HomeMy WebLinkAbout20110465 Ver 1_Application_20110516I
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STATE OF NORTH CAROLINA
DEPARTMENT OF TRANSPORTATION
BEVERLY EAVES PERDUE
GOVERNOR
May 6, 2011
USACE
Raleigh Regulatory Field Office
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Attention: Eric Alsmeyer
NCDOT Coordinator
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EUGENE A. CONTI, JR.
SECRETARY
11 0465
Subject: Replacement of Bridge No. 94 over Tributary to Tar River on SR 1565 in Person County.
TIP No. BD-5105K; WBS Element No. 42815.1.11
Dear Sir:
The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 94 over
Tributary to Tar River on SR 1565 in Person County. This project is being processed under the Low
Impact Bridge Replacement Program. The following are attached to this cover letter:
Attachment G: Low/Minimal Impact Bridge Data Sheet
USGS Topographic Map
Attachment L: NCDENR-DWQ Nationwide 3/WQC #3687/Riparian Buffer Data Sheet
USACE Preliminary Jurisdictional Determination Form
Stormwafer Management Plan
Jurisdictional Resources Summary Sheets
Permit Drawings
If you have any questions or need additional information, please contact Mr. Chris Murray at (919) 220-
4633.
rSincerely,
W. Bowman, P.E.
Division Engineer
c: Division 5 file, NCDOT
Rob Ridings, NCDENR-DWQ
Division Five- 2612.North Duke Street, Durham, North Carolina 27704
1 clephone: 919-220-4600 Fax: 919-560-3371
I_Ownvonimai Impact tssrlage rroject uata aneet
! TIP NO BD-5105K
WEIS 45351.1.11
I Coun Person
I Brid a Number Bridge 720094
I Description Bridge No. 94 over Trib.
of Tar River on SR 1565
l Basin Tar-Pamlico
Classification WS-IV NSW
Stream SIN 28-(1)
Type Inland
Size 20 It
[Type 1-span
Existing Structure ) Size 26 ftx 20 ft
Suff. Rating 49.3
Proposed Structure Type
Sze 1-span
65ftx30ft
USACE Impacts (LF) 55 linear feet
Stream Non 404Impacts LF 0 linear feet
USACE Impacts (AC) 0.03 acre
Wetlands Non 404 Impacts (AC) 0 acre
LAMA Im acts AC Not Applicable
NC DWQ Buffers I Impacts SF 55 linear feet
Buffer Application Required (>40 ft) (YIN) Yes
NC DWQ StormWater i Permit Required YIN No
Habitat(yln) aN wedgemussel: No
TSE Species Present nwedgemussel NO
Bio Conclusion wd wedgemussel: No EXeq
m
M
t
i Type Not Applicable
ora
or
u Dates Not Applicable
NativelHatche Not Applicable
( Trout Species Present Not Applicable
Trout Waters Trout Conditions YIN Not Applicable
I WRC Reviewer Not Applicable
CAMAI AECs Not Applicable
Essential Fish I Habitat In No
Nav.l O enin Not Applicable
USCG I Permit Not Applicable
Historic IProperties No Survey Required
Archaeological lResources No Survey Required
Tribal I Lands Not Applicable
4(? Aesources Not Applicable
6 LWCF I Resources Not Applicable
Wild and I Scenic River Not Applicable
Forest Service I Lands Not Applicable.
TVA IArea Not Applicable
FEMA IBu out No
FEMA I Flood Study No Involvement
USTs I Haz Mats No
IRelocatees No
i SLAT 36.3708212
Locat
on ?LDNG - 78.8355543
Project Comments No habitat for dwarf
wedgemussel per Karen
Lynch (PDEA-NEU) and
confirmed by USFWS.
