Loading...
HomeMy WebLinkAbout20061414 Ver 1_Complete File_20060901 a? 4 L. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MIc HAEI. F. EAsLEY GOVERNOR U. S. Army Corps of Engineers Regulatory Field Office 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 ATTENTION: Mr. Steve Lund NCDOT Coordinator 061414 SUBJECT: Nationwide Permit 23 and 33 Applications for the proposed replacement of Bridge No. 116 over Third Creek on SR 1521 (Lippard Farm Road) in Iredell County. Federal Aid Project No. BRZ-1521(4), State Project No. 8.2822401, WBS Element 33503.1.1, Division 12, TIP No. B-4155. Dear Sir: Please see the enclosed Pre-Construction Notification (PCN), Ecosystem Enhancement Program mitigation acceptance letter, Programmatic Categorical Exclusion, permit drawings and design plans for the above referenced project. The North Carolina Department of Transportation (NCDOT) proposes to replace the 81-foot, two-span Bridge No. 116 with a new 105-foot, two-span, cored slab bridge. The existing bridge will be replaced in place on the existing alignment, with an off-site detour. There is one jurisdictional wetland within the project area. This project will result in 0.005 acre of permanent wetland impacts due to excavation and mechanized clearing in addition to 0.0004 acre of permanent surface water impacts due to the construction of the new bent. There will be 0.018 acre of temporary surface water impacts due to the temporary causeway/ditch tie-in. MAILING ADDRESS: NC DEPARTMENT OF TRANSPORTATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS 1548 MAIL SERVICE CENTER RALEIGH NC 27699-1548 August 21, 2006 TELEPHONE: 919-733-3141 FAX: 919-733-9794 WEBSITE: WWW NCDOT.ORG LYNDO TIPPE'I'I' SECRETARY L? I1 ` SEP 1 7i)f)?i WETLANDS AND STORMWATER BRANCh LOCATION: TRANSPORTATION BUILDING 1 SOUTH WILMINGTON STREET RALEIGH NC IMPACTS TO WATERS OF THE UNITED STATES General Description: The water resource impacted for project B-4155 is Third Creek. Third Creek is located in the Yadkin-Pee Dee River basin (DWQ subbasin 03-07-06). The DWQ Index number for this section of Third Creek is 12-108-20-4 and the Hydrological Cataloguing Unit is 03040102. The North Carolina Department of Environment and Natural Resources classifies Third Creek as "Class C". There are no Outstanding Resource Waters (ORA, I-figh Quality Waters (HQW), WS-I, WS-II, or watershed Critical Area (CA), within 1 mile upstream or downstream of the project study area. Permanent Impacts: There will be a total of 0.005 acre of permanent impacts to wetlands. These impacts are due to excavation and mechanized clearing for the workpad. There will be 0.0004 acre of permanent stream impacts from the two drill shafts of the new bent. Temporary Impacts: There will be 0.018 acre of temporary impacts in Third Creek. These impacts are due to the temporary causeway/ditch tie-in. There will be no temporary wetland impacts. Bridge Demolition: The existing bridge is a two-lane beam type structure, of two spans with an overall length of 81 feet, and a roadway width of 19 feet. It was constructed in 1956 and spans approximately 40 feet of stream. The existing bridge has an asphalt wearing surface. The superstructure is a timber floor and deck on steel I-beams. The substructure consists of all timber components. The asphalt surface will be removed prior to demolition. The remainder of the bridge will be removed without dropping it into Waters of the U.S. All measures will be taken to avoid any temporary fill from entering Waters of the U.S. NCDOT shall adhere to Best Management Practices for the protection of Surface Waters, as supplemented with Best Management Practices for Bridge Demolition and Removal. Utility Impacts: There will be no jurisdictional impacts associated with relocation of utility lines on the project site. Existing utilities will be spanned aerially or directionally bored. In addition, there will be no relocation of water or sewer lines due to the construction on this project site. Schedule: The project schedule calls for a May 15, 2007 LET date with a date of availability on June 26, 2007. FEDERALLY PROTECTED SPECIES Plants and animals with federal classifications of Endangered (E), Threatened (T), Proposed Endangered (PE), Proposed Threatened (PT), are protected under provisions of Section 7 and Section 9 of the Endangered Species Act of 1973, as amended. As of August 9, 2006, the United States Fish and Wildlife Service lists one federally protected species for Iredell County (Table 1). A description of this species is provided in the referenced CE document. The Bog Turtle is listed as Proposed Threatened due to similarity of appearance to other rare species that are listed for protection. This species is not biologically endangered or threatened and is not subject to Section 7 consultation. Therefore, no biological conclusion is required. Tnhle 1. Federallv Protected Species for Iredell Countv. Biological Common