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HomeMy WebLinkAbout20081588 Ver 1_Application_20081020 STATE OF NORTH CAROLINA o? oCT ®l/ oF,? 2 A ? 444 DEPARTMENT OF TRANSPORTATION MICHAEL F EASLEY DIVISION OF HIGHWAYS LYNDO TIPPETT GOVERNOR SECRETARY October 14, 2008 Mr Brian Wrenn ® 5 8 401/Transportation Permitting Unit 1650 Mail Service Center Raleigh, N C 27699-1650 SUBJECT Roadway Embankment/Streambank Stabilization on Interstate 40 Westbound, Iredell County Dear Mr Wrenn The North Carolina Department of Transportation proposes to stabilize the Interstate 40 Westbound roadway embankment around Mile Marker 142 in Iredell County Large rock will be utilized at the base of the embankment for a distance of 60 feet (< 1 cubic yard/running foot below ordinary high water) and earth fill will be placed behind the rock to reconstruct the embankment Presently, the adjacent stream channel is braided at the base of the roadway embankment, therefore, the base rock will be placed in the south braid of the stream channel and a portion of the instream bar will be excavated to create a single channel from the north braid Upstream and downstream cross-sections were measured to establish and "normal" channel width of - 9 feet (see attached cross-sections) Temporary cofferdams and bypass pumping will be used for stream management during construction Upon project completion, the areas impacted by the temporary cofferdams will be returned to pre-project conditions and all areas seeded and stabilized The scope of the work will result in a total of 60 linear feet of permanent impacts to Goble Creek, which is classified as a WS-IV watershed by the Division of Water Quality Interstate 40 is a rural and urban arterial, however, the project is not located within '/2 mile of the critical watershed area, therefore, hazardous spill basins are not required Enclosed is the hazardous spill basin checklist This office has conducted a GIS and field survey for the project for historical sites and threatened/ endangered species sites No sites listed on the National Register of Historic Places are located in the vicinity of the project nor did there appear to be any eligible structures The federally listed species for Iredell County (USFWS list dated January 31, 2008) include bog turtle (Clemmys muhlenbergii) and the Dwarf-flowered heartleaf (Hexastylis naniora) Natural Heritage Program records document the nearest dwarf-flowered heartleaf location approximately 7 0 miles southwest of the proposed project area (in Catawba county) The heartleaf is usually found on dry to moist ravine slopes (usually north facing and of the oak-hickory-pine forest type) and in boggy areas neai springheads There did not appear to be suitable Interstate 40 Westbound L d?3 1 ^ ??~ In ? 1 Interstate 40,Westbound,, ° Page 20 October 14, 2008 ,7a .t habitat witliin the proposed project area and no heartleaf species were observed No impact on this species is anticipated Natural Heritage Program records document the nearest bog turtle location approximately 17 0 miles northeast of the proposed project area Bog turtles are typically found in bogs, marshes, and wet pastures There is no suitable habitat located within the project area T/SA species are not subject to Section 7 consultation, however, no impact on this species is anticipated The proposed project will have NO EFFECT on the bog turtle and the dwarf-flowered heartleaf I have enclosed a pre-construction notification for a WQC 3689 (Bank Stabilization), sketches of planned activities, and location maps relative to the project Project information for the 401 Automated Payment Procedure is as follows • Work order number 150461-55120005-12 104911-3108 • TIP 4 NA • Project Category $240 00 Fee _ If you have any questions or concerns, please feel free to contact me at (704) 480-9044 Thank you for your time and consideration to this matter Respectfully yours, M L Holder, P E Division Engineer Twelfth Division BY / / l/a Trish Simon Division 12 Environmental Supervisor Enclosures Cc Polly Lespinasse, DWQ, Mooresville Regional Office Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. 2 0 0 8 1 5 8 8 (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#13 (WQC 3689) 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 ? 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 1 Owner/Applicant Information Name Mike Holder, N C Department of Transportation Mailing Address P O Box 47 Shelbv. North Carolina 28151 Telephone Number 704-480-9020 Fax Number 704-480-5401 E-mail Address 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 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(cr?dot state nc us Page I of 8 111. 