20040734 Ver 3_Maxton Stream Mitigation Site_20080505

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STATE OF NORTH CAROLINA

DEPARTMENT OF TRANSPORTATION
MICHAEL F. EASLEY LYNDO TIPPETT
GOVERNOR SECRETARY

April 21, 2008

0 G
Mr. Richard Spencer tRR `J~~
U.S Army Corps of Engineers 4~;SgTFR
Wilmington Regulatory Field Office
P.O. Box 1890
Wilmington, NC 28402-1890

Subject: As-Built Report for Maxton Stream Mitigation Site, Robeson County, TIP
Project No. R-0513WM, WBS#. 34336.4.1

Dear Mr. Spencer,

Please find enclosed the As-Built Report for the subject site. The Division 6
Resident Engineer responsible for administering the contract has certified that the site
was constructed according to construction plan sheets, with any exceptions noted in this
As-Built Report.

The following information has been included as part of the As-Built Report: 1)
As-Built Plan Sheets (with adjustments highlighted in yellow), 2) Photo Point Locations
and Vegetation Plot Map and 3) Planting Plan and Restoration Detail Sheets. The site will
be monitored as described in the approved mitigation plan and associated permit
requirements.

If you should have any questions or require additional information, please do not
hesitate to contact Mr. Randy Griffin at [phone]. Thank you once again for your
continued support and cooperation.

Sincerely,

Philip S. Harris, III, P.E., CPM, Unit Head
PDEA- Natural Environment Unit

MAILING ADDRESS: TELEPHONE: [phone] or LOCATION:
NC DEPARTMENT OF TRANSPORTATION 919-715-1335 PARKER LINCOLN BUILDING
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 2728 CAPITAL BLVD. SUITE 240
NATURAL ENVIRONMENT UNIT FAX: [phone] RALEIGH NC 27604
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598 WEBSITE: WWW.NCDOT.ORG

Enclosures

cc: Mr. Scott McLendon, USACE, Wilmington (w/o attachment)
Mr. Brian Wrenn, NCDWQ (w/o attachment)
Mr. Rob Ridings, NCDWQ (w/attachment)
Mr. Travis Wilson NCWRC (w/o attachment)
Mr. Gary Jordan USFWS (w/o attachment)
Ms. Kathy Matthews, USEPA (w/o attachment)
Mr. David B. Harris, PE, NCDOT- REU (w/ attachment)
Mr. Ken Averitte, NCDWQ (w/o attachment)
Mr. Joe Bailey, NCDOT-Div. 6 Resident Engineer (w/attachment)
Mr. Randy Griffin, NCDOT-ONE

m
i See Sheer I-A For Index of Shge1S Wm Wan ntwcr ,WWrunw ietm
m STATE ONORTH CAROLINA N.C. R-0513WM 1 39
W Wan IlO M rJAM m .rorlrM
34336.4.1 P.E.
W 34336,4,4 CONST.
~ DIVISION OF HIGHWAYS
ROBESON COUNTY
M PROPOSED STREAM RESTORATION
~ M I
LOCATTON. Ln7LE JACOB SITE. APPROXIMATELY 2 MILES SOUTH OF TIM LUMBERTON
i MRPORT IN ROBESONO RIGHTST OF . Ste 2418 (LUMBERTON RD.), AND AS BUILT PLANS
SOUTH OF EX!STING US 4,
APRIL 21, 2008
TYPE OF WORK: STREAM AND FLOODPLAJN GRADING,IN-STREAM STRUCTURE PLACEMEWS,
CULVERT INSTALLATION, AND ASSOCIATED EROSION AND SEDIMENT
a CONTROL MEASURES.
N
du v ~ ~ - I
STA. 236+61.72 -L- END STATE PROJECT R-0513WM <
US 74
l I
VICINITY MAP PROJECT AREA SR 2418 (LUMBERTON RD)
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SHEET 8 I 1 J,
2!
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~ I I
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n NCDOT RIGHT OF WAY
STA. 205+214 - BEGIN STATE PROJECT R-0513WM
SHEET ,
ROBESON COUNTY
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SHEET 6
a
METHOD OF CLEARING III
I~
i NC DOT CONTACT: JASON ELLIOTT I
o
a GRAPHIC SCALES DESIGN DATA PROJECT STREAM LMVGTE = 3,140 LnQAR FEET burley-Hour DESIGN ENGDOIER DIVISION OF HIGEMAYS
STAM OF NORTH CAROLINA
U PROJECT BUFFER AREA= 193 ACRES PLANS P)WARap BY.. ~?andassoclates,lnc.
° 50 25 0 50 100 PROJECT RIPARIAN BUFFER RESTORATION AREA = 8.8 ACRES •

