Loading...
HomeMy WebLinkAbout20081642 Ver 1_401 Application_20081008amec19 October 27, 2008 Ashville Regulatory Field Office U S Army Corps of Engineers 151 Patton Avenue Rom 208 O Asheville, North Carolina 28801-5006 8 16 4 2 DRE: Pre-Construction Notification Form O C T 3 0 2008 CSX Transportation, Inc. Embankment Repair Project DENR-WATER QUALITY Mile Post SF-329.6 Charlotte Sub WETLpWDSMI)STORMWATERBRANCH Mecklenburg County, North Carolina Dear Sir On behalf of CSX Transportation, Inc, AMEC Earth & Environmental, Inc (AMEC) is submitting the enclosed pre-construction notification (PCN) for the above-referenced project The project requires the relocation of 135 feet of stream, as current stream conditions threaten future stability of the railroad embankment It is anticipated that this project is covered under the U S Army Corps of Engineers' Nationwide Permit (NWP) 14 If needed, we will be happy to meet with you and/or the State to discuss the specifics of the project If you have any questions, or would like additional information, please contact Mary Motte Fikri or Nathaniel Landsperger (AMEC Earth & Environmental, Inc ) at (615) 333-0630 Sincerely, Mary Motte Fikri Natural Resources Specialist Enclosures Nathaniel Landsperger, El Staff Professional cc Mr Clyde A Gray Jr - CSX Transportation, Inc, 1610 Forest Ave , Suite 120, Richmond, VA 23229 North Carolina Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 AMEC Earth & Environmental, Inc 3800 Ezell Road, Ste 100 Nashville, TN USA 37211 Tel (615) 333-0630 Fax (615) 781-0655 www amec corn Office Use Only: Form Version March 08 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" ) 1. Processing Check all of the approval(s) requested for this project X Section 404 Permit ? Riparian or Watershed Buffer Rules ? Section 10 Permit ? Isolated Wetland Permit from DWQ X 401 Water Quality Certification ? Express 401 Water Quality Certification 2 Nationwide, Regional or General Permit Number(s) Requested 14 (Linear Transportation Projects) 3 If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here ? 4 If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here ? 5 If your project is located in any of North Carolina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check her p ? [E V II. Applicant Information O CT 3 0 2008 1 Owner/Applicant Information DEW - WATER QU4" Name Clyde A Gray Jr , CSX Transportation, Inc WETLANDS AND STORMWATER gICH Mailing Address 1610 Forest Ave , Suite 120 Richmond VA 23229 Telephone Number (804) 226-7753 Fax Number (804) 226-7759 E-mail Address Clyde Gray@csx com 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 Nathaniel Landsperger Company Affiliation AMEC Earth & Environmental, Inc Mailing Address 3800 Ezell Road, Suite 100 Nashville TN 37211 Telephone Number 615-333-0630 Fax Number 615-781-0655 E-mail Address robin hagerty@amec com Page 5 of 13 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 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 Project