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HomeMy WebLinkAbout20011186 Ver 1_Complete File_20010806?Q?OF vv n r ?9?G r > =1 CO ivncnaei r. tasiey, governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality August 14, 2001 DWQ # 011186 Wilson County Mr. James Trogdon, III Division Engineer, NCDOT Post Office Box 3165 Wilson, NC 27895-3165 Dear Mr. Trogdon: On August 6, 2001 the Division of Water Quality (DWQ). was notified by receipt of your applications regarding your plan to fill water and buffers for the purpose of upgrading SR 1221 in Wilson County. Approval from DWQ is required to disturb these areas. The enclosed application needs to be completed and returned to us with 7 copies of the application, supporting maps and documentation. In particular as described in 15A NCAC 2B .0502, we will require you to depict all stream buffers on your plans, address how you will direct the stormwater to sheetflow, discuss how you can impact Zone 1 but not Zone 2 and modify your plans which show temporary sediment and erosion control measures within 30 feet of the stream. Please show these on maps of suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 2H.0500. Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our rules or procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 2H .0505(c). The processing time for this application will begin when this information is received. If we do not hear from you by writing within three (3) weeks we will assume you no longer want to pursue the project and will consider it withdrawn. cc: Raleigh DWQ Regional Office Raleigh Corps of Engineers Central Files File Copy Robin Little, NCDOT (above address) Wetlands/401 Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Ph: (919) 733-7015 Fax: (919) 733-6893 a Customer Service 1 800 623-7748 Michael F. Easley Governor William G. Ross,Jr.Secretary Department of Environment and Natural Resources Kerr T. Stevens Division of Water Qualitv I'S ?QllY'AQS ( dYl DW # o l i l l 5 County V1 M Our, 1? 1$1 t7`ti _ C?e?l c- Dear Mr. On '? 6 t the Divi ' n of Water Quality (DWQ) w otified by receipt of your applications rega ing your plan to fill for the purpose of in X190 County. Approval from DWQ is required to disturb these &ADAs . Please provide seven copies of the following information and refer to the DWQ # listed above in your reply. In particular as described in n-*v-lxl Please show 15A NCAC 2B .0502, we will require you to I NIP( 111 these on maps of suitable scale (for instance 1" - 100 feet) so we can begin to determine your projects' compliance with 15A NCAC 21-1.0500. Please call at (919) 733-1786 if you ha procedural materials. This project will remain on h I .0505(c). The proce sl time for this application will hear from you by w ling within three (3) weeks we will will consider it with rawn. any questions or would require copies of our rules or J as incomplete in accordance with 15A NCAC 2H begin when this information is received. If we do not kssume you no longer want to pursue the project and ,° Sincerely, c1?1 ? ?v,r (a/YLS? John R. Dorney +M0 t 1 01 SS INN Cc: DWQ Regional Office tjCl?SS ' ` Corps of Engineers ) f File Copy Central Files aJ wv?es ArA N DENR Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Wedandsl401 Unit (919) 733-1786 Fax: (919) 733-6893 os-DOW Ss 0-0) STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR July 31, 2001 U.S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of the Neuse Road, Suite 120 Raleigh, NC 27615 SECRETARY F??f 011186 Attention: Mr. Eric Alsmeyer NCDOT Coordinator anumm c8pr Subject: Secondary road improvements to SR 1221 (Linnie Bunn Road) from existing pavement at junction with SR 1131 to Buckhorn Reservoir in Wilson County. Dear Mr. Alsmeyer: The North Carolina Department of Transportation (NCDOT) proposes to upgrade SR 1221 (Linnie Bunn Road) from existing pavement at junction with SR 1131 to Buckhorn Reservoir in Wilson County. SR 1221 is an unpaved roadway