PROJECT RIPARIAA BUFFER PRBSERYATJDN AREA = 10.5 ACRES" "
PLANS ik co
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° 0 11 25 50 10 ; 03m , Pd
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N "'rel p tl
o PROFILE (HORIZONTAL) "":DEPARTMENT OF TRANSPORTATION
FEDERAL MGHMAY ADAMSTRA470
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ads
PROFILE (VERTICAL) rs AMOM DrVrS= TVR DAZZ
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mOJZer "PTU CE NO. sXee! NO.
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` R-0513WM IA
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INDEX OF SHEETS 03~BG
MORPHOLOGY TABLE
L TITLE SHEET
LA INDEX TLE OF SHEETS. CONSTRUCTION SEQUENCING. GENERAL NOTES A APPENDIX A: MORPHOLOGY MEASUREMENTS TABLE
UT
MORPHOLOGY TABLE to Little Jacob Smamp, County, NOM Carotins
LB SYMBOL SHEET Station on on 205 105+.21 21 to 23838+05 05
2 TYPICAL SECTIONS
2A DETAILS VARIABLES Existing Reach Onign Reach Reference Reach Reference Rexh
_ -CO[fl FIBER MATTING UT Io LOtk Jacob Swamp UTt0 Jacob Swmp Holy Swanp KYrddV Creek
-STREAM PLUG 1. SbeamT e
(Rosgen) O5 C5 C5 E5/C5
2B -LOG SILL 2. Dmina eArea
-PUMP AROUND OPERATION s.mie 0.9 0.9 7.3 0.85
7, (W.) M Width Mean; 118 Mean: 14.1 Mean: 240 Mean: 112
ZC --LOGROCK CROSS CROSS VANE VANE Bank) Range: Range: Range: Range:
depth( Mean Mean: 1.0 Mean: 0.8 Mean: 1.7 Mean: 1.0
2D -STREAM CROSSING -TYPE 1 depth ldw) Range: Range Range:
Range:
3 OUANiIT1ES. EARTHWORK SUMMARY S. WidlhrD hRatb Mean: 11.7 R,1 ; 17.6
N'1w+Mu+) Range: Menge. flange',
4 PLAN VIEW EXISTING CONDITIONS B. Bankfull crosssectional Mean; 11.5 : 1t9 Mean: 41.3 Mean; 11.5
5A PROPOSED ALIGNMENT CURVE DATA Mean: 15.0 Mean; 10B
5 PLAN VIEW PROPOSED ALIGNMENT A..(Aeu) Range : Range: Range:
7. BankNl Mean Vebn Mean; 1.7 : 1.1 Mean: 1.0 Mon; 1.0
DATA. STRUCTURE DATA TABLE 8. Bnkful Discharge, efs Range. Mean: . : Mange Ramon 15.4 : 15.4 Mean: 41.3 11.0
6 - B PLAN SHEETS (O-) Range: Range Aange:
Bankful Maximrm M Akan: 1.5 : 1.1 Mean: 2.9 Mean: 1.7
-
9 12 PROFILE SHEETS (d,,,.J Range: Range: Range:
EC!-EC4 EROS ION CONTROL PLANS 10.1Mdlh of Flood Pmne Akan; 15.4 70.0 Mean: 200.0 Mean: 2450
%51 %S17 CROSS SECTIONS Area (W ) Range: : Aange', Range:
71. Entrenchment Ratio Mean; 1.3 5.0 Mean: 8,0 Mean: 21.0
(VU AVeu) Range: : Range: Range.
12. Meander Lencilh Mean: 750.5 Mean: 1500 Mean; 72.5 Mean: 760
Range: 291.0 1210.0 Range: 135.0 175.0 Range: 45.0 100.0 Range'. 550 97D
ROADWAY STANDARD DRAMINGS 13. Ratio of MeanderLenth to Mean: 64.7 Mean: 10.6 Mew: 2.9 Mean: fiN
BankfW Width (UM'a) Range' Range: 9.6 12.d Range: 1.8 1.0 Range: 4.9 8.7
(REV. NALY 20061 14. Radusofeunature Mean; 85,0 Mean: 40.0 Mean: 592 Mew; 162
THE FOLLOWING ROADWAY STANDARDS AS A'PEAR IN 'ROADWAY STANDARD (k) Range: 80.0 A0.0 Range: 30.0 45.0 Range: 44.8 73.6 Range: 10.4 21.9
DRAYING6' - AOAAYAY DESIGN UNIT • N.C. DEPARTMENT OF TRANSPORTATION - 15. RatiodRadius of Cunalure Mew: 7=Range: 3 Mew: 2.8 Mew: 2.4 Mew; 1.4
RALEIGH. N.C.. DATED JULY 2006 AND THE LATEST REVISION THERETO to Bankful WAdh(R,mheJ ta ge: 2.1 32 Range. 1.8 30 Range 0.9 2.0
ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED 18, Be1VVidh n: 53.0 Mean: 27.3 Me 390
A PART OF THESE PLANS. (W.) ge. 35.0 70.0 Range: 205 34.0 Range: 30.0 49.0
STD. NO. 17. Meander Width Ratio n: 4.11 Mew : 1.1 Me 15
666 FENCE 18. n~m)k Range: 2.5 Range: 0.8 1.Range: 2.7 44
Mon: 1.2 Mew: 1.1 Mean: 1.1
1687.01 GRAVEL CONSTRUCTION ENTRANCE Stream Length 1Val Len h Ra e: Ran 19. Valet' Sbpe (SY,a 1 Mon: 0.00089 Mew; 0.00070 Mew; 000417
1630.06 SPECIAL STILLING BASIN AAt Aan e'. Range: Ran e: Ran
20. Averse Stream Sloe Mew; 0.00085 Mean: 0.00888 Mean; 000028 Mew; 000020
(S )•(s... ) Range: O. 0.00560 Range Range:
Range
11. Pod Slope Mean; 0.00050 Mean: 0.00010 an: 0.00020 Mew; 000019
-(S,.,) Range Range. Range: Aange:
22. Ratio of Pool Sloe toAvg. Mean; OB Mean: 0.1 Mean: 0.7 Mew: 1.0
Slope(S „gS„ Range: Range: Range: Arge:
23. Maximum Pod Mean: 1.9 Mean: 2.3 Mean: 3.9 Mean: 1.8
Depth l ooJ Range: ffRange: Range; Range:
24. Rio of POal Depth to Av. Mean: 1.9 2.9 Mean: 2.7 Mean; 1.7
CONSTRUCTION SEQUENCING Oeph( ~I~a1 Range Range: Range.
15. POd Nfdb Mew: - 15.8 Mew: 16.2 Mm: 172
MOBILIZE EOUIPNENT AND MATERIALS TO THE SITE. aU Range: Range: Range:
26. Ratio of Pool WMh to Mean; - 1.1 Mon: 1.1 Akan; 1.5
INSTALL CONSTRUCTION ENTRANCE PER EROSION CONTROL PLAN. Bankful Width(W ,1 w) Range: Aange: Range:
17. POdkPool am Mew: 330.0 95 Mean: 24 Mean: 77
ESTABLISH A STAGING AREA AS DEPICTED ON THE PLANS AND MARK CONSTRUCTION EOUIPMENT ACCESS Ran e: 100,0 560.0 Ran e: BO 110 an e: 18 46 Ran e: 1B 68
LOCATIONS WITH VISIBLE MARKERS. CONSTRUCTION EDUIPMENT SHALL BE CONTAINED WITHIN THE LIMITS 28.Rado ofPoolto Pool in Mean: 28.4 Mean 6.7 Mean: 1.0 Mean; 7.7
OF CONSTRUCTION AS DEPICTED IN THE PLANS OR SPECIFIED BY THE ENGINEER. *a Bankful WdM Ran e: 8.8 11.6 Aan e: 5.7 7B an e'. 0.7 1.8 Range
' 6 6.7
INSTALL TEMPORARY EROSION CONTROL MEASURES. tiod =-,I Bank Hei tto Mew; 3.6 Mean: 1.0 Mew; 24 Mean: 77
nkfui Hei ht Aan e: Ran e: Ran e: 18 46 Ran I LB 68
BEGIN FLOODPLAIN GRADING, INCLUDING EXCAVATION OF &WKFILL BENCHES AT LOCATIONS DEPICTED IN
THE PLANS AND AS DIRECTED BY THE ENGINEER. STOCKPILE MATERIALS IN AREAS DESIGNATED ON THE
PLANS. KEEP TOPSOIL SEPARATE FROM OTHER STOCKPILE MATERIAL. TOPSOIL MATERIAL WILL BE USED
LATER ON FLOODPLAIN.
INSTALL IMPERVIOUS DIKES AND PUMP MOUND SYSTEM TO PUP STREAM DISCHARGE AROUND THE GENERAL NOTES
IMMEDIATE WORK AREA.
BEGIN CONSTRUCTION FROM STATION 20521. CONSTRUCTION SHALL PROCEED IN SUCCESSIVE
REACHES WITH THE UPSTREAM REACH BEING COMPLETED PRIOR TO INITIATING CONSTRUCTION OF THE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE FOLLOWING STANDARDS.
ADJACENT DOWNSTREAM REACH FOR STATION 205.21 TO STATION 236.61. EACH REACH I
SHALL BE LIMITED IN LENGTH TO WORK THAT CAN BE COMPLETED WITHIN ONE DAY. COMPLETION OF A A) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 'STANDARD SPECIFICATIONS FOR ROADS I
REACH SHALL CONSIST OF CHANNEL CONSTRUCTION. FLOODPLAIN GRADING. IN-STREAM STRUCTURE AND STRUCTURES. DATED JULY 2006. AND ANY SUPPLEMENTS THERETO ISSUED PRIOR TO THE T
INSTALLATION. BED MATERIAL INSTALLATION. AND EROSION CONTROL MEASURES. CONSTRUCTION SHALL DATE OF RECEIPT OF BIDS. >
BE DONE IN THE DRY, WITH THE CHANNEL FLOW PUMPED AROUND THE REACH UNDER CONSTRUCTION AS C
NECESSARY. B) NORTH CAROLINA DEPARTMENT OF TRANSPORTATION 'ROADWAY STANDARD DRAWINGS. ENGLISH' -
DATED JULY 2006. AND ANY SUPPLEMENTS ISSUED THERETO PRIOR TO THE DATE OF RECEIPT OF BIDS.
AT THE END OF EACH DAYS CONSTRUCTION WORK. THE CONTRACTOR SHALL SEED ALL DISTURBED AREAS
AND COVER THE STREAM BANKS AND BANFULL BENCHES WITH COIR FIBER RATTING. IN ADDITION. THE ALL CONSERVATION EASEMENT CORNER MARKERS SHALL BE PLACED BY OTHERS.
CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING ALL TEMPORARY EROSION CONTROL MEASURES
ON A DAILY BASIS THROUGHOUT THE CONSTRUCTION PROCESS. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING ANY DISTURBANCE OR DAMAGE TO EXISTING UTILITIES AND
SHALL BE RESPONSIBLE FOR IMMEDIATELY REPAIRING ANY DAMAGES AT A COT INCIDENT TO THIS CONTRACT. 0
ONCE NEW CHANNEL CONSTRUCTION IS COMPLETE, THE CONTRACTOR SMALL INSTALL STREAM PLUGS TO DIRECT Q
STREAM FLOW INTO THE NEW CHANNEL. THE CONTRACTOR SHALL THEN FILL IN THE EXISTING CHANNEL TO ALL FENCING. EXCEPT FOR STREAM CROSSINGS. SWILL BE WOVEN WIRE WITH 4'X4' TREATED POSTS SET ON
THE EXTENT FEASIBLE AND AS DIRECTED BY THE ENGINEER, CONTRACTOR WILL ENSURE THAT VEGETATION 14' CENTERS AS DETAILED IN NCDOT STANDARD DRAWING NO. 866.02. WOVEN WIRE SHALL BE OF HIGH TENSILE L
HAS BEEN ESTABLISHED IN THE NEW STREAM CHANNEL BEFORE DIRECTING FLOW INTO THE NEW STREAM CHANNEL. STEEL. GATES SHALL FOLLOW NCDOT STANDARD DRAWING NO. 866.04 FOR ALTERNATE CATTLE GATE. c
GATES INDICATED AS 14' SHALL CONSIST OF DOUBLE 14' GATES WITH HINGE AND LATCH ASSEMBLIES AS c
AFTER ALL IN-STREAM WORK IS COMPLETED. THE CONTRACTOR SHALL REMOVE TEMPORARY ION APPROVED BY THE ENGINEER. BARBED WIRE FENCING FOR STREAM CROSSINGS SHALL CONFORM TO NCDOT
CONTROL MEASURES AND TEMPORARY STREAM ACCESS AND SCARIFY ANY COMPACTED AREAS AS IRECTED STANDARD DRAWING NO. 866.02. AND MUST BE DESIGNED AS BREAK-AWAY FENCING IN CASE HEAVY
BY THE ENGINEER. ALL PORTIONS OF THE SITE SHALL BE STABILIZED WITH TEMPORARY SION CONTROL DEBRIS WASHES INTO THE FENCING. 0
MEASURES.
THE EXISTING CHANNEL SHALL BE FILLED TO THE MAXIMUM EXTENT FEASIBLE WITH MATERIAL EXCAVATED +
TOPSOIL SHALL BE EXCAVATED AND STOCKPILED SEPARATLY FROM THE WASTE MATERIAL SO THAT IT CAN BE ON-SITE AND STOCKPILED ADJACENT TO THE REACHES OF CHANNEL OR DITCHES TO BE BACKFILLED.
PLACED BACK ON THE FLOODPLAIN ONCE C4ZADING IS COMPLETE. NO DIRECT PAYMENT WILL BE MADE
FOR THIS EXCAVATION. THE CONTRACTOR MAY UTILIZE THE DESIGNATED STAGING AREA AND THE AREA INSIDE THE PROPOSED c
CONSERVATION EASEMENT FOR STAGING AND STOCKPILING EOUIPMENT AND MATERIALS. v
C
THE STREAM SHALL BE CONSTRICTED IN ACCORDANCE TO THE TYPICAL SECTIONS.
c
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m PROJECT RPERNCE NO. SHEET NO.
R-0513WM 18
STATE OF NORTH CAROLINA
*S.U.E = SUBSURFACE UTILITY ENGINEER DIVISION OF HIGHWAYS