``
_
Completed by:1 I
Lead Engineer
/L f=zi
Division Environmental Officer
516/2011
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I?° Bride o 94 over Tributary to Tar
? Xe,ni / Person aunty
Lat.:36. 71028 Long.78.834917-
Scale: 124,000
Triple S Brings USGS Tops Map (19 iveron SR 156b
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Datum: NAD27 Copyright (C) IUUB, My I opo
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality -
Beverly Eaves Perdue Colleen H. Sullins
Governor Director
Attachment L: Low Impact Bridge Replacement Process
Low Impact Bridge Project Number: BD-5105K County: Person
Bridge No. 94 over Tributary to Tar River on SR 1565
WBS Element Number: 45351.1.11
This project is subject to the Low Impact Bridge Process as agreed to on October 6,
2009. This project meets the documentation requirements and approval procedures
under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project
meets the standards of NCDOT's Minimum Criteria Rules.
Date: May 6, 2011
Applicant Name: J. W. Bowman, P.E.
Applicant Address: 2612 N. Duke Street
Durham, INC 27704
Primary Contact for Project: Chris Murray, PWS
Phone Number: (919) 220-4633
Is this an after-the-fact application:_Yes -X No
River Basin: Tar-Pamlico
Stream Classification: WS-IV NSW (DWQ Index Number: 28-(1))
Regulatory Authorization Options for this Activity
Federal: USACE Nationwide General Permit 3 - Maintenance
State: General Water Quality Certification #3687 and Buffer Authorization
Local: None
Dee Freeman
Secretary
Project Description: Replacement of existing 1-span bridge that is 26 feet long with another 1-
span cored slab bridge that is 65 feet long.
Permit Impacts: See attached permit drawings and summary sheets.
Stormwater Information: See attached stormwater management plan.
Signature: CA? c.
Print Name: C r
Title: (6 17-oIl
Transportation Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
Location. 2321 Crabtree Blvd., Raleigh, North Carolina 27604
Phone: 919-733-17861 FAX: 919-733-6893
Internet. http:llh2o.encstate.nc.uslnc etlandsl
NorthCarolina
Naturally
An Equal Opportunity 1 Afrumalive Action Employer
? -D - SioS- ?
ATTACHMENT
PRELIMINARY JURISDICTIONAL DETERMINATION FORM
BACKGROUND INFORMATION
A. REPORT COMPLETION DATE FOR PRELIMINARY JURISDICTIONAL
DETERMINATION (JD):
B. NAME AND ADDRESS OF PERSON REQUESTING PRELIMINARY JD:
NCDOT, Division of Highways
Division 5
2612 N. Duke Street
Durham. NC 27704
C. DISTRICT OFFICE, FILE NAME, AND NUMBER:
D. PROJECT LOCATION(S) AND BACKGROUND INFORMATION:) NCDOT TIP
No. BD-5105K, Bridge No. 94 on SR 1565
(USE THE ATTACHED TABLE TO DOCUMENT MULTIPLE WATERBODIES AT
DIFFERENT SITES)
State:NC County/parish/borough: Person City: Denny Store
Center coordinates of site (lat/long in degree decimal format): Lat. 36.3708212° N,
Long.-78.8355543° W.
Universal Transverse Mercator:
Name of nearest waterbody: Tributary to Tar River
Identify (estimate) amount of waters in the review area:
Non-wetland waters: Site 1 length in review area is 100 ft linear feet: Site 1 width
in review area is 20 ft width (ft) and/or acres.
Cowardin Class: Riverine
Stream Flow: Perennial
Wetlands: Site 2 in review area is < 0.1 acre, Site 3 in review area is 0.1 acre;
Site 4 in review area is <0.1 acre and Site 5 in review area is <0.1 acre acres.
