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�Ary�,�(i7y Form Version 1.3 Dec 10 2008
Re����
Pre-Construction"tR�otification PC Form
A. A licant Informallon
1. Processing�
. 1 a. Type(s)of approval sought from the
Corps: � Seclion 404 Pertnit ❑ Sedion 10 Permit
1 b. Specify Nationwide Pertnit(NWP)�umber: 3 ar General Permit(GP)number:
1 c. Has the NWP or GP number been verified 6y the Corps? ❑ Yes � No
1 d. Type(s)of approval sought from the DWQ(check all that apply):
�401 Water Quality Certification—Regular ❑ Non-404 Junsdidional General Permit
❑401 Water Qualiry Certifiration—Express � Riparian Buffer Authorization
1 e. Is this notification solety for the record For the record only for DWQ 401 For the record onty for Corps Permit:
because written approval is not required? Certification:
❑Yes � No �Yes ❑ No
1 f. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation �Yes � No
of impacts? If so,attach[he acceptance letter from mitigation bank or in-lieu �
fee program.
1 g. Is lhe project located in any of NC's twenty coastal caunties. If yes, answer 1 h ❑ Yes � No
below.
1 h. Is the project located within a NC DCM Area of Environmental Concem(AEC)? ❑Yes � No
2. Project Information
BD-5102 B,Pitt 79 Bridge To Bridge Replacement SR 1200, Stantonsburg Road
2a. Name of project: Over ld Woman Branch
WBS Element Number 45348.12
2b. County: - Pitt
2c. Nearest municipality/town: Farmville
2d. Subdivision name: N/A
2e. NCDOT only,T.I.P.or state 45348.1.2 BD-5102 B
projed no:
3. Owner Informadon
3a. Name(s)on Recorded Deed: North Carolina Department of Transportation
3b. Deed Book and Page No. N!A
3c. Responsible Party(for LLC if N/A
appiicable):
3d. SVeet address: 105 Padolus Highway NC 33 P.O. Box 1587
3e. Ciry, state,zip: Greenville, NC 27835
3f. Telephone no.: 252-830-3490
3g. Fax no.: 252-830-3341
3h. Email address: jbjohnson@ncdot.gov
Page 1 of 11
, PCN Form—Version 1.3 December 10, 2008 Version
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4. ApQtica�t Irtfom�atio�(if dHFerent fiom ovme�
4a. Applicant is: ❑Agent � Other, specify: Division 2 Environmental Officer
4b. Name: Jay B. Johnson
4c. Business name North Carolina Depratment of Transportation
(if applicable):
4d. SVeet address: P.O. Box 1587
4e. Ciry, state,zip: Greenville, NC 27835
4f. Telephone no.: 252-830-3490
4g. Fau no.: 252-830-3341
4h. Email address: jbjohnson@ncdot.gov
5. AgenUConsultant Information (if applicable)
5a. Name: N/A
Sb. Business name
(if applicable):
5c. Street address:
5d. City, state,zip:
5e. Telephone no.:
Sf. Fax no.:
Sg, Email address:
Page 2 of 11
PCN Form-Version 1.3 December 10, 2008 Version
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B. Project Information and Prior Project History
1. Property Identification
1a. Property identification no. (tax PIN or parcel ID): BD-5102 B Pitt 79 SR 1200, Stantonsburg Road Over
Old Woman Branch
Latitude: N 35.607022 Longitude: -W
1 b. Site coordinates (in decimal degrees): 77.548601
(DD.DDDDDD) (-DD.DDDDDD)
1 c. Property size: N/A acres
2. Surtace Waters
2a. Name of nearest body of water(stream, river, etc.)to Old Woman Branch, a Tributary of Little Contentnea
proposed projed: Creek
2b. Water Quality Classification of nearest receiving water: C;Sw;NSW
2c. River basin: Neuse
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
SR 1200, Stantonsburg Road is a paved secondary state highway.Woodlands and Agriculture dominate the landscape.
