Loading...
HomeMy WebLinkAbout20140393 Ver 1_401 Application_20140414°*i e, •_frped i c3 COUNTY NCPS � 2 0 1 4 0 3 9 3 Metropolitan Sewerage District OF BUNCOMBE COUNTY, NORTH CAROLINA April 9, 2014 Attn: Tasha McCormick US Army Corp of Engineers Regional Field Office ad 1515 Patton Avenue, Room 208 p Asheville, NC 28801 -5006 Phone 828 - 271 -7980 Ext 226 Project: Shadowlawn Road Sanitary Sewer Rehabilitation Project MSD Project No 2007019 Location: Canie Creek between Norfolk- Southern Railway tracks and Appalachian Way (west Asheville NC) Applicant: Metropolitan Sewerage District of Buncombe County, NC Applicant's Address: 2028 Riverside Drive, Asheville, NC 28804 MSD General Manager: Thomas E Hartye phone. 828 - 254 -9646 email* THartye @msdbc org Project Engineer/ Manager: Fred Roger Watson, Project Engineer phone 828 - 225 -8290 cell 828-768-0203 Rwatson @msdbc.org MSD Is seeking a Nationwide 12 Permit for Its Shadowlawn Road Sanitary Sewer Rehabilation project This project Includes 6 stream crossings of Canie Creek This project is along Canie Creek and begins just north of the Norfolk- Southern Railway tracks and extends northwestward along the general alignment of Canie Creek for 2818 feet to Appalachian Way The total creekbed disturbance on this project Is anticipated to be approximately 75' The project Is for the replacement and rehabilitation of an existing sewer main along Canie Creek between the N -S Railway and Appalachian Way The existing sewer serves single family residential properties in this area. • Because of conflicts with existing homes and structures, the section of this project between PMH 1 and PMH 7 will be relocated This Is the section where Crossing S1 occurs The relocation of this section will eliminate 1 long section of the sewer which currently extends under the creek for 150 feet By relocating this section, MSD was able to reduce the creek disturbance from 150' to only 15' • The Section of this project from PMH 7 to PMH 13 (approximately 740 feet) will be pipe bursted and this process does not propose to Include any streambank disturbance. This Protecting Our Natural Resources- 2028 RIVERSIDE DRIVE ASHEVILLE, NORTH CAROLINA 28804 TELEPHONE (828)254 -9646 FAX (828)232 -5537 WEBSITE www msdbc org will necessitate 1 new creek crossing (Crossing S -1 in the PCN) but will eliminate an existing crossing to the south of crossing S -1 The eliminated crossing currently runs parallel to the creek and is under the creek channel for about 100 feet The portion of this line that is under the creek channel will be plugged and abandoned in place and will not provide additional creek disturbances • The section of this project between PMH 13 and PMH 23 will cross Came Creek at 5 locations These locations are where (or near to where) existing stream crossings occur, This area is developed with single family homes and the sewer is in the rear yards of these homes Existing structures, developed yards and vegetation has required the proposed alignment The PCN form and maps attached to this packet provide a visual location of this project and proposed creek, crossing MSD has obtained a preliminary assessment from the NC Wildlife Resources Commission and NC Cultural Resources Commission as to the presence (or absence) of endangered species or items of historical value in the vicinity of Crossings As per the information provided by those agencies, no endangered species or historical artifacts are anticipated to be found in the vicinity of Crossing S -1. Further, all other areas within this project have been previously disturbed by existing sewer mains, other public utilities or roadways. Please address any and all replies to F Roger-Watson @ rwatson(amsdbc orq OR 2028 Riverside Dnve, Asheville, NC 28804 Sincerely, Fred Roger atson, PE /PLS MSD Project Engineer Copies US Fish -and Wildlife, Asheville Field Office, 160 Zillicoa Street, Asheville, NC 28801 828 - 258 -3939 Attn Bryan Tompkins (bryan_tompkins @fws gov) NC Wildlife Resources Commission, 645 Fish Hatchery Road, Marion, NC 28752 828 - 659 -8684 X221 Attn Doug Besler (doug. besler@ncwild life org) NC Dept. of Cultural Resources, Archives and History Western Office, 176 Riceville Road, Asheville, NC 28805, 828 - 296 -7230 ext 225 Attn- Linda Hall (linda hall @ncdcr gov) NCDENR, Division of Water Quality, 1650 Mail Service Center, Raleigh, NC 27699 -1650 Attn Steve Dorney - O�O� WAT E9QG o -c 2 0 1 4 0 3 9 3 Office Use Only Corps action ID no DWQ project no Form Version 1 4 January 2009 Page 1 of 10 PCN Form —Version 14 January 2009 Pre - Construction Notification (PCN) Form A. Applicant Information 1. Processing la Type(s) of approval sought from the Corps ® Section 404 Permit ❑ Section 10 Permit 1 b Specify Nationwide Permit (NWP) number NW 12 or General Permit (GP) number 1 c Has the NWP or GP number been verified by the Corps? ❑ Yes ❑X No 1 d Type(s) of approval sought from the DWQ (check all that apply) ❑ 401 Water Quality Certification — Regular ❑X Non -404 Jurisdictional General Permit ❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization 1 e Is this notification solely for the record because written approval is not