Name Scientific Name Status Conclusion Bo turtle Clentnt s ntuhlenber ii T S/A N/A KEY: Status Definition T(S/A) - Threatened due to similarity of appearance - a species that is threatened due to similarity of appearance with other rare species and is listed for its protection. These species are not biologically endangered or threatened and are not subject to Section 7 consultation. AVOIDANCE, MINIMIZATION AND MITIGATION Avoidance and Minimization: NCDOT has minimized impacts to the fullest extent practicable. An off-site detour will be used to avoid construction of a temporary on-site structure. Water will not be directly discharged into Third Creek via deck drains. Best Management Practices will be followed as outlined in "NCDOT's Best Management Practices for Construction and Maintenance Activities". Mitigation: The Ecosystem Enhancement Program (EEP) will provide wetland mitigation for the 0.005 acre of wetland impacts. (Please see attached EEP Mitigation Acceptance Letter dated August 1, 2006.) REGULATORY APPROVALS Section 404 Permit: It is anticipated that the temporary dewatering of Third Creek be authorized under Section 404 Nationwide Permit 33 (Temporary Construction Access and Dewatering). We are, therefore, requesting the issuance of a Nationwide Permit 33 authorizing the temporary dewatering of Third Creek. All other aspects of this project are being processed by the Federal Highway Administration as a "Categorical Exclusion" in accordance with 23 CFR § 771.115(b). The NCDOT requests that these activities be authorized by a Nationwide Permit 23 (FR number 10, pages 2020-2095; January 15, 2002). Section 401 Permit: We anticipate 401 General Certification numbers 3403 and 3366 will apply to this project. In accordance with 15A NCAC 2H .0501(a) we are providing two copies of this application to the North Carolina Department of Environmental and Natural Resources, Division of Water Quality, for their records. Thank you for your assistance with this project. If you have any questions or need additional information, please contact Erin Schubert at ekschubert[a)dot.state. nc.us or (919) 715-5529. Sincerely t" ' P. 7?? Gregory J. Thorpe, Ph.D., Environmental Management Director Project Development and Environmental Analysis Branch Cc: W/attachment Mr. John Hennessy, NCDWQ (2 Copies) Ms. Marella Buncick, USFWS Ms. Marla Chambers, NCWRC Dr. David Chang, P.E., Hydraulics Mr. Greg Perfetti, P.E., Structure Design Mr. Mark Staley, Roadside Environmental Mr. M.L. Holder, P.E. Division Engineer Ms. Trish Simon, DEO W/o attachment Mr. Jay Bennett, P.E., Roadway Design Mr. Majed Alghandour, P. E., Programming and TIP Mr. Art McMillan, P.E., Highway Design' Mr. Scott McLendon, USACE, Wilmington Ms. Beth Harmon, EEP Mr. Todd Jones, NCDOT External Audit Branch Mr. Carl Goode, PE, Human Environment Unit Head Mr. Dennis Pipkin, P.E., PDEA Project Planning Engineer Office Use Only: Form Version March 05 20061 41 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".) 1. Processing Check all of the approval(s) requested for this project: ® Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ ® 401 Water Quality Certification ? Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested: NW 23 and NW 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 Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: 5. If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ? II. Applicant Information Owner/Applicant Information Name: Gregory J. Thorpe, Ph.D., Environmental Management Director Mailing Address: 1598 Mail Service Center Telephone Number: (919) 733-3141 Fax Number: (919) 733-9794 E-mail Address: ekschub ert(a)dot.state. nc.us 2. Agent/Consultant 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: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: III. Project Information Pagel of 8 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 detailed site 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: B-4155, Replacement of Bridge 116 carryinq SR 1521 over Third Creek 2. T.I.P. Project Number or State Project Number (NCDOT Only): B-4155 3 Property Identification Number (Tax PIN): N/A 4. Location County: Iredell Nearest Town: Statesville Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): See attached permit drawings. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35°48'33.17" ON 81°00'06.88" °W 6. Property size (acres): N/A 7. Name of nearest receiving body of water: Fourth Creek 8. River Basin: Yadkin - Pee Dee (Note - this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.ne.us/admin/maps/.) 9. Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: General land use is 60% agriculture, 20% residential, 10% urban and 10% forested. Page 2 of 8 10. Describe the overall project in detail, including the type of equipment to be used: The project entails replacement of a substandard structure. Backhoes, bulldozers, cranes and other heavy machinery will be used. 11. Explain the purpose of the proposed work: To replace existing, obsolete bridge 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. JD requested for this project 9/6/01. JD received 9/27/01 (action ID#200131375) V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. 