
LOS D (S.U.E*)
Above Ground Water Line
TV:
TV Pedestal
TV Tower
U/G TV Cable Hand Hole
U/G TV Cable LOS B (S.U.E.*)
U/G TV Cable LOS C (S.U.E.*)
U/G TV Cable LOS D (S.U.E.*)
U/G Fiber Optic Cable LOS B (S.U.E.*)
U/G Fiber Optic Cable LOS C (S.U.E.*)
U/G Fiber Optic Cable LOS D (S.U.E.*)
GAS:
Gas Valve
Gas Meter
U/G Gas Line LOS B (S.U.E.*)
U/G Gas Line LOS C (S.U.E.*)
U/G Gas Line LOS D (S.U.E.*)
Above Ground Gas Line
SANITARY SEWER:
Sanitary Sewer Manhole
Sanitary Sewer Cleanout
U/G Sanitary Sewer Line
Above Ground Sanitary Sewer
SS Forced Main
SS Forced Main
SS Forced Main
MISCELLANEOUS:
Utility Pole
Line LOS B (S.U.E.*)
Line LOS C (S.U.E.*)
Line LOS D (S.U.E.*)
Utility Pole with Base
Utility Located Object
Utility Traffic Signal Box
Utility Unknown U/G Line LOS B (S.U.E.*)
U/G Tank; Water, Gas, Oil
Underground Storage Tank, Approx. Loc.
A/G Tank; Water, Gas, Oil
Geoenvironmental Boring
U/G Test Hole LOS A (S.U.E.*)
Abandoned According to Utility Records
End of Information
A/G A/G Water
c
HH
TV
TV
TV
TV FO
TV FO
TV FO
G
G
A/G Gas
ss
A/G Sanitary Sewer
— — —FSS— — — —
FSS — —
FSS
•
0
n
7UTL
AATUR
E.O.I.

GRADED FLOODPLAIN LIMIT
PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
SHEET NO.
B —4/38W
OSM-2
66/26/11
FP
FP
pool-
04/4
\0+
•
„ ,, /A, , 4441141pr
11 i�—. 0 04Y�1# �' HR1 ♦����� ���� �\,_ \ cry 4*'
'4i A�� i���1�1 ��i��j���� ��������N.- 4., ����" ApiAl:le" '4, ����♦
'i• R1 �•4��• ,•
�I'
FP
GRADED FLOODPLAIN LIMIT
FP
1-
0
a.
FP
TYPICAL PLAN
POOL - TO - POOL (L)
1-
0
a
z
FP
•
COIR FIBER
MATTING,
SEE DETAIL
VANE ARM ON INSIDE OF
BEND MAYBE SHORTER
AND STEEPER IF GEOMETRY
REQUIRES
BANKFULL
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
©2018
TYPICAL SECTIONS
PROJECT ENGINEER
APPROVED BY:
DATE:
CROSS VANE CONSTRUCTION
IN MEANDER -BEND
PLAN VIEW
POOL
GLIDE —
RIFFLE
RUN
POOL
GLIDE _
RIFFLE
0
HEAD OF RIFFLE I
`
W
BEGINNING OF POOL
`
HEAD OF RIFFLE
`
J
L
0
u.
O
0
0
0
0
FLOW
RIFFLE
SLOPE
W
%//�/ \//,\ . \\/\\/\
BED `\\\i\\\%\%\%\%/��%\%/7\%��A��/�\�/
TYPICAL PROFILE
CHANNEL TYPICAL DETAIL
NOT TO SCALE
\\//
r�\\ • \ �\\i\\\j�\/%
TIE TO
EXISTING
GROUND
/%/%//''
BANKFULL
'\//\ /\
TIE TO
EXISTING
GROUND
X\ /\/
Wbkf
TYPICAL RIFFLE
Wbkf
TYPICAL POOL
W bench WIDTH VARIES `
(SEE CROSS SECTIONS)
EXTENTS OF FLAT
FLOODPLAIN BENCH,
DESIGNATED BY FLOODPLAIN
LINE ( FP —)
IN THE PLAN SHEETS.
OVER -EXCAVATE FLOODPLAIN AND
FLOODPLAIN SLOPES TO A DEPTH
OF 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO FINAL
GRADE. BEGIN 2' FROM TOP OF BANK
AND EXTEND TO EXCAVATION LIMITS.
OVER -EXCAVATE STREAM BANKS
AND EDGE OF FLOODPLAIN TO A
DEPTH 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO
FINAL GRADE. EXTEND FROM TOE
OF BANK TO LIMITS OF 6" DEEP
TOPSOIL.
TIE TO
EXISTING
GROUND
OVER -EXCAVATE FLOODPLAIN AND
FLOODPLAIN SLOPES TO A DEPTH
OF 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO FINAL
GRADE. BEGIN 2' FROM TOP OF BANK
AND EXTEND TO EXCAVATION LIMITS.
WIDTH
VARIES
BANKFULL
/ / / / / P"
EXTENTS OF FLAT S,
FLOODPLAIN BENCH,
DESIGNATED BY FLOODPLAIN
LINE (—FP —)
IN THE PLAN SHEETS.
3.
Wfpa
Wbkf
4
Amax
EWb
TIE TO
EXISTING
GROUND
BANKFULL
//
TYPICAL RIFFLE WITH
BANKFULL BENCH
OVER -EXCAVATE STREAM BANKS
AND EDGE OF FLOODPLAIN TO A
DEPTH 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO
FINAL GRADE. EXTEND FROM TOE
OF BANK TO LIMITS OF 6" DEEP
TOPSOIL.
Wfpa
2:1 OR
FLATTER
D1f
}
W bench WIDTH VARIES
(SEE CROSS SECTIONS
BANKFULL
""I\
TIE TO
EXISTING
GROUND
•
EXTENTS OF FLAT
FLOODPLAIN BENCH,
DESIGNATED BY FLOODPLAIN
LINE ( F p
IN THE PLAN SHEETS.
OVER -EXCAVATE FLOODPLAIN AND
FLOODPLAIN SLOPES TO A DEPTH
OF 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO FINAL
GRADE. BEGIN 2' FROM TOP OF BANK
AND EXTEND TO EXCAVATION LIMITS.
OVER -EXCAVATE STREAM BANKS
AND EDGE OF FLOODPLAIN TO A
DEPTH 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO
FINAL GRADE. EXTEND FROM TOE
OF BANK TO LIMITS OF 6" DEEP
TOPSOIL.
Wbench
I \ \ \,11,\ \
/'
TIE TO
EXISTING
GROUND
/,i/,//,.
EXTENTS OF FLAT
FLOODPLAIN BENCH,
DESIGNATED BY FLOODPLAIN
LINE (—Fp )
IN THE PLAN SHEETS.
OVER -EXCAVATE FLOODPLAIN AND
FLOODPLAIN SLOPES TO A DEPTH
OF 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO FINAL
GRADE. BEGIN 2' FROM TOP OF BANK
AND EXTEND TO EXCAVATION LIMITS.
OVER -EXCAVATE STREAM BANKS
AND EDGE OF FLOODPLAIN TO A
DEPTH 6" BELOW FINAL GRADE AND
PLACE 6" OF TOPSOIL TO FILL TO
FINAL GRADE. EXTEND FROM TOE
OF BANK TO LIMITS OF 6" DEEP
TYPICAL POOL WITH TOPSOIL.
BANKFULL BENCH
W
bkf
Dmax
Wb
Wfpa
W if
D if
Wbench = BENCH WIDTH
= BANKFULL WIDTH
= MAXIMUM DEPTH
= BOTTOM WIDTH
= FLOOD PRONE AREA WIDTH
= LOW FLOW WIDTH
= LOW FLOW DEPTH
CROSS-SECTION DIMENSIONS (IN FEET)
RIFFLE
POOL
W
bkf
D max
W
b
W
Wfpa
W
bkf
W
if
D
if
D max
W
b
W
Wfpa
W
bench
Width/Depth
Ratio
10.5
1 .0
4.5
SEE CROSS SECTIONS
12.2
5.2
0.8
1.8
2.0
SEE CROSS SECTIONS
10.0 MIN.
15.2