required? For the record only for DWQ 401 Certification ® Yes ❑ No For the record only for Corps Permit ® Yes ❑ No 1f Is payment into a mitigation bank or in -lieu fee program proposed for mitigation of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu fee program ❑ Yes ❑X No 1g Is the project located in any of NC's twenty coastal counties If yes, answer 1 h below ❑ Yes ❑X No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes ❑X No 2. Project Information 2a Name of project Shadowlawn Drive Sanitary Sewer Improvement Project No 2007019 2b County Buncombe County 0 2c Nearest municipality / town Asheville, NC 28804 LS2 2d Subdivision name 2e NCDOT only, T I P or state project no 3. Owner Information W&—NR- �yA 3a Name(s) on Recorded Deed See attached list - MSD is the holder of Sewer a operties 3b Deed Book and Page No See Attached list 3c Responsible Party (for LLC if applicable) Metropolitan Sewerage District of Buncombe County, NC Mr Thomas E Hartyre, General Manager 3d Street address 2028 Riverside Drive 3e City, state, zip Asheville, NC 28804 3f Telephone no 828 - 225 -8399 office 828 - 768 -2621 cell 3g Fax no 3h Email address THartye @msdbc org Page 1 of 10 PCN Form —Version 14 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify 4b Name 4c Business name (if applicable) 4d Street address 4e City, state, zip 4f Telephone no 4g Fax no 4h Email address 5. Agent/Consultant Information (if applicable) 5a Name Fred Roger Watson, MSD Project Engineer 5b Business name (if applicable) 5c Street address 2028 Riverside Drive 5d City, state, zip Asheville, NC 28804 5e Telephone no 828 - 225 -8290 office 828 - 768 -0203 cell 5f Fax no 5g Email address rwatson @msdbc org Page 2 of 10 B. Project Information and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) See attached list 1 b Site coordinates (in decimal degrees) Latitude 39 6288 Longitude 3 8195 1 c Property size 1754 acres 2. Surface Waters 2a Name of nearest body of water to proposed project Canie Creek 2b Water Quality Classification of nearest receiving water C 2c River basin French Broad River 3. Project Description 3a Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this application This project is for the replacement of an existing sewer main along Came Creek in West Asheville, NC The properties surrounding is project are single family Residential The area abutting the stream and project limits are single family residential yards, driveway, roads, and cultivated land These area are heavily developed and in many locations the proposed sewer is in the same trench as the existing sewer 3b List the total estimated acreage of all existing wetlands on the property 2 5 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 28 3d Explain the purpose of the proposed project This project is for the replacement of and existing sewer line which is in very poor condition 3e Describe the overall project in detail, including the type of equipment to be used 4. Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / project (including all prior phases) in the past? ❑ Yes 0 No ❑ Unknown Comments 4b If the Corps made the jurisdictional determination, what type of determination was made? ❑ Preliminary ❑ Final 4c If yes, who delineated the jurisdictional areas? Name (if known) Agency /Consultant Company Other 4d If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation 5. Project History 5a Have permits or certifications been requested or obtained for this project (including all prior phases) in the past? ❑ Yes ❑X No ❑ Unknown 5b If yes, explain in detail according to "help file" instructions 6. Future Project Plans 6a Is this a phased project? ❑X Yes ❑ No 6b If yes, explain Phase 2 will be immediately upstream of this project and will not be done until FY 2015/2016 The Phase 2 project is currently under design One (1) additional crossing may be necessary for that project If so, the crossing will be approximately 5' wide and 10' of additional streambank disturbance Page 3 of 10 PCN Form — Version 1 4 January 2009 C. Proposed Impacts Inventory 1. Impacts Summary /j 14 la Which sections were completed below for your project (check all that apply) ❑ Wetlands ❑ Streams —tributaries ❑ Buffers ❑ Open Waters ❑ Pond Construction 2. Wetland Impacts If there are wetland Impacts proposed on the site, then complete this question for each wetland area impacted 2a Wetland Impact number Permanent (P) or Temporary T 2b Type of Impact 2c Type of wetland 2d Forested 2e Type of jurisdiction Corps (404,10) or DWQ (401, other) 2f Area of Impact (acres) W1 - Choose one Choose one Yes /No - W2 - Choose one Choose one Yes /No W3 - Choose one Choose one Yes /No W4 - Choose one Choose one Yes /No W5 - Choose one Choose one Yes /No W6 - Choose one Choose one Yes /No 2g Total Wetland Impacts: 2h Comments 3. Stream Impacts If there are perennial or Intermittent stream Impacts (Including temporary Impacts) proposed on the site, then complete this question for all stream sites Impacted 3a Stream Impact number Permanent (P) or Temporary (T) 3b Type of Impact 3c Stream name 3d Perennial (PER) or Intermittent (INT)? 