HomeMy WebLinkAbout20050787 All Versions_Complete File_20100726
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MICHAEL F. EASLEY
GOVERNOR
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STATE OF NORTH CAROLINA ~~rl.&lv.%~t~7';; 01'00;>'
DEPARTMENT OF TRANSPORTA TION7oR41~t;~/7} .
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L YND(})rIPPETI
SECRETARY
June 27, 2007
Mr, William Wescott
V,S Army Corps Of Engineers
P,O. Box 1000
Washington, North Carolina 27889-1000
Subject:
As-Built Report for Campbell Creek Mitigation Site, Beaufort County, TIP
Project No, R-2510WM, WBS#. 34440.4,1, Action ill 200511240
Dear Mr, Wescott:
Please find enclosed the As-Built Report for the subject site, The Division 2 5
Maintenance 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 ofthe As-Built Report: 1)
As-Built Plan Sheets (with adjustments highlighted in yellow), 2) Monitoring Gauge
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,
Please note that this is the northern portion (site 1, sheet 4) of the site that was
constructed. This portion of the project consists of freshwater marsh creation, The as-
built for the southern portion (site 2, sheet 5) was submitted 9-26-2006.
If you should have any questions or require additional information, please do not
hesitate to contact Mr. Randy Griffin at (919) 715-1425, Thank you once again for your
continued support and cooperation,
MAILING ADDRESS:
NC DEPARTMENT OF TRANSPORTATION
PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS
NATURAL ENVIRONMENT UNIT
1598 MAIL SERVICE CENTER
RALEIGH NC 27699-1598
TELEPHONE: 919-715-1334 or
919-715-1335
FAX: 919-715-5501
LOCATION:
PARKER LINCOLN BUILDING
2728 CAPITAL BLVD. SUITE 240
RALEIGH NC 27604
WEBSITE: WWW.NCDOT.ORG
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Sincerely,
Pq?u: .L>
Philip S. Harris, III, P ,E., CPM, Unit Head
PDEA- Natural Environment Unit
Enclosures
cc: Mr. Scott McLendon, USACE, Wilmington (w/o attachment)
Mr, Travis Wilson NCWRC (w/o attachment)
Mr. Gary Jordan USFWS (w/o attachment)
Ms. Kathy Matthews, USEP A (w/o attachment)
Mr, Randy Griffin, NCDOT-ONE
Mr, David B. Harris, PE, NCDOT- REU (wi attachment)
Mr. John Hennessy, NCDWQ (wi attachment)
Mr, Steve Sollod, NCDCM (w/attachment)
Mr, Douglas V, Huggett, NCDCM (w/attachment)
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PROJECT
LOCATION
VICINITY MAP
AS-BUilT
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GRAPHIC SCALE
PRO]BCT SUMMARY
50 25 0 SO 100
.I.II~ I ~
PLANS
TIDAL FRESH MARSH CREATION
BRACKISH MARSH CREATION
TIDAL FRESH MARSH PRESERVATION _
BRACKISH MARSH PRESERVATION
2.1 ACRES
1.0 ACRES
9.2 ACRES
19.3 ACRES
"~T& .Aft ~ ....... _ ....... .........
ST A TE OF NORTH CAROLINA "" ....
.c. 34440.4.1 1
DIVISION OF HIGHWAYS fta.... ....n. -
34440.4,1 PE
34440.4,1 R/W
34440.4.1 Conlt.
BEA UFORT COUNTY 0... _._______..__. -- -- -..-- . ~-~.__..__.- . .
LOCATION: CAMPBRT.T. CREEK AND POT GUT
EAST OF AURORA, NC ALONG NC 33
TYPE OF WORK:
WE7UND MITIGATION
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PREPARED, FOR 'I7lE OFFICE OF:
PreportJd In the OffiCI! of I
BUCK . 1KOc.r,~=:'U:1-
E'Na'nfi:ERIN'O~ ,.~.:~
PRO]BCT ENGINEER.