photographs are provided as Attachment 1, project plans are provided as Attachment 2, and a site vicinity map is provided as Attachment 3 1 Name of project CSXT Embankment Repair Milepost SF-329 6 Charlotte Sub 2 T I P Project Number or State Project Number (NCDOT Only) NA 3 Property Identification Number (Tax PIN) NA 4 Location County Mecklenberg Nearest Town Charlotte Subdivision name (include phase/lot number) NA Directions to site (include road numbers, landmarks, etc ) CSXT Mile Post SF-329 6 Charlotte Sub Stream is Belmont Branch tributary to Little Sugar Creek in Mecklenberg Co Nearest intersection is Belmont Ave and N Myers St N Myers St dead ends at the site 5 Site coordinates (Lat/Long or decimal degrees) 35 2286N, 80 8254W (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 Property size (acres) Project area within railroad Right-of-Way Prolect Area < 1 acre 7 Name of nearest receiving body of water Belmont Branch to Little Sugar Creek 8 River Basin Catawba (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 13 9 Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application Railroad embankment is exhibiting evidence of erosion and instability Current bank is partially vegetated, but it is bare in areas due to slumping and erosion Stream at bottom of bank is scouring into the toe of the railroad fill creating a 10-12' high arp Track level is approximately 40' above the stream The immediate area is located adjacent to a " er?y" within a surrounding urbanized area Much of the surrounding area has undergone significant disturbance and Belmont Branch (at foot of embankment) has been impacted by the illegal dumping of construction debris Photographs of project area are provided in Attachment 1 10 Describe the overall project in detail, including the type of equipment to be used Construction of shot-rock buttress along portion of failed slope and along scoured embankment Toe of proposed buttress will be in existing stream Stream will be shifted northward along a distance of 135-feet to allow for buttress construction Toe of buttress and railroad side bank of existing stream will be protected with Class 2 riprap Remainder of proposed stream will be protected with Class B nprap A temporary stream crossing will be required also Equipment should include bulldozer, large excavator, front-end loader and dump trucks Proposed sequence of work 1) Install appropnate ESC and SWPPP measures 2) Excavate proposed channel dry 3) Line channel with filter fabric and appropriate ripop 4) Install temporary stream crossing(s) 5) Divert flow 6) Install shot-rock buttress along railroad slope 7) Restore site Project plans are provided in Attachment 2 11 Explain the purpose of the proposed work The purpose of the proposed work is to stabilize the railroad roadbed and embankment for safety purposes and to prevent future erosion of the toe of the railroad embankment 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 None V. Future Project Plans Are any future permit