that will be upgraded to a paved roadway. Prior to inundation by expansion of the Buckhorn Reservoir, SR 1221 continued across Turkey Creek as SR 1128. Total project length is r-' -' approximately 0.6 miles. r} -= Transportation and highway laws of North Carolina (G. S. 136-44.6, 136-44.7, 136-44.7A, 136-44.8, and 136-44.9) require the NCDOT to develop annual work programs for construction and maintenance of secondary roads. These general statutes specifically set forth requirements for annual construction and paving of existing unpaved roads. Paving of these roads is performed in priority order as established by the NCDOT for each unpaved road within a given county. This number is based on characteristics of each road, including number of homes, schools, churches, businesses, industries, recreational facilities, traffic counts, presence of school bus routes, and value as a thoroughfare. Linnie Bunn Road is scheduled for paving in the 2001-2002 Secondary Roads Construction Program. Post Office Box 3165, Wilson, North Carolina 27895-3165 Impacts to Waters of the United States- . Construction of the project will necessitate impacts to waters of the United States in the Neuse River Basin. The project crosses three unnamed intermittent tributaries to Moccasin Creek, which are shown in the following table. Impacts to the streams from construction include 40 additional square feet (0.0009 acres) of fill in surface water and a total of 48 linear feet existing channel impacted. LOCATION EXISTING EXISTING PROPOSED PROPOSED Station Width in. Length ft. Width in. Length ft. 13+00 48 44 60 60 21+37 24 44 30 60 38+20 24 44 30 60 No impacts to wetlands associated with roadside shoulder and ditch construction are anticipated for the subject project. Waters of the U.S. Mitigation Avoidance: All wetlands or surface waters not affected by the project will be protected from unnecessary encroachment. No staging of construction equipment or storage of construction supplies will be allowed in or near wetlands or surface waters. Minimization: The side slopes have been steepened to the extent possible at jurisdictional sites. Sedimentation and erosion control Best Management Practices for the protection of wetlands and surface waters will be enforced during project construction. Continued coordination will occur with maintenance forces and the Environmental Officer during construction to minimize impacts to waters of the U. S. at these sites. Compensatory Mitigation: Construction of the project will result in less than 0.01 acres of total impacts to waters of the U. S. Impacts have been minimized to the maximum extent possible during the design process. Riparian Buffer Impacts Two of the three stream crossings are subject to the Neuse River Riparian Buffer Rules. The cul-de-sac proposed at the end of the road will have adequate stormwater control devices installed to protect water quality in Buckhorn Reservoir. The project terminates at a point more than 100 feet from the mean high water (MH ) level of the Buckhorn Reservoir. Coordination with the City of Wilson is underway to address current erosion problems located between the end of the existing gravel road and the MI-1W level of the Reservoir. Dewatering The NCDOT proposes to temporarily dewater the subject streams during the pipe replacements. This will involve the temporary placement of sandbags, sheet metal cofferdams, or Class B or Class 2 rip rap covered with filter fabric in the stream channel approximately 10 feet upstream of the proposed pipe inlet. To maintain water flow during construction, water upstream of this impervious structure will be-temporarily pumped out and conveyed downstream of the construction activity where it will be-allowed to filter through vegetation before flowing into the stream. The streams will be dewatered for less than five consecutive working days. This will result in only temporary impacts to these surface waters. Temporary impacts to the stream from