NCOOT
Project DevelDpment and Environmental Analysis
Naturol Environment Unit
2728 Capital BDulevard
Raleigh, North Carolina 27699-1598
KEVIN L. lWEEDY, PE
I'JlQ/lICT JIMmlIlIlll
PREL~~ARY PLANS
DO NOT UIB. POR. ctIll5TRUCTlON'
LB7TING DAm:
DOUG J. SMITH, PWS
l"JIlVZCT num>allI
NCDOT CONTACT:
JAMIE lANCASTER, PE
J'JIQ/llC7' -
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GENERAL NOTES
ROADW A Y ST ANDARD DRAWINGS
PIlOJ!CT W!R!Na NO. I IllEET NO.
R-25/0 WM I I-A
PItQIICT IN_
ENGLISH, JANUARY 2002
1, Wetland boundaries will be flagged prior to earth disturbing activities In any area.
2, Track mats may be necessary to worK in some are8s of the site,
WORKZONEVEHICLEACCESS .......... 1101.05
PORTABLE WORK ZONE SIGNS .".....,,, 1110,02
BENCHMARKS
BUSK _-..,,,-.ulIolllO
. _,__.11111
1'hoIlr. 11-...,
..WOIN.. R N~ '"'" 'tlo4lW4lO
CONSERVATION EASEMENT #1
8M # 1 ELEVATlON= 4.74' N= 569,991 E= 2,691,737
"BENCH UTE" NAIL SET IN 20" PINE TREE
8M # 2 ELEVATlON= 2.23' N= 510.084 E= 2,691,165
"BENCHUTE" NAIL SET IN 18" HARDWOOD STUMP
BM # 3 ELEVATlON= 4.17' N= 5700125 E= 2,890,729
"BENCH UTE" NAIL SET IN 18" CEDAR STUMP
CONSERVATION EASEMENT #2
BM # 4 ELEVATlON=4,40' N= 589,230 E= 2,892,260
"BENCH LITE" NAIL SET IN S" OAK TREE
BM#5 ELEVATlON=2,67' N= 588,725 E=2,6910131
"BENCH LITE" NAIL SET IN . HARDWOOD STUMP
BM # 8 ELEVATlON= 2.75' N= 588,073 E= 20690,356
"BENCHLITE" NAIL SET IN 8" PINE TREE
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][NDEX OF SHEETS
CONSTRUCT][ON SEQUENCE
1 .................... TI11.E SHEET
1-A ........."....... SYMBOLOGY, INDEX OF SHEETS, & CONSTRUCTION SEQUENCE
1-8 ................. NCDOT CONVENTIONAL SYMBOLS
2 ......,.........,,,. DETAILS
3 ................... SUMMARY OF QUANTmES
4 - 6 ....""..",,,. PLAN SHEETS
7 ................... SITE ACCESS PLAN
8 - 10 ............... REVEGETATION PLAN
The following construction sequence shall be used during implementation of the plan.
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1. The Contractor shall prepare a stabilized construction entrance.
2. The Contractor shall mobilize equipment and prepare the staging area(s) and stockpile area(s) as shown in the plans. If necessary,
erect any safety fences, silt fences, or barriers, Stockpile materalls that will be needed during the Initial stages of construction.
3, Construction traffic shall be restricted to the area denoted as "Limits of Disturbance" on the construction plans,
4. The Contractor shall install sl~ checks and curtains at locations indicated on the plans,
5. The Contractor shall install sediment fence around the staging area. Sediment fence will also be placed around the temporary stockpile
areas 8S material is stockpiled throughout the construction period.
6. The Contractor will begin excavating weUand areas to design grades. In any areas where excavation depths will exceed 1.0 foot,
topsoil shall be stockpiled and placed back over these areas to a depth of eight Inches to achieve design grades and create a soil
base for vegetation,
1. Once a Phase has been excavated to design grades, plants shall be installed in that section per the direction of the Engineer.