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
B-4/38VVM
SHEET NO.
OSM-2A
1/3
BANKFULL
WIDTH
t
BANKFULL
1/3 1/3
BANKFULL BANKFULL
WIDTH WIDTH
FLOW
HEADE
ROCK
FOOTER
ROCK
KEY IN VANE TO BANK
MINIMUM OF 6.0' AT AN
ELEVATION EQUAL TO
BANKFULL OR SLIGHTLY
LOWER
FLOW -
BACKFILL WITH EXISTING
BED MATERIAL, TYP.
#57 STONE, TYP.
A
PLAN VIEW
HEADER ROCK ,TYP.
SEE PROFILE FOR
ELEVATION
EXCAVATED TRENCH
FOR ROCK CROSS VANE
CONSTRUCTION
0 o
O pO
kuir2' (0.6m) od
MINIMUM
BANKFULL
. FLOW
BACKFILL WITH EXISTING
BED MATERIAL, TYP.
#57 STONE
BOULDER SIZE DATA CHART
BOULDER DIMENSIONS
HEIGHT
WIDTH
LENGTH
2'
2.5'
3'
BANKFULL
#57 STONE
FILTER FABRIC
POOL EXCAVATED PER
DIRECTION OF ENGINEER
SET HEADER ROCK BACK
A MINIMUM OF 1/3 WIDTH
OF THE FOOTER ROCK
BED
EXCAVATED POOL
FOOTER ROCK, TYP.
ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
FILTER FABRIC, TYP.
SECTION A -A
NOTE: THESE DIMENSIONS SPECIFY
THE MINIMUM BOULDER SIZE
2' (0.6m)
MINIMUM
4% TO 10% SLOPE
FILTER FABRIC
TIE VANE ARM INTO
BANKFULL ELEVATION
HEADER
ROCKS
SECTION B-B
FOOTER
ROCKS
ROCKS IN VANE ARM SHOULD
NOT BE GAPPED OR HAVE ANY
SIGNIFICANT SPACES
BED
NOTES:
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
VANE ARM TIES INTO BANKFULL.
2. DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS.
3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
BETWEEN HEADERS AND FOOTERS.
4. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
ROCK CROSS VANE DETAIL
SEDIMENT CONTROL STONE
A
STRUCTURAL STONE
1' MIN
i
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
©2018
DETAILS I OF 4
PROJECT ENGINEER
,tttttuuU#y,,
°� �CARo ►..
° • ssy4,
mamgAE
r '030000
1.99•. HO I H�``••'Q
APPROVED BY:
DATE:
FLOW
B
O pCJO pCJO CJDp•
��o�o�o�o�o
moo o�� �o�� oo�oo
4 c, D , 4 9, o )_Doz o C,
oo o o o o 0 0 ��o o
fo�o�o�o�o��o�a�o�
p 0 o� �O DOp'. cp
p9a p9CS OpDF p9):q p(
B�
PLAN
2/3 CHANNEL
WIDTH
1
SECTION A -A
A
NOTE
USE CLASS 'B' EROSION CONTROL STONE
FOR STRUCTURAL STONE.
USE NO. 5 OR NO. 57 STONE FOR SEDIMENT
CONTROL STONE.
1b
1' MIN
H = 2' MIN
b
I i
12"
g p g 9'9> D p D p D p o
O (Tha0 C a0 �0 C=70 Ca0 • ".
liEllalifE
pOC
SECTION B-B
*T = 12" MIN., 18" MAX.
TEMPORARY ROCK SILT CHECK TYPE "A"
NOT TO SCALE
NOT TO SCALE

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
B-4/38VV M
SHEET NO.
OsM-2B
B
BOULDERS
(SEE NOTE
FOR SIZE)
C
ROCK SILL
i
ELEVATION POINT
TOP OF
BANK
O
14.
A
travels
00/ O 0;000 0•�0001100
O 0.000 00000 0000 00
0 gp%oXT »0Cj 00O00 °0
no • 000 O 000 0 00 0
O o%t000 °0000 00000 00
0•P0°O O 0000 O 0�00°O 0;000
0 �i.000 00000 '000000
•O »%oj0.00� 0�0 �.0� 0� 000
•o�•,0•ow.:0•0lev.-0•o��.
00: 00°000004p�0 00
o° •Oo°00 �0000'0 0o0a
0° 00 Oo0°00000"qb0 000
Oo°O°0000°0v000001%O�ooc00
0 000cxm00 0°0000:°000 0 000
0o�0 oO�o00 00�.�0 oO�o_0
0000 000000 000II% O°0/00�
INS
TOE
B
HEAD of
RIFFLE
1I
1.1
A
100
Riffle
C
000
0
PLAN VIEW
REACH
Wbkf (ft)
10.5
Dmax (ft)
1.0
TOE OF
RIFFLE
COIR FIBER
MATTING (TYP.)
HEAD OF
RIFFLE
18" NOM. THICKNESS WELL
GRADED MIX OF CLASS "A",
"B", AND NO. 57 STONE
SECTION A -A
ROCK SILL
Dmax (SEE CHANNEL
TYPICAL DETAILS)
1/2 Dmax
SECTION B-B
ROCK SILL DETAIL
NOT TO SCALE
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
©2018
DETAILS 2 OF 4
PROJECT ENGINEER
`,,,l111111U,,I,,1
ro:,otEssIsi +
�00
'• e6-0,- j0. s ;
N M .loss DATE:
APPROVED BY:
COIR FIBER
MATTING (TYP)
0
0
O #000 . 00
000°
18" NOM. THICKNESS WELL
GRADED MIX OF CLASS "A",
"B, AND NO. 57 STONE, AND
EXISTING CHANNEL BED MATERIAL.
SECTION C-C
1/2 Dmax
TOE
NOTE:
1. BOULDERS SHOULD BE NATIVE STONES
OR SHOT ROCK, ANGULAR AND OBLONG,
WITH AN AXIS APPROXIMATELY
3.0'Lx2.5'Wx2.0'D
ROCK CROSS
VANE OR BOULDERS.
IF PLAN VIEW SHOWS
A ROCK CROSS VANE
AT THE TOE OF RIFFLE
THEN NO ADDITIONAL
BOULDERS ARE NECESSARY
(SEE ROCK CROSS
VANE DETAIL)
B
BOULDERS
(SEE NOTE
FOR SIZE)
ELEVATION POINT
)11.-A
TOP OF
BANK
HEAD of
RIFFLE
0oI o o �OOo 00000 0000
0 Ooo0oo 00°OOo 0o0o000
o OO o OoO0O°00 0Oo 80c)
0 OO o 00 OO o 00
Oo0°oo oOo0o�o0000o�o�oO00
o00 °
O000o00000000000000
SON OOo000000000000
0o°g 00 °°o�g °0
00 0° 0 0v0o000c 0°0
0 0O4,,,--006.--)41477,1).\000AMP" Ifillke_
Omow v La vw
HEADER
ROCK
FOOTER
ROCK
A
ELEVATION POINT
Riffle
TOE
B
C
TOE OF
RIFFLE
#57 STONE
FILTER FABRIC
HEAD OF
RIFFLE
GLO
3'
MINIMUM
COIR FIBER
MATTING (TYP.)
BURY BOULDERS 0.1' BELOW BED
12" NOM. THICKNESS WELL
GRADED MIX OF CLASS A,
B, AND NO. 57 STONE
RIFFLE
FILTER
FABRIC
SECTION A -A
ROCK CROSS VANE OR
BOULDERS (SEE PLAN
VIEW TO DETERMINE IF
A ROCK CROSS VANE IS
REQUIRED)
Dmax (SEE CHANNEL
TYPICAL DETAILS)
1 / 2 Dmax
SECTION B-B
COIR FIBER
MATTING (TYP)
12" NOM. THICKNESS WELL
GRADED MIX OF CLASS A ,
B , AND NO. 57 STONE, AND
EXISTING CHANNEL BED MATERIAL.
1/2 Dmax
QO li „O
0
bo,_06° i0 O°00 0b000 00000000°
SECTION C-C
TOE
NOTE:
1. BOULDERS SHOULD BE NATIVE STONES
OR SHOT ROCK, ANGULAR AND OBLONG,
WITH AN AXIS APPROXIMATELY
3.0'Lx2.5'Wx2.0'D
2. NOT ALL CONSTRUCTED RIFFLES REQUIRE
A ROCK CROSS VANE ON THE TOE OF RIFFLE.
3. IF NO ROCK CROSS VANE IS PROPOSED AT
THE TOE OF RIFFLE, INSTALL BOULDERS
AT THE TOE OF RIFFLE TO SECURE CONSTRUCTED
RIFFLE MATERIAL.
4. ALL CONSTRUCTED RIFFLES UPSTREAM OF A
ROCK VANE MUST HAVE A ROCK SILL INSTALLED
AT THE HEAD OF RIFFLE AS SHOWN IN THIS DETAIL.
dP
PLAN VIEW
CONSTRUCTED RIFFLE DETAIL
NOT TO SCALE

