20170750 Ver 1_ConcordStreamsAWARD_PLANS (1)_20210430

Approval Recommended: *
Approved: *
DATE
DATECHIEF, ENGINEERING BRANCH
SCOPE OF THEIR EMPLOYMENT. SIGNATURES ARE REQUIRED BY ER 1110-1-8152.
DESIGNATIONS APPEAR ON THESE DOCUMENTS ARE OPERATING WITHIN THE
WILMINGTON DISTRICT. INDIVIDUALS WHOSE SIGNATURES AND REGISTRATION
* THIS PROJECT WAS DESIGNED BY THE U.S. ARMY CORPS OF ENGINEERS,
CHIEF, DESIGN and GENERAL ENGINEERING SECTION
07 JUNE 2019
07 JUNE 2019

AND APPROVAL OF ALL DRAWINGS IN THIS SET AS INDEXED ON SHEET G-2.
SIGNATURES AFFIXED BELOW INDICATE OFFICIAL RECOMMENDATION
G-1 G-1.DGN COVER SHEETAWARD DATE: 11 DECEMBER 2019
IFB NO.: W912PM19B0012
CONTRACT NO.: W912PM20C0003
0007 - 22-JUL-2019
0006 - 19-JUL-2019
0005 - 16-JUL-2019
0004 - 15-JUL-2019
0003 - 10-JUL-2019
0002 - 24-JUN-2019
0001 - 21-JUN-2019
AMENDMENTS:
Restoration
Section 206 Aquatic Ecosystem
Concord Streams Restoration
Concord, North Carolina FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003N.T.S. INDEX OF SHEETS G-2 G-2.DGNGENERAL DRAWINGS
STRICKER BRANCH (SB-IN1) STREAM RESTORATION
PLATE NO.FILE NAME SHEET DESCRIPTION
City of Concord, Cabarrus County, North Carolina
Yadkin River Basin
PLATE NO.FILE NAME SHEET DESCRIPTION
STRICKER BRANCH SB-10 (STORMWATER DRY POND)
STREAM RESTORATION DETAILS
STORMWATER BMP DETAILS
EROSION & SEDIMENT CONTROL DETAILS
STRICKER BRANCH SB-1 (STORMWATER WETLAND BMP)
CONCORD STREAMS RESTORATION
USACE AQUATIC ECOSYSTEM RESTORATION
LIST OF DRAWINGS LIST OF DRAWINGS
STRICKER BRANCH SB-11 (STORMWATER DRY POND)

CHANNEL CROSS SECTIONS (STA 47+50 TO 48+00)
CHANNEL CROSS SECTIONS (STA 43+75 TO 47+25)
CHANNEL CROSS SECTIONS (STA 40+00 TO 43+50)
CHANNEL CROSS SECTIONS (STA 36+25 TO 39+75)
CHANNEL CROSS SECTIONS (STA 32+50 TO 36+00)
CHANNEL CROSS SECTIONS (STA 28+75 TO 32+25)
CHANNEL CROSS SECTIONS (STA 25+00 TO 28+50)
CHANNEL CROSS SECTIONS (STA 21+25 TO 24+75)
CHANNEL CROSS SECTIONS (STA 17+50 TO 21+00)
CHANNEL CROSS SECTIONS (STA 13+75 TO 17+25)
CHANNEL CROSS SECTIONS (STA 10+00 TO 13+50)
EROSION & SEDIMENT CONTROL PLAN (STA 42+75 TO 48+16)
EROSION & SEDIMENT CONTROL PLAN (STA 34+50 TO 42+75)
EROSION & SEDIMENT CONTROL PLAN (STA 25+70 TO 34+25)
EROSION & SEDIMENT CONTROL PLAN (STA 17+28 TO 25+70)
EROSION & SEDIMENT CONTROL PLAN (STA 10+00 TO 17+28)
PLANTING PLAN (STA 42+75 TO 48+16)
PLANTING PLAN (STA 34+50 TO 42+75)
PLANTING PLAN (STA 25+70 TO 34+25)
PLANTING PLAN (STA 17+28 TO 25+70)
PLANTING PLAN (STA 10+00 TO 17+28)
CONSTRUCTION STAKEOUT PLAN
PLAN & PROFILE (STA 42+75 TO 48+16)
PLAN & PROFILE (STA 34+50 TO 42+75)
PLAN & PROFILE (STA 25+70 TO 34+25)
PLAN & PROFILE (STA 17+28 TO 25+70)
PLAN & PROFILE (STA 10+00 TO 17+28)
TYPICAL SECTIONS & MORPHOLOGY TABLE
OVERVIEW & PLAN LAYOUT

GENERAL NOTES
LEGEND & SYMBOLS
VICINITY & LOCATION MAPS
INDEX OF SHEETS
COVER SHEET
C1-29.DGN
C1-28.DGN
C1-27.DGN
C1-26.DGN
C1-25.DGN
C1-24.DGN
C1-23.DGN
C1-22.DGN
C1-21.DGN
C1-20.DGN
C1-19.DGN
C1-18.DGN
C1-17.DGN
C1-16.DGN
C1-15.DGN
C1-14.DGN
C1-13.DGN
C1-12.DGN
C1-11.DGN
C1-10.DGN
C1-9.DGN
C1-8.DGN
C1-7.DGN
C1-6.DGN
C1-5.DGN
C1-4.DGN
C1-3.DGN
C1-2.DGN
C1-1.DGN

G-5.DGN
G-4.DGN
G-3.DGN
G-2.DGN
G-1.DGN
C1-29
C1-28
C1-27
C1-26
C1-25
C1-24
C1-23
C1-22
C1-21
C1-20
C1-19
C1-18
C1-17
C1-16
C1-15
C1-14
C1-13
C1-12
C1-11
C1-10
C1-9
C1-8
C1-7
C1-6
C1-5
C1-4
C1-3
C1-2
C1-1

G-5
G-4
G-3
G-2
G-1

C1-34
C1-33
C1-32
C1-31
C1-30
C1-34.DGN
C1-33.DGN
C1-32.DGN
C1-31.DGN
C1-30.DGN

RIGHT OF WAY (STA 42+75 TO 48+16)
RIGHT OF WAY (STA 34+50 TO 42+75)
RIGHT OF WAY (STA 25+70 TO 34+25)
RIGHT OF WAY (STA 17+28 TO 25+70)
RIGHT OF WAY (STA 10+00 TO 17+28)
STRICKER BRANCH (SB-IN1) STREAM RESTORATION RIGHT OF WAY
D-11
D-10
D-9

D-8
D-7
D-6

D-5
D-4
D-3
D-2
D-1
C4-4
C4-3
C4-2
C4-1
C3-6
C3-5
C3-4
C3-3
C3-2
C3-1

C2-12
C2-11
C2-10
C2-9
C2-8
C2-7
C2-6
C2-5
C2-4
C2-3
C2-2
C2-1

D-11.DGN
D-10.DGN
D-9.DGN

D-8.DGN
D-7.DGN
D-6.DGN

D-5.DGN
D-4.DGN
D-3.DGN
D-2.DGN
D-1.DGN

C4-4.DGN
C4-3.DGN
C4-2.DGN
C4-1.DGN
C3-6.DGN
C3-5.DGN
C3-4.DGN
C3-3.DGN
C3-2.DGN
C3-1.DGN

C2-12.DGN
C2-11.DGN
C2-10.DGN
C2-9.DGN
C2-8.DGN
C2-7.DGN
C2-6.DGN
C2-5.DGN
C2-4.DGN
C2-3.DGN
C2-2.DGN
C2-1.DGN
SINGLE LEAF GATE DETAILS
SINGLE LEAF GATE PLAN AND ELEVATIONS
EROSION & SEDIMENT CONTROL DETAILS
EROSION & SEDIMENT CONTROL GENERAL NOTES AND DETAILS

STORMWATER BMP PLANTING ZONES TYPICAL PLAN AND SECTIONS
STORMWATER BMP DETAILS
STORMWATER BMP DETAILS

STREAM RESTORATION PLANTING ZONES TYPICAL PLAN AND SECTION
STREAM RESTORATION DETAILS
STREAM RESTORATION DETAILS
STREAM RESTORATION DETAILS
STREAM RESTORATION DETAILS

RIGHT OF WAY PLAN
EROSION & SEDIMENT CONTROL PLAN
SECTIONS
GRADING PLAN

RIGHT OF WAY PLAN
EROSION & SEDIMENT CONTROL PLAN
SECTIONS
SECTIONS
CONSTRUCTION STAKEOUT PLAN
GRADING PLAN

EROSION & SEDIMENT CONTROL PLAN
EROSION & SEDIMENT CONTROL PLAN
PLANTING PLAN
PLANTING PLAN
SECTIONS
SECTIONS
SECTIONS
SECTION LOCATION PLAN
STABILIZED ACCESS ROAD PLAN & PROFILE
CONSTRUCTION STAKEOUT PLAN
GRADING PLAN
GRADING PLAN

5
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 250
500
1000500500 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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Wilmington District
of Engineers
US Army Corps
U.S. ARMY CORPS OF ENGINEERSWILMINGTON, NORTH CAROLINAWILMINGTON DISTRICTANSI DCONCORD, NORTH CAROLINACONCORD STREAMS RESTORATIONAQUATIC ECOSYSTEM RESTORATIONVICINITY AND LOCATION MAP1" = 500'G-3
GR
ID
NORTH
NAD
83
-07 CC102-02-42SB-10
SB-11
SB-1 SB-IN1 L. CREECHL. CREECHJ. MANNINGM. GRZEGORZEWSKI03 JAN 2020G-3.DGNAWARD DATE:CONTRACT NO.:W912PM20C000311 DECEMBER 2019W912PM19B0012IFB NO.:NUMBER
SHEET
CONCORD PKWYMCGILL AVECHURCH ST
HARRIS ST
SPRING ST
CENTRAL
DR TODD STAC
ADE
MY AVE
KERR ST
SPRING ST
WILMAR ST BROOKWOOD AVECABARRUS AVE
MORTON AVEEVANS STFLOWE ST
SCOTIA AVEBARBER STCONCORD PKWYPROJECT AREA
I-85
I-485
CONCORD
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
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B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003N.T.S.LEGEND & SYMBOLSS
WV
CO
WM
PIV
471.63'
FH
T
ICV
W
VCP
TER
RCP
DIP
CMP
CPP
I-
O-
INV-
GV
W
D
LEGEND
PROPOSED FEATURES
G-4.DGNG-4
EXISTING FEATURES
BOLLARD
SI - SIGN
GW - GUY WIRE
LP - LIGHT POLE
UTILITY POLE
INVERT
INVERT OUT
INVERT IN
CORRUGATED PLOASTIC PIPE
CORRUGATED METAL PIPE
DUCTILE IRON PIPE
REINFORCED CONCRETE PIPE
TERRACOTTA
VITRIFIED CLAY PIPE
SANITARY SEWER CLEAN-OUT
SSMH - SANITARY SEWER MANHOLE
FIRE HYDRANT
IRRIGATION CONTROL VALVE
MONITORING WELL
WATER VALVE
POST INDICATOR VALVE
WATER METER
SPOT ELEVATION
SURVEY CONTROL POINT
TEMPORARY BENCHMARK
SOIL BORING
EXISTING RIP RAP
SDMH - STORM DRAINAGE MANHOLE
WMH - WATER MANHOLE
WM - WATER METER
GV - GAS VALVE
TMH - TELEPHONE MANHOLE
CB - CATCH BASIN
EPK - EXISTING PK NAIL
DI - DROP INLET
EIP, EIR-EXISTING IRON PIPE OR REBAR
BUSH
TREE
TREE LINE
ROCK CROSS VANE
ROCK J-HOOK
ROOTWAD
BOULDER
COIR FIBER MATTING
CONSTRUCTED ROCK RIFFLE
TEMPORARY STREAM CROSSING
CHANNEL BLOCK
FILL EXISTING CHANNEL
ROCK SILL
ROCK ENERGY DISSIPATION BASIN
MATTING FOR EROSION CONTROL
TOE WOOD STRUCTURE
CLEARING LIMIT*
CHAINLINK FENCE
DEWATERING AREA
SILT FENCE
ORANGE SAFETY FENCE
STABILIZED ACCESS ROAD)
PROPOSED BANKFULL BENCH
X X
TEMPORARY DIKE
TEMPORARY DIVERSION PUMP AND HOSES
WORK, BUT SHALL NOT EXTEND BEYOND THE RIGHT OF WAY LIMITS.
PERFORMED ONLY AS NECESSARY FOR THE COMPLETION OF
OUTSIDE OF THIS LINE. CLEARING & GRUBBING SHALL BE
CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL NOT WORK
* THE RIGHT OF WAY LIMITS DEFINES THE ABSOLUTE LIMIT OF ALL
X
SS
X
E
XW
X
SD
C/E
EXISTING PROPERTY LINE
EXISTING UTILITY EASEMENT
FEMA 100 - YEAR FLOODPLAIN BOUNDARY
STORM SEWER LINE
UNDERGROUND WATER LINE
FENCE LINE
OVERHEAD ELECTRICAL LINE
SANITARY SEWER LINE
XW
X
PL
TSF TSF
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003 NOTES GENERAL NOTESN.T.S.NAD 83-2007
NORTH CAROLINA STATE PLANE COORDINATES
HORIZONTAL CONTROL:
NAVD 88
VERTICAL CONTROL:
G-5 G-5.DGN5) COMBINED SCALE FACTOR: 0.999849643
4) UNITS: NORTH CAROLINA STATE PLANE COORDINATES > US SURVEY FEET
& BUFFALO 2"
3) PUBLISHED/FIXED CONTROL USED: NGS MONUMENTS " CONCORD, PENNY,
2) DATUM/EPOCH: NAD 83-2007 - NAVD 88 / 2010.355
1) DATE OF SURVEYS: MAY 2010 , NOVEMBER 2010 AND FEBRUARY 2011.
THE FOLLOWING INFORMATION WAS USED TO PERFORM THE SURVEY:
PRODUCT FUNCTION.
DEVIATIONS FROM EXISTING FIELD CONDITIONS EXIST WHICH MAY AFFECT
THE CONTRACTING OFFICER SHOULD BE NOTIFIED IMMEDIATELY IF ANY
PRODUCT WILL FUNCTION PER THE DESIGN OR THE GIVEN FIELD CONDITIONS.
RESPONSIBILTIY TO VERIFY WITH THE SUPPLIER/MANUFACTURER THAT THEIR
CONTRACTOR USES PROPRIETARY PRODUCTS, IT IS THE CONTRACTOR’S
REVIEW AND APPROVAL OF THE CONTRACTING OFFICER. WHEN THE
FUNCTION AS RECOMMENDED BY THE CONTRACTOR SUBJECT TO WRITTEN
SUBJECT TO SUBSTITUTION WITH OTHER PRODUCTS OF EQUAL OR SUPERIOR
13. SPECIFIED AND/OR PROPRIETARY PRODUCTS SHOWN HEREIN MAY BE
ACTIVITIES.
FACILITIES AND/OR UTILITIES DAMAGED AS A RESULT OF CONSTRUCTION
12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REPAIRS TO EXISTING
ACCORDANCE WITH ALL FEDERAL, STATE AND LOCAL REGULATIONS.
CONSTRUCTION DEBRIS GENERATED DURING THE EXECUTION OF WORK IN
11. THE CONTRACTOR SHALL DISPOSE OF ALL WASTE MATERIALS AND
NECESSARY FOR CONSTRUCTION OF THE PROPOSED WORK.
10. CLEARING AND GRUBBING SHALL BE LIMITED TO ONLY THE AREAS
HYDRAULIC FLUID AND ANY OTHER TOXIC MATERIALS.
CONTAMINATION OF SURFACE WATERS FROM FUELS, LUBRICANTS,
SHALL BE INSPECTED REGULARLY AND MAINTAINED TO PREVENT
9. ALL MECHANIZED EQUIPMENT OPERATED IN OR NEAR STREAM CHANNELS
THE CONTRACTING OFFICER.
USED TO DIVERT FLOW DURING CONSTRUCTION EXCEPT AS APPROVED BY
8. WHERE SHOWN ON THE PLANS, PUMP AROUND OPERATIONS SHALL BE
CONTRACTING OFFICER.
ORGANIC DEBRIS PRIOR TO BACK FILLING EXCEPT AS APPROVED BY THE
C 127 & ASTM C 128. FILL MATERIAL SHALL BE FREE FROM BRUSH AND
MAXIMUM 1 FOOT LIFTS AND COMPACTED TO RELATIVE DENSITY USING ASTM
7. EXISTING CHANNELS INDICATED TO BE FILLED SHALL BE BACK FILLED WITH
OFFICER.
REFLECT ACTUAL FIELD CONDITIONS WITH APPROVAL FROM CONTRACTING
TOLERANCES MAY BE ADJUSTED DURING CONSTRUCTION AS NECESSARY TO
SHALL BE +/- 0.2 FT.
DIMENSION TOLERANCES FOR ALL STORMWATER MANAGEMENT BMP SITES
ARM SLOPE: +/- 2.0% (WITHIN RANGE OF 4-12%)
POOL ELEVATIONS: +0.1 FT TO -0.5 FT
RIFFLE ELEVATIONS: +/- 0.2 FT
DEPTH: +/- 0.2 FT
WIDTH: +/- 0.5 FT
AS FOLLOWS:
6. DIMENSION TOLERANCES FOR ALL STREAM RESTORATION SITES SHALL BE
OFFICER.
DOWNSTREAM UNLESS APPROVED OTHERWISE BY THE CONTRACTING
WORK AT THE UPSTREAM END OF EACH CHANNEL REACH AND PROCEED
5. FOR ALL STREAM RESTORATION SITES, THE CONTRACTOR SHALL BEGIN
IN THE FIELD BY THE CORPS OF ENGINEERS ON APRIL 13, 2010.
4. THE WETLAND BOUNDARIES FOR SITE SB-10 WERE IDENTIFIED AND MARKED
BRANCH AND IS SHOWN ON THE APPROPRIATE PLAN SHEETS.
3. THERE IS A FEMA 100-YEAR FLOOD PLAIN LOCATED ALONG STRICKER
INSTALLATION.
SUBMITTED TO THE CONTRACTING OFFICER FOR APPROVAL PRIOR TO
SPECIFICATIONS. ALL TEMPORARY TRAFFIC CONTROL DESIGN SHALL BE
EACH SITE LOCATION AN IN ACCORDANCE WITH NCDOT STANDARDS AND
DESIGN, PROVIDE, ERECT AND MAINTAIN ALL TRAFFIC CONTROL DEVICES FOR
LOTS AFFECTED BY CONSTRUCTION TRAFFIC. THE CONTRACTOR SHALL
NOT LIMITED TO, TRAFFIC ON ADJACENT PUBLIC ROADS, PRIVATE PARKING
AND EGRESS FROM EACH PROJECT SITE FOR ALL VEHICLES INCLUDING, BUT
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING SAFE INGRESS
OBSTRUCTIONS, AND UTILITIES WHICH MAY AFFECT PROPOSED WORK.
SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF EXISTING CONDITIONS,
INVESTIGATIONS PRIOR TO COMMENCING CONSTRUCTION. THE CONTRACTOR
1. THE CONTRACTOR SHALL PERFORM ALL NECESSARY SUBSURFACE UTILITY

GENERAL NOTES:
AND HIS/HER OWN QUANTITY TAKEOFFS.
SHALL BE RESPONSIBLE FOR VERIFYING QUANTITIES THROUGH A FIELD VISIT
15. ALL QUANTITIES SHOWN HEREIN ARE ESTIMATES ONLY. THE CONTRACTOR
PROJECT.
SIZE AND NUMBER OF PUMPS NEEDED TO SUCCESSFULLY COMPLETE THIS
RESPONSIBLE TO CARRY OUT A SITE RECONNAISSANCE TO DETERMINE THE
CAN INCREASE OR DECREASE DRY WEATHER FLOW. THE CONTRACTOR IS
MAN-INDUCED RELEASES, SNOW MELT, ARE INCALCUABLE FACTORS WHICH
EVENTS, WEATHER PATTERNS, GROUNDWATER DISCHARGE, UPSTREAM
SHOULD NOT BE CONSIDERED BINDING TO THIS DESIGN AS DISTANT STORM
INFORMATION IS PROVIDED FOR CONCEPTUAL USE BY THE CONTRACTOR BUT
1.2-1.7 CFS FOR STRICKER BRANCH FOR PUMP-AROUND PURPOSES. THIS
14. THE AVERAGE ESTIMATED DRY WEATHER BASE FLOW WAS ESTIMATED AT
AND UTILITIES SHOWN PER CITY OF CONCORD GIS .
WATERLINES, STORM SEWER LINES, SANITARY SEWER LINES,
7. PARCEL LINES, EASEMENTS, BUILDINGS, STREETS,
3710562000J, & 3710553900J EFFECTIVE NOVEMBER 11, 2008.
ASSOCIATED WITH IT AS SHOWN ON FIRM MAP #S 3710562100J,
6. STRICKER BRANCH HAS A DESIGNATED FEMA FLOODPLAIN
NOTED.
5. ALL BEARINGS ARE GRID BEARINGS UNLESS OTHERWISE
CONSTRUCTION.
OF ANY UNKNOWN UTILITIES ENCOUNTERED DURING
THE CONTRACTOR SHALL NOTIFY THE CONTRACTING OFFICER
KNOWN AND VISIBLE UNDERGROUND UTILITIES FOR EACH SITE.
CONTRACTOR SHALL LOCATE AND MARK IN THE FIELD ALL
CONSTRUCTION WORK WITHIN EACH SITE LOCATION, THE
STRUCTURES MAY BE ENCOUNTERED. PRIOR TO ANY
UTILITIES/STRUCTURES. ADDITIONAL BURIED UTILITIES/
PROCESS OF THIS SURVEY TO LOCATE BURIED
SHOWN HEREON. NO EXCAVATIONS WERE MADE DURING THE
UTILITIES/STRUCTURES MAY VARY FROM LOCATION
4. LOCATIONS OF UNDERGROUND NON-VISIBLE
WELL AS GIS INFORMATION FOR CABARRUS COUNTY.
HEREON ARE BASED ON ABOVE GROUND APPURTENANCES, AS
3. ALL LOCATIONS OF UNDERGROUND UTILITIES SHOWN
2. NO BOUNDARY WORK PERFORMED DURING THIS SURVEY.
SET ON SITE UTILIZING VRS.
1. HORIZONTAL AND VERTICAL CONTROL BASED ON GPS POINTS
SURVEY NOTES:
LINE EL-654.00
LOWEST POWER
8"DIP
CONCRETE
(STACKED BAGS)U.S. HIGHWAY 29/ 601 NORTHDOLLY ST NW GRETEL AVE NWFLORENCE ST NW
FLORENCE ST NW
MINNIE AVE NW EVANS ST NWBARBER ST NW EVANS ST NWM AGNOLIA CROSSING CIR NW
LINE EL-627.51
LOWEST POWER
OHE 4 UP
LINE EL-649.98
LOWEST POWER
OHE 3 WIDE
BARBER ST NW
BARBER ST NW
BARBER ST NW STRICKER AVE NWSCOTIA AVE NWLOWES CONCORD LLC
LOWES CONCORD LLC
LEONARD L. &
WIFE TERRI F. FRYE
LINE EL-644.16
LOWEST POWER
OHE 3 WIDE
LINE EL-636.85
LOWEST POWER
OHE 3 WIDE
LINE EL-667.10
LOWEST POWER
OHTL 4 UP
LINE EL-643.43
LOWEST POWER
OHE 3 WIDE
LINE EL-640.75
LOWEST POWER
OHE 3 WIDE
BUFORD L. CANNON
LELA J. FLEMING
PARCEL# 5621027393
LELA J. MILLS
DEED (NO REFERENCE)
PARCEL# 5621026527
DRYE CONSTRUCTION LLC
DEED 5326 /PG 292
SHOE SHOW INC
SHOE SHOW INC
BOARD OF LIGHT &WATER COMMISSONLINE EL-657.50
LOWEST POWER
OHE 3 UP
LINE EL-645.44
LOWEST POWER
OHE 3 UP
LINE EL-668.13
LOWEST POWER
OHE 3 WIDE
LINE EL-654.89
LOWEST POWER
OHE 3 UP
LINE EL-655.36
LOWEST POWER
OHE 4 UP SSSSSSHYD
SSSSSSSSSSSSSHYDS BOARD OF LIGHT &
WATER COMMISSON
PARCEL# 5621024361
SUE M. TROUTMAN ESTATE DEED
(NO REFERENCE)
DRYE CONSTRUCTION LLC
DOLLY ST NW
CONCORD PKWY NSCOTIA AVE NWTERRY LEE CHILDERS
FAMILY TRUST
GRAHAM CONSTRUCTION
COMPANY
LEONARD L. & WIFE,
TERRI F. FRYE
CAROLINA EMERALD LLC
A DE LLC
GENERAL UTILITY
COMPANY INC
BOARD OF LIGHT &
WATER COMMISSON
CAROLINA EMERALD LLC
A DE LLC
BAPTIZED HOLINESS
ST JOHN FIRE
BAPTIST CHURCH
LIBERTY PRIMITIVE
ESTATE DEED
SUE M. TROUTMAN
JOHNSON ESTATE
WILLIE SHELL
LELA J. FLEMING
JOHNSON ESTATE
WILLIE SHELL
ELEVATION-630.94.
TRANSMISSION TOWER
BENCHMARK: BOLT ON
ELEVATION-625.25
TRANSMISSION TOWER
BENCHMARK: BOLT ON
ELEVATION-618.70.
IN 19" GUM TREE
SPIKE
BENCHMARK: RAILROAD
ELEVATION-619.02.
TOP OF FIRE HYDRANT
BENCHMARK:
ELEVATION-617.66
IN GUY POLE
SPIKE
BENCHMARK: RAILROAD
CONC. RETAINING WALL
CONC. HEADWALL
TOWER
O-618.56
I-619.49
RIM-629.87
(PLAN STA: 68+30)
SSMH
PP
PP
PP
PP
PP
GUARDRAILEDGE OF PAVEMENTTRANSMISSION
O-599.76
C)I-599.34
B DROP)I-602.51
B)I-613.03
A DROP)I-601.99
A)I-606.37
SSMH RIM-615.94
GUARDRAI
L102"CMP102"CMP
INV-604.44INV-604.56
INV-604.92
INV-604.65
INV-624.06
INV-623.98
SI
SIO-600.12
I-600.19
RIM-608.76
34+36)
STATION
(PLAN
SSMH PP2'C&GBARB WIRE
PP
GUY
PARCEL# 5621041653
DEED 2313/PG 294
TRACT 5, PLAT BOOK 33 /PG 18
PARCEL# 5621040533
DEED 5485 /PG 123
TRACT 4, PLAT BOOK 33 /PG 18
PARCEL# 5621042774
DEED 08377 /PG 170
PARCEL# 5621043622
DEED 02313 /PG 294
PARCEL# 5621043506
DEED 1205 /PG 109
PARCEL# 5621043351
DEED 05291 /PG 089
PARCEL# 5621043191
DEED 01211 /PG 348
TOWER #21
TRANSMISSION
WIRE FENCEBARB WIRE FENCE
WIRE FENCE
FENCEWIRE BARB FENCEWIREO-601.89
I-601.93
RIM-610.59
SSMH
(2)METAL POST #50
(2)METAL POST
O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
STATION
(PLAN
SSMH
O-610.85
I-611.27
RIM-616.87
SSMH
FH
TOWER #20
TRANSMISSION
PP
O-611.31
I-611.69
RIM-617.97
SSMH
TOWER #19
TRANSMISSION
PP
O-607.52
I-608.17
RIM-616.44
(PLAN STA: 48+80.1)
SSMH
INACCESSIBLE
RIM-616.41
SSMH
O-609.03
I-609.25
RIM-619.13
SSMH
15" EXPOSED DIP
6'x5' CULVERT
6'x5' CULVERT
PP
PP
O-612.26
B)I-614.22
A)I-612.45
RIM-620.78
(PLAN STA: 55+30.5)
SSMH
O-612.63
B)I-612.73
A)I-613.60
RIM-620.83
SSMH
O-618.09
I-618.35
RIM-630.87
SSMH
PARCEL# 5621018552
DEED (NO REFERENCE)
PARCEL# 5621018951
DEED 433 /PG 771
PARCEL# 5621016971
DEED (NO REFERENCE)
PARCEL# 5621024361
(NO REFERENCE)
PARCEL# 5621022756
DEED 780 /PG 210
PARCEL# 5621025846
DEED 1588 /PG 012
PARCEL# 5621037227
DEED 7726 /PG 210
PARCEL# 5611937204
DEED 7726 /PG 210
PARCEL# 5611936455DEED 360 /PG 630TOP 30"RCP
TOWER #17.5
TRANSMISSION
TOWER #17
TRANSMISSION
O-614.82
B)I-614.76
A)I-617.33
RIM-624.50
(PLAN STA: 59+74.4)
SSMH
O-619.16
I-619.25
RIM-626.15
SSMH
O-626.78
I-626.86
RIM-635.68
SSMH
PP
PP
PP
PP
GW
PP
PP
PP
42"CMPCONCRETE
(2)METAL POST
PP
O-616.39
I-616.84
RIM-626.99
(PLAN STA: 64+55)
SSMH
O-603.57
I-603.99
RIM-612.37
42+38.2)
STATION
(PLAN
SSMH
O-624.07
RIM-627.69
SSMH
72"BIRCH
S
ILT
FENCE
RIP-RAP
SILT FENCE
ELEV-622.74
BOREHOLE #3 15"CMPINV-623.77
BLOCK RETA
IN
ING WALL
ELEV-626.02
BOREHOLE #2
ELEV-628.80
BOREHOLE #1 SI
LT FENCECHA
IN L
INK
FENCE
FENCE
CHAIN
LINK
(4)BOLLARD
3"OAK 15"RCPINV-628.04
PP
CLEAN-OUT
PARCEL# 5611936791
DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18
LP
HEDGE ROWHEDGE ROW
O-624.13
I-640.05
TOP-644.98
DI
O-628.91
GR-642.63
EXIST CB
36"CMPO-627.02
I-632.49
GR-640.89
EXIST CB
RIP-RAP
RIP-RAP
4"OAK
5"OAK SI
LT FEN
CEINV-626.48
30"RCP
30"RCP
15"TER.
PP
PP
PP
A)
B)
8"
DIP8"DIP8"DIP
30"RCP
30"RCP
15"TER 8"DIPELEV-614.24
BOREHOLE #4 30"RCP30"RCP30"RCP
15"TER
30"RCP
A)
B)24"DIP24"DIPA)
B)24"PVCO-606.81
B)I-606.83
A)I-610.50
RIM-616.74
47+22.8)
(PLAN STA:
SSMH
A)
B)8"TER8"TER30"RCP
30"RCP
15"TER
15"TER15"TER30"RCP
15"TER
15"TER
30"RCP
30"RCP
30"RCP 6"DIP6"DI
P6"DIPA)
B)
30"RCP
30"RCP
15"TER
A)
B)C)EDGE OF PAVEMENT30"RCP
15"TER
30"RCP15"TER
30"RCP
15"TER
30"RCP 8"PVC8"TER30"RCP
30"RCP15"TER
15"TER
PARCEL# 5621036747
(NO DEED REFERENCE)
PARCEL# 5621026527
DEED 5326 /PG 292
EDGE OF CROSSING BRANCH40' R/W40' R/W40' R/W2' CURB & GUTTER
ASPHALT
PARKING
2' CURB
& GUTTER
ASPHALT PARKING100' RIGHT-OF-WAY40' R/W100' RIGHT-OF-WAY100' RIGHT-OF-WAY40' R/W100' RIGHT-OF-WAYEX. PAVED ROAD
5
0' PUBLI
C RI
GHT-OF-WAY PER GI
SPARCEL# 5621036747
(NO DEED REFERENCE)
PARCEL# 5611936791
DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18
PARCEL# 5621016971
DEED (NO REFERENCE)
19"GUM 40'POLE
40'80'40'80'200' CROSSING CREEKDOUBLE BOX CULVERT
HEADWALL
40'PARCEL# 5621018951
DEED 433 /PG 771
30' PUBLIC RIGHT-OF-WAY PER GIS120' PUBLIC RIGHT-OF-WAY PLAT BOOK 33 /PG 18 30' PUBLIC RIGHT-OF-WAY PER GIS
EX. PAVED ROADEX. PAVED ROADRIP RAPC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/EC/EC/EC/EC/EC/EC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
AREA
ERODED & WASHED OUT
HEADWALL
LINE EL-648.77
LOWEST POWER
OHE 3 UP
LINE EL-656.22
LOWEST POWER
OHE 3 WIDE
LINE EL-658.53
LOWEST POWER
OHE 3 WIDE
CROSSING CREEK
TOP EXPOSED 15"TER
CROSSING CREEK
TOP EXPOSED 15"TER
PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
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PL
PL
PL
PL
PLPLPLPLPLPLPL
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PL PL PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
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PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL PL PL PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
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PL
PL
PL
PL
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L
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L
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L
P
L
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LP
L
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L
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L
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LP
LP
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PL
PL
PL
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PL
PL
PL
PL
PL
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PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPL
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PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPL
PL
PL
PL
PL
PL
PL
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PLPLPLPLPLPLPLPLPLPLPLPLPLPL P
LPLPLPLP
LP
LPLPLPLPLPLP
LPLPLPLPLPLPLP
LPLP
LPLP
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LP
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L
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LP
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LP
LP
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PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLP
LP
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LP
LP
L
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L
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L
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L
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L
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L
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L
P
L
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L
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LP
L
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L
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L
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L
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LPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PL PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLFFLP
FFLP
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FFLPFFLP 6066076106 1 2
613613618624626625
625628
626
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626
625
624625626627628629 629628 627624627 626
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625
626
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622
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618
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15
618
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618
617
616617618614615
616
618
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617
616
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606
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606
608
605
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1"=120'C1-3
C1-4
C1-5 C1-6 C1-7
C1-1.DGNGR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
C1-1 OVERVIEW & PLAN LAYOUTSTREAM RESTORATIONSTRICKER BRANCH (SB-IN1)120
O 60120 120 240
NOT FOR CONSTRUCTION
STATION 48+10.10
END WORK
STATION 10+00
BEGIN WORK
100-YR FLOODPLAIN
100-YR
FLOODPLAIN 100-YR FLOODPLAI
N100
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FLOODPLA
IN100-YR FLOODPLAI
N100-YR FLOODPLAIN
100-YR FLOODPLAIN
100-YR FLOODPLAIN
100-YR FLOODPLAIN
100-YR FLOODPLAIN
100-YR
FLOODPLAIN
100
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FLOODPLA
IN
FFLP
FFLP
FFLP FFLP
FFLP
FFLPFFLP
TSF
TSF
TSF
TSFTSF
TSF
TSF
TSF
TS
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TSFTSFTSF TSF
TSF
TSFT S F
TSF
TSF
TSF
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TS
F
TSF
TSF
TSF
TSF
TSF
TSF
TSF
TSF
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TSFTSF
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TSF
TSF
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SFTSF
TSFTSF
TSF
TSF
TSF
T
SFTSF
TSFTSF
TSF
TSF
TSF
TSFTS F
10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00 18+00
19+00 20+0021+00 22+00
23+00
24+00
25+00
26+00
27+00 28+0029+00
3 0 +0 0
31+00
32
+
0
033+00 34+00
35+00
36+00
37+00
38+00 39+0040+00
41+00
42+00
43+00
44
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47+00
48+10.10
PI 10+55.33PI 11+26.20PI 12+08.63PI 13+16.21PI 14+61.52PI 16+10.01PI 16+55.82PI 17+92.43PI 18+97.21PI 20+00.16PI 21+42.80PI 22+42.08PI 23+91.07PI 25+11.36PI 26+20.32PI 27+48.91PI 29+18.60PI 30+81.62PI 32+24.88PI 33+65.43PI 34+93.59PI 35+96.79PI 37+31.35PI 38+49.52PI 41+02.64PI 39+70.06PI 43+16.99PI 42+06.77PI 45+37.94PI 44+33.72PI 46+44.74PC 10+37.56PC 11+04.24PC 11+81.50PC 12+86.73PC 15+97.00PC 16+40.76PC 17+50.56PC 18+40.02
PC 19+67.39PC 20+82.37
PC 22+07.97PC 23+30.82
PC 24+53.51PC 25+66.40
PC 27+09.40PC 28+80.63PC 30+17.70PC 31+59.80
PC 33+18.63PC 34+43.50
PC 35+56.36PC 3 7 +0 8 .7 2
PC 38+26.96PC 39+32.73PC 40+59.66PC 41+61.43PC 42+54.84PC 43+94.33PC 45+15.25PC 46+27.11PT 10+72.73PT 11+46.35PT 12+31.91PT 13+44.07PT 16+22.45PT 16+69.56PT 18+20.27
PT 19+25.26PT 20+22.30
PT 21+82.08PT 22+64.46
PT 24+25.32PT 25+50.20
PT 26+54.25PT 27+79.28PT 29+45.58PT 31+08.40
PT 32+58.92PT 33+93.86
PT 35+22.13PT 3 6 +2 2 .2 4
PT 37+49.90PT 38+70.11PT 39+99.52PT 41+36.75PT 42+39.08PT 43+60.51PT 44+61.06PT 45+59.88PT 46+62.31605605
606606
606606606606606 606606
607607607 607607607607607607
607 607607607
608608608608608608608608608608
608
608
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609
609609
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610
610
610
610610610610610610610610611
611611
611
611
611611
611
611
611611611611611611611611612612612
612
6
1
2612612
612
612
612612612612612612612612613613613
613613613613613613613613613613613613
613 613
613
6146146
1
4 6146146146146146
14
614 614614
614
614
614615
615615615615615615615
615 615615615615
615
615
616616616
616
616
616
616616
616616616616616616617617
617
617
617
617
617
61761761761761861
8618618618618618
618618618619619619619619619
619
619
619
620620620620620620620
620
620
620
621621621
621621
621621621622622622622622
622 622623
623623623623
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624
624
624
624
624624624624624625625625625625625 625625
625
625
626 626626626
626626626626627
627 627
627628
628FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003

