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HomeMy WebLinkAbout20021004 Ver 1_Complete File_20020624e??o STATE of NORTH CAROLINA DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY GOVERNOR June 21, 2002 0'21004 LYNDO TIPPETT SECRETARY N.C. Dept. of Environment and Natural Resources-Division of Water 1 2321 Crabtree Blvd. Raleigh, NC 27604-2260 Attention: Mr. John Dorney Coordinator '?I?y 2 4 20o2 _ DI Subject: Proposed replacement of Bridge No. 29 on SR 1208 in Warren County. NCDOT Work Order No. 6.503461. Reference: NCDOT permit application (June 21, 2002) The North Carolina Department of Transportation (NCDOT) plans to replace Bridge No. 29 on SR 1208 in Warren County. Construction of the project will necessitate impacts to waters of the United States. Applications was made for a Department of the Army Section 404 Nationwide Permit (NWP) 3 and North Carolina Department of Environment and Natural Resources-Division of Water Quality (DWQ) Section 401 Water Quality Certification (WQC) No. 3376 by permit application dated June 21, 2002. An automated payment procedure has recently been implemented between the NCDOT and NCDWQ. This procedure will enable the Division to apply for the 401 WQC without submitting a check for this permit application. This new procedure will provide payment to the NCDWQ by charging the permit application fee directly to the appropriate NCDOT work order. The NCDOT work order for this project is 6.503461. Project impacts are less than one acre of cumulative wetland/water impacts and less than 1,50 linear feet cumulative impacts to streams: therefore, please note that a fee of $200.00 is required for this project. If you have any questions or need additional information, please contact me at (919) 560-6081. Sincerely, Christopher A. Murray, P.W.S. Environmental Officer PAYMEEN7 Division 5, 2612 N. Duke Street, Durham, NC 27704 R r' LCCEI VED Phone: (919) 560-6081 Fax: (919) 560-3371 1 N C. DEPARTMENT OF TRANSPORTATION TRANSMITTAL SLIP' DATE 6- Z(' oZ TO: - REF. NO. OR ROOM, BLDG. d v?n2 FROM: - REF. NO. OR ROOM, BLDG. CL I tJn- A ON ? NOTE AND FILE - ? PER OUR CONVERSATION ? NOTE AND RETURN TO. ME ? PER YOUR REQUEST ? RETURN WITH MORE DETAILS ? FOR YOUR APPROVAL ?. NOTE AND SEE ME ABOUT THIS ? FOR YOUR INFORMATION ? PLEASE ANSWER ? FOR YOUR COMMENTS ?PREPARE REPLY FOR MY SIGNATURE ? SIGNATURE' ? TAKE APPROPRIATE ACTION ? INVESTIGATE AND REPORT COMMENTS: 021004 021004 ?? 2 q STATE of NORTH CAROLINA`.k?C,`?Ie°OS DEPARTMENT OF TRANSPORTATION MICHAEL F. EASLEY CiovERNoR June 21, 2002 U. S. Army Corps of Engineers Raleigh Regulatory Field Office 6508 Falls of the Neuse Road, Suite 120 Raleigh, NC 27609 LYNDO TIPPETT SECRETARY Attention: Mr. Eric Alsmeyer NCDOT Coordinator Subject: Replacement of Bridge No. 29 over Smith Creek on SR 1208 in Warren County. NCDOT Work Order 6.503461. The North Carolina Department of Transportation (NCDOT) proposes to replace Bridge No. 29 over Smith Creek on SR 1208 in Warren County (Figure 1). The existing bridge was constructed in 1975 and has a sufficiency rating of 27.1 out of 100. The existing structure is a six span bridge (1@ 18'-0", 1@ 16'-6", 1@ 22'-3", 1@ 22'-0", 1@ 16'-6", 1 @ 18'-3") that is comprised of timber decking on steel beams with timber joists on timber caps and timber piles. It has been determined that this structure must be replaced. The proposed replacement structure is a three-span cored slab bridge (1@ 40% 0", 1 @ 50'-0", 1@ 40'-0") (Figures 2). Impacts to the Waters of the United States Construction of the project involving replacement of the existing bridge will necessitate impact to waters of the United States in the Roanoke River basin. Here the project crosses Smith Creek (NCDENR-DWQ Index No. 23-10, Best Usage Classification Q. Bridge Demolition and Removal Bridge No. 29 will be removed under Case 3, where there are no special restrictions beyond those outlined in Best Management Practices for Protection of Surface Waters and Best Management Practices for Bridge Demolition and Removal. This activity will involve removal of the bridge deck, wing wall abutment/pilings and timber pilings. A silt fence and/or turbidity curtain will be placed around these structures (where necessary) to reduce sedimentation during construction activity. The bridge shall ::: J 'a Division 5, 2612 N. Duke Street, Durham, NC 27704 Phone: (919) 560-6081 Fax: (919) 560-3371 v II 1 ? - ) J ` \ 9 ?(? // ( l!fi (" t` ?\ ? ? \?? . ??.._ ~??. 300 .???.. (? ///,? • // `,\'? v. ^l ,?i? / ' ? ?? (/ ?? ?J'1??'1?