requests anticipated for this projects If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application CSXT has no additional work planned at this time Page 7 of 13 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 nprap dissipater pads) Be sure to indicate if an impact is temporary All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems Wetland and stream evaluation and delineation forms should be included as appropriate Photographs may be included at the applicant's discretion If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below If additional space is needed for listing or description, please attach a separate sheet 1 Provide a written description of the proposed impacts CSXT proposes to relocate/realign approximately 135 feet of stream in order to stabilize the adjacent railroad embankment 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 floodmL Wetland Impact Site Number (indicate on map) Type of Impact Type of Wetland (e g , forested, marsh, herbaceous, bog, etc) Located within 100-year Floodplam ( es/no) Distance to Nearest Stream (linear feet) Area of Impact (acres) Total Wetland Impact (acres) 0 3 List the total acreage (estimated) of all existing wetlands on the property 4 Individually list all intermittent and perennial stream impacts Be sure to identify temporary impacts Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e g, cement walls, np-rap, crib walls, gabions, etc ), excavation, ditching/straightening, etc If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included To calculate acreage, multiply length X width, then divide by 43,560 Page 8 of 13 Stream Impact Number (indicate on ma) Stream Name Type of Impact Perennial or Intermittent9 Average Stream Width Before Impact Impact Length (linear feet) Area of Impact (acres) 1 Belmont Branch Relocation Perennial 15 135 0 05 Total Stream Impact (by length and acreage) 135 0 OS 5 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 Site Number (indicate on ma) Name of Waterbody (if applicable) Type of Impact Type of Waterbody (lake, pond, estuary, sound, bay, ocean, etc) Area of Impact (acres) Total Open Water Impact (acres) 0 6 List the cumulative impact to all Waters of the U S resultm2 from the moiect Stream Impact (acres) 0 05 Wetland Impact (acres) 0 Open Water Impact (acres) 0 Total Impact to Waters of the U S (acres) 0 05 Total Stream Impact (linear feet) 135 7 Isolated Waters Do any isolated waters exist on the property? ? Yes X 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 8 Pond Creation - Not Applicable 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) Page 9 of 13 Proposed use or purpose of pond (e g , livestock watering, 1mgation, 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 protect 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 CSXT plans to relocate the minimum length of stream necessary to stabilize the bank and adjacent railroad operations 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 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 