CONVENTIONAL SYMBOLS
I
BOUNDARIES AND PROPERTY.' Water Manhole o
RAILROADS.'
Slate Line Water Meter o i
Standard Gau9a #
County Line - M rw,,~, m, Water Valve
Township Line RR Signal Milepost Po E"STING STRUCTURES,' Water Hydrant d MILE J5 City Line Switch0 MAJOR' Recorded lPG Water Line
Reservation Line - - - - - RR Abandoned - Bridge, Tunnel or Box Culvert c~c Designated LPG Water Line S.U.E.*
RR Dismantled Bridge Wing Wall, Head Wall and End Wall - ccc ww
Property Line g Above Ground Wafer Line A /G we+~
MINOR:
Existing Iron Pin ° RIGHT OF WAY.'
Head and End Wall c Nc N. P/; i
Property Comer Baseline Control Point
Pipe Culvert I Property Monument
~ Existing Right of Way Marker Q N Satellite Dish ~ i
Parcel/Sequence Number © Footbridge ----_-C TV Pedestal
Exisfng Right of Way Line Drainage Box: Catch Basin
Existing Fence Line -x-x-X- Right of Way Line , DI or JB Ica N Tower
Paved Ditch Gutter
Proposed Woven Wire Fence a lPG TV Cable Hand Hole F9
Proposed Right of Way line with i
Proposed Chain Link Fence a Iron Pin and Cap Marker Storm Sewer Manhole © Recorded UG TV Cable
i
Proposed Barbed Wire Fence Proposed Right of Way Line with Storm Sewer Designated LPG TV Cable (S.U.E.*)
Concrete or Granite Marker
Existing Wetland Boundary
- - - - - - Recorded UG Fiber Optic Cable Fa-
Existing Control of Access U77LMES.
Proposed Wetland Boundary Designated tPG Fiber Optic Cable (S.U.E.*)-
Proposed
Control of Access POWER:
Existing Endangered Animal Boundary
Existing Easement Una --E-- Existing Power Pole j GAS;
Existing Endangered Plant Boundary
Proposed Temporary Construction Easement- E Proposed Power Pole b Gas Valve p
BUILDINGS AND 027MR CULTURE.' Proposed Temporary Drainage Easement- -TOE-
Existing Joint Use Pole 4- Gas Meter ® i
Gas Pump Vent or LPG Tank Cap o Proposed Permanent Drainage Easement - -PDE- Proposed Joint Use Pole
Recorded WG Gas Line
Sign S Proposed Permanent Utility Easement -PUE- Power Manhole a
0
Well ~ Designated UG Gas Line (S.U.E.*) ~
ROADS AND REM= FEATURES' Power Line Tower 0 Above Ground Gas line a'c c°a
Small Wins
x
Power Transformer 0 i
Foundation 0 Existing Edge of Pavement i
tPG Power Cable Hand Hole ® SANITARY SEWER:
~ Area Outline ~ Existing Curb
Cemetery Proposed Slope Stakes Cut _ _ _ _r. H-Frome Pole ~ Sanitary Sewer Manhole ® i
Recorded lPG Power Line o Sanitary Sewer Clsanouf ~
Building Proposed Slope Stakes Fill F- 0
School Proposed Wheel Chair Ramp ~ Designated UG Power Line (S.U.E') UG Sanitary Sewer Line a i
Above Ground Sanity
Church Curb Cut for Future Wheel Chair Ramp - cF ry Sewer Nc s~+ary sa.er
TELEPHONE: Recorded SS Forced Main Line -
Existing Metal Guardrail
Existing Telephone Pole _411`_ Designated SS Forced Main Line (S.U.E.*) -
Dom Guardrail T T
Proposed Telephone Pole ~
HYDROLOGY Existing Cable Guiderail n
Stream or Body of Water - - - proposed Cable Guiderail n n n n, Telephone Manhole 0 MISCELLANEOUS:
Hydro, Pool or Reservoir
Equality Symbol Telephone Booth p Utility Pole
Jurisdictional Stream ` Js Pavement Removal ® Telephone Pedestal In Utility Pole with ease 0
Buffer Zone 1 -ez J - Telephone Coll Tower T Utility Located Object p
Buffer Zone 1 -ez s- IFEGETATION.• LPG Telephone Cable Hand Hole Utility Traffic Signal Box
m
Flow Arrow Single Tree 0 Recorded LJ'G Telephone Cable Utility Unknown LPG Line -~n-
Disappearing Stream - Single Shrub 0 Designated UG Telephone Cable (S.U.E.*)- UG Tank; Water, Gas, Oil
Spring o" Hedge Recorded UG Telephone Conduit n AEG Tank; Water, Gas, Oil
J Swamp Marsh Woods Line Designated LPG Telephone Conduit (S.U.E.'Y ----n--- UG Test Hole (S.U.E.*)
Proposed Lateral, Tail, Head Ditch Orchard t3 Recorded LPG Fiber Optics Cable ro-
a Abandoned According to Utility Records - AATUIR
m False Sump Vineyard Designated UG Fiber Optics Cable (S.U.E.*)- ----,FD--- End of Information
E.O.I.
a
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K7 EREENCE NO. WEET N0.
I m
1EORJ-0513WM 2
N ONION ENOINEEE
m
TYPICAL SECTIONS t i
SEX
E
POOL si%F I QP`~t
B
RIFFLE A
POOL NOTE:
RIFF TYPICAL SECTIONS ARE PROVIDED TO GIVE THE GENERAL j
DIMENSIONS OF THE CHANNEL. FINAL GRADING WILL GIVE
RIFFLE THE CHANNEL A MORE 'NATURAL' APPEARANCE AND ALLOW 1
A SMOOTH TRANSITION FROM EXISTING CHANNEL TO
RIFFLE NEW CHANNEL.
POOL
A C
I
TABLE I - CROSS-SECTION DIMENSIONS (ALL DIMENSIONS IN FEET)
I
STREAM REACH W(RIFF-BKF) W(BOT-RIFF) D(RIFF) W(POOL-BKF) D(POOL) W(FP)*
B L STA. 205+21- STA.236+61.7 14.1 7.5 1.1 17.0 2.3 70'0') j
TI STA. 300+00 - STA. 300+62.6 7.0 1.0 1.0 8.0 2.0 -
TYPICAL CHANNEL PLAN VIEW
T2 STA. 400+00 -STA. 400+60.8 10.0 3.0 1.0 11.5 2.0 -
T3 STA. 500+00 - STA. 501+17.4 7.0 1.0 1.0 8.0 2.0 - j
*SEE SHEETS XSI-XS17 FOR ACTUAL FLOODPLAIN WIDTHS
I
I
I
TIE TO W(FP) TIE TO
EXISTING EXISTING
GROUND 6.5' MIN. W(RIFF-BKF) 6.5' MIN. GROUND
3.0' 3.0'
11 F4
T
' IL JI 3 T
3 IL JI 3 T
3 ~
4.0'-5.0'
OVER-EXCAVATE FLOODPLAIN AND o TYPICAL CUT
FLOODPLAIN SLOPES TO A DEPTH OF
OF BTOPSOIL FINAL TO FILL TO A(FIINAL GRADE. TYPICAL RIFFLE CROSS SECTION A-A
OVER-EXCAVATION SHOULD BEGIN 3'
FROM TOP OF BANK AND EXTEND TO
EXCAVATION LIMITS. I
' cI
TIE TO V) I
EXISTING TIE TO
GROUND W( FP) EXISTING W(FP) TIE TO ~I
GROUND EXISTING a
W(POOL-BKF) 6.5' (MIN) TIE To i.5' (MIN) W(POOL BKF) GROUND ~j
3.0' 3.0' EXISTING 3.0' 0 1
GROUND 3 0 of
J_ L J
3 I~ JI 3 IL_ IL J I ~
2. 5' 5 J 2 2 5 3 of
J
TYPICAL CUT INSIDE OF MEANDER BEND o 2.5' al
0 ° INSIDE OF MEANDER BEND TYPICAL CUT
O OVER-EXCAVATE FLOODPLAIN AND 0I
U
CD FLOODPLAIN SLOPES TO A DEPTH OF p of
6" BELOW FINAL GRADE AND PLACE 6'
OF TOPSOIL TO FILL TO FINAL GRADE.
TYPICAL POOL CROSS-SECTION B-B FROM-TOP OFTIBANK"AND EBTEND3TO TYPICAL POOL CROSS-SECTION C-C
EXCAVATION LIMITS. JI
of
N
O
j RESTORED BANKFULL CHANNEL TYPICAL CROSS-SECTIONS
,I
NOT TO SCALE a
' °I
I