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
B-4/38VV M
SHEET NO.
OSM-2C
NOTES:
1) All excavation shall be performed in only dry or isolated
sections of channel.
2) Impervious dikes are to be used to isolate work from
stream flow when necessary.
3) All graded areas shall be stabilized within 24 hours.
4) Maintenance of stream flow operations shall be incidental
to the work. This includes polyethylene
sheeting, diversion pipes, pumps and hoses.
5) Pumps and hoses shall be of sufficicient size to dewater
the work area.
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL
PROVISIONS)
(SEE NCDOT STANDARD
DRAWING 1630.06)
Utilize a Stabilized Outlet
Instead of a Special Stilling
Basin If Pumping Clean Water
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
TEMPORARY
FLEXIBLE HOSE
SEQUENCE OF CONSTRUCTION FOR PUMP AROUND OPERATION
1. INSTALL SPECIAL STILLING BASIN(S).
2. INSTALL UPSTREAM PUMP AND TEMPORARY FLEXIBLE HOSE.
3. PLACE UPSTREAM IMPERVIOUS DIKE AND BEGIN PUMPING
OPERATIONS FOR STREAM DIVERSION.
4. PLACE DOWNSTREAM IMPERVIOUS DIKE AND PUMPING
APPARATUS. DEWATER ENTRAPPED AREA. AREA TO BE DEWATERED
SHALL BE EQUAL TO ONE DAY'S WORK.
5. PERFORM STREAM RESTORATION WORK IN ACCORDANCE WITH
THE PLANS.
6. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES,
PUMPS, AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM
IMPERVIOUS DIKES FIRST).
7. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE
DAY WITHIN THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS
DIKES. THE IMPERVIOUS DIKE LOCATIONS AS SHOWN ON THIS
SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR
EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR
EACH DAY'S WORK.
8. REMOVE SPECIAL STILLING BASIN(S) AND BACKFILL. STABILIZE
DISTURBED AREA WITH SEED AND MULCH.
PUMP —AROUND PUMP
SPECIAL STILLING BASIN
(SEE PROJECT SPECIAL PROVISIONS)
DEWATERING PUMP
EXISTING
STREAM
CHANNEL
IMPERVIOUS DIKE
(SEE PROJECT SPECIAL PROVISIONS)
EXAMPLE OF PUMP -AROUND OPERATION
NOT TO SCALE
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
p
DETAILS 3 OF 4
PROJECT ENGINEER
APPROVED BY:
DATE:
MATTING
IN TRENCH
DIRECTION
OF FLOW
ANCHORS ON
1' CENTERS
COIR FIBER
MATTING
ANCHORS ON
3' CENTERS
EXTEND MATTING
TO NWSEL
STREAM B
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
ON 1' CENTERS
6" OVERLAY(MIN)
PLAN VIEW
18"
(TYP)
BACKFILL.,
ANCHORS ON
3' CENTERS
ANCHORS ON
1' CENTERS
FLOODPLAIN/
EXISTING
GROUND
L 6" MIN
ANCHORS ON
1' CENTERS
IN TRENCH
MATTING SHALL BE
PLACED IN TRENCH
AND BACKFILLED
ANCHORS ON
1' CENTERS
TYPICAL CROSS SECTION
2" x 2" (nominal)
WOODEN STAKE
12-24"
1-2"
1-2"
#10 STEEL
REINFORCEMENT BAR
4"
4"
DIAMETER
BEND
24"
ANCHOR OPTIONS
COIR FIBER MATTING DETAIL
NOT TO SCALE
BANKFULL
-v
PLACEMENT OF
INTERCEPTOR AS
SHOWN ON PLANS
OR AT ENGINEER'S
DIRECTION
PLAN VIEW
3' (1m)
MINIMUM
6" (150mm) MIN.
FLOW -
BANKFULL BENCH/
FLOOD PLAIN
GROUN:
SURFACE
BANKFULL
WATER
SECTION A -A
K\,,\\\\ ELEVATION
NORMAL
WATER
SURFACE
EXTEND PERMANENT SOIL
REINFORCEMENT MATTING
DOWN BANK SLOPE TO EDGE
OF WATER
PERMANENT SOIL
REINFORCEMENT
MATTING
SECTION B-B
KEY IN MATTING
A MINIMUM OF 6"(150 mm)
FLOODPLAIN INTERCEPTOR DETAIL
NOT TO SCALE

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
SHEET NO.
B-4/38VVM
OSM-2D
09/26/11
COIR FIBER WATTLE
2'(MAX.)
MATTING
ISOMETRIC VIEW
2' UPSLOPE
STAKE
CROSS SECTION
VEE DITCH
FLOW
EDGE OF PAVEMENT
NATURAL GROUND
2' DOWNSLOPE
STAKE
INSET A
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE.
USE 2 FT. WOODEN STAKES WITH A 21N. BY 2 IN. NOMINAL
CROSS SECTION.
ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT
WASH AROUND WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE
STAKES AT AN ANGLE TO WEDGE WATTLE TO BOTTOM OF DITCH.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE
FORMED INTO A U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON
BOTH SIDES OF WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE
STANDARD SPECIFICATIONS.
2' UPSLOPE
STAKE
NATURAL GROUND
MATTING f \_ 2' DOWNSLOPE
STAKE
INSET B
CROSS SECTION
TRAPEZOIDAL DITCH
\\\\\\\\\\\ \\\\\\\\\\\
L\
2'(MI
See Inset B
TOP VIEW
MATTING
COIR FIBER WATTLE DETAIL
SILT
FENCE
SILT FENCE
POST
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
p
DETAIL 4 OF 4
PROJECT ENGINEER
APPROVED BY:
DATE:
OF FILL
ISOMETRIC VIEW
III �IIIIII■II I I111111111111111■IIII
9 FT.
FILL
MATERIAL
WATTLE
2' WOODEN
STAKE
3 FT.--1
SILT FENCE
MIME MIIEMEit
.1 IIIII II III ■II
IIA 1 F IIF IPII IIAIIAII-11-
II=IIA.
=11A11A11="
H Irk-
-2FT.
12" WATTLE
mA-v
�IIA
VIEW FROM SLOPE
II== ■
II II WII-11
-f
All
NOTES:
USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE AND
LENGTH OF 10 FT.
EXCAVATE A 1 TO 2 INCH TRENCH FOR WATTLE TO BE PLACED.
DO NOT PLACE WATTLE ON TOE OF SLOPE.
USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 21N. NOMINAL CROSS SECTION.
INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN
ANGLE TO WEDGE WATTLE TO GROUND.
PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A
U SHAPE NOT LESS THAN 12" IN LENGTH.
INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF
WATTLE AND AT EACH END TO SECURE IT TO THE SOIL.
WATTLE INSTALLATION CAN BE ON OUTSIDE OF THE SILT FENCE AS DIRECTED.
INSTALL TEMPORARY SILT FENCE IN ACCORDANCE WITH SECTION 1605 OF THE
STANDARD SPECIFICATIONS.
INSET A
FILL SLOPE
1 "-2" TRENCH
12" WATTLE
UPSLOPE STAKE
STAPLE
SIDE VIEW
SILT FENCE POST
SEE INSET A
DOWNSLOPE STAKE
SILT FENCE COIR FIBER WATTLE BREAK DETAIL
NOT TO SCALE
NOT TO SCALE