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. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should 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. Provide a written description of the proposed impacts: In order to accommodate the construction of a temporary workpad, there will be 0.001 acre of wetland excavation and 0.004 acre of mechanized clearing in wetlands (for a total of 0.005 acre of permanent wetland impacts). Construction of the new bent will result in 0.0004 acre of permanent SW impacts as a result of the two new drill shafts. Due to a temporary causeway/ditch tie-in there will be 0.01 S acre of temporary SW impacts. Page 3 of 8 2. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e.g., forested, marsh, herbaceous, bog, etc.) Located within 100-year Floodplain es/no) Distance to Nearest Stream linear feet Area of Impact (acres) 2 Excavation (0.001 acre) and mechanized clearing (0.004acre) Riparian Yes adjacent 0.005 Total Wetland Impact (acres) 0.005 3. List the total acreage (estimated) of all existing wetlands on the property: 0.02 acre 4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, 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. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Number indicate on ma Stream Name Type of Impact Perennial Intermittent? t? Average Stream Width Before Impact Impact Length linear feet) Area of Impact (acres) 1 Third Creek Temporary SW from temp. causeway/ditch tie-in Perennial 20 ft 74, 0.018 New bridge bent Third Creek drill shafts Permanent of SW new f new ent Perennial 20 ft. ++ N/Ay 0.0004 Total Permanent Stream Impact (by length and acreage) N/A 0.0004 Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact (indicate on ma) ocean, etc.) (acres) No open water impacts Total Open Water Impact (acres) Page 4 of 8 6. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): 0.018 acre temporary 0.0004 acre permanent new bent) Wetland Impact (acres): 0.005 acre permanent (workpad) Open Water Impact (acres): 0 Total Impact to Waters of the U.S. (acres) 0.018 acre temporary 0.0054 acre permanent (workpad and bent) Total Stream Impact (linear feet): 74 ft temporary 7. Isolated Waters Do any isolated waters exist on the property? ? Yes ® No Describe all impacts to isolated waters, and include the type of water (wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 8. Pond Creation 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.): Current land use in the vicinity of the pond: 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. The bridge will be replaced in place with an offsite detour. No deck drains will be used. Best Manap-ement Practices will be followed. 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 Page 5 of 8 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 January 15, 2002, 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 lacking a required mitigation plan or NCEEP 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 http://h2o.enr.state.ne.us/ncwetlands/strmgide.html. 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. EEP will be handling mitigation for this project. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five 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): 0.005 acre Amount of Non-riparian wetland mitigation requested (acres): Amount of Coastal wetland mitigation requested (acres): Page 6 of 8 IX. Environmental Documentation (required by DWQ) 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ® No ? 2. 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 ? 3. 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 (required by DWQ) 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. 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 213.0259 (Tar-Pamlico), 15A NCAC 0213.0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No 2. If "yes", 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. I I Zone* Impact Multiplier Required (square feed Mitieation I I I 3 (2 for Catawba) 2 1.5 Total I I I * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 213.0242 or.0244, or.0260. XI. Stormivater (required by DWQ) Page 7 of 8 Describe impervious acreage (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. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Impervious surfaces will not significantly increase as a result of this project. There will be no deck drains installed. NCDOT's Best Mana_gement Practices will be followed throughout the construction of the project. XII. Sewage Disposal (required by DWQ) 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 XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Is this an after-the-fact permit application? Yes ? No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes ? No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2 o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: The new bridge will be constructed in approximately the same location and alignment as the old bridge. XV. 