Loading...
HomeMy WebLinkAbout20020724 Ver 1_Complete File_20020508of W A TF9 ? moo`, pG O ? Michael F. Easley Governor William G. Ross, Jr., Secretary Department of Environment and Natural Resources Gregory J. Thorpe, Ph.D. Acting Director Division of Water Quality it I DWQ Project No.: O7.Z C nt ??G e Applicant: AtO Project Name: .2 77-a g SECTION Date of Issuance of 401 Water Quality Certification: Rall 21, 00 Certificate of Completion Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any subsequent modifications, the applicant is required to return this certificate to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send certificates from all of these. Applicant's Certification 1, rrI • L . "c ?-r--;) i dz- , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plan d sp cific tions and other supporting materials. Signature: V -7 '7 Date: / a /z x /- L Agent's Certification 1, , hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature: Date: If this project was designed by a Certified Professional 1, , as a duly registered Professional (i.e., Engineer, Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically, weekly, full time) the construction of the project, for the Permitee hereby state that, to the best of my abilities, due care and diligence was used in the observation of the construction such that the construction was observed to be built within substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications, and other supporting materials. Signature Registration No. Date Vir. .. A N [NR Division of Water Quality 1650 Mail Service Center Raleigh, NC 27699-1650 Wetlands/401 Unit: (919) 733-1786 Fax: (919) 733-6893 ?o cu to (V c cn U > O cy-Z m0m?trn W 0- ?,.? 0 (D U D 0 (D m ? z O a O IL N z a F- LL O H z w a d w 0 a z_ J O a U O z LL O w Q N N (7 LL O z O N 0 r Qv V x 0° O N M U O Z a: } m w U) F W A T? Michael F. Easley, Governor Q 9 William G. Ross Jr., Secretary \Q? pG North Carolina Department of Environment and Natural Resources Vj 7 Gregory J. Thorpe, Ph.D. Acting Director p Division of Water Quality May 21, 2002 Iredell County DWQ Project No. 020724 SR 1882 (Tom Road) APPROVAL of 401 Water Quality Certification with Additional Conditions Ms. Trish Simon, Division Environmental Officer NCDOT Division 12 P.O. Box 47 Shelby, NC 28151 Dear Ms. Simon: You have our approval, in accordance with the attached conditions and those listed below, to impact 58 linear feet of an unnamed tributaries to Olin Creek in order to upgrade SR 1882 (Tom Road) in Iredell County. The project should be constructed in accordance with your application dated May 6, 2002 (received May 8, 2002). After reviewing your application, we have decided that this fill is covered by General Water Quality Certification No. 3375 corresponding to the U.S. Army Corps of Engineers Nationwide. Permit Number 14. In addition, you should acquire any other federal, state or local permits before you proceed with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed regulations. This approval will expire with the accompanying §404 permit unless otherwise specified in the Water Quality Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us in writing, and you may be required to send us a new application. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, or if stream impacts exceed 150 linear feet, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification and any additional conditions listed below. 1. Storm water shall be directed to buffer areas or retention basins and not routed directly to streams. 2. All culverts required for this project shall be installed in such a manner that the original stream profiles are not altered (i.e. the depth of the channel must not be reduced by a widening of the streambed). Existing stream dimensions are to be maintained above and below locations of culvert extensions. If existing culverts are perched, they shall be removed and replaced and installed correctly. 3. All work shall be performed during low flow conditions. 4. All mechanized equipment operated near surface waters must be regularly inspected and maintained to prevent contamination of stream waters from fuels, lubricants, hydraulic fluids, or other toxic materials. 5. The presence of equipment in the channels must be minimized. Under no circumstances shall rock, sand or other materials be dredged from the wetted stream channel under authorization of this permit, except in the immediate vicinity of the culverts. North Carolina Division of Water Quality, 401 Wetlands Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location) 919-733-1786 (phone), 919-733-6893 (fax), hftp://h2o.enr.state.nc.us/ncwetiands/ 6. Existing vegetated buffers shall not be mowed in order to utilize it for storm water sheet flow. 7. Riparian vegetation must be reestablished within the construction limits of the project by the end of the growing season following completion of construction. 