this activity will result in the dewatering of a total of 0.005 ac. of streambed and approximately 26 linear feet of stream channel for each proposed pipe replacement, totaling approximately 88 linear feet. The sandbags or riprap covered with filter fabric will be entirely removed after construction. Permit Issues The purpose of this letter is to provide notification under Section 404 Nationwide Permit (NWP) 14, Linear Transportation Crossings. Authorization for the use of this NWP to the USACE is not required for this project, as the discharge into jurisdictional waters or wetlands associated with the project is less than 0.10 acre and requires no impacts to special aquatic sites (including wetlands). Also, notification to the North Carolina Division of Water Quality (NCDWQ) for Section 401 Water Quality Certificate (WQC) No. 3289 is required for this project. NCDOT will comply with all conditions associated with this NWP and WQC. Additionally, the purpose of this letter is to request authorization under a Section 404 NWP 33 to dewater the stream during project construction. The 401, WQC No. 3114 (which corresponds to NWP 33) does not require written concurrence from the NCDWQ as NCDOT intends to comply with conditions for the WQC. Regulatory Review The subject project has been reviewed and concurrence obtained from the State Historic Preservation Office that there is no effect to any National register or Study-listed properties within the subject projects area of potential effects. The subject project has been reviewed by the Environmental Officer and by the U.S. Fish and Wildlife Service (USFWS) representative for the presence of listed threatened and endangered species. The subject project has been determined to have no effect on any listed threatened or endangered plant or animal species. Summary NCDOT proposes to upgrade and pave SR 1221 (Linnie Bunn Road) in Wilson County. Prior to expansion of the Buckhorn reservoir, SR 1221 was continuous with SR 1128 to the east of the reservoir. Temporary impacts to the streams from dewatering activity will involve 234 square feet of streambed and 88 linear feet of stream channel. Impacts associated with the pipe replacement at this project include 0.0009 acres of fill in surface water and 48 linear feet of existing channel impacted. The project is located in the Neuse River Basin and the streams on the project are subject to the Neuse River Riparian Buffer Rule. The NCDOT asks that the dewatering of the stream be authorized under a Section 404 NWP 33. The NCDOT will adhere to all applicable Section 404 NWPs and Section 401 WQCs conditions. If you have any questions or need additional information, please contact Ms. Robin M. Little at (252) 237-6164. cc: Mr. David Franklin, Mr. John Dorney, NCDWQ, Raleigh Mr. David Cox, NCWRC, Creedmoor Mr. Garland Pardue, USFWS, Raleigh Mr. Bryant Bunn, P.E., NCDOT Division Maintenance Engineer Mr. Terry Ellis, Assistant District Engineer Mr. Don Lee, P.E., Environmental Operations Engineer Office Use Only: Form Version April 2001 USACE Action ID No. DWQ No. 011186 If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ® 401 Water Quality Certification ® Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 14, 33 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ? 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? H. Applicant Information Owner/Applicant Information Name: Mr. James H. Trogdon, III P.E., Division Engineer Mailing Address: North Carolina Department of Transportation /Division 4 P.O. Box 3165 Wilson NC 27895-3165 Telephone Number: (252) 237-6164 Fax Number: 252) 234-6174 E-mail Address:itrogdon@dot.state.nc.us 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Ms. Robin M. Little Company Affiliation: Division Environmental Officer Mailing Address: North Carolina Department of Transportation/Division 4 P.O. Box 3165 Wilson NC 27895-3165 Telephone Number: (252) 237-6164 Fax Number: (252) 234-6174 E-mail Address: rmlittle@a,dot state nc.us Page 3 of 12 M. Project Information Attach a vicinity map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailedsite plan showing property boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. 