REACH
Sta.10+00-48+16.4
RIFFLE POOL
WIDTH/DEPTH
RATIO
62.53.02.04.645.062.52.0 25.0 3.0 143.5
W D D W W W D D W W
BFK MAX IB

B FPA BKF MAX IB B FPA
CROSS-SECTION DIMENSIONS

2.5
W

IB

Variables Existing Channel Proposed Reach Reference Reach

USGS Station

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Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:

Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:
Range:
Mean:

19
2.1
10
38

3.4
18.9
1.8
170
9
42
2.2
25
1.3
1.06
0.006
0.004
0.0001
0.025
3.6
1.06
15.3
0.8
410
21.6
1.2
25-45
3.6-28
1.3-4.5
12-24

1-3.7
19-70
0.7-7.5
13-145
3-23
60-450
1.0-2.8
12.2-39.3
2.3-4.4
2.5-5.2
12.3-19.7
1.0-1.5
6.6-53.2
126-1011
14

2.5
10
2.5
3
0.006
0.0001
2.4
1.8
5.0
1.0
2.0-3
8-12
2-4
2-5
14
10-15
14
2-3
2.5
9-20
12
2-4
2.5
2-4
2.5
2.4
1.6-1.9
1.8
1.0-1.0
1.0
4.0-6
5
1.1
F5 C4/5 C4
25
1.8
44.5
3.5
62.5
200
250
200-300
62.5
75
1.15
.005
4.3
45
125
1.0-1.0
4.0-6.0
100-150

200
5.3 4.5
bankfull height (or max bankfull depth)
29. Ratio of lowest bank height to
bankfull width
28. Ratio of pool to pool spacing to
27. Pool to pool spacing
width
26. Ratio of pool width to bankfull
25. Pool width
bankfull depth
24. Ratio of pool depth to average
23. Maximum pool depth
22. Ratio of pool slope to average slope
21. Pool slope
20. Average slope
19. Valley slope
length)
18. Sinuosity (stream length/valley
17. Meander width ratio
16. Belt width
bankfull width
15. Ratio of radius of curvature to
14. Radius of curvature
width
13. Ratio of meander length to bankfull
12. Meander length
11. Entrenchment ratio
10. Width of floodprone area
9. Bankfull max depth
8. Bankfull discharge, cfs
7. Bankfull mean velocity
6. Bankfull cross-sectional area
5. Width/depth ratio
4. Bankfull mean depth
3. Bankfull width
2. Drainage area (sq. mi.)
1. Stream type
N.T.S.
B

ANSI DC1-2.DGN

TYP. SECTIONS & MORPH. TABLESTREAM RESTORATIONSTRICKER BRANCH (SB-IN1)C1-2RIFFLERUN
R
A
DIUS
PC
HR1
PT
BED
FLOWR1
POOL
GLI
DERIFFLE
RADIUSR2
POOL SECTI
ONHR2
BEDFLOWRIFFLEGLIDE
POOLRUN
OF BENDMIDPOINTPOOL - TO - POOL (L)MIDPOINTOF BENDPOOL GLIDE RIFFLE RUN POOL GLIDE RIFFLE
FLOW SLOPE
RIFFLE
TYPICAL PROFILE
CHANNEL TYPICAL DETAIL
TYPICAL PROFILE FOR CONSTRUCTED RIFFLE SECTION
CROSS VANE CONSTRUCTION
IN MEANDER-BEND
PLAN VIEW
POOL - TO - POOL (L)OF BENDMIDPOINTMIDPOINTOF BENDFLOW
POOL GLIDE RIFFLE RUN
SLOPE
RIFFLE
RIFFLEHEAD OFRIFFLETAIL OFOF POOLBEGINNINGPOOLEND OFRIFFLEHEAD OFRIFFLEGLIDEPOOL
NOT TO SCALE
TYPICAL PLAN
POOLEND OFRIFFLEHEAD OFRIFFLETAIL OFOF POOLBEGINNINGRIFFLEHEAD OFFLOW

SECTIONRIFFLEB
BANKFULL
W
FPA
W BKF
BW
MAXD
D
IB

CL
2:1
O
R
FL
ATTE
R
2:1 OR
FLATTER3:1
2:12:
1
3:1
SECTIONS (PLATES C1-19 TO C1-29.)
CENTERLINE LOCATION. SEE CROSS
WITH RESPECT TO CHANNEL
* CENTER OF POOL BOTTOM VARIES ELEVATION *
PROPOSED GRADE
ELEVATION *
PROPOSED GRADE
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003BKF
2:1
O
R
FL
ATTE
R 7:14:1 3:12:1 OR
FLATTER
B
MAXD
D IB
FPA
CL

B
VARIES
PLATE D-1
SEE DETAIL ON
MATTING,
COIR FIBER
MORPHOLOGICAL MEASUREMENTS TABLE
SB-IN1 - Sta. 10+00.00 to Sta. 48+16.4
BED
BANKFULL
AND STEEPER
BEND MAY BE SHORTETER
VANE ARM ON INSIDE OF
W BKF
W B
W FPA
D MAX
STRICKER BRANCH (SB-IN1)
D IB
BED
BANKFULL BENCH
TYPICAL RIFFLE WITH
CONTRACTOR WITHOUT CONSULTATION AND APPROVAL OF THE CONTRACTING OFFICER.
DIFFERING EXISTING CONDITIONS OR OTHER VALID REASON. NO FIELD CHANGES TO THE CHANNEL DESIGN SHALL BE MADE BY THE
ONLY BE USED IN THE EVENT THAT THE CONTRACTING OFFICER DEEMS A FIELD CHANGE TO THE CHANNEL IS WARRENTED DUE TO
WITH THE NATURAL CHANNEL DESIGN PARAMETERS USED IN THE DESIGN OF THE PROPOSED STREAM CHANNEL. THIS TABLE SHALL
THE PURPOSE OF THE MORPHOLOGICAL MEASUREMENTS TABLE IS TO PROVIDE THE CONTRACTOR AND CONTRACTING OFFICER
W IB
GROUND
EXISTING
TIE TO
= FLOOD PRONE AREA WIDTH
= INNER BERM DEPTH
= INNER BERM WIDTH
= BOTTOM WIDTH
= MAXIMUM DEPTH
= BANKFULL WIDTH
W IB
BANKFULL BENCH
TYPICAL POOL WITH
W
W
2:1W
W
BANKFULL
LINE EL-654.00
LOWEST POWER
U.S. HIGHWAY 29/ 601 NORTHLINE EL-657.50
LOWEST POWER
OHE 3 UP
LINE EL-668.13
LOWEST POWER
OHE 3 WIDE
LINE EL-654.89
LOWEST POWER
OHE 3 UP
LINE EL-655.36
LOWEST POWER
OHE 4 UPS
H
Y DS
CONCORD PKWY NCONC
. RETAINING
WALL
CONC. HEADWALL
TOWER
O-618.56
I-619.49
RIM-629.87
(PLAN STA: 68+30)
SSMH
PP
PP
PP
PP GUARDRAILEDGE OF PAVEMENTTRANSMISSION
INV-624.06
INV-623.98
6'x5' CULVERT
6'x5' CULVERT
TOP 30"RCP
TOWER #17
TRANSMISSION
PP
PP
42"CMPCONCRETE
(2)METAL POST
PP
O-616.39
I-616.84
RIM-626.99
(PLAN STA: 64+55)
SSMH
SILT FENCE
B
LO
CK
R
E
TA
IN
IN
G
W
A
L
LSILT FENCEC
H
A
IN

L
IN
K

F
E
N
C
E
FENCE
CHA
IN
LINK
3"OAK 15"RCPINV-628.04 1224624.93TMT #171225625.03TMT #171226624.35TMT #17CLEAN-OUT5014629.44TMT COR5015629.15TMT COR5016629.93TMT CORLP
HEDGE ROWHEDGE
ROW
O-628.91
GR-642.63
EXIST CB
36"CMPO-627.02
I-632.49
GR-640.89
EXIST CB
RIP-RAP
RIP-RAP
4"OAK
5"OAK SI
LT FENCEINV-626.48
30"RCP
30"RCP
15"TER.
30"RCP
1220657.50OHE 3UP1221654.89OHE 3UP1357655.36OHE 4UP5017631.89OHE5020641.58OHE5021643.20OHE5023654.00OHE LOWLINE 5112656.22OHE LOW LINE 35113658.53OHE LOW LINE 3EDGE OF PAVMENT1223625.95PP1234623.71PP1355626.18PP METAL POST1356626.68PP METAL POST1376626.83PP1378628.71PP METAL POST1379629.35PP METAL POST5013632.09PP5024642.65PP5025641.48PP5064630.49PPCROSSING BRANCH40' R/W2
' CURB
& GUTTER
ASPHALT
PARK
ING100' RIGHT-OF-WAY40' R/W100' RIGHT-OF-WAYDOUBLE BOX CULVERT 120' PUBLIC RIGHT-OF-WAY PLAT BOOK 33 /PG 18 EX. PAVED ROADRIP RAPC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
AREA
ERODED & WASHED OUT
HEADWALL
LINE EL-656.22
LOWEST POWER
OHE 3 WIDE
LINE EL-658.53
LOWEST POWER
OHE 3 WIDE
CROSSING CREEK
TOP EXPOSED 15"TER
CROSSING CREEK
TOP EXPOSED 15"TER
100-YR FLOODPLAIN
100-YR
FLOODPLAIN
100-YR
FLOODPLAIN
100
-YR
FLOODPLA
IN
FFLP
FFLP
FFLP FFLP
F
F
L
P
FFLPFFLP 626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628628627
623.5624625626626.5622
621622619621621619619621622621619622623FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 1SHEET TITLE 2SHEET TITLE 3X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B001210+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
620621621
621622622622622
622
623
623
623623623
623623624
624
624
624
624
624624624624624625625625625625625 625625
625
625
626 626626626
626626626626627
627 627
627628
628619.42
INVERT =
POOL
618.96
INVERT =
POOL
"SATISFACTORY MATERIAL"
FILL CHANNEL WITH
"SATISFACTORY MATERIAL"
FILL CHANNEL WITHPVI 10+00.00INV = 623.98INV = 624.18INV = 624.18INV = 623.99INV = 623.91INV = 623.81INV = 623.71INV = 623.51INV = 623.31INV = 622.93INV = 620.80INV = 620.70INV = 620.23INV = 620.250.00%-0.27%-0.28%
-0.35%
-0.84%-2.56%
-1.03%
622.40
INVERT =
POOL
621.90
INVERT =
POOL
GRADE
PROPOSED
LEFT AND RIGHT
TOP OF BANK
ROCK XVANE @ STA. 11+04.24ROCK XVANE @ STA. 12+86.73ROCK XVANE @ STA. 15+97.00ROCK J-HOOK @ STA. 11+81.50ROCK J-HOOK @ STA. 16+40.76623.27
INVERT =
POOL
622.80
INVERT =
POOL@ STA. 10+20.35HEAD OF RIFFLE@ STA. 10+72.73HEAD OF RIFFLE@ STA. 11+46.35HEAD OF RIFFLE@ STA. 12+31.91HEAD OF RIFFLE@ STA. 13+44.07HEAD OF RIFFLE@ STA. 16+22.45HEAD OF RIFFLE@ STA. 16+69.56HEAD OF RIFFLEROCK XVANE @ STA. 10+37.56= 622.68
INVERT
POOL
GRADE
EXISTING
BOX CULVERT
REINFORCED CONCRETE
EXISTING DOUBLE 6'x5'
TSF
TSF
TSF
TSFTSF
TSF
TSF
TSF
TSF
TSF
SB-1
SB-32
SB-34
SB-2
SB-33
SB-35
SB-36
SB-37
SB-38
SB-39
SB-40
SB-41 SB-42
SB-43
SB-44
SB-45
SB-46
SB-47
SB-48
SB-49
SB-50
SB-3
SB-5
SB-4
SB-6
SB-84
SB-85
SB-86
SB-87
SB-88 SB-89
U.S. HIGHWAY 29/ 601 NORTHAND RIGHT
TOP OF BANK LEFT
PROPOSED ALIGNMENT
EXISTING GRADE ALONG C1-3.DGNC1-3
( IN FEET )
GRAPHIC SCALE
( IN FEET )
GRAPHIC SCALE
#SB1-B2
SOIL BORING
PROFILE LEGEND
PROPOSED GRADE
#SBIN1-B1
SOIL BORING
BMP SB-1 (SEE PLATE C2-1)
PROPOSED STORMWATER WETLAND
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING OFFICER.
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
PROPOSED CLEARING LIMIT
PLAN & PROFILE (STA 10+00 TO 17+28)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)MATCHLINE STATION 17+28 PLATE C1-4RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
CROSS VANE (TYP.)
PROPOSED ROCK
#SB1-B1
SOIL BORING
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
J-HOOK (TYP.)
PROPOSED ROCK
CHANNEL (TYP.)
FILL EXISTING
ROOT WAD (TYP.)
PROPOSED BLOCK (TYP.)
CHANNEL
PROPOSED
BASIN (SEE PLATE D-1)
ENERGY DISSIPATION
PROPOSED ROCK
NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
GR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
30
O 1530 30 60
O 1530 30 60 O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
10+00
10+00
11+00 12+00 13+00 14+00 15+00 16+00 17+0016+5015+5014+5013+5012+5011+5010+50
10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00
610
615
620
625
630
635
610
615
620
625
630
635
638 638
MATCHLINE STATION 17+28 PLATE C1-41" 30'
8"DI PLINE EL-668.13LOWEST POWEROHE 3 WIDE
LINE EL-654.89LOWEST POWEROHE 3 UP SSSSELEVATION-618.70.IN 19" GUM TREESPIKEBENCHMARK: RAILROAD
PP
O-612.26B)I-614.22A)I-612.45RIM-620.78(PLAN STA: 55+30.5)
SSMH
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH
TOWER #17.5
TRANSMISSION
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
O-619.16I-619.25RIM-626.15SSMH
PP
PP
PP
GW
PP
SILT FENCE
RIP-RAP
SILT FENCE
ELEV-622.74BOREHOLE #3 15"CMPINV-623.77
BLOCK RETAINING WALL
PP
PP
PP
PP
A)
B)8"DI
P8"DIP30"RCP
15"TER
30"RCP
30"RCP
30"RCP
15"TER
A)
B)24"DIPA)
B)
15"TER
15"TER 40' R/W2' CURB & GUTTER 100' RIGHT-OF-WAY19"GUM
40'80'40'200'LINE EL-648.77LOWEST POWEROHE 3 UPPL
PL
PLPLPL
PLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
624
623619621 622
621
621
622
623
624
623
622
626628630
632634636638640642632
634
636
636634632630628626624622621617
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 1SHEET TITLE 2SHEET TITLE 3X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B001217+00
18
+00
19+00
20+00
21+0022+00
23+00
24+00
25+00
26+00
6136146146
1
4
61
4615
6156156156
1
5
616
616
616
616
616
616616616616616617617
617
617
617617617
6176176176176186
18
618
6
1
8
6 1 8
618618618618618619619619619619
619
619
619619
6206206206206206
2
0
620 620620
621
621
621
621621622622
617.67
INVERT =
POOL
616.70
INVERT =
POOL
615.60
INVERT =
POOL
614.70
INVERT =
POOL
614.20
INVERT =
POOL
613.44
INVERT =
POOL
612.86
INVERT =
POOLINV = 619.42INV = 618.79INV = 618.22INV = 617.86INV = 617.15INV = 617.03INV = 616.36INV = 615.97INV = 615.61INV = 615.67INV = 615.02INV = 614.75INV = 614.44INV = 614.21INV = 613.99-2.90%
-1
.69%
-1.12%
-1
.40%
-0.98%
-1.09%
-1
.36%@ STA. 18+20.27HEAD OF RIFFLE@ STA. 19+25.26HEAD OF RIFFLE@ STA. 20+22.30HEAD OF RIFFLE@ STA. 21+82.08HEAD OF RIFFLE@ STA. 22+64.46HEAD OF RIFFLE@ STA. 24+25.32HEAD OF RIFFLE@ STA. 25+50.20HEAD OF RIFFLE"SATISFACTORY MATERIAL"
FILL CHANNEL WITH"SATISFACTORY MATERIAL"
FILL CHANNEL WITH
"SATISFACTORY MATERIAL"
FILL CHANNEL WITHINV = 618.04@ STA. 17+50.56ROCK J-HOOK@ STA. 17+73.00ROCK XVANE@ STA. 18+40.02ROCK XVANE@ STA. 19+67.39ROCK J-HOOK@ STA. 20+82.37ROCK XVANE@ STA. 22+07.97ROCK J-HOOK@ STA. 23+30.82ROCK XVANE@ STA. 24+53.51ROCK J-HOOK@ STA. 25+66.40ROCK J-HOOK-1.03%
LEFT AND RIGHT
TOP OF BANK
GRADE
PROPOSED
GRADE
EXISTING
"SATISFACTORY MATERIAL"
FILL CHANNEL WITH
TSF
TSF
TSF
TSF
TSF TSFTSF
TSF
TSF
TSFTS
F
TSFTSF
TSF
TSF
TSFSB-10
SB-11
SB-12
SB-50 SB-51
SB-52
SB-53
SB-54
SB-55
SB-56
SB-57
SB-71
SB-7
SB-8
SB-9
SB-92
SB-91
SB-90
SB-106
CROSS VANE (TYP.)
PROPOSED ROCK
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
C1-4.DGNC1-4
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
SEE NOTE #2
PROFILE LEGEND
PROPOSED GRADE
PROPOSED CLEARING LIMIT
PROPOSED ALIGNMENT
EXISTING GRADE ALONG
AND RIGHT
TOP OF BANK LEFT PLAN & PROFILE (STA 17+28 TO 25+70)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
BLOCK (TYP.)
CHANNEL
PROPOSED CHANNEL (TYP.)
FILL EXISTING
WADS (TYP.)
PROPOSED ROOT
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
(TYP.)
ROOTWADS
PROPOSED MATCHLI
NE
S
TATI
ON
1
7
+
2
8
P
LATE C1-
3 MATCHLINE STATION 25+70 PLATE C1-5RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
O 1530 30 60
30
17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
17+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50
600
605
610
615
625
620
610
615
620
625
605
600
628628
MATCHLINE STATION 25+70 PLATE C1-5MATCHLINE STATION 17+28 PLATE C1-3STRUCTURE (TYP.)
TOE WOOD
PROPOSED
J-HOOK (TYP.)
PROPOSED ROCK
THE CITY OF CONCORD PRIOR TO START OF CONSTRUCTION.
2) EXISTING 8" DIP SANITARY SEWER WILL BE RELOCATED OR RENEWED BY
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING OFFICER.
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
SEE INSET "A" PLATE C1-32
1" = 30'
SHOE SHOW INC SSSSSBAPTIST CHURCH
LIBERTY PRIMITIVE
ELEVATION-618.70.
IN 19" GUM TREE
SPIKE
BENCHMARK: RAILROAD
O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
STATION
(PLAN
SSMH
O-607.52
I-608.17
RIM-616.44
(PLAN STA: 48+80.1)
SSMH
O-609.03
I-609.25
RIM-619.13
SSMH
15" EXPOSED DIP
PARCEL# 5621022756
DEED 780 /PG 210
PARCEL# 5611937204
DEED 7726 /PG 210
30"RCP
O-606.81
B)I-606.83
A)I-610.50
RIM-616.74
47+22.8)
(PLAN STA:
SSMH
A)
B)8"TER8"TER30"RCP
30"RCP
15"TER
3
0
"RCP
15
"TER
15
"TER
3
0
"RCP
30
"RCP
30
"RCP 6"DIPB)40' R/W100' RIGHT-OF-WAY19"GUM
CROSSING CREEK
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C
/E
C
/E
C
/E
C
/E
C
/E
612.40
INVERT =
POOL
611.34
INVERT =
POOL
610.77
INVERT =
POOL
609.44
INVERT =
POOL
608.86
INVERT =
POOLINV = 613.84INV = 613.14INV = 612.79INV = 612.18INV = 612.22INV = 611.73INV = 611.52INV = 610.65INV = 610.77INV = 610.29INV = 610.19-1.27%
-0.61%
-0.67%
-1
.69%
-0.80%
-1.01%
GRADE
PROPOSED
GRADE
EXISTINGROCK XVANE @ STA. 27+09.40ROCK XVANE @ STA. 30+17.70ROCK J-HOOK @ STA. 33+18.63@ STA. 26+54.25HEAD OF RIFFLE@ STA. 27+79.28HEAD OF RIFFLE@ STA. 29+45.58HEAD OF RIFFLE@ STA. 31+08.40HEAD OF RIFFLE@ STA. 32+58.92HEAD OF RIFFLE@ STA. 33+93.86HEAD OF RIFFLE"SATISFACTORY MATERIAL"
FILL CHANNEL WITH
"SATISFACTORY MATERIAL"
FILL CHANNEL WITH
"SATISFACTORY MATERIAL"
FILL CHANNEL WITH ROCK J-HOOK @ STA. 28+80.63ROCK J-HOOK @ STA. 31+59.80INV = 612.77ROCK J-HOOK @ STA. 26+22.30INV = 610.04ROCK J-HOOK @ STA. 30+59.80LEFT AND RIGHT
TOP OF BANK
609.95
INVERT =
POOL
"SATISFACTORY MATERIAL"
FILL CHANNEL WITH "SATISFACTORY MATERIAL"
FILL CHANNEL WITH
26+00
27+00 28+0029+00
30+00
31+00
32+0033+00 34+00
35+00
PI 26+20.32PI 27+48.91PI 29+18.60PI 32+24.88PI 33+65.43PI 34+93.59PC 25+66.40
PC 27+09.40PC 28+80.63PC 30+17.70PC 31+59.80
PC 33+18.63PC 34+43.50
PC 35+56.36PT 25+50.20
PT 26+54.25PT 27+79.28PT 29+45.58PT 31+08.40
PT 32+58.92PT 33+93.86
PT 35+22.13609610610610
610611
611611611
611
6116116116126
1
2612612
612
612
612612612612612613613613613613613613613613613613613613613613
613 613
613
6
1
4 6146146146146146
1
4
614 614614
614
614
614615615615615615615615
615 615615
615
615
616616616
616616 616617617 TSF
T S F
TSF
TSFTSF TSF
TSF
TSF
TSF
TSFTSF
TSF
TSF
SB-13
SB-15
SB-14
SB-17
SB-20
SB-19
SB-16
SB-72
SB-73
SB-18 SB
-94SB
-95SB
-96SB
-97FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012GR
ID
NORTH
NAD
8
3
-07
( IN FEET )
GRAPHIC SCALE
PROFILE LEGEND
PROPOSED GRADE
C1-5
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
PROPOSED ALIGNMENT
EXISTING GRADE ALONG
AND RIGHT
TOP OF BANK LEFT
#SBIN1-B2
SOIL BORING
PROPOSED CLEARING LIMIT (TYP.)PLAN & PROFILE (STA 25+70 TO 34+25)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
OFFICER.
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
BLOCK (TYP.)
PROPOSED CHANNEL CHANNEL (TYP.)
FILL EXISTING
(TYP.)
ROOTWADS
PROPOSED
J-HOOK (TYP.)
PROPOSED ROCK
RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
CROSS VANE (TYP.)
PROPOSED ROCK
ROCK SILL
PROPOSED
WOOD STRUCTURE
PROPOSED TOE MAT CHL IN E S T AT IO N 2 5 +7 0 P L AT E C1 -4
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
MATCHLINE STATION 34+25 PLATE C1-6
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
O 1530 30 60
30
26+00
610
615
625
620
600
605
610
615
620
625
605
600
628628
MATCHLINE STATION 34+25 PLATE C1-6 MATCHLINE STATION 25+70 PLATE C1-4 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00
26+00 26+50 27+00 27+50 28+00 28+50 29+00 29+50 30+00 30+50 31+00 31+50 32+00 32+50 33+00 33+50 34+00 C1-5.DGN1" = 30'
LINE EL-636.85
LOWEST POWER
OHE 3 WIDE
LELA J. FLEMING
PARCEL# 5621027393LELA J. MILLSDEED (NO REFERENCE)SSSH
SPARCEL# 5621024361SUE M. TROUTMAN ESTATE DEED
(NO REFERENCE)
BAPTIST CHURCH
LIBERTY PRIMITIVE
ESTATE DEED
SUE M. TROUTMAN
JOHNSON ESTATE
WILLIE SHELL
O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
STATION
(PLAN
SSMH
O-610.85
I-611.27
RIM-616.87
SSMH
TOWER #20
TRANSMISSION
PP
PARCEL# 5621018951
DEED 433 /PG 771
PARCEL# 5621016971
DEED (NO REFERENCE)
PARCEL# 5621024361
(NO REFERENCE)
O-603.57
I-603.99
RIM-612.37
42+38.2)
STATION
(PLAN
SSMH
O-606.81
B)I-606.83
A)I-610.50
RIM-616.74
47+22.8)
(PLAN STA:
SSMH
A)
B)8"TER30"R
C
P
15"T
E
R30"R
C
P
30
"R
C
P 6"DIP6"DIPA)
B)
3
0"R
C
P
3
0"R
C
P15"T
E
R
30"RCP
15"TER 40' R/W40'40'C
/E
C
/E
C/E
C
/E
C
/E
C/E
C
/E
C
/E
C
/E
C/E
C/E
C/E
C/E
C/E
C/E
C
/E
C
/E
C
/E
C
/E
C
/E
C
/E
C/E
C/E
C/E
C/E
C/E
C/E34+00
35+00 36+0037+00 38+00
39+0040+00
41+00
42+00
43+00
606607607607
608608608608608
608
608
6096096 0 9609
609
609609
609
609609609609609610610610610
610610610
610
610610 610610610610610610611
611
611
611611611
611611611611611612
612
612
612612612
612612612612613613613
613613613
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 1SHEET TITLE 2SHEET TITLE 3X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012607.85
INVERT =
POOL
607.31
INVERT =
POOL
606.82
INVERT =
POOL
606.41
INVERT =
POOL
605.81
INVERT =
POOL
605.29
INVERT =
POOLINV = 609.69INV = 609.70INV = 609.44INV = 609.39INV = 608.67INV = 608.88INV = 608.29INV = 608.07INV = 607.84INV = 607.88INV = 607.40INV = 607.26INV = 607.00INV = 607.02INV = 606.82-0.77%
-0.83%
-0.77%
-0.36%
-0.79%
-1.07%-1.24%
GRADE
PROPOSED
GRADE
EXISTING ROCK XVANE @ STA. 38+26.96ROCK J-HOOK @ STA. 35+56.36@ STA. 35+22.13HEAD OF RIFFLE@ STA. 38+70.11HEAD OF RIFFLE@ STA. 37+49.90HEAD OF RIFFLE@ STA. 36+22.24HEAD OF RIFFLE@ STA. 39+99.52HEAD OF RIFFLE@ STA. 41+36.75HEAD OF RIFFLE@ STA. 42+39.08HEAD OF RIFFLEROCK J-HOOK @ STA. 40+59.66"SATISFACTORY MATERIAL"
FILL CHANNEL WITHROCK J-HOOK @ STA. 34+43.50ROCK XVANE @ STA. 42+54.84-1.01%
LEFT AND RIGHT
TOP OF BANK
ROCK J-HOOK @ 37+08.72ROCK J-HOOK @ 39+32.73ROCK J-HOOK @ 41+61.43608.33
INVERT =
POOL
TSF
TSF
TSF
TSF
TSF
TSF
TS
F
TSF
TSF
TSF
TSF
SB-21
SB-22
SB-23
SB-26
SB-27
SB-28
SB-74
SB-75
SB-76
SB-77
SB-78
SB-79
SB-24
SB-25SB-98GR
ID
NO
R
TH
NAD