3b. List the total estimated acreage of all existing wetlands on the property:
2757 Square Feet(0.06 Acres)of 404 Wetland Impads For The Bridge To Bridge Replacement.
3c. List the totai estimated linear feet of all existing streams(intermittent and perennial)on the property:
60' This site is part of a longer adjacent stream system
3d. Explain the purpose of the proposed project:
Bridge To Bridge Replacement ; the exisdng bridge has deteoriated and needs replacing. The UtiliGes will be relocated
as necessary with no 404 Wetland Impacts or Buffer Impacts.
3e. Describe the overall project in detail, inGuding the type of equipment to be used:
The Existing 54' Long x 31.8'Timber Bridge wiii be replaced with a Proposed 80'x 33'Cored Slab Bridge.
Excavators,Dump Trucks,and Crane Trucks will be used for the Bridge To Bridge Replacement.The Utilities wiil be
relocated with no 404 Wetland Impacts nor Buffer Impacts.
4. Jurisdictianal Determinations
4a. Have jurisdictional wetiand or stream determinations by the
Corps or State been requested or obtained for this property/
ro ect inciudin all nor hases in the ast? ❑Yes � No ❑ Unknown
P J C 9 P P ) P
Commerds:
4b. .If the Corps made the jurisdictional determination,what type
of detertnination was made? ❑ Preliminary � Final
4c. If yes,who delineated the jurisdictional areas? Agency/Consultant Company:
Name(if known): Jay B.Johnson Other: NCDOT
4d. If yes, tist the dates of the Corps jurisdidionai determinations or State detertninations and attach documentation.
June ,2010
5. Project History
5a. Have permits or certifications been requested or obtained for �Yes � No ❑ Unknown
this project(including all prior phases) in the past?
5b. If yes, explain in detail according to"help file" instructions.
Page 3 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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6. Puture Project Plans
6a. Is this a phased projed? ❑ Yes � No
6b. If yes, explain.
Page 4 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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C. Proposed Impads Inventory
1. Impads Summary
1 a. Which sections were completed below for your project(check all that apply):
�Wetlands � Streams-tributaries � Buffers
❑ Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impac[s proposed on the site, then complete this question for each wetland area impacted.
2a. 2b. 2c. 2d. 2e. 2f.
WeUand impact Type of jurisdiction
number— Type of impact Type of wetland Forested (Corps-404, 10 Area of impact
Permanent(P)or (if known) DWQ—non-404, other) (acres)
Tem ora
W1 � P �T Fill Bottomland � Yes � Corps 0.006 Acres
Hardwood Forest ❑ No ❑ DWQ 277 Sq. ft.
W2 � P ❑ T Fiif " Bottomland � Yes � Corps 0.06 Acres 2480
-� Hardwood Forest ❑ No ❑ DWQ Sq. Ft.
W3 ❑ P�T ❑Yes ❑ Corps 0
❑ No ❑ DWQ
W4 ❑ P �T ❑ Yes ❑ Corps �
❑ No ❑ DWQ
WS � P �T ❑Yes ❑ Corps
❑ No ❑ DWQ
W6 ❑ P ❑T ❑ Yes ❑ Corps
❑ No ❑ DWQ
2g.Total wetland impacts 0.06 Acres
2h. Comments: 0.06 Acres(2757 Sq. Ft.) of 404 WeUand Impads
3. Stream Impacts
If there are perennial or intermittent stream impacts(including temporary impads) proposed on the site,then complete this
question for all stream sites impacted.
3a. 3b. 3c. 3d. 3e. 3f. 3g.
SVeam impad Type of impact Stream name Perennial Type ofjurisdiction Average Impad
number- (PER)or (Corps-404, 10 stream length
Pertnanent(P) or intertnittent DWQ—non-404, width (linear
Temporary(� (��? other) (feet) feet)
S1 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S2 � P�T Pilings in Stream Old Woman � PER ❑ Corps 35' 62 Sq. Ft.