nutigarion 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) Page 10 of 13 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 No mitigation is proposed 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 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-npanan wetland mitigation requested (acres) Amount of Coastal wetland mitigation requested (acres) IX. Environmental Documentation (required by DWQ) Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ? No X 2 If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation Yes ? No ? Not Applicable 3 If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter Yes ? No ? Not Applicable 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 Page 11 of 13 Regional Office may be included as appropriate Photographs may also be included at the applicant's discretion 1 Will the project impact protected riparian buffers identified within 15A NCAC 2B 0233 (Neuse), 15A NCAC 2B 0259 (Tar-Pamlico), 15A NCAC 02B 0243 (Catawba) 15A NCAC 2B 0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify V Yes ? No X 2 If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers I I Zone* Impact Multiplier Required (square feet) Mitigation 1 3 (2 for Catawba) 2 15 Total * Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel, Zone 2 extends an additional 20 feet from the edge of Zone 1 S 3 If buffer mitigation is required, please discuss what type of mitigation is proposed (1 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 Not Applicable 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 impervious surfaces are proposed 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 Not applicable XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules? Yes ? No X Page 12 of 13 FROM 10 27 2008 14 54/ST 14 54 P00l Is this an after-the-fact permit application? Yes ? No X XFV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result to additional development which could impact nearby downstream water quality? Yes ? No X If yes, picasc submit a qualitative or quantitative cumulative impact analysis in accordancc with the most recent North Carolina Division of Water Quality policy posted on our website at htt//h2o enr stntc nc iWnewetlands If no, please provide a short narrative description: The nroiect consists of moyin the stream over sliahdy- so_that the railroad cmbankmcn can lie stabilivcd adequately No impervious surfaces or additional development will occur ds a result 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). rrcnt sLrcam-izQndJtions threaten future to ili of railr ad cm ankment Hi h-intens' rai all v • thdt r u •e the Icvc f stream and incrcaw, rate f flaw may fcrrthcr tahilive tracks and create the oterttial for lar er slope failure tracks hein taken out of Service and/or possible derailment. Applicant/AgdVt's W*e Date (Agent's signature is valid y if an authorization letter from the applicant is provided.) Page 13 of 13 __? ;- ?? -?.` rw - _ -: -- ?'t- a.: - . ??? f _ ,vim' -?? ..