8
3
-0
7
( IN FEET )
GRAPHIC SCALE
C1-6.DGNPROFILE LEGEND
PROPOSED GRADE
C1-6
AND RIGHT
TOP OF BANK LEFT
PROPOSED ALIGNMENT
EXISTING GRADE ALONG
OFFICER.
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
PROPOSED CLEARING LIMIT (TYP.)
MATCHLINE STATION 34+25 PLATE C1-5 MA
T
C
H
LI
N
E S
T
A
TI
O
N 42+75 P
L
A
T
E C1-7
PLAN & PROFILE (STA 34+25 TO 42+75)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
WOOD STRUCTURE
PROPOSED TOE
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
J-HOOK (TYP.)
PROPOSED ROCK
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
CHANNEL (TYP.)
FILL EXISTING
CROSS VANE (TYP.)
PROPOSED ROCK
RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
30
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50
34+50 35+00 35+50 36+00 36+50 37+00 37+50 38+00 38+50 39+00 39+50 40+00 40+50 41+00 41+50 42+00 42+50
610
615
620
600
605
595
610
615
620
605
600
595
623
PLATE C1-5MATCHLINE STATION 34+25 PLATE C1-7MATCHLINE STATION 42+75 623
BLOCK (TYP.)
PROPOSED CHANNEL 1" = 30'
CONCRETE
(STACKED BAGS)EVANS ST NWLI
NE EL-631.58LOW
EST POW
EROHE 6 UPLI
NE EL-627.51LOW
EST POW
EROHE 4 UPLI
NE EL-649.98LOW
EST POW
EROHE 3
WI
DELI
NE EL-644.16LOW
EST POW
EROHE 3
WI
DELI
NE EL-636.85LOW
EST POW
EROHE 3
WI
DELI
NE EL-640.11OH GUI
DE
WI
RELI
NE EL-667.10LOW
EST POW
EROHTL 4 UPLI
NE EL-666.62LOW
EST POW
EROHTL 4 UP BUFORD L. CANNONSS
S
LELA J. FLEMI
NGJ
OHNSON ESTATE WI
LLI
E SHELLELEVATI
ON-6
1
7.6
6
I
N GUY POLE SPI
KEBENCHMARK: RAI
LROAD O-
5
9
9.
7
6C)I-
5
9
9.
3
4B DROP)I-
6
0
2.
5
1B)I-
6
1
3.
0
3A DROP)I-
6
0
1.
9
9A)I-
6
0
6.
3
7SSMH RI
M-
6
1
5.
9
4
GUARDRAIL102"CMP
102"CMP
INV-604.44
INV-604.56
I
NV-
6
0
4.
9
2
I
NV-
6
0
4.
6
5
SISIO-
6
0
0.
1
2
I-
6
0
0.
1
9RIM-
6
0
8.
7
6
3
4
+3
6)STATI
ON
(PLAN SSMH PP2'C&GBARB WI
REPPPPGUY TOW
ER #21TRANSM
I
SSI
ONWIRE FENCEBARB WIRE FENCEWIRE FENCEFENCEWIRE BARB FENCEWIREO-
6
0
1.
8
9
I-
6
0
1.
9
3RIM-
6
1
0.
5
9SSMH
(2)
M
ETAL POST #50PARCEL#
5
6
2
1
0
1
8
5
5
2DEED (NO REFERENCE)
7
2"BI
RCHA)B)C)EDGE OF PAVEMENT3
0
"RC
P
1
5
"TER
3
0
"RC
P
1
5
"TER
3
0
"RCP
8"PVC8"TER30"RCP
30"RCP15"TER
15"TEREX. PAVED ROAD 50' PUBLIC RIGHT-OF-WAY PER GISPARCEL#
5
6
2
1
0
1
6
9
7
1DEED (NO REFERENCE)POLEHEADWALLPARCEL#
5
6
2
1
0
1
8
9
5
1DEED
4
3
3 /PG
7
7
1 C/EC/EC/EC/EC/EC/EC/EC/EC/EC/EC
/E
C
/E
C
/E
C
/E
C
/E
C
/E
C
/E
C
/E C/E43+00 44+0045+00
46+00
47+00
48+10
.10
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 1SHEET TITLE 2SHEET TITLE 3X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012604.91
INVERT =
POOL
604.44
INVERT =
POOL
603.61
INVERT =
POOLINV = 606.49PVI 43+94.33INV = 606.09INV = 606.13INV = 605.57INV = 605.51INV = 605.05INV = 605.01PVI 48+10.10INV = 604.51-1.18%
-1.04%
-0.68%
-0.34%ROCK XVANE @ STA. 46+27.11@ STA. 43+60.51HEAD OF RIFFLE@ STA. 44+61.06HEAD OF RIFFLE@ STA. 45+59.88HEAD OF RIFFLE@ STA. 46+62.31HEAD OF RIFFLEINV = 605.12EVANS ST. NW
102" CMP CULVERTS
EXISTING TWIN
GROUND
EXISTING@ STA. 42+90.00ROCK J-HOOKROCK J-HOOK @ 45+15.25604.07
INVERT =
POOL
GRADE
PROPOSED
LEFT AND RIGHT
TOP OF BANK
TSF
T
S
F
TSF
TSF
T
S
F
TSF
TSFTS
F
SB-31
SB-83
SB-29
SB-30
SB-80
SB-81 SB-82 EVANS ST NW1"=30'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
C1-7.DGNC1-7
OFFICER.
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
LIMIT (TYP.)
CLEARING
PROPOSED
(TYP.)
ROCK J-HOOK
PROPOSED PLAN & PROFILE (STA 42+75 TO 48+16)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)WOOD STRUCTURE
PROPOSED TOE
BLOCK (TYP.)
PROPOSED CHANNEL
CHANNEL (TYP.)
FILL EXISTING
VANE (TYP.)
ROCK CROSS
PROPOSED
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
PROFILE LEGEND
PROPOSED ALIGNMENT
EXISTING GRADE ALONG
PROPOSED GRADE
AND RIGHT
TOP OF BANK LEFT
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULLMATCHLINE STATI
ON 42+75 PLATE C1-630
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00
43+00 43+50 44+00 44+50 45+00 45+50 46+00 46+50 47+00 47+50 48+00 48+50 49+00
610
615
600
605
595
590
610
615
605
600
595
590590
618
PLATE C1-6MATCHLINE STATION 42+75 RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003ANSI D1"=120'C1-8.DGNGR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
120
O 60120 120 240
C-17
C-19
C-18
C-20
BENCHMARK #DESCRIPTION ELEVATION NORTHING EASTING
1,520,171.95630.94 614,726.45
617.66 611,532.24 1,521,031.88
BM #1022
BM #1023
C1-8
BOLT ON TRANSMISSION TOWER
RAIL ROAD SPIKE IN GUY POLE
(N: 614,713.76, E: 1,520,072.37)
STA 10+00.00
BEGINNING OF PROJECT
C-5
C-6
C-2
C-3
C-1
BM #1022
C-4
C-9
C-12
C-13
C-14
C-10
C-16
C-15
C-21
C-22
C-24
C-23
C-25
C-26
C-28
C-27
BM #1023
C-30
C-29
CONSTRUCTION STAKEOUT PLANSTREAM RESTORATIONSTRICKER BRANCH (SB-IN1)C-31
C-32
C-35
C-36
0+00
5+00
4+00
3+00 2+00
1+006+00
7+00
8+00
C-11
C-33
P.I. Sta 0+30.30
P.C. Sta 0+00.00
P.T. Sta 0+51.86
C-31
Delta = 74° 16' 43.88" (LT)
C-34
P.I. Sta 1+34.85
P.C. Sta 1+02.37
P.T. Sta 1+65.18
Delta = 35° 59' 05.68" (LT)
P.I. Sta 2+10.32
P.C. Sta 1+69.44
P.T. Sta 2+47.05
Delta = 44° 28' 06.70" (LT)
R = 100.00'
T = 40.87'
L = 77.61'
D = 57° 17' 44.81"
C-33
C-34
P.I. Sta 2+68.25
P.C. Sta 2+56.32
P.T. Sta 2+80.07
Delta = 13° 36' 30.61" (LT)
L = 23.75'
T = 11.93'
R = 100.00'
P.I. Sta 5+69.54
P.C. Sta 5+57.38
P.T. Sta 5+81.32
Delta = 24° 56' 09.86" (LT)
D = 104° 10' 26.92"
L = 23.93'
T = 12.16'
R = 55.00'
C-35
P.I. Sta 6+67.45
P.C. Sta 6+55.94
P.T. Sta 6+78.47
D = 28° 41' 06.67" (RT)
D = 127° 19' 26.24"
L = 22.52'
T = 11.50'
R = 45.00'
C-36
D = 143° 14' 22.02"
L = 51.85'
T = 30.29'
R = 40.00'
D = 57° 17' 44.81"
L = 62.80'
T = 32.47'
R = 100.00'
D = 57° 17' 44.81"
C-32
CURVE NUMBER NORTHING EASTING
1,519,992.13613,545.53
613,550.57 1,520,105.31
1,520,166.02613,598.92
613,660.54 1,520,173.59
C-31
C-32
C-34
1,520,142.95613,960.38
614,045.07 1,520,093.05
C-35
C-36
P.I. COORDINATE TABLE
C-33
C-7
C-8
CHANNEL CENTERLINE
( N: 611,545.46, E: 1,521,043.85)
STA 48+10.10
END OF PROJECT
PT STA 11+46.35
PC STA 11+04.24
PI STA 11+26.20
C-2
PT STA 12+31.91
PC STA 11+81.50
PI STA 12+08.63
C-3
PT STA 13+44.07
PC STA 12+86.73
PI STA 13+16.21
C-4
PT STA 16+22.45
PC STA 15+97.00
PI STA 16+10.01
C-5
PT STA 16+69.56
PC STA 16+40.76
PI STA 16+55.82
C-6
PT STA 18+20.27
PC STA 17+50.56
PI STA 17+92.43
C-7
PT STA 19+25.26
PC STA 18+40.02
PI STA 18+97.21
C-8
PT STA 20+22.30
PC STA 19+67.39
PI STA 20+00.16
C-9
PT STA 21+82.08
PC STA 20+82.37
PI STA 21+42.80
C-10
PT STA 22+64.46
PC STA 22+07.97
PI STA 22+42.08
C-11
PT STA 24+25.32
PC STA 23+30.82
PI STA 23+91.07
C-12
PT STA 26+54.25
PC STA 25+66.40
PI STA 26+20.32
C-14
PT STA 27+79.28
PC STA 27+09.40
PI STA 27+48.91
C-15
PT STA 29+45.58
PC STA 28+80.63
PI STA 29+18.60
C-16
PT STA 31+08.40
PC STA 30+17.70
PI STA 30+81.62
C-17
PT STA 32+58.92
PC STA 31+59.80
PI STA 32+24.88
C-18
PT STA 33+93.86
PC STA 33+18.63
PI STA 33+65.43
C-19
PT STA 35+22.13
PC STA 34+43.50
PI STA 34+93.59
C-20
PT STA 36+22.24
PC STA 35+56.36
PI STA 35+96.79
C-21
PT STA 37+49.90
PC STA 37+08.72
PI STA 37+31.35
C-22
PT STA 38+70.11
PC STA 38+26.96
PI STA 38+49.52
C-23
PT STA 39+99.52
PC STA 39+32.73
PI STA 39+70.06
C-24
PT STA 42+39.08
PC STA 41+61.43
PI STA 42+06.77
C-26
PT STA 43+60.51
PC STA 42+54.84
PI STA 43+16.99
C-27
PT STA 44+61.06
PC STA 43+94.33
PI STA 44+33.72
C-28
PT STA 45+59.88
PC STA 45+15.25
PI STA 45+37.94
C-29
PT STA 46+62.31
PC STA 46+27.11
PI STA 46+44.74
C-30
R = 50.00'
T = 63.92'
L = 90.70'
R = 55.00'
T = 27.13'
L = 50.41'
R = 100.00'
T = 17.77'
L = 35.16'
R = 60.00'
T = 21.96'
L = 42.10'
R = 100.00'
T = 29.48'
L = 57.34'
R = 50.00'
T = 13.01'
L = 25.45'
R = 40.00'
T = 15.05'
L = 28.80'
R = 50.00'
T = 41.87'
L = 69.71'
R = 50.00'
T = 57.19'
L = 85.24'
R = 40.00'
T = 32.77'
L = 54.91'
R = 70.00'
T = 60.44'
L = 99.71'
R = 40.00'
T = 34.11'
L = 56.49'
R = 60.00'
T = 60.25'
L = 94.50'
R = 50.00'
T = 37.97'
L = 64.96'
R = 70.00'
T = 57.85'
L = 96.69'
R = 60.00'
T = 53.92'
L = 87.85'
R = 60.00'
T = 39.51'
L = 69.88'
R = 60.00'
T = 65.08'
L = 99.12'
R = 50.00'
T = 46.80'
L = 75.23'
R = 50.00'
T = 50.09'
L = 78.63'
R = 45.00'
T = 40.43'
L = 65.88'
R = 40.00'
T = 22.63'
L = 41.19'
R = 60.00'
T = 22.55'
L = 43.15'
R = 60.00'
T = 37.34'
L = 66.80'
R = 70.00'
T = 42.98'
L = 77.08'
R = 60.00'
T = 45.34'
L = 77.65'
R = 80.00'
T = 62.15'
L = 105.67'
R = 50.00'
T = 39.39'
L = 66.72'
R = 100.00'
T = 22.69'
L = 44.63'
R = 250.00'
T = 17.63'
L = 35.20'
PT STA 10+72.73
PC STA 10+37.56
PI STA 10+55.33
C-1
PT STA 25+50.20
PC STA 24+53.51
PI STA 25+11.36
C-13
PT STA 41+36.75
PC STA 40+59.66
PI STA 41+02.64
C-25
C-15
C-14
C-13
C-12
C-11
C-10
C-9
C-8
C-7
C-6
C-5
C-4
C-3
C-2
C-1
CURVE NUMBER
27+48.91
26+20.32
25+11.36
23+91.07
22+42.08
21+42.80
20+00.16
18+97.21
17+92.43
16+55.82
16+10.01
13+16.21
12+08.63
11+26.20
10+55.33
STATION
C-30
C-29
C-28
C-27
C-26
C-25
C-24
C-23
C-22
C-21
C-20
C-19
C-18
C-17
C-16
CURVE NUMBER
46+44.74
45+37.94
44+33.72
43+16.99
42+06.77
41+02.64
39+70.06
38+49.52
37+31.35
35+96.79
34+93.59
33+65.43
32+24.88
30+81.62
29+18.60
STATION
1,520,356.211
1,520,230.210
1,520,286.102
1,520,168.883
1,520,265.594
1,520,182.049
1,520,275.768
1,520,189.167
1,520,288.475
1,520,234.196
1,520,248.585
1,520,189.626
1,520,111.117
1,520,122.445
1,520,084.190
EASTING
611,678.927
611,755.929
611,795.989
611,930.447
611,974.474
612,087.029
612,161.432
612,283.317
612,382.926
612,519.994
612,581.784
612,708.943
612,803.854
612,945.554
613,017.174
NORTHING
1,520,946.124
1,520,871.037
1,520,761.883
1,520,777.473
1,520,662.363
1,520,672.377
1,520,553.256
1,520,565.581
1,520,494.721
1,520,554.508
1,520,446.136
1,520,518.937
1,520,375.979
1,520,487.632
1,520,329.044
EASTING
613,193.932
613,272.676
613,387.795
613,475.337
613,603.702
613,690.460
613,811.744
613,911.488
613,976.700
614,103.494
614,147.583
614,437.048
614,516.131
614,599.612
614,659.711
NORTHING
P.I. COORDINATE TABLE P.I. COORDINATE TABLE
10+00 11+00
12+00
13+00 14+00 15+00 16+00
17+00 18+00
19+00 20+0021+00 22+00
23+00
24+00
25+00
26+00
27+00 28+0029+00
3 0 +0 0
31+00
32+0033+00 34+00
35+00
36+00
37+00 38+00 39+0040+0041+00
42+00
43+00
44+0045+0046+00
47+00
48+00
CONSTRUCTION STAKEOUT PLAN
STABILIZED ACCES ROAD
STORMWATER WETLAND BMP SB-1
STREAM RESTORATION SB-IN1
STRICKER BRANCH
STRICKER BRANCH STREAM RESTORATION SB-IN1
STABILIZED ACCES ROAD
STORMWATER WETLAND BMP SB-1
STRICKER BRANCH
ROAD CENTERLINE
STABILIZED ACCESS
628
630 630
638640642PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PLPLPLPLPLPLPLPLPLPL PLPLPLPLPLPLPLPL100-YR FLOODPLAIN
100-YR
FLOODPLAIN
100-YR
FLOODPLAIN
100
-YR
FLOODPLA
IN
626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628628627
623.5624625626626.5622
621622619621621619619621622621619622623U.S. HIGHWAY 29/ 601 NORTHGR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
30
O 1530 30 60 C1-9.DGNANSI DCC102-02-42C1-9
STREAM PLANTING LEGEND
(DISTURBED AREAS OUTSIDE OF ZONES 1-3)
ZONE PM: PERMANENT MANAGED VEGETATION
(WITHIN UTILITY EASEMENT BOUNDARY)
ZONE #3: UTILITY EASEMENT
MANAGED VEGETATION WITHIN CLEARING LIMIT)
(BETWEEN BANKFULL BENCH AND PERMANENT
ZONE #2: BANKFULL BENCH/RIPARIAN BUFFER
(BETWEEN EDGE OF WATER AND BANKFULL BENCH)
ZONE #1: STREAM BANK
SEE PLATE D-5 FOR ADDITIONAL INFORMATION
SB-1 PLANTING PLAN
SEE PLATE C2-9 FOR MATCHLINE STATION 17+28 PLATE C1-10PLANTING PLAN (STA 10+00 TO 17+28)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)TOP OF BANK (TYP.)
PROPOSED BANKFULL/
RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
LINE (TYP.)
CLEARING LIMIT
NOT FOR CONSTRUCTION 1" = 30'10+00
11+00
12+00
13+00 14+00
15+00
16+00
17+00
620621621
621622622622622
622
623
623
623623623
623623624
624
624
624
624
624624624624624625625625625625625 625625
625
625
626 626626626
626626626626627
627 627
627628
628TSF
TSF
TSF
TSFTSF
TSF
TSF
TSF
TSF
TSF
SB-1
SB-32
SB-34
SB-2
SB-33
SB-35
SB-36
SB-37
SB-38
SB-39
SB-40
SB-41 SB-42
SB-43
SB-44
SB-45
SB-46
SB-47
SB-48
SB-49
SB-50
SB-3
SB-5
SB-4
SB-6
SB-84
SB-85
SB-86
SB-87
SB-88 SB-89
LINE EL-654.00
LOWEST POWER
U.S. HIGHWAY 29/ 601 NORTHLOWES CONCORD LLC
LINE EL-657.50
LOWEST POWER
OHE 3 UP
LINE EL-668.13
LOWEST POWER
OHE 3 WIDE
LINE EL-654.89
LOWEST POWER
OHE 3 UP
LINE EL-655.36
LOWEST POWER
OHE 4 UPS
H
Y DS
CONCORD PKWY NGRAHAM CONSTRUCTION
COMPANY
LEONARD L. & WIFE,
TERRI F. FRYE
GENERAL UTILITY
COMPANY INC
ELEVATION-630.94.
TRANSMISSION TOWER
BENCHMARK: BOLT ON
CONC
. RETAIN
ING
WALL
CONC. HEADWALL
TOWER
O-618.56
I-619.49
RIM-629.87
(PLAN STA: 68+30)
SSMH
PP
PP
PP
PP GUARDRAILEDGE OF PAVEMENTTRANSMISSION
INV-624.06
INV-623.98
PARCEL# 5621041653
DEED 2313/PG 294
TRACT 5, PLAT BOOK 33 /PG 18
PARCEL# 5621040533
DEED 5485 /PG 123
TRACT 4, PLAT BOOK 33 /PG 18
PARCEL# 5621043351
DEED 05291 /PG 089
PARCEL# 5621043191
DEED 01211 /PG 348
6'x5' CULVERT
6'x5' CULVERT
TOP 30"RCP
TOWER #17
TRANSMISSION
PP
PP
42"CMPCONCRETE
(2)METAL POST
PP
O-616.39
I-616.84
RIM-626.99
(PLAN STA: 64+55)
SSMH
CONC. HEADWALL
SILT FENCE
ELEV-622.74
BOREHOLE #3
CONC. APRON
B
LO
CK

R
E
TA
IN
ING
W
A
L
L
ELEV-626.02
BOREHOLE #2
ELEV-628.80
BOREHOLE #1 SI
LT FENCEC
H
A
IN

L
IN
K

F
E
N
C
E
FENCE
CHA
IN
LINK
3"OAK 15"RCPINV-628.04
CLEAN-OUT
LP
HEDGE ROWHEDGE
ROW
O-628.91
GR-642.63
EXIST CB
36"CMPO-627.02
I-632.49
GR-640.89
EXIST CB
RIP-RAP
RIP-RAP
4"OAK
5"OAK
FLUMECONC.SI
LT FENCEINV-626.48
30"RCP
30"RCP
15"TER.
30"RCP
EDGE OF PAVMENTCROSSING BRANCH40' R/W2
' CURB
& GUTTER
ASPHALT
PARK
ING100' RIGHT-OF-WAY40' R/W100' RIGHT-OF-WAYDOUBLE BOX CULVERT 120' PUBLIC RIGHT-OF-WAY PLAT BOOK 33 /PG 18 EX. PAVED ROADAREA
ERODED & WASHED OUT RIP RAPXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
E
X
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
EX
E XEXEXEXEXEXEXEXEXEXEXEX
EX
EX
EX
E
X
EX
EX
EX
E
X
EX
EX
EX
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
X
EX
EX
EX
EX
EX
EX
EX
EX
EX
E
XE
XE
XE
XE
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
X
E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
HEADWALL
LINE EL-656.22
LOWEST POWER
OHE 3 WIDE
LINE EL-658.53
LOWEST POWER
OHE 3 WIDE
CROSSING CREEK
TOP EXPOSED 15"TER
CROSSING CREEK
TOP EXPOSED 15"TER 618618619619
6206206206
2
0
621621621
622622622
623623623
624
6
2
4
624
624625625625625626626
626627
627
628
628629629
630630631631632632633633634634635635636636639639640640641641642643644 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
620620
622
624
624626
626628634PL
PL
PLPLPL
PLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
30 C1-10 C1-10.DGNSTREAM PLANTING LEGEND
(DISTURBED AREAS OUTSIDE OF ZONES 1-3)
ZONE PM: PERMANENT MANAGED VEGETATION
(WITHIN UTILITY EASEMENT BOUNDARY)
ZONE #3: UTILITY EASEMENT
MANAGED VEGETATION WITHIN CLEARING LIMIT)
(BETWEEN BANKFULL BENCH AND PERMANENT
ZONE #2: BANKFULL BENCH/RIPARIAN BUFFER
(BETWEEN EDGE OF WATER AND BANKFULL BENCH)
ZONE #1: STREAM BANK
SEE PLATE D-5 FOR ADDITIONAL INFORMATION
FOR SB-1 PLANTING PLAN
SEE PLATE C2-9 AND C2-10
FOR SB-1 PLANTING PLAN
SEE PLATE C2-9 AND C2-10MATCHLINE STATI
ON
1
7
+2
8
P
LATE C1
-
9 MATCHLINE STATION 25+70 PLATE C1-11PLANTING PLAN (STA 17+28 TO 25+70)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
TOP OF BANK (TYP.)
PROPOSED BANKFULL/
LINE (TYP.)
CLEARING LIMIT
SEE INSET "A" PLATE C1-32
1" = 30'17+00
18
+00
19+00
20+00
21+0022+00
23+00
24+00
25+00
26+00
6136146146
1
4
614615
6156156156
1
5
616
616
616
616
616
616616616616616617617
617
617
617617617
6176176176176186
18
618
6
1
8
6 1 8
618618618618618619619619619619
619
619
619619
6206206206206206
2
0
620 620620
621
621
621
621621622622
TSF
TSF
TSF
TSF
TSF TSFTSF
TSF
TSF
TSFTS
F
TSFTSF
TSF
TSF
TSFSB-10
SB-11
SB-12
SB-50 SB-51
SB-52
SB-53
SB-54
SB-55
SB-56
SB-57
SB-69
SB-70
SB-71
SB-7
SB-8
SB-9
SB-92
SB-91
SB-90
SB-106
8 "DI PBOARD OF LIGHT &WATER COMMISSONLINE EL-668.13LOWEST POWEROHE 3 WIDE
LINE EL-654.89LOWEST POWEROHE 3 UP SSSSLEONARD L. & W IFE,
TERRI F. FRYE
CAROLINA EMERALD LLC
A DE LLC
ELEVATION-618.70.IN 19" GUM TREESPIKEBENCHMARK: RAILROAD
PARCEL# 5621043191
DEED 01211 /PG 348
PP
O-612.26B)I-614.22A)I-612.45RIM-620.78(PLAN STA: 55+30.5)
SSMH
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630TOWER #17.5
TRANSMISSION
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
O-619.16I-619.25RIM-626.15SSMH
PP
PP
PP
GW
PP
SILT FENCE
RIP-RAP
CONC. HEADWALL
SILT FENCE
ELEV-622.74BOREHOLE #3 15"CMPINV-623.77
CONC. APRON
BLOCK RETAINING WALL
PP
PP
PP
PP
A)
B)8"DI
P8"DIP30"RCP15"TER 30"RCP
30"RCP
30"RCP
15"TER
A)
B)24"DIPA)
B)
15"TER
15"TER 40' R/W2' CURB & GUTTER 100' RIGHT-OF-WAYPARCEL# 5611936791DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18 40'80'40'200'XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
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614
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US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
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US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
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WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
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DEED 05291 /PG 089
PARCEL# 5621043191
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6'x5' CULVERT
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BOREHOLE #3
CONC. APRON
B
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ELEV-626.02
BOREHOLE #2
ELEV-628.80
BOREHOLE #1 SI
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3"OAK 15"RCPINV-628.04
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O-628.91
GR-642.63
EXIST CB
36"CMPO-627.02
I-632.49
GR-640.89
EXIST CB
RIP-RAP
RIP-RAP
4"OAK
5"OAK
FLUMECONC.SI
LT FENCEINV-626.48
30"RCP
30"RCP
15"TER.
30"RCP
EDGE OF PAVMENTCROSSING BRANCH40' R/W2
' CURB
& GUTTER
ASPHALT
PARK
ING100' RIGHT-OF-WAY40' R/W100' RIGHT-OF-WAYDOUBLE BOX CULVERT 120' PUBLIC RIGHT-OF-WAY PLAT BOOK 33 /PG 18 EX. PAVED ROADAREA
ERODED & WASHED OUT RIP RAPXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEXEX
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C/E
C/E
HEADWALL
LINE EL-656.22
LOWEST POWER
OHE 3 WIDE
LINE EL-658.53
LOWEST POWER
OHE 3 WIDE
CROSSING CREEK
TOP EXPOSED 15"TER
CROSSING CREEK
TOP EXPOSED 15"TER 618618619619
6206206206
2
0
621621621
622622622
623623623
624
6
2
4
624
624625625625625626626
626627
627
628
628629629
630630631631632632633633634634635635636636639639640640641641642643644626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628628627
623.5624625626626.5622
621622619621621619619621622621619622623628
630 630
638640642100-YR FLOODPLAIN
100-YR
FLOODPLAIN
100-YR
FLOODPLAIN
100
-YR
FLOODPLA
IN
PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL PL PL PLPLPLPLPLPLPLPLPLPL PLPLPLPLPLPLPLPL
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003U.S. HIGHWAY 29/ 601 NORTHCC102-02-42C1-14 C1-14.DGNSECTION 1
SECTION 2
DIVERSION PUMP
MATCHLINE STATION 17+28 PLATE C1-15PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 10+70 TO STATION 13+20.
SECTION 1 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 13+90 TO STATION 17+00.
SECTION 2 CONSTRUCTION
LINE (TYP)
CLEARING LIMIT
STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)EROSION & SEDIMENT CONTROL PLANSTA 10+00 TO 17+28TO EXISTING GROUND.
DRY ENOUGH TO ACHIEVE COMPACTION EQUAL
DE- WATER EXISTING CHANNEL AND ALLOW TO
TO DIVERT FLOW INTO NEW CHANNEL.
CONSTRUCTION IS COMPLETED AND STABILIZED
PROPOSED STREAM SECTION 1 CHANNEL SEGMENT
INSTALL PROPOSED "CHANNEL BLOCK" AFTER
GR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
30
O 1530 30 60
CONTRACTING OFFICER.
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
10. CONSTRUCTION SEQUENCE NUMBERS 3-10 SHALL BE REPEATED EACH WORK DAY.
AREAS AS APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. REMOVE BYPASS AND DE WATERING PUMPS, REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON PLATE D-5.
AS SHOWN IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH THE MANUFACTURER'S
TOP SOIL, COIR FIBER MATTING, AND SEEDING. COIR FIBER MATTING SHALL BE INSTALLED
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING

A DEWATERING BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL SHOWN ON PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
7. DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
LOCATION.
TEMPORARY ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE
OF THE DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL
DIKE AS SHOWN IN THE DETAIL SHOWN ON PLATE EC-5. PUMP THE CLEAN WATER DOWNSTREAM
6. BEGIN BY-PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE
THAT CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY.
5 . THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM
UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
4. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE
FROM THE CONTRACTING OFFICER.
MAY BE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62.1) AROUND
AND CHECK DAMS AS REQUIRED.
ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
2. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ACCESS
WORK.
1. INSTALL ALL TEMPORARY CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION
EROSION CONTROL CONSTRUCTION SEQUENCE
NOT FOR CONSTRUCTION
THIS WORK WITHOUT ADDITIONAL ACCESS AREAS.
BOTH DIRECTIONS). THE CONTRACTOR SHALL ACCOMPLISH
DOWNSTREAM ENDS OF THE PROJECT ( APPROX. 500 FEET IN
CROSSING TO HAUL FILL MATERIAL TO THE UPSTREAM AND
D-2. THE CONTRACTOR SHALL USE THE TEMPORARY STREAM
AREA TO BACKFILL THE OLD STREAM. SEE DETAIL PLATE
ACCESS TO HAUL BACKFILL TO AND FROM THE STOCKPILE
STREAM CROSSING OVER THE NEW STREAM TO PROVIDE
THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
TEMPORARY STAGING/STOCKPILE AREA IS APPROVED. BY THE STATE.
WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE
AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION
TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE CONTRACTING OFFICER
SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR
THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE EROSION AND
NOTE TEMPORARY STAGING/STOCKPILE AREA (E & S PLANS) :
REWORKED BY THE END OF THE WEEK
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE
ACTIVELY BEING DIVERTED
5. NO CLEARING AND GRUBBING CAN OCCUR ON STREAM BANKS THAT ARE NOT
STREAM DIVERTED THROUGH IT .
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
COMPLETELY STABILIZED.
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
AREAS. IF WORK AREA CANNOT BE STABILIZED BY THE END OF THE DAY THEN
THE END OF THE DAY WITH SEED AND MATTING COVERING ALL DISTURBED
3. ALL GRADING IN THE PUMP AROUND AREA MUST BE COMPLETED BY
BENCHING OF THE BANKS.
2. ALL WORK SHALL BE CONDUCTED IN THE DRY INCLUDING THE
1. SEE GENERAL NOTES 3 THROUGH 8 PLATE C-14.
EROSION AND SEDIMENT CONTROL NOTES:
SILT FENCE (TYP)
PROPOSED TEMPORARY
SEDIMENT CONTROL PLAN FOR SB-1
SEE PLATE C2-9 FOR EROSION AND
TEMPORARY DIKE
1" = 30'
8"DI PBOARD OF LIGHT &WATER COMMISSONLINE EL-668.13LOWEST POWEROHE 3 WIDE
LINE EL-654.89LOWEST POWEROHE 3 UP SSSSLEONARD L. & W IFE,
TERRI F. FRYE
CAROLINA EMERALD LLC
A DE LLC
ELEVATION-618.70.IN 19" GUM TREESPIKEBENCHMARK: RAILROAD
PARCEL# 5621043191
DEED 01211 /PG 348
PP
O-612.26B)I-614.22A)I-612.45RIM-620.78(PLAN STA: 55+30.5)
SSMH
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630TOWER #17.5
TRANSMISSION
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
O-619.16I-619.25RIM-626.15SSMH
PP
PP
PP
GW
PP
SILT FENCE
RIP-RAP
SILT FENCE
ELEV-622.74BOREHOLE #3 15"CMPINV-623.77
BLOCK RETAINING WALL
CHAIN LINK FENCE
PP
O-624.13I-640.05TOP-644.98
DI
PP PP
PP
A)
B)8"DI
P8"DIP30"RCP15"TER 30"RCP
30"RCP
30"RCP
15"TER
A)
B)24"DIPA)
B)
15"TER
15"TER 40' R/W2' CURB & GUTTER
ASPHALT PARKING 100' RIGHT-OF-WAYPARCEL# 5611936791DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18 40'80'40'200'XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XEXEXEXEXEXEXE
XE
XE XEXEXEXE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E C/E
C/E
C/E
C/E
LINE EL-648.77LOWEST POWEROHE 3 UP
614
6146
1
5 615616
616616617617617
617
618
6
1
8 618619619 619620620620 620621622623625627630635636637638640645620628646620620
622622
624
624626
626628630630632634636640642644646
648PL
PL
PLPLPL
PLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL
PL
PLPLPLPLPLTSF
TSF
TSF
TSF
TSF TSFTSF
TSF
TSF
TSFT
S
F
TSFTSF
TSF
TSF
TSFTSFSB-10
SB-11
SB-12
SB-50 SB-51
SB-52
SB-53
SB-54
SB-62
SB-55
SB-56
SB-57
SB-58
SB-59
SB-60
SB-61
SB-63
SB-64
SB-65
SB-66
SB-67
SB-68
SB-69
SB-70
SB-71
SB-7
SB-8
SB-9
SB-93
SB-92
SB-91
SB-90
SB-94
SB-106
C2-7
E
I'
C2-8
624
623619621 622
621
3:1
621
622
623
624
623
622
626628630
632634636638640642632
634
636
638
640
642
644646 6366346326306286266246226215+000+00617
E 1,519,982.63
N 613,574.30
17+00
18
+00
19+00
20+00
21+0022+00
23+00
24+00
25+00
26+00PI 17+92.43PI 18+97.21PI 20+00.16PI 21+42.80PI 22+42.08PI 23+91.07PI 25+11.36PC 17+50.56PC 18+40.02
PC 19+67.39PC 20+82.37PC 22+07.97PC 23+30.82PC 24+53.51PC 25+66.40PT 18+20.27
PT 19+25.26PT 20+22.30PT 21+82.08PT 22+64.46PT 24+25.32PT 25+50.20PT 26+54.256136146146
1
4
6
146156156156156
1
5
616
616
616
616
616
616616616616616617617
617
617
617617617
617617617617618618
618
6
1
8
6 1 8
618618618618618619619619619619
619
619
619619
6206206206206206
2
0
620 620620
621
621
621
621621622622
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
C1-15 C1-15.DGNSTREAM RESTORATIONSTRICKER BRANCH (SB-IN1)EROSION & SEDIMENT CONTROL PLANDEWATERING PUMP
SECTION 3
SECTION 4
DIVERSION PUMP
TEMPORARY DIKE
SEDIMENT CONTROL PLAN FOR SB-1
SEE PLATE C2-9 AND C2-10 FOR EROSION AND MATCHLI
NE STATI
ON
1
7
+2
8
P
LATE C1
-
1
4 MATCHLINE STATION 25+70 PLATE C1-16STA 17+28 TO 25+70TEMPORARY DIKE
SECTION 5
DEWATERING BAG
O 1530 30 60
30
CONTRACTING OFFICER.
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
10. CONSTRUCTION SEQUENCE NUMBERS 3-10 SHALL BE REPEATED EACH WORK DAY.
AREAS AS APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. REMOVE BYPASS AND DE WATERING PUMPS, REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON PLATE D-5.
AS SHOWN IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH THE MANUFACTURER'S
TOP SOIL, COIR FIBER MATTING, AND SEEDING. COIR FIBER MATTING SHALL BE INSTALLED
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING

A DEWATERING BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL SHOWN ON PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
7. DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
LOCATION.
TEMPORARY ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE
OF THE DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL
DIKE AS SHOWN IN THE DETAIL SHOWN ON PLATE EC-5. PUMP THE CLEAN WATER DOWNSTREAM
6. BEGIN BY-PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE
THAT CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY.
5 . THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM
UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
4. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE
FROM THE CONTRACTING OFFICER.
MAY BE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62.1) AROUND
AND CHECK DAMS AS REQUIRED.
ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
2. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ACCESS
WORK.
1. INSTALL ALL TEMPORARY CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION
EROSION CONTROL CONSTRUCTION SEQUENCE
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 19+35 TO STATION 20+50.
SECTION 3 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 21+00 TO STATION 21+75.
SECTION 4 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 23+15 TO STATION 24+40.
SECTION 5 CONSTRUCTION
THIS WORK WITHOUT ADDITIONAL ACCESS AREAS.
BOTH DIRECTIONS). THE CONTRACTOR SHALL ACCOMPLISH
DOWNSTREAM ENDS OF THE PROJECT ( APPROX. 500 FEET IN
CROSSING TO HAUL FILL MATERIAL TO THE UPSTREAM AND
D-2. THE CONTRACTOR SHALL USE THE TEMPORARY STREAM
AREA TO BACKFILL THE OLD STREAM. SEE DETAIL PLATE
ACCESS TO HAUL BACKFILL TO AND FROM THE STOCKPILE
STREAM CROSSING OVER THE NEW STREAM TO PROVIDE
THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
TEMPORARY STAGING/STOCKPILE AREA IS APPROVED BY THE STATE.
WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE
AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION
TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE CONTRACTING OFFICER
SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR
THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE EROSION AND
NOTE TEMPORARY STAGING/STOCKPILE AREA (E & S PLANS) :
REWORKED BY THE END OF THE WEEK
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE
ACTIVELY BEING DIVERTED
5. NO CLEARING AND GRUBBING CAN OCCUR ON STREAM BANKS THAT ARE NOT
STREAM DIVERTED THROUGH IT .
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
COMPLETELY STABILIZED.
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
AREAS. IF WORK AREA CANNOT BE STABILIZED BY THE END OF THE DAY THEN
THE END OF THE DAY WITH SEED AND MATTING COVERING ALL DISTURBED
3. ALL GRADING IN THE PUMP AROUND AREA MUST BE COMPLETED BY
BENCHING OF THE BANKS.
2. ALL WORK SHALL BE CONDUCTED IN THE DRY INCLUDING THE
1. SEE GENERAL NOTES 3 THROUGH 8 PLATE C-14.
EROSION AND SEDIMENT CONTROL NOTES:
CONSTRUCTION ENTRANCE
PROPOSED TEMPORARY
SB-99
SB-107
PAVED ROAD
SEE INSET "A" PLATE C1-32
ENTRANCE LOCATION
TEMPORARY CONSTRUCTION
DETAIL
ROAD
DIRT
LINE (TYP)
CLEARING LIMIT
SILT FENCE (TYP)
PROPOSED TEMPORARY
1" = 30'
SHOE SHOW INC SSSSSSSBAPTIST CHURCH
LIBERTY PRIMITIVE
ELEVATION-618.70.
IN 19" GUM TREE
SPIKE
BENCHMARK: RAILROAD
O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
STATION
(PLAN
SSMH
O-607.52
I-608.17
RIM-616.44
(PLAN STA: 48+80.1)
SSMH
O-609.03
I-609.25
RIM-619.13
SSMH
15" EXPOSED DIP
PARCEL# 5621022756
DEED 780 /PG 210
PARCEL# 5611937204
DEED 7726 /PG 210
ELEV-614.24
BOREHOLE #4
30"RCP
O-606.81
B)I-606.83
A)I-610.50
RIM-616.74
47+22.8)
(PLAN STA:
SSMH
A)
B)8"TER8"TER30"RCP
30"RCP
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3
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15
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3
0
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30
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30
"RCP 6"DIP6"DIPA)
B)40' R/W19"GUM
CROSSING CREEK
X
E
X
EX
E
X
EX
E
X
EX
E
X
EX
E
X
EX
E
X
EX
E
X
E
X
E
X
E
X
E
X
E
X
EX
E
X
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X
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EX
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X
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X
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C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
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C/E
C/E
C/E
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A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003GR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
C1-16.DGNC1-16STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)EROSION & SEDIMENT CONTROL PLANDEWATERING PUMP
TEMPORARY DIKE
DIVERSION PUMP
TEMPORARY DIKE
SECTION 8 CONSTRUCTION
TEMPORARY DIKE
DEWATERING PUMP
TEMPORARY DIKE
TEMPORARY DIKE
DEWATERING PUMP
DIVERSION PUMP
(STA 25+70 TO 34+25)MAT CHL IN E S T AT IO N 2 5 +7 0 P L AT E C1 -1 5
MATCHLINE STATION 34+25 PLATE C1-17
SILT FENCE (TYP)
PROPOSED TEMPORARY
LINE (TYP.)
CLEARING LIMIT
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 26+90 TO STATION 28+05.
SECTION 6 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 30+00 TO STATION 31+00.
SECTION 7 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 31+70 TO STATION 32+25.
SECTION 8 CONSTRUCTION
SECTION 6
SECTION 7
DEWATERING BAG
DEWATERING BAG
DEWATERING BAG
O 1530 30 60
30
CONTRACTING OFFICER.
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
10. CONSTRUCTION SEQUENCE NUMBERS 3-10 SHALL BE REPEATED EACH WORK DAY.
AREAS AS APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. REMOVE BYPASS AND DE WATERING PUMPS, REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON PLATE D-5.
AS SHOWN IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH THE MANUFACTURER'S
TOP SOIL, COIR FIBER MATTING, AND SEEDING. COIR FIBER MATTING SHALL BE INSTALLED
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING

A DEWATERING BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL SHOWN ON PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
7. DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
LOCATION.
TEMPORARY ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE
OF THE DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL
DIKE AS SHOWN IN THE DETAIL SHOWN ON PLATE EC-5. PUMP THE CLEAN WATER DOWNSTREAM
6. BEGIN BY-PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE
THAT CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY.
5 . THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM
UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
4. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE
FROM THE CONTRACTING OFFICER.
MAY BE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62.1) AROUND
AND CHECK DAMS AS REQUIRED.
ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
2. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ACCESS
WORK.
1. INSTALL ALL TEMPORARY CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION
EROSION CONTROL CONSTRUCTION SEQUENCE
NOT FOR CONSTRUCTION
THIS WORK WITHOUT ADDITIONAL ACCESS AREAS.
BOTH DIRECTIONS). THE CONTRACTOR SHALL ACCOMPLISH
DOWNSTREAM ENDS OF THE PROJECT ( APPROX. 500 FEET IN
CROSSING TO HAUL FILL MATERIAL TO THE UPSTREAM AND
EC-3. THE CONTRACTOR SHALL USE THE TEMPORARY STREAM
AREA TO BACKFILL THE OLD STREAM. SEE DETAIL PLATE
ACCESS TO HAUL BACKFILL TO AND FROM THE STOCKPILE
STREAM CROSSING OVER THE NEW STREAM TO PROVIDE
THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
TEMPORARY STAGING/STOCKPILE AREA IS APPROVED BY THE STATE.
WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE
AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION
TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE CONTRACTING OFFICER
SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR
THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE EROSION AND
NOTE TEMPORARY STAGING/STOCKPILE AREA (E & S PLANS) :
REWORKED BY THE END OF THE WEEK
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE
ACTIVELY BEING DIVERTED
5. NO CLEARING AND GRUBBING CAN OCCUR ON STREAM BANKS THAT ARE NOT
STREAM DIVERTED THROUGH IT .
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
COMPLETELY STABILIZED.
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
AREAS. IF WORK AREA CANNOT BE STABILIZED BY THE END OF THE DAY THEN
THE END OF THE DAY WITH SEED AND MATTING COVERING ALL DISTURBED
3. ALL GRADING IN THE PUMP AROUND AREA MUST BE COMPLETED BY
BENCHING OF THE BANKS.
2. ALL WORK SHALL BE CONDUCTED IN THE DRY INCLUDING THE
1. SEE GENERAL NOTES 3 THROUGH 8 PLATE C-14.
EROSION AND SEDIMENT CONTROL NOTES:1" = 30'
LINE EL-636.85
LOWEST POWER
OHE 3 WIDE
LELA J. FLEMING
PARCEL# 5621027393LELA J. MILLSDEED (NO REFERENCE)SSSHY
SPARCEL# 5621024361SUE M. TROUTMAN ESTATE DEED
(NO REFERENCE)
BAPTIST CHURCH
LIBERTY PRIMITIVE
ESTATE DEED
SUE M. TROUTMAN
JOHNSON ESTATE
WILLIE SHELL
O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
STATION
(PLAN
SSMH
O-610.85
I-611.27
RIM-616.87
SSMH
FH
TOWER #20
TRANSMISSION
PP
PARCEL# 5621018951
DEED 433 /PG 771
PARCEL# 5621016971
DEED (NO REFERENCE)
PARCEL# 5621024361
(NO REFERENCE)
PARCEL# 5621022756
DEED 780 /PG 210
O-603.57
I-603.99
RIM-612.37
42+38.2)
STATION
(PLAN
SSMH
O-606.81
B)I-606.83
A)I-610.50
RIM-616.74
47+22.8)
(PLAN STA:
SSMH
A)
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C
P
15"T
E
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C
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3
0
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C
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C
P
30
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C
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E
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30"RCP
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XE
XE
X
E
X
E
X
E
XE
X
E XE
XE
X
E
X
E XE
XE
XE
XE
XE
XE
XE
X
E
X
E
X
E
X
E
X
E
X
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XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
X
E
X
E
X
E
X
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X
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X
E
X
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X
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X
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XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
X
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X
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X
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X
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X
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X
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X
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C
/E C/E
C/E
C
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C
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C/E
C
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C
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C/E
C/E
C/E
C/E
C/E
C
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C
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C
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C/E
C
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C
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C/E
C/E
C/E
C/E
C/E
C/E
C
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C
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C
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D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003GR
ID
NOR
TH
NAD

8
3
-0
7
( IN FEET )
GRAPHIC SCALE C1-17.DGNC1-17STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)EROSION & SEDIMENT CONTROL PLANDIVERSION PUMP
TEMPORARY DIKE
MATCHLINE STATION 34+25 PLATE C1-16 MA
T
C
H
LI
N
E S
T
A
TI
O
N 42+75 P
L
A
T
E C1-18
(STA 34+25 TO 42+75)PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 34+00 TO STATION 35+70.
SECTION 9 CONSTRUCTION
PREVENT LOSS OF MATERIAL.
EXISTING CHANNEL. INSTALL SILT FENCE AROUND STOCKPILE TO
CHANNEL. STOCKPILE IN REASONABLE LOCATION FOR BACKFILL OF
EXCAVATION SHOULD BE NO CLOSER THAN 15 FEET FROM EXISTING
EXCAVATE NEW CHANNEL FROM STA. 36+50 TO STATION 38+10.
SECTION 10 CONSTRUCTION
SECTION 9
SECTION 10
30
O 1530 30 60
CONTRACTING OFFICER.
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
10. CONSTRUCTION SEQUENCE NUMBERS 3-10 SHALL BE REPEATED EACH WORK DAY.
AREAS AS APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. REMOVE BYPASS AND DE WATERING PUMPS, REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON PLATE D-5.
AS SHOWN IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH THE MANUFACTURER'S
TOP SOIL, COIR FIBER MATTING, AND SEEDING. COIR FIBER MATTING SHALL BE INSTALLED
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING

A DEWATERING BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL SHOWN ON PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
7. DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
LOCATION.
TEMPORARY ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE
OF THE DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL
DIKE AS SHOWN IN THE DETAIL SHOWN ON PLATE EC-5. PUMP THE CLEAN WATER DOWNSTREAM
6. BEGIN BY-PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE
THAT CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY.
5 . THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM
UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
4. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE
FROM THE CONTRACTING OFFICER.
MAY BE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62.1) AROUND
AND CHECK DAMS AS REQUIRED.
ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
2. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ACCESS
WORK.
1. INSTALL ALL TEMPORARY CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION
EROSION CONTROL CONSTRUCTION SEQUENCE
NOT FOR CONSTRUCTION
THIS WORK WITHOUT ADDITIONAL ACCESS AREAS.
BOTH DIRECTIONS). THE CONTRACTOR SHALL ACCOMPLISH
DOWNSTREAM ENDS OF THE PROJECT ( APPROX. 500 FEET IN
CROSSING TO HAUL FILL MATERIAL TO THE UPSTREAM AND
D-2. THE CONTRACTOR SHALL USE THE TEMPORARY STREAM
AREA TO BACKFILL THE OLD STREAM. SEE DETAIL PLATE
ACCESS TO HAUL BACKFILL TO AND FROM THE STOCKPILE
STREAM CROSSING OVER THE NEW STREAM TO PROVIDE
THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
TEMPORARY STAGING/STOCKPILE AREA IS APPROVED BY THE STATE.
WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE
AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION
TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE CONTRACTING OFFICER
SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR
THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE EROSION AND
NOTE TEMPORARY STAGING/STOCKPILE AREA (E & S PLANS) :
REWORKED BY THE END OF THE WEEK
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE
ACTIVELY BEING DIVERTED
5. NO CLEARING AND GRUBBING CAN OCCUR ON STREAM BANKS THAT ARE NOT
STREAM DIVERTED THROUGH IT .
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
COMPLETELY STABILIZED.
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
AREAS. IF WORK AREA CANNOT BE STABILIZED BY THE END OF THE DAY THEN
THE END OF THE DAY WITH SEED AND MATTING COVERING ALL DISTURBED
3. ALL GRADING IN THE PUMP AROUND AREA MUST BE COMPLETED BY
BENCHING OF THE BANKS.
2. ALL WORK SHALL BE CONDUCTED IN THE DRY INCLUDING THE
1. SEE GENERAL NOTES 3 THROUGH 8 PLATE C-14.
EROSION AND SEDIMENT CONTROL NOTES:
LINE (TYP.)
CLEARING LIMIT
SILT FENCE (TYP)
PROPOSED TEMPORARY
1" = 30'
CONCRETE
(STACKED BAGS)EVANS ST NWLI
NE EL-631.58LOW
EST POW
EROHE 6 UPLI
NE EL-627.51LOW
EST POW
EROHE 4 UPLI
NE EL-649.98LOW
EST POW
EROHE 3
WI
DELI
NE EL-644.16LOW
EST POW
EROHE 3
WI
DELI
NE EL-636.85LOW
EST POW
EROHE 3
WI
DELI
NE EL-640.11OH GUI
DE
WI
RELI
NE EL-667.10LOW
EST POW
EROHTL 4 UPLI
NE EL-666.62LOW
EST POW
EROHTL 4 UP BUFORD L. CANNONSS
S
LELA J. FLEMI
NGJ
OHNSON ESTATE WI
LLI
E SHELLELEVATI
ON-6
1
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KEBENCHMARK: RAI
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6
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GUARDRAIL102"CMP
102"CMP
INV-604.44
INV-604.56
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6
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ON
(PLAN SSMH PPCONC. WALK2'C&GBARB WI
REPPPPGUY TOW
ER #21TRANSM
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ONWIRE FENCEBARB WIRE FENCEWIRE FENCEFENCEWIRE BARB FENCEWIREO-
6
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7
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8"PVC8"TER30"RCP
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15"TER614.74615.45616.86616.3615.3614.3615.03615.47615.60616.34616.24615.80617.00617.46617.71613.6614.6614.8HW614.05615.3615.56
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C
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C
/E
C
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C
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C
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C
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SB-83
SB-29
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SB-81 SB-82
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609609609610610FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
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A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003EVANS ST NW1"=30'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
30
O 1530 30 60
C1-18 C1-18.DGNSTREAM RESTORATIONSTRICKER BRANCH (SB-IN1)EROSION & SEDIMENT CONTROL PLANTEMPORARY DIKE
DEWATERING PUMPMATCHLINE STATION 42+75 PLATE C1-17(STA 42+75 TO 48+16)LINE (TYP.)
CLEARING LIMIT
SILT FENCE (TYP)
PROPOSED TEMPORARY
DEWATERING BAG
CONTRACTING OFFICER.
IN AREAS AS INDICATED ON THE TYPICAL DETAIL AND PLANTING PLAN AND AS DIRECTED BY THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS, INSTALL PLANTS
SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE
10. CONSTRUCTION SEQUENCE NUMBERS 3-10 SHALL BE REPEATED EACH WORK DAY.
AREAS AS APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
9. REMOVE BYPASS AND DE WATERING PUMPS, REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED
INSTRUCTIONS. SEEDING SHALL FOLLOW THE SCHEDULE SHOWN ON PLATE D-5.
AS SHOWN IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH THE MANUFACTURER'S
TOP SOIL, COIR FIBER MATTING, AND SEEDING. COIR FIBER MATTING SHALL BE INSTALLED
8. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING

A DEWATERING BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL SHOWN ON PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
7. DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
LOCATION.
TEMPORARY ENERGY DISSIPATORS IN THE EXISTING CHANEL AT THE DOWNSTREAM DISCHARGE
OF THE DOWNSTREAM DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL. INSTALL
DIKE AS SHOWN IN THE DETAIL SHOWN ON PLATE EC-5. PUMP THE CLEAN WATER DOWNSTREAM
6. BEGIN BY-PASS PUMPING OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE OF THE
THAT CAN BE CONSTRUCTED AND STABILIZED IN ONE WORKING DAY.
5 . THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED UPON THE LENGTH OF STREAM
UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
4. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE
FROM THE CONTRACTING OFFICER.
MAY BE USED OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (NCDENR STD. 6.62.1) AROUND
AND CHECK DAMS AS REQUIRED.
ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
2. CONTRACTOR SHALL INSTALL TEMPORARY CONSTRUCTION ENTRANCE, TEMPORARY ACCESS
WORK.
1. INSTALL ALL TEMPORARY CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION
EROSION CONTROL CONSTRUCTION SEQUENCE
NOT FOR CONSTRUCTION
THIS WORK WITHOUT ADDITIONAL ACCESS AREAS.
BOTH DIRECTIONS). THE CONTRACTOR SHALL ACCOMPLISH
DOWNSTREAM ENDS OF THE PROJECT ( APPROX. 500 FEET IN
CROSSING TO HAUL FILL MATERIAL TO THE UPSTREAM AND
D-2. THE CONTRACTOR SHALL USE THE TEMPORARY STREAM
AREA TO BACKFILL THE OLD STREAM. SEE DETAIL PLATE
ACCESS TO HAUL BACKFILL TO AND FROM THE STOCKPILE
STREAM CROSSING OVER THE NEW STREAM TO PROVIDE
THE CONTRACTOR SHALL CONSTRUCT A TEMPORARY
TEMPORARY STAGING/STOCKPILE AREA IS APPROVED BY THE STATE.
WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE
AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION
TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE CONTRACTING OFFICER
SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR
THE CONTRACTOR SHALL SUBMIT FOR REVIEW AND APPROVAL THE EROSION AND
NOTE TEMPORARY STAGING/STOCKPILE AREA (E & S PLANS) :
REWORKED BY THE END OF THE WEEK
6. DO NOT CLEAR AND GRUB AN AREA OF CONSTRUCTION LARGER THEN CAN BE
ACTIVELY BEING DIVERTED
5. NO CLEARING AND GRUBBING CAN OCCUR ON STREAM BANKS THAT ARE NOT
STREAM DIVERTED THROUGH IT .
BEEN COMPLETELY STABILIZED WITH SEED, MULCH AND MATTING WITH THE
4. THE OLD CHANNEL CANNOT BE BACKFILLED UNTIL THE NEW CHANNEL HAS
COMPLETELY STABILIZED.
THE PUMP MUST RUN CONTINUOUSLY 24 HOURS A DAY UNTIL THE AREA IS
AREAS. IF WORK AREA CANNOT BE STABILIZED BY THE END OF THE DAY THEN
THE END OF THE DAY WITH SEED AND MATTING COVERING ALL DISTURBED
3. ALL GRADING IN THE PUMP AROUND AREA MUST BE COMPLETED BY
BENCHING OF THE BANKS.
2. ALL WORK SHALL BE CONDUCTED IN THE DRY INCLUDING THE
1. SEE GENERAL NOTES 3 THROUGH 8 PLATE C-14.
EROSION AND SEDIMENT CONTROL NOTES:
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003( IN FEET )
GRAPHIC SCALE
C1-19STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)AS SHOWN( IN FEET )
GRAPHIC SCALE CROSS SECTIONS (STA 10+00 TO 13+50)30
O 1530 30 60
HORIZ. SCALE:10
O10 10 20
VERT. SCALE:
CROSS SECTION LEGEND
EXISTING GRADE
PROPOSED GRADE
CUT AREA
FILL AREA
5
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
10+00
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
10+25
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
10+50
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
10+75
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
11+00
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
11+25
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
11+50
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
11+75
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
12+00
620
630
640
650
620
630
640
650
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
12+25
620
630
640
650
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
12+50
610
620
630
640
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
12+75
610
620
630
640
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
13+00
610
620
630
640
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
13+25
610
620
630
640
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
13+50
610
620
630
640
625
635
645
625
635
645
615
625
635
615
625
635
625
625 625
625 625
625 625
625 625
635
635 635
635 635
635 635
635 635
645
645 645
645 645
645 645
645 645
625
625 625
625 625
625 625
625 625
635
635 635
635 635
635 635
635 635
645
645 645
645 645
645 645
645 645
615
615
615
615
625
625
625
625
635
635
635
635
615
615
615
615
625
625
625
625
635
635
635
635
C1-19.DGN
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003( IN FEET )
GRAPHIC SCALE
C1-20STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)AS SHOWN( IN FEET )
GRAPHIC SCALE CROSS SECTIONS (STA 13+75 TO 17+25)30
O 1530 30 60
HORIZ. SCALE:10
O10 10 20
VERT. SCALE:
CROSS SECTION LEGEND
EXISTING GRADE
PROPOSED GRADE
CUT AREA
FILL AREA
5
13+75
14+00
14+25
14+50
14+75
15+00
15+25
15+50
15+75
16+00
16+25
16+50
16+75
17+00
17+25
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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615
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615
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620
630
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
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615
625
635
615
625
635
610
620
630
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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615
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
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615
625
635
615
625
635
610
620
630
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
C1-20.DGN
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003( IN FEET )
GRAPHIC SCALE
C1-21STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)AS SHOWN( IN FEET )
GRAPHIC SCALE C1-21.DGNCROSS SECTIONS (STA 17+50 TO 21+00)30
O 1530 30 60
HORIZ. SCALE:10
O10 10 20
VERT. SCALE:
CROSS SECTION LEGEND
EXISTING GRADE
PROPOSED GRADE
CUT AREA
FILL AREA
5
17+50
17+75
18+00
18+25
18+50
18+75
19+00
19+25
19+50
19+75
20+00
20+25
20+50
20+75
21+00
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
640
0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
620
630
640
615
625
635
615
625
635
610
620
630
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
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0 10 20 30 40 50 60 70 80 90 100-10-20-30-40-50-60-70-80-90-100
610
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FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003( IN FEET )
GRAPHIC SCALE
C1-22STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)AS SHOWN( IN FEET )
GRAPHIC SCALE CROSS SECTIONS (STA 21+25 TO 24+75)30
O 1530 30 60
HORIZ. SCALE:10
O10 10 20
VERT. SCALE:
CROSS SECTION LEGEND
EXISTING GRADE
PROPOSED GRADE
CUT AREA
FILL AREA
5
21+25
21+50
21+75
22+00
22+25
22+50
22+75
23+00
23+25
23+50
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XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
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XE
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XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
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C/E
C/E
C/E
C/E
C/E
C/E
C/E C/E
C/E
C/E
C/E
LINE EL-648.77LOWEST POWEROHE 3 UP
614
6146
1
5 615616
616616617617617
617
618
6
1
8 618619619 619620620620 620621622623625627630635636637638640645FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003CROSS VANE (TYP.)
PROPOSED ROCK
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
SEE NOTE #2
PROPOSED CLEARING LIMIT
J-HOOK (TYP.)
PROPOSED ROCK
RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
BLOCK (TYP.)
CHANNEL
PROPOSED CHANNEL (TYP.)
FILL EXISTING
WADS (TYP.)
PROPOSED ROOT
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
(TYP.)
ROOTWADS
PROPOSED
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
POLE TO REMAIN
EXISTING POWER
POLE TO REMAIN
EXISTING POWER
O 1530 30 60
30
C1-31.DGNC1-31
OF CONSTRUCTION.
OR RENEWED BY THE CITY OF CONCORD PRIOR TO START
2) EXISTING 8" DIP SANITARY SEWER WILL BE RELOCATED
DIRECTED BY THE CONTRACTING OFFICER.
STRUCTURES MAY NEED TO BE ADJUSTED IN THE FIELD AS
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM
NOTE:RIGHT OF WAY (STA 17+28 TO 25+70)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)MATCHLI
NE
S
TATI
ON
1
7
+
2
8
P
LATE C1-
3
0 MATCHLINE STATION 25+70 PLATE C1-32PERMANENT RIGHT OF WAY EASEMENT
PERMANENT RIGHT OF WAY EASEMENT
TEMPORARY RIGHT OF WAY EASEMENT
SB-72 613264.2163 1520205.6222
POINT NORTHING EASTING FROM TO DIRECTION DIST.
SB-13 613201.0215 1520382.9557
POINT NORTHING EASTING FROM TO DIRECTION DIST.
EASEMENT (TYP.)
PERMANENT RIGHT OF WAY
STRUCTURE (TYP.)
TOE WOOD
PROPOSED
SB-94 613567.8226 1520005.1630
POINT NORTHING EASTING FROM TO DIRECTION DIST.
TEMPORARY RIGHT OF WAY EASEMENT
SB-106 613503.7335 1520287.1636 SB-106
SB-104 613479.3659 1520521.7497 SB-104 SB-105 ARC R = 36.71
SB-102 613521.0509 1520606.0097 SB-102 SB-103 ARC R = 42.91
SB-101 613579.2675 1520605.3519 SB-101 SB-102 ARC R = 133.54
POINT NORTHING EASTING FROM TO DIRECTION DIST
TEMPORARY RIGHT OF WAY EASEMENT
SB-10 613523.8270 1520288.3316 SB-10
SB-114 613534.4497 1520483.1128 SB-114 SB-10 S 86°52'42" W 195.07
SB-113 613519.5685 1520485.5492 SB-113 SB-114 N 09°17'52" W 15.08
SB-112 613494.3487 1520520.4829 SB-112 SB-113 ARC R = 36.71
SB-111 613501.7853 1520566.0917 SB-111 SB-112 S 80°44'21" W 46.21
SB-110 613524.0952 1520591.3218 SB-110 SB-111 ARC R = 27.91
SB-109 613576.1517 1520590.6749 SB-109 SB-110 ARC R = 118.54
SB-108 613646.6383 1520577.4131 SB-108 SB-109 S 10°39'20" E 71.72
SB-107 613683.5665 1520577.8449 SB-107 SB-108 S 00°40'12" W 36.93
POINT NORTHING EASTING FROM TO DIRECTION DIST
SEE INSET "A" PLATE C1-32
1" = 30'
SHOE SHOW INC SSSSSSSBAPTIST CHURCH
LIBERTY PRIMITIVE
ELEVATION-618.70.
IN 19" GUM TREE
SPIKE
BENCHMARK: RAILROAD
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O-605.82
B)I-605.87
A)I-609.14
RIM-615.64
45+64.2)
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(PLAN
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O-607.52
I-608.17
RIM-616.44
(PLAN STA: 48+80.1)
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O-609.03
I-609.25
RIM-619.13
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47+22.8)
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X
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X
EX
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X
EX
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X
E
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C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
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C/E
C/E
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C/E
C/E
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C/E
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C/E
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C
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C
/E
C
/E
C
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C
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610
6106
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PL
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PL
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SB-13
SB-15
SB-14
SB-17
SB-20
SB-19
SB-16
SB-72
SB-73
SB-18 SB
-94SB
-95SB
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TSF
TSFTSF TSF
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US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003GR
ID
NORTH
NAD
83
-07
( IN FEET )
GRAPHIC SCALE
#SBIN1-B2
SOIL BORING
PROPOSED CLEARING LIMIT (TYP.)
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ATR REVIEW SUBMITTAL
OFFICER.
NEED TO BE ADJUSTED IN THE FIELD AS DIRECTED BY THE CONTRACTING
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM STRUCTURES MAY
NOTE:
BLOCK (TYP.)
PROPOSED CHANNEL CHANNEL (TYP.)
FILL EXISTING
(TYP.)
ROOTWADS
PROPOSED
J-HOOK (TYP.)
PROPOSED ROCK
RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE
CROSS VANE (TYP.)
PROPOSED ROCK
ROCK SILL
PROPOSED
WOOD STRUCTURE
PROPOSED TOE
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
O 1530 30 60
30
C1-32.DGNC1-32 RIGHT OF WAY (STA 25+70 TO 34+25)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)MAT CHL IN E S T AT IO N 2 5 +7 0 P L AT E C1 -3 1
MATCHLINE STATION 34+25 PLATE C1-33
STAGING AREA
TEMPORARY
SB-21 612563.4327 1520578.1074
POINT NORTHING EASTING FROM TO DIRECTION DIST.
SB-74 612574.8364 1520422.1343
POINT NORTHING EASTING FROM TO DIRECTION DIST.
SB-98 612449.9201 1520642.1474
POINT NORTHING EASTING FROM TO DIRECTION DIST.
PERMANENT RIGHT OF WAY EASEMENT
PERMANENT RIGHT OF WAY EASEMENT
TEMPORARY RIGHT OF WAY EASEMENT
NOT FOR CONSTRUCTION
EASEMENT (TYP.)
TEMPORARY RIGHT OF WAY
EASEMENT (TYP.)
PERMANENT RIGHT OF WAY
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FOR RIGHT OF WAY
SEE PLATE C1-31
NOTE:630632
PL PLPLPLPLPLPLPLPLPLPLPLDIRT ROAD
DIRT ROAD
SB-99 SB-100
SB-101 SB-102
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SB-104
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SB-107
SB-114
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SB-108
SB-109 SB-110
SB-112
SB-113
BOARD OF LIGHT &
W ATER COMMISSON
PP24"DIPPARCEL# 5621036747
(NO DEED REFERENCE)XE
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C/E
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612
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BAPTIST CHURCH
LIBERTY PRIMITIVE
ESTATE DEED
SUE M. TROUTMAN
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WILLIE SHELL
O-605.82
B)I-605.87
A)I-609.14
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I-611.27
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SSMH
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TRANSMISSION
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DEED (NO REFERENCE)
PARCEL# 5621024361
(NO REFERENCE)
PARCEL# 5621022756
DEED 780 /PG 210
O-603.57
I-603.99
RIM-612.37
42+38.2)
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( IN FEET )
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NOTE:
PROPOSED CLEARING LIMIT (TYP.)
NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
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BLOCK (TYP.)
PROPOSED CHANNEL
RIFFLE (TYP.)
CONSTRUCTED
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RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
CHANNEL (TYP.)
FILL EXISTING
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30
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SB-29 611809.0985 1520874.8617
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POINT NORTHING EASTING FROM TO DIRECTION DIST.

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POINT NORTHING EASTING FROM TO DIRECTION DIST.
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SB-30
SB-80
SB-81 SB-82
43+00 44+0045+00
46+00
47+00
48+10
.10
605605606606
606606606606606606
606
607607607607607607
607
607 607
607
60860860860860860
8608 608608608
609
609
609
609609609610610FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003EVANS ST NW1"=30'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
(TYP.)
ROCK J-HOOK
PROPOSED
WOOD STRUCTURE
PROPOSED TOE
BLOCK (TYP.)
PROPOSED CHANNEL
CHANNEL (TYP.)
FILL EXISTING
VANE (TYP.)
ROCK CROSS
PROPOSED
RIFFLE (TYP.)
CONSTRUCTED
PROPOSED ROCK
NOT FOR CONSTRUCTION
ATR REVIEW SUBMITTAL
RESTORATION (SB-IN1)
STRICKER BRANCH
PROPOSED BANKFULL
30
O 1530 30 60
C1-34.DGNC1-34
DIRECTED BY THE CONTRACTING OFFICER.
STRUCTURES MAY NEED TO BE ADJUSTED IN THE FIELD AS
1) THE LOCATIONS, TYPE AND NUMBER OF THE IN-STREAM
NOTE:RIGHT OF WAY (STA 42+75 TO 48+16)STREAM RESTORATIONSTRICKER BRANCH (SB-IN1)RESTORATION SB-IN1
STRICKER BRANCH
PROPOSED CENTERLINE

SB-31 611571.8181 1521073.2814 SB-31
POINT NORTHING EASTING FROM TO DIRECTION DIST.
SB-83 611522.0814 1521004.3493 SB-83
POINT NORTHING EASTING FROM TO DIRECTION DIST.
PERMANENT RIGHT OF WAY EASEMENTPERMANENT RIGHT OF WAY EASEMENT
LIMIT (TYP.)
CLEARING
PROPOSED
EASEMENT (TYP.)
RIGHT OF WAY
PERMANENTMATCHLINE STATION 42+75 PLATE C1-33
LINE EL-657.50LOWEST POWEROHE 3 UP
LINE EL-654.89LOWEST POWEROHE 3 UP
LINE EL-655.36LOWEST POWEROHE 4 UPS
CAROLINA EMERALD LLC
A DE LLC
S23°56'13"E 299.75'
TOP 30"RCP
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
PP
42"CMPCONCRETE
(2)METAL POST
PP
O-616.39I-616.84RIM-626.99(PLAN STA: 64+55)
SSMH
SILT FENCE
RIP-RAP
CONC. HEADWALL
SILT FENCE
ELEV-622.74BOREHOLE #3 15"CMPINV-623.77
CONC. APRON
BLOCK RETAINING WALL
ELEV-626.02BOREHOLE #2
S
ILT
FENCE
CHAIN LINK FENCE
3"OAK 15"RCPINV-628.04 1065620.23SPUR 60DNS1146622.68GW1154620.75GW1226624.35TMT #171232618.55RCP 30" TOP1233618.48RCP 30" TOP1236624.28GW1239626.11TN 60D BLINE1240626.08TN 60D BLINE1241626.57TN 60D BLINE626.46TN 60D BLINE1249619.35TER 15" TOP1250619.43TER 15" TOP1319620.12TER COD 15" TOP1320620.53TER COD 15" TOP1336623.42BRK1337623.65BRK1338623.49BRK1339622.51BRK1395626.48CMP 42" INV1397630.36EIP1IN 3.4AG1417623.51BRK1460622.20FL SILT1463622.38FL SILT1465621.38TN 60DNS1555623.16FL SILT1558623.77CMP 15 INV1568623.71C1569623.67C1570623.70RIPRAP1571623.78RIPRAP1572623.26RIPRAP1573623.65RIPRAP1579622.19SPUR 60DNS1580623.20TN 60DNS1610623.10FL SILT1612627.11BWALL TOE1613631.08BWALL TOP BEG1614632.43BWALL TOP1615633.50FL BEG1706622.98FL SILT1708626.95BWALL TOE1712624.17SPUR1713624.55TN 60DNS1722626.42BWALL TOE1724623.57FL SILT1733622.74BORE 31742627.35BWALL TOE1744626.74BWALL TOE1746623.95FL SILT1747624.81FL SILT1757625.63SPUR1758626.03TN 60DNS1759627.54BWALL TOE1765631.99TWALL END1766633.98FL CHAIN END1767626.15FL SILT1769632.46C SPLWY1770631.86C SPLWY1771631.64C SPLWY1772632.17C SPLWY1773627.76C SPLWY1774627.21C SPLWY1775627.44C SPLWY1776627.91C SPLWY1777626.83C SPLWY1778626.24C SPLWY1779626.27C SPLWY1780626.27C SPLWY1786624.57FL SILT1927625.39FL SILT1953626.02BORE 21956627.14SPUR1957627.98TN 51441960627.40FL SILT1968627.80FL SILT2024628.04RCP 15 INV2028642.39TN2036642.50FL CHAIN 4.0T2042637.80BRK2043638.31BRK2048642.79EP2049642.79GU2050643.38BC2051643.30CBBC2052642.63CB CL2053642.76LIP2054642.61RCP 15 -13.702055642.73EP2056642.56GU2057643.27BC2058643.26BC2059642.80GU2060642.81EP2062642.80BUSH2063643.16BUSH2064643.00BUSH2065643.29BUSH2066643.57BUSH2067643.38BUSH2070643.47OAK 42071642.93OAK 32108641.39CBBC2109640.89CB CL2110641.00LIP2111640.79CMP 36 -8.32112640.79CMP 42 -13.772114640.93EP PC2115640.90GU PC2116641.35BC PC2117641.58BC2118641.11GU2119641.13EP2120641.42EP2121641.37GU2122641.85BC2123641.91BC PT2124641.50GU PT2125641.57EP PT2126641.70ASP2133643.18LPCLEAN-OUT
2151642.74NPK2174642.53BC2175642.09GU2176642.18EP2177642.47ASP2178643.12ASP2179642.08EP2180642.26EP2181642.08GU2182642.50BC2184642.54BC PC2185642.20BC2186641.49BC PT2187642.14GU PC2188641.83GU2189641.29GU PT C SPLWY2190641.26GU PT C SPLWY2191642.03GU2192642.16GU PC2193641.41BC PT2194642.23BC2195642.63BC PC2196642.00C SPLWY2199641.29C SPLWY2201642.33EP2202642.11CS2203642.80ASP2204643.65ASP2205642.84EP2206642.73GU2207643.19BC2210643.53FL CHAIN 6.0T2217643.99FL2218644.05BC2219643.59GU2220643.68EP2221644.22ASP2222646.35EPKNAIL2223644.83ASP2224644.21EP2225644.59BC2226644.13GU2227644.77FL2229644.78FL2233645.08BC2234644.62GU2235644.73EP2236640.35ASP2238642.93FL2240645.65BC2241645.17GU2242645.26EP2243646.15ASP2244646.71ASP2245646.44NPK2246644.98DI2247645.05CMP 15 -5.02248644.96CMP 15 -20.832250646.20BC2251645.71GU2252645.82EP2254646.44BC2255645.96GU2256646.03EP2257646.81ASP2279644.85TN2280621.43CHK 14655036626.12TN 60D BLINE5037626.09TN 60D BLINE5038626.59TN 60D BLINE626.51TN 60D BLINE5144627.96SPUR60D1392628.69HWALL WING1393628.68HWALL WING1394631.35HWALL1396631.31HWALL1559625.14HWALL WING1560625.22HWALL WING1561626.71HWALL1562626.69HWALL1563625.15HWALL WING1564624.30HWALL WING2212642.95TWALL STONE .6W2213644.24TWALL STONE .6W2214644.21TWALL STONE .6W2215644.86TWALL STONE .6W2216644.71TWALL STONE .6W2228644.79TWALL STONE .6W2230644.78TWALL STONE .6WLP
HEDGE ROWO-624.13I-640.05TOP-644.98
DI
O-627.02I-632.49GR-640.89EXIST CB
RIP-RAPRIP-RAP4"OAK FLUMECONC.SILT FENCE
INV-626.48
30"RCP
15"TER.30"RCP 1220657.50OHE 3UP1221654.89OHE 3UP1357655.36OHE 4UPCENTERLINE OF BRANCHCENTERLINE OF BRANCHCENTERLINE OF BRANCH
CENTERLINE OF BRANCH
CENTERLINE OF BRANCH
CENTERLINE OF BRANCH1234623.71PP1355626.18PP METAL POST1356626.68PP METAL POSTCROSSING BRANCH
2' CURB & GUTTER
ASPHALT PARKING
2' CURB & GUTTER
ASPHALT PARKING
AREAERODED & WASHED OUT
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
XE
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
HEADWALL
CROSSING CREEK
TOP EXPOSED 15"TER 626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628
628627
623.5624625626626.5622
621622 619621621619619621624
623622621619622623619621 617
14+00
15+00
16+00 17+00
18
+00
19+00
6 1 8
618619619619
619
6206206206
2
0
620621
621
621621 621621621622622622622622 622
622
623
623
623
623
623623623624
624
624 624624625625625
625
626
626TSF
TSF TSF
TSF
TSF
TSF
TSF
TSFFILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=20'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20 C2-1.DGNSTORMWATER WETLAND BMPGRADING PLANSTRICKER BRANCH (SB-1)C2-1
(TYP.)
EROSION CONTROL, EXCELSIOR TYPE
PROPOSED NCDOT MATTING FOR
20.0'
R=5.0'17.0'PROTECTION (15' x 18')
CLASS 1 RIPRAP OUTLET
PROPOSED NCDOT
#SB1-B2
SOIL BORING
#SB1-B1
SOIL BORING
(SEE PLATES C1-3 TO C1-7)
STREAM RESTORATION SB-IN1
PROPOSED STRICKER BRANCH
CELL #2
CELL #1
INV. EL. 623.0
INV. EL. 625.5
4. FOR SECTION VIEWS, SEE PLATES C2-5 TO C2-8.
DEEP WITH NCDOT FILTER FABRIC FOR DRAINAGE, TYPE 2.
3. ALL NCDOT CLASS 1 RIPRAP PROTECTED AREAS SHALL BE A MINIMUM OF 20"
ALLOW HIGHER FLOWS TO BYPASS THE BMP.
QUALITY VOLUME INTO THE STORMWATER WETLAND SYSTEM AND
2. FOREBAY/PLUNGE POOLS ARE DESIGNED TO DIVERT THE WATER
BASED ON A 0.45" RAINFALL DEPTH.
WETLAND SYSTEM AND WILL TREAT THE WATER QUALITY VOLUME
1. PROPOSED STORMWATER BMP IS DESIGNED A STORMWATER
NOTES:
(10' X 7')
CLASS 1 RIPRAP
PROPOSED NCDOT
40 PVC OUTLET PIPE
PROPOSED 6" SCHEDULE
ROAD SEE PLATE C2-2
STABILIZED ACCESS
FOR CONTINUATION OF
840.14 W/OPTIONAL 2ND OPENING, (I-4).
THROAT CATCH BASIN, NCDOT STD NO
PROPOSED PRE-CAST CONCRETE OPEN
LINE (TYP.)
CLEARING LIMIT
OUTLET PIPE.
PROPOSED 18" HDPE
SB-1
STORMWATER WETLAND
STRICKER BRANCH
TYPICAL SECTION
(9' x 7'). SEE PLATE C2-8 FOR
RIPRAP OUTLET PROTECTION
PROPOSED NCDOT CLASS I
PLATE C2-8 FOR DETAIL
SEE PLATE C2-4 FOR PROFILE AND
10' WIDE STABILIZED ACCESS ROAD
CENTERLINE OF PROPOSED
RIPRAP PROTECTION
POOL WITH NCDOT CLASS 1
FOREBAY/PLUNGE
PROPOSED
PLATE C2-8 FOR DETAIL)
RIPRAP CHANNEL (SEE
PROPOSED NCDOT CLASS 1
(12' x 15')
RIPRAP OUTLET PROTECTION
PROPOSED NCDOT CLASS 1
RIPRAP PROTECTION
POOL WITH NCDOT CLASS 1
PROPOSED FOREBAY/PLUNGE
LINING ON WEIR
CLASS 1 RIPRAP
PROPOSED NCDOT
OUTLET PROTECTION (5' x 4')
CLASS 1 RIPRAP
PROPOSED NCDOT
30" HDPE
PROPOSED TWIN
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL620646620620
6226246266286326346426448"DI PBOARD OF LIGHT &WATER COMMISSONSSCAROLINA EMERALD LLC
A DE LLC
PP
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630PP
30"RCP
30"RCP
15"TER
A)
B)
A)
B)
15"TER
2' CURB & GUTTER
ASPHALT PARKING
PARCEL# 5611936791DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18 XEXEXEC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E C/E
C/E
36" CMP
36" CMP
HEADWALLMANHOLE30" CMPCATCH BASIN2' CURB & GUTTER
614
6146
1
5
616
616617617617
618
618619620622627630635640645SB-10
SB-11
SB-12
SB-52
SB-53
SB-54
SB-62
SB-55
SB-56
SB-57
SB-58
SB-59
SB-60
SB-61
SB-64
SB-65
SB-66
SB-67
SB-68
SB-69
SB-70
SB-71
SB-93
SB-92
SB-91
SB-90
SB-94
SB-106
622
621
3:1
621
622
623
624
623
622
626628630
632634636638640642632
634
636
638
640
642
644646 6366346326306286266246226210+00 E 1,519,982.63
N 613,574.30
TSF
TSF
TSF
TSF
TSF
TSF
TSFTS
F
TSF
TSF
TSF
TSFTSF614614615615615616
616
616
616
616616616616617617
617
617617617
6176176176176186
1
8
618
6
1
8
6 1 8 618618618618619619619619
619619
620620620620620 620620
621
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=20'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20 C2-2.DGNSTORMWATER WETLAND BMPGRADING PLANSTRICKER BRANCH (SB-1)C2-2
630
64021+0022+00
23+00
24+00
AND REMOVE
CURB AND GUTTER
SAWCUT EX. CONCRETE