Cowardin Class: Site 2 is forested, Site 3 is forested, Site 4 is forested and Site
5 is emergent
Name of any water bodies on the site that have been identified as Section 10
waters:
Tidal: N/A
Non-Tidal: N/A
E. REVIEW PERFORMED FOk SITE EVALUATION (CHECK ALL THAT APPLY):
? Office (Desk) Determination. Date:
® Field Determination. Date(s): November 30, 2010
1
1. The Corps of Engineers believes that there may be jurisdictional waters of the United
States on the subject site, and the permit applicant or other affected party who
requested this preliminary JD is hereby advised of his or her option to request and
obtain an approved jurisdictional determination (JD) for that site. Nevertheless, the
permit applicant or other person who requested this preliminary JD has declined to
exercise the option to obtain an approved JD in this instance and at this time.
2. In any circumstance where a permit applicant obtains an individual permit, or a
Nationwide General Permit (NWP) or other general permit verification requiring "pre-
construction notification" (PCN), or requests verification for a non-reporting NWP or
other general permit, and the permit applicant has not requested an approved JD for the
activity, the permit applicant is hereby made aware of the following: (1) the permit
applicant has elected to seek a permit authorization based on a preliminary JD, which
does not make an official determination of jurisdictional waters; (2) that the applicant
has the option to request an approved JD before accepting the terms and conditions of
the permit authorization, and that basing a permit authorization on an approved JD
could possibly result in less compensatory mitigation being required or different special
conditions; (3) that the applicant has the right to request an individual permit rather than
accepting the terms and conditions of the NWP or other general permit authorization;
(4) that the applicant can accept a permit authorization and thereby agree to comply
with all the terms and conditions of that permit, including whatever mitigation
requirements the Corps has determined to be necessary; (5) that undertaking any
activity in reliance upon the subject permit authorization without requesting an approved
JD constitutes the applicant's acceptance of the use of the preliminary JD, but that
either form of JD will be processed as soon as is practicable; (6) accepting a permit
authorization (e.g., signing a proffered individual permit) or undertaking any activity in
reliance on any form of Corps permit authorization based on a preliminary JD
constitutes agreement that all wetlands and other water bodies on the site affected in
any way by that activity are jurisdictional waters of the United States, and precludes any
challenge to such jurisdiction in any administrative or judicial compliance or
enforcement action, or in any administrative appeal or in any Federal court; and (7)
whether the applicant elects to use either an approved JD or a preliminary JD, that JD
will be processed as soon as is practicable. Further, an approved JD, a proffered
individual permit (and all terms and conditions contained therein), or individual permit
denial can be administratively appealed pursuant to 33 C.F.R. Part 331, and that in any
administrative appeal, jurisdictional issues can be raised (see 33 C.F.R. 331.5(a)(2)). If,
during that administrative appeal, it becomes necessary to make an official
determination whether CWA jurisdiction exists over a site, or to provide an official
delineation of jurisdictional waters on the site, the Corps will provide an approved JD to
accomplish that result, as soon as is practicable.
This preliminary JD finds that there "may be"waters of the United States on the subject
project site, and identifies all aquatic features on the site that could be affected by the
proposed activity, based on the following information: °
SUPPORTING DATA. Data reviewed for preliminary JD (check all that apply -
checked items should be included in case file and, where checked and requested,
appropriately reference sources below):
2
M Maps, plans, plots or plat submitted by or on behalf of the applicant/consultant:
vicinity map and plan.
® Data sheets prepared/submitted by or on behalf of the applicant/consultant.
? Office concurs with data sheets/delineation report.
? Office does not concur with data sheets/delineation report.
? Data sheets prepared by the Corps:
? Corps navigable waters' study:
? U.S. Geological Survey Hydrologic Atlas:
? USGS NHD data.
? USGS 8 and 12 digit HUC maps.
® U.S. Geological Survey map(s). Cite scale & quad name: 1:24,000; Triple
Springs.
? USDA Natural Resources Conservation Service Soil Survey. Citation:
? National wetlands inventory map(s). Cite name:
? State/Local wetland inventory map(s):
? FEMA/FIRM maps:
? 100-year Floodplain Elevation is: (National Geodectic Vertical Datum of
1929)
® Photographs: ? Aerial (Name & Date):
or ® Other (Name & Date):Site photographs (3/22/2010).