3e Type of jurisdiction 3f Average stream width (feet) 3g Impact length (linear feet) S1 T Stabilization Canie Creek PER Corps 10 15 S2 T Stabilization Canie Creek PER Corps 8 10 S3 T Stabilization Canie Creek PER Corps 8 10 S4 T Stabilization Canie Creek PER Corps 5 10 S5 T Stabilization Canie Creek PER Corps 8 10 S6 P Stabilization Canie Creek PER Corps 10 20 3h Total stream and tributary impacts 75 31 Comments S1 will replace an existing crossing which Is in the creek bank for a distance of approx 100' S2 will replace 2 existing crossings , S3 will replace an existing crossing and will eliminate approximately 100' of existing sewer which is within the creek channel, S4 and S5 will replace an existing crossing , S6 Is In the same location as an existing stream /sewer crossing Page 4 of 10 PCN Form —Version 1 4 January 2009 4. Open Water Impacts AAA If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of the U S then individually list all open water impacts below 4a Open water impact number Permanent (P) or Temporary T 4b Name of waterbody (if applicable) 4c Type of impact 4d Waterbody type 4e Area of impact (acres) 01 - Choose one Choose O2 - Choose one Choose 03 - Choose one Choose 04 - Choose one Choose 4f Total open water impacts 4g Comments 5. Pond or Lake Construction IV4 If pond or lake construction proposed, the complete the chart below 5a Pond ID number 5b Proposed use or purpose of pond 5c Wetland Impacts (acres) 5d Stream Impacts (feet) 5e Upland (acres) Flooded Filled Excavated Flooded Filled Excavated P1 Choose one P2 Choose one 5f Total. 5g Comments 5h Is a dam high hazard permit required? ❑ Yes ❑X No If yes, permit ID no 51 Expected pond surface area (acres) 5j Size of pond watershed (acres) 5k Method of construction 6. Buffer Impacts (for DWQ) If project will impact a protected riparian buffer, then complete the chart below If yes, then individually list all buffer impacts below If any impacts require mitigation, then you MUST fill out Section D of this form 6a. Project is in which protected basing ❑ Neuse ❑ Tar - Pamlico ❑ Catawba ❑ Randleman ❑ Other 6b Buffer Impact number— Permanent (P) or Temporary T 6c Reason for impact 6d Stream name 6e Buffer mitigation required? 6f Zone 1 impact (square feet ) 6g Zone 2 impact (square feet B1 Yes /No B2 Yes /No B3 - Yes /No B4 - Yes /No B5 - Yes /No B6 - Yes /No 6h Total Buffer Impacts: 61 Comments Page 5of10 D. Impact Justification and Mitigation 1. Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts In designing project This protect has attempted to remove as much of the existing sewer from within the creek channel where possible One section of the project will utilize pipe bursting techniques to repair the existing sewer pipes so as to avoid disturbance of the creek channel Other sections follow the location existing sewer main to avoid new disturbances of soils and stream lb Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques Pipe Bursting techniques will be employed where possible Small excavating equipment will be used along creeks and where construction limits are tight 2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State 2a Does the project require Compensatory Mitigation for Impacts to Waters of the U S or Waters of the State? ❑ Yes ❑X No 2b If yes, mitigation Is required by (check all that apply) ❑ DWQ ❑ Corps 2c If yes, which mitigation option will be used for this project? ❑ Mitigation bank El Payment to In -lieu fee program ❑ Permittee Responsible Mitigation 3. Complete if Using a Mitigation Bank 3a Name of Mitigation Bank 3b Credits Purchased (attach receipt and letter) Type Choose one Type Choose one Type Choose one Quantity Quantity Quantity 3c Comments 4. Complete if Making a Payment to In -lieu Fee Program 4a Approval letter from In -lieu fee program is attached ❑ Yes 4b Stream mitigation requested linear feet 4c If using stream mitigation, stream temperature Choose one 4d Buffer mitigation requested (DWQ only) square feet 4e Riparian wetland mitigation requested acres 4f Non - riparian wetland mitigation requested acres 4g Coastal (tidal) wetland mitigation requested acres 4h Comments 5. Complete if Using a Permittee Responsible Mitigation Plan 5a If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan Page 6 of 10 PCN Form — Version 14 January 2009 6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ 6a Will the project result in an impact within a protected riparian buffer that requires buffer mitigation? ❑ Yes No 6b If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation Calculate the amount of mitigation required Zone 6c Reason for impact 6d Total impact (square feet) Multiplier 6e Required mitigation (square feet) Zone 1 3 (2 for Catawba) Zone 2 1 5 6f Total buffer mitigation required: 6g If buffer mitigation is required, discuss what type of mitigation is proposed (e g , payment to private mitigation bank, permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund) 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flown Plan (required by DWQ) 1. Diffuse Flow Plan la Does the project include or is it adjacent to protected riparian buffers identified ❑ Yes ® No within one of the NC Riparian Buffer Protection Rules? lb If yes, then is a diffuse flow plan Included? If no, explain why ❑ Yes ® No 2. Stormwater Management Plan 2a What is the overall percent imperviousness of this project? 