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 Road Embankment/Streambank Stabilization, Interstate 40 WB (-MM 142) 2 T I P Project Number or State Project Number (NCDOT Only) 12 104911 3 Property Identification Number (Tax PIN) NA 4 Location County Iredell Nearest Town Statesville Subdivision name (include phase/lot number) NA Directions to site (include road numbers/names, landmarks, etc) From Statesville, west on 1-40 (Site is located at Mile Marker 142) 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 7578063°N 81 0388701°W 6 Property size (acres) < 0 10 acre 7 Name of nearest receiving body of water Goble Creek, WS-IV Watershed (from source to Buffalo Shoals Creek) 8 River Basin Catawba (Note - this must be one of North Carolina's seventeen designated mayor river basins The River Basin map is available at http //h2o enr state nc 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 Existing Conditions-NCDOT Right of Way adjacent to I-40 Westbound General Land Use- agricultural and forested Page 2 of 8 10 Describe the overall project in detail, including the type of equipment to be used- Stabilization of roadway embankment/streambank adjacent to Interstate 40 WB Large rock will be utilized at the base of the embankment for a distance of 60 feet (< 1 cubic yard/running foot below ordinary high water) and earth fill will be placed behind the rock to reconstruct the embankment Presently, the adjacent stream channel is braided at the base of the roadway embankment, therefore, the base rock will be placed in the south braid of the stream channel and a portion of the instream bar will be excavated to create a single channel from the north braid Upstream and downstream cross-sections were measured to establish and "normal" channel width of - 9 feet Typical heavy equipment (tract hoe backhoe etc ) will be used for the construction of this project 11 Explain the purpose of the proposed work The purpose of the proposed work is to repair the eroding road embankment for the safety of the traveling public IV. Prior Protect 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 No future permit requests are anticipated at this site 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 Page 3 of 8 Provide a written description of the proposed impacts Impacts from embankment/ streambank stabilization 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 Type of Wetland Located within Distance to Area of Site Number Type of Impact (e g , forested, marsh, 1 00-year Nearest Impact (indicate on map) herbaceous, bog, etc) Floodplain Stream (acres) ( es/no) (linear feet) Total Wetland Impact (acres) 0 3 List the total acreage (estimated) of all existing wetlands on the property 0 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 walls, gabions, etc ), excavation, ditching/straightening, etc plans and profiles showing the linear footprint for both t must be included To calculate acreage, multiply length X c (e g , cement walls, rip-rap, crib If stream relocation is proposed, he original and relocated streams width, then divide by 43.560 Stream Impact Perennial Average Number Stream Name Type of Impact or Stream Width Impact Length Area of Impact (indicate on Intermittent Before ma) Impact (linear feet) (acres) 1 Goble Creek Rock Stabilization Perennial 9 feet 60 feet 012 91 Temporary Cofferdams/ 1 Bypass Piping 100 feet 021 * 60 feet * 012 acre Total Stream Impact (by length and acreage) pe1rm00anefeetnt permanent *Permanent impacts contained within area of temporary impacts temporary 02 l acre impacts temporary impacts 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) Total Open Water Impact (acres) 0 Page 4 of 8 6 List the cumulative impact to all Waters of the U S resulting from the project Stream Impact (acres) 012 Wetland Impact (acres) 0 Open Water Impact (acres) 0 Total Impact to Waters of the U S (acres) Permanent 00251 Total Stream Impact (linear feet) Permanent 60 feet 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 Pond Creation NO POND IMPACTS 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 High stream flows appear to be causinsz erosion of the interstate embankment, which must be stabilized and repaired for the safety of the traveling public The south braid of the braided stream in the embankment repair area will be filled to repair the embankment and a portion of the instream bar at this same location will be excavated to create a single channel at a "normal "channel width Cross-sections were surveyed upstream and downstream of the site to provide reference stream dimensions 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 Pale 5 of 8 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 nc 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 MITIGATION NOT ANTICIPATED 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) Amount of Non-riparian wetland mitigation requested (acres) Amount of Coastal wetland mitigation requested (acres) 1X. 