Branch ❑ INT � DWQ
S3 � P ❑ T Pilings in Stream Old Woman � PER ❑ Corps 35' 62 Sq. ft.
Branch ❑ INT � DWQ
S4 ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
SS ❑ P ❑T ❑ PER ❑ Corps
❑ INT ❑ DWQ
S6 ❑ P ❑ T ❑ PER ❑ Corps
❑ INT ❑ DWQ
3h.Total stream and tributary impacts 124 Sq.
Ft.
3i. Comments: 124 Square Feet of Stream Impacts Pilings in Stream
Page 5 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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4. Open Water Impacts
If there are proposed impads to lakes, ponds, estuaries,tributaries, sounds, the AUantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impac[ Waterbody type Area of impact(acres)
Pertnanent(P)w
Tem ora
01 ❑ P ❑T
02 ❑ P❑T
03 ❑ POT
04 ❑ P❑T
4f.Total open water impacts None
4g. Comments: None
5: Pond or Lake Construction •
If ond or lake construdion ro osed,then com lete the chart below.
Sa. 5b. 5a Sd. 5e.
Wetland Impacts(acres) SVeam Impacts(feet) Upland
Pond ID proposed use or purpose (aaes)
number of pond
Fiooded Filled Excavated Flooded Filled Excavated Flooded
P1
P2
SL Total None
5g. Comments: None
5h. Is a dam high hazard permit required?
❑Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed(acres):
5k. Method of construction:
6. Buffer Impacts(for DWQ)
If project wiii impact a protected riparian buffer, then complete the chart below. If yes, then'individually list all buffer impacts
below. If an im acts re uire miti ation, then ou MUST fill out Section D of this fortn.
6a.
� Neuse ❑Tar-Pamiico ❑ Other: None
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. . 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Pertnanent(P)or for Stream name mitigation (square feet) (square feet)
Tem ora im act re uired?
B1 � P 0 T Fill Old Woman Branch � Nos 604 Sq. Ft. 331 Sq. Ft.
62 � P❑ T Fill Old Woman Branch � Nos 949 Sq. Ft: 492 Sq. Ft.
B3 � P ❑T Fill Old Woman Branch � Nos 1254 Sq. Ft. 740 Sq. Ft.
6h.Total bufter impacts
6i. Comments: See Page 6-A For Total BuTfer Impacts
Page 6 of 11
' PCN Form—Version 1.3 December 10, 2008 Version
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4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries,tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individuaily list all open water impads below.
4a. 4b. 4c. 4d. 4e.
Open water Name of waterbody
impact number— (if applicable) Type of impact Waterbody type Area of impact(acres)
Permanent(P)or
Tem ora
01 ❑ P❑T
02 ❑ P�T
03 ❑ P�T
04 ❑ P❑T
4f.Total opeo water impacts
4g. Comments:
5. Pond or Lake Construction
If ond or lake construction ro osed,then com lete the chart below.
Sa. 5b. 5c. Sd. Se.
Wetland Impacts (acres) Stream Impacts(feet) Upland
Pond ID proposed use or purpose (acres)
number of pond
Flooded Filled Excavffied Flooded Fiiied Excavated Flooded
P1
P2
Sf.Total
5g. Comments:
Sh. Is a dam high hazard permit required?
❑Yes ❑ No If yes, permit ID no:
5i. F�cpected pond surface area (acres):
5j. Size of pond watershed(acres):
Sk. Method of consVucGon:
6. Buffer Impacts(for DWQ)
If project will impact a protected riparian buffer, then comp�ete the chart below. If yes, then individually list all buffer impacts
below. If an im acts re uire miti ation,then ou MUST fill out Section D of this form.
6a.
� Neuse ❑Tar-Pamiico ❑ Other: None
Project is in which protected basin? ❑ Catawba ❑ Randleman
6b. 6c. 6d. 6e. 6f. 6g.