8. Use of rip-rap for bank stabilization is to be minimized; rather, native vegetation is to be planted when practical. If necessary, rip-rap must be limited to the stream bank below the high water mark, and vegetation must be used for stabilization above high water. 9. Upon completion of the project, the NCDOT shall complete and return the enclosed "Certificate of Completion" form to notify NCDWQ when all work included in the §401 Certification has been completed. The responsible party shall complete the attached form and return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone Ms. Cynthia Van Der Wiele at 919.733.5715 or Mr. Samar Bou-Ghazale of the Mooresville Regional Office at 704.663.1699. Attachment Pc: Wilmington District Corps of Engineers John Hendrix, USACE Asheville Field Office NCDWQ Mooresville Regional Office Central Files File Copy MEMORANDUM FILE COPY TO: John Hendrix, Permit Coordinator Asheville Office, U.S. Army Corps of Engineers FROM: Ron Linville, Regional Coordinator Habitat Conservation Program DATE: May 8, 2002 SUBJECT: Review of an Application for NWP#14 by North Carolina Department of Transportation (NCDOT), SR 1882, Tom Road, UTs Olin Creek, Iredell County NCDOT is requesting a letter of concurrence from the North Carolina Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of Engineers. The NCWRC has reviewed information provided by the applicant, and field biologists on our staff are familiar with habitat values of the project area. These comments are provided in accordance with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d). NCDOT proposes to pave the existing road and replace an existing 44', 48" pipe at Station 26+00 and replace it with a 60', 48" CMP with concrete headwall. Based on the information provided by the applicant and our information on the range of trout in the project area, we do not believe this project will cause significant effects to waters supporting trout. Therefore, we do not object to the project as proposed in Trish Simon's letter of May 6, 2002 providing that if concrete will be used, work must be accomplished so that wet concrete does not contact stream water. This will lessen the chance of altering the stream's water chemistry and causing a fish kill. Thank you for the opportunity to review and comment on this project. If you have any questions regarding these comments, please contact me at 336/769-9453. Cc: Cynthia Van Der Wiele, DWQ Trish Simon, DOT • ti 6,.? WA L 020?24 STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY PO BOX 47, SHELBY, NC 28151 May 6, 2002 Mr. John Hendrix FILE COPY -?, C, --- US Army Corps of Engineers 151 Patton Avenue, Room 208 Asheville, NC 28801-5006 MAY ' ?(yP ?- a k/F;lRP1DS r.,m!' Subject: Nationwide Permit #14 sULrzir) ''° 'ri,RUrv stain SR 1882, Tom Road Iredell County, NC Dear Mr. Hendrix: The North Carolina Department of Transportation, Division of Highways, proposes the following project for your issuance of a Section 404 Permit. We believe this project can be accomplished under NWP # 14, Linear Transportation Crossing. I have enclosed a straight line diagram with erosion control plan, a PCN application for NWP #14, a sketch of planned activities, and location maps relative to the secondary road paving project/pipe replacement project. The secondary road paving project consists of 7.2 acres of NC DOT right of way and the two pipe replacement project encompasses <1/4 acres of this acreage, also within NCDOT right of way. Tom Road is currently an unpaved gravel road. NCDOT plans to pave the road from SR 1896 to SR 1937 for a length of 1.0 mile. It will be graded and paved on existing alignment to bring the road up to current safety standards using bulldozers, pans, backhoes, rollers, and pavers. Appropriate erosion and sedimentation control measures will be installed and the project area will be stabilized upon completion. At Station 26+00, DOT also proposes to remove an existing 44-foot, 48" CMP and replace it with a ; 60-foot long, 48" CMP with a concrete headwall on existing alignment. In an intermittent stream channel at Station 35+25, an existing 30-foot, 48" pipe will be replaced with a 60-foot, 48" CMP with a concrete headwall. The pipe is perched 1-2 feet Mr. John Hendrix Page 2- SR1882, Iredell County May 6, 2002 and a scour hole has formed below the existing pipe. The new pipe will be placed on new location approximately ten feet west of the existing pipe to eliminate the scour hole and the perched pipe; therefore, a total of 22 feet of the intermittent channel will be eliminated. The pipes at both St. 26+00 and 35+25 will be placed 10" below the existing streambed elevations based on thalweg elevations taken at the both