8. Once a Phase Is complete the Contractor will apply temporary seeding, permanent seeding, and mulch to any other areas disturbed
during construction. Pennanent seeding mixtures shall be applied as shown on the vegetation plan. Temporary seeding shall be applied
In all areas susceptible to erosion (I,e. disturbed ditch banks, steep slopes, and spoil areas) such that ground cover is established within
30 worldng days following completion of any phase of grading. Pennanent ground cover shall be established for all disturbed areas within
15 wor1<ing days or 30 calendar days (whichever Is shorter) following completion of construction,
9. All areas should be seeded and mulched before leaving the project slta, Remove any temporary erosion control devices,
10. The Contractor shall Insure that the site Is free of trash and leftover matarials prior to demobilization of equipment from the site.
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.S.U.E = SUBSURFACE UTILITY ENGINEER
ROADS & RELATED ITEMS
Edge of Pavement -_uu___u_h____n_nnn.
Curb._________________________________________
Prep. Slope Stakes Cut h__m_____m__mm
Prop, Slope Stakes Fill m__m__m_mmn.
Prop, Woven Wire Fence __n_______u_n____.
Prop, Chain Unk Fence m_~nmmm__n
Prop. Barbed Wire Fence m__n_m___h____
Prop. Wheelchair Ramp _m__nmh_n_____
Curb Cut for Future Wheelchair Ramp ____m
Exist. Guardrail -_m___nm_nnm_m_m
Prep. Guardrail --__n___nm_nm__n_nn_
Equality Symbol --u__mhm______m_~m_
Pavement Removal _u__UUhunhh_h_____
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RJGHT OF WAY
Baseline Contral Point m___m__m__u_____
Existing Right of Way Marker m________mu_
Exist. Right of Way Une wMarker __m_nm__
Prop, Right of Way Une with Propased
RIW Marker (Iran Pin & Cap) n__hmun
Prop. Right of Way Une wi1h Propased
(Concrete Dr Granite) IWf Marker ______nh_
Exist, Control of Access Une _____m_u_______
Prop, Control of Access Une ________h_hmu
Exist. Easement Une ____n_________m________
Prop. Temp. Construction Easement Une _____
Prop. Temp. Drainage Easement line _u__u_.
Prop. Penn. Drainage ECIS8ment Une un_____
___f.___
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MAJOR
Bridge, Tunne!, or Box Culvert ___nuu._n_ C CONC:J
Bridge Wing Wall, Head Wall
and End Wall ------___n_n__n_____n__ )CONC ""(
ST A TE
DIVISION
OlP NORTH CAROLINA
OF HIGHWAYS
CONVENTIONAL
MINOR
Head & End Wall nu___h_u_________n__ / CONe HW"-
Pipe CulVltrt n-______nhn____u__nn__n__ = = = =:
Faotbridge --n-__n___nhn_______n_____n__ >- _ _ _ _ _ <
Drainage Boxesn____n_u____.:__n______u___ 0 CB
Paved DitchGU1ter --_n_nn_nn_h____n_ _ _ _ _
UTILlTIBS
Exist. Pole -----__nu____nn__n____n______ .
Exist, Power Pole nn__n__n____n___n_n____ .
Prop. Power Pole n-_n__n___nu__n__n__n 6
Exist. Telephone Pole -----______m_nn______ _
Prop. Telephone Pole n___n__nunn______u <>-
Exist. Joint Use Pole n_______n___n_____n____ ....
Prop, Joint Use Pole -nn___n__u_____n__uC 4-
Telephone Pedestal ----____u__m___mn___ ill
UG Telephone Cable Hand Hold __u__Un_ Eiil
Cable TV Pedestal --m-_____mm___mm_ [f]
UG TV Cable Hand Hold_mhm__________ 5iI
UG Power Cable Hand Hold u_m__________ EijJ
~rarrt------------------_____________________ ~
Satellite Dish___nm___nunm_m__m_m }J
Exist, Water Valve n______n__h___n__________ @
Sewer Clean Out ---_m___n_n_m_____m__ $
Power Manhole mum___u_m_m_______u_ <V
Telephone Booth ---h______nnun___uhm rn
Cellular Telephone Tower -_h__u__Un___n_. ,i.,
Water Manhole m-_h______u_______m_m__ @
Ught Pole uu-------_u_____u____U__uh_n. 0
H-Frame Poleuh_____uu____h__n____u_u .-
Power Line Tower ----n-___n________nu_u_. 19)
Pole with Base -m_________U_nm__________ 13
Gas Valve ----n---_____n__nu___u________ 0
Gas Meter --_u__u__n____h_u_____________ ()
Telephone Manholeumu_n_m___u____m. (!)