- .`'„"? PHOTO 3: K SF-329.6 - Looking south toward slope failure (25 Sept 2008). 2008). r {j of scoured south stream bank adjacent to slope failure (25 Sept of rubble (concrete) along north stream bank (25 Sept 2008). ?t`? - f' Uve Search 0 J l4ECGmE ®_. ^e Ct?C[5 ? CCIEdic'E? ?, =-a _ =-,t ?. ^_CE idFc-cscit I =,ac'+ I Legal t:d -- ehmaste-s ^c-.eiCpe-s I He!- I Feedtac, Wg ; m ? n M Ch mD °? M O m ma zZ ?? z r w C b C o m m / 6 7[ 0 8z m 3 3 3 3 3 3 3 3 3 3 33 3 3- 3 3 :3 C m 33 3 3 33-3 33}??3-3-33 3 C Z ? o v m m z CO A A ? o? o o Z m O m O W m m r r 3 r X m z DD - 0 tt nn D B z mDO x v DCD y aof i D Do z?mc c v cn ;a -1m TO 1 v Zm A ° U) W Z p m zm o ?? ? Or ° m o m ? C mDC? o m n < ol z co --I D z OD 0 Z ° m zv i my m O n m r 0 m n X O yO- m p T C r O Z 0 Cl) c O m ? ;o ? z m X 09cn ?CU) O a m - I r-Tm r ? m ZZ G) 0 N n n r _ Z n I 0 Z D ? m ? 0cn nmm ?- - O oc? ?- Z room Cl) z9Z D< O z m O < v o z c O o o p b iv I -I D W9 z o Ng m 0 m ?w n ?Am ?c cn ? C o S?o m? m O \ z c Z \ ° m m ? ? m a C C _ m; b > D O? 3 ? m DZ n m x Om ) 4 Z Zn T z? z 0 ` X vC C O 0 3 ZCD pD Z m x $Z ) ?o ?c m ?p yam A m ?Z DZ D Z m T m m m T D C) O m o c Cr / o cn D m m m W < Z m c m nT m 1 n / X T / 0 X X - r ="a D O O / 0--l (j) S ;u- -P mu O N-I Z CO O -I m0r- 0 VJ " 0 Z O>m r VJ 1 zv co MA o m _ D O D ;a ,cn OC cn 0 1 D Z Cn m zvz >< 0 D - I o r- O Z m Z I D m O m m v ' i c `m 0) Z z O I N rn Z w WO m j?3 n b N O W A p j G i m m \ Zn w e 3 W Z wS DD 9 o Qo Z .Z m vD m 0 a, < Zz m; ? ? m <m D D m 0 r- r CD r r :3 CM0 2 m mcn ti D Z 10 m G) pm z Q) T cc z m z ? o v Z _? m ZD Z cnG) C00 c m / n m m my O m m m U) Z / p < < 0 i+ n / o 00 Z fn m < yr > m Fn (j) cn i m o-1 z / C D X ^ nV / 0 X 2-0r T on J 0 --? r T m O v Z DAD 7 n0C L r? m 0 zym O (J) ---I Z ?r"-D 1 1 ?+ O 0 _oco oco? Cl) o m 0Cr W Z room `J I cn zvz D< ^^ 05 0 _ I 0 D - z m0 Z 1 mm m z v Z CO T W ?0 j?3 W 6 " D K WW m ?o ?m ^ 3 3 3 3 3 3- 3 3 3 3 3 - 3 3- 3- 3- 3 n m Cn w y w c wm w _ 90 ° w o 3 - 3- 3- 3 -3-3- 3- 3- 3 3 3- 3- 3- 3 o z T? m x? 0 z .. ?m < V ry D //^? VJ ?= O N 0 N? 3 0 m cu z 0 O z o -n cn o = ro O c r r C) m 0 3 ? m m ° m D r x c X m orD '- o W m = D zm m x m 0 0 L G) ? Z 0 o < j DO D 0 p 0 m a) < < Z 1+ I c, m l? I =i m A X O ? 0 0 ?' Z r D CA 0 ` T D >?o m U) m ?grmm w Z F O ??D O 0-0 F= Z ? ? . ' m _0 D 0 Po> ;o D n 1- i rD > D =OVi Im ma)-nz m Z X D mWn °>? Z r C? DD O O m < OCcn 0cCD r r X;7 D O Ozz z=z r- co m Zo? ?? y°zccn o cn -1 -0 ?_° DF ; C&5 Z m i= U Vi=m n Zm ;o m D 0 m? M m 0 03 ? Z 0 ? m r m 0 > ^ ^ D m m 0 c w ? zFn? iu 0 m O D+ m < v <nZ DO Z 0 0 i m Z (D z :" z m O z- O X m r, 0) co o i;3 C cn D D N z OD m W K o N m m \ O'^ l/ z: m -n o O TT N C/) Z mom \ > cn W Z ? D O \ r w Qo D >T oD O O o \ O O Td m C z V! z? Z Ooo z << < O C/) Fn m \=m O ?^ > D °?° t=ip 3 ;VTJ Co m \ T Oil' 1 mv) X ?m \ O? VJ y z z D :j 0 G) Z z Y) 1 r O z i G) 3 m iz - o zU) o +^ O D C r IJ mzz z O r C? ?? o r -i C o z mz z O = 0 n m = 0 z n m < n g cnz (P:) C/) D O m m m m O D T J r r ca c o < j w?