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
B-4/38VV M
SHEET NO.
OSM-2E
09/26/11
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
©2018
MORPHOLOGICAL TABLE
PROJECT ENGINEER
APPROVED BY:
DATE:
VARIABLES
Reference Reach Tributary to EXISTING
Cape Fear (Upstream)
Regional Curves Peidmont
Rural/Rosgen Reference Values
DESIGN
1.
Stream Type
E4 E4
C/E
E4
(Rosgen)
2.
Drainage Area
0.49 0.66
0.66
0.66
(sq. mile)
3.
Bankfull Width
Mean:
6.1
Mean:
5.4
Mean:
9 9
Mean:
10.5
(Wbkf)
Range:
5.3
6.5
Range:
3.0
7.2
Range:
--
--
Range:
--
--
4.
Bankfull Mean
Mean:
0 7 Mean:
0.90
Mean:
1 3
Mean:
0 7
depth (dbkf)
Range:
--
-- Range:
0.7
1.1
Range:
--
--
Range:
--
--
5.
Width/Depth Ratio
Mean:
8 7
Mean:
6 0
Mean:
7 6
Mean:
15.2
(Wbkf/dbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
6.
Bankfull cross -sectional
Mean:
5 3 Mean:
3 8
Mean:
16.2
Mean:
7 5
Area (Abkf)
Range:
4.3
6.6 Range:
2.5
5.4
Range:
--
--
Range:
--
--
7.
Bankfull Mean Velocity
Mean:
--
Mean:
3 4
Mean:
4 1
Mean:
3 4
(Vbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
8.
Bankfull Discharge, cfs
Mean:
--
Mean:
12.9
Mean:
66.0
Mean:
25.5
(Qbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
9.
Bankfull Maximum Depth
Mean:
1 3
Mean:
1 2
Mean:
--
Mean:
1 3
(dmax)
Range:
1.2
1.5
Range:
1.0
1.4
Range:
--
--
Range:
--
--
10.
Max dmax/dbkf
Mean:
-- Mean:
1 3
Mean:
--
Mean:
1 9
ratio
Range:
--
-- Range:
--
--
Range:
--
--
Range:
--
--
11.
Low Bank Height to max
Mean:
2 3
Mean:
4 2
Mean:
--
Mean:
1 0
dbkf ratio
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
12.
Width of Flood Prone
Mean:
20.0 Mean:
14.9
Mean:
--
Mean:
36.0
Area (Wfpa)
Range:
7.0
50.0 Range:
10.0
24.8
Range:
--
--
Range:
--
--
13.
Entrenchment Ratio
Mean:
3 3
Mean:
2 8
Mean:
--
Mean:
3 4
(Wfpa/Wbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
14.
Meander Length
Mean:
-- Mean:
194.7
Mean:
--
Mean:
194.7
(Lm)
Range:
--
-- Range:
184.0
207.0
Range:
--
--
Range:
--
--
15.
Ratio of Meander Length to
Mean:
--
Mean:
36.1
Mean:
--
Mean:
18.5
Bankfull Width (Lm/Wbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
16.
Radius of Curvature
Mean:
-- Mean:
98.0
Mean:
--
Mean:
98.0
(Ro)
Range:
--
-- Range:
89.0
112.0
Range:
--
--
Range:
89.0
112.0
17.
Ratio of Radius of Curvature
Mean:
--
Mean:
18.1
Mean:
--
Mean:
9 3
to Bankfull Width (Ro/Wbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
18.
Belt Width
Mean:
--
Mean:
35.0
Mean:
--
Mean:
24.4
(Wblt)
Range:
--
--
Range:
30.0
40.0
Range:
--
--
Range:
--
--
19.
Meander Width Ratio
Mean:
--
Mean:
6 5
Mean:
--
Mean:
2 3
(Wblt/Wbkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
20.
Sinuosity (k)
Mean:
1.17 Mean:
1.02
Mean:
--
Mean:
1.02
(Stream Length / Valley Length)
Range:
--
-- Range:
--
--
Range:
--
--
Range:
--
--
21.
Valley Slope (Svailey)
Mean:
0.0780
Mean:
0.0676
Mean:
--
Mean:
0.0061
(ft/ft)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
22.
Average Stream Slope
Mean:
0.0667 Mean:
0.0690
Mean:
0.0670
Mean:
0.0670
(Savg) = (Svalley/k)
Range:
--
-- Range:
--
--
Range:
--
--
Range:
--
--
23.
Riffle Slope
Mean:
--
Mean:
0.0120
Mean:
--
Mean:
0.0066
(Sriff)
Range:
--
--
Range:
0.0096
0.0147
Range:
--
--
Range:
--
--
24.
Ratio of Riffle Slope to Avg.
Mean:
-- Mean:
0 2
Mean:
--
Mean:
0 1
Slope (Snffle/Savg)
Range:
--
-- Range:
--
--
Range:
--
--
Range:
25.
Pool Slope
Mean:
--
Mean:
0.0030
Mean:
--
Mean:
0.0001
(Spool)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
26.
Ratio of Pool Slope to Avg.
Mean:
--
Mean:
0.04
Mean:
--
Mean:
0.001
Slope (Spool/Savg)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
27.
Maximum Pool
Mean:
--
Mean:
2 0
Mean:
--
Mean:
1 8
Depth (dpool)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
28.
Ratio of Pool Depth to Avg.
Mean:
--
Mean:
2 2
Mean:
--
Mean:
2 6
Depth (dpool/dbkf)
Range:
I --
Range:
--
I --
Range:
--
--
Range:
--
--
29.
Pool Width
Mean:
--
Mean:
11.9
Mean:
--
Mean:
12.2
(Wpool)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
30.
Ratio of Pool Width to
Mean:
-- Mean:
2 2
Mean:
--
Mean:
1 2
Bankfull Width (Wpool/Wbkf)
Range:
--
-- Range:
--
--
Range:
--
--
Range:
--
--
31.
Pool Area
Mean:
--
Mean:
19.4
Mean:
--
Mean:
11.6
(Apool)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
32.
Ratio of Pool Area to
Mean:
--
Mean:
5 1
Mean:
--
Mean:
1 5
Bankfull Area (Apool/Abkf)
Range:
--
--
Range:
--
--
Range:
--
--
Range:
--
--
33.
Pool to Pool Spacing
Mean:
--
Mean:
74.2
Mean:
--
Mean:
74.2
(p - p)
Range:
--
--
Range:
61.0
94.0
Range:
--
--
Range:
61.0
94.0
34.
Ratio of Pool to Pool Spacing
Mean:
-- Mean:
13.7
Mean:
--
Mean:
7 1
to Bankfull Width (p-p/Wbkf)
Range:
--
-- Range:
--
--
Range:
--
--
Range:
--
--
1. Geomorphic feature was not visibly present due to channelization and/or urban impacts to stream channel.
2. Feature was not measured as part of the project field effort

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO. SHEET NO.
B-4/38VyM OSM-3
09/26/11
SUMMARY OF Q UA NTITIES
DESCRIPTION
SECTION
QUANTITIY
UNIT
ITEM DESCRIPTION
0000400000-N
SP
1
LS
CONSTRUCTION SURVEYING FOR MITIGATION
0043000000-N
SP
1
LS
GRADING FOR MITIGATION
1077000000-M
1610
80
TON
#57 STONE
3651000000-M
SP
70
TON
BOULDER
3 642 000000-M
876
90
TON
PLAIN RIP RAP, CLASS A
3649000000-M
876
180
TON
PLAIN RIP RAP, CLASS B
6037000000-E
SP
1080
SY
COIR FIBER MAT
6133000000-N
SP
1
LS
DIVERSION PUMPING FOR MITIGATION
6071012000-E
SP
60
LF
COIR FIBER WATTLE
6000000000-E
1605
1070
LF
TEMPORARY SILT FENCE
0000100000-N
800
1
LS
MOBILIZATION
SP
905
CY
IMPORT TOPSOIL
6006000000-E
1610
140
TN
STONE FOR EROSION CONTROL, CLASS A
6009000000-E
1610
75
TN
STONE FOR EROSION CONTROL, CLASS B
6012000000-E
1610
7
TN
SEDIMENT CONTROL STONE
6038000000-E
SP
25
SY
PERMANENT SOIL REINFORCEMENT MATTING
6036000000-E
1631
2,000
SY
MATTING FOR EROSION CONTROL
6070000000-N
1639
5
EA
SPECIAL STILLING BASIN
6030000000-E
1630
4
CY
SILT EXCAVATION
6015000000-E
1615
1.2
AC
TEMPORARY MULCHING
6018000000-E
1620
60
LB
SEED FOR TEMPORARY SEEDING
6021000000-E
1620
0.24
TN
FERTILIZER FOR TEMPORARY SEEDING
6029000000-E
SP
650
LF
SAFETY FENCE
6084000000-E
1660
1.2
AC
SEEDING AND MULCHING
6087000000-E
1660
0.5
AC
MOWING
6090000000-E
1661
50
LB
SEED FOR REPAIR SEEDING
6093000000-E
1661
0.2
TN
FERTILIZER FOR REPAIR SEEDING
6096000000-E
1662
50
LB
SEED FOR SUPPLEMENTAL SEEDING
6108000000-E
1665
0.2
TN
FERTILIZER TOPDRESSING
6114500000-E
1667
32
MHR
SPECIALIZED HAND MOWING
6042000000-E
1632
44
LF
V4" HARDWARE CLOTH
8622000000-E
876
650
SY
GEOTEXTILE FOR DRAINAGE, TYPE 2
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
p2018
SUM'I4ARY OF QUANTITIES
SUMMRYF�RTORK MITIG4&TION
PROJECT ENGINEER
1
1
1
1
1
1
1
1
1
1
1
1
1
APPROVED BY:
DATE:
DESC.
STATION
NORTHING
EASTING
ELEV.
RADIUS
Begin
10+00
603969.3699
2055861.6756
110.77
R1
603958.7139
2055772.9391
89.00
RCV1
10+33
603936.3652
2055859.0874
110.56
H R 1
10+63
603909.3387
2055846.9870
110.41
R2
603797.2213
2055873.8417
99.00
RCV2
11+21
603869.2118
2055805.8832
110.03
HR2
11+51
603845.3289
2055787.3163
109.88
RCV3
11+69
603828.4259
2055779.8882
109.75
HR3
11+99
603799.6720
2055773.3431
109.60
R3
603788.2969
2055673.5811
95.54
RCV4
12+30
603768.8919
2055767.1346
109.39
HR4
12+60
603741.2940
2055756.7649
109.24
R4
603601.8145
2055812.9028
136.93
RCV5
13+24
603695.2840
2055712.8297
108.83
HR5
13+54
603671.3006
2055694.9076
108.68
RCV6
14+08
603622.1019
2055672.7406
108.31
R5
603903.9510
2054868.9524
850.00
HR6
14+38
603594.4906
2055661.0095
108.16
RCV7
14+95
603541.5544
2055639.5898
108.01
HR7
15+13
603526.0333
2055630.4027
107.81
RCV8
15+25
603515.1152
2055625.4078
107.61
HR8
15+43
603498.9855
2055617.4251
107.41
RCVS
15+55
603488.1706
2055612.2258
107.21
HR9
15+73
603471.9378
2055604.4474
107.01
RCV 10
15+85
603461.0577
2055599.3772
106.81
H R 10
15+98
603448.7308
2055593.3126
106.71
End
16+05
603442.3476
2055590.2499
106.71
SUMMARY OF EARTHWORK
FOR MITIGATION
MITIGATION
UNCLASSIFIED
EXCAV.
(CU.YD.)
MITIGATION
BORROW
(CU.YD.)
MITIGATION
WASTE
(CU.YD.)
1400
100
1 1300
APPROXIMATE QUANTITIES ONLY, MITIGATION UNCLASSIFIED EXCAVATION, MITIGATION
BORROW EXCAVATION, MITIGATION FINE GRADING AND MITIGATION CLEARING AND
GRUBBING WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING
FOR MITIGATION".