? Previous determination(s). File no. and date of response letter:
? Other information (please specify):
IMPORTANT NOTE: The information recorded on this form has not necessarily
been verified by the Corps and should not be relied upon for later jurisdictional
determinations.
Signature and date of
Regulatory Project Manager
(REQUIRED)
person requesting preliminary JD
(REQUIRED, unless obtaining the
signature is impracticable)
I IZ$ I II
Site Cowardin Estimated amount of Class of
Latitude Longitude aquatic resource in aquatic
number Class
review area resource
1 36.3708212 78.8355543 Perennial 100 linear feet Section 404
Stream
2 36.3708532 78.8358942 Forested <0.1 acre Section 404
Wetland
3 36.3708877 78.8357030 Forested 0.1 acre Section 404
Wetland
4 36.3709566 78.8354906 Forested <0.1 acre Section 404
Wetland
5 36.3707154 78.8354269 Emergent <0.1 acre Section 404
Wetland
Notes:
-Site 1 is crossed by existing bridge.
DATA FORM Q l7' S l u 5 \?
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: r. oar uri c. Qtov aA52 I5165- - o5-t; Date: ?- I -r Ito
ApplicanUOwner: N cool County: ?ers u n
Investigator: C r Jr ro State: N C
Do Normal Circumstances Exist on the site? (:2
) Community ID:
s
Is the site significantly disturbed (Atypical Situation)? Transect ID:
Is the area a potential Problem Area? Yes 0 Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
//1?
1. ch.Ker?4 Cyr:JfiCot FA(LJ
2T(4YiAU), VeAA ty4.i, c? 5(s R C L-1 10.
3.L !JuSt•rvr 91ACA59. -5b- A c it.
4. ACC( (A r0 -S- FRc 12.
5. Rcer (t,fy1 f,1,,^ T' Ar-
- IF 11
6.Torj codealyon rgd
)c?AS FA C, 14.
p
7.Li m e4kry, EuCpi term 'r F 7TC 15.
8. 16.
Percent of Dominant Species that are OBL, FACW or FAC .t?
f O O "J u
(excluding FAC-).
Remarks:
pre.\tncc off`-
?„a??opktit'?L
Sptc?t> at5i fi? ,
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs _ Inundated
Other ? Saturated in Upper 12 Inches
_ No Recorded Data Available Water Marks
Drift Lines
Sediment Deposits
Field Observations: Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
",Depth of Surface Water: N f- (in.) 7 Oxidized Root,Channels in Upper 12"
Water-Stained Leaves
Depth to Free Water in Pit: NI A (in.) _
Local Soil Survey Data
IFAC-Neutral Test
Depth to Saturated Soil: C O (in.) Other (Explain in Remarks)
Remarks: 1 `
W CAlo K eVJeit4-- at S;1-, ,
II
SOILS
TS-D- S t a & h
w etlw.Sl
C 1144. 0.kcyt 50..s. %A-Poo, l..l f
Map Unit Name 4We6"4v-ke: ?our 'A of e?
(Series and Phase): I'l6J qc(g t CJ V. J k.oe_ Drainage Class:
Cj%ew FlvuwqucAt5 c Dys+r. clhrepr3 Field Observations
Taxonomy (Subgroup): WLIg& l lto.e t T!jpr, a F(uvo j,cA fS Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Horizon (
Mun
s
el
l
M
oist) (Munsell Moist) Abundance/Contrast Structure, etc.
??
??
__
??
????
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n-I A 1?!` 5b.d-% I4 y••,
1"L 13 (040-61, (LS 16 CO-041dtsti-I - $ ?Ajkpj c.(" (mw?,
4-121- Q ( 6 2 o 26 6 Cu. Aural cl S?twc? G(c.