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). N/A F. C9•zs-dG Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 -co stem PROGRAM August 1, 2006 Mr. Gregory J. Thorpe, Ph.D. Environmental Management Director Project Development and Environmental Analysis Branch North Carolina Department of Transportation 1548 Mail Service Center Raleigh, North Carolina 27699-1548 Dear Dr. Thorpe: Subject: EEP Mitigation Acceptance Letter: B-4155, Replace Bridge Number 116 over Third Creek on SR 1521, Iredell County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory riparian wetland mitigation for the subject project. Based on the information supplied by you in a letter dated July 7, 2006, and additional information provided on August 1, 2006, the impacts are located in CU 03040102 of the Yadkin River Basin in the Central Piedmont (CP) Eco-Region, and are as follows: Riparian Wetlands: 0.005 acre Mitigation for this project will be provided in accordance with the Memorandum of Agreement between the N. C. Department of Environment and Natural Resources, the N. C. Department of Transportation, and the U. S. Army Corps of Engineers signed on July 22, 2003. EEP will commit to implementing sufficient compensatory riparian wetland mitigation to offset the impacts associated with this project by the end of the MOA year in which this project is permitted. If the above referenced impacts amounts are revised, then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP. If you have any questions or need additional information, please contact Ms. Beth Harmon at 919-715-1929. Si rely, Will m D. Gilmore, P.E. EEP Director cc: Mr. Steve Lund, USACE-Asheville Mr. John Hennessy, Division of Water Quality, Wetlands/401 Unit File: B-4155 1' estvrY ;'tg... PYDt'L'C l?'LJG OGt,r -S Git°i NC EA7A NR North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 21699-1652 / 919-115-0416 / www.nceep.net CATEGORICAL EXCLUSION ACTION CLASSIFICATION FORM. TIP Project No. B-4155 State Project No. 8.2822401 Federal Project No. BRZ-1521(4) A. Project Description: NCDOT will replace Bridge No.116 on SR 1521, over Third Creek, in Iredell County. Replacement will be at approximately the same location with a new bridge 105 feet in length and 30 feet in width. The new bridge will have a 24 foot travelway. The offset of the bridge will be 3 feet on each side. The approach paved roadway will be 24 feet in width. Turf shoulders will be 8 feet in width. Shoulder width will be increased by at least 3 feet where guardrail is warranted. Traffic will be detoured over existing secondary roads. B. Purpose and Need: Replace obsolete bridge. C. Proposed Improvements: Circle one or more of the following Type II improvements which apply to the project: Modernization of a highway by resurfacing, restoration, rehabilitation, reconstruction, adding shoulders, or adding auxiliary lanes (e.g., parking, weaving, turning, climbing). a. Restoring, Resurfacing, Rehabilitating, and Reconstructing pavement (311 and 411 improvements) b. Widening roadway and shoulders without adding through lanes c. Modernizing gore treatments d. Constructing lane improvements (merge, auxiliary, and turn lanes) e. Adding shoulder drains f. Replacing and rehabilitating culverts, inlets, and drainage pipes, including safety treatments g. Providing driveway pipes h. Performing minor bridge widening (less than one through lane) 2. Highway safety or traffic operations improvement projects including the installation of ramp metering control devices and lighting. a. Installing ramp metering devices b. Installing lights c. Adding or upgrading guardrail d. Installing safety barriers including Jersey type barriers and pier protection e. Installing or replacing impact attenuators f. Upgrading medians including adding or upgrading median barriers g. Improving intersections including relocation and/or realignment h. Making minor roadway realignment i. Channelizing traffic j. Performing clear zone safety improvements including removing hazards and flattening slopes k. Implementing traffic aid systems, signals, and motorist aid 1. Installing bridge safety hardware including bridge rail retrofit O3. Bridge rehabilitation, reconstruction, or replacement or the construction of grade separation to replace existing at-grade railroad crossings. a. Rehabilitating, reconstructing, or replacing bridge approach slabs b. Rehabilitating or replacing bridge decks c. Rehabilitating bridges including painting (no red lead paint), scour repair, fender systems, and minor structural improvements 0 Replacing a bridge (structure and/or fill) 4. Transportation corridor fringe parking facilities. 