1. Name of project: SR 1221, Linnie Bunn Road 2. T.I.P. Project Number (NCDOT Only): NA 3. Property Identification Number (Tax PIN): NA 4. Location County: Wilson Nearest Town: Middlesex/Wilson Subdivision name (include phase/lot number): NA Directions to site (include road numbers, landmarks, etc.}: US 264 East to NC 581 north left onto SR 1129, left onto SR 1131, left onto SR 1128. 5. Site coordinates, if available (UTM or Lat/Long): UTM 17 754959E 3957615N - STANCILS CHAPEL quad (Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinctwaterbody.) 6. Describe the existing land use or condition of the site at the time of this application: Rural, residential/agricultural mix 7. Property size (acres): # 8. Nearest body of water (stream/river/sound/ocean/lake): UT to Moccasin Creek (L)WQ ID 27-53-(0.5) C NSW 9. River Basin: Neuse River (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available athttp://h2o.enr.state.nc.usiadmin/maps/.) 10. Describe the purpose of the proposed work: Grading, drainage, base, paving and erosion control to bring existing gravel road in compliance with standard safety design specifications, replace culverts. Page 4 of 12 11. List the type of equipment to be used to construct the project: Heavy construction equipment back hoe, track hoe excavator, dump truck) 12. Describe the land use in the vicinity of this project: Rural residential/agricultural mix. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: NA VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Page 5 of 12 Wetland Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) Located within 100-year Floodplain** (es/no) Distance to Nearest Stream (linear feet) Type of Wetland*** * List each impact separately and identify temporay impacts. Impacts include, but are not limited to: mechanized clearing, grading, till, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. ** 100-Year floodplains are identified through he Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps (FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or online at http://""v?.fema.uov *** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond, Carolina Bay, bog, etc.) List the total acreage (estimated) of existing wetlands on the property: NA Total area of wetland impact proposed: 0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on ma) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) 13+00 Culvert/rip-rap 16 UT to Moccasin Creek 3' Intermittent 21+37 Culvert/rip-rap 16 UT to Moccasin Creek 2' Intermittent 38+20 Culvert/rip-rap 16 UT to Moccasin Creek 2' Ephemeral * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associatedip-rap, dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain), stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. * * Stream names can be found on USGS topographic maps. If a stream has no naive, list as UT (unnamed tributary) to the nearest downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at Ni vw.usss.sov. Several internet sites also allow direct download and printing of USGS maps (e.g., www•.topozone.com www.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 48 Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U. S. Open Water Impact Site Number (indicate on ma) Type of Impact* Area of Impact (acres) ) Name Waterbody (if ap pplicabllee) Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc.) * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: till, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation Page 6 of 12 If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ? uplands ? stream ? wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): Size of watershed draining to pond: Expected pond surface area: VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. All