PREPARE0 IN ME OFFICE OF:
PROJECT REFERENCE NO. SHEET NO.
B-4138WM OSM-3A
S UMtAR Y OF QUANTITIES
*AS-B
DESCRIPTION
SECTION
QUANTITIY
UNIT
ITEM DESCRIPTION
0000400000-N
0043000000-N
SP
1
LS
CONSTRUCTION SURVEYING FOR MITIGATION
SP
1
LS
GRADING FOR MITIGATION
1077000000-M
1610
80
TON
#57 STONE
3651000000-M
SP
70
TON
BOULDER
3642000000-M
SP
90
TON
PLAIN RIP RAP, CLASS A
3649000000-M
SP
180
TON
PLAIN RIP RAP, CLASS B
6037000000-E
SP
1080
SY
COIR FIBER MAT
6133000000-N
SP
1
LS
DIVERSION PUMPING FOR MITIGATION
6071012000-E
SP
60
LF
COIR FIBER WATTLE
6000000000-E
1605
1070
LF
TEMPORARY SILT FENCE
0000100000-N
800
1
LS
MOBILIZATION
SP
905
CY
IMPORT TOPSOIL
6006000000-E
1610
140
TN
STONE FOR EROSION CONTROL, CLASS A
6009000000-E
1610
75
TN
STONE FOR EROSION CONTROL, CLASS B
6012000000-E
1610
7
TN
SEDIMENT CONTROL STONE
6038000000-E
SP
25
SY
PERMANENT SOIL REINFORCEMENT MATTING
6036000000-E
1631
2,000
SY
MATTING FOR EROSION CONTROL
6070000000-N
1639
1
EA
SPECIAL STILLING BASIN
6030000000-E
1630
4
CY
SILT EXCAVATION
601500000.0-E
1615
1.2
AC
TEMPORARY MULCHING
6018000000-E
1620
60
LB
SEED FOR TEMPORARY SEEDING
6021000000-E
1620
0.24
TN
FERTILIZER FOR TEMPORARY SEEDING
6029000000-E
SP
650
LF
SAFETY FENCE
6084000000-E
1660
1.2
AC
SEEDING AND MULCHING
6087000000-E
1660
0.5
AC
MOWING ,
6090000000-E
1661
50
LB
SEED FOR REPAIR SEEDING
6093000000-E
1661
0.2
TN
FERTILIZER FOR REPAIR SEEDING
6096000000-E
1662
50
LB
SEED FOR SUPPLEMENTAL SEEDING
6108000000-E
1665
0.2
TN
FERTILIZER TOPDRESSING
6114500000-E
1667
32
MHR
SPECIALIZED HAND MOWING
6042000000-E
1632
44
LF
V4" HARDWARE CLOTH
8622000000-E
876
650
SY
GEOTEXTILE FOR DRAINAGE, TYPE 2
Kimley;» Horn NC LICENSE
E3 zozEaTM STREET.SUITE
SUMMARY OF QUANTITIES
SUMMARY OF EARTHWORK
FOR MITIGATION
PROJECT ENGINEER
APPROVED BY:
DATE:
DESC.
STATION
NORTHING
EASTING
AS -BUILT ELEV.
RADIUS
Begin
10+00
603969.3699
2055861.6756
110.77
R1
603958.7139
2055772.9391
89.00
RCV1
10+33
603936.3652
2055859.0874
110.32
HR1
10+63
603909.3387
2055846.9870
110.41
R2
603797.2213
2055873.8417
99.00
RCV2
11+21
603869.2118
2055805.8832
109.77
HR2
11+51
603845.3289
2055787.3163
109.88
RCVS
11+69
603828.4259
2055779.8882
109.68
HR3
11+99
603799.6720
2055773.3431
109.60
R3
603788.2969
2055673.5811
95.54
RCV4
12+30
603768.8919
2055767.1346
109.43
HR4
12+60
603741.2940
2055756.7649
109.24
R4
603601.8145
2055812.9028
136.93
RCVS
13+24
603695.2840
2055712.8297
108.70
HR5
13+454
603671.3006
2055694.9076
108.68
RCV6
14+08
603622.1019
2055672.7406
108.18
R5
603903.9510
2054868.9524
850.00
HR6
14+38
603594.4906
2055661.0095
108.16
RCV7
14+95
603541.5544
2055639.5898
108.01
HR7
15+13
603526.0333
2055630,4027
108.10
SILL1
15+22
N/A
N/A
108.07
SILL2
15+36
N/A
N/A
107.73
SILL3
15+50
N/A
N/A
107.30
SILL4
15+63
N/A
N/A
106.69
SILLS
15+76
N/A
N/A
106.12
SILL6
15+89
N/A
N/A
105.74
CULVERT
16+05
603442.3476
2055590.2499
105.25
SUMMARY OF EARTHWORK
FOR MITIGATION
MITIGATION
UNCLASSIFIED
EXCAV.
(CU.YD.)
MITIGATION
BORROW
(CU.YD.)
MITIGATION
WASTE
(CU.YD.)
1400
100
1300
APPROXIMATE QUANTITIES ONLY, MITIGATION UNCLASSIFIED EXCAVATION, MITIGATION
BORROW EXCAVATION, MITIGATION FINE GRADING AND MITIGATION CLEARING AND
GRUBBING WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR "GRADING
FOR MITIGATION".

PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
SHEET NO.
B-4/38VV M
OsM-3A
CU
I
VE DATA
1
PI STA = 10+50.10 N = 603,919.2889
DELTA = 50° 27' 16.18" (RT)
DEGREE = 64° 22' 38.21"
TANGENT = 41.93
LENGTH = 78.37
RADIUS = 89.00
PC STA = 10+08.17 N = 603,961.2044
PT STA = 10+86.54 N = 603,891.6969
CC N = 603,958.7139
2
PI STA = 10+50.39 N = 603,849.6867
DELTA = 37° 26' 59.47" (LT)
DEGREE = 57° 52' 28.29"
TANGENT = 33.56
LENGTH = 64.71
RADIUS = 99.00
PC STA = 11+16.83 N = 603,871.7683
PT STA = 11+81.54 N = 603,816.7912
CC N = 603,797.2213
3
PI STA = 12+63.64 N = 603,736.3092
DELTA = 38° 55' 42.29" (RT)
DEGREE = 59° 58' 02.62"
TANGENT = 33.77
LENGTH = 64.92
RADIUS = 95.54
PC STA = 12+29.87 N = 603,769.4099
PT STA = 12+94.79 N = 603,714.7532
CC N = 603,788.2969
4
PI STA = 13+39.86 N = 603,685.9799
DELTA = 27° 18' 37.89" (LT)
DEGREE = 41° 50' 29.80"
TANGENT = 33.27
LENGTH = 65.27
RADIUS = 136.93
PC STA = 13+06.59 N = 603,707.2172
PT STA = 13+71.86 N = 603,655.3610
CC N = 603,601.8145
5
PI STA = 14+82.29 N = 603,553.7286
DELTA = 2° 36' 46.61" (RT)
DEGREE = 6° 44' 26.45"
TANGENT = 19.39
LENGTH = 38.76
RADIUS = 850.00
PC STA = 14+62.90 N = 603,571.5703
PT STA = 15+01.67 N = 603,536.2510
CC N = 603,903.9510
0k00
BEGIN STREAM REPAIR
STA. 10 + 00.00
E = 2055,863.0776
E = 2,055,861.9042
E = 2,055,831.5029
E = 2,055,772.9391
E = 2,055,783.4288
E = 2,055,808.6978
E = 2,055,776.7953
E = 2,055,873.8417
E = 2,055,760.5656
E = 2,055,767.2406
E = 2,055,734.5742
E = 2,055,673.5811
E = 2,055,699.8802
E = 2,055,725.4874
E = 2,055,686.8712
E = 2,055,812.9028
E = 2,055,643.6911
E = 2,055,651.2714
E = 2,055,635.3052
E = 2,054,868.9524
"vo
14+00
Kimley
NC LICENSE #F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
p
CURVE DATA
PROJECT ENGINEER
,,tttttllllfl/I,�
.��,,``�� ••CA no
1cSs/oy!y
030000
8.1
• • tic ........
�'Q
APPROVED BY:
DATE:
/5 +00
/6 +00
END STREAM REPAIR
STA. 16 + 05.82