pipes' inlet and outlet. The streams are approximately 1-2 feet wide. Existing channel morphology will be maintained at the inlet and outlet of both streams by the construction of floodplain benches. There is minimal flow in the stream channel at Station 26+00 and no flow in the channel at Station 35+25 (only pools of water in sections of the channel). It is anticipated that both pipes can be installed within 8 hours "in the dry". The streams impacted by the proposed project are two separate unnamed tributaries to Olin Creek, which is classified Class C waters and is located in the Yadkin River Basin. The project will not impact any wetlands. The stream is not located within a watershed area nor is the road a rural or urban arterial; therefore, hazardous spill basins are not required. Enclosed is the NCDOT hazardous spill basin checklist for this project. A review of the Natural Heritage information for the threatened species(T/SA- threatened due to similarity of appearance listed for Iredell County, the bog turtle (Clemmys muhlenbergii) was conducted. There are no known sites in the vicinity of the proposed project. I have conducted a survey for the bog turtle and potential habitat in the project area May 2, 2002. None were observed. No effect on this species is anticipated. A review of the National Register of Historic Places was also conducted. There are no sites listed on the National Register nor are there any eligible historic sites that will be affected by the proposed project. Enclosed is concurrence from the State Historic Preservation Office for this project. By copy of this letter, we are asking Neil Trivette, Roadside Environmental Field Engineer to comment on the above project. By copy of this letter, we are also requesting concurrence from the Wildlife Resources Commission and the U.S. Fish & Wildlife Service. By copy of this letter, I am forwarding seven (7) copies of the application package to John Dorney, NCDENR, Division of Water Quality, 401/Wetland Unit for review. Your earliest consideration for this request would be greatly appreciated. Should you have any questions, please call me at 704-480-9020. Mr. John Hendrix Page 3- SRI 882, Iredell County May 6, 2002 BY: Enclosures Respectfully yours, M.L. Holder, P.E. Division Engineer Twelfth Division Trish Simon Division 12 Environmental Officer cc: Mr. Michael L. Holder, P.E., Division Engineer Mr. Doug McNeal, Iredell County Maintenance Engineer Mr. Neil Trivette, Roadside Environmental Field Engineer Mr. Ron Linville, WRC Mr. Brian Cole, USF & WS Mr. John Dorney, DENR,DWQ,401/Wetlands Unit (7 copies) File Office Use Only: 020724 orm Version October 2001 USACE Action ID No. DWQ No. 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 1. 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: Nationwide 14 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: Mike Holder. N.C. Department of Transportation Mailing Address: P.O. Box 47 Shelby. North Carolina 28151 Telephone Number: 704-480-9020 Fax Number: 704-480-5401 E-mail Address: 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: Trish Simon Company Affiliation: N.C. Department of Transportation Mailing Address: P.O. Box 47 Shelby, North Carolina 28151 Telephone Number: 704-480-9044 Fax Number: 704-480-5401 E-mail Address: tsimon@dot.state,nc.us Page 5 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 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: Tom Road (SR 1882) secondary road paving project - Pipe replacement on existing road alignment at Station 26+00 and 35+25. 2. T.I.P. Project Number or State Project Number (NCDOT Only): 6.822449 3. Property Identification Number (Tax PIN): N.C. DOT Right of Way 4. Location County: Iredell Nearest Town: Harmony Subdivision name (include phase/lot number): NA Directions to site (include road numbers, landmarks, etc.): From Hwy 115N. Turn right onto SR 1896 to SR 1882. 5. Site coordinates, if available (UTM or Lat/Long): { 1) Station 26+00- 35°57' lON/80°53'39W {2) Station 35+25 - 35'57'1 IN/80'53'28W (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 distinct waterbody.) 6. Describe the existing land use or condition of the site at the time of this application: The pipes replace existing nines on a partially unpaved secondary road that is to be paved 7. Property size (acres): Total secondary road paving project = 7.2 acres (NCDOT right of way). The pipe replacement projects are <'/4 acre. 8. Nearest body of water (stream/river/sound/ocean/lake): Unnamed tributary to Olin Creek (from source to Patterson Creek). Class C Waters. 