wetlands or surface waters not affected by the project will beprotected from unnecessary encroachment No staging of construction equipment will be allowed in or near wetlands or waters of the U.S. Strict enforcement of sedimentation and erosion control Best Management Practices for the protection of wetlands and surface waters will be enforced durinRproject construction VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on March 9, 2000, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may,be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application Page 7 of 12 lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at ktip://h2o.enr.state.nc.us/ncwetiands//strinaide.htmt 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http:/t10.o.enr.state.nc.ustwrp;iiidex.htm. If use of the NCWRP is proposed, please check the appropriate box on page three and provide the following information: : Amount of stream mitigation requested (linear feet) Amount of buffer mitigation requested (square feet Amount of Riparian wetland mitigation requested (acres Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): IX. Environmental Documentation (DWQ Only) Does the project involve an expenditure of public funds or the use of public (federal/state/local) land? Yes ® No ? If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes ? No Page 8 of 12 If yes, has the document review been finalized by the State Clearinghouse?' If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ® No ? If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact (square feet) Multiplier Required Mitigation 1 60 3 0 2 0 1.5 0 Total 60 0 * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. XI. Stormwater (DWQ Only) Describe impervious acreage (both existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from the property. Existine gravel road surface area will not be widened within riparian buffer. Level spreaders outside the riparian buffer or grassed swales inside the riparian buffer will be utilized in order to Page 9 of 12 minimize water quality impacts. Temporary dewatering and all appropriate best management practices for sediment and erosion control will be implemented during pipe replacement. XH. Sewage Disposal (DWQ Only) 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. XM. Violations (DWQ Only) Is this site in violationof DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). Applicant/AAAt's Signature Date (Agent's si is re is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell Union US Army Corps of Engineers Avery Clay Jackson Polk Watauga 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Yancey Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 271-4854 Caldwell Haywood McDowell Swain Page 10 of 12 Fed ? :did r# County LA LS 0l CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL REGISTER OF HISTORIC PLACES 3rief Project 01 z ( )a 10 Jet k? ?,rr'n , representatives of.the / North Carolina Department of Transportation (NCDOT) Federal Highway Administration (FHwA) -7` North Carolina State Historic Preservation Office (SHPO) Other :viewed the subject project a: A scoping meeting Historic architectural resources photograph review session/consultaE10h . T- Other ,u parties present agree. X there are no properties over fifty years old within the project's area of potential effect. there are no properties less than fifty years old which are considered to meet Criterion Consideration G within the project's area or potential efrect. there are properties over fifty years old (list attached) within the project's area of potential effect, but based on the historical information available and the photographs of each property, properties identified as ;L- are considered not edgrible for the National Register and no further evaluation of them is necessa y. there are no N tional Register-listed properties wid;in the project's area of potential effect. fined: xez ,4 / ?