PROJECT REFERENCE NO.
SHEET NO.
B —4/38W M
OS —4
R/
CONTRACTOR TO MODIFY EXTENT AND
CONTRACTOR TO INSTALL SAFETY FENCE
ALONG CONSTRUCTION ENTRANCE, STAGING
AND STOCKPOLE AREA, AND HAUL ROAD
ADJACENT TO VEGETATED MEDIAN FOR
THE PURPOSE OF PROTECTING EXISTING
LANDSCAPING VEGETATION WITHIN THE
MEDIAN.
LAYOUT OF TEMPORARY CONSTRUCTION
ENTRANCE AND STAGING AND STOCKPILE
AREA TO MATCH EXISTING CONDITIONS
AND MINIMIZE DISTURBANCE TO EXISTING
VEGETATED MEDIAN.
ROCK CROSS
ALL EXISTING LOG CROSS VANES
ARE TO BE REMOVED AND WASTED
OFF SITE AND WILL BE REPLACED
WITH ROCK CROSS VANES
— —T
SSMH
RIM=134.28'
cr EXISTING AERIAL
24" STEEL ENCASED
SANITARY SEWER
BEGIN STREAM REPAIR
STA. 10 + 00.00
TIE TO EXISTING GRADE.
CONTRACTOR TO USE EXISTING
STREAM ALIGNMENT FOR PROPOSED
PROFILE AND GRADING.
R/W
CONTRACTOR TO REMOVE
EXISTING BEAVER DAM
WOODS
EXISTING SANITARY SEWER LINE
NOTE: PER THE PUBLIC WORKS DEPARTMENT OF HARNETT COUNTY,
THERE IS NO DOCUMENTED EASEMENT FOR THIS SEWER LINE,
AS IT IS ENTIRELY WITHIN THE BOUNDARY OF HARNETT COUNTY
PROPERTY, OR NCDOT RIGHT-OF-WAY
U
cc
w
GPS CONTROL POI
REBAR & CAP SET
No 603,833°6676'
Eo 29055,887.0069'
EL: 137°024'
NC GRID NAD 87ii
GUARD RAIL
CONTRACTOR TO STABILIZE EXISTING
DRAINAGE SWALE WITH A WELL
GRADED MIX OF CLASS A RIPRAP,
CLASS B RIPRAP, AND NO. 57 STONE.
CONTRACTOR TO PROVIDE A STABLE
TRANSITION TO THE STREAM CHANNEL.
—133 --
II5
SSMH
RIM=118.39'
PLACE COIR FIBER MATTING ALONG
SIDES OF SWALE AS SHOWN IN THE
"COIR FIBER MATTING DETAIL" AND THE
"FLOODPLAIN INTERCEPTOR DETAIL"
PROPOSED TEMPORARY 20' WIDE
GRAVEL CONSTRUCTION ENTRANCE
— — — L
0
cc
U
NC HIGHWAY 210 /401
SOUTHBOUND LANES
440°26' (GRID DIST°)
— — T — — —T— — — L
- I2-0-
115
00
no
15-
UT TO CAPE FEAR RIVER
EXISTING RIGHT OF WAY
HARNETT COUNTY
D.B. 2147, PAGE 433
PIN # 0650-64-1818
R/W
TIE GRADING TO EXISTING
TREE LINE
WOODS
CONTRACTOR TO STABILIZE EXISTING
DRAINAGE SWALE WITH A WELL
GRADED MIX OF CLASS A RIPRAP,
CLASS B RIPRAP, AND NO. 57 STONE.
CONTRACTOR TO PROVIDE A STABLE
TRANSITION TO THE STREAM CHANNEL.
PLACE COIR FIBER MATTING ALONG
SIDES OF SWALE AS SHOWN IN THE
"COIR FIBER MATTING DETAIL" AND THE
"FLOODPLAIN INTERCEPTOR DETAIL"
U
CC
w
Kimley
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: [phone]
©2018
PLAN SHEET
PROJECT ENGINEER
APPROVED BY:
DATE:
CONTRACTOR TO INSTALL SAFETY FENCE
ALONG CONSTRUCTION ENTRANCE, STAGING
AND STOCKPOLE AREA, AND HAUL ROAD
ADJACENT TO VEGETATED MEDIAN FOR
THE PURPOSE OF PROTECTING EXISTING
LANDSCAPING VEGETATION WITHIN THE
MEDIAN.
STAGING AND
STOCKPILE AREA
1 — —
cn
0
cc
U
0
CC
N 26°46'57" E
co
CC
MEET THE BOULDER SIZE CRITERIA SPECIFIED
ROCK CROSS VANES. ONLY RE -USE BOULDERS
IN THE ROCK CROSS VANE DETAIL.
CONTRACTOR TO REMOVE THREE EXISTING
THAT ARE ANGULAR, WITH FLAT SIDES, THAT
I
GPS CONTROL POINT
REBAR & CAP SET
Ng 603,440°6336'
Ee 29055,688°6215'
ELe 138°027'
NC GRID NAD 83(2011)
COtVBINED FACTORo 0.99987487
30 15 0
30
60
HAUL ROAD
STMH
RIM=124.31'
INV.=115.22'
DI
TOP=I16.78'
INV.=109.25'
INV.=109.1
24" RCP — —
SSMH
RIM=I23.12'
STMH
IM=117.44'
INV.=108.97
INV.=108.93
w
— — GUARD RAI_
T
1/
FP
•
Irt
WOODS
R/�I
BENCHIVARK
BENCH TIE NAILIN
12" HARDWOOD TREE`?
ELEV°=117.57'
I"
U
CC
w
a
U')
U0
0
CC
U
U
0
CC
►
SIGN
Mt 135—s+GN III
WOODS
SSMH
RIM=123.51'
WOODS
PROPOSED TEMPORARY
15'-20' WIDE GRAVEL
CONSTRUCTION ENTRANCE
24" RCP _ INV.=108.58'
SOUTHBOUND BRIDGE
R/
INSTALL FILTER FABRIC
AND CLASS B STONE TO
_THE EXTENT NECESSARY
• TO ALLOW ACCESS
INV.=10
INV.=10
.55'
.51'
.4 3'
9'
W
w
LL
w
a_
END STREAM REPAIR
STA. 16 + 05.82
TIE TO EXISTING 4-48" RCP
EXISTING SANITARY SEWER LINE
SEE: D.B. 1792, PG. 553 & P.B. 2001, PG. 1312
NOTE: THESE DOCUMENTS REFER TO THE
ORIGINAL LOCATION OF THIS LINE,
PRIOR TO THE RELOCATION OF THE
SOUTHBOUND LANES OF US 210/401