9. River Basin: Yadkin (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.nc.us/admin/maps/.) Page 6 of 12 10. Describe the purpose of the proposed work: The project consists of the upgrade of an existing unpaved road to current paved road standards for the safety of the travelling public NCDOT will upgrade the road on existing alignment. At Station 26+00, an existing 44-foot 48" CMP will be replaced with a 60 foot, 48" CMP on existing alignment At Station 35+25 an existing 30-foot, 48" pipe will be replaced with a 60-foot 48" CMP with a concrete headwall. The pipe will be shift west, therefore, eliminating a total of 22 feet of an intermittent channel. Riprap will be placed on the inlet and outlet of both pipes for structure stabilization 11. List the type of equipment to be used to construct the project: Work will be done using typical heave construction: bulldozers pans, backhoes, rollers, and pavers 12. Describe the land use in the vicinity of this project: The surrounding area is mostly wooded and pastureland. 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. NA 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: There are no other streams on SR 1882, therefore, no future permit requests are anticipated for this project. 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. Page 7 of 12 1. Wetland Impacts: NO WETLAND Ry PACTS 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 temporary impacts. 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. ** 100-Year floodplains are identified through the 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://w,",%v.fema,gov. *** 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: 0 Total area of wetland impact proposed: 0 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Type of Impact* Length of Stream Name** Average Width of Perennial or Site Number Impact Stream Before Impact Intermittent? (indicate on (linear feet) (please specify) ma Additional fill in stream (increase 16 feet First unnamed 2.0 ft. Perennial 1 {St 26+00) in pipe length) tributary to Olin Creek Riprap on bank Inlet = 5 ft at inlet and outlet Outlet = 5 ft 1 for stabilization Total= 10 ft " Second unnamed 2 (St 35+25) Fill in stream 22 feet tributary to Olin 1.5 ft. Intermittent Creek Inlet = 5 ft Riprap on bank Outlet = 5 ft 2 at inlet and outlet Total = 10 ft " for stabilization List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-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 name, 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 -VNn"A,.usgs.QOV. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com, %vkvw.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: Placement of fill in stream = 38 feet. Total riprap impacts = 20 feet. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U. S.: NO OPEN WATER IMPACTS Page 8 of 12 Open Water Impact Area of Name of Waterbody Type of Waterbody Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound, (indicate on ma) (acres) bay. ocean, etc.) i ist eacn impact separately ana iuenuty temporary impacts. impacts tncluae, but are not lumted to: till, excavation, dredging, flooding, drainage, bulkheads, etc. 4. Pond Creation: NO 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.): NA Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement, etc.): NA Size of watershed draining to pond: NA Expected pond surface area: NA 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 existing alignment of the road will be maintained, therefore, minimal grading will be done to bring the road up to current safety standards. The pipe lengths are to be increased minimally to allow for widening of road and shoulders meet current safety standards. 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. Page 9 of 12 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 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 http://h2o.enr.state.nc.us/ncwetiands/strm,gide.htmi- I . 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. IMPACTS < 150 FEET THEREFORE MITIGATION NOT ANTICIPATED. 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 htip://h2o.enr.state.nc.us/wra/index.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 N 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 ? Page 10 of 12 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 (Neuse), 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* (square a feet) Multiplier zMiti ati n 1 3 2 1.5 Total - Lone 1 extenus out .su feet petpendtcular 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. SR 1882 is a 1.0 mile -18-foot unpaved road that will be paved to a 20-foot width A minimal increase in impervious surface is proposed Appropriate erosion and sedimentation control measures will be in place during construction. XU. 