5. Construction of new truck weigh stations or rest areas. 6. Approvals for disposal of excess right-of-way or for joint or limited use of right-of-way, where the proposed use does not have significant adverse impacts. 7. Approvals for changes in access control. 8. Construction of new bus storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and located on or near a street with adequate capacity to handle anticipated bus and support vehicle traffic. 9. Rehabilitation or reconstruction of existing rail and bus buildings and ancillary facilities where only minor amounts of additional land are required and there is not a substantial increase in the number of users. 2 10. Construction of bus transfer facilities (an open area consisting of passenger shelters, boarding areas, kiosks and related street improvements) when located in a commercial area or other high activity center in which there is adequate street capacity for projected bus traffic. 11. Construction of rail storage and maintenance facilities in areas used predominantly for industrial or transportation purposes where such construction is not inconsistent with existing zoning and where there is no significant noise impact on the surrounding community. 12. Acquisition of land for hardship or protective purposes, advance land acquisition loans under section 3(b) of the UMT Act. Hardship and protective buying will be permitted only for a particular parcel or a limited number of parcels. These types of land acquisition qualify for a CE only where the acquisition will not limit the evaluation of alternatives, including shifts in alignment for planned construction projects, which may be required in the NEPA process. No project development on such land may proceed until the NEPA process has been completed. D. Special Project Information Estimated Costs: Total Construction Cost $1,100,000 Right-of-Way and Utilities 57,000 Total Project Cost $1,157,000 Estimated Traffic: Current - 1400 VPD Year 2025 - 2600 VPD Proposed Typical Roadway Section: The approach roadway will be 24 feet wide with at least an 8 foot grassed shoulder on each side. Shoulder width will be increased to at least 3 feet where guardrail is warranted. Design Speed: The design speed will be 50 mph. Functional Classification: SR 1521 is classified as a Rural Local facility in the Statewide Functional Classification System. Division Office Comments: The Division Engineer supports road closure and replacement at the existing location. E. Threshold Criteria The following evaluation of threshold criteria must be completed for Type II actions. ECOLOGICAL YES NO (1) Will the project have a substantial impact on any unique or important natural resource? ? X (2) Does the project involve any habitat where federally listed endangered or threatened species may occur? ? X (3) Will the project affect anadromous fish? - X F 1 141 If the project involves wetlands, is the amount of permanent and/or temporary wetland taking less than one-tenth (1/10) acre and have all practicable measures to avoid and minimize wetland takings been evaluated? ? X (5) Will the project require use of U. S. Forest Service lands? ? X (6) Will the quality of adjacent water resources be adversely impacted by proposed construction activities? F X (7) Does the project involve waters classified as Outstanding Resource Waters (ORW) and/or High Quality Waters (HQW)? ? X (8) Will the project require fill in waters of the United States in any of the designated mountain trout counties? X (9) Does the project involve any known underground storage ' tanks (UST s) or hazardous materials sites? ? X 4 PERMITS AND COORDINATION YES NO (10) If the project is located within a CAMA county, will the project significantly affect the coastal zone and/or any "Area of Environmental Concern" (AEC)? ? X (11) Does the project involve Coastal Barrier Resources Act resources? ? X (12) Will a U. S. Coast Guard permit be required? ? X (13) Will the project result in the modification of any existing regulatory floodway? ? X (14) Will the project require any stream relocations or channel - changes? X F 1 SOCIAL, ECONOMIC. AND CULTURAL RESOURCES YES NO (15) Will the project induce substantial impacts to planned growth or land use for the area? ? X (16) Will the project require the relocation of any family or business? ? X (17) Will the project have a disproportionately high and adverse human health and environmental effect on any minority or ? X low-income population? (18) If the project involves the acquisition of right of way, is the amount of right of way acquisition considered minor? X ? (19) Will the project involve any changes in access control? ? X (20) Will the project substantially alter the usefulness ? and/or land use of adjacent property? X_ (21) Will the project have an adverse effect on permanent local traffic patterns or community cohesiveness? (22) Is the project included in an approved thoroughfare plan and/ or Transportation Improvement Program (and is, therefore, in conformance with the Clean Air Act of 1990)? (23) Is the project anticipated to cause an increase in traffic volumes? ?x x? 5 (24) Will traffic be maintained during construction using existing roads, staged construction, or on-site detours? x F-1 (25) If the project is a bridge replacement project, will the bridge be replaced at its existing location (along the existing facility) X ? and will all construction proposed in association with the bridge replacement project be contained on the existing facility? (26) Is there substantial controversy on social, economic and - environmental grounds concerning aspects of the action? 