0 2b Does this project require a Stormwater Management Plan? ❑ Yes ® No 2c If this project DOES NOT require a Stormwater Management Plan, explain why No additional storm water will be generated by this project All lands will be returned to their pre - construction condition Existing sewer system is being replaced by this projects and is either in the same trench as the existing sewer or further away from creek All lines will be underground and no significant additional impervious surface will be generated The City of Asheville Stormwater Ordinance exempts those entities that are exempt under NCGS 113A- 56(a), MSD's projects are therefore exempt under provision 3 of that section This project proposed to disturb less than 1 0 acres 2d If this project DOES re Stormwater Management Plan, then provide a brief, narrative description of the plan /quire�a / v� I3 r0� Gay GYd <.I /ZBy` Gd�e_✓ Q�!!� S! ft y� d7CGe�7� /�j�j Li"--vows a�- 0%1��z� rye' Q 2e Who will be responsible for the review of the Stormwater Management Plan? 3. Certified Local Government Stormwater Review 3a In which local government's jurisdiction is this project? Asheville ® Phase II ❑ NSW 3b Which of the following locally - implemented stormwater management programs j] USMP apply (check all that apply) ❑ Water Supply Watershed ❑ Other 3c Has the approved Stormwater Management Plan with proof of approval been ❑Yes ®No attached? 4. DWQ Stormwater Program Review ❑Coastal counties ❑HQW 4a Which of the following state - Implemented stormwater management programs apply ❑ORW (check all that apply) ❑Session Law 2006 -246 ❑ Other 4b Has the approved Stormwater Management Plan with proof of approval been ® Yes ® No attached? 5 DWQ 401 Unit Stormwater Review `oar ti a Storrnwatei Management Plan meet the appropriate requirements? ❑X Yes ❑ No 5� tlrva all of the 401 Unit SLI �rnittal requirements been rnet? ❑X Yes ❑ No v F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) la Does the protect Involve an expenditure of public (federal /state /local) funds or the ❑ Yes ❑X No use of public (federal /state) land? 1 b If you answered "yes" to the above, does the project require preparation of an environmental document pursuant to the requirements of the National or State ❑ Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1c If you answered "yes" to the above, has the document review been finalized by the State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval Yes ❑ No letter ) Comments 2. Violations (DWQ Requirement) 2a Is the site in violation of DWQ Wetland Rules (15A NCAC 2H 0500), Isolated Wetland Rules (15A NCAC 2H 1300), DWQ Surface Water or Wetland Standards, ❑ Yes Q No or Riparian Buffer Rules (15A NCAC 2B 0200)? 2b Is this an after - the -fact permit application? El Yes ONo 2c If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s) 3. Cumulative Impacts (DWQ Requirement) 3a WIII this project (based on past and reasonably anticipated future Impacts) result In ❑ Yes No additional development, which could Impact nearby downstream water quality? 3b If you answered "yes" to the above, submit a qualitative or quantitative cumulative Impact analysis In accordance with the most recent DWQ policy If you answered "no," provide a short narrative description 4 Sewage Disposal (DWQ Requirement) 4a 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 Sewage will be contained in a sanitary sewer system which will carry flows to MSD's Sanitary Sewer Treatment Facility No additional flows will be generated by this project This project does not propose to provide service to areas that are not presently served by the existing sewer system The new sewer system will be DIP with gasketed joints and should significantly reduce the sewer flows by eliminating infiltration of ground water into the sewer system Page 9 of 10 PCN Form — Version 14 January 2009 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a Wiil this project occur in or near an area with federally protected species or ® Yes ® No habitat? 5b Have you checked with the USFWS concerning Endangered Species Act ❑ Yes ® No impacts? 5c If yes, indicate the USFWS Field Office you have contacted - 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? NC Wildlife Resources office, Waynesville, NC 6. Essential Fish Habitat (Corps Requirement) 6a Will this project occur in or near an area designated as essential fish habitat? ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NC Wildlife Resources office - Waynesville, NC 7. Historic or Prehistoric Cultural Resources (Corps Requirement) 7a Will this project occur in or near an area that the state, federal or tribal governments have designated as having historic or cultural preservation ® Yes ® No status (e g , National Historic Trust designation or properties significant in North Carolina history and archaeology)? 