Power Transformer ----__u__n_U__u_n______ B
Sanitary Sewer Manhole -----_____u___U_nh ~
Stonn Sewer Manhole -u-_________Uh_U_U @
Tank; Water, Gas, Oil n-u_m____nm____h *
Water Tank With Legs -mm___________mu. ~
Traffic Signal Junction Box____u_m_mun__ ill
Fiber Optic Splice Box___u__hmn_m__n__ ~
Television or Radio Tower --____m__m__m 18>
Utility Power Une Connects to Traffic
Sipnal Lines Cut Into the Pavement _Uh___n_ --rs-----rs--
SYMBOLS
Recorded Water Line _mn___m_m_m__
Designated Water Une (S.U.E..) m______m_ _ __ _ _
Sanitary Sewer un___~____n___n____________ -ss-ss--
Recorded Sanitary Sewer Farce Main ---f'SS-FSS-
Designated Sanitary SIlWer FcirceMain(S.U.E,'")_ FSS-FSS _
Recorded Gas Une n---m__umn_nm__--v--v--
Designated Gas Line (S.U.E. '") _______________ _ -<>- -<>-_
Storm Sewer -u--__u_____uu__________un_ -s
Recorded POWllr Une _n_________u__________ --1>
Desipnated Power Line (S.U.E..) ____h_m__ _ -1'_ ___
Recorded Telephone Cable ___n__n__n____ -T-T_
Designated Telephone Cable (S.U.E..) m____ --T- -T- _
Recorded lJrG Telephone Conduit -Tt-TC-
DlISignated lJrG Telephone Conduit (S.U.E..) _ -Tt--TC--
Unknown Utility (S.U.E,.) _m______m_m -'lUTl-'lllTl-
Recorded Television Cable n__________nu_ -lY-IY_
Designated Television Cable (S.U.E."') __m_ --lY--IY__
Recorded Fiber Optics Cable _______n______ -F6-F6-
Designated Fiber Optics Cable (S.U.E."') _m --F6--FO-
Exist. Water Meter m_____m_n__m____m 0
UG Test Hole (S.U.E."') __m____m_mnm_ ~
Abandoned Accarding to 00 Record m _ m ATt1Il
End of Information -_____n_n________________ E.ll.J.
BOUNDARIES &> PROPERTIES
State Line ---u----____u__n_________u_____ ______
County Unen_________________nn________u__ _____
Township Line -----U-Uh_U______n___nu_ _______
City Line__u______n_________n_________n____ _____
Reservation Line_u__u__n___n____n_h_____ _ __ ____
Praperty Line-___u__________u____________n_.__
Property Line Symbol h__n________U_h______ It
Exisf,lron Pin --mn______mm___um.-__- ~
Property Comer -------n__U__n_uu___h___ __+
Property Monument__n_____h_n_h__________ Jtw
Praperty Number -n---n__________un___h__ @
Parcel Number U--n--________h_nu_____n__ CD
Fence Une -n-nu--hn__U__h_n___u_n.. -x-x_-
ww & !SBW
Existing Wetland Boundaries__n_____________ _ -WLB- _
High Quality Wetland Boundary __nnn__n_ -HO WLB-
Medium Quality Wetland Boundaries ____n__ -110 WLB-
Low Quolity Wetland Boundaries _n_____u__ -LO WLB-
Proposed Wetland Boundaries u h _ h _ _ _u _u. -WLB_
Existing Endangered Animal Boundaries _ _ h u _ _ EAB _ _
Existing Endangered Plant Boundaries __ h _ _ _. _ _ El'B _ _
I I'ICmCT _a NO. I SHEET NO.
r R-2.5/0 WM T /-8
BUILDINGS & OTHER CULTURE
Buildings ------n-_n_n____n____n_n_____u U
Foundations _ _ __ __ n _ _ _ __ ___ _ _ _n_ ___ __ _ ____ __.