m MATTING PAOJEa RMONQ NO. ai![: NO.
Q ANCHOR TRENCH
N IN TRENCH ON 1' (0.38) CENTERS R 0513WM 2A
VwQN INUNE1
m ANCHOR OVERLAP
- - - - ON 1' (0.38) CENTERS J""f~O
~t
rx ~ ti x ~ eFx
' ; (CNON) AB CENTERS p~OW ~0 M D 490001
OFDIRECTION FLOW
j,
ANCHORS
I
6 (1x08.)
~~~111 III~~~--- r0YEI1LAY(NIN)
PLAN VIEW 40' MIN.
LENGTH
1a (4B08B
COIR FIBER (TYP) EXISTING
NO
MATTING BACKFILL GROUND (8
ANCHORS ON BACKFILL
3' (18) CCHANNEEL° t'
CENTERS
\ I
EXTEND MATTIN
TO NWS
ro NWaeL
S" (13088) MIN EXTEND CHANNEL BLOCK
MIN. OF 3.0' BEYOND LIMITS
ANCHORS ON OF EXISTING CHANNEL
1' (0.88) ClNTlRB
- IN TRENCH PLAN VIEW
MATTING SMALL BE
PLACED IN TRENCH
AND BACKFILLED
STREAM BED TYPICAL CROSS SECTION
I
NEW STREAMBARK SHALL UNCOMPACTED
2" x 2" (nominal) BE TREATED I AS x' Mtn. BACIPI(3
(BONN x 5088 SPECIFIED N PLANS 1.0 (0.468)
(1 xa) 10 (3.08) FINIS GRADE
WOODEN STAKE EXTEND CNANrEL (LOCK ~
MIN. OF 2.0 BEYOND INVER
1" (2588) OF EXISTING CHANNEL FLOW
(BONN) IN~VERRTT
24"
(fie)
COMPACTED •
BACKFILL SECTION A-A SILL
IMPERVIOUS SELECT
MATERIAL (SEE PROJECT
SPECIAL PROVISIONS)
W4 STEEL
REINFORCEMENT BAR UNCOMPACTED
BACKFILL
4I
124"(600se) RF100 BEN
(100COMPACTED J
BACKPILL a
of
al
SECTION B-B
ANCHOR OPTIONS
NOTES. ~ I
NOTES: 1. STREAM PLUG SHALL BE INSTALLED IN ACCORDANCE WITH THE
1. IN ALAS TO BE MATTED, ALL SEEDING SOIL PROJECT SPECIFICATIONS. of
AMfAY NTB, AND SOIL PREPARATION MU~T B! 2. PLUG SHOULD BE INSTALLED AT THE INTERFACE BETWEEN EXISTING al
COED IN ACCORDANCE WITH THE PROJECT 3. BOITOMLOFNPLUG SHOULD BE AEMINIMUM OF 2.0' BELOW THE INVERT
SPCATIONS PRIOR TO PLACEMENT OF COIR OF THE EXISTING CHANNEL. atI
FIATTING. 4. PLUG SHOULD EXTEND A MINIMUM OF 3.0' BEYOND TN! LIMITS OF THE
2. REBE USED IN PLACE OF WOODEN EXISTING STREAM CHANNEL. JI
STAKES AS DIRECTED BY THE ENGINEER. x. INSTALL EROSION CONTROL MATTING AND SEED IN ACCORDANCE WITH °I
THE PROJECT SPECIFICATIONS IMMEDIATELY AFTER GRADING. of
6. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE DIRECTION OF °pl
THE ENGINEER. r
COIR FIBER MATTING DETAIL
NOT TO SCALE NOT STREAM PLUG -
TO SCALE al i
I

¦I
NROJECT REFERENCE No, SHE[E N0.
m R-0513WM 28
DESIGN ENrANW
rv NOUE NCE OF C0NFnKXIION TOR RAW AROUND ORRWTCN
0
1. INIMLL NECML iTIWNO WIN(>I.
2, INSTALL UmuAAI NYAI AND TSWORAAY RERSERI RCN, 113 1/3 1/3 -1 ; '
3. NAM UMRFAA M MM DIKE AND NON RWNNO BANKFULL BANKFULL BANKFULL -J i REAL R
a 030000
OPERATIONS POR M1,4A DIVERSION. WIDTH WIDTH WIDTH S~ ~D}
A hAU DOWNITRWI UWERDTOU DN AND PUMPING oN RAN M Q+rF
APNy1TUS DEA'ATN MIROM AMA. ARM TO N DEWATMED A
I LL N NSU4 TO ONE DAY% WOK R67 STONE
I
d. PIWORW Ent" AEIIDRATION WOK N ACCOMOV40 WITH E" REBAR ROD y¢'r REBAR ROD
THI KAHL INSTALL 2' FROM INSTALL 2' FROM
6. ERIGYAIE ANY AKUAWEA7D IRT AND DMA1ER1 IEFOR END OF LOO END OF LOS
RWOVAL OF WMWCIN DIKEd. RGfOW M-11MOUS Dql,
KbAn, MPOE"M NDgT A MAIGNAHON'I°°WWNNW' BOULDERS TO BE v V BOULDERS TO BE BURIED AND
BURIED AND FOOTER CUT NOTCH HEADER PLACED AT END OF LOGS
7, ALL OIUDINO AM nAERIDATCH WIN N cOANIrtD IN ONE PLACED AT END OF LOW LOO LENGTH 24" LOO
DAY WITHIN TIE KW AROUND AMU NIWM TM wRNIOUS DEPTH 2"
D@l. THE MPON0w DIKE LOCATIONS N 1DOWN ON THIS 'j
ERen ONLY ENaw THE UNN Am Lowel ERmNr OF xrolu ra ~ FLOW I
MCN SIREAA NOWM. TW CONDIACIOI 11 wON ies POR KEY INTO BANK
DEIERWIINING THE LOCATION OF r,21 WSNNKW DIIMOIOR A MINIMUM OF 8.O(FT)
EACH DAri WOK
I. RyAD+E WGLLmWNO RAINNO AND RACIDYL UAK@ BURY FOOTER LOG INTO
D WMD AM WITH MO AM WRCII CHANNEL BED. SECURE LOGS POOL
TOGETHER BY PINNING EACH END
WITH l¢" RZAAR.
A
EXCAVATED POOL
(SEE TYPICAL FOR POOL DEPTH)
SPECIAL STILLING LOAN
OVISIIONCE SPECIAL 1 PLAN VIEW
(SE NCDar STANDARD
WING 1632) ,
WIDE D Stabs OwMt
Indeed DE a Special Stilling
Mein N Pumping Gen Water SPECIAL STILLING BASIN
I )SEE PROJECT SPECIAL PROVISIONS)
IMPERVIOUS DIKE DEWATEING PUMP FLOW'
(.SEE PROJECT SPECIAL PROVISIONS) I _ SEE PROFILE FOR ELEVATION
oamNC FOOTER LOG, TYP.
STREAM
I CHANNEL BACKFILL WITH 'E
I EXISTING BED MATERIAL, TYP. 2' (0.811) MIN. D
I EXCAVATED POOL
PLE MPOR HOB! ( (SEE TYPICAL FOR
TE
POOL DEPTH
I I M37 STONE, TYP. (0.80)
I OW I M . h" REBAR ROD
I I EXCAVATED TRENCH FILTER FABRIC TYP.
I ` FOR LOO BILL NAIL FILTER FABRIC
CONSTRUCTION TO BACK OF LOG
I \ SEE PROJECT WkCIAL
\ IMPOMOUS DIKE PROVISIONS
\ (11ff PROJECT SPECIAL PROVISIONS)
SECTION A-A
NOTES:
PUMP-AROUND PUMP
1. DO NOT EXCAVATE POOL CLOSE TO FOOTER LOO. cI
2. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS al
BETWEEN HEADERS AND FOOTERS. JI
3. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE
DIRECTION OF THE ENGINEER. a
w1
EXAMPLE OF PUMP -AROUND OPERATION 4. POOL DEPTH SHOULD BE E TO 3 TIMES BANKFULL DEPTH. ~
e. SOUL RE To BE 25q'JC4' Mix. '
NOT TO SCALE ml
cl
,I
LOG SILL DETAIL
of
NOTES: NOT TO SCALE
1) All erareNan doll be performed in only dry or Iodated ° I
sections d channel. T
2) impervious dOw are to be wed N Isolate wok from
Sheam Row when neceso j
S) All Sreded are- ehaM M eleb111 1 whNdn 24 hose.
41 MdnteNnoe delrean Mow "aaIm de11be Incidental
to Ibe work This kw dr pwyw* na p
Yw0 no, dMnisn pipes, pump nd hoer. CD i
S) Pumps and hew doll be of uRkdent o to dewater
Ne work area,
0
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m MOJla Nt"MCE No, SHEET No.
p 1/9 1/3 1!8 1!3 1/8 119 R-0513WM pC
BANKFULL BANKFULL SANKFULL BAH! SANKFULL SANKFULL gemum MGM=
a WIDTH WIDTH WIDTH WIDTH WIDTH WIDTH
BURY END OF LOG VANES-
S. 0' INTO CHANNEL BED. A-6 BURY HEADER LOG INTO 20 TO
A CHANNEL BED. SECUR! LOGS TOGETHER EITHER 90' CUT NOTCH o3 ro
0 20' TO BY CABLING OR PENNING o -1 DET~IIN P 1a> ~lq„e~ PF
30- - ~ _ WITH REBAR. o o I
NAIL FILTER FABRIC RFN w~
TO BACK OF LOG VANE,
HEADER SEE PROJECT SPECIAL
FLOW #57 STONE LOG PROVISIONS
0 LOG FLOW #57 STONE
FILTER FABRIC VANE 0
FILTER FABRIC
ROOTW
_ 0 0 0 OOTWAD
POOL o
1
HEADER
RO CK I
FORO K POOL EXCAVATED PER
RACK DIRECTION OF ENGINEER LOG
A A VANE
KEY IN VANE TO BANK POOL EXCAVATED PER
E
Y IN OF 8.0' AT AN DIRECTION OF ENGINEER KEY IN VANE TO BANK
MINIMUM
ELEVATION EQUAL T MINIMUM OF 8.0' AT AN
BANKFULL OR SLIGHTLY ELEVATION EQUAL TO
LOWER ~ LOWER OR SLIGHTLY
PLAN VIEW
PLAN VIEW
I
an PROFI
HEADER ROCK TYP. Am. SET HEADER ROCK BACK FLOW v
CLlYATIONLE FOR A MINIMUM OF 113 WIDTH =
FLOW OF THE FOOTER ROCK
BACKPILL WITH EXISTING
BED MATERIAL, TYP.
r~ 1
SIACKPILLLLRWITN EXISTING Cp 0 ~~~~~~2' (0.81) MIN. D
#57 STONE, L
TYP. , % EXCAVATED POOL
2' (O.ft) EXCAVATED POOL LOO VANE, TYP.
FOOTER ROCK, TYP. -
#67 STONE, TYP. (O.BM) I
CKS IN VANE AM SHOULD
EXCAVATED TRENCH NOT BE GAPPED OR HAVE ANY
EXC M N. HEADER LOG, TYP.
ROCK CROSS VANE SIGNIFICANT SPACES FILTER FABRIC, TYP.
FORSROCKCRO FILTER FABRIC, TYP. EXCAVATED TRENCH
FOR LOG VANE
SECTION A-A CONSTRUCTION
SECTION A-A
I
TIC VANE AN INTO
BANIQTILL IANKFULL ELEVATION BANKFULL TIE VANE ARM INTO
HEADER Ly BANKFULL ELEVATION
ROCKS
FLOW