Buffer impact
number— Reason Buffer Zone 1 impact Zone 2 impact
Permanent(P)or for Stream name mitigation (square feet) (square feet)
Tem ora im act r uired?
61 � P ❑T 84 Fill Old Woman Branch � Nos 1243 Sq. Ft. 734 Sq. Ft.
82 ❑ P ❑T ❑ Yes
❑ No
63 ❑ P ❑T ❑Yes
❑ No
6h.To4a1 buffer impacts 4050 Sq. Ft. 2297 Sq. Ft.
6i. Comments: 0.09 Acres Buffer Zone 1 Impacts 0.5 Acres Buffer Zone 2 Impacts
Page�of 10 �
PCN Form-Version 1.3 December 10, 2008 Version
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D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a. Specifica�ly describe measures taken to avoid or minimize the proposed impacts in designing project.
There are 2757 Sq. Ft.of 404 Wetland Impads for this Projed;Therefore,The Wetland Impacts have been minimized to the
greatest extent feasible, with no impads occurting on the project.The Utility Relocation will have No 404 weUand Impacts nor
Buffer Impacts.
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through consVuction techniques.
Use of exisdng roadway to operate construction equipment; no equipment will enter wetlands.
2. Compensatory Mitigation for Impacis to Waters of the U.S.or Waters of the State
2a. Does the project require Compensatory Mitigation for ❑ Yes � No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes,mitigation is required by(check all that apply): ❑ DWQ ❑ Corps
❑ Mitigation bank
2c. If yes,which mitigation option will be used for this
project? ❑ Payment to in-lieu fee progrem
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank:
3b. Credits Purchased (attach receipt and letter) Type Quantity
3c. Comments:
4. Complete ff Making a Payment to In-lieu Fee Program
4a.Approval letter from in-lieu fee program is attached. ❑Yes
4b. Stream mitigation requested: linear feet
4c. If using stream mitigation, stream temperature: ❑warm ❑ cool �cold
4d. Buffer mitigation requested(DWQ only): square feet
4e. Riparian wetland mitigation requested: acres
4f. Non-riparian wetland mitigation requested: ac�es
4g. Coastal (tidal)wetland mitigation requested: acres
4h. Comments:
5. Complete if Using a Pertnittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
Page 7 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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6. Buffer Miligation�State Regulafed Riparian Buffer Rules)—required by DWQ
6a.Wili the project result in an impact within a protected riparian buffer that requires ❑ Yes �No
buffer mitigation?
6b. If yes,then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
6c. 6d. 6e.
Zone Reason for impact Total impad Multiplier Required mi6gafion
(square feet) (square feet)
Zone 1 3(2 for Catawba)
Zone 2 1.5
6f.ToWI buffer mitigation required: None
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
pertnittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund).
N/A
6h. Comments:
Page 8 of 11
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E. Stortnwater Management and Diffuse Flow Plan (required by DWQ)
1. Diffuse Flow Plan
ta. Does the projed include or is it adjacent to protected riparian buffers identified � Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b. If yes,then is a diffuse flow plan included? If no, explain why.
Commerrts: Sheet flow tMough Vegefated Uplands arM special Sediment coMrol
Fence will be used to treat Stormwater Runoff from the road. Roadside ditches will
not enter into the buffers;the roadside ditches will sheet flow through vegetated � Yes ❑ No
uplands before entering into the buffers. Storm water will flow to Station 15+55 and
will sheet flow through an energy dissipator and special sediment control
fence.There are no weep holes in the proposed bridge,thus eliminating stormwater
run-off from the proposed bridge deck.