Area Outline m---__m_m_um___mm__
Gate ____ _ _ ___ ___ n _ n _ __ __ __ __ n__nn_ ______
Gas Pump Vent Dr UG Tank Cap ___n__u__
Church ______________________________________
SchCH)1 _______________________________________
Pank ________________________________________
Cdlmetery_____________________________________
Dam _______ --n_______________n_____________.
Sign__________________________________________
Well _ ____u_ __ _ _ ____ ____ __u__ __ __u___ _u____
Small Mine h________n___h__U_____________.
Swimming Pool ----n__UU___n____uunm
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TOPOGRAPHY
Loose Surface ----_n___n___n___u___u___. _ ___
Hard Surface ------______u_n______n______.
Change in Raad Surface __________u________ ___________
Curb _________________________________________
Right of Way Symbol _mu_m______m____. R/IV
Guard Posi ----____ ---________h____n__nn_ 0"
Paved Walk _______________________________. _ ___ __
Bridge -------hnnu____h__n______um__.) ( .
Box Cuwertor Tunnel ______u______n_____ ;=:::: :::(
Ferry n_n_ __ h__ u __ __ __ ____ n_n___ ____On. . _ _ ___ _ _ _
Culvert __ u h _n _ __ __ __ __ _u______Un______. ~u_______n_<
Footbridge __ __ __ u _. __ __ n u _h___U _Uhn__. .____..._ _____
Trail, Footpath ---_n_nu_u_______h_____n _ ___ _ .
Ught House
$
VEGETATION
Single Tree_h__n______u_m____n______u_. I!i
Single Shrub -------h-_______h_m_mum
Hedge _ __nh _ _ __ _ _ n n _ _ h h _ ______n _u_ __ _ rvv-vvvvv-v-,
Woods Line-____u________________n____uu__ ~
Orchard --n-uU__nhu___u_m____u_____ 000&00
Vineyard
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HYDROLOGY
Stream or Body of Water _______mh_______
River Basin Buffer n__un____nun__n______
Flow Arrow ----_n____h____U_h__un______
Disappearing Stream______ _______ ___On __Un
Spring _ _u ___ _00_ _ _ h -_______h_____n_ __ h __.
Swamp Marsh n__h_______________n______u_
Shoreline _u __ h __ ___ u _ ___ ____ __un___ __ n__
Falls, Rapids m-__m__u___nu__h__________
Prop l.ateral, Tail, Head Ditches -___m__un_
STRUCTURES
RAILROADS
Standard Gauge _ _ _ __ _ _ _ __ __ __ ____ __ ____.____
RR Signal Milepost __m______mu_m_m
S~ch _______________________________________
"",I.., 02/02/00
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TYPICAL CROSS-SECTION THROUGH MARSH CREATION AREAS
UPlAND
FRESH MARSH
CREATION LIM1TIl8HOWN
ON PlAN VIEWS
N,T.8,
EXISTING
~,
EXCAVATION
---
-------------------
DESIGN
BRACKISH MAR8H
8WALE (8EE DETAI~
.IIlltEI;
" EXCAVATlON UMITIl VvlLL VAAY AND ARE 8HOWN ON lliE PLAN VIEW SHEETS.
2. DESIGN E~ATlONS VvlLL BE DETERMINED DURING CDN8lRUCTIDN IITAl<EOUT
AND VvlLL BE BASED ON EX/8T1NG VEGETATlON COMMUNITY E~ATlONS,
BRACKISH MARSH
PIlOJ!Cf IIII'I!III!NC! NO.