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. NA Page 11 of 12 XHL Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (I 5A 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). NA Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 12 of 12 R1v/ R/ R1 vv Zlo+ $O I I EX/STiNG 44'-48" e-r'7.p.? R1w C GASS I R/SAP OA/ 54OP6' SCALE 11 STREAM 40 C LASS 1 R1 A- RAF UA1 .Se-'O Oaa R/w S•0? ZStSo ZStaa I PRO/? lDo -qg C. rrt . a RiW Z, STRE.4M 1w B• !'rl • /00-00 A'ss U r?i E o (e. V PoPe-AR TREE- S•w. G C4AOR•gN7- / I ? .TNe- c 92.0 e /?Va.?i ov1? OU74 T 81.3 SET -ZAIVS TS A io QECo P,/ .STREAM BE.d /8Gsed upo,v ?-ha ltv 9 eke vvQ4/oivs PR Sc = /GL Alo.PZ . ?E.Q7" ?`TRCA /M0 C?ID?nF J 1,. el-A.SS 2 /?AP ?'/?J /P/cv Sk iz 3? foo 3S-4-So CX/5 rl VG -30'- 18" PI PE. R x CL.4-SS S R? ,c- RA P R,s,coCATr' •=NLET 7"o ReCE'/v6 Qorh" ST/ C,4/AS AT $ul?CT/oN K ' STREA/"? SCALE _ 401 PRO PO.SE,o WA 44 ?0-98" C.M•P. 35too 344!0 _?4 faa R/G .:CDJrr, ?,hC e/W /Q/W R6co C. A rE Ou r/-ET Td MA7'aAe G`J^NNEG 'f Th 4 ?l? f'c, YNGET 90.3 ?eVia?s?OuTGET 9S S 8 • ?i. yvhrirE P//?'C NE. QC/,q•pRi4NT SET NV TS /oo.oo A.?SuME4 EGE"Y a E40 vv ST?E.?M ??Ep Bl%-e-( 4,?q 0&/ /-Ao PR s< F«L oz e bR e R i 'dye #f? 1 ?"'? i # t ? _?/r f /jy' _?r?, (.,.._,? 1 ?t w..,? ? i'''? e" ,?-` '? "-ti??? ' ,? r ,may j •ir' ??? ?? l? .?,,,,,, ?? . ?..,, ?.'''? ? ?.r.?, ? ? "w... =-?? ?? ' f cry-_ "? j - --• t 1 ',1 ''"1 i?? R ? ?{{ ? !' ,..+ •1„? y. ? " r? ,'+ tin ' RRR , ? ?hyc yy ? C.1 y,r` t ? !y'/ ? I ' ? • r ?,r '??^_r,.,+-+.? { ?•+"'?.. 'r' J•It(,,, •?r'.•-'yT/ -_k S ? . ? A m,d,rr?'• f _ l I f • . '3.... .IP 1 ? r. + /?"'??,...' ?? ? ? 1 ,! ?4.'..! `? S ?-+'°?'^ w?# i' , p? a? #?.,sr ??I c..,r 11 t w.,? p tl ?? '?. ? ? ? ? (? ,r ? t { 4 yy 'ham 'y`rt'e' ? t_• ?-_ ,( loo J + :' ILL' _ .•,_.. /J ,! yet .-? i '• 96i ,f 1 "`'a???'ti Yvw, '1• _r• !! NN, t f '? ? +??1,?/?'r ?•,___-? ?, if ? rC? ? ....J:--'?'??.'0?y 4 ?! 1 ?.`• ,__a, f!,`,s''/ar 1• I, .f }/? 1, ..1 iy'k yr§ ??t. I l lit 7* IN Z' Name: CENTRAL Location: 035° 57' 11.4" N 080° 53'33.6' W Date: 5/212002 Caption: Pipe replacements on sec. road paving project, SR 1882, on two Scale: 1 inch equals 1000 feet UTs to Olin Creek, Class C Waters, Yadkin River Basin Comduht (C) 1997, Maptech, Inc to "+N Pipc inlct (ST 26+00) SR 1882 Iredell County ?ryy. "li' ?M l? Pipe undel (St'.26+00) t?. h r qt: Ig , + . d ?? fir. '?, :rte. _.?«.'?'1•?. __ , , unnamed Upsircom of pipe (ST.26+00) on an unnamed tributary to Olin Creek. ¦ 0 k ,?0 ., ?1 Upstream of pipe (ST.35+25) on an unnamed Tributary to Olin Creek (Two channels upstream of pipe. Channel left of red-topped stake appears to be the main channel). Pipe inlet (ST. 35+25) SR 1882 Iredell County i Downstream of pipe (ST.35+25) on an tributary to Olin Creek Pipe Outlet (ST right of photo (I is perched sever fill ,• ?_+J ? V4V ? ?'TII? A r ?? EROSION AND SEDIMENTATION CONTROL PLAN 4 ;30 -o Z SR /88 z IREDELL COUNTY 7o-,m Ro . DATE o a /-q4-/ o z DIVISION OF HIGHWAYS 11 DEPARTMENT OF TRANSPORTATION STATE OF NORTH CAROLINA W.O. ep.8 Zt44 9 S. R. /1949t ROAD NAME: /V AJ ,o. COUNTY: IREDELL FROM: !S-R, /896 TO S•A /AS7 WIDTH STAKED: R/W WIDTH: app PROPOSED IMPROVEMENT: GRADE, BASE, PAVE DATE: vZ •04 •O P. SCALE I" = 100' / L/ 7- I I O J; 4 h d /•!7 Ac • O ?o?X /8 ;rZp' O h I 0 .?YGO B.P. /4 f so • ?-7,4a O ?'x 9'x io' i K I O F: I Q h ?OTOO Po/vp I V I Q lQ I Q i1 . 89 Ac • O _ /8" R. C. P. Co X /!o X /8 Q E- ? /oqc 1 _ -33.4c.. O? 32 Act. lox2ox Zo ;T - 0 I? 0 f; 0 18/R.C.P e, i?, 11 6 r00 /s" .?. C . Q , P. O ?/GqC. I 'v 7'X 7' . Z8 ?Qc . ID V(T /8"R.C.P Z4 e-. p, k/VE IZ AC G Ix , (P - f /l . - - E: I 4 ti I O I I O 8.A 33 t 50 8• A. 9 4+ so .zs 4c- (S,x8 X /0' 4 h I 0 C. I 43+86 03 AC- 0 I - 4 I - Q' I 40+00 11 S.IR.I %937 48AC-- &xiLxiZ I. I .EX/ST1/YG 19 BRA/IVAGE I r S111-263 END CoNsT I 11 l 4 F i, `alp -. S C, 0 I ' a B ? ro S •' d. f' I? / to `lo ?8 - g 8 - to ? ? \ • ? d '. YID / 'I? _ I / I? Itf ?` :T _ _ .? . _ ? I ?- I ?.a ,A ? ?.• Id ? IL 3 ? if I:' 66 r. Io _ Y I.I io o Q i? \ ..1 .\ •> ..' ? ? 18 - Ilf J 7g 19 ° ?- 14 ? Ig ,? ;- ~ • I? 8;' , ? Iti - ? ? . 10 , _ ? I? :?:• ?' JO I. i? ? VIA. I>t ?' t , " E. j s 1 :i'•- : Igo / II" i / - P pi' rAfx4N ?- EROSION CONTROL DETAILS AND SPECIFICATIONS r x e f n r)ymhnl P'1°C 245.03 Temporary Silt Ditch , 245.05 Temporary Diversion VI _ 893.01 - Temporary Silt Fence r_ --- -- VI - 4 V1 - 6 - 890.05 245 01 Temporary Slope Drain with Earth Berm - •- Silt Ba in T A - N-I - s . ype s ................................. V1 - 10 245.02 Silt Basin Type B 892.04 Temporary Rock Silt Check Type-,A --------- -- VI - 14 895.10 Temporary Rock Silt Check Type-B 892.01 Temporary Rock Sediment Dam Type-A 892.02 897 01 Temporary Rock Sediment Dam Type--E ___ 6iD V1 _ 20 . Rock Pipe Inlet Protection c a; _ „ 894.01 Rock Silt Screen • ........................................ _- ,- _ -- V1 24 2^5.04 Stilling Basin ..---•--- ? --- -- VI - 20 Rock Inle; Protection: 896.01 Type A ............................... A - OR -- A ) VI - 30 896.02 Type B ............................... B ? OR --B) ---- - N'I - 32 896.03 Type ..................... C OR -- O VI 34 11 VI- I March, 1993 \ Fill 1 ?