/r l .?,; ?sO ?' .?- ? `mil \ Ill li• / ?/? ?, /?1?, \??'i elf .-?? 1 It .34 Vr- VA I Project Site. vz5°5l? o ?. Ix 1 \ 300 1 0 \? •,?, ? it \ `'?y .'o IT. \ ?i moo:. ?? <? :1 'ZIR r,5>72 ? Project Site acement of Bridge No. 29 on Z 1208 in Warren County r JSGS Topographic Map Figure 1 1" = 2000' ?? I I I , I 1 I I r 1 I I - ? I I I I I gi I I I I 1 I I I I I I I I I I Ia I I -? I I -I I ?L I I I _ I I I ? ' ? -.. sl I I H33do HIDVS C 1 I I ?? Q I I a H C t U ? a ? U^^ U N t Z r I - .Lj c s W W J H 8 'S I 8 I $8 b? .l -8 L C4 I I I I 8 Ml I.. R? ° 8 $ $ 9 a St O ? O ^ U c ? ? ?U o o d N i t a) O0 G -d oo ° : o II . Cie) a 2 be removed by sawing and/or non-shattering methods such that debris will not fall into waters of the United States. Bridge Replacement The proposed structure is a three-span cored slab bridge over Smith Creek. End bents 1 and 2 will be driven and bents 1 and 2 will be drilled (Figure 2). Class II rip rap will also be placed along the wing walls (of the existing bridge that will be removed) and along the banks of Smith Creek. This rip rap will catch and filter runoff from the project and stabilize the creek bank. Approximately 34 feet of rip rap will be placed along the north stream bank and approximately 33 feet of rip rap will be placed along the south stream bank. Additionally, the project will impact <0.01 acre fill in surface water and <0.01 acre fill in wetlands. Please note that the wetland impact is restricted to the placement of rip rap along the existing western win wall that will be removed) on the north side of Smith Creek and at the base of the side slope along SR 1208 The placement of rip ran will oWy be used to stabilize the area adjacent to the existing will wall that will be removed and at the base of the side slope along SR 1208 for stabilization purposes only The wetland is described as Palustrine, Emergent, Non-persistent with a saturated water regime. Wetland delineations were conducted using the field delineation method outlined in the 1987 Corps of Engineers Wetland Delineation Manual (Environmental Laboratory, 1987). U.S. Army Corps of Engineers (USACE) Wetland Data Forms and a North Carolina Division of Water Quality (DWQ) Wetland Rating Form are attached to this application. The wetland has a DWQ rating of 50. Waters of the U.S. Mitigation Avoidance: All wetlands or surface waters not affected by the project will be protected from unnecessary encroachment. No staging of construction equipment or storage of construction supplies will be allowed in or near wetlands or surface waters. The bridge shall be removed by sawing and/or non-shattering methods such that debris will not fall into waters of the United States. Minimization: Strict enforcement or sedimentation and erosion control by Best Management Practices for the protection of wetlands and surface waters will be enforced during project construction. Continued coordination will occur with maintenance forces and the Environmental Officer during construction to minimize impacts to waters or the United States. The Division Environmental Officer will consult with the contractor during construction to continue the minimization of Class II rip rap in waters of the United States at the project. Compensatory Mitigation: Construction of the project will result in only minimal impacts to waters of the United States. Impacts have been minimized to the fullest extent possible during the design process. Due to minimal impacts, compensatory mitigation for impacts to waters of the U.S. will not be provided for this project. Historical Compliance Historic compliance work to be scheduled and concurrence with Historic Preservation Office will be obtained if required. Protected Species dwarf wedgemussel --Biological Conclusion: No Effect Tar spinymussel- Biological Conclusion: No Effect NCDOT Division Environmental Officer Chris Murray and NCDOT Biologist Sharon Snider visited the site on May 1, 2002. Smith Creek at the project study area does not provide suitable habitat for the Tar spinymussel and dwarf wedgemussel. A review of the NHP rare and unique habitat database did not reveal the presence of these species within 1.6 km (1.0 mi) of the project study area. Impacts to these federally protected species will not occur from project construction. Summary NCDOT proposes to replace Bridge No. 29 on SR 1208 in Warren County. The proposed replacement structure is a three-span cored slab bridge. Approximately 34 feet of rip rap will be placed along