R-25/0 WN
I'IlOJICf _NlIR
IHm NO,
2
SWALE DETAIL
NoT,S,
0'
BU,K --"'I'-.y_1DO
00Iy. _ a_mil
. _11__
ZNOINEIC N~ ,-= ..,...........,
w
I!XIS'I1NO
CAHAI.
!IlllU:
1. PURPOSE OF &WALE laTO AU..OWFLOWOl'IIIWlKISIl WA'lER1NTO THE Cll!ATlONAREA8.
2. IlARIC SOil. MA1ERIAL REMOVED DURING CON8TRUCTlON OF THE SWALES 8HAU. BE SPREAD
OVER CREATlONAREAll SUCHll1AT OESlGN ELEVATIONS ARE MAINTAINED.
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ST A TE
DIVISION
OF NORTH CAROLINA
OF HIGHWAYS
I'IIOJECT _CE NO, I SHEET NO,
R-25/0 WIJ I 3
PROJECT lNllINml
SUMMARY OF QUANTITIES
BYS;K --........,.--
Cory. H.... ConI1lnI2'I'1 1
I'tlCtft~ .1...........
ENO NO~,,,,, ,,--.....
QUANTITIES
Item Description Quantity Units
C Mobilization/ Oem oblllzlUon 1 LS
E Temporary Slit Fenoe LF
E TUItlIdIty Curtain SY
F Seedlllll and Mulching AD
G Grading 1 LS
H Stone, CI... A 76 TON
J Nonwown Filter Fabric, Type II 200 SY
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EARTHWORK SUMMARY
IN CUBIC YARDS
LINE TOTAL FILL TOTAL TOTAL
CUT BORROW WASTE
Northern Property 4172 0
Northern Property. SWele 46 0
Southem Property. A 1816 0
Southern Property. SWalea 277 0
TOTAL 8109
SHRINKAGE FACTOR 20%
GRANO TOTAL 8109
SAY 8126 0 8126
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/ --- ~--- ==-=-------
~ ---------=---_~ERrON RO;;;---__
Q} ------' ----
3! ---------=________ __ _______ __
-" -- --
. -- --
~ ------ - -- --- " /
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SWALE WM NOT CONSTRUCTED
DUE TO EXISTING SWALE
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DAVID AUSTIN
DEBRIS / STOCKPILE SITE
2.84 ACRES
SITE 1
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DIVISION OF HIGHWAYS
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J6G5.01 T_ lilt J.-
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2002 STANDARD SPECIFICATIONS
l6a3.01 ~.... IIllI CMok Typo A
TOTAl. SHEETS
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE
NOTES: .
1. TURNING RADIUS SUFFICIENT TO ACCOMODATE LARGE TRUCKS
SHALL BE PROVIDED.
2. ENTRANCECS) SHOULD BE LOCATED TO PROVIDE FOR UTILIZATION
BY ALL CONSTRUCTION VEHICLES.
3. MUST BE MAINTAINED IN A CONDITION WHICH WILL PREVENT
TRACKING OR DIRECT FLOW OF MUD ONTO STREETS.
PERIODIC TOPDRESSING WITH STONE WILL BE NECESSARY.
4. ANY MATERIAL TRACKED ONTO THE ROADWAY MUST BE
CLEANED UP IMMEDIA TEL Y.
5. GRAVEL CONSTRUCTION ENTRANCE SHALL BE LOCATED AT
ALL POINTS OF 1NGRESS AND EGRESS. UNTIL SITE IS ST ABILlZED, ~.
FREQUENT CHECKS OF THE DEVICE AND TIMELY MAINTENANCE
MUST BE PROVIDED.
6. NUMBER AND LOCATION OF CONSTRUCTION ENTRANCES TO
BE DETERMINED BY THE ENGINEER
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DESIGN ELEVATIONS FOR CREATION AREAS WILL BE BASED ON
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DURING CONSTRUCTION SURVEY.
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DURING CONSTRUCTION SURVEY.
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