PROJECT REFERENCE NO.
SHEET NO.
B-4138WM
OSM-4A
CONTRACTOR TO MODIFY EXTENT AND
LAYOUT OF TEMPORARY CONSTRUCTION
ENTRANCE AND STAGING AND STOCKPILE
AREA TO MATCH EXISTING CONDITIONS
AND MINIMIZE DISTURBANCE TO EXISTING
VEGETATED MEDIAN.
ALL EXISTING LOG CROSS VANES
ARE TO BE REMOVED AND WASTED
OFF SITE AND WILL BE REPLACED
WITH ROCK CROSS VANES
— _
SSMH
RIM-134.28'
_
EXISTINt AERIAL
24" STEEL ENCASED
SANITARY SEWER
BEGIN STREAM REPAIR
STA. 10+00.00
TIE TO EXISTING GRADE. WOODS
CONTRACTOR TO USE EXISTING
STREAM ALIGNMENT FOR PROPOSED
PROFILE AND GRADING.
R/W
CONTRACTOR TO REMOVE
EXISTING BEAVER DAM
EXISTING SANITARY SEWER LINE
NOTE: PER THE PUBLIC WORKS DEPARTMENT OF HARNETT COUNTY,
THERE 15 NO DOCUMENTED EASEMENT FOR THIS SEWER LINE,
AS IT IS ENTIRELY WITHIN THE BOUNDARY OF HARNETT COUNTY
PROPERTY. OR NCDOT RIGHT-OF-WAY
CONTRACTOR TO INSTALL SAFETY FENCE
ALONG CONSTRUCTION ENTRANCE, STAGING
AND STOCKPOLE AREA, AND HAUL ROAD
ADJACENT TO VEGETATED MEDIAN FOR
THE PURPOSE OF PROTECTING EXISTING
LANDSCAPING VEGETATION WITHIN THE
MEDIAN.
GPS CONTROL P01
REBAR & CAP SET
N: 603,833.6676'
E: 2,055,887.0069'
• 024'
NC GRID NA
GUARD RAIL -111
Pp
XS #1 REP
0
SIGN
CONTRACTOR TO STABILIZE EXISTING
DRAINAGE SWALE WITH A WELL
GRADED MIX OF CLASS A RIPRAP,
CLASS B RIPRAP, AND NO. 57 STONE.
CONTRACTOR TO PROVIDE A STABLE
TRANSITION TO THE STREAM CHANNEL.
RIM=118.39'
PLACE COIR FIBER MATTING ALONG
SIDES OF SWALE AS SHOWN IN THE
"COIR FIBER MATTING DETAIL" AND THE
"FLOODPLAIN INTERCEPTOR DETAIL"
PROPOSED TEMPORARY 20' WIDE
GRAVEL CONSTRUCTION ENTRANCE
XS #2 LEP
12+00
FP — I�
PP#2 �I
XS #2 REP
NC HIGHWAY 210 /401
SOUTHBOUND LANES
440 26' (GRID DIST.)
FP
VEGETATION
UT TO CAPE FEAR RIVER
EXISTING RIGHT OF WAY
HARNETT COUNTY
D.B. 2147, PAGE 433
PIN ^ 0650-64-1818
TIE GRADING TO EXISTING
TREE LINE
FP
LOT #1
IGN
WOODS
CONTRACTOR TO STABILIZE EXISTING
DRAINAGE SWALE WITH A WELL
GRADED MIX OF CLASS A RIPRAP,
CLASS B RIPRAP, AND NO. 57 STONE.
CONTRACTOR TO PROVIDE A STABLE
TRANSITION TO THE STREAM CHANNEL
PLACE COIR FIBER MATTING ALONG
SIDES OF SWALE AS SHOWN IN THE
"COIR FIBER MATTING DETAIL" AND THE
FLOODPLAIN INTERCEPTOR DETAIL"
Kimley
>> H o r n PHONE:: (9119ORTH ) 6, CEO INA 27636
©201R
AS -BUILT PLAN SHEET
PROJECT ENGINEER
APPROVED BY:
DATE,
CONTRACTOR TO INSTALL SAFETY FENCE
ALONG CONSTRUCTION ENTRANCE, STAGING
AND STOCKPOLE AREA, AND HAUL ROAD
ADJACENT TO VEGETATED MEDIAN FOR
THE PURPOSE OF PROTECTING EXISTING
LANDSCAPING VEGETATION WITHIN THE
MEDIAN.
XS #3 REP
WOODS
R/W
BENCHMARK
BENCH TIE NAIL IN
12" HARDWOOD TREE
ELEV.=117.57'
N.
U
cc
W
Z
U
U
0
CC
U
Y
U
0
K
30 15 0 30 60
R1M=123.51'
DI SSMH
TOP=116.78' INV.RIM=119.12'
INV.009.09 I "
SIGN
0
SIGN
RIP RAP
RIP RAP
INV.=1 6.71
ELE
STATION AND
IM=117.20
WOODS
SSMH
RIM=123.12.
WOODS
RIP RAP
• RLP --
RCP
RIP RAP
PROPOSED TEMPORARY
15'-20' WIDE GRAVEL
CONSTRUCTION ENTRANCE
24�CP_ INV.=108.58'
SOUTHBOUND BRIDGE
R/W
INSTALL FILTER FABRIC
AND CLASS B STONE TO
THE EXTENT NECESSARY
TO ALLOW ACCESS
fx
INV.=10
INV.=10
55'
.51'
9
UJ
LL
a
END STREAM REPAIR
STA. 16+05.82
TIE TO EXISTING 4-48" RCP
EXISTING SANITARY SEWER LINE
SEE: D.B. 1792, PG. 553 & P.B. 2001, PG. 1312
NOTE: THESE DOCUMENTS REFER TO THE
ORIGINAL LOCATION OF THIS LINE.
PRIOR TO THE RELOCATION OF THE
SOUTHBOUND LANES OF US 210/401

O6/26/11
PREPARED IN THE OFFICE OF:
PROJECT REFERENCE NO.
SHEET NO.
B -4/38M
OSM-5
PROJECT ENGINEER
200 SOUTH TRYON STREET, SUITE 200
Kimley >> NC LICENSE #F-0102
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
�ttttr�fff►r�
�St �i�
`���,`� Ca ROt �i��
©2o1a*O.;o�ESSIp*.
. 1. APPROVED BY:
030000 : E.
,06-//-20'8tJ` 1
•
--,,,,
PROFILE
..•.....'. Q ,,,,
,1 Al M . �% DATE:
,,IIffffn tttttt_
135
135
BEGIN RESTORATION STA. 10 + 00.00
TIE TO EXISTING CHANNEL INVERT
EL = 110.77
0._
130
1
+U
'O�ce
W
OF RIFFLE (HR6)
+38
108.16
I I I I I I I I
Jr KlrrLt trIKL)
+51
09.88
cv)130
HEAD OF RIFFLE (HR1)
STA. 10 + 63
EL = 110.41
F RIFFLE (HR5)
54
08.68
END RESTORATION STA.
TIE INTO EXISTING 4-48
EXISTING CULVERT INVER
EL = 106.71
CL EXISTING SANITARY S
STA. 16 + 26.75
-1---
OF RIFFLE (F
+99
109.60
HEAD OF RIFFLE (HR4
STA. 12 + 60
EL = 109.24
I-
HEAD OF RIFFLE (H
STA. 15 + 13
EL = 107.81
HEAD OF RIFFLE (HI
STA. 15 + 43
EL = 107.41
STA.15+73
EL = 107.01
HEAD OF RIFFLE (HR
STA. 15 + 98
EL = 106.71
I I
125
125
MtAU
STA. 11
EL = 1
HEAD
STA. 11
G� -
HEAD O
STA. 13 +
EL = 1
HEAD
STA. 14
EL =
120
120
I
_
I
115
Ii..
115
,N
I
110
110
S
=
006
5
..
5=.0066m067.,.
`
f
105
-------=.0066..•ter
•c:%•�i
-
...
105
..
.0086
—
4,..r,.....Avsi..
�.._-��1
i
el
_�s•��w—
100
1
OO
r
11
_
EXISTING
4-48"
RCP
95
95
1 1
-
CROSS VANE (RCV1)
0+33
110.56
CROSS VANE (RCV2) -
+21
110.03
ROCK CROSS VANE (RCVS)
STA. 13 + 24
EL = 108.83
ROCK CROSS VANE (RCV6)
STA. 14 + 08
EL = 108.31
1 1 1 1 1 1 1 1 1 1 1 1 1
90
,:,
u
CROSS VANE (RCV7)
4+95
108.01
CROSS VANE (RCVS)
5+25
107.61
CROSS VANE (RCV9)
5+55
107.21
l�
90
:OCK CROSS VANE
;TA. 11 + 69
:L = 109.75
ROCK CROSS VANE (R
STA. 12 + 30
EL = 109.39
ROCK CROSS VANE (RCV11
STA. 15 + 85
EL = 106.81
I
85
I
85
ui_•
ROCK
STA. 11
EL =
O,_�
80
.tn W
80I
II
�UI
U•r
ceo W
�oW
i
Tr�UI
10+00
11+00
12
EXISTING
PROPOSED
+00 13+00
GROUND ELEVATION
GROUND ELEVATION
14+00
LFGFND
15+00
CONSTRUCTED RIFFLE
PROPOSED ROCK
CROSS
creeetteeettee
VANE
16+00
PROPOSED BANKFULL
15 0 30
3 0 6
••• •••—
L
G
:
HORIZONTAL
VERTICAL