- CD - I:i Li L? L1 C L' ( 1 Z.; w, fl ?iLLJFl I?I I 10 ?n f' I nl U H? L W \ z,. C ?= cv I>I / fM ?i u r) O D 'n N >- VI-5 March, 1993 U J Z J(r. Q F-•:J ¢ Z Cn020ZZ O . m(nUOO N LL) F- f-• LL . COZOW (n OZ2rrO JU¢F-W?• F- J WW ¢ Z ^ F- -- LL 20• <E ILL) 01- - CD (n-m UOm 0- ir'LL • W . WO 0Q ? ZCCmLLWWM ¢ Co OW(n ZCo W~ ¢OF-O¢ _ = F- (!O Cr -J- ? F- J v F- O OU¢ZU7O W Z LL-0-D- -- 0 a_ O J J 0 'r O F- U N ? W O n O ¢ W Cr_ W - > O LL 11 (1- 0 O ? W W J N < / Co m W 0 4 Q ^J t? 0 E5 0 0 J a a f11 \- U - --? z (-00 - o.? . Nw U) LU O > U 0 D 0 J a 3 LL1 ,i > Z • O Q v > W W QN -'-t Q, 1 1 1 1 0 J LL m ` W ¢ d m I? F- J <1 (I) L III ? F- CL O U O F- U J W ¢ (-r) O -,-(1 '?II Ln O d jl o W Q cc ;II 21 ,I ?I 7_ W! CCI V)I FIB c_IO, >I =1wi 'Ti VI-17 March, 1993 7 < d m 1IGo m W U W U 1---i O (-I ?l ter; .'' J U ?zz o°c Q-- ;G (? OO= C W l- 0 71 !- (n n in J 1 Li-I O f"- J Q C u co J Q Z O O U m LL cr w J o---i N ?_ LL t co 1 Y• r - 1- ?' J LL) O ?Lrw O ? O w o 1-- Ln U Ul G O U U U? L LO n < co z ,? < N O O C. E,. w Q W F < E- z x a: =ZQ? C:) W F z p ° ] F w F N O W U Q Q O F 7 -J U < U Z z F o w Eo- O N F to m I- o C' (n co z ` omozvnzo ..7 C;ZU w /1o w < ° zQF 4 < z F O Q F w W W E" mow: FC.z AMU ? W ? < W ° O O WE- z< UNwz -'FC O F U O M w 2 Ln fs C W m CO U Q O LL z CD O W Len d r W Q (O J L- w > w m J F- L- O U W LL W U) 0r 3 LL c = O w J J _ XW J _ w m _ O C? O w > I?J L? w y Q j ? O O I Q cn J U-) F- ? w I <1 C: U O O w 1- O _ y Ln ~ LL w O O = I w cl: r O L O r. LL n - - L11 w = _ z O u O w_oooO0 N J 4 e D O N m .a w o E..., S z ¢'A O aw U V In v - vnv a a F z w 0 y ?I F-- (_1 W Cl? Co Un L ( 1 =1 Q? c; o??I - cI s c O. z z: J QI s C 0; w °. ILni FIB Q Q '1.1© N CC) m LLJ n f-- •Q O W O l (-n O O V.^ Cr 7- L Q F L ?- CD it W O L Q , O Z cn E 5n W) >1 VI-21 March, 1993 NCDNVO Stream Classificntion Form ProjectName:C River Basin .? i °D WQ Project Number. a Nearest Named Stream: "I ` 1, I\ Count),:-7-,' r j 4. Evaluator. /'1• ? Lstirodr. C) Iv Signature: Date: USGS QUAD: ?) ? j ^" . ?Ef'^i ?G? I Longitudes Qrl C_ ?. `'G V j v , _ Location/Directions: `PLEASE NOTE: l/.ratr wand laada-nar, eIm that M./ntan is• ..-ad, dkcA. Mar we o/M6/arm U nat wwasm'), Afro,//I-the bratyra/essionat)adstm.nt o/Ma.,dAw-, tha/ewunit asaw-mad. ditch and at a-di/kd narwlarmm--Mp nrinE ryitrm shaa(d nat be wd• l Primary Field Indicators: rorte Qr.Muober Aaum) reomo 1 h l . rn o nev Absent Weak Moderate Strnnn 1) Is Them A Riffle-Pool Sequence? 00 01 Q4-"- 03 3) b The USDA Texture In Stmambed Different From Surrounding Terrain? O o 0 1 0 0 3 3) Are Natural Levees Present? 01- 01 02 03 d) Is The Channel Sinuous? 00 01 O'er . 03 5) Is There An Active (Or Relic) Floodplain Present? 00 1 02 03 6) Is The Channel Braided? 04' 01 02 03 7) Are Recent Alluvial Deposits Present? 00 01 062.. 03 8) Is There A Budditil Bench Present? 00 01 &T- 03 Is A Continuous Bed & Bank Present? y) (-NOTE: (/Bd A Baal C.wd By Dlrchl.s Ad WITHOUT SI-1,y A. ('') Scorn-e'/ 0 1 VZ (J 3 Is A 2nd Order Or Greater Channel (As lndiataf On Topo 10) 0 Yes-3 04 0 0 Mop And/Or In Field) Present? - no- PRIAIARYGEOAIORPHOLOGYINDICATOR POINTS. I #VALUEI 11. Nt•drolo Ahsent Weak Moderate Strong 1) Is There A Groundwater 00 0 Flow/Discharge Present? 1 2 03 PRIAIARY HYDROLOGY INDICATOR POINTS. #VALUEI Ill. Blology r Absent Weak Moderate Strong 1) Are Fibrous Roots Present in Streambed? &1", 02 01 00 2) Are Rooted Plants Present In Streambed7 l? 02 01 00 3) Is Penphyion Present? Dd 01 . 02 03 4) Are Bivalves Present? 0 01 02 03 PRIAIARY BIOLOGY INDICATOR POINTS. d b #VALUEI Secon arv Field Tndicators:rarteo m-&,rn,ruar/ 1. GeomorpholoU Absent Weak Moderate Strong 1) Is There A Head Cut Present In Channel? O'I- 00.s 01 01.5 2) Is Them A Grade Control Point In Channel? - 00 00.5 0'r 01.5 3) =' opography Indicate A l Drainage Wray! 0 0 0 0.5 Of 01s SECONDARY GEONORPHOLOGY INDICA TOR POINTS. ;? #VALUEI II. IlYdrolo v , Absent Weak Moderate Strong 1) 4 Tttis Year's (Or Last's) Lcatlitter is 01 00 0 Present In Streambed? .5 0 2) Is Sediment On Plants (Or Debris) Present? 00 00.5 01.5 3) Are Wrack Lines Present? 00 00.s 1 01.5 Is Water In Channel And >48 Hrs. Since o 0 Last Known Rain? r-NOTE.I(DitchWkrredtoMAbevrSiffntsSireAnd0592-•) OS 0 1,5 S) Is Them Water in Channel Dunng Dry 0 0 0 03 . 0 Conditions Or In Growing Season)? 1.5 , 6) Ara Hydrie Soils Present In Sides OrChannel (Or V Hratku)7 W Yes-1.5 0 No-0 SECONDARY HYDROLOGY INDICA TOR POINTS: #VALUEI Ill. Biology Absent Weak Moderate Strong 1) Are Fish Present? 04-11 00.5 01 01.5 2) Are Amphibians Present? 04, 0 os 01 01.S 3) Are AquaticTunles Present? 0110- 00.5 01 01.5 d) An Crayfish Present? 041, 00.s 01 01.5 S) Are Macrobenthos Present? 00 S 0 1 01.5 6) Am Iron Oxidizing Bacteria/Fungus Present? 