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) land9 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)? Page 6 of 8 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 Clearinghouses 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 (Meuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC 2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )9 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 Zone* Impact Multiplier Required (square feet) Mitigation 1 3 (2 for Catawba) 2 15 Total * Zone I 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 2B 0242 or 0244, or 0260 XI. Stormwater (required by DWQ) 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 No increase in impervious surface is proposed Page 7 of 8 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 No wastewater is generated from the project XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules9 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 //h2o enr state nc us/ncwetlands If no, please provide a short narrative description The embankment stabilization will not result in additional development of the surrounding area 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) Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided ) Page 8 of 8 1-40 Westbound Bank Stabilization Iredell County I x.51 5 1534 C31?L S-IV S'?Q ?O N EWKI N > r) INC SR 1 US 64 S,Q ry Iw ? SR 1632 SR 1520 Ur) X527 ? N S N S? 1532 ??`? N U) 5? S& 1528 LO 04 e2 7 SR 1517 00 LL SR pp6 t2 C9 q0 U 1-40 to ? SR 1747 S? SR 1513 Cn ^° 5 End Ln R 01 i?-Oj g? j54 11 a' SR 16 6 S 1510 D 2790 yo 5Q` X15 d p t R 150 S 1 0 O ? ?S0, ?. Elsie D Cl `bIJ fo05 Izafion 2 R ?Q U 13 ? 0 i?. Ros SR 1333 r' U) n N 1y M W 4L n /10 I 0 0 45 09 1 8 Mlles I I I I I I I I N Vicinity Map - y r en e4/ 1 ,vv c ? 1 1 _ r? rr r art ? *._ ,?,,.r-•? ? - _ ? _, ? f ' Embankment Repair ,. 1 r1 ?'J r+ _ _ k "w, Y` ? i •' i r A ' ,rs 503 ?! f ? ? G i ?? ?' y 44 ?1 ?w ' : ' j d, ?_ - ,,.d' ? + • f r J r!-• _ _'/ 21 +r `1 yl`? r/ rr--- ? t ? ?..' f ,/?rlJf' flrf• _ _ ? ?? - • ?,. !J r? ?r r r } f r? ? L ? j r ?- I r Name STONY POINT Location 035 7578063° N 081 0388701 ° W Date 10/1412008 Caption 1-40, Embankment Repair/ Streambank Stabilization, Goble Scale 1 inch equals 1000 feet Creek, WS-IV Watershed, Yadkin Basin W O L- CL c O N U) E i E W O O m a) Q C O N O O LL A41 "",IN V Q ti .70 u rr R ti C7 r. 1.1 f- ti M S+ ?j r, -ry n 0 1 , 4 tv U Q ` i d 0 R't rl4 s„i?7. u'roK?1 ? q3. cdTiD,-,'0 4t3?1'fP m3 l9 rJ J u. 3 '3 ++CC COO ?w J ry w ?. U J 1. U ?? V ?1 F1'?CY 11 1'` NcY? M1vpA a ? I3 CIO L 3 5C?3 4 g a 6 Q' ?y r? Y.J 4 y b sa ss a m 8 L !S? v^? n 2+ OO'v 0 0 0 {F ? ?: +'sl? ?}9h?' a+ ,s..? w'? {} +J? ,\A {? {7 ? 01 00 fl- +4 c Y 4 45 V 0 4 v? LL 1 1 i 73 S L 4 i ? 3 10 G 7 u W { ® 0 1 1 E 3 `o L n N o ? C ? C 'O a 1 ? r 9 ? U JY U v .+ w a L u K o d ?u Q a ` a o a s u g p Q X L T 6J N C Y m p m ZS S 9 s $s s to > a' ri C } y s c 0 0 D o .s i' S2 s s L 1.. 1r W dl 4 1r T T T ?T T T O 0 0 O O O O o O O O O O O v n [ Q ID ?I_- Roadway Embankment/ Streambank Stabilization 1-40 Westbound -MM 142 Sloughing Embankment IJ t? i ! 1 ?J q 1 4 ? S r? l 3 - a Braided Stream Channel at base of embankment co c n T D r O I r I? CL to * J \ J 100 n z0 \\ \ 0 0 ?U o -?3 o Lr- r 3 3 ° ?9 n ?} Q2 °=S i a 7 o _ D is A m D m m Ocn m \\ \ + \l y2 ti? \\ \\ \ \o?\ m z C) \\ \ \ ? \ m z K: -0 \ \ > C: 0 ?n CC)o \\ \ \ \ m co nm \\ \ \ + Z N \\ \ \ m? \\ \\ \ ao \\ zz F- D z Fri HIHON I 1 l _ .sswco o.Tw 0 X U) m 0 Q. Q. n n 0 o ,c ? cD ; O - °m R - N ?? -4 - Lnn b E 5 ': O p a ° ED ? R . - R k ¦ rd ? r ?$ -? - s$ K 3 +? I$? N IT N s °" + b p os. s ? O t = s_ I = ao °o k1 ? ti ? ° $3 o ? ? = Cs 0 L $ i - o O ? Sf: ?;; N ? s i p f1 1" ?St + O „ H a xY ° ? t o o -^8 ?# o - _ MS m$ +Si Ya - D tD X "1 Q + O k s O "D O N m ° m (J) x o o - N p c + O N LA _ O 1 7 m n 0 z N REFERENCE CROSS-SECTIONS Interstate 40 Embankment Stabilization 0+20 FLAGGED SECTION 6%&6.75 6%6ee] 6" 69e2 0e N1 70 .21 35 IO 20 EOW 691 17 692 Zee 6a M . B7e6 12 7110 M ]]29 3+40 FLAGGED SECTION 7" 52.0 690 7ae6 6% 5 P" 0 IMP 5 271 77 6ve.91av 21 . as EOW g 47 3+20 FLAGGED SECTION a" 5eee 6921192 690 7M3 6" 4N1 b I LM 21 37, 692Sae2 le 7 8 4 - E 0 W 3+50 FLAGGED SECTION 701 grim 69e 1165 6%1616 e II 1 e M ..2v cve eats A . 66 EOW \1 9 06 0 NCDOT HAZARDOUS SPILL BASIN CHECKLIST Division 12 County Tredell Project ID River Basin Catawba Bridge No- Embankment Stabilization Route: Interstate 40 Westbound Stream Goble Creek, WS-IV Watershed Water Quality Criteria Yes No Stream Crossing Blue Line On USGS 1? r ORW r 1? WSI r r1_1 WS 11,111 OR IV, Crossing Within 0 5mi of W S Critical Area 1- 1? Roadway Criteria- Route Designation- Arterial Urban Arterial Rural Additional Site Information Is a Hazardous Spill Basin Required? Yes No 1? r 1? r Yes No r r Criteria Based Upon NCDOT "Best Management Practices for the Protection of Surface Waters" (March, 1997)