2. Stortnwater Mana ement Plan
2a. What is the overall percent imperviousness of this projed? N/A Roadway/Bridge Projed%
2b. Does this ptojed require a Stormwater Management Plan? �Yes ❑ No
2c. If this project DOES NOT require a Stortnwater Management Plan, explain why:
2d. If this project DOES require a Stortnwater Management Plan,then provide a brief, narzative description of the pian:
Sheet flow through Vegetated Uplands and special Sediment control Fence wiil be used to treat Stortnwater Runoff from
the road. Roadside ditches will not enter into the buffers;the roadside ditches will sheet flow through vegetated uplands
before entering into the buffers. Stortn water wiil flow to Station 15+55 and will sheet flow through an energy dissipator
and special sediment conVol fence.There are no weep holes in the proposed bridge,thus eliminating stortnwater run-off
from the proposed bridge deck.
❑ Certified Local Govemment
2e. Who wiil be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program
� DWQ 401 Unit
3. CeRified Local Govemment Stortnwater Review
3a. In which local govemmenYs jurisdiction is this project? N/A
❑ Phase II
3b. Which of the following locally-implemented stormwater management programs ❑ NSW
apply(check all that apply): ❑ USMP
❑Water Supply Watershed
❑ Other. N/A
3c. Has the approved Stormwater Management Plan with proof of approval been ❑Yes � No
attached?
4. DWQ Stormwater Pro ram Review
❑ Coastal counties
❑ HQW
4a. Which of the foliowing stateimplemented stormwater management programs apply � ORW
(check all that apply): ❑ Session Law 2006-246
� Other: NPDES Permit
4b. Has the approved Stormwater Management Plan with proof of approval been
attached? ❑Yes � No
Page 9 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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5. DWp 401 Unit Stormwater Review
5a. Does the Stormwater Management Plan meet the appropriate requirements? ❑Yes ❑ No
5b. Have all of the 401 Unit submittal requirements been met? ❑Yes ❑ No
F. Supplementary Infortnation
1. Environmental Documentation (DWQ Requirement)
1a. Does the project involve an expenditure of public(federallstate/Iocai)funds or the �Yes
use of public(federal/state) land? ❑ No
1 b. If you answered"yes'to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State ❑ Yes � No
(North Carolina) Environmental Policy Act(NEPA/SEPA)?
1 c. If you answered"yes°to the above, has the document review been finalized by the '
. Stste Clearing House? pf so, attach a copy of the NEPA or SEPA final approval
letter.) ❑Yes ❑ No
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
WeUand Rules (15A NCAC 2H .1300), DWQ Surface Water or WeUand Standards, ❑Yes � No
or Riparian Buffer Rules(15A NCAC 2B .0200)?
2b. Is this an after-thc�fact pertnit application? ❑ Yes � No
2c. If you answered"yes°to one or both of the above questions, provide an explanadon of the violation(s):
3. Cumulative Impacts(DWQ Requirement)
3a. Will this project(based on past and reasonably anticipated future impacts) result in �Yes � No
additional development,which could impad nearby downstream water quality?
3b. If you answered"yes°to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ po�icy. If you answered"no,' provide a shoR narrative description.
4. Sewage Disposal(DWQ Requirement)
4a. Clearly detail the ultimate Ueatment methods and disposition(non-discharge or discharge)of wastewater generated from
the proposed project, or available capacity of the subject facility.
N/A
Page 10 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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5. Endangered Species and Designated Critical HabiWt(Corps Requirement)
Sa. Will this projed occur in or near an area with federaily proteded species or �Yes � No
habitat?
5b. Have you checked with the USFWS conceming Endangered Species Act �Yes � No
impacts?
❑ Raleigh
5c. If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d. What data sources did you use to detertnine whether your site would impad Endangered Species or Designated Critical
Habitat?
Detertnination was made by Mr. Travis Wilson,NCWRC, January, 20'I1
6. Essential Fish Habifat(Corps Requirement)
6a.Will this project occur in or near an area designated as essential fish habitat? ❑Yes � No
6b. What data sources did you use to determine whether your site would impact Essential Fish Habitat?