7b. What data sources did you use to determine whether your site would impact historic or archeological resources? NC Dept of Cultural Resources - Asheville Regional Office 8. Flood Zone Designation (Corps Requirement) 8a Will this project occur in a FEMA- designated 100 -year floodplain? ❑ Yes ® No 8b If yes, explain how project meets FEMA requirements 8c What source(s) did you use to make the floodplain determination? FEMA FIRM Map 37009628001 Effective January 6, 2010 for Asheville, NC Thomas E Hartye, 5;�e_ April 8, 2014 General Manager Applicant/Agent's Printed Name Date Applicant/V-vp nt' Signature (Agent's signature'' o ly if an authorization letter from thi nt is provided Page 10 of 10 �O W W Q0 tD W W do W W W W W W W W W tD W W W W W W W W W W W �o rn rn rn� N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 00 00 00 00 � W 00 � lb 00 00 CO 00 00 00 00 00 00 00 � 00 00 00 CO 00 W W 00 00 W � N N N N N N N N N N N N N N N N N N N W W W W W W W W W A A A A A .Ia .P A A .A A A -P A A A A A A A A A A A A A A A A W W A W W z W W V M M N W A A A U7 W Ol O V d V 00 LO O O F-A N W A In W W O w 0 N N A A Ul Ln UI Ol V 00 lO V 00 V Ol a) kn A A A A A W W W O V W d W 00 V N Ol F-+ V A m N w m w W Ql V A to In W F°* lO V U1 V F, 00 W V Ol 00 N Ul l0 00 I-> W Ol W O N O N A I V U7 I W I-a O CO CO F-* V 1 U7 l0 Ln N Ul r= 00 N cl G) -u O� n r w W r cn � G1 n cn r z w p® m m (D n N O 0J X fD (D n O N ® fD 7 O O ,� 3 N O 0) m (D UQ r ut N 0) (D (D O S (D an �< ,< ,< '< O O °< W 7 r+ OU p p O a m (D H O 3 ` (D ` O 0) < � EA W m (D O --1 S Ro go Q° Q r Q n Q0 0 !! ryQry 20 (flryy]� R_ D (M [`D O W W c G r n® p D I- N D D G) @A (p m o < °' 3 o 3 3 m v< r s Q �_ d °� � to �' O m c �J t � Q0 �° �, &o c, O 2 s m CD =! (n m Qo < O Ro r ^ ro K rn n M m go is — r a O a v� < m n go go (D ?� O Ro n1 = O O O Ro * (D °, w y o < z C m m O o �. ^< n x ® s O = 00 O r Gi ro : CL W LLLLI A R A N N U7 Ul A A A Ul W A A W H N Ol W W W I--' O Ul A U7 0 00 U7 W O d A 00 lO 00 V 0 0 !� N W O lO l0 O O W d Ol F� m 00 h+ N m 00 N V V O 01 lO F, Fa 00 W m A Y m O N p A O N O N Ol Ol W Ul W V W W N O \ W \ W \ A \ W \ N \ M \ U1 \ d \ W \ O \ N \ N \ O \ W \ W '0-' Ol W 0- \ a \ a \ \ \ \ \ \ \ \ \ a 0 O 0 0 1V O O O O F� I� 0 0 0 0 0 0 \ 0 0 0 0 0 0 0 O O 0 0 A m Y m m 00 W m m A A O 1-- l0 w W d V A C O V N Fa 1b cn N N O W h* W A l0 W V Ul w A N N A W P" V W m A m d lO to w m W to l0 N A A Ln Ou i W Ul .p CO A 1D Ol W W O In Fa W W A Ln W O W F- N Ol to N In W N V V o' (D l 1 W W A A N N Y F-+ N 1N N W W A 4�- CO O A W O O O A P4W�yy M LO l0 00 F" PP LO N V U7 W O O Ol N W W W W d N W lO W V Fv Ul Ol V O CO O O O W N N 1n N cn cn 1n D D D D 7o = 70 = x= x= w z w w D -a O O O S` O N s 0) 0 N s D) s f17 0 0) s N O -6 O 0 0 0 0 0 0 O w o N O 0 O 0 O H O 0 O Ln O N O M 'p d � d ;- n1 7r O O O O O_ 0- O_ Q O_ g M (D (D (D (D (D (D (D (D (D (D (D Q n n n O O O O 01 0i 3 w 3 0 3 w 3 w w 3 0 w 0) -S m (D (D Q Q SZ O_ �c C G �_ c C S_ S Sr 0) D) 97 Ng 0d fv N V1 Vf N 07 W 61 d ET E _S - - - - - _S _ G m O_ O_ O_ Q O_ O_ O_ O_ n O_ D- ® p p ® ((D p p ® ® p p ® 0) 0) SN D1 (o (D (D < < < < < < < < m m m 0 l V ro m D CL d D D D D Vf D N D N D w D V9 D M D u> D Vf D N D 0 D V1 D V1 D Vf D w D w D Vf D N D w D - D V) D Vf D (11 D Vf D Vf D N D V) D N L> Vf O- � 0 S to S Vf S S S S S S S S S S S S S S S S S S S S S S S S S S S S S rD /_�, t=-% N (D N (D 0 m (D (D (D (D (0 (D m (D M fD M (D (D (D (D (D O N (D M (0 (D (D (0 (D N < < < < < < _< < < < < < < < < < < < < < < < < < < < < < < < < (o ro ro iD ro m m m re m cn ro ro (o ro cn ro m m iD �o m eo m (o �o m o m r°o �o � z z z z z z z z z z z z z z z z z z z z z z z z z z z z z z (D n n n n n n n n n n n n n n n n n n n n n n n n n n n n n n N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N N 00 00 00 00 w 00 00 00 00 00 w 00 00 00 00 00 00 00 00 00 00 00 O 00 m 00 00 m 00 00 00 00 00 00 w W 00 00 00 00 00 00 00 00 00 00 0o co co 00 00 00 w 00 w 00 00 00 w w w 00 O O O O O O O O O O O O O O O O O O O O O O O O O O O O 0 0 0 Ol D cn cn 01 cn Ol Ol cn Ol Ol cn 0l O Ol O Ol 0) Ol m Ol Ol 0) CD cn Ol Ol 01 O Ol O O O O O O O O O O O O O O O O O O O 0 0 0® O O A W ti 1V O O W j--s j� O N W � �' W W N W W N N W N" N N W N N O Ul A N 00 l0 W V N F+ Ln U'I N V7 lO FA V w H �+ N W W Ol Ol F-* W U'1 N m Ln Ul Ul lJl N Ul Ul W Ln Ul Ul Ul 111 Ul Ln Ul Ul W 07 07 07 Ln 111 U1 Ln N Ul Fa In 1--i � N F- W F-> I--* F-a W I--T FA F' I- H I-, N I-, I- N N N W lO l0 LO N FN.n p.a Fa � D V U1 O A Ln Ul U7 W 0 Ql V7 l0 O O ® Ut N O A 00 00 00 00 N n O A O V1 A \ N O \ A \ A \ A \ 0 \ 0 \ \ Ln \ A \ O \ (n \ N 0 \ A \ \ O \ \ H \ \ F� \ l0 \ (D n Ol A® \ N 11 \ Ul 0 A A .A V A V W A LO W V Ul A W Ul v 6L dA 0q Op ON ® O l0 W N N I-a 1-, W V 14 00 N O A A A W O 00 00 W l� Ol l00 O O O O O O N W A Ln co li 14 \ ��l � tD c �� � ��i PC ShacaoMawn Drive -MSD Project No. 2007029 Laiiud / Longitude of Sewer Creek Co_,sft AshevHOe ,NC Quad ang5e Map N 3530 a W 8230 9.5 Minutes Series (Topographic) 192 ®SE 1961 AMS "SS ii SE-Series V843 Latitude Longitude Crossing No. Degrees Minutes Degrees (decimal) Degrees Minutes Degrees (decimal) S °1 39 37.725 35.1144 3 N 53.827 82.6132 S °2. 