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HomeMy WebLinkAbout20110311 Ver 1_Application_20110405of ° 7IR - 5 201, 1 o -c DENR . WATER QUALITY WMAMM dun c- .... - Office Use Only: 14 2 03 Corps action ID no. DWQ project no. Form Version 1.3 Dec 10 2008 Pre-Construction Notification PC Form A. Applicant Information 1. Processing I a. Type(s) of approval sought from the Corps: ® Section 404 Permit ? Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: or General Permit (GP) number: RGP 31 1 c. Has the NWP or GP number been verified by 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 Jurisdictional General Permit ? 401 Water Quality Certification - Express ® Riparian Buffer Authorization le. Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification: ? Yes ® No For the record only for Corps Permit: ? Yes ® No If. Is payment into a mitigation bank or in-lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in-lieu fee program. ? Yes ® No 1 g. Is the project located in any of NC's twenty coastal counties. If yes, answer 1 h below. ? Yes ® No 1h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ? Yes ® No 2. Project Information 2a. Name of project: Pitt 173, SR 1565, South Grimesland Bridge Road Over Island Swamp Pitt County Bridge to Box Culvert Replacement 2b. County: Pitt 2c. Nearest municipality / town: Grimesland 2d. Subdivision name: N/A 2e. NCDOT only, T.I.P. or state project no: 213.207411 3. Owner Information 3a. Name(s) on Recorded Deed: North Carolina Department of Transportation 3b. Deed Book and Page No. WA 3c. Responsible Party (for LLC if applicable): N/A 3d. Street address: 105 Pactolus Highway NC 33 P.O. Box 1587 3e. City, state, zip: Greenville, NC 27835 3f. Telephone no.: 252-830-3490 3g. Fax no.: 252-830-3341 3h. Email address: jbjohnson@ncdot.gov Page I of 11 PCN Form - Version 1.3 December 10, 2008 Version 4. Applicant Information (if different from owner) 4a. Applicant is: ? Agent ® Other, specify: Division 2 Environmental Officer 4b. Name: Jay B. Johnson 4c. Business name (if applicable): North Carolina Depratment of Transportation 4d. Street address: P.O. Box 1587 4e. City, state, zip: Greenville, NC 27835 4f. Telephone no. 252-830-3490 4g. Fax no_: 252-830-3341 4h. Email address: jbjohnson@ncdot.gov 5. Agent/Consultant Information (if applicable) 5a_ Name: N/A 5b. Business name (if applicable): 5c. Street address: 5d. City, state, zip: 5e. Telephone no.: 5f. Fax no.: 5g. Email address: Page 2 of 11 PCN Form - Version 1.3 December 10, 2008 Version B. Project Information and Prior Project History 1. Property Identification la. Property identification no. (tax PIN or parcel ID): Pitt 173,SR 1565, South Grimesland Bridge Road Over Island Swamp Latitude: N 35.496609 Longitude: - W 1b. Site coordinates (in decimal degrees): 77.181518 (DD.DDDDDD) (-DD.DDDDDD) 1 c. Property size: N/A acres 2. Surface Waters 2a. Name of nearest body of water (stream, river, etc.) to Island Swamp proposed project: 2b. Water Quality Classification of nearest receiving water: C;NSW 2c. River basin: Tar-Pamlico Lower Tar 03020103 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: Pitt 173 SR 1565, South Grimesland Bridge 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: 0 Square Feet of 404 Wetland Impacts For The Bridge to Box Culvert Replacement. 3c. List the total 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 Box Culvert Replacement ; the existing bridge has deteoriated and needs replacing. 3e. Describe the overall project in detail, including the type of equipment to be used: The Existing 22' Long by 24' Wide Timber Bridge will be replaced with a Proposed 19'-0" x 6'-1" x 38' Aluminum Box Culvert. Excavators,Dump Trucks,and Crane Trucks will be used for the Bridge To Box Culvert Replacement. 4. Jurisdictional Determinations 4a. Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ? Yes ®No ? Unknown project (including all prior phases) in the past? Comments: 4b. If the Corps made the jurisdictional determination, what type ? Preliminary ? Final of determination was made? 4c. If yes, who delineated the jurisdictional areas? Agency/Consultant Company: Name (if known): NCDOT Other: NCDOT 4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation. February,2011 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 6. Future Project Plans 6a. Is this a phased project? ? Yes ® No 6b. If yes, explain. Page 4 of 11 PCN Form - Version 1.3 December 10, 2008 Version C. Proposed Impacts Inventory 1. Impacts 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 impacts proposed on the site, then complete this question for each wetland area impacted. 