94-11 00.5 01 01.s 7) Is Filamentous Algae Present? 00 0.5 01 01 01.S 8) Are Wetland Plants In Streambed? SAV - Mostly OBL Mostly FACW Mostly PAC Mostly FACU Mostly UPI, r NOTE: (fTad Abss-e. OIAII Maur /n Srrv.+bd As Nord 02 01 00.75 00.s 00 00 Abmr Skip rhn Sly UNL=SAPP v- •). SECONDARY BIOLOGY IND/CATORPOINTS. ' #VALUEI TOTAL POINTS(Pr(mnrt'+Serorrdnrr)- #VALUE! (IjGrmrerThan Or Equal To LPoints TheStream isAtLewrIntermittent) t i4"8 t INTERMITTENT CHANNEL EVALUATION FOR.:tiI ACTION ID APPLICAN1' NA,rIE DATE PROPOSED CHANNEL WORK 0.e..culven,relocation. etc.) ?IrP (/(; WA,rERBODYIRIVER BASIN COUNTY/CITY RF,CEN'r WEATHER CONDITIONS /-Cti Comments or Desctiotion llfish/Crustaceans Present Macro Invertebrates f P ffFede, Observation ans Present/Breedine EE nd/Or Fungus (water quality Functiun) Channel Use (i.e. tracks, feces, shells, others) Protected Species Present (Discontinues ol St ructure Stable Streambanks Channel Substrate (i.e. avel. cobble, rock. coarse sand) Riparian Canopy Present (SP =/> 50",'„ closure) Undercut Banks/htstream Habitat Structure 1 1 Flow In Channel Wetlands Adjacent'roiContig. With Channel (Discontinue) Persistent Pools/Saturated Bottom (Jung through Sept.) Seeps/Groundwater Discharge (June through Sept.) Adjacent Floodplain Present `Track Material or Drift Lines Hvdrophvtic Vegetation in adjacent to channel Important To Domestic Water Supply'' Y/?) Does Channel appear On A Quad Or Soils Map? ?Ij/ N Approx. Drainage .-trea: Determination: portant Channel LF PROJECT:.NIGR Initials rDt1ch nnial Channel (stop) Ku rmittent Channel (Proceed) im portant Channel: LF emeral Channel (no jd) (attach map indicating location of important/unimportant channel) Through Upland (no jd) Evaluator's Signature: (it other than C.O.E. project manage: ) P-Present SP-Stongly Preseni NP=Not Present 11/4/98 INTER fITTENT CHANNEL .. EVALUATION FORM ACTION ID APPLICANT NA,VIE l DATE 5 PROPOSED CHANNEL WORK (i.c..culvert, relocation. rtc.) ht ?? /t' 4)%?V/on7<? S/ `/ I f WATERBODY/RIVER BASIN ?)Tq, 31)") _ (e'-' C COUNTY/CITY _?? J / RECENT WEATHER CONDITIONS P SP NP Observation Fish/Shclllish/Ctvstaccans Present Benthic Macro Invertebrates Amphibians Pre-It/Breeding Algae And/Or Fungus (water quality function) Wildlife Channel Use (i.e, tracks. Inces, shells, others) Federally Protected Species Present (Discontinue) Riffle/Pool Structure V'I Stable Streambanks Channel Substrate (i.:. ;ravel. cobble. rock. coarse sand) Riparian Canopy PreSCnt(SP =/> 50% closure) Undercut Banks/Instream Habitat Structure Flow In Channel Wetlands Adjacent'roiconti.. With Channel (Discontinue) Persistent Pools;Saturated Bottom (June through Sept.) SeepsiGroundwate, Discharge (June through Sept,) Adjacent Floodplain Present `? rack Material or Drift Lines Hydrnphytic Vegetation irvadjacent to channel Important To Domestic Water Supply? Y / N Comments or Descnntion Does Channel Appear On A Quad Or Soils Map? Y / N Approx. Drainage Area: Ct Determination: Perennial Channel (stop) n Important Channel: LF PRQJEC .vIGR. Initials Intermittent Channel (proceed) important Channel: LF Ephemeral Channel (nojdl (attach map indicating location of important/unimportant channel) Ditch Through Upland (nojd) ?I Evaluator's Signature: (il other than C.O.E. prnject manager) P-Prescnt SP=Stongly Prescnt NP=Not Present 11/4/98 NCDNVO Stream Classification Form Project N 1Z* River Basin; r a DWQ Pmjmf Num?ber?. Nearest Named Stream: County. rC e C Evaluator. - ?' ? witudC ?? ?1 )) L.1 Signature: ? Date: USGS?UAD: t Longitude: e ^ Location,/Directions: *PLEASE NOTE: Qevaharor and /end-,rr agree that the%arure G a .--ad. ditch. then we fIh4/orm 4 not neeras.ry. Alt.. i/in the bea1yro6wiana1judgement o/the aw/aator, the%aran is a man-made ditch and.w a Inadl)tad nataral stoww-this rating system should nor be used Primarv Field Indicators: (aeleOm Nambert4rlAm/ 1) Is There A Rime-Pool Sequence? 00 02 03 Is The USDA Texture In Streantbcd 2) Difrerent From Surrounding Temin?0 0 02 07 J) Are Natural Levees Present? 01 02 03 4) Is The Channel Sinuous? 00 01 02 0 5) Is There An Active (Or Relic) Floodplain Present? 00 01 02 03 6) Is The Channel Braided? mlf, 01 02 03 7) Arc Recent Alluvial Deposits Present? QIr- 01 02 03 8) Is There A Bankfull Bench Present? 00 041 02 03 Is A Continuous Bed & Bank Present? (? 91(•NOrE. ifW d g..! Gaed sy D)tau.g And WnWOUr SAawuy Tb.. S-09 0 02 OO Is A 2nd Ober Or Greater Channel (As Indicated On Tope 10) ,., O Yes-3 .0 Map And/Or In Field) Present? PRIMARY GEOMORPHOLOGY INDICA TOR POINTS. g #VAL UE1 IL Hydrology ent A Weak Moderate Strong 1) Is There A Groundwater 00 01 0 Flow/Discharge Present? 3 PRIMAR Y HYDROLOGY INDICA TOR POINTS. ear nl..r...... .. #VALUEI __ _ _ 1) Are Fibrous Roots Present In Simambed? 03 C, 01 00 2) Are Rooted Plants Present In Streambed7 03 2 01 00 3) Is Periphyton Present? 