1 X F (27) Is the project consistent with all Federal, State, and local laws relating to the environmental aspects of the project? ? X (28) Will the project have an "effect" on structures/properties eligible for or listed on the National Register of Historic Places? ? X (29) Will the project affect any archaeological remains which are X important to history or pre-history? ? (30) Will the project require the use of Section 4(f) resources (public parks, recreation lands, wildlife and waterfowl refuges, historic sites or historic bridges, as defined in Section 4(f) of the U. S. Department of Transportation Act of 1966)? ? X (31) Will the project result in any conversion of assisted public recreation sites or facilities to non-recreation uses, as defined by Section 6(f) of the Land and Water Conservation Act ? X of 1965, as amended? (32) Will the project involve construction in, across, or adjacent to a river designated as a component of or proposed for inclusion in the natural Wild and Scenic Rivers? F-1 X F. Additional Documentation Reauired for Unfavorable Responses in Part E None. 6 G. CE Approval TIP Project No. B-4155 State Project No. 8.2822401 Federal Project No. BRZ-1521(4) Proiect Description: NCDOT will replace Bridge No.1 16 on SR '1521, .over Third Creek, in Iredell County. Replacement will be at approximately the same location with a -new bridge 105 feet in length and 30 feet in width. The new bridge will have a 24 foot travelway. The offset of the bridge will be 3 feet on each side. Categorical Exclusion Action Classification: (Check one) X TYPE II(A) TYPE II(B) Approved: d 7C ? a e Manager Project Development and Environmental Analysis Branch a e Project Planning Unit ead Project Development and Environmental Analysis Branch .Date Project Planning Engineer Project Development and Environmental Analysis Branch .01 For Type II(B) projects only: Date Division Administrator Federal Highway Administration 7 ENVIRON RENTAL CON=M[ENTS: Iredell County Bridge No. 116 on SR 1521 over Third Creek Federal Aid Project No. BRZ-1521(4) State Project No. 8.2822401 T.I.P. No. B-4155 1. Roadway Design Unit, Structure Design Unit, Project Development & Environmental Analysis Branch (Permits), Resident Engineer: Bridge Demolition: The existing bridge has an asphalt wearing surface, and the remainder of the bridge, both superstructure and substructure, is composed of timber and steel. The asphalt surface will be removed prior to demolition. The remainder of the bridge will be removed without dropping into Waters of the U.S. During construction, Best Management Practices for Bridge Demolition and Removal will be followed. Greensheet, Programmatic Categorical Exclusion, October 2003, Page 1 of 1 r f • fps - ?ser = ri Studied Detour Route NORTH CAROLINA DEPARTMENT OF .1 TRANSPORTATION DIVISION OF HIGHWAYS ?,•' PROJECT DEVELOPMENT &. ENVIRONmE TTAL ANALYSIS BRANCH 1REDELL COUNTY REPLACEIiRIDGE No. 11.6 ON SR 1521 OVER THIRD CREEK B4155 Figure 1 1 Michael F. Easley. Governor Lisbeth C. Evans. Secretary Jcffrev1. Crow. Dcputy SecretarOdiicc of Archives and History' 24, 2002 .. s1?rr North Carolina Department of Cultural Resources State Historic Preservation Office David L. S. Brook. AdminiFtrator MEMORANDUM Division or Historical Resources David J. Olson. Director ??CEI V, TO: William D. Gilmore, Manager .4 FIR 30 qn.% Project Development and Environmental Analysis Branch G 1? o 4z Division of Highways ? HIGHWAYS P ?? Department of Transportation ?FVELOP NrAL AN FROM: David Brookge SUBJECT: Replace Brid No. 11G on SR 121 over Third Creek, TIP No. B-41», Iredell Count -, ER 02-8589 Thank you for your letter of September 25, 2001, concerning the above project We appreciate the project being plotted on the L'SGS quadrangle. This facilitated our review. If the bridge is replaced on elisting location, Rye recommend no archaeological survey. However, eve recommend that an archaeological survey be conducted if the bridge or a temporan• detour is constructed on new location. The above comments are made pursuant to Section 106 of the National Historic Preservation Act and the Ad 'son- Council on Historic Presen-ation's Regulations for Compliance with Section 106 codified at 36 CFR Part 800. Thank you for your cooperation and consideration. If you have questions concerning the above comment, contact Renee Gledhill-Earley, enrironmental review coordinator, at 919/733-4763. In all future (-'ommunication concerning this project, please ate the.above-referenced tracking number. DB:kgc cc: Matt Wilkerson, NCDOT Location Mailing Address Tdephone/Fai Administration 507 N. Blount St. Ralcish. NC 4617 Mail Service Center, Raleigh 27699-4617 (919) 7334763 •733-8653 Restoration 515 N Blount St. Raleigh . NC 4613 Mail Sen•ice Center. Raleigh 27699-4613 (919) 733-6547 •715-4801 & oi? 1 , K C -. -ni r, Fa..., n'.. 