39 37.725 35.0876 3 N 52.92 82.6207 S °3 39 37.725 35.0843 3 N 52.875 82.6226 S °4 39 37.725 35.0794 3 N 52.85 82.6230 S °5 39 37.725 35.0744 3 N 52.83 82.6233 S °6 39 38.16 35.0661 3 N 52.8 82.6240 AshevHOe ,NC Quad ang5e Map N 3530 a W 8230 9.5 Minutes Series (Topographic) 192 ®SE 1961 AMS "SS ii SE-Series V843 Watson, Roger Frown: 'Besler. Doug ALdoug.besler@ri ildlife.arg' Sent: Friday, April 04,2014 10:15 AM To: Watson, Roger Subject: RE: Canie Creek - MSD - Shadowlawn Drive Project Roger, The proposed location for the crossings are not trout waters and we would not object to the work, not request a trout moratorium. I checked with our aquatic wildlife diversity staff and they do not have any concerns relative to this location. I certainly can't speak for the USFWS, but we will have no objections to this work and will comment as soon as we get the notice. One question, what coordinate system was the location data presented in? I am no that Arc savvy and had trouble entering that data. I found the locations, so it was not a problem in the end, just wondering in case I come across those again. Thanks, Doug Doug Besler Mountain Region Fisheries Supervisor North Carolina Wildlife Resources Commission 645 Fish Hatchery Rd. Marion, NC 28752 828 - 659 -8684 Ext. 221 (Office) 919 -818 -7886 (Mobile) d0LIg besler@ncwildhfe org From. Watson, Roger [mailto:RogerW @msdbc.org] Sew Wednesday, April 02, 2014 3:49 PM Too Besler, Doug A. Subject: Canie Creek - MSD - Shadowlawn Drive Project Doug: MSD has another project on Canie Creek (this one is on the north side of Smokey Park Highway) just upstream from the location your responded to in late February / early March. (Please Reference your email to me on 3/17/14. You found no endangered species in the area of the section of Canie Creek near School Road and Wendover Road. ) I am enclosing a draft copy of the US COE PCN for a Nationwide 12 permit along with some maps and other information on the stream crossings proposed on this project. As with the pervious project; this project is for the replacement of an existing sewer main. o The lower end of the project (Crossing S -1) is across the same property as the existing sewer; however, since the old sewer went very close to the residential dwelling, we had to relocate the sewer slightly from the existing location. This property is developed as a single family dwelling. (See Sheet S1) o From MH 7 to 13 (See Sheet PB) we are pipe bursting the old pipe and installing a new sewer in the exact location as the old pipe. No stream disturbances are anticipated in this section. This area is developed as single family residential property. o Crossing S2 thru S6 (See Sheet S2 thru S6) will replace an existing crossings. We have had to adjust some of the crossing point due to existing development along the creek channel. Again, these are single family residential properties and homes are within 100' of the creek channel at most locations. Can you review these locations and determine if there are any endangered species in the vicinity of these crossings. You email response would be greatly appreciated. Sincerely; F. Roger Watson, MS® Project Engineer Email cotreseondence to and from this sender is subieci to the N C Public Records Law and may be aisclosed to third P.artie 2 Watson, -open 1 L _ --, -- From: ,Hall; Linda <Iincla:Fiafl @ncdcr:govj Seat: Thursday, April 03, 2014 3:28 PM 4o: Watson, Roger Subject: RE: Canie Creek - MSD - Shadowlawn Drive Project Roger, I checked our maps, and we do not have any archaeological sites recorded at this location The area has not been surveyed by an archaeologist, but it Is unlikely that significant intact archaeological resources would be located in this developed area Linda Linda G Hall Archaeologist Archives and History Western Office NC Department of Cultural Resources 176 Riceville Road Asheville, NC 28805 Ph (828)296 -7230 1 Fx (828) 298 -4551 E -mail correspondence to and from this address may be subject to the North Carolina Public Records Law "NCGS Ch 132" and may be disclosed to third parties by an authorized state official From: Watson, Roger [mailto:RogerW @msdbc.org] Seat: Wednesday, April 02, 2014 3:47 PM To: Hall, Linda Subject. Canie Creek - MSD - Shadowlawn Drive Project Linda: MSD has another project on Canie Creek (this one is on the north side of Smokey Park Highway) just upstream from the location your responded to in late February / early March. ( Please Reference your email to me dated 2/24/14. You found no significant historical sites on the section of Canie Creek in the School Road / Wendover Road area.) I am enclosing a draft copy of the US COE PCN for a Nationwide 12 permit along with some maps and other information on the stream crossings proposed on this project. As with the pervious project; this project is for the replacement of an existing sewer main. • The lower end of the project (Crossing S -1) is across the same property as the existing sewer; however, since the old sewer went very close to the residential dwelling, we had to relocate the sewer slightly from the existing location. This property is developed as a single family dwelling. (See Sheet S1) • From MH 7 to 13 (See Sheet Pia) we are pipe bursting the old pipe and installing a new sewer in the exact location as the old pipe. No stream disturbances are anticipated in this section. This area is developed as single family residential property. • Crossing S2 thru S6 (See Sheet S2 thru S6) will replace an existing crossings. We have had to adjust some of the crossing point due to existing development along the creek channel. Again, these are single family residential properties and homes are within 100' of the creek channel at most locations. r-- ,' -- _ +1 -,= =s. �' -'� - -- -- y- 1.".