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
_ Aquic Moisture Regime _ Listed on Local Hydric Soils List
A educing Conditions _ Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
I
tTtid,/tL 50r\ qt' $c,.,P II/t? P0 1,A
WETLAND DETERMINATION
Hydrophytic Vegetation Present? No (Circle) (Circle)
Wetland Hydrology Present? No
Hydric Soils Present? fe No Is this Sampling Point Within a Wetland? Yes No
Remarks:
flU 3 put. -e+ccS cro- Ficu.l- ai
vek
Approver by HUUSAUL 3192
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
g ?-S t o5 1?
Project/Site: r."'tov. r ut Tc.r Riyckf dA I S D-5 oSK- Date: ro 0
Applicam/Owner: Acoar-
Investigator: c Ica County: tr
State: N L
Do Normal Circumstances Exist on the site? No
F Community ID : U A0.
Is the site significantly disturbed (Atypical Situation)? es
C Transect ID:
Is the area a potential Problem Area? Yes C / Plot ID:
(If needed, explain on reverse.)
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
s> S r-?r(„
2.Suh9vus U)r!5 wl_cj S 5 F CU' ,o.
3. Wti;tnr?tno?ren rw)„C„n, ? r r4 ,,.
U?•+?s gMert?y ??
a. f the w 12.
,
5. v'M'}I 4K.ar1 (Md F/f( w 13.
(er rJ,rd
s. A ? Fhc 14.
/?
7. ACA( (Vt(V r S? P// `- 15.
8. outrw) 0 5 5 /FCC- is.
Percent of Dominant Species that are OBL, FACW or FAC -7/9
(excluding FAC-).
Remarks:
PctuH\+ncc
??C- ??r??pti.-t'h.c.
5P<i.?e} at- 5ii•c.
HYDROLOGY
_ Recorded Data (Describe in Remarks): Wetland hydrology Indicators:
_ Stream, Lake, or Tide Gauge Primary Indicators:
_ Aerial Photographs Inundated
Other _ Saturated in Upper 12 Inches
No Recorded Data Available _ Water Marks
_ Drift Lines
Sediment Deposits
Field Observations: _ Drainage Patterns in Wetlands
Secondary Indicators (2 or more required):
Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper 12"
• _ Water-Stained Leave-•
Depth to Free Water in Pit: (in.) Local Soil Survey Data
FAC-Neutral Test
Depth to Saturated Soil: (in.) Other (Explain in Remarks)
Remarks: w e?-(" ?nyrk?o017 for DL S<rpc$? 4'1- Sam P)'4.2
f ol'A t•
SOILS
P1
' Glaw..c?.;.Serc..lnra-DOJ/1ti 'P
Map Unit Name /' wel,udkett PuJny D!'w?tcA
(Series and Phase):C 10-, ?s_ W e?. r..4kee oo^+> Drainage Class:
Fluvo.gJn,.hz DtiShro clrKPfif Field Observations
Taxonomy (Subgroup): L r c1+uAkee: ' r OC FlJ VNf? JfA IS Confirm Mapped Type? Yes
Profile Description:
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
inches Ho
izon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc,
r
o-( 1T (u z Sane ?o?. y
(? 3 lo7(L S 6 reW.d4srr,ot 5 ,L J,
c?R k ?oa-H
7 -(Z-? ?? (O 5kA111 L.?n?o q.-r-)
Hydric Soil Indicators:
_ Histosol _ Concretions
_ Histic Epipedon _ High Organic Content in Surfa ce Layer Sandy Soils
_ Sulfidic Odor _ Organic Streaking in Sandy Soils
Aquic Moisture Regime _ Listed on Local Hydric Soils List
_ Reducing Conditions _ Listed on National Hydric Soils List
- Gleyed or Low-Chroma Colors - Other (Explain in Remarks)
Remarks:
NOA-6.',&« 5VA AI- 5c'- Ph'.'g p67,1-
WETLAND DETERMINATION
Hydrophytic Vegetation Present7 e No (Circle) (Circle)
Wetland Hydrology Present? Yes
Hydric Soils Present? Yes pd'o\ Is this Sampling Point Within a Wetland? Ye No
Remarks: lJ
/Uon we-F1u& ai 5a-rPI.?nS Qo of
a,Lj
Approved by HQUSACE 3/92
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BD-5105K
(looking upstream).