• U0 ve, NCDOT ate for the Division :administrator, or ocher Federal A;encr Date .presentacive 2 Date ice Historic Preservation Officer Dace ti-14. ^r'na.C..°.i 1 .:r::?l ?C..cJ a s v DC :iZs COC^.' :?.., t:..l.. .. .I sM SwE ?? qyw ?• STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION JAMES B. HUNT JR. P.O. BOX 25201, RALEIGH, N.C. 27611-5201 DAVID MCCOY GOVERNOR SECRETARY 2 August 2000 MEMO TO: David Brook, Deputy State Historic Preservation Officer FROM: Emily Feldman Kravitz, Architectural Historian, Project Development & Environmental Analvsis Branch SUBJECT: Paving SR 1221, Wilson County CC: L. Ward, PE, NCDOT District Engineer, Division 4, District 2 Richard Silverman, Architectural Historian, Project Development & Environmental Anal% sis Branch File NCDOT plans to pave and widen SR 1221 in Wilson County as part of its 2000-2001 paving program. Architectural Historian Nancy Van Dolsen surveyed the area for this paving project prior to ivlay 15, 2000, as part of NCDOT compliance with state and federal regulations regarding historic properties. The survey found that there were two properties that were fifty years or older located with in the area of potential effects (APE) for this road project. These properties are photographed and their locations noted on the USGS map in this project's file in the NCDOT Historic Architecture Section. Property # I This is known as the Josephine T. Stone property. This property, straddling both sides of SR 1221and located approximately 1300 feet from the intersection of SRs 1221 and 1131, has historic characteristics and may be potentially eligible for the National Register of Historic Places. To prevent any adverse effect to this property, the NCDOT Division 4 agreed in the attached signed memorandum, to take the following actions in regards to SR 1221, Wilson Co.: 1. The road not be ditched or widened beyond the existing travel way in the area around the property's house (north side of road) and barn (south side of road), approximately 200 to 300 feet of roadbed. 2. All paving done in this area of the property will be limited to cover the existing gravel roadbed only. If these conditions are met, NCDOT believes that there will be no effect to this historic property. Therefore, compliance is complete and no further actions are necessary. Property 4 2 This property, situated on the southwest corner of SR 1221 and SR 113 1, was determined to be not eligible for the National Register of Historic Places by NCDOT and the State Historic Preservation Office on ;Vlay 15, 2000. V With these above measures taken, this project is in compliance with federal and state regulations regarding historic properties. ` Please call me 919-733-7844 ext. 289 if you have any questions or would like additional information. Thank vou for your assistance. mm etlccts Wils SR 1221 8-2-00 '. Stvr? STATE OFNORTH CARD NA DEPARTNffiNY01F TRANSPORTATION U&ms B. ii r ]R. P.O.13OX 25201, RA. ETgft N.C..i76i'i-5201 GOVERNOR 24 July 2000 MEMO TO, C. Ward, PF, District Engineer Division 4, District 2 FROM Emily Feldman Kravitz, Arcliitcchw4Historian Project Developmcn> & Bnv"Ilmenzai : lysis SUX CT: Paving Sit I221, Wilson County CC: Barbara Church, Supervisor, Mstotic;A•chitectttre Section Richard Silverman, Mstoric Architeett m Scctron DAVID MCCOY SECRETARY NCDOT plans to pave and widen SR.I-221 is Wilson:Couurs us part of its 2000-2001 paving program. Arehiteetural Historian Nancy VaaDolsen surveyed the azea for this pave project earlier this summer as part of NCDOT compliance with state and federa).regalations regarding historic properties. The survey hound that the area of potential effect (AI?E) for this road project includes the Josephine T. Stone property. This property, straddling.bctb sides of SR 1221-and located approximately 1300 feet from the intersection of SRs 1221 and 113 1, has historic charactcristicsland may be potentially eligible for the National.Regista of Historic, Places. TopreuentOy adverse eftectto this proper asprcgat& t ty, fhe'NCDOT Division 4,19= to take the following actions to SR 1221, Wilson Co.: I. The road not be ditched or widened beyond the existing travel way in the area around the proper y's house (nordi side of road) and barn' (south side.. of road), approximatcly 200 to 300 feet of roadbed. 