< Oy OTm ztn D Z ? n r Z m? m < < m m (J1 m ? ??? ? C7 _ (n D m _ -v ? 0 > (n 0 z ?2 71 m m ON„ I> O F m=C D m -0 0Dm o 1- ?rD D -?O(n D = cn O r- 0 -1 M r m 0 D ? m C / > 0 Z K 2z zz D< / m 55 / D z G) X v / z < / O A cn o m o CD r;? o O co / O O (D C) D 3 Ns mm 4 o X z m " Z z m -? O M m ° 4 z ? V7 =r ?wQ.i g iv o vO 3 3 3 M 3 3 3 3 0 3 ?-33 X 3- 3 3 X oZ A 'n 3 3 3 3 3 3 3 3 3 _I 3 3 3 3 3 < m P 0 Is (A ITI S co C D ?+ 3 prm o ?z (D o mcn = o w \ \ ? m ;D of y? D ti \\\ D D co 00 L c m 1 y c) c C 1) . Z z o w E `\ ;D co 'D r, (n zm- m ? Go 0 0 O ' -0 m m CD 0 m y ? mzz Z?mO Z; u o o O m m O S?cD DD CD mc ?, D A o MO f + ° a 1+ T o ?y oZ Cl) m gpD< z Fn m o 20y DZo? p < 0 o O j Z Im z? CSL? Cn;? Cl) D i W z z D J Mz3 KDCo 0 m < G o 0 m m O VZ ? 1 v A Om ?pp0D m Q _ ?m0C) Z c y 0- 0 vni M M v z M c = D K O O I M I fn Cl) CD ;u T m mmm 0 -n O v - i D nor X;a Z Q o? m CD -I Z ? , D =Ov m t0 Coco C V ? 01 0(TI ? (7? N I?rt?(p m rr Z D D N CD m O> MR c 0 z o p m?z 5r vim D- a zm Z? X 0 c D < -I Z Ill OCK room z -i p z? NN i oomn -q m ?> cn m C Zp D< X ?n A M G) ; MO ? m = D c nr m Z O 0 1 0 0 --4 ? ? S Z ?Z O On C7 O Z m =< oo -r -00 n vmM, ;o O T` ;o O' c -p zD 0 z z?a° n-O m Dai -I O Z zm m O Om p=? m Dc p Z A v o v I (D I y? cn Cl) 0 m O r m i =O CO z rn m z ° z uro O O ?m n p ?T Z c)? m° rn I Cl) CO) = p ? - z ?? m ZO rn I 1 ?' N C) v (nm CD 00 0 z -00 - 0 0 N m o m s m C7 m mom T. =r ?o TT11 o S?o /V o ,n 9 C: ? = m O Zc < Z V, m b j O D D ?n r CD CO q v' m l 0m z rn O m v (/?' Z Z O r ??r1 m ? ? ? 3 r-o ?p m Z o > 4 Z T? cn? Rm c 0 mmm X C: 0 mZ ?N K r) o? D m m z0 ffi Zr+ m ?Z pO o { O 020 c 1+ / ° t 0 P S S p D m m / m m / CO) 0 0o m D CDfn r- C/i q -T M >-0 0) O -1 ;0 c!i O O ;0 71 mo 0 Y L. O D y n Zx:t1 _ A0W -0 DN 00-0 (n Ohm aZ Nm;u 0) z w 4? J £ Z32 nor ? m ?Z MoD o wr ?N 32 II DO m n?? D y iOvi = -4 K=T (n ooo?? r Z r c??m Nom= ?u°, ?4 I m-Oiz m?m N?c Z > a Cl) y?m3 MO ? m )0 ?mx -_? Or-OCOZ D? m -?, Z SID- TAO Z T r r r Z 5 C) L1 Z w D<? -nom Om MOZ 0 Z Z OzD prj mOm r Cl)? n? ? X m O o ? --I O cn0 -n Z m o > T v I mn 0--j Dn z m p S O -n M 00 0 co I ZZ r? 0 -4 j?3 O b rn N T (0 -4 z ?g O m m C) 0?m mo ?+ y T D yr = N mo o 90 D v Z m ?0?^ z a :3 z < V, m / c "m L/) D bm O rU) m \ o m <z cn 0 D ^ z `J >O? m z D - z? m 1 c O rn Z z C0 pD m m ?z v x ? ? ? m O mz z 9° m a m z z m+ m x z n f m O o < 8m c O { { co ao ao z X / o m m m FF m O1 _ 0 0o m D ? c D U) 0Kcn --? m m -0 O m m ohm Cl) r cNO D z=?1 XrO ?0w m > N Cam-O O (n CO m cn I ?rP--D NMCMA z? ncnr yn-0 (n D p C7 =pm 3Q ; s mom =n0 m=om w - v 0 r Z r ym ccn I N m o0 ?i ?0 zccn cn0 D Cl) zcncn 9o pn ?cn= D •=._.i _I 0 m Ocam N+ 0M zT ?? p>Z Q n zvz Az N;a tnv n r? ?W ;u Z D<? ?m ?OZOJ JL ?A ?r Xm ??O aj :E c) CD 0 Z z No 02 0 ?3 m 4 y zD Or m om Cl) C? ZD z v? Im p G) _M 0X rg T ?m ?0 v map 0m Nz m o 1 "? o ?n 0--j ZO 4 `m m z =p ?m v0 z --I o 0, z co o N zz r co fn o ° O co T b 2 O W D D ;0 (n 2 ? w ° ;o m ? m v o-j X X O m 1 8 _ zz ° m Cl' p X G ? '000 mtn m m o ? ++ F C:) cn z z CD cn O? "`- =r °m 'o QO u0 - 3- 3 3 D m Z 3 3- $}-L3? 