Mr. Travis Wilson,NCWRC
7. Historic or Prehistoric Culturel Resources(Corps Requirement)
7a. Will this project occur in or near an area that the state, federal or tribal
govemments have designated as having historic or cultural preservation �Yes � No
status(e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b. What data sources did you use to determine whether your site would impact historic or archeological resources?
HEU NCDOT Historic Architecture and Archaeology
8. Flood Zo�e Designation (Corps Requirement)
8a. Will this project occur in a FEMA-designated 100.year floodplain? � Yes ❑ No
Sb. If yes, explain how project meets FEMA requirements: Bridge designed to no-rise standards
8c.What source(s)did you use to make the floodplain determination? FEMA FIRM Maps
Jay B. Johnson October 5,
� 2011
ApplicanUAgenYs Printed Name Ap ' n ge s Signature Date
(AgenPs signature is li on if n orization letter from the applicant
rov ded.
Page 11 of 11
PCN Form—Version 1.3 December 10, 2008 Version
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STATE OF NORTH CAROLINA
DEPAR`TMENT OF TItANSPORTATION
BEVERLY EAVES PERDUE EUGENE A.WNTI,JR.
GOVERNOR ' SECREfARY
Mazch 10, 2011
Attention: Mike Sutton, Division 2 Environmental Specialist
Subject: Freshwater Mussel Survey Report for Proposed Replacement of Bridge 79 over
Oldwoman Branch, SR 1200 (Stantonsburg Road), Pitt County, NCDOT Division
2
From: Matt Haney, Environmental Specialist, Natural Environment Unit
The North Cazolina Department of Transportation (NCDOT) proposes to replace Bridge
No. 79 over Oldwoman Branch on SR 1200 (Stantonsburg Road) in Pitt County. Oldwoman
Branch is a tributary of Little Contentnea Creek in the Neuse River Basin.
The United States Fish and Wildlife Service (LJSFWS) recognizes the federally
endangered Tar River spinymussel (Elliptio steinstansana) as occurring historically in Pitt
County. The Taz River spinymussel is endemic to the Taz and Neuse River Basins in North
Cazolina. This mussel requires a stream with fast flowing, well-oxygenated, circumneutral pH
water. The bottom should be composed of uncompacted gravel and coarse sand. The water
needs to be relatively silt-free and stream banks should be stable, typicaliy with many roots from
adjacent riparian trees and shrubs.
Prior to conducting in-stream surveys, a review of the NC Natural Heritage Program
database was conducted to determine if there were any records of the Taz River spinymussel
within the proposed project study area. This review indicated that there are no known
occurrences within the project study azea. The closest historical record of the Tar River
spinymussel is iri the Taz River neaz Tazboro, more than 10 miles away from the project site.
According to the North Cazolina Wildlife Resources Commission (NCWRC) database, the Taz
River spinymussel has never been documented in Oldwoman Branch or Little Contentnea Creek.
A site visit was conducted on February 22, 20ll by NCDOT biologists, Kazen M. Lynch
(Permit#NC-201 I-ES- 165), Dr. Logan Williams, Matt Haney and Mike Sanderson. At this site
the stream is channelized and incised, approximately 15-18 ft wide, with deep pools. In our
examination we found no evidence of mussels or shells. The substrate is composed primarily of
shifting, unconsolidated sand, silt and muck, and habitat was found to be degraded and
unsuitable for the target species.
As a result of trus site visit, as well as physical chazacteristics of the creek and a review
of historical data, it appears that the Taz River spinymussel does not exist within the project
vicinity. The Biological Cooclusion for the Tar River spinymussel for proposed
replacement of Bridge 79 is "No Effect".