2a. 2b. 2c. 2d. 2e. 2f. Wetland 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) Temporary W1 ? P ? T ? Yes ? Corps 0 Sq ft ? No ? DWQ . . W2 ? P ? T ? Yes ? No ? Corps ? DWQ 0 Sq. ft. W3 ? P ? T ? Yes ? No ? Corps ? DWQ 0 Sq. ft. W4 ? P ? T ? Yes ® Corps 0 Sq ft ? No ? DWQ . . W5 ? P ? T ? Yes ? Corps ? No ? DWQ W6 ? P ? T ? Yes ? Corps ? No ? DWQ 2g. Total wetland impacts 0 Sq. Ft. 2h. Comments: 0 Sq. ft. 404 Wetland Impacts 3. Stream Impacts If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this question for all stream sites impacted. 3a. 3b. 3c. 3d. 3e. 3f. 3g. Stream impact Type of impact Stream name Perennial Type of jurisdiction Average Impact number - (PER) or (Corps - 404, 10 stream length Permanent (P) or intermittent DWQ - non-404, width (linear Temporary M (INT)? other) (feet) feet) S1 ®P ? T Box Culvert Island Swamp ® PER ? INT ? Corps ® DWQ 20' 46' S2 ? P ? T ? PER ? Corps 0' 0 ? INT ? DWQ S3 ? P ? T ? PER ? Corps 0' 0' ? INT ? DWQ S4 ? P ? T ? PER ? Corps 0' 0 ? INT ? DWQ S5 ? P ? T ? PER ? Corps ? INT ? DWQ S6 ? P ? T ? PER ? Corps ? INT ? DWQ 3h. Total stream and tributary impacts 46 LF 3i. Comments: 46 Linear Feet of Stream Impacts Page 5 of 11 PCN Form -Version 1.3 December 10, 2008 Version 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 individually list all open water impacts 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 Temporary 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 4f. Total open water impacts None 4g. Comments: None 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 5L 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 will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ® Tar-Pamlico ? Other: 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) Temporary impact required. B1 ®P ? T Fill Island Swamp ® Nos 545 Sq. Ft. 375 Sq. Ft. B2 ® P ? T Fill Island Swamp ® Nos 560 Sq. Ft. 380 Sq. Ft. B3 ®P ? T Fill Island Swamp ® Nos 610 Sq. Ft. 405 Sq. Ft. 6h. Total buffer impacts 6i. Comments: See Page 6-A For Total Buffer Impacts Page 6 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 individually list all open water impacts 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 Temporary 01 ?P?T 02 ?P?T 03 ?P?T 04 ?P?T 0. Total open water impacts None 4g. Comments: None 5. Pond or Lake Construction If and or lake construction proposed, then complete the chart below. 5a. 5b. 5c. 5d. 5e. Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or purpose (acres) number of pond Flooded Filled Excavated Flooded Filled Excavated Flooded P1 P2 H 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 will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts below. If an impacts require mitigation, then you MUST fill out Section D of this form. 6a. ? Neuse ® Tar-Pamlico ? 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) Temporary impact required? 131 ®P ? T B4 Fill Island Swamp ® Nos 560 Sq. Ft. 400Sq. Ft. B2 ?P?T ?Yes ? No 63 ?P?T ?Yes ? No 6h. Total butter impacts 2275 Sq. Ft. 1560 Sq. Ft. 6i. Comments: Buffer Zone 1 Impacts = 0.05 Acres Buffer Zone 2 Impacts = 0.04 Acres get Pa of 10 PCN Form -Version 1.3 December 10, 2008 Version D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project. There are 0 Sq. Ft. of 404 Wetland Impacts for this Project: Therefore,The Wetland Impacts have been minimized to the greatest extent feasible, with just those impacts occurring for the Box Culvert installation for the project 1b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques. Use of existing roadway to operate construction equipment; no equipment will enter wetlands. 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a. Does the project require Compensatory Mitigation for impacts to Waters of the U.S. or Waters of the State? ? Yes ® No 2b. If yes, mitigation is required by (check all that apply): ? DWQ ? Corps 2c. If yes, which mitigation option will be used for this project? ? Mitigation bank El Payment to in-lieu fee program ? 