ENTRANCE (NCDOT STD NO 848.02)
PROPOSED CONCRETE DRIVEWAY
(SEE PLATES C1-3 TO C1-7)
RESTORATION SB-IN1
PROPOSED STRICKER BRANCH
ROAD SEE PLATE C2-1
STABILIZED ACCESS
FOR CONTINUATION OF
SB-1
STORMWATER WETLAND
STRICKER BRANCH
20+00 25+00
C2-8 FOR DETAIL
SEE PLATE C2-4 FOR PROFILE AND
10' WIDE STABILIZED ACCESS ROAD
CENTERLINE OF PROPOSED
R=5.0'
EROSION CONTROL, EXCELSIOR TYPE
PROPOSED NCDOT MATTING FOR
LINE (TYP.)
CLEARING LIMIT
R=5.0'
FIELD ADJUST FOR BEST FIT
REMOVE ENDWALL & EXTEND 36" CMP WITH FES.
SEE NOTE NO. 1
TOPOGRAPHIC SURVEY
LIMIT OF FIELD RUN
SEE NOTE NO. 1
LIMIT OF FIELD RUN TOPOGRAPHIC SURVEY
W/ LOCK. SEE NOTE 2.
PROPOSED SINGLE LEAF GATE
OFFICER OR HIS/HER DESIGNATED REPRESENTATIVE. SEE SHEET D-11 FOR PLAN AND ELEVATIONS.
FOR THE PROPOSED SINGLE SWING GATE W/LOCK FOR THE APPROVAL OF THE CONTRACTING
TO THE PROPOSED ACCESS ROAD. THE CONTRACTOR SHALL SUBMIT A PLAN WITH DETAILS
2. THE CONTRACTOR SHALL PROVIDE A SINGLE LEAF GATE W/LOCK NEAR THE ENTRANCE
BE VERIFIED BY CONTRACTOR BEFORE BEGINNING ANY WORK.
CONCORD LIDAR DATA. ACCURACY OF THIS INFORMATION MUST
THE LIMIT OF FIELD RUN TOPOGRAPHIC SURVEY ARE FROM THE CITY OF
1. EXISTING CONTOURS AND OTHER TOPOGRAPHIC FEATURES SHOWN OUTSIDE
NOTES:
1"=20'STRICKER BRANCHSTORMWATER WETLAND BMP SB-1GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20
21
1
2
3
4
5
6
7
8
10
11
12
14
15
17
18
19
20
22
24
25
26
27 28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
45
46
47
48
49
50
57
13
16
58
56
59
60
61
62
63
64
65
66
67
68
69
70
72
73
74
75
76
77
78
79
80
R2
R1
R3
R4
R5
R6
R7
R8
R10
R11
R12
R13
R14
R15
R16
R17
R18
R19
R20
R21
R22R23
R24
R25
R26
R27
R29
R30
R31 R32
R33
R34
FB1 FB2
FB3 FB4
POINT #ELEVATION NORTHING EASTING
1
2
3
4
5
6
7
8
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
10
11
12
13
14
15
16
624.0
624.0
624.0
624.0
622.0
17
18
19
20
21
22
24
POINT #ELEVATION NORTHING EASTING
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
45
46
47
48
56
57
58
59
60
61
62
63
624.0
622.0
624.0
624.0
624.0
624.0
624.0
64
65
66
67
68
69
70
624.0
624.0
624.0
624.0
624.0
624.0
624.0
72
73
74
75
76
77
78
79
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
87
88
89
90
92
93
94
629.0
630.0
630.0
630.0
623.0
95
96
97
98
99
628.0
627.0
627.0
619.5
618.3
617.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
624.0
621.0
126
127
128
129
CURVE #
R1
R2
R3
R4
R5
R6
R7
R8
93.0'
37.5'
R10
R11
R12
RADIUS
R9
R13
R14
R15
R16
R18
R19
R20
R21
R22
R23
R24
R25
3.0'
5.0'
4.0'
3.0'
3.0'
4.5'
3.0'
3.0'
3.0'
3.0'
2.0'
3.0'
3.0'
5.5'
3.0'
3.0'
5.0'
3.0'
CONSTRUCTION LAYOUT PLAN
STORMWATER WETLAND SB-1
STRICKER BRANCH
623624
625626627628
628627
626625624624624624621623621623624622623621626625624623627628629630630627628629630630629628627626625624623622.5621
619 621619625
624.5622622625626625626625
626.5623.5622621619621619621619622622623622
621 619621623
622
617
81
82
83 84 85 86 87 88 89
90
91
92
93
94
95 96
97 98
99 100
101
102
103
104
105
106
107
108
109
110
111
112
113
114
115 116
117 118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134
135
136 137
138
139
140
141
142
143
144 145
146 147
148
149
150
151
152
153
154
155
156
157
158
159
160
161
162
163
164
165
166
167
141
626.0
624.0
626.0
626.0
626.0
622.5
622.5
622.5
622.5
159
160
161
162
POINT #ELEVATION NORTHING EASTING
49
50
POINT #ELEVATION NORTHING EASTING
80
81
82
83
84
85
624.0
630.0
630.0
630.0
630.0
629.0
POINT #ELEVATION NORTHING EASTING
627.0
628.0
628.0
622.0
621.0
620.8
POINT #ELEVATION NORTHING EASTING
86 629.0
91
100
101
102
103
104
105
106
107
108
109
110
620.0
111
112
113
114
115
116
117
118
119
120
121
122
123
124
125
130
131
132
133
134
135
136
137
138
139
140
142
143
144
145
146
147
148
149
150
151
152
153
154
155
156
157
158
163
164
165
166
167
FB1
FB2
FB3
FB4
614,324.03 1,520,179.69
614,327.55 1,520,176.69
614,287.32 1,520,173.30
614,284.27 1,520,168.14
614,287.84 1,520,135.51
614,279.97 1,520,134.14
614,272.33 1,520,165.94
614,266.61 1,520,169.70
614,244.69 1,520,165.88
614,242.23 1,520,163.34
614,241.38 1,520,157.28
614,225.54 1,520,159.52
614,221.33 1,520,172.67
614,218.72 1,520,175.03
614,215.21 1,520,175.40
614,183.94 1,520,157.61
614,178.83 1,520,164.98
614,202.86 1,520,184.71
614,202.95 1,520,189.25
614,175.44 1,520,214.04
614,172.81 1,520,214.14
614,144.56 1,520,201.47
614,078.43 1,520,198.02
614,074.57 1,520,195.72
614,074.57 1,520,195.72
614,064.49 1,520,173.37
614,062.91 1,520,202.95
614,061.38 1,520,205.43
614,056.03 1,520,208.66
614,013.02 1,520,236.65
614,010.33 1,520,236.17
613,981.20 1,520,197.13
613,981.88 1,520,192.89
613,993.89 1,520,184.40
613,997.53 1,520,184.54
614,020.44 1,520,203.44
614,028.39 1,520,195.97
614,012.94 1,520,174.66
614,013.63 1,520,170.45
614,049.25 1,520,145.15
614,071.35 1,520,138.87
614,100.07 1,520,140.59
614,102.45 1,520,142.02
614,102.45 1,520,142.02
614,134.71 1,520,175.76
614,121.17 1,520,144.45
614,123.38 1,520,140.31
614,224.84 1,520,154.57
614,189.91 1,520,127.98
614,218.38 1,520,151.74
614,240.68 1,520,152.33
614,239.82 1,520,146.27
614,241.59 1,520,143.10
614,246.67 1,520,140.29
614,251.54 1,520,139.87
614,264.25 1,520,145.61
614,267.44 1,520,140.60
614,258.89 1,520,133.23
614,257.61 1,520,127.36
614,258.88 1,520,124.13
614,264.81 1,520,100.84
614,269.78 1,520,096.79
614,323.60 1,520,097.44
614,326.57 1,520,100.40
614,326.67 1,520,108.80
614,322.64 1,520,111.65
614,308.81 1,520,119.58
614,308.96 1,520,131.22
614,321.29 1,520,139.46
614,322.99 1,520,138.79
614,327.09 1,520,141.54
614,400.58 1,520,101.01
614,401.21 1,520,149.75
614,399.09 1,520,154.56
614,393.77 1,520,154.85
614,390.77 1,520,154.88
614,374.27 1,520,155.10
614,357.77 1,520,155.31
614,354.77 1,520,155.35
614,348.06 1,520,154.33
614,346.90 1,520,095.19
614,320.93 1,520,161.87
614,310.10 1,520,170.78
614,296.74 1,520,153.57
614,308.06 1,520,145.29
614,303.70 1,520,133.01
614,291.37 1,520,133.49
614,303.50 1,520,117.81
614,291.17 1,520,117.65
614,257.99 1,520,157.83
614,246.77 1,520,159.48
614,255.89 1,520,145.68
614,244.77 1,520,147.88
614,251.18 1,520,086.69
614,248.56 1,520,110.13
614,245.69 1,520,119.41
614,231.65 1,520,131.53
614,227.70 1,520,132.14
614,207.73 1,520,117.50
614,207.00 1,520,112.09
614,206.34 1,520,107.13
614,205.68 1,520,102.18
614,205.28 1,520,099.20
614,204.08 1,520,088.89
614,186.52 1,520,109.78
614,126.50 1,520,117.81
614,115.63 1,520,118.07
614,068.85 1,520,114.08
614,037.79 1,520,121.70
613,972.35 1,520,163.27
613,906.90 1,520,204.85
614,193.85 1,520,119.10
614,121.35 1,520,132.48
614,108.95 1,520,133.00
614,071.96 1,520,130.78
614,044.74 1,520,138.53
613,972.37 1,520,189.81
613,971.24 1,520,196.88
614,004.05 1,520,240.85
614,017.52 1,520,243.25
614,060.53 1,520,215.26
614,117.48 1,520,202.16
614,216.23 1,520,159.94
614,210.58 1,520,167.02
614,200.28 1,520,158.30
614,206.32 1,520,151.55
614,175.65 1,520,200.00
614,162.11 1,520,201.04
614,150.30 1,520,190.75
614,149.78 1,520,182.46
614,138.13 1,520,161.89
614,144.89 1,520,144.41
614,152.36 1,520,143.03
614,164.96 1,520,156.77
614,177.53 1,520,178.37
614,105.42 1,520,171.88
614,081.38 1,520,174.14
614,075.99 1,520,170.09
614,072.41 1,520,151.06
614,077.62 1,520,145.15
614,093.07 1,520,146.07
614,101.01 1,520,150.84
614,109.22 1,520,164.29
614,057.97 1,520,183.81
614,032.65 1,520,191.35
614,025.65 1,520,181.70
614,027.95 1,520,167.68
614,032.99 1,520,164.09
614,058.26 1,520,177.90
614,019.83 1,520,215.42
614,008.77 1,520,223.29
613,997.52 1,520,206.49
614,009.01 1,520,199.26
614,231.92 1,520,147.51
614,233.11 1,520,155.92
614,234.30 1,520,164.34
614,239.02 1,520,173.01
614,300.94 1,520,183.79
614,376.46 1,520,130.57
614,371.46 1,520,130.63
614,376.33 1,520,120.57
614,371.33 1,520,120.63
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
622.0
623.0
623.0
623.0
623.0
623.0
623.0
623.0
623.0
623.0
623.0
623.0
628.0
628.0
628.0
628.0
628.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
621.0
168 624.0 614,234.81 1,520,100.17
169 624.0 614,235.98 1,520,101.18
170 614,235.18 1,520,105.99
171 614,232.31 1,520,115.27
172 614,229.50 1,520,117.69
173
174
175
176
168
169
170
171
172
173 174
175
176
614,225.56 1,520,118.31
614,221.58 1,520,115.46
614,220.29 1,520,105.86
614,222.67 1,520,102.52
624.0
624.0
624.0
624.0
624.0
624.0
624.0
5.0'
R9
R28
R35
R36
R37
R38
R39
R40 R42
R41
R43
R44
R45
R46R47
R48
R49
R50
R51R52
R53
R54
R55
R56
R57
CURVE #RADIUS
R28
R27
R26
5.0'
46.0'
R17
13.0'
R29
R30
R32
R33
R34
R35
R36
R37
R38
R39
5.0'
3.0'
3.0'
9.0'
9.0'
3.0'
8.5'
CURVE #RADIUS
7.0'
R31
17.5'
R40
R41
R43
R44
R45
R46
R47
R48
R49
R50
5.5'
CURVE #RADIUS
5.0'
R42
R51
R52
R54
R55
R56
R57
5.0'
CURVE #RADIUS
R53
3.0'
34.0'
3.0'
3.0'
5.0'
17.75'
7.5'
10.25'
11.0'
11.0'
11.0'
19.0'
11.0'
11.0'
5.0'
10.0'
14.0'
10.0'
16.0'
8.25'
16.5'
3:1(TYP)
4'
4'4'4'
4'
4'
C2-3
1,520,353.70
613,863.42
625.25
1158, BOLT ON TOWER
NEAREST BENCHMARK
CONSTRUCTION LAYOUT PLANSTAKEOUT PLAN.
ACCESS ROAD CONSTRUCTION
SEE PLATE C2-4 FOR STABILIZED
CONSTRUCTION STAKEOUT PLAN.
SEE PLATES C1-8 FOR SB-IN1
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
BOARD OF LIGHT &WATER COMMISSONLINE EL-657.50LOWEST POWEROHE 3 UPLINE EL-654.89LOWEST POWEROHE 3 UPLINE EL-655.36LOWEST POWEROHE 4 UPCAROLINA EMERALD LLCA DE LLCCAROLINA EMERALD LLCA DE LLCPPO-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630PPSILT FENCERIP-RAPCONC. HEADWALLSILT FENCE15"CMPINV-623.77CONC. APRONBLOCK RETAINING WALLCHAIN LINK FENCEPPPARCEL# 5611936791DEED 6703 /PG 075TRACT 1, PLAT BOOK 33 /PG 18 O-624.13I-640.05TOP-644.98DIFLUMECONC.SILT FENCE2' CURB & GUTTERASPHALT PARKING2' CURB & GUTTERASPHALT PARKINGPARCEL# 5611936791DEED 6703 /PG 075TRACT 1, PLAT BOOK 33 /PG 18 C/EC/EC/EC/EC/EC/EC/EAREAERODED & WASHED OUT FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 1X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIL. CREECHL. CREECHJ. MANNINGW912PM20C0003AWARD DATE:CONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012625624623621624624625626626625624623622619621
622622623624625626627628628627623.5624625626626.56226216
2
26
19621621
619
619621624623
622
621
619 622623619621617622621621622623624623622626628630632634636638640642632634636638640642644646636
6
3
4
6
3
2
6
3
0
6
2
8
6
2
6
6
2
4
6
2
2
62119+0021+0022+0023+0024+00618 625624
623
622
623622620624621620619
622
620 621623622618620
618
619616620
620618618
6176
2
0
618619619618617615616620618
6166
1
9620
619618
617
616
6146156186196176
1
4615618
616618617616617
6 1 8
616616
(-)4.13 %(-)10.18 %
(-)10.18 %
(+)0.14 %
(+)0.14 %(+)1.09 %
K = 7
VC = 45.00'
EL = 645.58'
PI = 0+22.60
K = 19
VC = 200.00'
EL = 623.60'
PI = 2+38.45
K = 53
VC = 50.00'
EL = 624.20'
PI = 6+50.89 1"=20'STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)C2-4
630
640
0+00
5+00
( IN FEET )
GRAPHIC SCALE
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1530 30 60
( IN FEET )
GRAPHIC SCALE
O3 3 61.5
HORIZ. SCALE: 1 inch = 30 ft.VERT. SCALE: 1 inch = 3 ft.
8+007+006+005+004+003+002+001+000+00
640
636
632
628
644
624
620 STABILIZED ACCESS ROAD SEE PLATES C2-1 THROUGH C2-3.
FOR STORMWATER WETLAND SB-1,
FOR CURVE STAKEOUT PLAN, SEE PLATE C1-8.
AND ADJUST ACCESS ROAD ACCORDINGLY.
CONTRACTOR SHALL FIELD VERIFY ELEVATION
NOTE: ELEVATION AT 0+00 IS APPROXIMATE.PLAN & PROFILEC-31
C-32
C-33
C-34
C-35
C-36
PROPOSED CENTERLINE GRADE
E 1,519,982.6
N 613,574.3
ROAD 0+00
BEGIN ACCESS
E 1,520,088.6
N 614,185.1
ROAD 8+62.76
END ACCESS
AT CENTERLINE
PROPOSED GRADE
O 1530 30 60
30
E 1,519,982.6
N 613,574.3
ROAD 0+00
BEGIN ACCESS
E 1,520,088.6
N 614,185.1
ROAD 8+62.76
END ACCESS
EXISTING GROUND
SEE PLATE C2-6 FOR DETAIL
STABILIZED ACCESS ROAD
PROPOSED 10' WIDE
CENTERLINE OF
SB-IN1, SEE PLATES C1-3 TO C1-7.
FOR PROPOSED STREAM RESTORATION
0+50 1+50 2+50 3+50 4+50 5+50 6+50 7+50 8+50 C2-4.DGNRadius = 40.00'
Length = 51.85'
Tangent = 30.29'
Degree = 143° 14' 22.02"
Delta = 74° 16' 43.88" (LT)
P.T. Station 0+51.86
P.C. Station 0+00.00
P.I. Station 0+30.30
C-31
Radius = 100.00'
Length = 62.80'
Tangent = 32.47'
Degree = 57° 17' 44.81"
Delta = 35° 59' 05.68" (LT)
P.T. Station 1+65.18
P.C. Station 1+02.37
P.I. Station 1+34.85
C-32
Radius = 100.00'
Length = 77.61'
Tangent = 40.87'
Degree = 57° 17' 44.81"
Delta = 44° 28' 06.70" (LT)
P.T. Station 2+47.05
P.C. Station 1+69.44
P.I. Station 2+10.32
C-33
Radius = 45.00'
Length = 22.52'
Tangent = 11.50'
Degree = 127° 19' 26.24"
Delta = 28° 41' 06.67" (RT)
P.T. Station 6+78.47
P.C. Station 6+55.94
P.I. Station 6+67.45
C-36
Radius = 55.00'
Length = 23.93'
Tangent = 12.16'
Degree = 104° 10' 26.92"
Delta = 24° 56' 09.86" (LT)
P.T. Station 5+81.32
P.C. Station 5+57.38
P.I. Station 5+69.54
C-35
Radius = 100.00'
Length = 23.75'
Tangent = 11.93'
Degree = 57° 17' 44.81"
Delta = 13° 36' 30.61" (LT)
P.T. Station 2+80.07
P.C. Station 2+56.32
P.I. Station 2+68.25
C-34
1"=20'SB-1
STORMWATER WETLAND
STRICKER BRANCH
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20
STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)C2-5 SECTION LOCATION PLAN614,374.82 1,520,197.74
0+00
NORTHING EASTING STATION
SECTION COORDINATE TABLE
PT
A
A'
B
B'
C
C'
D
D'
E
E'
F
F'
0+00
0+00
0+00
0+00
0+00
SECTION COORDINATE TABLE
STATION
0+00
0+00
0+00
EASTINGNORTHING
I'
I
H'
H
G'
G
PT
1,520,057.75614,373.02
614,285.16 1,520,050.75
614,307.34 1,520,194.04
614,217.43 1,520,052.73
614,238.84 1,520,191.08
614,141.48 1,520,073.89
614,163.99 1,520,219.36
613,954.93 1,520,128.57
614,034.02 1,520,250.10
614,424.92 1,520,125.40
614,279.92 1,520,125.40
614,263.55 1,520,151.63
614,194.24 1,520,161.41
614,270.73 1,520,098.53
614,166.65 1,520,112.44
614,032.01 1,520,195.69
613,947.85 1,520,258.47
1+40
1+45
1+40
1+45
1+45
1+45
0+70
1+05
1+05
C2-5.DGNC2-6
A
C2-6
A'
C2-6
C
C2-7
D
C2-6
C'
C2-7
D'
C2-7
E
C2-7
E'
C2-6
B'
C2-6
B
F
C2-7
F'
C2-7
H
C2-8
H'
C2-8
C2-8
G
C2-8
G'
I'
C2-8
I
C2-8
626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628
628627
623.5624625626626.5622
621622 619621621619619621624
623622621619622623619621 617
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
EXISTING GROUND
ENDWALL & 42" CMP
EX. CONCRETE
PROPOSED GRADE
FOREBAY/PLUNGE POOL DIVERSION @ EX. 42" CMP
STORMWATER WETLAND SB-1
SECTION A-A'
ELEVATION = 626.5
PERMANENT POOL
RIPRAP (MIN. 20" DEPTH)
POOL WITH NCDOT CLASS I
PROPOSED FOREBAY/PLUNGE

SECTION THROUGH CELL #1
STORMWATER WETLAND SB-1
SECTION B-B'
ELEVATION = 624.5
PERMANENT POOL
EXISTING GROUND
RIPRAP FLUME
EXISTING GROUTED
PROPOSED GRADE
(0.0' TO 3.0' DEPTH)
ELEVATION = 626.5
TEMPORARY POOL
RIPRAP (MIN. 20" DEPTH)
POOL WITH NCDOT CLASS I
PROPOSED FOREBAY/PLUNGE
RIPRAP (MIN. 20" DEPTH)
NCDOT CLASS I
ELEVATION = 624.0
PERMANENT POOL
PROPOSED GRADE
EXISTING GROUND
(0.0' TO 6.0' DEPTH)
ELEVATION = 624.94
TEMPORARY POOL
2' DEEP POOL
FOREBAY/PLUNGE POOL DIVERSION @ EX. CURB OPENING/RIPRAP FLUME
STORMWATER WETLAND SB-1
SECTION C-C'
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
ELEVATION = 628.5
DIVERSION WEIR
(0.0' TO 6.0' DEPTH)
ELEVATION = 628.5
TEMPORARY POOL
FOR DRAINAGE, TYPE 2
PROPOSED NCDOT FILTER FABRIC
FOR DRAINAGE, TYPE 2
PROPOSED NCDOT FILTER FABRIC
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095 125 130
620
625
630
635
140135
635
630
625
619
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095
640
645
620
125 130 135 140
635
630
625
619
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095
640
645
620
125 130
145
135 140 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=10'ANSI DSTRICKER BRANCH (SB-1)STORMWATER WETLAND BMPSECTIONSC2-6( IN FEET )
GRAPHIC SCALE
5
O5 5 10
( IN FEET )
GRAPHIC SCALE
5
O5 5 10
HORIZ. SCALE:VERT. SCALE:
2.52.5 C2-6.DGN
SECTION THROUGH CELL #2
STORMWATER WETLAND SB-1
SECTION E-E'
SECTION THROUGH CELL #2
STORMWATER WETLAND SB-1
SECTION D-D'
ELEVATION = 623.0
PERMANENT POOL PROPOSED GRADE
EXISTING GROUND
(0.0' TO 6.0' DEPTH)
ELEVATION = 624.0
TEMPORARY POOL
ROAD (SEE DETAIL PLATE C2-6)
STABILIZED ACCESS
PROPOSED 10' WIDE
5.0' WIDE BOTTOM
PROPOSED BYPASS CHANNEL.
EXISTING RETAINING WALL
2' DEEP POOL
PROPOSED GRADE
ROAD (SEE DETAIL PLATE C2-6)
STABILIZED ACCESS
PROPOSED 10' WIDE
5.0' WIDE BOTTOM
PROPOSED BYPASS CHANNEL.
FOREBAY/PLUNGE POOL DIVERSION @ EX. 42" CMP
STORMWATER WETLAND SB-1
SECTION F-F'
RIPRAP (MIN. 20" DEPTH)
POOL WITH NCDOT CLASS I
PROPOSED FOREBAY/PLUNGE
ELEVATION = 626.5
PERMANENT POOL
PROPOSED GRADE
RIPRAP (MIN. 20" DEPTH)
NCDOT CLASS I
EXISTING GROUND
30" HDPE PIPE
PROPOSED TWIN
INVERT EL. 626.5
INVERT EL. 624.5 ELEVATION = 624.0
PERMANENT POOL
(0.0' TO 4.0' DEPTH)
ELEVATION = 625.0
TEMPORARY POOL
CELL 1
2' DEEP POOL
ELEVATION = 623.0
PERMANENT POOL
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
(0.0' TO 6.0' DEPTH)
ELEVATION = 624.0
TEMPORARY POOL
(0.0' TO 6.0' DEPTH)
ELEVATION = 628.5
TEMPORARY POOL
635
630
625
619
640
645
620
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095 125 130 135 140 145
620
615
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095
625
630
125 130 135 140 145
620
615
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 105 110 115 12095
625
630
635
125 130 135 140 145 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=10'STRICKER BRANCH (SB-1)STORMWATER WETLAND BMPSECTIONSC2-7
( IN FEET )
GRAPHIC SCALE
5
O5 5 10
( IN FEET )
GRAPHIC SCALE
5
O5 5 10
HORIZ. SCALE:VERT. SCALE:
2.52.5 C2-7.DGN
FOREBAY/PLUNGE POOL DIVERSION @ EX. CURB OPENING/RIPRAP FLUME
STORMWATER WETLAND SB-1
SECTION H-H'
ELEVATION = 624.5
PERMANENT POOL
EXISTING GROUND
PROPOSED GRADE
RIPRAP (MIN. 20" DEPTH)
POOL WITH NCDOT CLASS I
PROPOSED FOREBAY/PLUNGE
FLAT BOTTOM)
CHANNEL (5.0'
LINED BY-PASS
PROPOSED GRASS
SECTION THROUGH OUTLET STRUCTURE
STORMWATER WETLAND SB-1
SECTION I-I'
PROPOSED GRADE
EXISTING GROUND
2' DEEP POOL
(0.0' TO 6.0' DEPTH)
ELEVATION = 623.0
TEMPORARY POOL I-4
2ND OPENING)(W/ OPTIONAL NC DOT STD. 840.14 SECTION THOUGH TRANSITION FROM CELL 1 TO CELL 2
STORMWATER WETLAND SB-1
SECTION G-G'
RIPRAP (MIN. 20" DEPTH)
PROPOSED NCDOT CLASS I
RIPRAP (MIN. 20" DEPTH)
PROPOSED NCDOT CLASS I
INVERT EL. 619.5 INVERT EL. 618.0
ELEVATION = 622.0
PERMANENT POOL (SEE PLATE D-6 FOR DETAIL)
WITH 2" ORIFICE @ INV. EL. 622.0
14" PVC DRAWDOWN PIPE
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
(NCDOT STD. 840.54)
MANHOLE FRAME AND COVER
635
630
625
620
615
2' DEEP POOL
EXISTING GROUNDRIPRAP (MIN. 20" DEPTH)
PROPOSED NCDOT CLASS I
GRADE
PROPOSED
POOL
2' DEEP FOR DRAINAGE, TYPE 2
FILTER FABRIC
PROPOSED NCDOT
(0.0' TO 3.0' DEPTH)
ELEVATION = 626.5
TEMPORARY POOL
HDPE OUTLET PIPE
PROPOSED 18"
620
615
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 10595
625
630
615
610
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 100 10595
620
625
630
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 3X-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=10'STRICKER BRANCH (SB-1)STORMWATER WETLAND BMPSECTIONSC2-8
PROPOSED GRADE
VARIES
10.0' (TYP)
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT
3:1 (TYP)
EXISTING GROUND
EXISTING GROUND
N.T.S.
TYPICAL SECTION
RIPRAP CHANNEL
N.T.S.
ACCESS ROAD
10' WIDE STABILIZED
TYPICAL SECTION
STRICKER BRANCH (SB-1)
GRADE
PROPOSED CLASS 1 RIPRAP
PROPOSED NCDOT
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT
1:1 1:1
2.5' (TYP.)
5.0'
(MIN.)
18"
( IN FEET )
GRAPHIC SCALE
5
O5 5 10
( IN FEET )
GRAPHIC SCALE
5
O5 5 10
HORIZ. SCALE:VERT. SCALE:
2.52.5
IV SELECT MATERIAL)
COURSE (NCDOT CLASS
8" AGGREGATE BASE

EXISTING GROUND
GRADE
PROPOSED CLASS 1 RIPRAP
PROPOSED NCDOT
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT
2:1 2:1
(MIN.)
18"