MAILINGADDRESS � �
NC Dennrtrr.¢r+r OF 7uHSVOarnnorv 7�vrrorE: 9147071'i000 IOCATION:
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Nnmm�iErmrso�uier+rUNrt FA%: 97&212-5785 Raleig�,NC27670 '
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Soil Map-Pitl Cwnry.NortM1 Cemline &i1Be No.�0 on SR 1000 over Oldwoman Bre�h
Map Unit Legend
PiR CouMy,NdMi GmBne�NGUi)
Yap Unit SymEOI Wp Unk Namm Acraa(n�01 P�aanl 010.01
AYp AY��fine sarNy loam,0 ro 1 9.t I /.8%
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Btl &atlen fine santly bam 1.8� 2.8%
CrB2 Cra�en II�sa�Wy bam,1 10 e 1J 11.a%
pmcent slopes,ero0va
Nr9 Norldk eanAy bnm,1 to 8 pee¢�rt �.2 8�%
slopes
NrB3 NMOIk sanJy leem,1 ro 6 peiceM ].B �.3:6
� slopes,erotled �
Odl Odlla loartry fine sanE,0 w� 22� 3A'G
percentslopes
�WaO Wagramloamysantl,0loGpercen� J.J 5.1•h
siopes
�ohR/orAmofln[ereat � BI.E 100.P4
� Na[unl Rmourtes Web Sul Survey 3RSrz010
ComorvaUOn SaMCO Nationel Ceoperetive Sail S�may , Page]ol J
M'TX)I'Ar�fatty f HpukANba�PUp
I e '
! \'
�
I
� 7'rojecr Tmcktng Na.(/nlm�ol U.rr)
/0-oa-0o3 S
� NO SURVEY REQUIRED FORM
� PROJECI'INFORMATION
!'roject No.• 730079 County: Pitt
R'BSNo: 42608.1JA2 Document: PCE
F,A.No: - Funding: Statc X Fcdcml
Federa!(USACE)Permit Required? Yes No Permit 7�pe:
� Projecr Ducriptiort:Replaae Bridge I�a 79 on SR 1200(Sbntonsburg Road)over OMwoman
Brar�wifh off-site detour(�ro Imp�mrements plaro�ed). .
SUNIlNARY OF CULTURAI.NP.SOURCES REVIEW
Briejdescription ojreview activines,rerulte ojreview,and canc(usions:HPO quad maps,hisOOrfC
designatlans ms0az,arW indezes rerlewed on 6 dprit 2010 and yieWe�no NR,51„LD,DE,or
55 properties in the Area of Po6er�ai Effects(APE). The oounty archi6edural survey(1980s)
and related publitation reoorded�ro poperties in tlre APE(scae vo..v,,yt,mo x�mncwro�came
atvxrcbra.ry,amm Iaio✓/na f[aeenvf��e1:�u catmtv Mtsm.+tal sode[r.�,i�i))• Pitt Cou7lty arre�rt �
GIS mapping,aenal photography,and tau informatlon indiote severel post 1960 buildings
and ona dwelling daLad to 1946(viewed 6 AprO 2010). The 1946 house stands
approxima6ey 220 fee!southvrest of the preseM bridge and is an u�istlnguished example
M a type better represeated elsewhere i�the munty and reglon. ConstructcM in 1972,
� Bridge Na 79 is neit}�i�uded in tl�e NCDOT Histaic Bridge Survey,nm represe�rtative of
any distinctive engineering or aesthetic type. Google Maps°Street vew"mnflrmed absrsce
M hisGOric structuresl��dscaPes in A�E(vievred 6 April ZO10). No archi6ecWral wrvey
required for projed as curtmtly dd"ifred. . .
BriefErplanatlan ojwhy the available irfurn+atlon pmvides a reliable barisjor reasonab[y predrenng �
tha[[here are no uriidenNfied historic properfies in the APE:APE¢nM'Cd On ezisling bridge and �
e�ctends 40 fee[from�nterllne Oo tl�e N and 5 atM 200 fee[from dther end of the 6ridge bo
the E and W. While mt recent,the aounty su�vey Is well-exew6ed and reaords�ro propertlea
in the APE. CouMy GIS/�c mateNals and other images support absenoe of significant
architedural resouroa. No National Regisber-listed or-eligible propatias ar otber
properties of conaem are located witl�in the APE.