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 if 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: acres 4g. Coastal (tidal) wetland mitigation requested: acres 4h. Comments: 3. Complete if Using a Permittee 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 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) - required by DWQ 6a. Will 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 impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 1.5 6f. Total buffer mitigation required: None 6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in-lieu fee fund). WA 6h. Comments: Page 8 of 11 PCN Form - Version 1.3 December 10, 2008 Version E. Stormwater Management and Diffuse Flow Plan (required by DWQ) 1. Diffuse Flow Plan 1 a. Does the project 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. Comments: Sheet flow through Vegetated Uplands and Special Sediment control Fence will be used to treat Stormwater Runoff from the road. Roadside ditches will have wattles installed to treat water before entering into the buffers; the roadside ® Yes ? No ditches are vegetated and will treat stormwater as well.The Existing Ditches and Pipes in the Buffers will remain Intact; there will be no disturbance of the existing pipes and existing ditches in the buffers. 2. Stormwater Management Plan 2a. What is the overall percent imperviousness of this project? N/A Roadway/Bridge Project % 2b. Does this project require a Stormwater Management Plan? ® Yes ? No 2c. If this project DOES NOT require a Stormwater Management Plan, explain why: 2d. If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan: Sheet flow through Vegetated Uplands and Special Sediment control Fence will be used to treat Stormwater Runoff from the road. Roadside ditches will have wattles installed to treat water before entering into the buffers; the roadside ditches are vegetated and will treat stormwater as well.The Existing Ditches and Pipes in the Buffers will remain Intact; there will be no disturbance of the existing pipes and existing ditches in the buffers. ? Certified Local Government 2e. Who will be responsible for the review of the Stormwater Management Plan? ? DWQ Stormwater Program ® DWQ 401 Unit 3. Certified Local Government Stormwater Review 3a. In which local govemment's jurisdiction is this project? NIA ? Phase II 3b. Which of the following locally-implemented stormwater management programs ? NSW ? USMP apply (check all that apply): ? Water Supply Watershed ? Other: N/A 3c. Has the approved Stormwater Management Plan with proof of approval been ? Yes ® No attached? 4. DWQ Stormwater Program Review ? Coastal counties 4a. Which of the following state-implemented stormwater management programs apply ? HQW ? 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 5. DWQ 401 Unit Stormwater Review Page 9 of 11 PCN Form - Version 1.3 December 10, 2008 Version 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 Information 1. Environmental Documentation (DWQ Requirement) 1 a . Does the project involve an expenditure of public (federal/state/local) funds or the ® Yes ? No use of public (federal/state) land? 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 State Clearing House? (If 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 Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards, ? Yes ® No or Riparian Buffer Rules (15A NCAC 2B .0200)? 2b. Is this an after-the-fact permit application? ? Yes ® No 2c. If you answered "yes" to one or both of the above questions, provide an explanation 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 impact 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 policy. If you answered "no," provide a short narrative description. 4. Sewage Disposal (DWQ Requirement) 4a. Clearly detail the ultimate treatment 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 5. Endangered Species and Designated Critical Habitat (Corps Requirement) 5a. Will this project occur in or near an area with federally protected species or ? Yes No habitat? 5b. Have you checked with the USFWS concerning Endangered Species Act ? Yes ® No impacts? 5c. If yes, indicate the USFWS Field Office you have contacted. E) Raleigh ? Asheville 5d. What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NCWRC and On-Site Investigation 6. Essential Fish Habitat (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? NCWRC 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a. Will this project occur in or near an area that the state, federal or tribal governments 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? NCDOT Historic Architecture and Archaelogy Natural Environment Unit of PD&EA 8. Flood Zone Designation (Corps Requirement) 8a. Will this project occur in a FEMA-designated 100-year floodplain? ® Yes ? No 8b. If yes, explain how project meets FEMA requirements: Box Culvert designed to no-rise standards 8c. What