4% TO 10% SLOPE
TO 10'' BLOFV
SACKFILL WITH EXISTING FLOW 4~
C
BED MATERIAL, TYP. a
#67 ETON! FILTER FABRIC FOOTER BED) SECURE LOGS TOGETHER,
ROCK6 J SEE PROJECT SPECIAL a
2' (D.H) BACKFILL WITH EXISTING ~I
ROCKS IN VANE ARM SHOULD BED MATERIAL, FP. PROVISIONS wl
IS HIMUN NOT BE GAPPED OR HAVE ANY °
ROOTWAD ~t
SIGNIFICANT SPACES #57 STONE, P.
SECTION B- B FILTER FABRIC, TYP. o
SECTION B-B
of
NOTES:
1. DEEPEST PMT OF POOL TO BE IN LINE WITH WHERE [4 TES: °I
BOULDER DIMBI8ION8 FT VANE ARM TIES INTO BANKFULL. DEEPEST PART OF POOL TO BE IN LINE WITH WHERE °I
2. DO NOT EXCAVATE POOL T00 CLOSE TO FOOTER BOULDERS. VANE ARM TIES INTO SANKFULL.
FROM STATION TO STATION HEIGHT LENGTH WIDTH 3. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS DO NOT EXCAVATE POOL TOO CLOSE TO FOOTER BOULDERS. +I
STA. 205+21 BTA. 238+81 2.0 FT 4.0 FT 3.0 FT BETWEEN HEADERS AND FOOTERS. CLASS "A" STONE CAN BE USED TO REDUCE VOIDS +I
4. COMPACT IACKFILL TO EXTENT POSSIBLE OR AT THE BETWEEN HEADER$ AND FOOTERS.
DIRECTION OF THE ENGINEER. COMPACT BACKFILL TO EXTENT POSSIBLE OR AT THE of
5. POOL DEPTH SHOULD BE Z TO 9 TIMES IANKFULL DEPTH. DIRECTION OF THE ENGINEER.
NOTE: THESE DIMENSIONS SPECIFY 5. POOL DEPTH SHOULD BE 2 TO 3 TIMES SANKFULL DEPTH. of
THE MINIMUM BOULDER SIZE
of
ROCK CROSS VANE DETAIL LOG CROSS VANE DETAIL
NOT TO SCALE NOT TO SCALE ~I
- .

m IIIGIN7 wes4cz NO. 6NRlf NO.
N R-0513WM 2D
DEEM lNGINM
m I
I
kk
EASEMENT
GROWING '
GOOD e
~1 `~lpl ~ I
R ,tPN QPd I
K-V
I '
0.8' N87 STONE
I ~ I
CROSS PIPES: SIZE
AS INDICATED ON
THE PLAN SHEETS
I
Q FLOW
I
I
OI I
PROPOSED I 'W
CHANNEL I LOS CROSS VANE
LOCATION AS NOTED
ON PLAN SHEETS
CLASS I RIP RAP I CLASS A RIP RAP
AS ED
ON PLLANNSHEET$
I
I

PLAN VIEW
RIGHT OF WAY
1.4' MIN. N87 STONE, 0.8' DEPTH ARIGHT OF WAY
I I'/ I
NATURAL
GROUND i 50:1 10; I ROUNDL
1 I
I '
CLASS I RIP RAP
cl
a
~I
CROSS PIPE (SEE PLAN SHEETS FOR SIZE l TYPES) a
~I
w
~I
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N
01
SECTION A-A
o,
;I
U
STREAM CROSSING DETAIL - TYPE I
0I
NOT TO SCALE
NOTE: }
JI
1. BURY 20% OF PIPE DIAMETER UP TO 4811 (1200mm) PIPE, °I
AND BURY 1 (0.3m) OF PIPE FOR DIAMETERS ABOVE 48" °I
(1200mm).
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PRMKf AERARVU NO, EHEEr NO.
m R-05r3wM 3
UT TO LITTLE JACOB SWAMP SITE DEEIGN ENGINEER
SUMMARY OF QUANTITIES"&
MIX)
qF Q f° I,

I
I
Little Jacob Site - Soil Volumes Cut - 05111106 Little Jacob Site -Soil Volumes Fill - 05111106
Contour Incremental Incremental Additional Accumulated Contour Incremental Incremental Accumulated Accumulated
Station Distance Area Volume Volume 40% Volume, S Station Distance Area Volume Volume Volume, S Volume, S
ft sgft cult cu yd cu yd cu yd ft ft cult cud cult cu d
203+00 0.00 0.00 0 0 0 0 203+0 0.00 0.00
203+50 50.00 0.00 0 0 0 0 203+5 50.00 0.00 0 0 0 0
204+00 100.00 0.00 0 0 0 0 204+0 100.00 0.00 0 0 0 0
204+50 150.00 0 0 0 0 0 204+5 150,00 0.00 0 0 0 0
205+00 200.00 0.00 0 0 0 0 205+001 200,00 0.00 0 0 0 0
205+50 250.00 258.73 6,468 240 335 335 205+5 250.00 10.96 274 10 274 10
206+00 300.00 325.41 14,604 541 757 1,093 206+0 300.00 8.50 487 18 761 28
206+5 350.00 105.98 2,662 106 3,623 134
SUMMARY OF QUANTITIES 207+20 206+52 350.00 334.67 16,502 61, 656 1,948
400.00 339.26 16,848 624 874 2,822 207+ 400.00 77.47 4,586 170 8,209 304
207+50 450.00 411.48 18,769 695 973 3,795 207+ 450.00 76.28 3,844 142 12,053 446
208+00 500.00 415.53 20,675 766 1,072 4,867 208+ 500.00 83.72 4,000 148 16,053 595
Sectimt hm Unkr 208+50 550.00 359.47 19,375 718 1,005 5,872
209+00 600.00 361.81 18,032 668 935 6,807 ~+5 550.00 57.11 3521 130 19573 725
209+0600.00 73.00 3,253 120 22,826 845
~ S1EppGtrntaI CTra?iag and Grubbing I AC 209+50 650.00 236.42 14,931 553 774 7,581 209+5 850.00 33.00 2,650 98 25,476 944
226 Grading (52,800 cn yd CU4 000 Cu Fig I LS 210+00 700.00 376.26 15,292 566 793 8,374 210+0 700.00 31.60 1,615 60 27,091 1,003 !
Soo A'106i1irati0n I LS 210+50 750.00 326.72 17,575 651 911 9,285 210+5 750.00 72.92 2,613 97 29,704 1,100
211+00 800.00 297.70 15,611 578 609 10,095 211+ 800.00 64.06 3,425 127 33,129 1,227
866 Wvv= fencs, 48 fabric 7,300 PT 211+5 850.00 286.17 14,597 541 757 10,851 211+5 850.00 49440 2,837 212+00 900.00 235.80 13,049 483 677 11,528 105 35965 1,332
8" L?axbl~ 4L10- H' 14 R"tda 28 2 BA 212 900.00 69.37 2,969 110 38,934 1,442
I
212+50 950.00 281.43 12,931 479 670 12,199 212+ 950.00 56.82 3,155 117 42,089 1,559
866 4" Timber Pau fosft~ 88'Long ISM BA 213+00 1,000.00 297.28 14,468 536 750 12,949 213+ 1,000.00 57.02 2,846 105 44,935 1,664
876 S 213+50 1,050.00 283.08 14,509 537 752 13,701 213+ 1,050.00 67.27 3,107 115 48042 1779
876 Plain R C1mtA 50 TN 214+00 1,100.00 270.89 13,849 513 716 14,419 214+ 1,100.00 43.55 2,771 103 50813 1,882
214+50 1,150.00 359.07 15,749 583 817 15,236 214+ 1150.00 65428 2,721 101 53534 1983 !
1805 #57 Stow 370 TN 215+00 1,200.00 352.54 17,790 659 922 16,158
- 46433
17,170 215+ 1,200.00 7.50 2,790 103 56,324 2,086
1072 48-ReWarrAdCaEreretef* 30 LF 215+50 1,250.00 428.04 19,515 723 1,012
215+ 1,250.00 7,50
1032 48" Co"yZated Maa1 ftif 40 216+00 1,300.00 318.71 18,669 691 968 18,138 1,346 50 57,670 2,136
216+ 1,300.00 13.28 520 19 58,189 2155
216+50 1,350.00 239.10 13,945 516 723 18,861
1036 Fiber Fabric Z 410 SY 217+00 1,400.00 304.95 13,601 504 705 19,566 216+5 1,350.00 9.08 559 21 56748 2,76
1603 Taxporwy SikFe"" 6,670 L17 217+50 1,450.00 484.84 19,745 731 1,024 20,590 217+0 1400.00 0.12 230 9 56978 2184
217+501 1,450.00 58,17 1,457 54 60,435 2,236
218+00 1,500.00 473.33 23,954 887 1,242 21,832 218+001 1,500,00 1.00 1,479 55 61,915 2,293
1610 So&- , Control Stom 13 7711 218+50 1,550.00 371.39 21,118 782 1,095 22,927 218+5 1,550.00 3.38 110 4 62,024 2,297
30 219+00 1,600.00 302.27 16,842 624 873 23,801 219+0 1600.00 63.22 1,665 62 63,689 21359
1610 Straw for Erosion Comm& CZ=B 40 219+5 1,650.00 493.87 19,904 737 1,032 24,833 219+5 1650.00 60.61 3,096 115 66,785 2,474
220+00 1,700.00 344.68 20,964 776 1,087 25,920
1613 T' empormy Mulcchil IZ5 AC 220+50 1,750.00 344.68 17,234 638 894 26,813 220 1 700.00 12.42 1 ,826 68 68,611 2,541
220+5 1,750.00 68.18 2,015 75 70,626 2,616
1620 Seed for T Sndixf 450 LB 221+0 1,800,00 603.32 23,700 878 1,229 28,042 221+0 1,800.00 61.81 3,250 120 73,875 2,736
221+5 1,850,00 28070 22,101 819 1,146 29,188
1620 Ferthzw for T L75 TN 221+5 1,850.00 74.32 3,403 126 77,279 2,862
222+0 1,900.00 436.24 17,924 664 929 30,117 222+0 1,900.00 55.61 3,248 120 80,527 2,982
1630 Sik Excavation 30 CY 222+5 1,950.00 314.21 18,761 695 973 31,090 222+5 1950.00 51.59 680 99 83207 3,082
223+0 2,000.00 41548 18,242 676 946 32,036 223+ 200000 61.53 828 105 86,035 3,186
Z50223+50 2,050.00 233.13 16,215 601 841 32,877 223+ 2050.00 11.62 1,829 68 87,864 316N Sod fir Repaw Andw LB ,254
224+0 2,100.00 359,36 14,812 549 768 33,645 I