3 3 - 3 3 3 °m m ? m 3- 3- 3 - 3 --I- 3 3 3 3 3- 3 3 m cn ?9n rn 3 D 1+ Y r N 00 c m o r + c i) U, -n cC 'i DC: _0 ;v O?O rI GO m G) 0 ZG) a r- X n 00) P 0o (n m? =0r- 3 + ° 0c _?W ? O Z N 0o c zm2g co 0 Cn -0 - ? =mom 1O ?? v r r O Z M m m O -i I D ? - ch ? o z m o lmm Cl) vz O --1 O c) m < _ o m J? z ° 0 I m D z m ° m w j 0 m - - µ - 3 cn 0 cn < J--- ?^ C m G _ = o Z?TO m m z m T o m p m z DDCD n Zmmc r M m G 3 c CD VO) C" A W N ? oC D< m O C OC)-uCnTr-r- KCDZG) ? -i*D = -i cnn zo: w -1 ppzm ZRZ D?w p KT29m?)mmZZ?m A --4W 2 ?<0 I 0= 0 w ?Dr(?=%0XTp?? C y Sir mcOr I I a T2n?ZmZZ - gTommo r- T Ill >c)o m?zu-i C) 0m nwC00n m mz-a -?o m m 0 N-n ?pOp0D ? z z D r, r m=-mD?r D?XZK czn 0_m v O cn r coD In r ? moo ?Zm --j C 0 0 -i z cn r0?ZZC Z= m e Z O m OZDrn < 4 >0 ?O?Z?In? ?ZM0X0 2-o ?mnTm- m0m? (n_I (n O n ?rD Cl) = X O ? ? Z D ch ?.1 D Z 0rmn Z eons wmn=g-ibr D?cn r Z -q m nmCCl) O ?uX-oozn<Z0 _rOZmO c Z Z 0?m xz?rm- 000= <cnDZz O Z X< Zoz DF? - - T CAGE m? 0m ZOO ZM= =m 0 p m O Fn 0 a) o z v D (n ?v m O M Z m-n Z ci m K)M OX m ? mrn g CD - 0 m n Cl) -V mcl) 3 m rn 0=0 Mv0 D n 0 c o - ?D o np m p 2 ` pr m o ?m 1 o I 2 e M c p _ =m (1) = Oz Z o o I I p p --n -n CA i m GI o b n°\) CX m C? m m -n n N :2 a I _ _ M °o ?rn ri 00 m ma ?y C yWyy..?? m M 0 go n 91) Z m ° K ? < v '? 1 m ? Na 33 CD 3 Z O 0 N C7 m m _ I_ VJ T? N T cu M C - D m mM cf) ccl) -00 Zn D c im - V- 0 rZ0 Z Z 0T00 Z T Oct) X f O co n v m n n W DSO X m T 1W" D mnc Q ? m =0(n D M cn cam D<z z m O A 21 A < O a, m 0 IL -4 z O O) z O CO O cp j ? O W N O T N Y'n??? ?N m" ? nN.. v Fns °v OB -0 = m Z;o ira=UM, ;mcN? ?yD z Z? vz°iN o fj?a$ c Z co U) my?5 PAt?i Av0- 0 ??0 Oz 5 20 r HA .4 ti fd v ??vmcm I py ` Ao ,v N mv?m SC °oym m N N 05 Z a Ln n 0-0 N F O N$; v my FTh -{ N O m O OISE900 =P, °??o?o eg c: r= M 9 zm2 ym? Pii' °j5 °zs; ???NNy? e?g(7O m$ZZ NSA Orr..??yy??Z OR D ? O D 3 ZDmp oo4? cm yyDrmn Zy vTGmG 5§01j *0zo z RLgm N ?0'°£Nym+°i m??zm°RCZ CON 5 -?=8mI A m?NO?a- 3g = 0?°oFR m g..og-> 9°v s ?? m N ?D A2c P3 eNi mm ? m8m A< Cm v mr=z o oc mph r R. V° g o cl ? m 0 0, ff mg* ma mixc°i;co I-- E! NO!?NO ON m;C,Ram m;NZ m SCy?°v -z9?i?i S20 20 820-17/ AN:; y0 Z e _;?Ar? I;n Zy C2nxt vl y1m?18 ? m1- $m mo?ocm oDCm$=ai o ? ?tm 0p g q -H b a g Z Z Z Om ZO C, C ? = A Z g,.N slmg8sg g z o om Nmx z OR 0 01 0- 16 - C', 0 _ Qr m y m mA C, L O NA p=? N ? 0 p a o ?Z y° z; N$ Z ?8g tom No A m =°a god n N$ 8 Z 8 Z O A rN 2 y C Z ° Z O L Ay O8 i, Z z= o? Sm H- m_ ° NO; - dog ; ma9 ° A N mN m? o$N_oos- v im ` y9b <? ° pp z°A Z O; N .9 ' A r AZy A?p F ? O_ N 0-0 00? e= N Q Z 0, ? p??0 A Z o3C "'r O ?oz inz$ 1"?rn$ A c '00 ?? ° m° D Rai; m g A? m? m Z mmo A8 m °r N n Of°, m p A p p 0 a ?U? Q m xN c A N g? Z O A $ ?N m ? °0N V ° N 0 2 ? .o. Z- ?m _ z of _ 8p Zvi pp -2o o 8, ?m0 ? v m ~ o tj y A$m omm _8 m z q0 mz p mNV/ N 1^a om mOm - A A =° O N y m 5 °1=?N S cav og r?'g NS =Bv 'Z ego m m O A°8 c?Az ?c,g m N? 08m°g Z 3 Z -? m ° v.. F _m ?