the north stream bank and approximately 33 feet of rip rap will be placed along the south stream bank. Additionally, the project will impact <0.01 acre fill in surface water and <0.01 acre fill in wetlands. The NCDOT asks that the construction of this project be authorized under a Department of the Army Section 404 Nationwide Permit No. 3 and North Carolina Department of Environment and Natural Resources-Division of Water Quality Section 401 Water Quality Certification (WQC) No. 3376. The NCDOT will adhere to all applicable Section 404 NWP and Section 401 WQC conditions. A pre-construction notification is attached with this request. If you have any questions or need additional information, please contact me at (919) 560-6081. Sincerely, Christopher A. Murray, P.W.S. Environmental Officer cc: Mr. John Dorney, NCDWQ, Raleigh Mr. Dallie Bagwell, NCDOT Bridge Superintendent, Raleigh DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: -9 29 ?. 5 Q 12 ,:?, Date: :3• t , 2 Applicant/Owner: A) C- 3:) o1? County: t.,?rr Investigator: State: ly Do Normal Circumstances exist on the site? Yes N Community ID: S? 4C. Is the site significantly disturbed (Atypical Situation)? es a Transept ID: t )e+??ti9 Is the area a potential Problem Area? Yes Plot ID: (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. ?ar2?c ?n 9. rr rn 2. unt. ?? 2 'Y Ls _FL ACwa^ 10. 3• SR oc.,'? ca... e n 1 - YRc?a' 11. 4._ c4j-, li C, 12. 5. 13. 6. 14. 7. 15. 8. 16. Percent of Dominant Species that ara.O8L, FACW or FAC CO 019 (excluding FAC-). 0 Remarks: 5p-2.CaeS 0- HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: _ Stream, Lake, or ride Gauge Primary Indicators: _ Aerial Photographs _ Inundated Other -/No Rec_orded Data Available ::/Saturated in Upper 12 Inches _ Water Marks -/Drift Lines Sediment Deposits Field Observations: _ 6rainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: (in.) _ Oxidized Root Channels in Upper.12 Inches _ Water-Stained Leaves Depth to Free Water in Pit: (in.) _ Local Soil Survey Data _ FAC-Neutral Test Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Remarks: \ p t -eQ SOILS Map Unit Name (Series and Phase): Drainage Class: Field Observations Taxonomy (Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. V'4{ (o"?26 ( cAO--t?o %-C, t{-i21- ??`i `?t2blZ 5-t2S I Sorg- i ? i Hydric Soil Indicators: Histosoi _ Concretions j Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils i _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List ' ?Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) Remarks: !-1,'V. S a',` ?S PreSR.t f- C' f- S-; WETLAND DETERMINATION Hydrophytic Vegetation Present? No (Circle) Wetland Hydrology Present? No Hydric Soils Present? - 9 No Is this Sampling Point Within a Wetland? Remarks: (Circle) Zes No All c.-slam„ Q-,,^e-k S cr-P-- . e f qf- s1 je DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Site: , Z`t ? .. S fZ Z `3 Date: Y- I o ? Applicant/Owner: k L_Z) o) County: Investigator: C. PA--, r r State: .N C_ Do Normal Circumstances exist on the site? No t Community ID: 5 Is the site significantly disturbed (Atypical Situation)7 s o Transect ID: 1, let Is the area a potential Problem Area? Yes Plot ID: (if needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. LD n, Cep A. ? FAC " 9. 2. 9-0S 10. 4. FAC 12. 5.0G-r.1 a tJr-t.?Eo'S c? yPC- 13. 6. 01 ^-,,) 0,04-20. C CxA C, it C-1 14. 7.Sa--?jvcuS ca?AQe?s.s FRcw? 15. 8. ?. n o t y c..? .? h_ l Ci 1 S. Percent of Dominant Species that are.OBL, FACW or FAC (excluding FAC-). (cam Remarks: Qc-e.-?.lc-•ce ??- V0, ? p l?C?r L S,? e c ? eS ct ?' S i {-? HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: _ Stream, Lake, or Tide Gauge Primary Indicators: Aerial Photographs _ Inundated _ Other -Saturated in Upper 12 Inches _ No Recorded Data Available _ Water Marks Drift Lines _ _ Sediment Deposits Field Observations: _ Drainage Patterns in Wetlands Secondary Indicators (2 or more required): Depth of Surface Water: (in.) Oxidized Root Channels in Upper.12 Inches Water-Stained Leaves Depth to Free Water in Pit: (in.) _ Local Soil Survey Data _ FAC-Neutral Test Depth to Saturated Soil: (in.) _ Other (Explain in Remarks) Remarks: \\ p ^ SOILS Map Unit Name (Series and Phase): Drainage Class: Feld Observations Taxonomy (Subgroup): Confirm Mapped Type? Yes No Profile Description: Depth Matrix Color Mottle Colors Mottle Texture, Concretions, inc oist) (Munsell Moist) es Horizon (Munsell Abundance/Contrast Str cture. etc. h M u Hydric Soil Indicators: _ Histosol _ Concretions _ Histic Epipedon _ High Organic Content in Surface Layer in Sandy Soils _ Sulfidic Odor _ Organic Streaking in Sandy Soils _ Aquic Moisture Regime _ Listed on Local Hydric Soils List _ Reducing Conditions _ Listed on National Hydric Soils List Gleyed or Low-Chroma Colors _ Other (Explain in Remarks) Remarks: N v^ -c c, F s, WETLAND DETERMINATION Hydrophytic Vegetation Present? (!?j) No (Circle) (Circle) Wetland Hydrology Present? Yes Hydric Soils Present? Yes o Is this Sampling Point Within a Wetland? Yes rlqlo? Remarks: N v n - w r.? `a.,,9 . a ? ? ? a ? ?