1." !., i r M»:I r-.- C_.,...rh-'7l OQ_AAIC 101011:7.A9(.9 .71[AVnI z O f` M O o z Q _ ZZ) i LL C=cUO?co ZO? wU? z •- 13 ca ?Owrco .9 -cri ,!L o A < p - co L)# hn H ?y ... u. C5 U a z cn i i / r Z uw. , J O Cl C;o Fern, ti 3 CULTIVATED FIELD X , CLASS I: W RIP-RAP AT : EMBANKMENT x SEE DETAIL B : CLASS II CLASS II -R 0 RIP-RAP TO ELE ' •872 1 , . ELEV 872.1 I PDE M I B R I II b I N A .m" !\ W TEMPORARY CAUSEWAY 48'CONC D 48'CONC (OLD (OLD BRIDGE BENT) BRIDGE \ BENT) P ' W CM 48 W - ??TE r NCDOT PLAN VIEW DIVISION OF HIGHWAYS IREDELL COUNTY PROJECT: 33503.L1 (B-4155) REPLACE BRIDGE X116 v Permit Drawings Sheet of O OVER THIRD CREEK ON SR 1521 SHEET OF CULTIVATED FIELD ` CLASS RIP-RAP A ) U EMBANKMEN O i SEE DETAIL 'F CL SS CLASS 11. Y R Y RIP RAP TO L 872 ELEV 872.1 " ?- lily ?liilr • J ? I ?r life .. ? - w a? W TE O CAS ?'' e 4 a ( CON CI D l! LDFIRIDOGECBENT) Ik \ BRID ' BENT) L u - LLJ C3 - I i NCDOT PLAN VIEW DIVISION OF HIGHWAYS IREDELL COUNTY PROJECT: 33503.1.1 (B-4155) REPLACE BRIDGE a116 3 S OVER THIRD CREEK of Permit Drawings Sheet ON SR 1521 SHEET OF Z O F- [r O Q.. U) ?. Z Q z i L o 0 r) O u- O L O=U?ca ,e ~ LL J n] ems- ED v 4 w Z Q " c G O W .- oo 00 fl- L, F- w U) oa) 0 Ln -0 N c0 'm Lo c0 X N 000 N < 5; cu 0- CN•) a C O Cl) a EN uC V ?U p a) W cc U Z c V o Z m Z U Z L (n o (A U) C13 CD CL ai L 0 w ? N J O N > ca ca ?, p p 2 m N h 2 CO iu 04 o c Q ct U) N (n (n d' W Z O Y U co Q T W C7 LL O 0 c: y a) C: a Y Y ? w 0 a? x a .j 4 as C Q O t: w a) U N v LO CL Q a a 0 w J EE m o N N w cp .'? (D p E, sr Q a Z CCL x A a G C/) N z U E w .N c a v r ti V < c) E CL .O W A p ? ?? An aE o W A in L) w a A Q U) E? m o o o A z E ?? ° o E >- U) . Q CD ' M C o m E C D ° cn E U < y 0) 13 a. c r- =C23 t = U o ? a N -13 N a) Im C ca v p L ? =3 m °o °o v SO Z ~ U o o O L) - LU CL ? O O Q z 13 ; C O O ca a m EO ° O x o O W j w ? y d S ? E = ? o° ?I a) 0 C C o r? o U f9 E" D ° V m 0 3. ?' r!1 m a) CL T S C O O t to .0+ F- N O o ?". N V U O O T ti U) E o u ( 4 La C to C O J J J O J . . O` LO ~ d v + V e- ? - - w 6 co z a C', 1 T J s . Q ? ¢ ~ i 31-JAN- 006 IQ6s22 is roowcX\ rjl\ib4155-rdy-tsh.dgn AR I QJE C 0 0 0 Z 0 w 70 .n m v = s cl) 0 i m 22 y N u, tr O 0 O O N v ° O O g -? b O O --1 v P P 11 ?,, II II II II II O c O N al O. w w y n C) O ,n n w N w s c Z o m IX3 >. t 11 b F O a a' H MM < x CCv rtl ?mz r X Z21 Z M m JD c v -n 0 O~ A 10/29/03 I / - I I ? -{ m - D O z _ W O7 -- - _ -- - + - - - - - ?I C) ?m A I '? + 0 Z to s E 4 9 - O -u O o / ` ' TIP d?ARDOJECT :• B5-4155 --,?. 1812 ?D V) , r111yyy D Lyl 1 -I Z n ° t _ co + ° --- ° - LO O m al o \ -- ___- \ I LI ?9 Z v co w -A R 82 ? a H G? CAP r. M D w U D 7 7J A n n h (O ? o yb r? vl 1.114 !N `J ?W Q 0 ?I n u ff o r` r ?r CY) F?1 H C a w ? ? N A ?C 0 T •'O N N ? T N ° (? N (? T N -O '•O -9 -O -9 9! AT 'V 7o n ? Il N 9' va 16- o^wa a g a p a u° ° T ° g a r .D o o. ° o 0 3 c o Q 3$ o `C- v v v n w ?; o w o° y O p 'D "' a ° n O W °. - -D ` 7 7 a U O u 0 0 O 7 ? C u N A o O 3 S m O p r- m m m w m O O o 93 Ln ?° 0 O 7 3 ° > > > c a n a > > 00 0 a C o g o m' ° o o w a 0 ^0 ; ; o;; w rO? > '• ° n °?• o o 3 3 3 c a S I N `G `? J ; ; i '7' rJ 0 0 p a a 7 !- 7 o °. ° 1 r 1 ; 1 1 ° 1 1 1 1 1 1 1 1 1 1 •? D 7 O f, C T 1 Q• 1 I 1 1 ; 1 I ; I 7 1 I 1 I I 1 I 1 1 I I I r 1 1 1 1 ; 1 1 ; 1 p ° p _•] w ° C7 Ow ° I 1 ; I r r 1 ; I 1 1 1 1 1 1 `VVV . ; ; r ; ; i ; ; 13 p S 1 1 ; I r I °• , 1 1 ; ' ; ' 1 1 1 1 1 1 1 ; 1 1 1 ? 1 1 1 1 ; 1 1 ; 1 1 1 ; ; 1 ; ; 1 1 ; ; 1 1 I 1 1 r 1 °. 1 r I 1 1 r r I 1 1 ; 1 I r ' r I 1 ; , ' 1 ' 1 I I 1 ' ^ O 1 1 ; 1 I 1 I , ; 1 I 1 1 ; ; ; ; ; ; ; ; 1 I ` ,? ? 1 1 1 1 I 1 1 1 1 1 ' 1 1 1 1 1 , I r 1 ; I r I I I ; , ; ; ; ; I I I 1 1 ; r ; ; ; ; , C , I 1 I 1 I 1 1 1 1 1 I? I I r I I ? i I I ? II IIII? i 11 •o -o o E x Q ?o ,o I I' IIII? ! ? I? I m -° -v -a v T 'O -a -o v -o v v v m 70 ,v N ; N o o>> < c o' a a a a a a a a a a_ a 'o '° ? . ° m 1O S ° Q. o o o 0 0>> O o 0 0 0 o o o a o o>>° tr 41 m a ° fA O ° ° ? a - N N a a N N N N N N N a N O 1 IV 0 0 0 o w &o o w o w ?o m n o -, a o 0 m w m n w o n 10 m f° I t- 1 3 a n a m a Q. Q. CL m a n n. a 251 o CL °- o; t o y "' n o n n y N c m 0 0 0 0° 0 S a n '-+ o ; c O !?a ?o a g, s 'V 3 g cr o o °- n 0 v° v° ° 3 3 3 o to O < a. c w o o - 0 0 0 0° o 0 0 0 ; c c en CA -0 -0 G) _° 0 0 o a r o D a n? ° X- pr m 1 1 1 1 1 1 ; 0 a ;• a ; ,°„ N 3 C D p n o n n o -? S S 1 I ; ; i I ; ' ; 3 ' I r n ° ; !y o n m° I r 1 r ; 1 1 I Rb] N 1 1 ??