source(s) did you use to make the floodplain determination? FEMA FIRM Maps Jay B. Johnson March 18, 2011 Applicant/Agent's Printed Name pl ge pfs' Signature Date (Agent's signature val o y an orization letter from the applicant r ed. Page 11 of 11 PCN Form - Version 1.3 December 10, 2008 Version Moratorium Pitt 173.txt From: Wilson, Travis W. sent: Thursday, January 13, 2011 12:57 PM To: Sutton, Michael W Cc: Rogerson, Maria A; Johnson, Jay B Subject: RE: Pitt 173 WRC does not have any specific concerns. -----Original Message----- From: Sutton, Michael W Sent: Thursday, December 30, 2010 10:32 AM To: Wilson, Travis W. Cc: Rogerson, Maria A; Johnson, Jay B subject: Pitt 173 Good Morning Mr. Travis.... Division 2 plans to replace Pitt 173,an existing timber bridge with a proposed Box culvert. we would like to know if there is a moratorium at this location. Thank You.... mike Email correspondence to and from this sender is subject to the N.C. Public Records Law and may be disclosed to third parties. Page 1 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION BEVERLY EAVES PERDUE GOVERNOR March 10, 2011 Attention: Mike Sutton, Division 2 Environmental Specialist EUGENE A. CONTI, JR. SECRETARY Subject: Freshwater Mussel Survey Report for Proposed Replacement of Bridge 173 over Island Swamp, SR 1565 (Grimesland Bridge Road), Pitt County, NCDOT Division 2. From: Matt Haney, Environmental Specialist, Natural Environment Unit The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 173 over Island Swamp on SR 1565 (Grimesland Bridge Road) in Pitt County. Island Swamp is a tributary of Chicod Creek in the Tar River Basin. The United States Fish and Wildlife Service (USFWS) recognizes the federally endangered Tar River spinymussel (Elliptio steinstwi ana) as occurring historically in Pitt County. The Tar River spinymussel is endemic to the Tar and Neuse River Basins in North Carolina. This mussel requires a stream with fast flowing, well-oxygenated, circumneutral pH water. The bottom should be composed of uncompacted gavel and coarse sand. The water needs to be relatively silt-free and stream banks should be stable, typically 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 Tar River spinymussel within the proposed project study area. This review indicated that there are no known occurrences within the project study area. The closest historical record of the Tar River spinymussel is in the Tar River near Tarboro, more than 10 miles away from the project site. According to the North Carolina Wildlife Resources Commission (NCWRC) database, the Tar River spinymussel has never been recorded from Island Creek or Chicod Creek. A site visit was conducted on February 21, 2011 by NCDOT biologists, Karen M. Lynch (Permit # NC-2011-ES- 165), Dr. Logan Williams, Matt Haney and Mike Sanderson. At this site the stream is channelized through an agricultural watershed. In our habitat assessment we found no evidence of mussels or shells. The substrate is composed primarily of shifting, unconsolidated sand and habitat was found to be degraded and unsuitable for the target species. As a result of this site visit, as well as physical characteristics of the creek and a review of historical data, it appears that the Tar River spinymussel does not exist within the project vicinity. The Biological Conclusion for the Tar River spinymussel for proposed replacement of bridge 1.73 is "No Effect". MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS NATURAL ENVIRONMENT UNIT 1598 MAIL SERVICE CENTER TELEPHONE 919-707-6000 FAX 919.212-5785 LOCATION 1020 Birch Ridge Or, Raleigh, NC 27610 Project bwrking.Vo. (A,terrarl Ltse) I0-I2-0007 NO SURVEY REQUIRED FORAI PROJECT INI.ORM1IATION' Project No: Countv: Pitt HBSNo: 2B?0741 1 Document: Minimum Criteria Sheet 1--.A. No: N/A Funding.- ® State ? Federal Federal (US11CE) Permit Required? ® Yes ? No Permit Type: RGP 311 NWP 3 Project Description: Pitt 173 is an Existing 22' lone x 24' wide RC floor on timber joists bridge, to be replaced with an aluminum box culvert. SUMMARY OF CULTUR.Ai RESOURCES REVIEW Briefdescription gfrevietirac•tivities. results olreview, and conclusions: Review of HPO quad maps, historic designations roster, and indexes was undertaken on 27 January Ml 1. Based on this review, there are no existing NR, SL, LID. DE, or SS properties in the Area of Potential Effects (APE). Goo-le Maps "Street View" and current Pitt County GIS Mapping and tax information indicate that there are three structures present within the APE. 2585 S. Grimesland Bridge Road was constructed in 1978 and is not historic. 