+^c.?cr? ?t ? ?1 n'i"- ? f>!Yt-,?- ??- 5• ? ? Approved by H / WETLAND RATING WORKSHEET Fourth Version Project Name: vn i? 1 Nearest road: 5-4 2 `' a County: Wetlandarea: -L acres Wetland width: feet Name of evaluator: e . M_s r r- -?--, Date: S . o Z Wetland location on pond or lake on perennial stream on intermittent stream within interstream divide other: Soil series predominantly organic Aumus, muck, or peat) predominantly mineral (non-sandy) predominantly sandy Hydraulic factors _ steep topography ditched or channelized - total riparian wetland width > 100 f1 Adjacent land use (within 1/: mile upstream, upslope, or radius) forested/natural vegetation `f S agriculture, urban/suburban 5-Clo impervious surface S % Dominant vegetation 1) T- ?w5 c ?-I .Aos_ 2) ?-C 4-lc 5 D. 3) ;4gAi-efi r..?`in lll?LCi Flooding and wetness semipermanently to permanently flooded or inundated or 5wt- cq k seasonally flooded or inundated intermittently flooded or temporary surface water no evidence of flooding or surface water Wetland type (select one) Bottomland hardwood forest Pine savanna Headwater forest Freshwater marsh Swamp forest Bog/fen Wet flat Ephemeral wetland Pocosin Carolina Bay Bog forest Other *The rating system cannot be applied to salt or brackish marshes or stream channels. ................. ...................... ..... ............ ..................... ............................._...................................................................................................................................................... R Water Storage Z x 4.00 = $ A Bank/Shoreline Stabilization x 4.00 = 12- T Pollutant Removal 3 x 5.00 = K_ Total Score I Wildlife Habitat 3 x 2.00 = 6- S N Aquatic Life x 4.00 = S G Recreation and Education x 1.00 = 'Add 1 point if in sensitive watershed and >10% nonpoint disturbance within'/2 mile radius. ILL- OF.w V3 A TAR O QG Pre-Construction Notification (PCN) Application Form For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401 General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules This form is to be used for projects qualifying for any of the U. S. Army Corps of Engineers' (USACE) Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's (DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401 Water Quality Certification. The USACE Individual Permit application form is available online at ham://www.saw.usace.army.miI/wetlands/Perm app.htm. The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide, Regional or General permits, and to determine which permit applies to your project, please go to the USACE website at http://www.saw.usace.army.miI/wetlands/re?ltour.htm, or contact one of the field offices listed at the end of this application. The website also lists the responsible project manager for each county in North Carolina and provides additional information regarding the identification and regulation of wetlands and waters of the U. S. The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant which 401 Certification will apply until the 404 Permit type has been determined by thL-USACE. Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The applicant is also advised to read the full text of the General Certification (GC) matching the specific 404 Permit requested. In some cases, written approval for some General Certifications is not required, provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should contact DWQ's Central Office in Raleigh at (919) 733-1786. Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC regional coordinator (listed by county on the last page of this application). Page 1 of 11 CAMI A Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on the last page of this application) the applicant should also contact the North Carolina Division of Coastal Management (DCM) at (919) 733-2293. DCM will determine whether or not the project involves a designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate the 404/401 Permits. USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms, photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this application). Upon receipt of an application, the USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant to address information needs for all USACE Nationwide, Regional or General permits, as well as information required for State authorizations, certifications, and coordination. Fully providing the information requested on this form will result in a complete application for any of the USACE Nationwide, Regional or General permits. To review the minimum amount of information that must be provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893 (March 9, 2000), available at http://www.sa,,,v.usace.army.mil/wetlands/nwpfinalFedRe.a,.pdf. Processing times vary by permit and begin once the application has been determined to be complete. Please contact the appropriate regulatory field office for specific answers to permit processing periods. 401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401 Certification, then a non-refundable application fee is required. In brief, if project impacts include less than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is required. A check made out to the North Carolina Division of Water Quality, with the specific name of the project or applicant identified, should be stapled to the front of the application package. For more information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetiands/fees.html. The fee must be attached with the application unless the applicant is a federal agency in which case the check may be issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules, the application fee does not apply, and the applicant should clearly state (in a cover letter)-that only Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional requested information, or denial. Page 2 of 11 Office Use Only: O n 1 o O ? orm Version April 2001 USACE Action ID No. DWQ No. G If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than leaving the space blank. 1. Processing Check all of the approval(s) requested for this project: ® Section 404 Permit ? Section 10 Permit ? 401 Water Quality Certification ? Riparian or Watershed Buffer Rules 2. Nationwide, Regional or General Permit Number(s) Requested: NWP 3 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: 4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for mitigation of impacts (see section VIII - Mitigation), check here: ? II. Applicant Information Owner/Applicant Information Name: NCDOT/Christopher A. Murray Mailing Address: 2612 N. Duke Street Durham NC 27704 Telephone Number: (919) 560-6081 Fax Number: (919) 560-3371 E-mail Address: cmurray@dot.state.nc.us 2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Company Affiliation: Mailing Address: Telephone Number: Fax Number: E-mail Address: III. 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 Page 3 of 11 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: Bridge No. 29 over Smith Creek on SR 1208 in Warren County 2. T.I.P. Project Number (NCDOT Only): Work Order No. 6.503461 3. Property Identification Number (Tax PIN): 4. Location County: Warren Nearest Town: Oine Subdivision name (include phase/lot number): Directions to site (include road numbers, landmarks, etc.):_ From I-85 northbound, take Exit No. 229 (Dine Exit) and turn left and travel north east on SR 1210, turn left and travel north on SR 1208 to project limits. 5. Site coordinates, if available (UTM or Lat/Long): 17 747166E 4045564N UTM (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: Site is surrounded by wooded land. 7. Property size (acres): Project footprint is 420 feet long; and has a right of way of 60 feet. Property size is approximately 0.58 acre. 8. Nearest body of water (stream/river/sound/ocean/lake): Smith Creek 9. River Basin: Roanoke River (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/.) 10. Describe the purpose of the proposed work: Replacement of Bridge No. 29 over Smith Creek on SR 1208 in Warren County. The replacement structure is a 1 (cry 40', 1 (cam 50' and 1 @ 40' cored slab bridge. 11. List the type of equipment to be used to construct the project: Excavator, crane_ backhoe and bulldozer. 12. Describe the land use in the vicinity of this project: Site is surrounded by wooded land. Page 4 of 11 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. No previous project jurisdictional determination or permit history associated with site. V. Future Project Plans Are any additional permit requests anticipated for this project in the future? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application: None anticipated. VI. Proposed Impacts to Waters of the United States/Waters of the State It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. The applicant must also provide justification for these impacts in Section VII below. All proposed impacts, permanent and temporary, must be listed herein, and must be clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. 1. Wetland Impacts Wetland Impact Area of Located within Distance to _ Site Number Type of Impact* Impact 100 year Floodplain** Nearest Stream Type of Wetland*** indicate on ma acres (es/no linear feet Site 1 Fill <0.01 Yes Adjacent Emergent * List each impact separately and identify temporary impacts, hnpacts include, but are not limited to: mechanized clearing, grading, till, excavation, flooding, ditching/dramage, 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%Nw.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: <0.01 acre in the project study area Total area of wetland impact proposed: <0.01 acre Page 5 of 11 2. Stream Impacts, including all intermittent and perennial streams Stream Impact Site Number (indicate on ?) Type of Impact* Length of Impact (linear feet) Stream Name** Average Width of Stream Before Impact Perennial or Intermittent? (please specify) Site 1 Rip rap placed along streambank 34 ft north bank 33 ft south bank Smith Creek 46 feet Perennial 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 wail, 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 tixAiw.usF,,s.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., uww-topozonexom, Nv%NA v.mapquest.com, etc.). Cumulative impacts (linear distance in feet) to all streams on site: 34 feet permanent fill along north stream bank for stabilization and 33 feet of permanent fill on south stream bank for stabilization. 3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water of the U. S. Open Water Impact Area of Name Wate Type of Waterbody Site Number Type of Impact* Impact e) (if applicable) (lake, pond, estuary, sound, (indicate on ma acres bay, ocean, etc.) Site 1 Fill <0.01 Smith Creek Perennial Stream * List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging, flooding, drainage, bulkheads, etc. 4. 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.): Size of watershed draining to pond: Expected pond surface area: Page 6 of 11 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 bridge is structurally deficient and must be replaced. All wetlands and surface waters not affected by construction will be protected from unnecessau encroachment. No staging of construction equipment or storage of construction supplies will be allowed in or near wetlands or surface waters. Sedimentation and erosion control Best Management Practices and Best Management Practices for Bridge Demolition and Removal will be enforced during project construction. The bridge shall be removed such that debris will not fall into waters of the United States during demolition. Continued coordination will occur with the contractor and the Environmental Officer during construction to minimize impacts to waters of the United States The design of the project has reduced the footprint of the project as much as possible to allow for only the amount of fill necessary to safely complete the project. 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 replacwg_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 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/strmgide. htmi. 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 Page 7 of 11 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. Not Applicable. 2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that you would like to pay into the NCWRP. Please note that payment into the NCWRP must be reviewed and approved before it can be used to satisfy mitigation requirements. Applicants will be notified early in the review process by the 401/Wetlands Unit if payment into the NCWRP is available as an option. For additional information regarding the application process for the NCWRP, check the NCWRP website at http://h2o.enr.state.nc.u5lNi /index.htn,. 