1661 Fertiliser 013 ZN 224+5 2,150.00 244.76 15,103 559 783 34,428 224+0 2,100.00 57.74 1,734 64 69,598 3,318
1 Seeding 300 LR 225+00 2,200.00 381.82 15,665 580 812 35,240 224+5 2150.00 48.39 2,653 98 92,251 3,417
662 S le,nplfQl 225+50 2,250.00 48330 21,628 801 1,121 36,362 225+0 2200.00 41.14 2,238 83 94,489 3,500
1663 Ferfaiver Tob"Sinff 11.75 EN 226+00 2,300.00 331.22 20,363 754 1,056 37,418 225+5 2,250.00 39.72 2,022 75 96,511 3,574
SP COrIItIMCgOEr swv*yixg 1 1S 226+50 2,350.00 352.23 17,086 833 886 38,304 226+ 2,300.00 102.08 3,545 131 100,056 3,706
226+5 2,350.00 61.82 4,598 70 104,653 3,876
227+00 2,400.00 355.45 17,692 655 917 39,221
SP Tempormy Stem Divsn I LS 227+50 2,450.00 332.42 17,197 637 892 40,113 227+ 2400.00 5446 3,407 126 108,060 4,002
1 5( 858 40,970 227+ 2,450.00 26.19 2,016 75 110,076 4,077 5I
SP CairFibK Afanixg 670 SY 228+00 2,500.00 329.12 16,539 613
228+001 2,500.00 56.77
2,074 77 112,150 4,154 SP BONMer Afal, 67 TN 228+50 2,550.00 232.46 14,040 520 728 41,698 228+501 2,550.00 20.16 1,923 71 114,074 4,225 ~
Pence SP Safety 229+00 2,600.00 242.06 11,863 439 615 42,313 229+02,600,00 20.43 1,015 38 115,088 4,263
229+50 2,650.00 256.47 12,463 462 646 42,960 229+5 2,650.00 25.80 1,156
43 116,244 4305
sdadluatilida 230+00 2,700.00 234,00 12,262 454 636 43,595 230+0 2,700.00 28.56 11359 50 117603 4,356
SP --spacial sdainill! R-4. 10 231+50 2,750.00 119.88 8,847 328 459 44,654 23D+5 275000 1148 1,001 37 118604 4393
231+00 2,800.00 303.56 100,58 ,586 392 549 44,603 I
_
SP LM Ifeadeaftow 36 EA 231+50 2,850.00 223.18 13,169 488 683 45,286 231+0 2800.00 2.90 360 13 118,964 4,408 6
,438
Rootwadr 232+00 2,900.00 403.67 15,71 580 813 46,098 231+5 232+0 22,850,900.00 .00 031.00 .91 798 30 120,632 44119,834 32 870 ,468
SP h" B F S• 232+55 50 2,950.OD 259.47 16,5579 614 660 46,958
233+00 3,000.00 242.05 12,538 464 650 47,608 232+501 2950.00 27.80 695 26 121,327 4,494
Stftorm 34% Stml U C 1Pen 233+50 3,050,00 192.94 10,875 403 564 48,172 233+0 3,000.00 40.13 1,698 63 123,025 4,556 !
234+00 3,100.00 233.68 10,666 395 553 48,725 233+5 3,000.00 35.04 1,879 70 124,904 4,626
234+50 3,150.00 247.80 12,037 446 624 49,349 234+0 3,100.00 32.39 1,686 62 126,590 4,689 0
235+00 3,200.00 218.89 11,667 432 605 49,954 2'~+5 3,150.01) 31.29 1,592 59 128,182 4,747
235+50 3,250.00 260.53 11,986 444 621 50,576 235* 3,200.00 29.71 1,525 56 129,707 4,804 N
236+00 3,300.00 236.23 12,419 460 644 51,220 235+5 31250.00 26.94 1,416 52 131,123 4,856 _
236+50 3,350.00 160.66 9,672 358 502 51,721 238+0 3,300.00 17.13 1,102 41 132,225 4897
237+00 3,400.00 187.30 8,449 313 438 52,159 2'~+5 3,350.00 13.40 763 28 132,986 4,925
237+50 3,450.00 172.58 8,997 333 467 52,626 237+0 3,400.00 34.09 1,187 44 134,175 4,969
238+00 3,500.00 0.00 4,315 160 224 52,848 237+5 3,450.00 0,00 852 32 135,028 5,001
238+0 3,500.00 0.00 0 0 135,028 5,001
APPROXIMATE QUANTITIES ONLY, UNCLASSIFIED EXCAVATION,\BORROW EXCAVATION, FINE GRADING AND CLEARING AND GRUBBING j
WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE FOR 'GRADING.' A SHRINKAGE FACTOR OF 1.4 WAS ASSUMED.
TOPSOIL SHALL BE EXCAVATED AND STOCKPILED SEPARATLY FROM THE WASTE MATERIAL SO THAT IT ACAN BE aI
PLACED BACK ON THE FLOODPLAIN ONCE GRADING IS COMPLETE. THIS EXCAVATING AND STOCKPILING SHALL
BE CONSIDERED A PART OF LUMP SUM GRADING AND DIRECT PAYMENT SHALL BE MADE.
• i

mtoiwr lum NQ Noy smarr N0.
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R-0513WU 4
MANtHt
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V 1 l 11 I _ EXISTING 48" RCP
J r
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Y EXISTING 54" RCP >

Y
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1 n

1 ~~~YYYY~~ / a
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R-0513WM 5
m
PROPOSED ALIGNMENT L_, -T1-, -T2- -T3- 'o°"
~N
a
STA 500+17.42 -T3-END -T3- 1 / f
TIE TO PROPOSED CHANNEL -L- AT ELEVATION 130.40
US 74
STA 236+61.72 -L- END STATE PROJECT R-0513WM
TIE TO 1350 RCP AT ELEVATION 129.86

TEMPORARY
W ilk - CONSTRUCTION
1 EASEMENT
ll~l
J \
c STA 400+60.78 T2- END 42-
N TIE TO PROPOSED CHANNEL -L- AT ELEVATION 130.40
y STA 500+00.00
-T3-
TEMPORARY BEGIN 43- 1 STA 400+00.00 T2- BEGIN 42-
CONSTRUCTION TIE TO EXISTING i w 1 TIE TO EXISTING CHANNEL AT ELEVATION 130.50
EASEMENT CHANNEL j
AT ELEVATION 132.0_(j TEMPORARY
CONSTRUCTION
TEMPORARY EASEMENT '
CONSTRUCTION l
ENTRANCE STA 300+00.00 -Ti- BEGIN -Tl-
l ' TIE TO EXISTING CHANNEL AT ELEVATION 131.76

W
/I

i STA 300+62.59 END -T1-
! I i TIE TO PROPOSED CHANNEL -L- AT ELEVATION 131.68
1 1 ~ ~

NCDOT RIGHT OF WAY
4 r Q

J
J 1 C,
I
STA 205+21 -L- BEGIN STATE PROJECT R-0513WM 400 m zma" 400'
TIE TO EXISTING CHANNEL AT ELEVATION 133.0
n
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MATCHLINE STA 209+78 SEE SHEET 7
3SEC~~#2

LV1
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STA 205+21.0 -L- BEGIN STATE PROJECT R-0513WM e
TIE INTO EXISTING CHANNEL AT ELEV. = 133.0
SEE STRUCTURE DATA TABLE SHEET 5A
FOR STRUCTURE LOCATION AND ELEVATION
1

FINgL
HOULD
DEPRESS LA D
ELEVAT B' BE W
FINA! DO LAIN ADE
LOCA ED (REMIOO D DUE TO FIE D CONDITIONS)
DATUM DESCRIPTION
THE LOCALIZED COORDINATE ETBTeM DEVELOPED FOR T® PEOjR T
o EASED ON THE STATE PLANE COORDINATES ESTA KA MD BY
NC66 FOR MONUMENT jrTc
\ •rrR NAD a STATE PLANE GRID COORDINATES OF
/ % ( \ NORTHING INML7A67E.) BASTING, SOUQI~KMEB
L / j / ' / ~ Nosrsara>Maaxm eealENO uauuwo
/ THE AVERAGE COMBINED GRID FACTOR UeID ON TE® PROTECT
L - -err
roROt1NO To GRIM Is S++PPwB
L % / I \ \ THE M.C. LAMBERT GRID TEARING c
LOCALIZED HORIZONTAL GROUND D6TANCE PROM Z
WTE'TO PROPUD SFRELM STATION RH+PEEEE0 z
NCDOT RIGHT OF WAY CANflA FT rfA f1EM'E a
ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DOTANCPS L
VERTICAL DATUM USED DI NGVD T
LEGEND
I e \ j I> C) RQCh; CROSS VANE
- - sL Q7 a
o LOG SILL-
00 z _
rjq0 ~WO LOG CROSS VANE
l41 ~
r
I
U
~TREAM PLUS
r
® DACKFILL EXISTING CHANNEL
102, sm mN ® WETLAND DEPRESSION C
>J -
*SEE DETAIL SHEETS

PROJECT !!PIRGs! NO. e
N EPlR NO.
R-0513WM 7
m DEX'GN CIGINIR
w W NOTE: SEE SHEET 5 FOR TEMPORARY
CONSTRUCTION ENTRANCE
s"i
t
SEAL
w w -
- :6

END -TI- STA 0+62.59 da
SA TO PROPOSED -L
/ T
220+ l w w AT ELEVATION 131,68 i
DOUBLE 14' GATES tA,y
28' OPENING REMOVE EXISTING\ 5 MID ~
-Rao~~ CA
- BM#2 EL = , 64/
LS3 /
138.9/3l
i X-SEC
I C
aa~ ^ \7 I X-SE '
'
N w
FINAL
I~
LEAVE A L 1D
e- DEPRESS A AN
LS2~ LV2 s FINAL BELOW ELEVA LS1 l y- / FINAL 00 LAIN GRAD
(REMOVE ONDITI DS) TO FIELp/ L
X-SEC #2 -SEC #3 -X-SEC #4 BEGIN -TI' rT 300+00 CONDITIQ14S1 / z
; TIE T EXISTING CHANNEL
ALEVATION 131.76 m %
®BM#1 ELEV.
138.27'~~~
-
%
II
FINAL SHOU1 / t
LEAVE TLAND PR P ISED-\fZ AM-CROSSING` v '~0
DEPRESS AT AN Via"
'AT
~y E FIN L ' BELOW INST ~
J~ FAL PLAIN GRADE ALL48' RCP I a
s STA 2t5tA, L- INVERT IN = 131.2` PRO~SED NCDOT