09/26/11
i
EROSION
0,,p
114
Temporary
0;'
10‘i
140.
1041,1
AND
1'4riptiorl
Temporary
Temporary
SEDIMENT CONTROL MEAURJ4
Silt Ditch
Diversion
Silt Fence
Special Sediment Contro
TeiQnporary
1'
ermrns ain
Fence
TD
Slope Drains
Silt Itasin Type B
141 Temporary Rock Silt C
14m.
144.$
1 u
irOr4
140
1pl
14,10
10*
VA
eck Type=A
Temporary Rock Silt Check Type -A with
Matting and Polyacrylamide (PAM)
Temporary Rock Silt Check Type
Wattle Coir Fiber Wattle
Wattle % Coir Eimer Wattle
with Polyacrylamide (PAM)
I' 1)
Temporary ck Sediment Dam Type -A
Temporary Rock Se[ i remit Dam Type-
ock Pipe Inlet Sediment Trap Type -A
Rock Pipe In et Sediment Trap Type=
�tIlllIlmlg It asin
11)
Special Stilling
I')
1)
1:)
Asia
°A Inlet Sediment Trap:
Type A
Type
IL
Type C
Skimmer
I.)
asiin
Tiered Skimmer
infiltrati011
111
asiml
NC DOT CONTACT: JASON ELLIOTT
•
A
B
JESI
NII
11
•
•
S
EROSION CONTROL
rr
MONOWOMOMWMffi
Alrmairovii �- -moo-
n
x iiu
STATE
N 6 C
STATE
PROJECT
B-4138WM
REFERE*TE NO.
SHEET
NO
E C 1
TOTAL,
SlHEETS
17
STATE PRQJ, NO,
R Ai PROD. Na
DE$c TRIPTION
33490.4.2
Const.
THESE EROSION AND SEDIMENT CONTROL PLANS COMPLY
WITH THE REGULATIONS SET FORTH BY THE
NCG-010000 GENERAL CONSTRUCTION PERMIT
EFFECTIVE AUGUST 3, 2011 ISSUED BY THE
NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND
NATURAL RESOURCES DIVISION OF WATER RESOURCES.
END TIP PROJECT B-4138
—PROP CL— Sta. 16 + 05.82
ELIZAJETH W. LYNCH, P.E.
LEVEL III NAME
3716
LEVEL III CERTIFICATION NO.
J
GRAPHIC SCALES
30 15 0 30 60
PLANS
PROJECT LENGTH
EXISTING STREAM LENGTH = 610 FT
PROPOSED DESIGN STREAM LENGTH = 606 FT
Roadway Standard Drawings
The following roadway english standards as appear in "Roadway Standard Drawings"
- Roadway Design Unit - N.C. Department of Transportation - Raleigh, N.C.,
dated January 2018 and the latest revision thereto are applicable to this
project and by reference hereby are considered a part of these plans.
1605.01
1607.01
1630.04
1632.03
1633.01
Temporary Silt Fence
Gravel Construction Entrance
Special Stilling Basin
Rock Inlet Sediment Trap Type C
Temporary Rock Silt Check Type A
i
PLANS PREPARED FOR
THE NCDOT BY:
Kimley »Horn
NC LICENSE 4F-0102
200 SOUTH TRYON STREET, SUITE 200
CHARLOTTE, NORTH CAROLINA 28202
PHONE: [phone]
2018 STANDARD SPECIFICATIONS
RIGHT OF WAY DATE:
LETTING DATE:
J
DESIGN ENGINEER
owl
I
.\„‘ C A RO
p oev.SS
Zo •
y•
}..��AL 7 Ar'
t •
030000
vO
• q
•
%.13401...484;e0 tit'*1.0....t:4:$4'
AM o
P.E.
`SIGNATURE:
DIVISION OF HIGHWAYS
STATE OF NORTH CAROLINA
P.E.
STATE HIGHWAY DESIGN ENGINEER
I'

09/26/11
— —T
SSMH
RIM=134.28'
R/Vj
i
— L
CONTRACTOR TO MODIFY EXTENT AND
LAYOUT OF TEMPORARY CONSTRUCTION
ENTRANCE AND STAGING AND STOCKPILE
AREA TO MATCH EXISTING CONDITIONS
AND MINIMIZE DISTURBANCE TO EXISTING
VEGETATED MEDIAN.
—T
— — L
R/W
— _ s
WOODS
EXISTING SANITARY SEWER LINE
NOTE: PER THE PUBLIC WORKS DEPARTMENT OF HARNETT COUNTY,
THERE IS NO DOCUMENTED EASEMENT FOR THIS SEWER LINE,
AS IT IS ENTIRELY WITHIN THE BOUNDARY OF HARNETT COUNTY
PROPERTY, OR NCDOT RIGHT-OF-WAY
135
— —T
CONTRACTOR TO INSTALL SAFETY FENCE
ALONG CONSTRUCTION ENTRANCE, STAGING
AND STOCKPOLE AREA, AND HAUL ROAD
ADJACENT TO VEGETATED MEDIAN FOR
THE PURPOSE OF PROTECTING EXISTING
LANDSCAPING VEGETATION WITHIN THE
MEDIAN.
GUARD RAIL —
35
SSMH
RIM=118 39'
PROPOSED TEMPORARY 20' WIDE
GRAVEL CONSTRUCTION ENTRANCE
—I — — — L — —
35
NOTE:
UTILIZE SPECIAL STILLING BASIN TO
DEWATER WORK SITE AS DIRECTED.
NC HIGHWAY 210 /401
SOUTHBOUND LANES
440°26' (GRID DIST°)
L — — 1 — — —T— — —
------ 135-
I33- - - - - -
-175- - - - -
R/W
120-----
- 115
SIGN
WOODS
PROPOSED TEMPORARY
SILT FENCE
STAGING AND
STOCKPILE AREA
N 26°46'57" E
S. —
GUARD RAIL
14+00
5-5 i
Kimley
NC LICENSE #F-0102
P.O. BOX 33068
RALEIGH, NORTH CAROLINA 27636
PHONE: [phone]
p
WOODS
EROSION CONTROL
30 15 0
30
60
HAUL ROAD
PROPOSED
DROP INLET
PROTECTION
- ----------
DI
TOP=I16.78'
411
mit
SSMH
RIM=123.51'
'.,=i06.8
INV.=I0
WOODS
PROJECT REFERENCE NO.
PROJECT ENGINEER
PROPOSED TEMPORARY
ACCESS ROAD
SSMH
RIM=123.12'
WOODS
SHEET NO.
APPROVED BY:
PROPOSED TEMPORARY
15'-20' WIDE GRAVEL
CONSTRUCTION ENTRANCE
4" RCP
COIR FIBER WATTLE
SILT FENCE BREAK
(TYP.)
SOUTHBOUND BRIDGE
TEMPORARY
ROCK SILT
CHECK TYPE A
R /
INSTALL FILTER FABRIC
AND CLASS B STONE TO
_THE EXTENT NECESSARY
TO ALLOW ACCESS
cr
INV.=10
INV.=10
INV.=10
I
EXISTING SANITARY SEWER LINE
SEE: D.B. 1792, PG. 553 & P.B. 2001, PG. 1312
NOTE: THESE DOCUMENTS REFER TO THE
ORIGINAL LOCATION OF THIS LINE,
PRIOR TO THE RELOCATION OF THE
SOUTHBOUND LANES OF US 210/401

OBNPAMIll
PROJ. REFERENCE NO. SHEET NO.
B-4/38WM XS -0/
PR,
/R
oak
/3
nR
er-
/23
J/t13
IR
i
i
5
0
•
0
0
P8
I23
/;3
//
/OR
/3
i
i
+
0
0
•
0
0
/OR
/3
l75
PO
/P5
/5
/0
_ -- ....
_-
75
2n
/5
flu
1
4
0
1
3
0
1
2
0
1
1
0
1
0
0
111111111111111111111111111111111111111111111111111111111111111111111111111111111111
0
•
n
/25
_---oo
0
1
D
2
/0
0
so
40
SU
60
7
0
®0
90
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0

OBNPAMIll
PROJ. REFERENCE NO. SHEET NO.
B-4/38WM XS-02
/?
7
/22
/22
✓/7
•
/2
r
/07
-
-
•
//7
/12
—
/C07
1
3
5
•
0
0
8
/23
/23
//
/__—
/08
12R
/
11111111111111111111111111111111111111111111111111111111111111111111111111111111
/3
/08
/23
/0
8
cc
12R
1
2
5
0
•
0
0
/?3
/?3
h�
/0R
13
8
I 1 0
•
DO
1
4
13
D 12(
1
r
1
1
70 6►0
20
10 I�
10
20 30 I410 5C
0
70
0
0
D 100 110 120 130 14C

OBNPAMIll
/ '5
1
/
/
/�
1
►/
/
/
/
♦
1
5
•
5
0
0
0
-
.00
PROJ. REFERENCE NO. SHEET NO.
B-4/38WM XS -03
170
//5
//0
/05
'1',11111111111111111111
♦
,,
111111111111111111111111111111111111111111
1111111111111111111111111011
14
110
19
4o
8
0
7
0
60
I
so
40
30
2
0
1
14
i
0
4
5
0
0
0.0o
0.0
0
1
0
2
0
30
40
Imola
50
60
7
0
8
0
90
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0
///
/77
/72
//7
//7
/07
/77
/72
117
//2
/07

OBNPAMIll
OluuL1110
I I I I I I I I I I I I I I I I I I I
PROJ. REFERENCE NO. SHEET NO.
B-4/38WM XS -04
I I I I I I I I I I I I I I I I
/2
26
///
/06
/
_6,
1
P/
16
///
06
i
6
5
0
•
0
0
12
//6
///
415
2/
•
A/
06
6
II
•
0
0
14
14
110
14
910
810
w0
410
Ca'1
21
1I
P
1
0
2
0
110
40
10
60
7
0
®0
40
1
0
0
1
1
0
1
2
0
1
3
0
1
4
0