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): N/A Amount of buffer mitigation requested (square feet): N/A Amount of Riparian wetland mitigation requested (acres): N/A Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A 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 ® -1 If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ? No ? X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Page 8 of 11 Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify )? Yes ? No ® If you answered "yes", provide the following information: Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* uarpact feet) Multiplier Required 1 3 2 1.5 Total * Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an additional 20 feet from the edge of Zone 1. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0260. Not Applicable Xl. 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. Existing: 0.17 acre impervious surface of 0.58 acre total vroiect size._ Proposed: 0.26 acre impervious surface of 0.58 acre total project size. Best Management Practices and other erosion control measures will be placed in a manner to preclude sediment from leaving the site. All temporarily disturbed areas will berreve etg ated immediately after construction. XH. Sewage Disposal (DWQ Only) Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. The project will not generate wastewater. XDL Violations (DWQ Only) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes ? No Page 9 of 11 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). ?L (!?- ---:zc C• L(• v Z Applicant/Agent's Signature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) US Army Corps Of Engineers Field Offices and County Coverage Asheville Regulatory Field Office Alexander Cherokee Iredell Mitchell US Army Corps of Engineers Avery Clay Jackson Polk 151 Patton Avenue Buncombe Cleveland Lincoln Rowan Room 208 Burke Gaston Macon Rutherford Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley Telephone: (828) 2714854 Caldwell Haywood McDowell Swain Fax: (828) 271-4858 Catawba Henderson Mecklenburg Transylvania Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes 6508 Falls of the Neuse Road Ashe Franklin Nash Surry Suite 120 Caswell Forsyth Northampton Vance Raleigh, NC 27615 Chatham Granville Orange Wake Telephone: (919) 876-8441 Davidson Guilford Person Warren Fax: (919) 876-5283 Davie Halifax Randolph Wilkes Washington Regulatory Field Office Beaufort Currituck Jones US Army Corps Of Engineers Bertie Dare Lenoir Post Office Box 1000 Camden Gates Martin Washington, NC 27889-1000 Carteret* Green Pamlico Telephone: (252) 975-1616 Chowan Hertford Pasquotank Fax: (252) 975-1399 Craven Hyde Perquimans Wilmington Regulatory Field Office Anson Duplin Onslow US Army Corps Of Engineers Bladen Harnett Pender Post Office Box 1890 Brunswick Hoke Richmond Wilmington, NC 28402-1890 Carteret Montgomery Robeson Telephone: (910) 251-4511 Columbus Moore Sampson Fax: (910) 251-4025 Cumberland New Hanover Scotland Pitt Tyrrell Washington Wayne Union Watauga Yancey Wilson Yadkin *Croatan National Forest Only Page 10 of 11 US Fis US Fish and Wildlife Service Raleigh Field Office Post Office Box 33726 Raleigh, NC 27636-3726 Telephone: (919) 856-4520 h and Wildlife Service / National N US Fish and Wildlife Service Asheville Field Office 160 Zillicoa Street Asheville, NC 28801 Telephone: (828) 665-1195 [arine Fisheries Service National Marine Fisheries Service Habitat Conservation Division Pivers Island Beaufort, NC 28516 Telephone: (252) 728-5090 North Carolina State Agencies Division of Water Quality 401 Wetlands Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Telephone: (919) 733-1786 Fax: (919) 733-9959 Division of Water Quality Wetlands Restoration Program 1619 Mail Service Center Raleigh, NC 27699-1619 Telephone: (919) 733-5208 Fax: (919) 733-5321 CAMA and NC Coastal Counties State Historic Preservation Office Department Of Cultural Resources 4617 Mail Service Center Raleigh, NC 27699-4617 Telephone: (919) 733-4763 Fax: (919) 715-2671 Division of Coastal Management Beaufort Chowan Hertford Pasquotank 1638 Mail Service Center Bertie Craven Hyde Pender Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans Telephone: (919) 733-2293 Camden Dare Onslow Tyrrell Fax: (919) 733-1495 Carteret Gates Pamlico Washington NCWRC and NC Trout Counties Western Piedmont Region Coordinator Alleghany Caldwell Watauga 3855 Idlewild Road Ashe Mitchell Wilkes Kernersville, NC 27284-9180 Avery Stokes Telephone: (336) 769-9453 Burke Surry Mountain Region Coordinator Buncombe Henderson Polk 20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford Waynesville, NC 28786 Clay Macon Swain Telephone: (828) 452-2546 Graham Madison Transylvania Fax: (828) 506-1754 Haywood McDowell Yancey Page 11 of 11