(REMOVED DUE TONFIELD ~ONDITIOy~) ST9-216+2-L-\~NVERT OUT = 131.1 RIGHT OF WAY '
LEGEND
ROCK CROSS VANEt
LOG SILL-
d LOG CROSS VANE.
(p, loo 53. @~. STREAM PLUG- c
DOUBLE 14' GATES ®
F~
28' OPENING BACKFILL EXISTING CHANNEL c-
® WETLAND DEPRESSION
E
/E- INGRESS/EGPESS
*SEE DETAIL SHEETS

m
PROJECT 1EMCVC! N0. $H!B NO.
a
R-05/3WM g
m PMGN MOINlEE
~~28a/ P r~6
SEAL
al0000
J. i
gy yF~tai
STA 236+61.72 -L- END SATE PROJECT R-0513WM,'-
TIE INTO EXISTING CHANN ELEV. = 129.86~%'
EN c-T3- StA~6 + .42~W / / sa
-11
TIE TO PROP SED~ L erg ( L
TA 33~~+71.4
SS
AT bATION 133
/ 1 /sr, A A
FINAL D SHOULD BEGIN -T \ T~_,50 +60\ \ J 1
LEAVE A LAND TIE TO,/EX15 ING AN L= l
DEPRESSI AT AN --AT ELEVATIO 132.0 _
ELEVAT B' BELOW g'
FINAL 00 LAI ADE
(O MOV NS) TO FIELD
STA 32+71.47 -L-
s
ST 501+17.42 -T3-
LS6 LV6
/ LS4
LSb` ~ A
k-SEC#11\V~1V 1
~A\~ 1
-SC'G' 10~ BCE FINAL D SHOULD \
C 36.88' I LEAVE A
X-SEC DEPRESSI ATA AN - - 1
$~C #7}~ ELEVATI 8' BELOW -
FINAL F 0 LAIN GRADE
-9E, END -T2- STA 400+60.78 (REMOVED DUE TO FIELD 1
~9 ~BEGIN -T - +I TIE ROP E.D CHANNEL CONDITIONS)
2 STA 400+' L STA 232+01.68g L i
4\.
TIE T ELEVATION 130` 0
AT ELEVATION 130.50NNEL
~i
ti~ _ chi v c~6.q° x , l` z
OVAL z
NCDOT RIGHT OF WZ
c
ty i c
M
LEGEND
R
T
S 0~ ROCP CROSS VAN=, 2
LOG SILL-
LOG CROSS VANE-
S ~ s1ll~/,J71 oe se ee STREAM PLUG• c
c
® BACKFILL EXISTING CHANNEL
L ® WETLAND DEPRESSION
SEE DETAIL SHEETS

I

I

I
I
04/24/06
N
°
0
+
0
49-
N

0
+
0
0
N
O
N
O
O
I
N
O
W
O
N _
+

C) rn
-
-
v>
° v°,
rr, Z-1
p o o°
3.08 POOL MIDPOINT
o o o _il_LLLLLLIJM 1. 11111111
STA 205+36.83 4- r
o o r,Tl o ELEV. =131.83
I n O rut) Z
c> ~ No
o p r0 Z rn + POOL MIDPOINT
cn c~ oo r -n I~ °o STA 206+17.41 -L
n f~ ELEV. =131.76
rn rn F
r rn Z
N
I O o POOL MIDPOINT
STA 206+91.46 -L-
o ELEV. =131.71 O
? M W
f ~H;
U3
POOL MIDPOINT
RM m
I oN STA 207+76.90
-L-
DD
ELEV. =131.62
0
o TOE OF RIFFLE
STA 208+37.93 -L-
ELEV. =132.76
10 POOL MIDPOINT
o0 STA 208+58-18 -L-
RUT O
ELEV. =131.54 T
POOL MIDPOINT
STA 209 + 65.83 -L- r
c ELEV. =131.45
4_1 MI M
i+ +Ff
0
74
POOL MIDPOINT
N STA 21031 36 84 -L-
THf
±H 1
0
TFFF
POOL MIDPOINT
SA 211+53.13 -L-
O _ ELEV. =131.28 TIF N _
a TOE OF RIFFLE
-Lit
ELEV.211320 350 -L-
a -
0
I N
N
° IPOOL MIDPOINT
T -44
HEAD OF RIFFLE ° STA 213+21.30 -IL
STA 213 + 37.71 -L- ELEV. =131.13
x'' s°
u ELEV. =132.35fig I'
r±lam±LLt
i o Q
van
a
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I
I
04/24/06
?
I
?
I
I
I
A POOL MIDPOINT
+ STA 214 +00.19
o ELEV. =130.9°7
I
I ~ POOL MIDPOINT
STA 214 + 81.77 -L-
+ ELEV. =130.90
0 rip
TFF E
LOG SILL +D54O.37T-L-
STA 215 + 42 -L- ELEV. =132.05 30.85
BEGIN 48' RCP CULVERT
A 215+75 -L- INV 132.03
+ END 48' RCP CULVERT
STA 216 + 05 -L- INV 132.00
POOL MIDPOINT
STA
ELEV.21 30.7397 -L-
N
+
TOE OF RIFFLE
444
A- CD
STA 217+12.05
°o EL =131.89
FUR F
POOL MIDPOINT
o r N STA 217+24.06 -L- "
o ELEV. =130.68 rn
+o
rn _-o
--Ti t~ ° POOL MIDPOINT
o o5 STA 218+36.11 A-
_44# .44 14M
? ~ o rn0 C ELEV. -130.59
Z
n O m 1
? o Z) rTl z rn + T7 414
POOL MIDPOINT
Q rn r °o STA 219+08.50 -L- 1
ELEV. =130.52
tttt
m o
z N
AM
o POOL MIDPOINT
I[E~fi i+ ELEV 21 30.4435 -L- O
o
4+4 1- o
+ M Q7
I TOE OF RIFFLE
fttt- I STA 220+76.13 -L- O
+ EL=131.57
c POOL MIDPOINT
STA 220+96.08 -L- rn
ELEV. =130.35
f+ 4-H4
tttt 0
STA tCtO~ 221u+D86.72T-L-
+ V4 4444 IT-4 44- 4
ELEV. =130.34
o°
+fff +H+
? POOL MIDPOINT O
n STA 222+73.45 -L-
ELEV. =130.19
o
I °
POOL 223+56.61 MID1 NT-L rn
? ELEV. =130.12
N
A
+o° TOE OF RIFFLE
STA 224+28.49 4-
EL=131.26 tttt
POOL MIDPOINT H-tt 4R4 STA 224+51.30 A-
° ° ELEV. =130.04
+
°o
I
? POOL MIDPOINT
° STA 225+37.71 -L-
N ELEV. =129.96
u N
° +
POOL MIDPOINT
STA 226+22.08 -L-
u
ELEV. =129.89 i ~~c g s
WT:qq
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I

04/24/06

I
-11 IT
I
TAIL OF RIFFLE 444+
N STA 226+85.00 -L- POOL MIDPOINT
14 EL=131.03 STA 227+06.30 -L-
c r..r~- m
ELEV. =129.72
HEAD OF RIFFLE
STA 227+22.05 -L- TAIL OF RIFFLE
ELEV. =130.94 LOG SILL STA 224 + 55.38 -L-
STA 227+47 -L ELEV.=130.86 EL 130.88
N
N
+ HEAD OF RIFFLE
o STA 228+00.71 -L- TAIL OF RIFFLE
° ELEV.=130.87 +H4 - STA 228+40.44 -L-
EL=130.80 POOL MIDPOINT
HEAD OF RIFFLE STA 228+49.78 -L
N STA 228+59.11 -L- ELEV.=129.59
ELEV. =130.84
+ TAIL OF RIFFLE -tail ±f+f 1111
00 STA 229+21,60 -L-
EL =130.73
POOL MIDPOINT
STA 229+39.28 A-
HEAD OF RIFFLE ELEV.=129.51
STA
EV 22 30.7596 -L-
EL
o 1 11.1 - r -i
+ LIIIII11T ±A +fi+ +H+ TAIL OF RIFFLE
° HEAD OF RIFFLE STA 230+13.33 -L-
° STA 230+52.26 -L- EL=130.65 POOL MIDPOINT
ELEV.=130.65 44 STA 230+32.80 -L-
mi
ELEV. =129.43
-10 N POOL MIDPOINT
o ni coo STA 214+00.19 -L- LOG VANE TAIL OF RIFFLE
< + ELEV.=129.36 IIX. STA 230+95.26
y °o STA 230+95 -L- ELEV.=130
C3 .57EL =130.57
HEAD OF RIFFLE
O p C) STA 231+21.30
TAIL OF RIFFLE
o ELEV. =130.59 __~D o p STA 231+72.79 -L-
-
° o rn o
Go p O c N EL=130 .50 POOL MIDPOINT
rri rn n p + HEAD OF RIFFLE STA 231 -L-
c~
9.29
o r O r~ °o STA 232 + 01.85 -L- ELEV. =129.29
rti
cn p y ELEV.=130.53 TAIL OF RIFFLE
STA 232+53.88 -L-
e ~ HEAD EL=130.44 STA 2 MIDPOINT
:zt O
p N OF RIFFLE +62.68 -L
m rn rn z ca STA 232+71.47 A ELEV. =129.23
ELEV. =130.47 TAIL OF RIFFLE O
I ° FH4
STA 233 + 35.49 -L-
I EL=130.36
I POOL MIDPOINT
• ~ CD TT
STA
I HEAD OF RIFFLE 233+48.89 ELEV. =129.14
N STA 233+62.29 -L-
ELEV. =130.40
LOG SILL TAIL OF RIFFLE
o° STA 234 + 06 -L- ELEV. =130.30 STA 234 + 15.69 -L-
0
HEAD 4. RIFFLE EL = POOL 130.3MIDPOINT
ELEV. STA = 2313 0.31 0.31 -L- STA 214+00.19 -L-
I TAIL OF RIFFLE
N STA 234+96.63 ELEV. =129.08
CA EL=130.22 POOL MIDPOINT
° STA 235+12.54 -L- O
HEAD OF RIFFLE ELEV. =129.00
STA 235+28.44
POOL MIDPOINT ELEV. =130.19 LOG SILL TAIL OF RIFFLE
STA 235+ 80.30 STA 235 + 67 A- ELEV. =130.16 STA 235 + 66.65 -L-
ELEV. =128.95 0W HEAD OF RIFFLE EL =130.16
+ STA 235+93.95 -L-
° TAIL OF RIFFLE
POOL MIDPOINT ELEV. =130.13 LOG VANE STA 236 + 15 -L- ELEV. =130.11 STA 236 + 14.80 -L-
STA 236+25.61 -L- HEAD OF RIFFLE EL=130.11
ELEV.=128.90 STA 236+36.40 -L-
ELEV =129 88 END CONSTRUCTION,
N TIE TO EXISTING 1350mm RCP
STA 36+61.72 -L- ELEV. =129.86
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P
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STREAMS -T1-, -T2- AND -T3- ""a'
PROPOSED PROFILES

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300+00 301+00 302+00 400+00 401+00 402+00 500+00 501+00 502+00 503+00
J
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m T1 - -T2- LEGEND _
T3_
EXISTING GROUND ELEVATION _ _ _ _ _ _
0
m PROPOSED CENTERLINE
M
J PROPOSED LOG SILL g
m
m PROPOSED LOG VANE
m PROPOSED ROCK CROSS VANE 25 ~0
~'0 d
a HORIZONnu vBttICAI

m
p See Sheet 1-A For Index of Sleets
STATE OF NORTH Ran •nn noNCr oNnNn w
CAROLINA C. R-0513 WM 4
~ can wnw
~ ~ r.anoaw oolnrmo I
34336.
M /1
• DIVISION t OF HIGHWAYS 343361 P4s
„ N CC9\ilh
ROBESON COUNTY
. I
w EROSION CONTROL
w , EROSION AND
SEDIMENT CONTROL MEASURES