FINDING BY NCDOT CUL'1'URAL RESOURCES PROFESSIONAL
NO RVEY REQqIRED—Histwic Structures
.,,�,t�.��-��,,,�,� ti d '���a
N(.'DOT Culmral Resource.c Specialist. � Date
"Na3r,..ryRn�r,i.ef"/Nxm/'arM'mrT owmea,»y�.rn�.{a„ryr.n;.�zomv�ma.rn�er,.�m�. .
N(JIOf Ardnmlopr&NUroric,I rtl�lnnine Gro��
' I /
f \�
North Carolina Waterbodies Listed by County RecadsFound: 82
Notc:Watc�bodies are listed in morc ihan onc counry if Ncy cross counry lincs. Seareh Paremeters:
Couny: Piri
Class: �,
SD�es: %
Name: �
InUextt %
Name o/Streem Descnption Cujr. Gess Date Besin Stream index# �
Pitt Caunty
N6USE ftIVER Fmr� mouCh of C;Sw,uSW OS/O1/BB Neuse 2�-�BS) -
concencnea Creek co
St[eets Fecry
Contentnn.a Creek From dam af. Wi.lson C:Sw,NSW OS/U1/HH Neuae 27-tlti-1�1)
Water Oupply (wiggins
Mi11 Pontl) [n Neuse.
River
Lic[le erom sourre to C;Sw.[a5W GS/O1/88 Nzuse 27-86-?E
Con[entnea CLeek Con[entnea CreeY.
WaLtl Bun F[om souYCE CO Little C:SV.NSW OS/O1/88 N2us? 27-86-26-1
Con[entnea Cieek
Thompson Svamp From SOUeCe to Lit[le G Sw,NSW OS/O1/88 Neu3^ 27-86-[6-l.i
Con[entnea CrP?k
91ack Svamp From source to I.i.t,tla C;Sw,NSW OS/0 UBA Neus? 27-86-26-2
(JOnCCIICOGA Creek �
Ld�q9 Mill Run F[om SOU[G2 [o Blnck G Sv,NSW OS/O1/88 NCt192 29-86-26-2-1
Swamp
JaCOb Bxanch From sourre �o Black C:Sv,N5t9 CS/O1/88 lleuse 27-86-26-2-2
Svamp
Oltlwoman eranch From soucce co Li[Ue GSw.�tSW� OS/O1/80 t+euae ?7-86-26-3
Con[encnea Creek �
Pinalog Bcunch From source m Lit[le C;Sw�NSW OS/01/86 Neuse 2']-86-26-a
- Contentnea Cceek
Middle Sva�np From eoucce to Little C:Sa,NSW OS/O1/BB Navse 20-86-26-5
Conten[nea Creek
Geinnel Sloug❑ Fnom sorure co Neuse C:Sw,flSW GS/O1/88 Neus? 27-87
Rivei
Grinnel CreeY. £com sour�e to Neuse C;Sw,NSW �5/O1/88 Neuse 2"/-8"].5
Rive=
Swift Creek Ftom soucce [o mau[h C;Sw.HSN GS/O1/88 Neuse 2'1-9�-(0.5�
of eenc Bcanch -
Gum Swamp From source [o Svif[ - G Sw,NSW 05/O1/88 Neuse 27-97-1
CreeY.
Nobel Canal From aource to Swi.f[ C:NSW � OS/OlitlB Neue! ?7-9'7-3
C[eek
xocsepen Suamp From source to Suif[ r;Sw,NSW OS/01/88 t�euse 2�-91-3
Creel:
Siimnun BinnG� From suurce Lu Swifl C;SW,[ISw 05/O1/88 Neuse 2"/-97-3.5
Cxeet
Page I of 4 2011-10•01 07:09:00
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