- i.{:.' -_`- -- If -4 - -+ �Ifl} si �H11can -, historical interests III the vicinity of these ... �...c.. .c.. -.o �..� .... .. �- .. ... crossings. You email response would be greatly appreciated. ' , t r M ,,` �7. %. l J 'rs 1 r, ,x _ o I`/ a . • � � �>'ti • s 1 -ti's �ry`,• �r\ .r r ',,r... -.;:- — � :•a, Qua; «(% f_ �' > •t _di 4w r• ,}\ 4. 4' '� ` � , Fes• � • '•� y� 0 ��•, S:� �'�1 �'? 394 1 ,:■ . + �1► ` • i"•:� /i . �I s` � r+-' r • �. �✓ Jr r: Y' "'TTT4tlJ 1a .r y �+ •- � � / •l � r l� ,: �" � ! �'. ` :'� • • �T. •�,�. _�Y� ova^ (\ , . r • l f'r f r . (f� ^'/�` ,' i f, y`wM,- ` + • r fit, A "� N`� rte/ : • +' �' J i 1 i �p1+ � .;: � ::;��� ��r .�, i' t 'r•.,�r Tf- 395 .,., ��4+ o' �,;� =y`' ,�} ! t �• , `` f7 V ' 1 /-� � ■. � - ,y,+Y`r ri:_ +'1'';;i .,,, 'vr� ��v"V ' ,;�- •�� .' SI�i Y,sa ,.. • - � .S� w� � ;� �.• � ,R 4V' .ire 4 S ,•�air1 y� + • r �� .ty w Ye /•�i }' f +. • -,• ` • �� � S _ + �, rv� y 5170 7 `� a r � ,`� "" ! � /ter .`J ��>,0 'Q •t t,��. �. `.' ^�t .f;.� [ txyo � 7^ A vi, ` . _ ,L.it �� • � i •.��'� Cc J .• l tip.% ''• :v i;y l/ ' 7 + + � J�` - -•� "'' f' `fit+ A .� � '�`•.r ttly `t5�,;�: -,, i a �•({ "ACS T t • t' • ►J t 1^i�., � ! , t *� 1 i ., t S• a ti`•"� A of �+ Yr, i �d: ' "� :,' � 1 -'i . -� '.tit ' {L- �r'•'vt''•/ `{ f � 1 'ti � • \ r ,i ", ^ 7 �• , ^K` � tt •� ' iYw�i is \_ rvrl� i' . r � � ^r ): Y Wit' �.5 `r• Attachment Location Ma — USGS Ma ,•:, {,- . �^ USGS Map — ASHEVILLE Quadrangle �` '+ , ` '` "` • rr; North, Carolina, Buncombe County N 3530 — w 8230 7.5 Quadrangle Scale 1: 24000 3w FIRM FLOOD INSURANCE RATE MAP NORTH CAROLINA MMUNIN ASHEVILLE, CITY OF BUNCOMBE COUNTY AFFECTIVE DATE JANUARY 6, 2010 Mk PANEL SUFFIX 370032 9628 370031 9628 MAP NUMBER 3700962800J L I (MON : 3]VOS I MN3 :03AOaddV tiL /LO /-VO :31VG VA :NMVb4 IIHM1d'8 NV d J-DVdWl AVI3d1S L 3SVHd 3n12f4 NMVWOGVHS A uno:) agwo3ung jo lCulsia @ZL)j@A/\as umjjodo.zjajN r 1 Li L� I/ ) IVIS 4 � V0 110 r,�,��OTA 'A1NnOO g�iG ^teS mn6e 0�0 A o\ W az N OUZ OI ��F 4-1 O Ozw 1a-I Q O o U WOJ O:UW E{ OL w F V1 W U O X "On 0 =Q Z a O 1 W ���,I 1 ¢ �FK ~WF ,(np C Y N Q W V m t!7 o UQ� N ZZO� z Q U Z N ¢ 4) 1 W =U _W sQ mma- � � ^ i�1 Q �La..j F- �¢OQ -4 0 m = zaa� U�Q� O O E-+ a m vNmQ WN zo W p m W W LU aooa a o U U a o CL W N ���c� zoow o (/7 a oo2a O > a U 1- (n (n L \ Z L_ L , i G e W Q Z ZOJ Q w W<Of m -Q z q--Fw w� %%) z _a J O'YF -QU FO Ul < =woaWQYW 3mm d >mh -QLd OWO Q�Q¢m U micO�00W> LJ 0 F- P m lal zzm3 -W -1 L QWW¢WN =z WOm2mU(nQ O 0 O O W U) O 0 o O 0- W W m Y �Zcm�� (n Z Ouia y �mCl) 'a U cn Z --j (O 'T m Y Q L� I/ ) IVIS 4 � V0 110 r,�,��OTA 'A1NnOO g�iG ^teS mn6e 0�0 A o\ W az N OUZ OI ��F 4-1 O Ozw 1a-I Q O o U WOJ O:UW E{ OL w F V1 W U O X "On 0 =Q Z a O 1 W ���,I 1 ¢ �FK ~WF ,(np C Y N Q W V m t!7 o UQ� N ZZO� z Q U Z N ¢ 4) 1 W =U _W sQ mma- � � ^ i�1 Q �La..j F- �¢OQ -4 0 m = zaa� U�Q� O O E-+ a m vNmQ WN zo W p m W W LU aooa a o U U a o CL W N ���c� zoow o (/7 a oo2a O > a U 1- (n (n L \ Z L_ L , i G e W Q Z ZOJ Q w W<Of m -Q z q--Fw w� %%) z _a J O'YF -QU FO Ul < =woaWQYW 3mm d >mh -QLd OWO Q�Q¢m U micO�00W> LJ 0 F- P m lal zzm3 -W -1 L QWW¢WN =z WOm2mU(nQ O O O O o LO O o o O N N N N E U W W 0 I- _ v CV ua.LYio> �UO 12� 2 � U Z 0 a Q� CN I j Z T j vJ �cn>- �( I / /o VJ � X zv� f �i / /� o / O Z a as W �g� f f oo °o`� / �.-� Xww i .-towU wRz z LL pQgOU W I- II Z LLJ U) LLI r ` � w U U 1n O CO 00 ! � +CD O 0 LL I w Q co L- 00 CD J r -_ ^^ �i O d' ` ? 00 O N e - 0 0 1 ' O O o Cj I (q f Z O CJ ( co l�¢ow ��2< w Cl) LU o LO Cl? U' I1 W o 1 ( � L9719oz =INN 9 VC6 +£'ViS o9'£po I?j 9VU+VVIR 9# HN! "VIG 1t, 0 a� r r N C) (�S)o9,99oz =1n6I 'ANI (MN)OO-L50z =N 'nNI o9'g50z =1no 'nNI �lz 0 '9502 =N1 "nNI ws OU z w O 0 cY) LLl � o I1 � W > V =Ln Z N u o O w u L) V) NOSd30NM.1 Wd OO:Z I V I OZ2 /6 C-P'IOVdWl Mg-YIG WVWOOVHOGNVON911 x qJ - --ci ...r- Pe4SWOI1V11119VH321 -jw3 -, lV?J3N3`J \9VH321 SAS1W31SAS N01103110OVd Z J I tia/ l0 /ti0 3314,Os, M dH 43 NMb 21a 31130dd Q N`dld IDVdWI Wd32LS L 3SVHd 3ANG NMVWOGVHS Aluno:) agwooung jo pti siQ afu.zan,\aS uLjjjodojj@W Ur fN \ 4 0 �V3S °'p -a, ... . ..i..s3 d� n CD LO N _z (n Cn O U C7 N r r r �yyoN 'A.Wnoo \ aao sVA��es egbe v m a O Co N O O CA 5� F U- bQ9 O'Q O ors ?�' LL SO t z N eLu J\� uj u\ N \\ �\ \\ \nom \q\ �\ \ z m� U) \Q uj Cn w i \ Y = C° \ \L� \ �? \\ \ i�Q� \� U LU CO �\ X uOuwow / Ch ;; z O (.) 4 O` `\ \ 0 1 r m } O+ � \ .N� 0w Nom. _ Q w Of QZa� � CP ww X , L w \ EC Ond.6 J � Q? U.0 Co \ \ ` &A \ U-) p Q Z �C°Z" Z c+ ... r Z EL zO r . Co 0 Co N Z'� \ 1tj N �Q! \ 2MM, I �N/4 V / Q V) V ,,z N Vl � Ln 0 O w ^/ J U � N I IZ cN V _z C/7 cn �O�/ LL U Ir w 0 Ln N 0 w J U N NOSN30NW VU 001? I b I Oi/Z /d 6MP'lOVdWI WV3111S NMtl1M.00VHS'�SNldVN3�l �sryd - a^�0 �''�W-0G•45WOI1V11119tl413?1 J3M3S lVY3NZ059VN3?1 5.151W71SJ.s N011031100V� O r 5£'OE6Z =W1�1 a 00'0 + +00VViS 3N1 N NUVON003S X6'06 +86' 1 1S 3NI-I NIdW c co (3)00' n nZ =ino 'ANI c � tl�# HW d10 3, ( (3N) L L *MZ ='ANI „tl c c 1*CZ+0 Z W s (M)OZTZ Z Z ='ANI dla u06 s ( (MS) V VMZ =N1 'ANI 't,W HW d ,b 7 7a—w-�,) Z N M M CR O Co N CN r Q`ev N N Z V1056Z = =WIZI j j a c c 2,90+ W W Vvis 3 3N 0£'6£ Z Z= ino'ANI — — — HW d10 ,t, ( Z'tIL4 H (MS)00' I t t LZ =N1 'ANI LU J ors ?