01 02 03 4) Are Bivalves Present? 1?J0 01 02 O PRIMARY BIOLOGY INDICATOR POINTS. Secondarv Field Indicators:(a.rleomm-berPrU.) t. Geomorphology bsent #VALUEI Weak oderate trong 1) Is There A Head Cut Present in Channel? 00 00.s 01 15 2) Is Them A Grade Control Point In Channel? 00 00.5 01 ,.., 01/13 7) Does Topography Indicate A Natural Drainage Way? 0 0 00.s 01 V..5 SECONDARY GEOMORPHOLOGY INDICATOR POINTS. It. If droloay 1 J Absent #VALUEI Weak Moderate Strong Is This Years (Or last z) I.citlltter )) Present In Stresmbed? 0 13 0 1 0 0 2) Is Sediment On Plants (Or Debris) Present? 00 917 01 01.5 3) Are Wrack Lines Present? 00 &0f 01 01-5 Is Water in Channel And >48 Hrs. Since ((?? 4) Last Known Rain? PNOTE: IlDOrh 1.dk.erd 1. ar Above.1r This Snp A./ q?geP •1 0 OS 0IS ts There Water In Channel During Dry 00 00 5 1 0 Conditions Or In Growing Season)? . -, 1.5 6) Are Hydric Soils Present In Sides OCChannel (Or Is He.dcut)t es•1.5 0 No.0 SECONDARY HYDROLOGYINDICATOR POINTS. i ? A #VALUEI Ill. Biology .. A bse nt Weak Moderate Strong 1) Are Fish Present? , en U/0 00.5 01 01.S 2) Are Amphibians Present? ©'0 i 00.5 01 01.5 3) Are AquaticTurtles Present? i O"0 00.s 01 01.5 4) Are Crayfish Present? 0 00.5 01 01.5 5) Are Mserobenthos Present? 00.5 01 01.5 6) Are Iron Oxidizing Bacteria/Fungus Present? 00 OS 01 01.5 7) Is Filamentous Algae Present? 00 OS 01 01.5 8) Are Weiland Plants In Strearrlbed? SAV Mostly OBL Mostly FACW Mostly FAC Mostly FACU Mostly UPL r• NOTE: If remt Abre.te Of Alt Pt wn t. Snva.,b.d As M.W 02 01 00.7s 00.S 00 00 Abmr Sky Tkte Sap UNLESS SAP P- •). SECONDAR Y BIOLOGY INDICA TOR POINTS. ) #VALUEI TOTAL POINTS (Prinrnrp + Secondary)- #VALUEI (Ij Greater Than Or Equal To (2 Points The Stream Is At Least Intermitrent) ,? n / ., 01 County _fel _v A'CDOT Division k 6 ? District # CONCURRENCE FORM FOR PROPERTIES NOT ELIGIBLE FOR THE NATIONAL, REGISTER OF HISTORIC PLACES, FOR STATE FUNDED SECONDARY ROAD PROJECTS ONLY Project Description: l Q U !i ?? v ' l??p?d llC On ?001, representatives of the LJ North Carolina Department of Transportation (NCDOT) North Carolina State Historic Preservation Office (HPO) 6 Other Reviewed the subject project at a scoping meetuig photograph review session/consultation El other All parties present agreed here are no properties over fifty years old within the project's Federal Permit Site's (or Sites') area (or areas) of potential effects (APE). A?- There are no properties less than fifty years old that are considered to meet Criterion Consideration G within the project's Federal Permit Site's (or sites') area (or areas) of potential effects. There are properties over fifty years old (list attached) within the project's Federal Permit Site's (or Sites') area (or areas) of potential effects, but based on the historical information available and the photographs of each property, properties identified as are considered not eligible for the National Register and no further evaluation is necessary. _.,e-?There are no National Register or Study-Listed properties located within the secondary road project's area of potential effects. There are no historic properties affected by this project. (Attach any notes or documents as needed) Signed: Representative, NCDOT Date Representativ HPO Date State Historic Preservation Officer If a survey report is prepared, a final copy of this form and the attached list will be included. - NCDOT HAZARDOUS SPILL BASIN CHECKLIST Division: 12 County: Tredell Project ID: River Basin: Yadkin Bridge No: Two pipe replacements Route: SR 1882, Tom Road Stream: Unnamed tributary to Olin Creek Water Quality Criteria: Yes No Stream Crossing Blue Line On USGS we r ORW F W- WSI F F7 WS II,III OR IV, Crossing Within 0.5mi of W.S. Critical Area r r Roadway Criteria: Route Designation- Additional Site Information: Yes No Arterial Urban r r Arterial Rural F W Yes No Is a Hazardous Spill Basin Required? F r Criteria Based Upon NCDOT "Best Management Practices for the Protection of Surface Waters" (March, 1997). ?ew a 020724. STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY LYNDO TIPPETT GOVERNOR SECRETARY u MAY - 8 2002 WETLANDS GROUP WATER QUALITY SECTION MEMO TO: John Dorney, DENR/DWQ/40 I /Wetlands Unit FROM: Trish Simon, Division 12 Environmental Officer 7s' DATE: May 6, 2002 SUBJECT: Pre-construction Notification/401 Automated Payment Enclosed are seven copies of a pre-construction notification permit application for a secondary road paving/pipe replacement project in Iredell County for your review and comments. Project information for the 401 Automated Payment Procedure • Work order number: 43122-549-6.822449-475-SRI 882-82999 • TIP #: Not Applicable • Project Category: $200.00 Fee PAYMENT RECEIVED is Post Office Box 47 Shelby, North Carolina 28151-0047