N.T.S.
TYPICAL SECTION
RIPRAP OUTLET PROTECTION
9' X 7' NCDOT CLASS I
4.5'
VARIES
CL
SEE GRADING PLAN
VARIES
LINE
GRADE
PROFILE
C2-8.DGN
1"=20'SB-1
STORMWATER WETLAND
STRICKER BRANCH
CELL #1
CELL #2
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)C2-9
LINE EL-657.50LOWEST POWEROHE 3 UP
LINE EL-654.89LOWEST POWEROHE 3 UP
LINE EL-655.36LOWEST POWEROHE 4 UPS
PLANTING PLANSTORMWATER WETLAND PLANTING LEGEND
CELL #1 CELL #2
15+00
ZONE PM: PERMANENT MANAGED VEGETATION
(0.5' ABOVE TO 2' ABOVE NORMAL POOL; ELEV. 624.5 - 626.0)
ZONE #4: RIPARIAN FRINGE
(0.5' BELOW TO 0.5' ABOVE NORMAL POOL; ELEV. 623.5 - 624.5)
ZONE #3: SHORELINE FRINGE
(0.5' TO 1' BELOW NORMAL POOL; ELEV. 623.0 - 623.5)
ZONE #2: SHALLOW WATER BENCH
(1'=3' BELOW NORMAL POOL; ELEV. 621.0 - 623.0)
ZONE #1:DEEP WATER
NORMAL POOL: 624.0 FEET631632633634635636637 6386396406413:1
624
625
626
627
628
629
630
SEE PLATE D-8 FOR PLANTING SCHEDULE.
ZONE PM: PERMANENT MANAGED VEGETATION
(0.5' ABOVE TO 2' ABOVE NORMAL POOL; ELEV. 622.5 - 624.0)
ZONE #4: RIPARIAN FRINGE
(0.5' BELOW TO 0.5' ABOVE NORMAL POOL; ELEV. 621.5 - 622.5)
ZONE #3: SHORELINE FRINGE
(0.5' TO 1' BELOW NORMAL POOL; ELEV. 621.0 - 621.5)
ZONE #2: SHALLOW WATER BENCH
(1'=3' BELOW NORMAL POOL; ELEV. 619.0 - 621.0)
ZONE #1:DEEP WATER
NORMAL POOL: 622.0 FEET
LINE (TYP.)
CLEARING LIMIT
(SEE PLATES C1-9 TO C1-13)
RESTORATION SB-IN1
PROPOSED STRICKER BRANCH
PLATE C2-10
PLANTING PLAN SEE
FOR CONTINUATION OF
O 1020 20 40
20
TOP 30"RCP
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
PP
42"CMPCONCRETE
O-616.39I-616.84RIM-626.99(PLAN STA: 64+55)
SSMH
SILT FENCE
RIP-RAP
CONC. HEADWALL
SILT FENCE 15"CMPINV-623.77
CONC. APRON
BLOCK RETAINING WALL
S
ILT
FENC
E
CHAIN LINK FENCE15"RCPINV-628.04
LP
O-624.13I-640.05TOP-644.98
DI
O-627.02I-632.49GR-640.89EXIST CB
RIP-RAPRIP-RAPFLUMECONC.SILT FENCE
INV-626.48
30"RCP
15"TER.30"RCP CROSSING BRANCH
2' CURB & GUTTER
ASPHALT PARKING
483.22±'
CROSSING CREEK
TOP EXPOSED 15"TER
HEADWALL C2-9.DGN626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628
628627
623.5624625626626.5622
621622 619621621619619621624
623622621619622623619621 617
PI 14+61.52PI 16+55.82PI 18+97.21PC 15+97.00PC 16+40.76PC 17+50.56PC 18+40.02
PT 13+44.07PT 16+22.45PT 16+69.56PT 18+20.27
PT 19+25.266 1 8
618619619619
619
6206206206
2
0
620621
621
621621 621621621622622622622622 622
622
623
623
623
623
623623623624
624
624 624624625625625
625
626
626TSF
TSF TSF
TSF
TSF
TSF
TSF
TSFSB-41
SB-42
SB-43
SB-44
SB-45
SB-46 SB-47
SB-48 SB-49
SB-50 SB-51
SB-3
SB-5
SB-4
SB-84
SB-88
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2 3
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A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
8"DI PBOARD OF LIGHT &WATER COMMISSONSSCAROLINA EMERALD LLC
A DE LLC
PP
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630PP
30"RCP
30"RCP
15"TER
A)
B)
A)
B)
15"TER
616.0612.6612.9613.5
617.7
617.6
613.3
613.0
613.2
618.0
616.9
618.1
617.8
614.0
615.9613.4
617.6
617.5
614.1614.1617.5
618.2
618.2613.7
613.1
613.9617.0
618.3
617.8
618.3
613.5
613.3
613.6
617.9
613.2
613.5
614.0
616.7
618.0
617.8
618.6
617.2
613.9
614.1
618.0
617.7
618.6
618.3
613.8
613.5
613.5
617.2
618.7
618.4
618.1
614.5
613.8
613.9
618.3
618.9618.8
616.9
618.3
618.8617.2618.6618.8619.1618.3615.6614.0614.4613.6613.9618.2
619.2
619.1
619.2 618.5618
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617
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618.6616.2615.9616.5619.1616.6615.7615.4617.7614.4614.5
614.4
614.4
618.6
617.5
614.9
614.3
613.8
618.5
619.0
620.5
620.1618.1617.9619.6619.6
619.7
615.8
615.6
616.2
619.1
619.9
620.7616.2616.0615.8620.2
619.4
620.2
618.5618.1
618.2
619.4
619.5620.0
621.0 620.9
620.3
620.0
619.0
618.7
618.9
621.0
620.5
620.5
617.1
616.0
616.1
620.3
619.8
618.7
618.7
618.9
620.6
620.1
618.5
618.4
619.8
6
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620.9
620.1619.3619.1619.9
619.8619.1620.1
616.6621.0
646.85
646.98
646.81
646.53
645.18645.80 645.53645.97
645.14645.57
646.29646.71
646.2
646.0
645.8 645.3
628.1
620.6
619.8620.6
620.1
618.5618.4
618.6620.2
620.8
623.9623.4
621.9
621.2620.0619.8
619.8
620.9
621.3
628.7
624.4
622.7
622.4
620.9
621.0
621.3
621.5
625.4
621.2 622.1
2' CURB & GUTTER
ASPHALT PARKING
PARCEL# 5611936791DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18 XEXEXEC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E C/E
C/E
622
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621
622
623
624
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626628630
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634
636
638
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617617617
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618
6
1
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6 1 8 618618618618619619619619
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SB-11
SB-12
SB-52
SB-53
SB-54
SB-62
SB-55
SB-56
SB-57
SB-58
SB-59
SB-60
SB-61
SB-63
SB-64
SB-65
SB-66
SB-67
SB-68
SB-69
SB-70
SB-71
SB-93
SB-92
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FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=20'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20
STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)SEE PLATE C2-8 FOR DETAIL
STABILIZED ACCESS ROAD
PROPOSED 10' WIDE
SB-1
STORMWATER WETLAND
STRICKER BRANCH PLANTING PLANSTORMWATER WETLAND PLANTING LEGEND
ZONE PM: PERMANENT MANAGED VEGETATION
SEE PLATE D-8 FOR PLANTING SCHEDULE.
BE VERIFIED BY CONTRACTOR BEFORE BEGINNING ANY WORK.
CONCORD LIDAR DATA. ACCURACY OF THIS INFORMATION MUST
THE LIMIT OF FIELD RUN TOPOGRAPHIC SURVEY ARE FROM THE CITY OF
1. EXISTING CONTOURS AND OTHER TOPOGRAPHIC FEATURES SHOWN OUTSIDE
NOTES:
CLEARING LIMIT LINE (TYP.)
20+00 25+00
C2-10
PLATE C2-9
PLANTING PLAN SEE
FOR CONTINUATION OF
(SEE PLATES C1-9 TO C1-13)
RESTORATION SB-IN1
PROPOSED STRICKER BRANCH C2-10.DGN
6 1 8
618619619619
619
6206206206
2
0
620621
621
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625
626
6261"=20'SB-1
STORMWATER WETLAND
STRICKER BRANCH
CELL #1
CELL #2
GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20
STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)TOP 30"RCP
O-614.82B)I-614.76A)I-617.33RIM-624.50
(PLAN STA: 59+74.4)SSMH
PP
LINE EL-657.50LOWEST POWEROHE 3 UP
LINE EL-654.89LOWEST POWEROHE 3 UP
42"CMPCONCRETE
LINE EL-655.36LOWEST POWEROHE 4 UP
O-616.39I-616.84RIM-626.99(PLAN STA: 64+55)
SSMH 619.4618.5618.3618.4618.8
618.1
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2
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2
2
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6
2
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619.4
618.8
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619.6618.4621.1
619.6619.1620.4619.3621.4623.5621.2620.2619.9SILT FENCE
RIP-RAP
CONC. HEADWALL
SILT FENCE 15"CMPINV-623.77
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S
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FENC
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CHAIN LINK FENCE15"RCPINV-628.04 SLP
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O-627.02I-632.49GR-640.89EXIST CB
RIP-RAPRIP-RAPFLUMECONC.SILT FENCE
INV-626.48
30"RCP 619.615"TER.30"RCP CROSSING BRANCH
619.7
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616.2
617.0
620.4619.6
616.7
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616.7616.5
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622.3
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616.5
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617.6
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626.5
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626.1
626.4
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643.65
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646.71
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2
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2' CURB & GUTTER
ASPHALT PARKING
483.22±'
CROSSING CREEK
TOP EXPOSED 15"TER
HEADWALL
RIPRAP PROTECTION
POOL WITH NCDOT CLASS 1
PROPOSED FOREBAY/PLUNGE
EROSION & SEDIMENT CONTROL PLANSILT FENCE (TYP)
PROPOSED TEMPORARY
FENCE OUTLET (TYP)
PROPOSED SILT
EROSION CONTROL CONSTRUCTION SEQUENCE
CLASS 1 RIPRAP CHANNEL
PROPOSED NCDOT
PLATE C2-8 FOR DETAIL)
RIPRAP CHANNEL (SEE
PROPOSED NCDOT CLASS 1631632633634635636637638 6396406413:1
624
625
626
627
628
629
630
LINE (TYP.)
CLEARING LIMIT
15+00
C2-11
A SILT BAG PRIOR TO DISCHARGE AS SHOWN ON THE DETAIL, PLATE D-9.
A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH
DE- WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN
FROM THE CONTRACTING OFFICER.
THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL
BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS MAY BE USED OTHER
TO NCDOT STD. 1605.01) AROUND STOCKPILE AND STAGING AREAS AND
INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (ACCORDING
AND CHECK DAMS AS REQUIRED.
ACCESS ROADS SHALL BE SLOPED TO DRAIN. INSTALL ROADSIDE SWALES
CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROADS AS REQUIRED.
1607.01.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE ACCORDING TO NCDOT STD.
6.
5.
4.
3.
2.
1.
DISTURBED AREAS.
AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING
TO THE SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE
ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED
CONSTRUCT STORMWATER WETLAND.C2-11.DGN626627628629630630629628627625
624.5624625623621623622.5624625626627628629630630621623625624623621624624625626626625624623622619621622622623624625626627628
628627
623.5624625626626.5622
621622 619621621619619621624
623622621619622623619621 617
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TSF
TSF
TSF
TSF
TSFSB-41
SB-42
SB-43
SB-44
SB-45
SB-46 SB-47
SB-48 SB-49
SB-50 SB-51
SB-3
SB-5
SB-4
SB-84
SB-88
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of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
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617617617
6176176176176186
1
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621 8"DI PBOARD OF LIGHT &WATER COMMISSONSSCAROLINA EMERALD LLC
A DE LLC
PP
O-612.63B)I-612.73A)I-613.60RIM-620.83SSMH PARCEL# 5611936455DEED 360 /PG 630PP
30"RCP
30"RCP
15"TER
A)
B)
A)
B)
15"TER
616.0612.6612.9613.5
617.7
617.6
613.3
613.0
613.2
618.0
616.9
618.1
617.8
614.0
615.9613.4
617.6
617.5
614.1614.1617.5
618.2
618.2613.7
613.1
613.9617.0
618.3
617.8
618.3
613.5
613.3
613.6
617.9
613.2
613.5
614.0
616.7
618.0
617.8
618.6
617.2
613.9
614.1
618.0
617.7
618.6
618.3
613.8
613.5
613.5
617.2
618.7
618.4
618.1
614.5
613.8
613.9
618.3
618.9618.8
616.9
618.3
618.8617.2618.6618.8619.1618.3615.6614.0614.4613.6613.9618.2
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614.4
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614.3
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619.0
620.5
620.1618.1617.9619.6619.6
619.7
615.8
615.6
616.2
619.1
619.9
620.7616.2616.0615.8620.2
619.4
620.2
618.5618.1
618.2
619.4
619.5620.0
621.0 620.9
620.3
620.0
619.0
618.7
618.9
621.0
620.5
620.5
617.1
616.0
616.1
620.3
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618.7
618.7
618.9
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620.4616.7621.1
620.9
620.1619.3619.1619.9
619.8619.1620.1
616.6621.0
646.85
646.98
646.81
646.53
645.18645.80 645.53645.97
645.14645.57
646.29646.71
646.2
646.0
645.8 645.3
628.1
620.6
619.8620.6
620.1
618.5618.4
618.6620.2
620.8
623.9623.4
621.9
621.2620.0619.8
619.8
620.9
621.3
628.7
624.4
622.7
622.4
620.9
621.0
621.3
621.5
625.4
621.2 622.1
2' CURB & GUTTER
ASPHALT PARKING
PARCEL# 5611936791DEED 6703 /PG 075
TRACT 1, PLAT BOOK 33 /PG 18 XEXEXEC/E
C/E
C/E
C/E
C/E
C/E
C/E
C/E C/E
C/E
622
621
3:1
621
622
623
624
623
622
626628630
632634636638640642632
634
636
638
640
642
644646 6366346326306286266246226210+00 E 1,519,982.63
N 613,574.30
TSF
TSF
TSF
TSF
TSF
TSF
TSFTS
F
TSF
TSF
TSF
TSFTSFSB-10
SB-11
SB-12
SB-52
SB-53
SB-54
SB-62
SB-55
SB-56
SB-57
SB-58
SB-59
SB-60
SB-61
SB-63
SB-64
SB-65
SB-66
SB-67
SB-68
SB-69
SB-70
SB-71
SB-93
SB-92
SB-91
SB-90
SB-94
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FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
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B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C00031"=20'GRID NORTH NAD 83-07
( IN FEET )
GRAPHIC SCALE
O 1020 20 40
20
STORMWATER WETLAND BMPSTRICKER BRANCH (SB-1)SB-1
STORMWATER WETLAND
STRICKER BRANCH
C2-12 EROSION & SEDIMENT CONTROL PLAN20+00 25+00
EROSION CONTROL, EXCELSIOR TYPE
PROPOSED NCDOT MATTING FOR
SILT FENCE (TYP)
PROPOSED TEMPORARY
C2-12.DGN
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
MONITORING
WELL
ELEV:682.45'
W25
W24
W23
W22
W20
W19
W18
W6
W5
W4
W3
W2
W1
W27
W26
INV:674.73'
WOODLINEWO
O
DLINE
WIL-MAR REALTY
DB. 1501, PG. 94
PIN #56212526150000
OHE 1 UP
LOWEST POWER
LINE EL-700.84'8" VCPXCXC
XCPLXXSSXSSPL
PLPLXCXCXC
XC
XC XC
XC
XCXCSB10-16
SB10-17
SB10-18
SB10-19 SB10-20
SB10-21
SB10-22
SB10-23
SB10-24
SB10-25
SB10-26
SB10-27
SB10-28
SB10-02
SB10-03
SB10-14
SB10-15 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C000310 10
10
5 20
C3-1
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0 STRICKER BRANCH (SB-10)STORMWATER DRY PONDGRADING PLANA A' B
B'
A-A'
C3-3
B-B'
C3-2
20
15
10
GRID NORTH NAD 83-07
WETLANDS
EXISTING
WETLANDS
SAFETY FENCE AROUND EXISTING
PROPOSED EXCLUSIONARY ORANGE 4
:
1
ADDITIONAL INSTRUCTIONS.
ACTIVITIES AND NOTIFY CONTRACTING OFFICER FOR
HIGHER THAN 679.0', CONTRACTOR SHALL CEASE EXCAVATION
2. IN THE EVENT THAT GROUNDWATER ELEVATION LEVELS ARE
CONSTRUCTION TO VERIFY GROUNDWATER ELEVATION.
1. CONTRACTOR SHALL DIG A TEST PIT PRIOR TO
NOTES:
BOUNDARY
EXISTING WETLAND
8" VCP
EXISTING
AS SHOWN, SEE PROFILE, PLATE C3-2)
BASIN (NCDOT STD DETAIL 840.04 MODIFIED
PROPOSED CONCRETE OPEN THROAT CATCH
ELEV 680.3
#SB10 - B1
SOIL BORING
CLEARING LIMITS
PROPOSED
FABRIC
TYPE 2 FILTER
RIPRAP W/ NCDOT
THICK CLASS 2
PROPOSED 2'
685
685
684
680 681
681
682679
678
LOCATION
APPROXIMATE STREAM
30" CMP
30" CMP
EXISTING
C3-1.DGN1" = 10'XC
679
680
681
682
683678
685
684
683
680
681
680681679 679679676680W
W
W
W
W
W
W
W
W
W
W
W
W
MONITORING
WELL
ELEV:682.45'
W25
W24
W23
W22
W20
W19
W6
W5
W4
W3
W2
W1
W27
W26
INV:674.73'
WOODLINEWO
O
DLINE
WIL-MAR REALTY
DB. 1501, PG. 94
PIN #56212526150000
OHE 1 UP
LOWEST POWER
LINE EL-700.84'8" VCPXCXCPLXXXSSXSSPLPLXCXCXC
XC XC
XC
XCXCSB10-16
SB10-17
SB10-18
SB10-19 SB10-20
SB10-21
SB10-22
SB10-23
SB10-24
SB10-25
SB10-26
SB10-27
SB10-02
SB10-03
SB10-14
SB10-15
11
12
13
14
15 16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
10 10
10
5 20
10
1
2
3
4
5
6
7
8
9
10
C3-2CC102-02-421 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
STRICKER BRANCH (SB-10)STORMWATER DRY PONDCONSTRUCTION LAYOUTPOINT # EASTING POINT # EASTING POINT # EASTING
R2
R1
R3
2
678 615647.902 1522159.757
4
678 615571.141 1522160.782
5
678 615559.023 1522149.719
ELEVATION NORTHING
7
678 615658.938 1522143.462
8
678 615654.137 1522132.079
9
678 615642.961 1522113.864
10
678 615628.926 1522093.827
11
678 615618.662 1522081.037
12
678 615560.947 1522128.336
13
678 615570.126 1522104.001
14
678 615591.485 1522075.988
15
680 615577.169 1522080.681
16
681 615560.541 1522097.117
17
682 615544.749 1522128.872
18
683 615540.906 1522177.961
19
684 615541.439 1522216.117
20
685 615543.212 1522237.223
21
685 615582.266 1522276.614
22
684 615597.765 1522277.788
23
683 615619.929 1522275.315
24
682 615655.716 1522258.300
25
681 615671.774 1522232.352
26
680 615674.050 1522202.888
27
679 615666.025 1522151.661
28
678 615561.210 1522213.092
678 615669.871 1522201.810
679 615615.494 1522259.919
679 615581.381 1522248.062
29 679 615650.888 1522246.690
30 678 615603.593 1522120.671
ELEVATION NORTHING ELEVATION NORTHING CURVE # RADIUS
R1
R2
R3
12
12
55
1
3
6
LIMIT
CLEARING
PROPOSED C3-2.DGN1" = 10'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003XC
GRID NORTH NAD 83-07
679
680
681
682
683678
5
5 5
5
2.5 10 STRICKER BRANCH (SB-10)675
680
685
690
I-2
840.04, MODIFIED AS SHOWN)THROAT CATCH BASIN (NCDOT STD PROPOSED 4'x3.5' CONCRETE OPEN 675
680
685
690
1
C3-3CC102-02-42( IN FEET )
GRAPHIC SCALE
0
GROUND
EXISTING
PROPOSED GRADE
EXISTING GROUND PROPOSED GRADE
INVERT = 676.26
SEWER TO REMAIN
EXISTING 8" VCP SANITARY
HORIZ. 1 inch = ft.
VERT. 1 inch = ft.STA 115 - MATCH BELOWSTA 115 - MATCH ABOVEINV = 674.7
EXISTING 30" CMP
INV = 674.7
18" CLASS II RCP
PROPOSED 2' LF
INV = 678.2
AROUND ALL 4 SIDES.
1' H X 4' W OPENING STORMWATER DRY PONDSECTIONSTOP ELEV = 679.5
AND COVER (NCDOT STD 840.54),
PROPOSED MANHOLE FRAME
BOTTOM ELEV = 674.0
FOUNDATION
#57 STONE
COMPACTED NCDOT
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT
RIPRAP
THICK CLASS 2
PROPOSED 2'
0+0 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00
2+00
1+10
1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+10 2+20 2+30 C3-3.DGN1" = 5'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003STORMWATER DRY POND SB-10
PROFILE B-B'
STORMWATER DRY POND SB-10
PROFILE B-B'
4
4 4
4
2 8
675
680
685
690
675
680
685
690
EXISTING GROUND
PROPOSED GRADE
1
C3-4CC102-02-42HORIZ. 1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
EXISTING GROUND
PROPOSED GRADE
INVERT = 676.67
SANITARY SEWER
EXISTING 8" VCP STA 80 - MATCH BELOWSTA 80 - MATCH ABOVEVERT. 1 inch = ft.STRICKER BRANCH (SB-10)STORMWATER DRY PONDSECTIONS0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80
0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 C3-4.DGN1" = 4'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003STORMWATER DRY POND SB-10
SECTION A-A'
STORMWATER DRY POND SB-10
SECTION A-A'
16 16
16
8 32 STRICKER BRANCH (SB-10)STORMWATER DRY PONDSEDIMENT & EROSION CONTROL PLANC3-5CC102-02-421 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
GRID NORTH NAD 83-07
VERIFY GROUNDWATER ELEVATION.
PIT PRIOR TO CONSTRUCTION TO
1. CONTRACTOR SHALL DIG A TEST
NOTES:
R2
R1
R3
EXISTING WETLANDS
BOUNDARY
EXISTING WETLAND
DIKE
TEMPORARY
PROPOSED
SILT FENCE
PROPOSED TEMPORARY PUMP
DIVERSION
PROPOSED
LIMIT
CLEARING
PROPOSED
AND STAGING AREA
PROPOSED STOCKPILE
AT EDGE OF PARKING LOT
ADJACENT DROP INLET
DISCHARGE INTO
CONSTRUCTION ENTRANCE
PROPOSED TEMPORARY
EROSION CONTROL CONSTRUCTION SEQUENCE:
REMAINING DISTURBED AREAS.
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL
REMOVE TEMPORARY SILT FENCE AND TEMPORARY
SATISFACTION OF THE CONTRACTING OFFICER,
HAVE BEEN PERMANENTLY STABILIZED TO THE
ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS 9.
ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
DISTURBED AREAS AS APPROPRIATE AND IN
REMOVE TEMPORARY DIKES. STABILIZE ALL 8.
BYPASS AND DEWATERING PUMPS.
FOLLOWING COMPLETION OF STRUCTURE, REMOVE 7.
DISCHARGE AS SHOWN ON THE PLANS.
SHALL PASS THROUGH A SILT BAG PRIOR TO
AREA. WATER PUMPED FROM THE WORK AREA
DEWATERING PUMP TO MAINTAIN A DRY WORK
IF NECESSARY, DEWATER WORK AREA THROUGH A 6.
SYSTEM AS SHOWN ON PLANS.
CLEAN WATER INTO THE STORMWATER DRAINAGE
AS SHOWN IN THE DETAIL, PLATE D-9. PUMP THE
INTAKE LINE ON THE UPSTREAM SIDE OF THE DIKE
BEGIN PUMP-AROUND OPERATION BY PLACING 5.
AS SHOWN IN THE DETAIL ON PLATE D-9.
TEMPORARY DIKE AT THE UPSTREAM WORK LIMIT
ARRANGE PUMP-AROUND EQUIPMENT. INSTALL 4.
ON PLANS ACCORDING TO NCDOT STD. 1605.01.
INSTALL THE TEMPORARY SILT FENCING AS SHOWN 3.
(SEE DETAIL ON PLATE D-9).
AROUND EXISTING WETLANDS AS SHOWN ON PLANS
INSTALL EXCLUSIONARY ORANGE SAFETY FENCE 2.
ACCORDING TO NCDOT STD. 1607.01.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE 1.
EROSION CONTROL NOTES:
PLATE D-8 FOR MORE INFORMATION.
PERMANENT VEGETATION. SEE PLANT ZONE PM ON
SEED ALL DISTURBED AREAS WITH TEMPORARY AND 2.
TOTAL LAND DISTURBANCE AREA: 0.83 AC (APPROX.)1.
MORTON AVE NW
(SEE DETAIL, PLATE D-9)
DEWATERING AREA
PROPOSED
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W25
W24
W23
W22
W20
W19
W18
W17
W16
W6
W5
W4
W3
W2
W1
W27
W26
PUMP
DEWATERING
PROPOSED C3-5.DGN683682681680
680
680
680
680679
6 7 9
6 7 9
678678
676684
685685
686
687685
688684
683
682
681
686
688687
681
682
685684
6
8
3682680
680
6
7
8
1" = 16'S
MORTON AVE NW
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
WV
MONITORING
WELL
ELEV:682.45'
ST
W25
W24
W23
W22
W20
W19
W18
W17
W16
W6
W5
W4
W3
W2
W1
W27
W26
SSMH
RIM:682.98'
STMH
30" RCP
INV:674.73'
INV:683.86'INV:682.47'
WOODLINEWO
O
DLINEWOODLINE
WIL-MAR REALTY
DB. 1501, PG. 94
PIN #56212526150000
PROPST BROS DISTS, INC.
DB. 618, PG. 551
PIN #56212547070000
PROPST BROS DISTS, INC.
DB. N/A, PG. N/A
PIN #56212547530000
I
NV:681.46'
24" RCP
24" RCP
15" RCP
30" CMP
INV:685.41'
8" VCP
OHE 1 UP
LOWEST POWER
LINE EL-700.84'8" VCPEX PAVED RD
(60' PUBLIC R/W)
CURB & GUTTER
CURB & GUTTERXCXC
XC
X
C
XC
XC
XCXSSPLPL
PLXX X
XSSXSSXSS
XSSPLPL PL
PLPLPL
PL
PL
PL
PL
PL
PL
PL
PL
XCXCXCXC
XC
X
C
X
C
XC XC
XC
XC
XC
XC XCXCXC
XC
XCXCSB10-17
SB10-18
SB10-19 SB10-20
SB10-21
SB10-22
SB10-23
SB10-24
SB10-25
SB10-26
SB10-27
SB10-28
SB10-01
SB10-02
SB10-03
SB10-04
SB10-05
SB10-06
SB10-07SB10-08SB10-09SB10-10SB10-11
SB10-12SB10-13
SB10-14
SB10-15
SB10-30
SB10-16SB10-29
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003XC
679
680
681
682
683678 WETLANDS
SAFETY FENCE AROUND EXISTING
PROPOSED EXCLUSIONARY ORANGE
ELEV-680.30
BOREHOLE #1 ANSI D16 16
16
8 32 STRICKER BRANCH (SB-10)STORMWATER DRY POND1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
GRID NORTH NAD 83-07VERIFY GROUNDWATER ELEVATION.
PIT PRIOR TO CONSTRUCTION TO
1. CONTRACTOR SHALL DIG A TEST
NOTES:
R2
R1
R3
EXISTING WETLANDS
BOUNDARY
EXISTING WETLAND
SILT FENCE
PROPOSED TEMPORARY
LIMIT
CLEARING
PROPOSED
AND STAGING AREA
PROPOSED STOCKPILE
MORTON AVE NW
WETLANDS
SAFETY FENCE AROUND EXISTING
PROPOSED EXCLUSIONARY ORANGE
C3-6 RIGHT OF WAY PLAN1" = 16'C3-6.DGN305.4044357°
305.4044357°305.4044357°
305.4044357°FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003 PERDUE FARMS INC.
PIN #56211560980000
DB. 8373, PG. 7

WIL-MAR REALTY
PIN #56212526150000
DB. 1501, PG. 94

PROPST BROS DISTS, INC.
PIN #56212547070000
DB. 618, PG. 551

PRO PST BRO S DISTS, INC.
PIN #56212547530000
D B. N /A , PG. N /A
S
MORTON AVE NW
W
WV
ST
ELEV. 679.19'
TBM (RR SPIKE IN PP"
LINE EL-700.84'
LOWEST POWER
OHE 1 UP
ELEV:682.45'
WELL
MONITORING
INV OUT:677.35'
INV IN:679.26'
RIM:682.32'
STMH
30" RCP
INV:674.73'INV:683.86'INV:682.47'
WOODLINEWO
O
DLINEWOODLINE
683.18
683.65682.64
682.18
681.05
681.54
680.62
680.04
I
NV:681.46'F
E
S
24" RCP
24" RCP
15" RCP
30" CMP
INV OUT:686.65'
GR:688.85'
EX DI
INV:685.41'
8" VCP8" VCPEX PAVED RD
(60' PUBLIC R/W)
CURB & GUTTER
CURB & GUTTER
SB10-17
SB10-18
SB10-19 SB10-20
SB10-21
SB10-22
SB10-23
SB10-24
SB10-25
SB10-26
SB10-27
SB10-28
SB10-01
SB10-02
SB10-03
SB10-04
SB10-05
SB10-06
SB10-07SB10-08SB10-09SB10-10SB10-11
SB10-12SB10-13
SB10-14
SB10-15
SB10-30
SB10-16SB10-29
PERMANENT RIGHT OF WAY EASEMENT
SB10-17
SB10-30
SB10-29
SB10-15

SB10-28
SB10-27
SB10-26
SB10-25
SB10-24
SB10-23
SB10-22
SB10-21
SB10-20
SB10-19
SB10-18
SB10-17
SB10-16
SB10-15K
SB10-15J
SB10-15I
SB10-15H
SB10-15G
SB10-15F
SB10-15E
SB10-15D
SB10-15C
SB10-15B
SB10-15A
SB10-14
SB10-13
SB10-12
SB10-11
SB10-10
SB10-09
SB10-08
SB10-07
SB10-06
SB10-05
SB10-04
SB10-03
SB10-02
SB10-01
POINT
615621.7978
615621.0669
615582.9877
615583.7593

615696.6115
615676.7195
615668.5365
615651.5584
615640.4659
615630.5845
615628.0566
615648.6907
615669.2225
615668.0597
615644.0010
615621.7978
615612.7357
615611.6338
615610.2577
615607.4642
615603.3734
615601.3523
615597.9532
615593.2287
615588.7259
615586.7627
615585.1089
615583.7593
615529.5777
615524.3956
615525.0430
615526.3543
615527.0427
615527.7923
615528.4539
615529.3554
615533.4774
615569.3442
615597.7498
615615.3335
615644.5393
615695.4376
NORTHING
1522062.9080
1522050.5440
1522052.7940
1522065.8480

1522231.5910
1522177.6120
1522153.5910
1522124.6350
1522106.4240
1522092.5140
1522080.7250
1522088.6890
1522087.4760
1522067.8040
1522069.2230
1522062.9080
1522062.6440
1522060.9820
1522059.5390
1522057.9860
1522056.4990
1522056.0530
1522055.8190
1522056.5510
1522058.5490
1522060.0970
1522062.3670
1522065.8480
1522072.7100
1522073.0740
1522098.7900
1522146.7900
1522173.7910
1522200.7900
1522222.8770
1522248.7900
1522353.7160
1522351.8310
1522331.5510
1522316.5490
1522289.7040
1522257.0150
EASTING
SB10-17
SB10-30
SB10-29
SB10-15

SB10-28
SB10-27
SB10-26
SB10-25
SB10-24
SB10-23
SB10-22
SB10-21
SB10-20
SB10-19
SB10-18
SB10-17
SB10-16
SB10-15K
SB10-15J
SB10-15I
SB10-15H
SB10-15G
SB10-15F
SB10-15E
SB10-15D
SB10-15C
SB10-15B
SB10-15A
SB10-14
SB10-13
SB10-12
SB10-11
SB10-10
SB10-09
SB10-08
SB10-07
SB10-06
SB10-05
SB10-04
SB10-03
SB10-02
SB10-01
FROM
SB10-15
SB10-17
SB10-30
SB10-29

SB10-01
SB10-28
SB10-27
SB10-26
SB10-25
SB10-24
SB10-23
SB10-22
SB10-21
SB10-20
SB10-19
SB10-18
SB10-17
SB10-16
SB10-15K
SB10-15J
SB10-15I
SB10-15H
SB10-15G
SB10-15F
SB10-15E
SB10-15D
SB10-15C
SB10-15B
SB10-15A
SB10-14
SB10-13
SB10-12
SB10-11
SB10-10
SB10-09
SB10-08
SB10-07
SB10-06
SB10-05
SB10-04
SB10-03
SB10-02
TO