�' LL SO t z N eLu J\� uj u\ N \\ �\ \\ \nom \q\ �\ \ z m� U) \Q uj Cn w i \ Y = C° \ \L� \ �? \\ \ i�Q� \� U LU CO �\ X uOuwow / Ch ;; z O (.) 4 O` `\ \ 0 1 r m } O+ � \ .N� 0w Nom. _ Q w Of QZa� � CP ww X , L w \ EC Ond.6 J � Q? U.0 Co \ \ ` &A \ U-) p Q Z �C°Z" Z c+ ... r Z EL zO r . Co 0 Co N Z'� \ 1tj N �Q! \ 2MM, I �N/4 V / Q V) V ,,z N Vl � Ln 0 O w ^/ J U � N I IZ cN V _z C/7 cn �O�/ LL U Ir w 0 Ln N 0 w J U N NOSN30NW VU 001? I b I Oi/Z /d 6MP'lOVdWI WV3111S NMtl1M.00VHS'�SNldVN3�l �sryd - a^�0 �''�W-0G•45WOI1V11119tl413?1 J3M3S lVY3NZ059VN3?1 5.151W71SJ.s N011031100V� I �N/4 V / Q V) V ,,z N Vl � Ln 0 O w ^/ J U � N I IZ cN V _z C/7 cn �O�/ LL U Ir w 0 Ln N 0 w J U N NOSN30NW VU 001? I b I Oi/Z /d 6MP'lOVdWI WV3111S NMtl1M.00VHS'�SNldVN3�l �sryd - a^�0 �''�W-0G•45WOI1V11119tl413?1 J3M3S lVY3NZ059VN3?1 5.151W71SJ.s N011031100V� 0310N : 31`dOS MW :03AONddV % Z'• - Nye, )N A.LNn00 dg L/ LO / *0 :3iVO dN :NMV8(l mad ,1 tes enbP O 311302dd 12 NV]d IDWINI INV32i1S 13SVHd 3ANG NMVIMOGVHS IV3S ' Alunoo @qwoDung jo fat z�siQ a�� za�nas ulelilodo. l@W &VO � 0 V O� N N N N N FPO O ° H co LO N O r 0 ° _ a ❑ O r + Z N CO LL r V (CD 4 4'S£ 4Z= Ili LL 0 40'ti£ +4Z' 1 (3S)9 6Z4Z =inn 'AN U L 4# HW VI 1t (M) 6'MZ =N1 'AN log 98'8 +4 vis (3)00'££4 inn 'ANI + 84# I qvy vla ,t/, (MN)OZ'£ 4Z =N1 'ANI Z o + N W N CO Q <) W V LU z_ J (n LL _ 0 4 1� X11 W (I, bra I l U1 O a F J ac~nwj coe� V II VJ +M ` �Z� CoN r- O "� .-N 1f aQ_j i N� ` N 1 aSi' QN IccI 1 I�� t M� () � W ❑ Q C W Z " d (nom i a�� Z V/ O ? o�W o ,, QJ` J CC a L �� r� N11 U u N cn � ° m LA Ln C 1 W N N ❑ I t -mN ao Z / / z � CL ❑ > ! / oo co 't N Qd r a0 U� co C", (f) N r � r I < Cl,! II W < 2 O[ Q V) 8 Cl) I 1 I X d J W ❑ 1 zo (r- —T °MW Q a a ..w rw �� w�.m Yz �7 0 J CL Z 0 CO I , LuQ < t� Q W J❑ II N M G r N0GVaNVA Wd OO:ZI V1022 1b O+P'DVdWI WVSNISNMVIMO(T4C VJ''ONZI x• 4d�� ^'+0'+'"•N1OPNSWOI1V11118VF13y J3M3S lVN3N79�9VH3`J- SAS1W315A5 N011�311001d S V tVl0 /ti0 :31V al M21 •03 VX:NMVHO 3113O21d 18 NVId IDVd N I Wd3 dJ-S L 3S`dHd 3ANG NMV1MOGVHS AjunoD agtuooung jo plilsiCl @Zuj@nnaS uul!lodojl@W is o M Cl) Z i �I CL w ... w Z 0cn a Q Q~ J w�NIQ- LU R Y 1 t w W' � �/ o w a0Of WbIl Ill Cn � 5 bHd�� FC)c, o W3S Z Zi�• °(ss��•• � o�b� 114- fV co J V 'z VJ U) O U L V T r (D 3 co n/ o LL � r 11 � 0 0 / a: W, rZ/wW, / LL, t fo / rrno`iMio 0 C-4RO w�o� w j V CA co ��/ iJJCV W W O co * z ! / Oz Cpccoo (D 'It F-- mac, 04 If t U) w LO z U) ONN L.1. �0) e6 C) 0 0 LO c1 M r � r 04 C14 CV d �adO yOqnles egbp 9� J v m 0 ���bb3nnas �y� 0 CV CV O w J U u N D D n V 0 0 I NOQl3N\M Wd OO:Z I b I OMA, 6^�P'lOVdWI WV3N1S NMWHOOVH51SrlldUN3�l Id - �^�+0 �'}` °WQP�NSYVOILd11l19VH3M :13M3S 1V713N3'J\9V413)I SAS\W315AS NOU.03"I100Vd fif Z Y w 86'Lti6Z =WRi U 66'6L +£Z'V1S (3 )991S6Z =im nNl (N)98'L£6Z 66# HW VIC 37 =N1 nNl �Z Z co 00 ODU 00'Lti62 =VYlN o w +� - Z# HW V G 3, (M )09'8£62 =N1 'n I ao z F c CC0 Z e' U WO OZ �� UU U w L6' 69 +9Z'V (3S)09 "6Uz inn •ANl 6Z# HW VI .b (N)08.6MZ =N1 'AN[ L (D J z_ LL. U) O U) ie O u Z � � Q U cV J I u v • C if ^a 7 ul 0 V ce < z N U L O w J U u N D D n V 0 0 I NOQl3N\M Wd OO:Z I b I OMA, 6^�P'lOVdWI WV3N1S NMWHOOVH51SrlldUN3�l Id - �^�+0 �'}` °WQP�NSYVOILd11l19VH3M :13M3S 1V713N3'J\9V413)I SAS\W315AS NOU.03"I100Vd 9 I 0310N 33lVOS Mad :03AOaddV bl /WtO :31V0 I VN :NMVaO 3313021d 'R NVId J-DVdNI NVId I S L 3SVHd 3ANG NMVIMOGVHS Aluno:) agwoaung jo la►1lsiQ afe.zamaS upl!lodojl@K is oca0.'4 L _i � VJ ui � c � F- a w Q Z m � Z U o���� I W u a0 00 CV 11 N W W u u O Z / 1 -S W tcr--A. W Z W F- _ `.J W W W�m CO) v /� // EL °2 cc co /co P, O AVM Z d0 �yaoN 'Alwno� v m d I� Co wo M r r r r r- N N N N N /O N' 2 +- W LO CN O r Lu � N W, �p F-� LL / oo r U U in Z g O _II j W I- c �M�, 1� LLJ 00 Lo z O~ �N ICI Q Li11 CL i — Lu J V o� V Qo a p w / z W _II mLu WM -y J (n Nava Z •— /�� Q �veoc N U L/) �by�sb w O o a U) (/1 O oC Q U V) 0 0 N of 0 ti N of 0 co N L N N0QI]CNV`A Wd 00'Z I t f 0a/Z /b 6MP'10VdWl M-=NL5 NMVIMQaVNS15MdVN9� l -N.1 - --,a —K— P•45\Nouvi 119VH3b Y3M351'db3N30 \9VH3b SJ.S1W315AS N011�311O�� d HL CO ( V Z t O r ��')� NJ O C7 ct z 6 'Z9 +9z,vis ( SS'zb6Z =1n0 NI V w CO �' L HW 'dla .t� NI (N)91'Zb�Z =N1 re ry UU 0 H Z N Izi W CV W = OL'99�Z= IU 66'Z9 +LZ' 1S ZZ# HW VI 0 .b M 'ANI (AAN)09* L9 2= L5'£ LZ =WIa (3S)OZ sLz =lno 'ANI 0£'9L 9z'dls (S) o'£92 ='ANI uti £Z# H IY dla .tl (MNV'M`3N)0 MZ ='ANI ..9 -£ I� Co wo M r r r r r- N N N N N /O N' 2 +- W LO CN O r Lu � N W, �p F-� LL / oo r U U in Z g O _II j W I- c �M�, 1� LLJ 00 Lo z O~ �N ICI Q Li11 CL i — Lu J V o� V Qo a p w / z W _II mLu WM -y J (n Nava Z •— /�� Q �veoc N U L/) �by�sb w O o a U) (/1 O oC Q U V) 0 0 N of 0 ti N of 0 co N L N N0QI]CNV`A Wd 00'Z I t f 0a/Z /b 6MP'10VdWl M-=NL5 NMVIMQaVNS15MdVN9� l -N.1 - --,a —K— P•45\Nouvi 119VH3b Y3M351'db3N30 \9VH3b SJ.S1W315AS N011�311O�� d