• '? ' 1 1 1 ' r 1 S 1 1 ; 1 1 ° .1 I 1 ; ; 1 ; 1 ; I 1 1 ; 1 1 N N ; 1 1 r r I I 1 ; 0 1m I 1 1 1 1 1 1 I ; 1 ? 1 1 1 1 I w w w 1 1 1 1 ; 1 1 I 1 I ; ; 1 1 1 1 ; ; I ; 1 I I 1 ; I ; I ; 1 .?? + ; 1 r ; ; 1 1 ; ; ; I ; r 1 I 1 ; . I r 1 ? ; r r 3 1 1 1 ; 1 1 1 1 , 1 ? I I ; 1 1 ; 1 1 rt 1 1 1 1 I ; 1 1 1 1 1 1 ' I 1 ; 1 ? ' , ; ; r 1 I 1 r I 1 r I 1 r r I r ' r ; 1 1 I I 1 r I r 5 i r I i i o b i ? I I I I ( ? q b I I t l ? ? V I I I I I ° i; ° ° o a s 4 ?' o W= o a S' a o o ° o- z =• 0 0 0 0' 0 0'+ El U- M 13 'a 0 o a o a o a o 0 mr :r 0 o a o m 0 n m 3 1 ° °. °° w m ° m n c o o p O. d q 7 7 7 7 a -« & q -L L- a a a 'O O O O O A m n. .p O 3 3 D. T m m° O °- C O. O 7 °. o - a ° S ° o C w o- 0 c T a' ° v 'fl ° 1 ° ° -! o 0 0 0 4 0 -0 tr O S S 1 I 1 1 R. Co 1 = 1 °. 1 1 O N ; ' D- C t' n °°. o a ° ° o D• a o o r- [J- w E. Y 1 r 1 1 1 1 1 1 ; 1 1 1 1 1 1 L- 1 1 ; 0. 1 ; ?7 O i C •'t I 1 I 1 I I ± I 1 1 1 ; 1 1 1 1 1 1 1 ; ; ? ; I I I ; ; ; 1 , I 1 CL. ; 1 I m r 1 1 I ; 1 ; ; I 1 ' ; ; ; in in "? i ""? ' V ; ; ; r I 1 I ; I 1 I I 1 1 r r ? I I I r I 1 1 r I 1 I I r ; I I I I I I I I I I I I I I `-/ I I I I I I I -® ? € I I I I I I I I I n ! I? l i l i ? II N m C C C C C O (,7 (.? - - - N N n? p? 41 7 7 p? a n ° ° F/f N N G < < fpT M n L] O ° ° -1 o a ? to a w o o D o o 13 a. < o a. o a. w o w° o. 0 0 0 o C -I v -o S o w O w o ° p w ° O Q. o 0 o S< • Z o. N N - o v o o. w °- n' = a ° a w S o o ° °, D = 7? m m d N N o o_ Q. 0_ r f] , o o C C a o Q 7• 0 0 0 to C CA CA Is T n- n- Gs7 ° o 0 o to ° to O S; N o N n o= Z ; s `t 44 3 .0 cr CL CL 0 C6 gon& C* 32 :3 :3 0 o E. o _ O r r I O 7 N O ? n O I O I i 1 ° O r I I ; ^ I I I r w ; ; ; 1 ; 1 (A ; ; ; 1 1 ; 1 I r 1 1 .'} ; 1 I ; 1 1 r 3 ? 1 1 ; ?` 1 ; ? Q• ; 1 1 ; 1 ? 1 i 1 I I 1 I 1 ; 1 7 0 1 1 1 1 ' (? ; ; ; 1 1 1 ; i ; 1 1 ; O O ; C ' ; N ; ; ; `IS ; r 1 I 1 1 ? i 1 1 m 1 1 1 ; I 1 1 1 I 1 1 m I l g l I 7 I i l I o 9 e o 0® g G o o ®o T m ®© ?C o Iii b® 0 p I a ' i t T i ; I I I I, I 1 I t I 1 I n O z m Z O Z D r z CA X m m V'1 W 0 CA II M. o C `D C> t? {7 0 lZj b ? r l'l q2 PI' o rn w -11 JAN-ZVVb Ib:J T;\r_gedyey\pXoJ\ 4155_RDY_PSH_ SO 4.dgn `? `\N)??7 i0` ? ? R \_ k_k / ? + r ttl ``j•?0 R ?? l rso 1 5/14/99 7 ? Ao sT?7y ? ? I?•Pi?src? N /$` ;3 p'1 rn n- ? ? ? P6 f?°z y. I I ? w Vi + ? ? iN q _ n 1 M ?'' n = I t2'-BStIM SB691'20'E 1 ? iZ l ? ? ?" 925.85' ?I"a ?rc I G7 = I .I `Y. Z 3v m I r I b I A $ ? i $ +M Olbn < + p I I ? ? $ ? I ? ° m I x 1 I 1 '1 1 r 47 i ? ? w + 1ri ?, rLT ¦ ? G iB OvN ?? Ill!!J ?N I c, 1 /3 +4063 R? ? ? a Z I x / m I ? p m " A ? O, I ? y? ? n l" v m l r m m v r f r •r I • .. f} • • y <?a t6i., m^o. W -.Z. l`'t rn lV?- r2DN ? e ? pppPER1Y LB1E•GL CRCCF,. - _-'... b _.`... ?-TNUID CREEK 8735'05'` -'+NP 1 82'N .E--•THllN CNCL?•• n? 05 15 ' ? ? ? It Iv I !` 1 nl - ?r I to a, w p O ?u ?' o COO ;? I b, C, m A, t 2 I I I p' I p I I d? A "? m_ m? ° ?a c to m C) 16+15JJ (N v + P P 1 I 14 ???...III t 0 _ y? I / X3 52 is IL CA .-ON3 g E - SS'99e=NI9 1 wiFM1 l YY1B•A3l) NN ? $? »y,N 7 30-'BN 1L N ?I.7B'5ri a , 1 ?K O 8? a\1 \ 18+6?? -?t?° X2,9' 3 H ?\ PT St0' $Q ?as.s9•s•? ?? yB•ea / a % 9p R? 1 1 \ 6T I 1 3 g I- 9 \ \ e 64, °a ??' ~m M N,'??`. \\ `mss z toy Z Mo C.) .00 i'a' _ OF 30-JAN-2?001T 16:42 \pro_iect2 qe en,U-4155\design\b4155-rdq-psh-sO4.dgn ° qry? 1 ??n$aotirOD? ?r " I G) r A b '8 w N ?i CRCCt ?6?? i C7tEEF?•S?b .s ..g I? 04 1 ?? 4 i 7 tl I'? ,I_ ? I IC a I ?rso ;0 q9?F a? ? 35Aj ? c ? Z + O Q" r ~ ?a I ? a 1 ? eg 0 g ? a = 1 42•-4sew S86'01.20•E 925.,5' am r1l LfL tiff ;4 t N V ( ? S V ^s: ? ? ? g o (`(,jam .,Ja R ?N h . !' by yyv ..L O ? Mo m r N 1 :' ? 1 $ Q ? r ?QM o.13t40.68 mm pv n a 1" vmvvl 1x am r-P rn N C, LA _ P Z a Vl CD -4 -4 PRCI'E 0.TY Cp1E•Ci CRCCF „•_' rl7j ] 42•w •4--rHIRO GiECI( B65Y 9 ..•? rn. r W • a 4' v+ m N I I nw a o? mo15 FI liul 'IN I c'f N, -\ -o•?; ?. m co rn v ? m 1 n N \ ME N a v r I to. ! tl / u : l 10 a-01 ANC $&- o- ? 1 I ? iil N6j7y75 ? '? r'! 1 $? ley s9 ,v9 ea .. / 10r.?o ?? 1 1 b ? I 1 e a I 1 F? El 3 a I--1 1/t O i ? g r 0 =ate cq 90 -? N • n IL tta -a n ? 1 S )177.19 E ?`s _ Y9b_ 1 _ J r 1 ? J x MfCC ?RA Q V9 OrN OR10 ON 15 . ¦ i r • v v v m m z -nZ Z O 10 ?O -+ r -+ I7m m Z rTl m rcn ?ZV) gv' xm rnC= U) -r-ni r) Z D ?n0 Z< Z nX OD .. m n -I IV O m -? v Z sa a? IV (D d w UQ N (11 at O 12 K I `? I?R L z? o A Q \Pro_lect. X TO ? 2 In - `?B' 94 ? L 8I g ? 4 /o 5b L ft oil 11 N - ?}? N„ ' F y y N N N ?1 r ? X ? T l N 9 a Od ?Q o. l3 40.68 M ;o ?m O J ^ n o A '° (1 N Am'9N 0 p Pznl^ t YN !r•rifbw CRS to 52 ?9^I 1'N ' 1 79 x _ ,, ?5j --3 Y1 K C fib' 4 N h i w v ?b a Y ? I w. = N ? m o a Oil Po b ~ A !? C) N(,f t1 I n Ni(Hy A, r-r ? 7?•J9. spa d a O r 17, 90 ?ptELR > R ?r c r r Nb / i 1 I?I I? II T , pPll' ? ' I 1 C??1111?? l a ? ? II ? W ca N ?i r=2 I p ?a 0 g _ ?m .rte p C _ - ffi'p- -\ • • , RR o o m m m z -nz z o Po ?o r -I rn P m m zm mIn ?ZN :c v' ?rrnn mC? r-n Zn 'V--n u DD 0 yo Z< Z nm 0D z m D -I N ;o m z 0 _ ro d rn I 0 0 Z U