DIRECTION
12.39
38.15
13.08

25.45
57.53
25.38
33.57
21.32
17.06
12.06
22.12
20.57
19.71
24.10
23.08
9.07
1.99
1.99
3.20
4.35
2.07
3.41
4.78
4.93
2.50
2.81
3.73
54.61
5.19
25.72
48.02
27.01
27.01
22.10
25.93
105.01
35.92
34.90
23.11
39.67
60.49
DIST.
TEMPORARY RIGHT OF WAY EASEMENT68068068
5680685 685679
680
681
682
683678678
678.47 678.62
678.65 678.80
678.8
678.95
679.0
679.5
679.6
679.67
679.7
679.8
679.9
679.99
680
680.0
680.13
680.05
680.1
680.07
680.12
680.3
680.32
680.34
680.46
680.56
680.6
680.62
680.64
680.7
680.72
680.76
680.77680.88
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W25
W24
W23
W22
W20
W19
W18
W17
W16
W6
W5
W4
W3
W2
W1
W27
W26681.01
681.0
681.06
681.1
681.08
681.38
681.4
681.6
681.6
681.7
681.71
681.9
682.1
682.16
682.2
682.4
682.6
682.6
682.9
682.88
683.1
683.2
683.23
683.2
683.49
683.6
683.7
683.81
684.0
684.2
684.2
684.23
684.3
684.3
684.35
684.4
684.78
684.32
684.8
684.94
685.6
685.6
685.7
685.70
685.8
685.67
686.15
686.23
686.4
686.6
686.6
686.6
686.9
686.9
687.0
INV OUT:674.13'
INV IN:674.17'
INV IN(N):675.07'
RIM:682.98'
SSMH
687.2
687.2
687.28
687.4
687.6
687.77
687.29
687.81
687.9
688.4
688.6
689.3
GRID NORTH NAD 83-07655650655
657
650655659PLPLXSD XSD XSDXSD XSDINV:6488.61'
SB11-12
SB11-13
SB11-10
SB11-09
SB11-08
SB11-07
SB11-11
SB11-06SB11-05
SB11-04
SB11-03
SB11-02
SB11-01 SSWOODLINE650655660
660
6
6
0
660
660
665 665 6756556
50652661662
663
XCX
S
D
X
S
DINV:652.95'I
NV:652.38'36" RCPXSDXSDXSDXSDXSDXSDXSDXSDXSDXSDXSD36" RCPINV:648.61'
XSS XSS XSS XSS XSS XSS XSS XSS XSS XSS
XSS XSS XSS XSS XSS XSS XSS XSS XSS XSSXSSXSS
XSS
XSS
XSS
XSS
XSS
XSS
XSSXSS
PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPL XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XC
XC
XC
XC
XC
XC
XC
XC
XC
PL
PL
PL
PL
PLPL
PL PL PLPLPL
PL
PL PL PL PL PL PL PL PL PL PL PL PL
PL
WOODLINE
IN
V
:663.50'
HARRIS ST NW
30" R
C
PELEV-656.52'
BOREHOLE #1
INV OUT:652.93'
INV OUT:653.07'
INV IN:653.71'
RIM:660.79'
SSMH
INV OUT:652.33'
INV IN:652.53'
INV IN:652.58'
RIM:660.68'
SSMH
INV OUT:658.16'
INV IN:658.24'
INV IN:658.50'
RIM:664.08'
SSMH
FLUME
CONC.
(50' PUBLIC R/W)
EX PAVED RD
8
25
M. GRZEGORZEWSKI16
5
10
16
6
5
2
FILE NAME:C4-1
4010
20
2020
82
4
44
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
STORMWATER DRY PONDGRADING PLAN1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
CLASS B
CHINK INTERSTICES WITH
2 RIPRAP. HAND PLACE AND
PROPOSED 2' THICK CLASS
1H:1V
REGRADE AT A'AEXISTING 36" RCP
INV = 648.6
3 LF 18" CLASS II RCP
A-A'
C4-2
PROFILE, PLATE C4-2)
MODIFIED AS SHOWN, SEE
(NCDOT STD 840.04,
THROAT CATCH BASIN
PROPOSED CONCRETE OPEN
ELEV 656.5
#SB11 - B1
SOIL BORING
6
5
2
STRICKER BRANCH (SB-11)SITE PLAN
STORMWATER DRY POND (SB-11)
1
C4-1
2
C4-1
DETAIL, PLATE C4-2
OUTLET STRUCTURE. SEE
PROPOSED PRECAST CONCRETE
SITE PLAN & LAYOUT
PRECAST CONCRETE OUTLET STRUCTURE C4-1.DGN1" = 20'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-42AWARD DATE:11 DECEMBER 2019W912PM20C0003CONTRACT NO.:IFB NO.:W912PM19B00123 JAN 2020J. MANNINGL. CREECH650
654
656
658
6
5
0
6
5
4
6
5
6
6
5
8
645
650
655
660
I-3
4-FT W OPENING ON ALL SIDES)840.04, MODIFIED AS SHOWN, 1-FT H, THROAT CATCH BASIN (NCDOT STD PROPOSED 4.5'x4' CONCRETE OPEN 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT
C4-2
102.5 55
5
5
STRICKER BRANCH (SB-11)STORMWATER DRY PONDSECTIONS( IN FEET )
GRAPHIC SCALE
0
EXISTING GROUND
INV = 648.6
18" CLASS II RCP
PROPOSED 3 LF
INV = 648.5
EXISTING 36" RCP
PROFILE A - A'
WEIR INV = 657.0
CC102-02-42HORIZ. 1 inch = ft.
VERT. 1 inch = ft.
TOP ELEV = 658.4
AND COVER (NCDOT STD 840.54),
PROPOSED MANHOLE FRAME
2 RIPRAP
THICK CLASS
PROPOSED 2'
BOTTOM ELEV = 646.0
FOUNDATION
#57 STONE
COMPACTED NCDOT
DRAINAGE, TYPE 2
FILTER FABRIC FOR
PROPOSED NCDOT 2 RIPRAP
THICK CLASS
PROPOSED 2' C4-2.DGN1" = 5'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATEJ. MANNINGL. CREECHL. CREECHM. GRZEGORZEWSKIAWARD DATE:CONTRACT NO.:IFB NO.:W912PM20C000311 DECEMBER 2019W912PM19B00123 JAN 2020
25
16
5
8
10
16
SB11-12
SB11-13
SB11-10
SB11-09
SB11-08
SB11-07
SB11-11
SB11-06SB11-05
SB11-04
SB11-03
SB11-02
SB11-01 SS36" RCP650655660660660
655650652661662663X
CXCX
CX
CX
CXCX
CX
CXCXCX
CX
CX
C
655
657
650655 659PL PL PL PL PL PL PL PL PL PL PL PL PL PL PL PLPLPLPLPLPLPLPLPLPLPLPLPLPLPLPLXSD
XSD XSDXSD XSDXSSXS
S
XSS XSSXSS XSS XSS XSS XSS XSS
X
SS XSS
X
SS XSSX
SS
XSS XSS
X
SS
XSS
X
SS
X
SS
X
SS XSS
X
SS
XSS
X
SS
X
SS
XSS
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
XW
X
W
XW
XW
WOODLINE
FLUME
CONC.
WOODLINE
FLUME
CONC.
INV:6488.61'
INV OUT:652.33'
INV IN:652.53'
INV IN:652.58'
RIM:660.68'
SSMH
INV OUT:652.93'
INV OUT:653.07'
INV IN:653.71'
RIM:660.79'
SSMH
HARRIS ST NW
(50' PUBLIC R/W)
EX PAVED RD
205
10
1010 STRICKER BRANCH (SB-11)STORMWATER DRY PONDEROSION & SEDIMENT CONTROL PLANC4-3
1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
EROSION CONTROL CONSTRUCTION SEQUECE:
FENCE
TEMPORARY SILT
PROPOSED
REMAINING DISTURBED AREAS.
FENCE AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND MULCH ALL
STABILIZED TO THE SATISFACTION OF THE ENGINEER, REMOVE TEMPORARY SILT
ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY 8.
IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS.
REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED AREAS AS APPROPRIATE AND 7.
PUMPS.
FOLLOWING COMPLETION OF STRUCTURE, REMOVE BYPASS AND DEWATERING 6.
PRIOR TO DISCHARGE AS SHOWN ON THE PLANS.
AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH A SILT BAG
DEWATER WORK AREA THROUGH A DEWATERING PUMP TO MAINTAIN A DRY WORK 5.
THE STREET INTO THE STREAM CHANNEL IN A NON-EROSIVE MANNER.
OF THE DIKE AS SHOWN IN THE DETAIL, PLATE D-9. PUMP THE CLEAN WATER ACROSS
BEGIN PUMP-AROUND OPERATION BY PLACING INTAKE LINE ON THE UPSTREAM SIDE 4.
WORK LIMIT AS SHOWN IN THE DETAIL ON PLATE D-9.
ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY DIKE AT THE UPSTREAM 3.
STD 1605.01.
INSTALL THE TEMPORARY SILT FENCING AS SHOWN ON PLANS ACCORDING TO NCDOT 2.
INSTALL TEMPORARY CONSTRUCTION ENTRANCE ACCORDING TO NCDOT STD 1607.01.1.
(SEE DETAIL, PLATE D-9)
PROPOSED DEWATERING AREA
DIKE
TEMPORARY
PROPOSED
PUMP
DIVERSION
PROPOSED
MANNER
ST. IN A NON-EROSIVE
ON WEST SIDE OF HARRIS
DISCHARGE IN STREAM
EROSION CONTROL NOTES:
PLANT ZONE PM ON PLATE D-8 FOR MORE INFORMATION.
SEED ALL DISTURBED AREA WITH TEMPORARY AND PERMANENT VEGETATION. SEE 2.
TOTAL LAND DISTURBANCE AREA: 0.15 AC (APPROX.)1.
GRID NORTH NAD 83-07
CLEARING LIMIT
PROPOSED
ENTRANCE
CONSTRUCTION
TEMPORARY
PROPOSED
PUMP
DEWATERING
PROPOSED
STAGING AREA
STOCKPILE AND
PROPOSED
C4-3.DGN1" 10'FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-42J. MANNINGL. CREECHL. CREECHM. GRZEGORZEWSKIAWARD DATE:CONTRACT NO.:IFB NO.:W912PM20C000311 DECEMBER 2019W912PM19B00123 JAN 2020
ELEV-656.52'BOREHOLE #125
16
5
81016PROFILE PLATE C4-2)
MODIFIED AS SHOWN, SEE
(NCDOT STD. 840.04
THROAT CATCH BASIN
PROPOSED CONCRETE OPEN
SB11-12
SB11-13
SB11-10
SB11-09
SB11-08
SB11-07
SB11-11
SB11-06SB11-05
SB11-04
SB11-03
SB11-02
SB11-01 SSINV OUT:658.16'INV IN:658.24'INV IN:658.50'RIM:664.08'SSMH I
NV:652.38'
INV:652.95' WOODLINEWOODLINEINV:648.61' DAVID S. SNYDER

PIN #562124155200000
DB. N/A, PG. N/A
205
10
1010
5
STRICKER BRANCH (SB-11)STORMWATER DRY POND1 inch = ft.
( IN FEET )
GRAPHIC SCALE
0
RIGHT OF WAY PLANC4-4.DGNC4-41"=10' STAGING AREA
STOCKPILE AND
PROPOSED
FENCE
TEMPORARY SILT
PROPOSED
CLEARING LIMIT
PROPOSED
SB11-13 614687.2245 1521904.7035
POINT NORTHING EASTING FROM TO DIRECTION DIST.
PERMANENT RIGHT OF WAY EASEMENT FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003655655655655660660660660660665675647.2ELEV. 648.6
18" CLASS II RCP
3 LF 652.1652.4652.5652.8652.9653.0653.2653.4653.4653.5653.6654.0654.2654.4654.965536" RCP 655.2655.5655.8655.9655.9655.9656.2656.3656.6656.9657.1657.2657.2657.3657.4657.7658.4658.5658.9659.64659.21659.4659.5659.5659.56659.57659.57660.02659.57659.70659.82659.83659.85659.89660.08660.21660.2660.4660.65660.74661.17661.2661.3661.61661.61661.7662.1662.11662.6662.77663.16663.21663.17670GRID NORTH NAD 83-07 671.2673.1674.2675.9HARRIS ST NW656656656657657658658659661662663INV OUT:652.33'INV IN:652.53'INV IN:652.58'RIM:660.68'SSMH INV OUT:652.93'INV OUT:653.07'INV IN:653.71'RIM:660.79'SSMH 36" RCP FLUMECONC. FLUME CONC. EX PAVED RD (50' PUBLIC R/W)
DETAILSSTREAM RESTORATION N.T.S.ANSI DD-1 D-1.DGNFLOW
A
2:1
POOL APRON
2:1
1
3
B
B
3
1
A
WIDTH)
(1/3 BANKFULL
C
FLOW
2:1A
B
E D
SECTION A-A
2:1
B
BED
APRON
ROCK ENERGY DISSIPATION BASIN
NOT TO SCALE
PLAN VIEW ALL DIMENSIONS APPROXIMATE IN FEET
A B C D E F GSTATION
RIP RAP BASIN CULVERT
SIZENUMBER
PLATE
C1-3 10+00 TWIN 6'x5' RCBC 1.71.7 1.5 0.2 20.0 5.0
GROUNDNATURAL
2:1
2:
1
SECTION B-BGROUNDNATURALD
PLAN VIEW
TYPICAL CROSS SECTION
PLAN VIEW
SECTION A-A
SECTION B-B
SECTION C-C
TRENCHING METHOD
PLAN VIEW
SECTION A-A
ROOT WAD DETAIL
COIR FIBER MATTING DETAIL
CONSTRUCTED ROCK RIFFLE DETAIL
NOT TO SCALE
FIBER MATTING.
SPECIFICATIONS PRIOR TO PLACEMENT OF COIR
COMPLETED IN ACCORDANCE WITH THE PROJECT
AMENDMENTS, AND SOIL PREPARATION MUST BE
1. IN AREAS TO BE MATTED, ALL SEEDING, SOIL
NOTES:
GROUND
EXISTING
BANKFULL BENCH/
AND BACKFILLED
PLACED IN TRENCH
MATTING SHALL BE
IN TRENCH
1' CENTERS
ANCHORS ON
6" MIN
18"
(TYP)
STREAM BED
(MIN)
12" OVERLAY
ANCHOR DETAIL
WOODEN STAKE
2" x 2" (nominal)24'1"2"2"NOT TO SCALE
NOTES:
METHODS OF INSTALLATION:
GRUBBING ACTIVITY THAT MEETS THE REQUIREMENTS FOR ROOT WADS.
3. CONTRACTOR SHALL USE ALL TREES CUT DURING THE CLEARING AND
APPLICATION MUST BE APPROVED BY THE CONTRACTING OFFICER.
CONTAIN NO ROT OR OTHER DISEASE. ANY LOG USED FOR A ROOT WAD
2. LOGS FOR ROOT WADS SHALL BE FRESHLY CUT, FAIRLY STRAIGHT AND
STRAIGHT ON, DEFLECTING THE WATER AWAY FROM THE BANK.
1. ORIENT ROOT WADS SO THAT THE STREAM FLOW MEETS THE ROOT WAD
FLO
WBED
BOULDERS
ROOT WADA
ATOP OF BANK
BANKFULL STAGE
FLOOD PLAIN
0.5' BERM
NOT TO SCALE
1/3 Dmax
Dmax
TOE
1/3 Dmax
HEADER ROCK
FOOTER ROCK
#57 STONE
TOE OF RIFFLE
C C
RIFFLEB B
ELEVATION POINT
FLOWA
A
TOE
GLIDE R
IFFLE

ANCHORS
CULVERT
CULVERT
F G
8.3
OF FLOW
DIRECTION
TOE OF SLOPE
TOP OF BANK
SOIL BACKFILL
COMPACTED
EARTH
BOTTOM OF CHANNEL
3' MINIMUM
CLASS I RIPRAP
PROPOSED NCDOT
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
FOR CROSS VANE
FOOTER ROCK
CROSS VANE
HEADER ROCK FOR
PRACTICAL
INVERT WHERE
APRON SET "E" ABOVE
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
CLASS I RIPRAP
PROPOSED NCDOT
OUTLET
CULVERT
MATTING
COIR FIBER
3' CENTERS
ANCHORS ON
ELEVATION
TO BASEFLOW
EXTEND MATTING
MATTING
COIR FIBER
BANK
INTO THE STREAM
DOWNWARD ANGLE
INSTALLED AT A
ROOT WAD TO BE
> 12" DIAMETER
8' - 12' LONG,
ROOT WAD
MATTING (TYP.)
COIR FIBER
NO. 57 STONE
NCDOT RIPRAP, CLASS B, AND (20%)
OF (40%) NCDOT RIPRAP CLASS 1, (40%)
20" NOM. THICKNESS WELL GRADED MIX
MATTING (TYP.)
COIR FIBER
VANE
ROCK CROSS
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
BANK
TOP OF
RIFFLE
HEAD OF
FOR SIZE)
(SEE NOTE
BOULDERS
RIFFLE
HEAD OF
DRAINAGE, TYPE 2
NCDOT FILTER FABRIC FOR
VANE
ROCK CROSS
AND (20%) NO. 57 STONE
(40%) NCDOT RIPRAP, CLASS B,
OF (40%) NCDOT RIPRAP CLASS 1,
20" NOM. THICKNESS WELL GRADED MIX
IN TRENCH
MATTING
ON 1' CENTERS
ANCHOR TRENCH
ON 1' CENTERS
ANCHOR OVERLAP
3' CENTERS
ANCHORS ON
WIDTH
BANKFULL DESIGN
TRANSITION TO
FOR DETAIL)
(SEE PLATE D-2
ROCK CROSS VANE
CLASS I RIPRAP
PROPOSED NCDOT
ELEVATION
BANKFULL
ROCKS
FOOTER ROCKS)
USED IN PLACE OF
(FOOTER LOGS MAY BE
FOOTER ROCKS
APPROXIMATELY 3' X 2' X 1.5'.
ON EACH SIDE OF THE ROOTWAD TO PIN IT IN PLACE. THE ROCKS SHOULD BE
BANK AND WELL BELOW THE STREAM BED. ROCKS SHOULD BE PLACED
UNDERNEATH THE ROOT WAD IN A TRENCH EXCAVATED PARALLEL TO THE
OF THE ROOT WAD. IN THIS CASE, FOOTER ROCKS SHOULD BE INSTALLED
THIS METHOD REQUIRES THAT A TRENCH BE EXCAVATED FOR THE LOG PORTION
TRENCHING METHOD:FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
DETAILSSTREAM RESTORATION N.T.S.D-2
D-2.DGNPOOL

FOOTER ROCK
HEADER ROCKBANKFULLA
A BANKFULLBBFLOW
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
PLAN VIEW
SECTION A-A
SECTION B-B
PLAN VIEW
SECTION B-B
SECTION A-A
PLAN VIEW
SECTION A-A
SECTION B-B
VANE DETAIL
ROCK J-HOOK
ROCK CROSS VANE DETAIL
CHANNEL BLOCK
NOT TO SCALE
FLOW
LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUAL TO
MINIMUM OF 4' AT AN
KEY IN VANE TO BANK
DIRECTION OF ENGINEER
POOL EXCAVATION PER
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
#57 STONE
NCDOT
HEADER ROCKS IN "J", (TYP.)
LEAVE 6"-9" GAPS BETWEEN
ELEVATION
SEE PROFILE FOR
HEADER ROCK, (TYP.)
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK
2" MIN.#57 STONE, (TYP.)
BED
EXCAVATION POOL
FOOTER ROCK, (TYP.)
J-HOOK VANE CONSTRUCTION
EXCAVATED TRENCH FOR
BED2"
MIN.
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
4. COMPACT BACKFILL AS STATED IN THE SPECIFICATIONS.
BETWEEN HEADERS AND FOOTERS.
3. NCDOT CLASS "A" STONE SHALL BE USED TO REDUCE VOIDS
2. DO NOT EXCAVATE POOL WITHIN 12" OF FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
BANKFULL
#57 STONE
4% TO 10% SLOPEFLOW
ROCKS
HEADER
NOT TO SCALEFLOWA
A
25' MIN.
LENGTH
B
TB
B TB
VARIES
CHANNEL INVERT
FLOW
OF EXISTING CHANNEL
MIN. OF 18" BELOW INVERT
EXTEND CHANNEL BLOCK
VARIES10' (MIN.)
5'
1'
6. COMPACT BACKFILL AS STATED IN THE SPECIFICATIONS.
SPECIFICATIONS IMMEDIATELY AFTER GRADING.
5. INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH THE PROJECT
4. CHANNEL BLOCK SHOULD EXTEND A MINIMUM OF 25' BEYOND THE LIMITS OF THE EXISTING STREAM CHANNEL.
3. BOTTOM OF CHANNEL BLOCK SHOULD BE A MINIMUM OF 18" BELOW THE INVERT OF THE EXISTING CHANNEL.
AS SHOWN ON THE PLANS.
2. CHANNEL BLOCK SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING CHANNEL AND PROPOSED CHANNEL
1. CHANNEL BLOCK SHALL BE INSTALLED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
NOTES:
POOL
FILTER FABRIC

FOOTER ROCKBHEADER ROCK
ABA
FLOW BANKFULLBANKFULLWIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
WIDTH
BANKFULL
1/3
NOT TO SCALE
5. POOL DEPTH SHOULD BE 2 TO 3 TIMES BANKFULL DEPTH.
4. COMPACT BACKFILL AS STATED IN THE SPECIFICATIONS.
BETWEEN HEADERS AND FOOTERS.
3. NCDOT CLASS "A" STONE CAN BE USED TO REDUCE VOIDS
2. DO NOT EXCAVATE POOL WITH 12" OF FOOTER BOULDERS.
VANE ARM TIES INTO BANKFULL.
1. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE
NOTES:
FLOW
MINIMUM
2'
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH
BED
DRAINAGE, TYPE 2
FABRIC FOR
NCDOT FILTER
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
FOOTER ROCK, (TYP.)
EXCAVATED POOL
BANKFULL
HEADER ROCKS
BACKFULL ELEVATION
TIE VANE ARM INTO
4% TO 10% SLOPEFLOW
BED
FOOTER ROCKS
NCDOT #57 STONE
2'
MINIMUM

VARIES
2:1 MAX.1:1 1:1
2:1 EX. SOIL
2:1 EX. SOIL
10:110:1A
A
VARIES
CONSTRUCTION ACCESS ROAD
FLOW
STREAM CHANNEL
CLASS B STONE CLASS B STONE
CL
12" MIN.
VARIES
CROSS PIPE(S) (SEE NOTE)
CLASS B STONE
10:110:1
#57 STONE, 6" DEPTH (MIN.)
FILTER FABRIC
PLAN VIEW
SECTION A-A
NOT TO SCALE
TEMPORARY STREAM CROSSING
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ROCKS
FOOTER
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
DRAINAGE, TYPE 2
FABRIC FOR
NCDOT FILTER
(TYP.)
BACKFILL,
BANKFULL ELEVATION
TIE VANE ARM INTO
CHANNEL
EXISTING
BACKFILL
OF EXISTING CHANNEL
MIN. OF 3' BEYOND LIMITS
EXTEND CHANNEL BLOCK
BACKFILL
UNCOMPACTED
BACKFILL
COMPACTED
NCDOT #57 STONE
MIN. 1.0' DEPTHBACKFILL
COMPACTED
FOR DRAINAGE, TYPE 2
NCDOT FILTER FABRIC
IN PLANS
BE TREATED AS SPECIFIED
NEW STREAMBANK SHALL
CLASS 1
NCDOT RIPRAP
BACKFILL
COMPACTED
BACKFILL
UNCOMPACTED
GRADE
FINISH
1.5'
OFFICER
DIRECTION OF CONTRACTING
POOL EXCAVATED PER
#57 STONE
NCDOT
LOWER
BANKFULL OR SLIGHTLY
ELEVATION EQUALO TO
MINIMUM OF 4' AT AN
KEY IN VANE TO BANK
OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACKELEVATION
SEE PROFILE FOR
HEADER ROCK, (TYP.)
(TYP.)
NCDOT #57 STONE,
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
DRAINAGE, TYPE 2
FABRIC FOR
NCDOT FILTER
(TYP.)
BACKFILL,
SUITABLE
(TYP.)
BACKFILL,
SUITABLE
(TYP.)
BACKFILL,
SUITABLE
(TYP.)
BACKFILL,
SUITABLE
STANDARD SPECIFICATION
WITH SECTION 1005 OF NC DOT
6" #57 STONE IN ACCORDANCE
CONTRACTOR
DETERMINED BY
CROSS PIPE(S) : SIZE
GROUND
NATURAL
GROUND
NATURAL
BANKFULL FLOW, WHICHEVER IS LESS, FROM A 2-YEAR PEAK STORM, WITHOUT OVER TOPPING.
NOTE: PIPE(S) FOR TEMPORARY STREAM CROSSING SHALL BE DESIGNED TO PASS THE PEAK OR FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
DETAILSSTREAM RESTORATION N.T.S.D-3 D-3.DGNFOOTER ROCK, (TYP.)
BED
FLOW

OF THE FOOTER ROCK
A MINIMUM OF 1/3 WIDTH
SET HEADER ROCK BACK
MINIMUM
2'
PROFILE VIEW
PLAN VIEW
CROSS SECTION
ROCK SILL
NOT TO SCALE
FOOTER ROCKSILL ROCK
SILL ROCK
TOP OF BANKTOP OF BANKFLOW
CHANNEL WIDTH
1/3 OF PROPOSED
CHANNEL WIDTH
1/3 OF PROPOSED
CHANNEL WIDTH
1/3 OF PROPOSED
CROSS
CHANNEL WIDTH
1/3 OF PROPOSED
CHANNEL WIDTH
1/3 OF PROPOSED
CHANNEL WIDTH
1/3 OF PROPOSED
WING CROSS WING
INSTALLATION DETAIL
LIVE STAKE
NOT TO SCALE
3/4 LENGTH
(TYP.)
LIVE STAKE
MATTING
COIR FABRIC
(TYP.)
TOP OF BANK
SECTION
3.0'
3.0'
PLAN
FLOW
(TYP.)
LIVE STAKE
BANK
CHANNEL
PROPOSED

3.0 AND 4.0 FEET IN LENGTH.
5. LIVE STAKES SHALL BE 0.5 INCHES TO 1.5" IN DIAMETER AND SHALL BE BETWEEN
4. RECUT THE TIPS OF ANY LIVE STAKES DAMAGE DURING INSTALLATION.
3. DRIVE LIVE STAKE THREE QUARTERS OF ITS LENGTH INTO THE STREAM BANK.
INTO THE GROUND.
2. USE 0.5 INCH TO 0.75 INCH REBAR FOR PILOT HOLES PRIOR TO DRIVING LIVE STAKES
1. SOAK LIVE STAKES FOR 3 TO 5 DAYS FROM ARRIVAL ON SITE TO IMMEDIATELY
NOTES:
DRAINAGE, TYPE 2
FABRIC FOR
NCDOT FILTER
SIGNIFICANT SPACES
NOT BE GAPPED OR HAVE ANY
ROCKS IN VANE ARM SHOULD
ELEVATION
SEE PROFILE FOR
HEADER ROCK, (TYP.)
(TYP.)
NCDOT #57 STONE
CONSTRUCTION
FOR ROCK CROSS VANE
EXCAVATED TRENCH
TO PREVENT WATER FROM CUTTING AROUND STRUCTURE
SILL ROCK SHALL BE SET AT BANKFULL ELEVATION
(VARIES)
ELEVATION
BASE FLOW
ELEVATION
STREAM BED
PROPOSED
ROCKS
BETWEEN
NO GAPS
DIAMETER
A MINIMUM OF THE ROCK
WILL BE PLACED SUBSTRATE
FOOTER ROCKS
(TYP.)
BACKFILL,
SUITABLE
DRAINAGE, TYPE 2
FILTER FABRIC FOR
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
DETAILSSTREAM RESTORATION N.T.S.D-4 D-4.DGN 5' MIN. (TYP.)
TYPICAL SECTION
TOE WOOD STRUCTURE
TOE WOOD STRUCTURE
NOT TO SCALE
FLOW FLOW
FLOWFLOW
STEP 2
TOE WOOD STRUCTURE
STEP 3
TOE WOOD STRUCTURE
STEP 6
TOE WOOD STRUCTURE
STEP 5
TOE WOOD STRUCTURE
STEP 1
TOE WOOD STRUCTURE
STEP 4
TOE WOOD STRUCTURE
FLOWFLOW
4. FOR WOOD STAKE DETAIL, SEE PLATE D-1 COIR MATTING FABRIC DETAIL - ANCHOR DETAIL.
ACCEPTABLE SPECIES SEE PLATE D-5 PLANTING SCHEDULE FOR ZONE 1 (LIVE STAKES).
BEFORE INSTALLATION AND RECUT AT 45 DEGREE ANGLES PRIOR TO INSTALLATION. FOR
3. LIVE STAKES SHALL BE SOAKED FOR 3 TO 5 DAYS FROM ARRIVAL ON-SITE TO IMMEDIATELY
2. COIR MATTING SHALL HAVE A MAXIMUM OPENING SIZE OF 0.25" X 0.25".
NOTES: 1. CONTRACTOR SHALL USE 12 INCH FORMS ON ALL FACES TO ENSURE 95% COMPACTION.
ON TOP ROW OF COMPACTED SOIL LIFTS.
STEP 6: DRIVE WOOD STAKES THROUGH COMPACTED SOIL LIFTS. SPACING SHALL BE A MINIMUM OF 2.0' ON CENTER. INSTALL BARE ROOT PLANTS
REPEAT STEPS 4 AND 5 UNTIL THE TOP ROW IS AT THE BANKFULL BENCH ELEVATION.
WITH BUCKET OF BACKHOE. WRAP EARTHEN MATERIAL WITH COIR FABRIC. THE COIR FABRIC SHALL HAVE A MINIMUM OF 6" OVERLAP.
STEP 5: PLACE COIR FABRIC MATTING ON TOP OF BRUSH MATS AND PLACE 9" LIFT OF EXCAVATED EARTHEN MATERIAL AND COMPACT
STEP 4: PLACE BRUSH MATS ON TOP OF BACKFILL.
STEP 3: BACKFILL AROUND FOOTER LOGS WITH EXCAVATED EARTHEN MATERIAL AND COMPACT WITH BUCKET OF BACKHOE.
STEP 2: PLACE ROOTWADS CANTILEVERED OVER FOOTER LOGS.
ARE MEASURED FROM THE TANGENT OF THE CHANNEL BEND TO THE INSIDE FACE OF FOOTER LOG.
STEP 1: EXCAVATE CHANNEL BANK AND INSTALL FOOTER LOGS AS SHOWN. ANGLES FOR FOOTER LOG PLACEMENT
CONSTRUCTION SEQUENCE
EARTH MATERIAL
EXCAVATED
BACKFILL WITH
CHANNEL
TOE OF STREAM
ROOT WAD (TYP.)
EXISTING CHANNEL
WOOD STAKE (TYP.)
PROPOSED CHANNEL
(MIN. 6" OVERLAP)
IN COIR MATTING
SOIL LIFT WRAPPED
9" COMPACTED
ROOT WAD
FOOTER LOG
FOOTER LOG #2
FOOTER LOG #1
FOOTER LOG #3
CHANNEL
TOE OF STREAM
CHANNEL
TOE OF STREAM
CHANNEL
TOE OF STREAM
COIR MATTING
LIFTS WRAPED IN
COMPACTED SOIL
CHANNEL
TOE OF STREAM
WOOD STAKE (TYP.)
CHANNEL
TOE OF STEAM
(TYP.)
LIVE STAKES
LIVE STAKES
LIVE STAKES
FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
TYPICAL SECTION
STREAM RESTORATION PLANTING ZONES
N.T.S.ANSI DD-5 D-5.DGNZONE 1
ZONE 1
STREAM RESTORATIONPLANTING ZONESTYPICAL PLAN AND SECTIONZONE 2
ZONE 3
ZONE 2
ZONE 1
ZONE 1
ZONE 2
BANKFULL BENCH
RIPARIAN BUFFER RIPARIAN BUFFER
BANKFULL BENCH
NOTE: ZONES 3 AND PM NOT SHOWN. LOCATIONS WILL VARY. SEE PLANTING PLANS FOR LOCATIONS.
SCIENTIFIC NAMECOMMON NAME
DEER TONGUE
SCIENTIFIC NAMECOMMON NAME
TEMPORARY SEEDING SCHEDULE - ALL ZONES
5
10
20
50
5
ZONE 2
SCIENTIFIC NAMECOMMON NAME
SCIENTIFIC NAMECOMMON NAME
HAZEL ALDER
BLACK WILLOW
SILKY DOGWOOD
SWAMP TULIP
GREEN ASH
RIVER BIRCH
WATER OAK
EASTERN COTTONWOOD
SPACING
SPACING
8.0'
8.0'
8.0'
8.0'
8.0'
8.0'
DENSITY (STEMS/AC.)
PLANTING SCHEDULE - ZONE 2 (BARE ROOTS)
SCIENTIFIC NAMECOMMON NAME
WINTERBERRY
SPACING
PLANTING SCHEDULE - ZONE 3 (BARE ROOTS)
BLACKHAW
3.0'
3.0'2,420
2,420
DENSITY (STAKES/AC.)
DENSITY (STAKES/AC.)
8.0'
8.0'
340
340
115
NOTE: ALL SPECIES SHALL BE EQUALLY MIXED AND DISTRIBUTED THROUGH PLANTING ZONE.
NOTE: ALL SPECIES SHALL BE EQUALLY MIXED AND DISTRIBUTED THROUGH PLANTING ZONE.
RYE
ZONE 3 (UTILITY EASEMENT)
ZONE PM (PERMANENT MANAGED VEGETATION)
NO PLANTING ON INSIDE OF BENDS
ZONE 1 (EDGE OF WATER TO TOP OF BANKFULL BENCH)
ZONE 2 (BANKFULL BENCH AND RIPARIAN BUFFER)
PERMANENT SEEDING SCHEDULE (ALL ZONES)
RICE CUT GRASS
SOFT RUSH
SWITCH GRASS
IRONWEED
5
5
SWAMP SUNFLOWER
JOE PYE WEED
%
NOTE: SEED RATE SHALL BE A MINIMUM OF 10 LBS/AC.
LATE WINTER TO EARLY SPRING SEEDING
BROWNTOP MILLET
%
70
30
35
15
RATE (LBS/AC.)
TEMPORARY SEEDING SCHEDULE - ALL ZONES
80
60
60
30
SOIL AMENDMENTS