LOCATION: LITTLE JACOB SITE: APPROXIMATELY 2 MILES SOUTH OF TEE LUMBERTON
I AIRPORT 12V ROBESON COUNTY, EAST OF SR 2418 (LUMBERTON RD.), AND Aw` MPS
I SOUTH OF EXIS77NG US 74 RIGET-0F-WAY. TowPon 86
1630.03 Towpomw1BNh
TYP OF WORRSTRBAM AND FLOODPLAIN GRADING,IN-STR&1M STRUCTURE PLACEMENTS, 163o,oe rNwNN,>»,.,i„ I
CULVERT INSTALLATION, AND ASSOCIATED EROSION AND SEDIMENT , " -
a CONTROL MEASURES. 160&M ape" "°'~Fm" u~ ul
360601 9o61erCoordl~Oaoo
in ) r
~ 163a02 ft Dow. T'70's ~ I
6 STA. 236+61.72 -L- END STATE PROJECT R-0513WM mum T.p.7md, eka.k T""
US 74 1633.03 TNyouq Book 8& 03mk T"-B
mum Toge•q 9o& 8oismt M. Tm"
M&N Tem"n r Bmk oo D*u T,p.B
T ' %am Bolt rvo h" Bdk m T,.w Tn».? - t
MUM 3e& pipe ldN6dlmatT,.p T77.6 ~r _1•'`
1636.01 Bmk Nk a
enm
1630
8dNo/ Bolo
VICINITY MAP PROJECT AREA SR 2418 (LUMBERTON RD) B•i ini twknowTep iu= T'oA A[3- OI--A)
l 1 ' n 163107 Ty" is g~ oxg~
EC-4 t~~~~t~
~
0 1637.03 Tpo C C 3- OR--C
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STA. 205+21 -L- BEGIN STATE PROJECT R-0513WM NCDOT RIGHT OF WAY
M EC-9 ~
I~ ROBESON COUNTY
1 ~ I
r i I
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\ I
II EC-2
W
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NC DOT CONTACT; JASON EWOTT I
a
a
GRAPWC SCALES RoADSM MVKRONMRNTAL VMT 10mley-Hom
o DI[7370N OF lff(2iWAYS and eeBOd9fBe,Inc. !bd
STATE OF NORTH CAROLINA ©m, • . "o BmdNd f)A^LM
tia.. rna~
+w+w w ~OgNFkmii~q,mk7N6gMNidD,a6y-8od•gpdM
100 50 100 2
} Usk•`!GD p-dTlm*m=.kWj%l,G idlmogX= td do Ww
•~""'<ti Reofewe0 by t e Office of: mMo 6Nm as nth" to t6kpv*r by I bw* as mdiei awed
dow
O PLANSROADSIDE ENVIRONMENTAL UNIT vim 9EAL
o i 030000 1 1 South Wilmington St.
Ralsitl, NC 21611 1633m T~
gsRHak 86 (8Nk 7y,od
2002 STANDARD SPECIFICATIONS
C
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1ROJd:? RlRACIC! NO, RNlCf N0.
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STA 205+21.0 -L- BEGIN STATE PROJECT R-0513WM F W
TIE INTO EXISTING CHANNEL AT ELEV. = 133.0

X39 ~
a`

/

L --BfI \
f \ c
/ C
EROSION CONTROL NOTES:
THE CONTRACTOR SHALL DILIGENTLY AND CONTINUOUSLY MAINTAIN ALL EROSION CONTROL
DEVICES AND STRUCTURES TO MINIMIZE EROSION.
_ / EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY, RELOCATED
V ~eri - - v WHEN AND AS NECESSARY, AND SHALL BE CHECKED AFTER EVERY RAINFALL. SEEDED AREAS
SHALL BE CHECKED REGULARY AND SHALL BE WATERED, FERTILIZED, AND RESEEDED AND
MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. PROVIDE PERMANENT OR
TEMPORARY GROUND COVER WITHIN 21CALENDAR DAYS. c
a~-obi---~
o ; DURING CONSTRUCTION THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ADDITIONAL
EROSION CONTROL MEASURES NOT SHOWN ON THE PLANS BUT NECESSARY TO CONTROL
EXCESS SEDIMENT, IF DETERMINED BY THE ENGINEER, c
N
\ WHEN SEDIMENT IS TRANSPORTED ONTO PAVED OR PUBLIC ROAD SURFACE, THE ROAD SURFACE c
SHALL BE CLEANED THOROUGHLY AS NEEDED OR AS DIRECTED. SEDIMENT SHALL BE REMOVED
140 Y FROM THE ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL
6 / DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS REMOVED _
N THIS MANNER.
141
DURING THE CONSTRUCTION OF THE PROJECT, SOIL STOCKPILES SHALL BE STABILIZED OR
LEGEND \ PROTECTED WITH SEDIMENT TRAPPING MEASURES.
THE CONTRACTOR SHALL ONLY CONDUCT BANK AND STREAM WORK, INCLUDING ALL IN STREAM
STRUCTURES, BANK STABILIZATION, GRADING, AND SEEDING AND MULCHING WORK, ON A SECTION
STREAM PLUG OF STREAM THAT CAN BE ENTIRELY COMPLETED WITHIN A SINGLE DAY,
100 0 50' 100 200
BACKFILL EXISTING CHANNEL ALL EXCAVATION SHALL BE PERFORMED IN THE DRY ON ISOLATED SECTIONS OF CHANNEL.
® .
® WETLAND DEPRESSION

04/24/06

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\ \ TIE INTO EXITING CHA " > \ 1
$ EL AT ELEV. 129.86
\ \ / 13

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Q See SlLlet 1-A For Index of Sleets
N
\ ST4TE OF e•n R•n"¦na~~ ~a,
¦ • FORTH CAROLIII to N.C. R-0513WM it °s
. ¦ ~ rrn nw."n r.•nncra ~n~ I
3436.4.1
DIVISION OF HIGHWAYS 34336.4,4 P.E.
w ` CONST,
ROBESON COUNTY
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4 PROPOSED PLANTING
I
LOCATION. LMZE JACOB SITE: APPROXIMATELY 2 MILES SOUTH OF THE LUMBERTON
I J AIRPORT 12V ROBESON COUNTY, EAST OF SR 2418 (LUAIBERTON RD.), AND
SOUTH OF EXISTING US 74 RIGHT-0F-WAY.
r~ TYPE OF WORK STREAM AND FLOODPLAIN GRADING,JN-STREAM STRUCTURE PLACEMENTS,
CULVERT INSTALLATION, AND ASSOCI
CONTROL M&1SURES. ATED EROSION AND SEDIMENT
n
STA. 236+61.71 -L- END STATE PROJECT R-0513WM T~\r f <
US 74
a I
I ~ I
VICINITY MAP PROJECT AREA SR 2418 (LUMBERTON RD)
(N.TS,)
I
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SHEET s 1 1
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STA 205+21 BEGIN STATE PROJECT R-0513WM In
M SHEET 7
ROBE50N COUNTY
r 1 I
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SHEET e
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• METHOD OF CLEARING III
NC DOT CONTACT; JASON ELLIOTi I
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n GRAPHIC SCALES DESIGN DATA PROJECT STREAM LENGTH = $!40 Li1yEAR jmgT bmleyHom DESIGN ENGDIZSBR DIVISION OF XIGHR'AYS
° PROJECT BUFFER AREA= 143 ACRES
° MANS PRMARBD Dr.. and assoclalee,lnc. STATE OF NORT11 CAROLINA
50 25 0 50 100 PROJECT RIPARIAN BUFFER RESTORATION AREA = 8.8 ACRES
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II 1' PRE-EXISTING CONDITIONS.
IL I
ALL FESCUE WITHIN THE CONSTRUCTION EASEMENT IS TO BE ERADICATED USING HERBICIDE.
NEXT THE SITE WILL BE RIPPED ON 10 FT CENTERS,
THE TEMPORARY HAUL ROAD IS TO BE RIPPED AND PLANTED ONCE NO LONGER NEEDED FOR
ACCESS FOR THIS PROJECT.
1. INSERT PLANTING BAR 2. REMOVE PLANTING BAR
AS SHOWN AN0 PULL HANDLE AND PLACE SEEDLING AT 3. INSERT PLANTING BAR 2'
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D C-35B OF RIP RAP ITYPI 0 I
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GROUND PLANTING BA4SHALL HAVE A V
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IF USING WOVEN COIR - I' THICK AT CENTER. -
1YA FIBER MAT INSTALL
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BENEATH MAT.
N
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ALL SEEDLINGS SHALL BE ROOT N
LIVE STAKE ( I N EARTH) PRUNEO. IF ERE SO LHAi
No ROUTS EX TEND ND MORE THAN
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NT6 R007 COLLAR. +
x
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~~VR TAI ZONE I STREAMBANK REFORESTATION SHALL BE PLANTED vI
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APPROXIMATELY 2124 PLANTS PER ACRE, of
0
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ZONE 2 BUFFER REFORESTATION SHALL BE PLANTED 6FT TO IOFT ON CENTER, of
RANDOM SPACING, AVERAGING 8FT ON CENTER, APPROXIMATLEY 160 PLANTS PER ACRE. , I
SEE PLANTING PLAN SHEETS L-2 THROUGH L-5 FOR AREAS TO BE PLANTED °i
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