(looking upstream).
(looking downstream).
STORMWATER M_'i NAGEMENT PLAN
Project: 4535
I.D. No. BD-5105K
Person County
5/03/2011
Hydraulics Project Manager: W. Herbert Turner, Jr., PE (Florence & Hutcheson)
Randy Boyd, PE (NCDOT Hydraulics Unit)
ROADWAY DESCRIPTION
The project consists of construction of a new 65 feet long 24" cored slab bridge to replace
the existing 26 feet long bridge #94 on SR 1565 over Tributary to Tar River. The total
project length is 0.082 miles. The project is located in the Tar-Pamlico River Basin. The
project drainage system consists of grass shoulders, grated inlets with associated pipes
and rip rap pads at the pipe outfalls.
Jurisdictional Streams: Tributary to Tar River
ENVIRONMENTAL DESCRIPTION
The project is located within the Tar-Pamlico River Basin in Person County. The stream
is classified as WS-IV; NSW. There are wetlands in the northwest, northeast, and
southeast quadrants of the bridge. Tar-Pamlico Buffer Rules have been adopted for the
project. Storm water impacts to the stream have been minimized by utilizing sheet flow
on grass shoulders along the roadway, draining to wetland, and compliance with Buffer
Rules to provide sheet flow before entering the stream. Wetland impacts have been
reduced to a minimum by avoiding ditching through the wetlands. The existing drainage
patterns have been maintained with the hydraulic design of the project
BEST MANAGEMENT PRACTICES AND MAJOR STRUCTURES
The primary goal of Best Management Practices (BMPs) is to prevent degradation of the
states surface waters by the location, construction and operation of the highway system.
The BMPs are activities, practices and procedures taken to prevent or reduce stormwater
pollution. The BMP measures used on this project to reduce stormwater impacts are:
Sheet flow on Brass shoulders along the roadway
This will promote infiltration and filtration of pavement runoff by directing sheet flow
over grassed shoulder slopes.
Discharge stormwater to wetland
Stormwater from the bridge will be drained to wetland to promote filtration at 12+35 LT.
Pipe outlet protection with class B rip rap will be used to dissipate energy to provide a
non-erosive sheet flow to the wetland with Q10=0.2 cfs and VI 0=0.4 fps.
Compliance with Buffer Rules to provide diffuse flow
NW quadrant: Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer. Bridge stonmwater will be drained to wetland to diffuse
flow. Thus, sheet flow will be provided through buffer.
NE quadrant: Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer. Thus, sheet flow will be provided
through buffer.
SE quadrant: Proposed roadway is in fill section and no proposed ditch or storm drain
outlet (concentrated flow) is expected through buffer. Thus, sheet flow will be provided
through buffer.
SW quadrant: Proposed roadway is in fill section and no proposed ditch (concentrated
flow) is expected through buffer. Pipe outlet protection with class B rip rap will be used
to dissipate energy and diffuse flow from bridge stormwater outlet at 12+35 RT to
provide a non-erosive sheet flow to the outfall area with Q10=0.2 cfs and V 10=1.3 fps.
This will provide approximately 30' of sheet flow before entering the buffer. Preformed
Scour Hole can not be used at this location because the slope of the ground downgrade is
25% (too steep).
No deck drains
This will avoid direct discharge of storm water from the bridge deck into the receiving
water.
Bank stabilization
Bank stabilization with class II rip rap is provided on both sides of the stream at the
bridge crossing to provide long-term bank stability to prevent erosion. This will provide a
stable steam and the stream will not degrade in the evolution process.
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