°vo S N .Tl 0 CA mZy ;s c, Z s O , y o.0 $ g O Z ? ° p Zy3g ° z `?I rO [; 6 o mO Z m A v 0 N O $ N „ Z ND? gs?8p°m 12. 0 mif r4 _n O O OZ N N mAp y; m m m m O Z ° q D m r= °° O M- S m y ; zm mA Z m m y -m/ N; O N N 101 O N ? y m$o $;,uc$ rcmci ?°O$°APz?? m^?? M=?Z W A Nov 8o M m nFm p m < -054119- om ego v Zm nyt° ?? ?c omcoZ czim?;m° ?° ?o?" yQv om? °vA ° 2? =A °O m?mzZA \° A°c? Sy< zc° c? -n z m o? ±m??S I, A O AA n OZO NmC Oy?yZm o F. pA O A$ m trymA omO F C CO ANm° ns ?ANm NN Kr' F [off CIIZ jg ym O? m fA NyO?Z DmA (rA?Z C I?Im?c" D? m O Sc ? O; NF O m? 'OOp OD r?RNnN 'n 1^? z°C ?Z? mO ?z'rz " c= i? m N 8czi zH$ 21 M.m ?moZ; ° m'Q p+y? SR $ A O N 5 m N Z Oi Zm?O Gmf O cmm? mo m FD j Inc ?t ?CVj A ?yy An Igo' R A° Z 00 9 $Z? - ; 6mp„{;y i 0ZO0A1 noNz sOO ?N LL"zz??_m° o"g z Cl pz? s?m? v$ Fs?ACO of oA Ap N C m Omm?;$ ?g m g0 NN$O1-A°t m Z .260 nV 1 0.428 1 t E) N z o* c F_?byFZs s gc m?tm cgjP-y 121$v? S£ Z° ''v N?m °?A? Z5? °F°? Z SyNK c= r-, g rN z-zl1?m? z? C?Afp/lsm$s F?ACm?^?., aSF FTL ?z mm Nm °D °O ?Z mOy y A v=i y=Z o ?N n0 °3y f0?1 T? S ONE DC, DA Cj?N.1J rN?D FN?? ;D FvoF Z o 8' 23 ;3 op .! g F??N O ZZ F. z k z ozz mom ?ggzmm o Sg5-F 01 ? FN zmz5v?i? czi ormr -010 ?Co vC"g? ya'=va ?? N im SO?m m??A= c Zm z c o Zi Q?g 19m ??~ D Z$?'??ipo $Fn-!a Fci y9 6 m C yNf? C Z TO ;.z '? 5 ->§m ac p o sF C v\ ?v°?oZ oz m; ~v ?v v E° m m?m Eg m onvzZ F s? v ?ZC ; p ?s cAc?n" (c? y C A zv F m p N A N 0 m x C° D o ; p Q N v mz m; z g yo ? mD m Oz v o z mo ?m?C Zm A m Zy9Zg ° z rm iom pp?A=rmcv? ? - °Nny'N ? Dz? 5 m N; v m Z Z F HN;° NO N y N z Z yo D Z 8 N N _ y R .0 n NO O f V Z O? ; Ty Z z m IN?1 N +1? Z o?O S ?O $ 8 S O ?St N m SOOA .r, $ z = cv rev ^t?m? O vy A = gmn m m?p z`°Y L ; Ty" xA om o ?AOeg gg= A Z fnZVC??? _ `?? s yN ? m a mm's-' `="p3 c Ford?- o °< a??gVy6F z o of $ N?' ?,o Ac (? yy - ?m C y 'J - O NO 8 N j Z° a Ca D O '12 Z° 2 m N n m 0 ON ? tA?t ?? Z$ NN> '0O mN+Ai mF to Z ? ? V g Z m m c s o ? C Z U 1 Z mS Nf? O o ; m c=i m ,? ? ? ? _._ Htg k \ cd r ?? is ?, ? ti• -??'» :..? -. . • ? tatr 1 _ J r 0 ? f 5 adlc-Tow16 i ? ? > r 1 , - Ell r S!• G t x .U ' •$' ' Site Location l ?' . f _ gE•? ? c MI woot?. 1 ` Q,,.. Jf; e V ,. ' R) "fir¦: .Ic Bel f edidb t ?. ? .. o y ?A r ? oc, `?- ? ? it HipA 526 -: ,? , \ ? L 7 w r ? , ;. 31 / ?. \ •) f ? ? `' :., er ' ra Ar R ?:? ? Gbaal dm t ? ' t i ; d ?+ ?? Ares CI ck SOURCE: US Geological Survey 7.5-minute topographic map of 1 inch= 2,357 feet the Charlotte East, North Carolina Quadrangle. Dated 1967, Photorevised 1988. AMEC Earth & Environmental = CLIENT CSX Transportation Inc. 3800 Ezell Road, Suite 100 o , Nashville, Tennessee 37211 ame PROJECT _.. _' DATUM DATE CSXT Embankment Repair MMF NA 10-14-08 Mile Post SF-329.6 CNI<D BY REV. NO PROJECT N0. Charlotte Sub 5-4699-0171 TITLE PPGJE•?'10N SCALE FIGURE h, -. SITE LOCATION MAP Not Determined NA ?o 0 m U sIC, o f6 z$ T? C C W O Y pc aE mw v X mrn ?U ?v c9 2 'o U) i mm ow 00 N ? c d v c O O ?a T Z o? N'0 N ? Z> o? a) o m0 ? U ? c 0 .6 Z ?o 0 0 N O O 1!7 0 o NC W p2j 7 N :Q m0 D