2566 S. Grimesland Bridge Road is older than fifty years of age, and 2632 S. Grimesland Bridgc Road was constructed in 1955 but both structures do not meet the criteria for National Reirister Eligibility based on Google Maps "Street View" and Pitt County GIS Mapping. Brief E_rplanation oj-why the available information provides a reliable basis far reasonably predicting that there are no unidentified historic properties in the APE: HPO quad maps recording, NR, SL, LID, DE, and SS properties for the Pitt County survey, Pitt County GIS information, Pitt County Tax Information, and Goo-le Maps "Street View" are considered valid for the purposes of determining the likelihood of historic resources being present. SUPPORT DOCUMENTATION See attached: Maps FINDING BY NCDOT CULTURAI. RESOURCES PROFESSIONAL NO SURVEY REOUTRED ARCHAEOLOGY ElISTORIC .gRCHITEcruRE (CIRCLE ONE) Cultural Resources Specialist O Date Vo Stwri Required-Dorm for Ahnor Tnv,sportatio.n Projects as Qualiiird in the : UO' Programmatie.igreemoa NCDOT ArchaeokoKv & lhstoric Archilecture Groups Project Tracking No. (Internal Use) 10-12-0007 NO SURVEY REQUIRED FORM PROJECT INFORMATION Project No: WBS No: F.A. No: 2B.207411 2B.207411 Federal (USACE) Permit Required? County: Pitt Document: MCC Funding: ® State ? Federal ® Yes ? No Permit Type: NWP 3 and RGP 31 Project Description: Replace Bridge No. 173 on SR 1565 (Grimesland Bridge Road) over Swamp Island Swamp with aluminum box culvert. SUMMARY OF CULTURAL RESOURCES REVIEW Brief description of review activities, results of review, and conclusions: The maps and file at the OSA were reviewed for this project on 1/27/2011. There are no previously documented archaeological sites in the APE, based upon reviewing OSA quad mapping, no are there previous environmental reviews or surveys. The CRS also reviewed photographs, various mapping, including soils, and design plans submitted by the Division 2 Environmental Program Supervisor. Additionally, Pitt County mapping from the 1938 Highway Commission maps was reviewed for any details of particular cultural or industrial interest. No further work is recommended. Note, cemeteries in the local vicinity should not be affected by this undertaking, as currently planned- Brief Explanation of why the available information provides a reliable basis for reasonably predicting that there are no unidentified historic properties in the APE: It is unlikely that undocumented, significant archaeological sites are located in the limited and disturbed APE. SUPPORT DOCUMENTATION See attached: vicinity map FINDING BY NCDOT CULTURAL RESOURCES PROFESSIONAL NO SURVEY REQUIRED - Archaeology 1/31/2011 NCDOT Cultural Resources Specialist Date "No Survey Required "farm for Minor Transportation Projecu as Qualified in the 2007 Programmatic Agreement. NCDOT Archaeology & Historic Architecture Groups 10-12-0007 PI TT 1-3 SR 1563. GRLUE-SL.- ND BRIDGE RO..1D OI'ER ISL.-1.NDS1-1;4211P EXISTING 22'x 24' TIMBL;R BRIDGE: TO BE RF-PI_ ICED IVITH PROPOSED 19'-0"x h'-1 "A L C' 111 N111 BOX C-1 Z VF_ R I' KILAI•IRLSG.SOl.11).11AP-1.'1DSHl_F_TV -11BER&P-8 OF THIS SOlt Sl RI TY-O1' PITT COUVTY LOJI R T4R 03010103 FIRM PANEL 5644 K ISL. JA 1) S {V-1:11P CI-ASO, AIAPNt';11BI:R 3"10365400 K J B,S ELEMENT A l :11BI;R 28.10741 - -- F F i X 1 ' 1 l usoo,.Ci,x} Pill 1 -3 - - - -- - - - --L- - - - -?, } Y'- h.lOhl6.Ull?? N--254 1?3?.'9h9 - tdtc:.ut 1 35^-2W-418" N3S,d96609 DEGREES ff' 7;.181518 DEGREES ; i n 1000 Feet No Survey Required "form for Minor Transportation h gxcA' as Qualified in the :007 Programmulic Agreement. NCD07• Archaeology & Historic Architecture Groups OLINA - SHEET NUMBER 66 CLINA - SHEET NUMBER 65 • '?? Rp ?? 1 co ??'' : r tom; crt2 CrA Ca 6t I LEA ` c CAA rs: ? - i i L*A sr ? ! f erv co C,A ft k' LOA a Cr ;.pA -?/ . s Cr8 LoA. ? - I ° . 1r CFA r Crq !A LOA Co /.. . { CKA F ?? 1 Ls rip 1 1 ' r 1 I f P - Bd ` 9y ? r INFVHMA'LWN AGENCY ti LA By ?l 1 dd. PITT 173 SR 1565, GRIMESLAND BRIDGE ROAD OVER ISLAND SWAMP EXISTING 22'x 24' TIMBER BRIDGE TO BE REPLACED WITH PROPOSED 19'-0"x 6'-1"ALUMINUM BOX CULVERT WILMAR USGS QUAD MAPAND SHEET NUMBER 66-B OF THE SOIL SURVEY OF PITT COUNTY LOWER TAR 03020103 FIRM PANEL 5644 K ISLAND SWAMP C; NSW MAP NUMBER 3720564400 K J1 BS L:L1 .II .1 7' .1't 1IBr-R'B. 20-t ",' h Dixon Ri f W y i. s Pitt 17.3 : iJ Y= 640626.0022 . 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