2- M paving done im this area of the will. be Emited to. cover the existing gravel roadbed only. Ifthese conditions aro met, there will bc no orfeecL to this historic property. E. Ward, PE, District Engineer, Date Ern y Feldman. , vitz, Architecfu`ra1 Historian \ Date l• mm a:'i;cts Mils SR '12211 -25.0O IT- ?' •? 1131 O 2 N A O Z ]5.50 I•I `I P s-mpncl e ? 9s I / V _ /• ? swamp Q i , G I 1001 / - o N-f-" N 7 S \ 1309 \ P 1307 308 ' \ -~• 1306 1001 1309 / 301 I - 26,..._' un15' _ 3 6 I At -- 'ism L- I / P0P.122 264 - 1 \ - - ?' / .-C 0 A ( I1Vyy ly. 58 I , / \ . a,,rsn 1 NaarMyE 1 m 35.46' /•?• - _1 ? / ./ `ERN ?.,\ ,I V \ Sro \ 95 \ All , » 1 1 Flmon I , --- ?- - BUCXRDRN -- - - ?? • ---uATC11 urn[ s '•- .-•. J I I ? 5a1 \ _ , , RESERVOIR / \ \ 116 I K°d11Y°04 \ R/ 42 ) I NN l ^ • • 0(a?i • t 126 , ~ ?? ?? - \ hS U / Y ! - - / 1 • MRL I ` 4? ' ? U^ \ CIy roo . RESERVOIR \ 1 i S ft I \ l \ 42 / \ / ?• I lb \ c Miamd? -. b/' I L.Q. \ n 301 42 95 4p 1 \ 0 \ Z .V / L • KENLY 1,503 l0NN5(IN 1,415] 5 LALSON 8 . 1 N y apt ? LUCAMA POP. 926 yO .. / \ ^.. Aycock 0-i.9 / I B%at ' Y ' •--" m C_reet me, . cramp, _ I Nd- MO I_ \\\-? /J "SITE VICINITY MAP" SCALE 1L' a Yet i ES Wit-50N LD ROAD WAP N ?- I6n r4 s (Name) (Date) `?+r _.....+ 110 ° Cem Jam--.. / ? `•\ ( ,, p? % •- d `11Y1 tit t ` ` ' I ? ?_???-' i / ?? ?? -,>?\ , nor 275 '' •.226 /`??? J - ? o . 1131 i l o• 1113Y i o \., j{ 250 /' ;1126 ?- Cem' eer / ?_. Nil 220 T 176 Mare ,i';'. ' - ' ` wok ?N.i / 1 ! Co ?!\ Mall ? ? ??. I ? G J I l luyn ,om J J ( ,;/ . , •! ,1 f r Graver r ?;,r Grave,'' %; 1 I, ?.J nt • ?'"%; 1 1 ???,?? em / -- 275 \ _ r; ?/ ,1 ??e J a ?SN .? Cem' . i 167 218" ' "50 USGS QUAD MAP y .i°` SCALE 1= 'i { ? J ? K ?. WeB <, . ` i{i i ti ? VaB 1_i WeB t n - ..rE v' 1126 i Conner p,Ssl? ?. StR Va6 ;:. . ?. ,1131 'k ?' ..; Aa y •.? a - i s TEA ???' B P ? ? ?.. ? ? Nob y c ? ? ` ? .'!.m? t, ? ? .Waal' ?r We?•?, a_?? 1140 mBMaA + s o Ma B a? _{PaF ? L ?a0 Tt We _ ]tl ? ? _ 1 '' 112 ?,e a• ?? x?i ?"f?a??? Vi F el s u We8_y ? W zp ?i1z> C Ti, , AaA ?? . x'' _er ? ' ? C StA `r ? ? ?r e? a F ? ' i ? StA ? <. - 41 .V at _ ?; ?R? 'WeB U ? W 'M1 4 1 L ? „l ?.. ?? ..?i '•'TTY NoB ?ButgLo??? ._StA H srnmrr I }t 4 t? 1 ? 1 S I TmB NnC ' NnC Tm6 Nn6 USDA/MRCS SOIL SURVEY COUNTY SHEET # SCALE 1= N ?wO?ty 1 6{ f j• ?1. P1 Sto 15 +00.02 _ N 0 = D L = 15° 00' 30.0" (LT) = 3° 45' 00.0" 400.2222' T R = 201.2632' = 1,527.8875' MICHELLt • 2X5X2 CHRISTO PHI S '54-' .0" CM PIPE 2X9X2 -------_? - PROP p __---- __ ?I-----__-- SR 1128 N 2X5X2 /? - - - - OED ` i PROP Pw 7X5.5X7 2X9X2 SAMUE 100' TEMP EASEMENT FOR EROSION CONTROL 140 - - - - -- -- - - 130 120 110 100 12 13 14 PROJ. REFERENCE 21 +38 O yING JOSEPHINE T. STONE , 2X6X2 2X4X2 24' CM PIPE PROP RNV - _ I I - ! S44-,25,0 -SR 1128 N o?? ---- PROP RtW 2X4X2 2X6X2 100' TEMP EASEMENT OED FOR EROSION CONTROL 4X4X1 JOSEPHINE T. STONE c7 ?- P1 Sto 20+84.27 Pl Sta 23+5970 A = lT 30' 09.0" l RT l p = 24° 38121.0" l RT 1 ? ? D = 5° 00' 00.0" D = l5° 00' 00.0" N L = 350.0500' STA 21 + 38 TO STA 23 + 00 = 64.2611' T = 176.3989' USE STONE DITCH LINER L T 1642611/' v °j R 1,145.9156' R 381.9719' N 20 21 22 23 O, M JOSEPHINE T. STONE CITY OF WILSON -?- S 4-r 10'43.0" E 3x7X2 S 4 09" //.0 E PRO w ? -? OSEPHINE - ? T. STONE P1 Sto 37+51.72 3x'xz Za? c A= T 5828.0'ILTI " " rn / D = 5 00 00.0 . L = 79.4889' T = 39.7604' R = 1,145.9156' Q? 5 37 38 1128 O JOSEPI- ------------ PROP OED 2X8X2 4X4X1 CITY OF WILSON 100' TEMP EASEMENT FOR EROSION CONTROI 39 40 O O rl F O O O N N \ d )- N F. O W \ z O O W ? / ! I y Z i O! i i Q ? C) I I 0 z U) O O r LL Q can w OZN O 0ZN ow- A d N Vl- LL ? Q CL w o' zz F O d O 0 N W \ O M 1 O I i M! H; O'. °1 \ c4 O w a, as 0 m Z z .44 Z o 0 O ? 0