APPLY SOIL AMENDMENTS ACCORDING TO THE FOLLOWING TABLE:
REGION
AREA OF CUT
NON-CUT AREAS
LIME N P2O2 K2O
0
0
90
90
AMENDMENT ADDITON (LBS/AC.)
MULCH
NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL.
NETTING OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET
APPLY 4,000 LBS/AC. STRAW. ANCHOR STRAW BY TACKING WITH
115
115
115
115
115
ALNUS SERRULATA
SALIX SYVLATICA
CORNUS AMOMUM
NYSSA SYVLATICA
FRAXINUS PENNSYLVATICA
BETULA NIGRA
QUERCUS NIGRA
POPULUS DELTOIDES
ILEX VERTICILLA
VIBERNUM PRUNIFOLIUM
SECALE CEREALE
LEERSIA ORYZIDES
JUNCUS EFFUSUS
VERONIA NOVEBORACENSIS
HALLIANTHUS ANGUSTIFOLIUS
EUPATORIUM FISTULOSUM
PANICUM CLANDESTIUM
PANICUM VIRGATUM
PANICUM RAMOSUM
ZONE 2ZONE 1 ZONE 1ZONE 2
(N.T.S.)
PLANTING ZONE - TYPICAL PLAN
STREAM RESTORATION
COMMON NAME SCIENTIFIC NAME
100
PLANTING SCHEDULE - ZONE PM (PERMANENT MANAGED VEGETATION)
KENTUCKY 31 TALL FESCUE FESTUCA ARUNDINACEA
APPLICATION RATE (LBS/ACRE)
PLANTING SCHEDULE - ZONE 1 (LIVE STAKES)*
* SEE PLATE D-3 FOR LIVE STAKE INSTALLATION DETAIL.
PLACE 3" OF TOPSOIL ON ALL SLOPES 3:1 OR STEEPER.
TOPSOIL FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
®STORMWATER BMP DETAILSFLANGE AND ORIFICE PLATE DETAIL
STRUCTURE
CONCRETE
COMPROMISE STRUCTURE INTEGRITY)
VERIFY THAT CORING DOES NOT
(NOTE: CONTRACTING OFFICER TO
CONTRACTING OFFICER'S DIRECTION
STRUCTURE AND GROUT PER
CORE 18-IN HOLE THROUGH CONCRETE
SECTION VIEW
NTS
ISOMETRIC VIEW
NTS
ORIFICE PLATE
NTS
PVC FLANGE
NTS
PVC FLANGE SIDE VIEW
NTS
NOTE: INSTALL FLANGE SO THAT THE BOLT HOLES ARE
ROTATED 15° FROM THE X AND Y CENTERLINE AXIS
X
Y
7.5-IN (TYP.)
2-IN (TYP.)
14-IN 15.5-IN 21-IN (TYP.)
1
8-IN THICK C.R.
STEEL PLATE
21-IN
1
1
8-INØ BOLT HOLES
X
Y
ORIFICE
DIMENSION AND
INVERT ELEV.
SEE OUTLET
SCHEDULE THIS
PAGE
6-IN
14-IN ± 1-IN
4-IN
(TYP.)ORIFICEPLATE
ORIFICE
STEEL
ORIFICE PIPE
14-IN PVC
FLANGE
14-IN PVC
ORIFICE PIPE
PAGE
SCHEDULE THIS
SEE OUTLET
CENTERLINE ELEV.
FLANGE
(6-IN TYP.)
STRUCTURE
CONCRETE
14-IN PVC PIPE
ELEVATION OF
SPECIFY INVERT
OFFICER TO
CONTRACTING
PLATE
ORIFICE
STEEL
1/8-IN C.R.
PIPE
TO 14-IN PVC ORIFICE
PIECE FLANGE GLUED
MOLDED CLASS 150 ONE
SUBSTITUTE
OR APPROVED
MOLDED CLASS 150)
(PVC INJECTION SEE OUTLET
SCHEDULE THIS
PAGE FOR ELEV
BOLTS
STAINLESS STEEL
LENGTH)
-IN (MIN.2
11-IN X 5
NOTES:
1. DEBRIS SHIELD TO BE CONSTRUCTED FROM 1/8-IN
STAINLESS STEEL AND WELDED TO ANGLE SUPPORT
BRACE.
2. CONTRACTOR TO ENSURE SURFACE OF CONCRETE
STRUCTURE IS CLEAN OF SOIL, DEBRIS, AND AESTHETIC
FASCIA MATERIAL PRIOR TO DEBRIS SHIELD
INSTALLATION.
3. MAINTAIN A MINIMUM OF 8-INCHES EDGE DISTANCE
FROM CENTERLINE OF ANY ANCHOR BOLT TO ANY
EDGE OF CONCRETE INCLUDING CONCRETE JOINTS.
4. INSTALL ANCHOR BOLTS IN STRICT ACCORDANCE TO
MANUFACTURER'S INSTRUCTIONS.
TOP VIEW
NTS
FRONT VIEW
NTS
SECTION VIEW
NTS
ISOMETRIC VIEW
NTS
DETAIL A
NTS
DETAIL B
NTS
HASP DETAIL
NTS
DEBRIS SHIELD
OPEN TO
BOTTOM
12-IN
CONCRETE
STRUCTURE
24-IN
STAINLESS STEEL
PIANO HINGE
MAX ROM = 270°
1
8 IN WELD
DETAIL B
HASP
SEE DETAIL
STAINLESS STEEL
SUPPORT BRACE
L 4 IN X 4 IN X 1/4 IN
316 S.S ANGLE
(TYP.)
EXISTING 14-IN DIA
SCH 80 PVC ORIFICE PIPE
29-IN
21-IN
CONCRETE STRUCTURE
DETAIL A
8-IN
6-IN (MIN.)
(TYP.)
8-IN
(TYP.)
EXISTING 14IN DIA
PVC FLANGE
CL EL
DEBRIS SHIELD OPEN
TO BOTTOM
DEBRIS SHIELD
CONCRETE STRUCTURE
EXISTING
14IN DIA
SCH 80 PVC
ORIFICE
PIPE
12-IN
24-IN
HASP
STAINLESS STEEL
PIANO HINGE
CONCRETE
STRUCTURE
EXISTING
ORIFICE PIPE
STAINLESS STEEL
DEBRIS SHIELD
1/8-IN. SS
DEBRIS
SHIELD
5/8 IN DIA. S.S.
EXPANSION ANCHOR EMBEDDED
2 3/4-IN (MIN.)
STAINLESS STEEL
SUPPORT BRACE
L 4 IN X 4 IN X 1/4 IN
316 S.S ANGLE (TYP.)
1/8
GAGE 1 1/2-IN MIN.
2 3/4 IN (MIN.)
1/8
3-IN
6-IN
HOLES SHALL BE
VERT. LSL (TYP.)
1/8-IN. SS
DEBRIS
SHIELD
5/8 IN DIA. S.S.
EXPANSION
ANCHOR EMBEDDED
2 3/4-IN (MIN.)
STAINLESS STEEL
SUPPORT BRACE
L 4 IN X 4 IN X 1/4 IN
316 S.S ANGLE
(TYP.)
O.C.
1
8
1
8
LOCKING 316 S.S. HASP
MIN. EYE ID = 7
16 IN
DEBRIS SHIELD DETAIL
WATER QUALITY OUTLETN.T.S.D-6.DGND-6 FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSSHEET TITLE 3ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
A
Pipe Dia. (in.)
(in.)
Dimension A
B (in.)
Barrel Length
C (in.)
Lay Length
D (in.)
Flair Width
(lbs.)
Weight
12"4.00"45.40"72.00"24.0"1350 lbs.
15"6.00"42.50"72.00"30.0"1930 lbs.
18"10.0"46.00"73.00"36.0"2160 lbs.
24"12.0"30.00"73.50"48.0"3060 lbs.
30"14.0"19.75"73.75"60.0"4320 lbs.
36"18.0"34.75"97.75"72.0"7640 lbs.
42"21.0"29.50"96.00"78.0"11,000 lbs.
48"24.0"20.30"96.00"84.0"12,100 lbs.
54"27.0"25.50"96.00"90.0"10,600 lbs.
60"30.0"30.50"96.00"96.0"12,770 lbs.
72"34.0"11.50"96.00"108.0"16,875 lbs.
Section A-A
Plan View
End View
D
C
B
Pipe DiameterA
D
Isometric View
(For Reference Only)
Available with Bell or Spigot Joint
CIRCULAR RCP FLARED END SECTION
®STORMWATER BMP DETAILSCONCRETE FLARED END SECTIOND-7 N.T.S.D-7.DGNFILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
WET POND/WETLAND PLANTING ZONES
Alt
Alt
Main
Main
Main
Main
Alt
Main

Alt
Alt
Main
Main
Main

Alt
Alt
Alt
Alt
Alt
Main
Main
Main
Main
Main
Main
Main

Main
Alt
Main
Main

Alternate Species
Main or

Alternate Species
Main or

Alt
Alt
Main
Main
Main
Main
Alt
Main

Alt
Alt
Main
Main
Main

Alt
Alt
Alt
Alt
Alt
Main
Main
Main
Main
Main
Main
Main

Main
Alt
Main
Main

PLANTING SCHEDULE
®STORMWATER BMP DETAILSBMP PLANTING PLAND-8
PLANT LIST TEMPORARY SEEDING
SEEDING
(ALL ZONES EXCLUDING WATER)
WET POND/WETLAND/BIORETENTION
GRADING.
ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING THE COMPLETION OF
NOTE: GROUND COVER (SEEDING, MULCH AND/OR NETTING) SHALL BE ESTABLISHED
TOOL.
A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING
A MULCH ANCHORING TOOL.
MULCH: APPLY 4,000 LBS/AC. STRAW. ANCHOR STRAW BY TACKING WITH NETTING OR
LBS/ACJAN. 1 - AUG 15; 1,000 LBS/AC AUG. 15 - DEC. 30.
FERTILIZER: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 10-10-10 AT 750
LIME: 2,000 LBS/AC AGRICULTURAL LIMESTONEOR BY SOIL TEST.
(REFER TO TABLES ON THIS PLATE).
2. DISTRIBUTE SEED EVENLY OVER ENTIRE AREA AT THE RATE SPECIFIED
EQUIPMENT TO BROADCAST SEED.
1. USE APPROVED MECHANICAL HAND SEEDERS OR OTHER APPROVED
SEEDING SPECIFICATIONS:
DISTANCE.
NO PLANT SHOULD BE CLOSER TO ANY OTHER PLANT THAN 50 PERCENT OF ITS RECOMMENDED SPACING SPACING.
ISLANDS, THE HERBACEOUS PLANTS SHOULD BE PLANTED IN RANDOM LOCATIONS WHILE ACHIEVING THE AVERAGE SPECIFIED
LANDSCAPE ISLANDS. HERBACEIOUS PLANTS SHOULD BE INCLUDED IN THE LANDSCAPE ISLANDS. OUTSIDE THE LANDSCAPE
IN THE ABOVE TABLE SHOULD BE APPLIED AS THE AVERAGE DISTANCE BETWEEN PLANTS, BOTH WITHIN AND BETWEEN THE
FENCES OR OTHER BARRIERS, THE SETBACK DISTANCE SHOULD ALSO BE A MINIMUM OF SIX FEET. THE SPECIFIED SPACING
THE HERBACEOUS SPECIES. THE LANDSCAPED ISLANDS SHOULD BE A MINIMUM OF SIX FEET APART, AND IF SET BACK FROM
TREES OR SHRUBS SHOULD BE PLANTED IN CLUMPS TO FORM 'LANDSCAPE ISLANDS' RATHER THAN EVENLY SPACED WITH
German Millet
Annual Rye
Common Name
Setaria italica var. 'Stramineofructa'
Secale cereale
Scientific Name
May 1 - Aug. 15
Aug. 15 - May 1
Dates
40
120
Rate (lbs/acre)
Festuca arundinacea (Schedonorous phoenix; KY 31 Tall Fescue)
Species (Cultivar; Common Name)
100
(lbs/acre)
Rate
Application
Verbena hastata (Blue vervain)
Rudbeckia hirta (Black-eyed susan)
Desmodium canadense (Showy tick trefoil)
Iris versicolor (Blue flag iris)
Helenium autumnale (Sneezeweed)
Elymus virginicus (Virginia wild rye)
Carex vulpinoidea (Fox sedge)
Agrostis stolonifera (Creeping bentgrass)
Species (Common Name)
4
4
4
5
4
28
23
28
Mix
Percent of
NOTE: APPLY AT 25 LBS/ACRE
WET POND/WETLAND ZONES 3 AND 4
(APPLIES TO WET POND/WETLAND)
ZONE PM: PERMANENT MANAGED VEGETATION
Schizachyrium scoparium
Eupatorium perfoliatum
Eupatoriadelphus dubius
Athyrium asplenioides
Andropogon glomeratus
Alnus serrulata
Hamamelis virginiana
"nudiflorum)"""
(Rhododendron
periclymenoides
Rhododendron
Impatiens capensis
Carex stricta
Hibiscus coccineus
Juncus effusus
Bidens aristosa
Juncus coriaceus
Iris virginica
Iris versicolor
Eleocharis obtusa
Carex stricta
Saururus cernuus
Rhynchospora colorata
Pontederia cordata
Peltandra virginica
Juncus effusus
Eleocharis quandrangulata
Dulichium arundinaceum
Sagittaria latifolia
Nelumbo lutea
Nymphaea odorata
Nuphar luteum
Little Bluestem
Boneset
Joe Pye Weed
Southern Lady Fern
Bushy Beardgrass
Tag Alder
Witch Hazel
Pinxter Azalea

"Jewelweed, Touch-me-not"
Tussock Sedge
Red Hibiscus
Soft rush
Tickseed sunflower

Leathery Rush
Southern Blue Flag
Blue Flag Iris
Spikerush
Tussock Sedge
Lizard’s Tail
White top sedge
Pickerelweed
Arrow arum
Soft rush
Perennial Eleocharis
Three-Way Sedge

Duck Potato
Yellow Lotus
White (Native) Water Lily
Yellow Cowlily or Spatterdock

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Decid. Shrub
Decid. Shrub
Decid. Shrub

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous

Emergent/Herbaceous
Aquatic
Aquatic
Aquatic

Plug
Plug
Plug
Plug
Plug
Gallon
Gallon
Gallon

Plug
Plug
Plug
Plug
Plug

Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug

Plug
Bare root
Bare root
Bare root
Zone 1
Zone 2
Zone 3
Zone 4
Botanical Name

Common Name

Classification

Type
WET POND/WETLAND ZONE 1 THROUGH 4
N.T.S.D-8.DGNFILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
C
4 5
A
B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003Botanical Name

Common Name

Classification

Type
Zone 1
Zone 2
Zone 3
Zone 4

Little Bluestem
Boneset
Joe Pye Weed
Southern Lady Fern
Bushy Beardgrass
Tag Alder
Witch Hazel
Pinxter Azalea

"Jewelweed, Touch-me-not"
Tussock Sedge
Red Hibiscus
Soft rush
Tickseed sunflower

Leathery Rush
Southern Blue Flag
Blue Flag Iris
Spikerush
Tussock Sedge
Lizard’s Tail
White top sedge
Pickerelweed
Arrow arum
Soft rush
Perennial Eleocharis
Three-Way Sedge

Duck Potato
Yellow Lotus
White (Native) Water Lily
Yellow Cowlily or Spatterdock

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Decid. Shrub
Decid. Shrub
Decid. Shrub

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous

Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous
Emergent/Herbaceous

Emergent/Herbaceous
Aquatic
Aquatic
Aquatic

Plug
Plug
Plug
Plug
Plug
Gallon
Gallon
Gallon

Plug
Plug
Plug
Plug
Plug

Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug
Plug

Plug
Bare root
Bare root
Bare root

Schizachyrium scoparium
Eupatorium perfoliatum
Eupatoriadelphus dubius
Athyrium asplenioides
Andropogon glomeratus
Alnus serrulata
Hamamelis virginiana
"nudiflorum)"""
(Rhododendron
periclymenoides
Rhododendron
Impatiens capensis
Carex stricta
Hibiscus coccineus
Juncus effusus
Bidens aristosa
Juncus coriaceus
Iris virginica
Iris versicolor
Eleocharis obtusa
Carex stricta
Saururus cernuus
Rhynchospora colorata
Pontederia cordata
Peltandra virginica
Juncus effusus
Eleocharis quandrangulata
Dulichium arundinaceum
Sagittaria latifolia
Nelumbo lutea
Nymphaea odorata
Nuphar luteum
1.5
2
2
1
0.5
6.5
6.5
6.5

2
1
2
0.5
2

0.5
1
2
0.5
1
2
1
1
0.5
0.5
0.5
1

2
4
3
4
on center)
Spacing (feet on center)
Spacing (feet

1.5
2
2
1
0.5
6.5
6.5
6.5

2
1
2
0.5
2

0.5
1
2
0.5
1
2
1
1
0.5
0.5
0.5
1

2
4
3
4

Site
0.38
SB-1
0.00
SB-1
0.00
SB-11
0.15
SB-11
0.00
SB-10
0.83
SB-10
Site
Area (acre)
Area (acre)
Common Name
KY 31 Tall Fescue
Seeding Area
Common Name
Zone: PM Managed Permanent Vegetation
Seeding mix zones 3 and 4
EBBEBBJTSPOST SPACING 10 FT MAXIMUM
48" SAFETY FENCE, 72" T-POSTS
GENERAL NOTES AND DETAILSFLOW
D-9.DGND-9EROSION & SEDIMENT CONTROLBANK
STREAM
DIKE (TYP)
TEMPORARY
FLOW
SUMP
P HOSES
INTAKE
HOSES
DISCHARGE
P
BAG
SILT
PUMP
DEWATERING
WORK AREA
A A
SHEETING
IMPERVIOUS
FOOT MIN.
BASE FLOW + 1
SAND BAGS
RIP RAP OR
DISSIPATOR
ENERGY
FLOW
BYPASS-PUMPING DETAIL
NTS
48"
SAFETY FENCE DETAIL
NTS
DEWATERING BAG DETAIL
HOSE
PUMP DISCHARGE TIE DOWN STRAP
SIDE VIEW
BAG
DEWATERING
WATER
FILTERED
TEMPORARY DIKE
SECTION A-A
PUMP
DIVERSION
PUMP
DIVERSION

MULCH ALL REMAINING DISTURBED AREAS.
AND TEMPORARY CONSTRUCTION ENTRANCES. SEED AND
CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE
PERMANENTLY STABILIZED TO THE SATISFACTION OF THE
11. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN
SPECIFICATIONS.
APPROPRIATE AND IN ACCORDANCE WITH THE PLANS AND
10. REMOVE TEMPORARY DIKES. STABILIZE ALL DISTURBED AREAS AS
SEED AND MULCH.
WITH ROCK PADS AND BACKFILL. STABILIZE DISTURBED AREA WITH
9. REMOVE BYPASS AND DE WATERING PUMPS. REMOVE SILT BAGS
EACH DAY'S WORK.
DETERMINING THE LOCATION OF THE IMPERVIOUS DIKE(S) FOR
EACH STREAM SEGMENT. THE CONTRACTOR IS RESPONSIBLE FOR
SHEET ONLY SHOW THE UPPER AND LOWER EXTENT OF WORK FOR
DIKES. THE IMPERVIOUS LOCATIONS AS SHOWN ON THIS
DAY WITHIN THE PUMP AROUND AREAS BETWEEN THE IMPERVIOUS
8. ALL GRADING AND STABILIZATION MUST BE COMPLETED IN ONE
IMPERVIOUS DIKES FIRST).
PUMPS. AND TEMPORARY FLEXIBLE HOSE. (DOWNSTREAM
REMOVAL OF IMPERVIOUS DIKES. REMOVE IMPERVIOUS DIKES,
7. EXCAVATE ANY ACCUMULATED SILT AND DEWATER BEFORE
THE SCHEDULE SHOWN ON PLATE D-5.
THE MANUFACTURER'S INSTRUCTIONS. SEEDING SHALL FOLLOW
IN THE DETAIL SHOWN ON PLATE D-1 OR IN ACCORDANCE WITH
SEEDING. COIR FIBER MATTING SHALL BE INSTALLED AS SHOWN
WORK AREA BY ADDING TOP SOIL, COIR FIBER MATTING, AND
6. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE
DISCHARGE AS SHOWN ON THE DETAIL .
WORK AREA SHALL PASS THROUGH A DEWATERING BAG PRIOR TO
PUMP TO MAINTAIN A DRY WORK AREA. WATER PUMPED FROM THE
5. DE·WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING

IN A MANNER THAT IS NON-EROSIVE.
DIKE WHERE IT CAN DISCHARGE INTO THE EXISTING CHANNEL
PUMP THE CLEAN WATER DOWNSTREAM OF THE DOWNSTREAM
THE UPSTREAM SIDE OF THE DIKE AS SHOWN IN THE DETAIL.
4. BEGIN PUMP-AROUND OPERATION BY PLACING INTAKE LINE ON

STABILIZED IN ONE WORKING DAY.
UPON THE LENGTH OF STREAM THAT CAN BE CONSTRUCTED AND
3. THE LENGTH BETWEEN THE TEMPORARY DIKES SHALL BE BASED
THE DETAIL.
DIKE AT THE UPSTREAM AND DOWNSTREAM WORK LIMIT AS SHOWN IN
2. ARRANGE PUMP-AROUND EQUIPMENT. INSTALL TEMPORARY IMPERVIOUS
TEMPORARY FLEXIBLE HOSE.
1. INSTALL SILT BAGS WITH ROCK PADS. INSTALL UPSTREAM PUMP AND
SEQUENCE OF CONSTRUCTI0N FOR TYPICAL WORK AREA:

CONTRACT DRAWINGS. PROVIDE TEMPORARY AND PERMANENT SEEDING ALL DISTURBED AREAS IMMEDIATELY THAT WILL NOT BE DISTURBED WITHIN 7 DAYS.
18. INSTALL ALL CONTROL MEASURES PRIOR TO COMMENCING CONSTRUCTION WORK. CLEAR AND GRUB AREAS OF SITES SUFFICIENT TO INSTALL EROSION CONTROL MEASURES SHOWN ON THE
CONSTRUCTION ENTRANCES. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
17. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE SATISFACTION OF THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY
SHOWN IN THE DETAIL ON THE PLANS OR IN ACCORDANCE WITH THE MANUFACTURER’S INSTRUCTIONS.
16. WHEN CONSTRUCTION FOR THE DAY IS COMPLETE, STABILIZE WORK AREA BY ADDING TOP SOIL, EROSION CONTROL MATTING, AND SEEDING. EROSION CONTROL MATTING SHALL BE INSTALLED AS
DISCHARGE AS SHOWN ON THE DETAIL.
15. DE-WATER WORK AREA, IF NECESSARY, THROUGH A DE -WATERING PUMP TO MAINTAIN A DRY WORK AREA. WATER PUMPED FROM THE WORK AREA SHALL PASS THROUGH A SILT BAG PRIOR TO
14. INSTALL TEMPORARY DIKES AND BYPASS PUMPING SYTEM FOR UPSTREAM PORTION OF STREAM RESTORATION WORK .
STAGING/STOCKPILE AREA IS APPROVED BY THE STATE.
CONTRACTING OFFICER AND THE NCDEQ ENERGY, MINERAL AND LAND RESOURCES DIVISION. NO CONSTRUCTION WORK CAN START UNTIL THE CONTRACTOR'S EROSION AND SEDIMENT PLAN FOR THE TEMPORARY
FOR REVIEW AND APPROVAL THE EROSION AND SEDIMENT CONTROL PLAN FOR THE TEMPORARY STAGING/STOCKPILE AREA PRIOR TO THE START OF ANY CONSTRUCTION ON THE SITE TO THE
13. PREPARE STAGING AND STOCKPILING AREAS IN LOCATIONS AS SHOWN OR NOTED ON THE CONSTRUCTION PLANS OR AS APPROVED BY THE CONTRACTING OFFICER. THE CONTRACTOR SHALL SUBMIT
PROJECT IS ENCOMPASSED WITH SILT FENCE AND/OR TREE PROTECTION FENCING. SCHEDULE ON-SITE INSPECTION OF MEASURES BEFORE ANY MORE WORK BEGINS.
12. INSTALL ALL PERIMETER EROSION CONTROL MEASURES SUCH AS TEMPORARY SILT FENCE AND CONSTRUCTION ENTRANCES. INSTALL TREE PROTECTION FENCE AS SHOWN ON PLANS SO THE ENTIRE
11. CONSTRUCT ACCESS ROAD AS SHOWN ON PLANS. THE CONTRACTOR SHALL MAINTAIN THE ACCESS ROAD THROUGHOUT THE SEQUENCE OF CONSTRUCTION.
10. INSTALL TEMPORARY CONSTRUCTION ENTRANCES.
PROVIDE PERMANENT GROUND COVER ON ALL DISTURBED AREAS WITHIN 21 CALENDAR DAYS
9. STOCKPILE AND SEPARATE ALL SOIL SUITABLE FOR FILL OR TOPSOIL IN THE AREA INDICATED ON THE CONSTRUCTION PLANS. ANY SOIL UNSUITABLE FOR FILL SHALL BE DISPOSED OF AS DIRECTED.
DISTURBED, OR GRADED AS PART OF THIS CONTRACT ARE TO BE SEEDED IN ACCORDANCE WITH SPECIFICATION SECTION 32 92 19.
8. ALL OPEN EARTH AREAS INCLUDING SLOPES NOT RIPRAPPED, SWALES, DITCHES AND ALL OTHER OPEN EARTH AREAS SCARRED,
7. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED AFTER THE AREA HAS BEEN STABILIZED IN ACCORDANCE WITH SPECIFICATION SECTION 32 92 19.
EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, JUNE 1, 2006 - CHAPTERS 6, AND 8 REVISED MAY, 2013.
6. THE CONTRACTOR SHALL CONSTRUCT AND INSTALL TEMPORARY AND PERMANENT EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NORTH CAROLINA
5. THE AREA OF BARE SOIL EXPOSED AT ANY ONE TIME BY CONSTRUCTION OPERATIONS SHOULD BE KEPT TO A MINIMUM.
4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING EROSION AND SEDIMENT CONTROL MEASURES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL LAWS AND REGULATIONS.
THE EROSION AND SEDIMENT RUNOFF FROM THE CONSTRUCTION SITE.
3. THE CONTRACTOR'S CONSTRUCTION ACTIVITIES SHALL BE SCHEDULED IN SUCH A MANNER THAT THE EROSION AND SEDIMENT MEASURES SELECTED AND MAINTAINED BY THE CONTRACTOR CONTROLS
ONLY NEW CHANNEL WORK SHALL BE PROTECTED WITH SEED. STRAW. COIR FIBER MATTING AND LIVE STAKES. ALL OTHER DISTURBED AREAS SHALL BE PROTECTED WITH SEED, FERTILIZER, AND STRAW.
GRADING OF NEWLY DESIGNED STREAM INCLUDES BACKFILLING OF EXISTING CHANNEL. CONSTRUCT ONLY A PORTION OF THE CHANNEL THAT CAN BE COMPLETED AND STABILIZED WITHIN THE SAME DAY.
2. STREAM RESTORATION WORK SHALL BE CONSTRUCTED FROM THE UPSTREAM WORKING IN THE DOWNSTREAM DIRECTION. CONSTRUCT THE PROPOSED STREAM CHANNEL TO THE GRADE SPECIFIED.
OF CONSTRUCTION IS SUBJECT TO THE APPROVAL OF THE CONTRACTING OFFICER AND PRIOR TO THE START OF ANY RELATED WORK.
1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE FOLLOWING SEQUENCE OF CONSTRUCTION IN ACCORDANCE WITH THE CONSTRUCTION PLANS. ANY CHANGES OR IMPROVEMENTS TO THE SEQUENCE
GENERAL NOTES:
ADDED FLOW)
UNDERLAY (FOR
AGGREGATE
STEEL: 72" T-POST DRIVEN
MAXIMUM MESH SIZE OF 2 INCHES
POLYETHELENE SAFETY FENCE
48" HIGH DENSITY ORANGE
FINISHED GRADE
SAFETY FENCE TO POST
WIRE OR ZIP TIES TO SECURE
20" MIN. BELOW GRADE N.T.S.FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003
®
D-10 EROSION CONTROL DETAILSTEMPORARYD-10.DGNN.T.S.FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
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of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003

SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS
(6' MAX.) EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE
8' MAX STANDARD STRENGTH FABRIC WITH WIRE FENCE
MINIMUM.
BE 14 GAUGE
WIRES SHALL
VERTICAL
MIDDLE AND
2' PENETRATION
STEEL POSTS
TEMPORARY SILT FENCE NOTES:
FENCE FABRIC SHALL BE A MINIMUM OF 32" IN WIDTH AND
SHALL HAVE A MINIMUM OF 6 LINE WIRES WITH 12" STAY
SPACING.
FILTER FABRIC SHALL HAVE A MINUMUM OF 36" WIDTH.
FILTER FABRIC SHALL BE FASTENED ADEQUATELY TO
THE FENCE FABRIC AS DIRECTED BY THE CONTRACTING OFFICER.
STEEL POSTS SHALL BE 5 FEET IN HEIGHT AND BE OF THE
SELF-FASTENER ANGLE STEEL TYPE.
TEMPORARY SILT FENCE SHALL BE INSTALLED IN ACCORDANCE WITH
3.
2.
1.
THE TRENCH
FORWARD ALONG
8" DOWN & 4"
FILTER FABRIC
NOT TO SCALE
STEEL POST

POST
STEEL
WIRE FABRIC
FILTER FABRIC
FABRIC
WIDTH FILTER
36" MIN
FABRIC32"3'-0"2'
8"MIN.
COMPACT THOROUGHLY
BAKFILL TRENCH AND
ALONG TRENCH.
8" DOWN AND 4" FORWARD
ANCHOR FILTER FABRIC SKIRT
GROUND LINE
FILL SLOPE
4"MIN.NC EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL.
4.

10 GAUGE MINIMUM.
STRAND SHALL BE
TOP AND BOTTOM
10' MI
N.
PAVED ROADS
BORDERING PROJECT SITE
10'
MIN.
10'
MIN.MI
N.50' MIN.8"12'
MIN.
NCDOT CLASS A STONE
FILTER FABRIC
NOT TO SCALE
ROADWAYS OR INTO STORM DRAINS SHALL BE REMOVED IMMEDIATELY.
SPILLED, DROPPED, WASHED, OR TRACKED FROM VEHICLES OR SITE ONTO
CLEANOUT OF ANY STRUCTURES USED TO TRAP SEDIMENT. ALL MATERIALS
NCDOT CLASS A STONE, AS CONDITIONS DEMAND AND REPAIR AND/OR
OR RIGHTS-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
WILL PREVENT TRACKING OR FLOW OF MUD ONTO PUBLIC STREETS
THE ENTRANCE/EXIT SHALL BE MAINTAINED IN A CONDITION WHICH
NOTES CONSTRUCTION ENTRANCE/EXIT:

AND MULCH ALL REMAINING DISTURBED AREAS.
THE CONTRACTING OFFICER, REMOVE TEMPORARY SILT FENCE AND TEMPORARY CONSTRUCTION ENTRANCES. SEED
4. ONCE CONSTRUCTION IS COMPLETE AND ALL AREAS HAVE BEEN PERMANENTLY STABILIZED TO THE SATISFACTION OF

OTHER THAN WHAT IS SHOWN ON THE PLANS FOR STOCKPILE AREA WITH APPROVAL FROM THE CONTRACTING OFFICER.
STOCKPILE AND STAGING AREAS AND BETWEEN ACCESS ROAD AND STREAM. ADDITIONAL AREAS MAY BE USED
3. INSTALL THE TEMPORARY SILT FENCE AS SHOWN ON THE PLANS (ACCORDING TO NCDOT STD. 1605.01) AROUND
TO DRAIN. INSTALL ROADSIDE SWALES AND CHECK DAMS AS REQUIRED.
2. CONTRACTOR SHALL INSTALL TEMPORARY ACCESS ROADS AS REQUIRED. ACCESS ROADS SHALL BE SLOPED
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE ACCORDING TO NCDOT STD. 1607.01 AND AS SHOWN.
EROSION CONTROL CONSTRUCTION SEQUENCE NOTES:

PERFORMED BY THE CONTRACTOR.
IMPROVED MAINTENANCE OR INSTALLATION OF ADDITIONAL MEASURES, AS APPROPRIATE TO CORRECT THE DEFICIENCY, BE
THE SEDIMENT CONTROL MEASURES ARE NOT FUNCTIONING EFFECTIVELY, THE CONTRACTING OFFICER WILL DIRECT THAT
4. THE CONTRACTOR SHALL MONITOR THE SITE CLOSELY TO DETECT SEDIMENT LEAVING THE SITE. IF IT IS DETERMINED THAT

SHALL CALL THIS TO THE ATTENTION OF THE CONTRACTING OFFICER WHO WILL DIRECT APPROPRIATE ADJUSTMENTS TO BE MADE.
ON THE DRAWINGS WOULD BE MORE EFFECTIVE WITH SOME ADJUSTMENTS TO THE LOCATIONS SHOWN, THE CONTRACTOR
MAINTAIN THEM UNTIL THE DISTURBED AREA IS STABILIZED. IF FIELD CONDITIONS INDICATE THAT THE MEASURES SHOWN
3. THE CONTRACTOR SHALL CONSTRUCT THE SEDIMENT CONTROL MEASURES AS SHOWN ON THE DRAWINGS AND SHALL
TO CONTROL SEDIMENT IN THE STORM RUNOFF FROM THE SITE AND IS BASED ON THE TOPOGRAPHIC SURVEY OF THE SITES.
2. THE SEDIMENT AND EROSION CONTROL PLAN INDICATED ON THE DRAWINGS AND IN THE SPECIFICATIONS IS INTENDED

CONTROL PLANNING AND DESIGN MANUAL AND SHALL BE USED TO ACHIEVE THE REQUIRED DEGREE OF CONTROL.
EROSION AND SEDIMENT CONTROL PRACTICES AND MEASURES AS SPECIFIED IN THE EROSION AND SEDIMENT
1. THE SEDIMENT CONTROL PLAN MUST COMPLY WITH THE NORTH CAROLINA STANDARDS AND SPECIFICATIONS FOR
GENERAL NOTES:
TEMPORARY SILT FENCE (TSF) (NCDEQ ESCM STD. 6.62)TEMPORARY STONE CONSTRUCTION ENTRANCE/EXIT (NCDEQ ESCM STD. 6.06)
10'
" ABOVE POST TOP2
1AXIS, HEAD SET
GALV. CARRIAGE BOLT, SET ON
" LONG2
1 ", 5 2
1PIVOT BOLT
(I.D. 6.65) SLEEVE POST
6"* (NOMINAL) PIPE, SCHED 40
TERMINAL POST
(O.D. 5.563"), FILL WITH CONC.
5"* (NOMINAL) PIPE, SCHED 80
& CROSSBAR
WELDED TO SLEEVE POST
DIAGONAL BRACE, 4"* PIPE
TERMINAL PPOST, GREASED
" COLLAR WELDED TO2
1
CONCRETE FOUNDATION
1/2 " STL. CAP, WELDED TO POST
6"5"4"7"6"6" "2
12 3" "212 "436 5" "213' - 7 4 - 6"6"6"5"
2' - 0"6"6"4' - 6"5" "2
19 "2
19
2' - 0"
"2
19 "2
19
A B
NOT TO SCALENOT TO SCALE 3' - 6"3' - 4"1""21ELEVATION ELEVATION
NOT TO SCALE
PLAN
NOT TO SCALE
PLAN
D-11 D-11
1/2 " STL. CAP, WELDED TO POST
" STL. WELDED 8
3DIAGONAL BRACE,
CROSSBAR WITH 2" HOLE FOR PIN
TO BOTTOM PLATE
LOCK HOUSING, 6" O (NOM.) WELD
SCHED. 40. FILL WITH CONC.
TERMINAL LOCK POST, 6: O (NOM.)
CONCRETE FOUNDATION
TO POST
" STL. WELD 8
3BOTTOM PLATE,
FROM LOCK POST
COMPLETE REMOVAL OF PIN
PIN IS FLARED TO PREVENT
LOCK SHACKLE. END OF
WITH 1/2 " HOLE TO ACCEPT
LOCK PIN, 3/8 " 8 1/2 " LONG
TO SLEEVE POST
CROSSBAR 4"*, PIPE WELDED
NOT TO SCALE
POST (TYP.)
TERMINAL LOCK
POST (TYP.)
TERMINAL LOCK
2' - 0"1' - 6"15' - 6"13' - 6"2' - 0"2' - 0"4' - 6"6"6"8"8"AB
1
2
NOT TO SCALE
D-11 D-11.DGN4. BACKFILL AND COMPACT SOIIL AROUND CONCRETE FOUNDATION BEFORE INSTALLING GATE.
3. PADLOCK SHALL BE SCHLAGE OR APPROVED EQUAL.
2. ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI.
MEETING ASTM A36.
WELDING AND FABRICATION HAS BEEN COMPLETED. ALL STEEL PLATES AND BARS SHALL BE FABRICATED FROM STEEL
TUBING AND ATTACHED PLATES SHALL BE HOT DIP GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER ALL
1. ALL STEEL STRUCTURAL TUBING SHALL MEET ASTM A53 GRADE B, A500 GRADE B OR A501. ALL STEEL STRUCTURAL
NOTES:
1' - 9"
1' - 9"
5'5'
ACCESS ROAD
C/L
D-11
ELEVATION
PLAN
D-11
PLAN AND ELEVATIONSSINGLE LEAF GATEN.T.S.FILE NAME:DWN BY:CKD BY:DESIGNED BY:DESCRIPTION1
D
2 3
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B MARKAPPR.SIZE:SUBMITTED BY:PLOT SCALE:PLOT DATE:DATEMARKDESCRIPTIONDATEAPPR.®U.S. ARMY CORPS OF ENGINEERSX-00 ANSI DWILMINGTON DISTRICTWilmington District
of Engineers
US Army Corps
WILMINGTON, NORTH CAROLINAAQUATIC ECOSYSTEM RESTORATIONCONCORD STREAMS RESTORATIONCONCORD, NORTH CAROLINADRAWING CODE:NUMBER
PLATE CC102-02-4203 JAN 2020M. GRZEGORZEWSKIAWARD DATE:L. CREECHL. CREECHJ. MANNINGCONTRACT NO.:IFB NO.:11 DECEMBER 2019W912PM19B0012W912PM20C0003POST & SLEEVE
TERMINAL HINGE
(TYP.)
EACH SIDE, 2" CLEAR
#4 REBAR, 12" O.C. B.W.
FOUNDATION (TYP.)
CONCRETE
CROSSBAR
POST & SLEEVE
TERMINAL HINGE
DIRECTION (TYP.)
PLACED IN OPPOSITE
#6 REBAR, 12" LONG
D-11D-11