Loading...
HomeMy WebLinkAbout20140824 Ver 1_401 Application_20140814UEWELL ENGINEERING CONSULTANTS, RC TRANSMITTAL LETTER Date: July 31, 2014 To. NC DWA 401A^etiand ' fA J rrn,4+14) "k"C 1650 Mail Service Center Raleigh, NC 27699 -1650 From- Cindy Lancaster, P. E. 0 0 Re: Forest Hills Lake Stormwater Improvements City of Wilson, Wilson County, NC Please find enclosed the following: Item Copies Date Description Post Office Box 2294 Kernersv►lle, NC 27285 -2294 Telephone (336) 996 -9974 Facsimile (336) 996 -9976 Webs►te jewellengr com 2 July 2014 PCN Application Form, Narrative and Exhibits (full sz) 2 July 2014 PCN Application Form, Narrative and Exhibits (11x17) 1 July 2014 Check to NC ,DWQ for $240 Comments: Copy also submitted to Raleigh Regulatory Field Office of the U.S Army Corps of Engineers. i ri R' t 2 0 1 4 0 8 2 4 of w a rF9 a� oG Office Use Only: >_ Corps actio D DWQ proje o. Form Versi 1 —anuary 2pp� Pre - Construction Notification (PCN) Form A. Applicant Information I. Processing la. Type(s) of approval sought from the Corps: I 0 Section 404 Permit ❑ Section 10 Permit 1 b. Specify Nationwide Permit (NWP) number: 3, 13, 27 or General Permit (GP) number: 1c. Has the NWP or GP number been verified by the Corps? Yes ❑ No 1d. Type(s) of approval sought from the DWQ (check all that apply): 0 401 Water Quality Certification — Regular ❑ 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 Q No For the record only for Corps Permit: ❑ Yes 0 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 0 No 1g. Is the project located in any of NC's twenty coastal counties. If yes, answer lh below. ❑ Yes 0 No 1 h. Is the project located within a NC DCM Area of Environmental Concern (AEC)? ❑ Yes No 2. Project Information 2a. Name of project: Forest Hills Lake Stormwater Improvements 2b. County: Wilson 2c. Nearest municipality / town: Wilson 2d. Subdivision name: Forest Hills 2e. NCDOT only, T.I.P. or state project no: 3. Owner Information 3a. Name(s) on Recorded Deed: Forest Hills Lake Association 3b. Deed Book and Page No. DB 915 P 397 3c. Responsible Party (for LLC if applicable): Thomas Brugh 1101 Forest Hills Rd, NW 3d. Street address: 3e. City, state, zip: Wilson, NC 27896 3f. Telephone no.: 252- 243 -4047 Q 3g. Fax no.: n/a tombrugh @gmail.com yv 3h. Email address: Page 1 of 10 PCN Form — Version 1.4 January 2009 4. Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other, specify 4b Name Bryant Bunn, P E 4c Business, name flflanniicnhlcl• City of Wilson 4d Street address 1800 Herring Ave 4e City, state, zip Wilson, NC 4f. Telephone no • (252) 399 -2465 4g Fax no (252) 399 -2453 4h Email address bbunn @wilsonnc.org S. Agent/Consultant Information (if,applicable) 5a Name Cynthia Lancaster, P E 5b Business name (if applicable) JEWELL Engineering Consultants, PC '5c Street address 5d. City, state,,zip 5e Telephone no. 5f. Fax no 5g Emad,address. 311 S Main St, Suite A Kernersville, NC 27284 (336) 996 -9974 (336) 996 -9976 clancaster @ewellengr com Page 2 of 10 B. Project,lnformation and Prior Project History 1. Property Identification 1a Property identification no (tax PIN or parcel ID) 1b. Site coordinates (in decimal degrees) I Latitude 35 75 1c Property size 2. Surface Waters PIN 3712 -28 -3979 Longitude -77 95 261 acres 2a Name of nearest body of water to proposed project. Hominy Swamp 2b Water Quality Classification of'nearest receiving water: C, Sw, NSW 2c River basin. Neuse 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. small pond insesidential area surrounded by single family homes, with a City street (Parkside Drive) at the outlet and an NCDOT roadi(Forest Hills Road) approximately 250 feet upstream of the pond 3b. List the total estimated acreage of all existing wetlands on the property 0 3c List the total estimated linear feet of'all existing streams,�(intermittent and perennial) on the property 0 3d Explain the purpose of the proposed project purpose,is to decrease frequency of overtopping at Parkside Drive and Forest Hills Road, also restore Forest Hills,Lake by removmg,sediment and 3e DescribeAhe overall project in detail, including the type of equipment to be used - ,see attached narrative 4. Jurisdictional Determinations 4a Havejunsdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ❑ Yes G1 No ❑ Unknown ro ect,(including all prior phases) in the past? Comments. Corps & DENR,staff visited in 2011 - no wetlands 4b If the Corps made the jurisdictional determination, what type of determination was made ❑Preliminary ❑ Final 4c. If yes, who delineated the jurisdictional areas? Agency /Consultant Company Name (if known) Other- 4d If yes; list the dates of the Corps jurisdictional determinations or State determinations and attach documentation S. ProjectHistory 5a. Have permits or certifications been requested or obtained,for this project (including all prior phases) in the past? ❑Yes G1 No ❑ Unknown 5b If yes, explain in detail according to "help file" instructions. 6. Future Project Plans 6a. Is this a phased project? 6b If yes, explain. Yes E] No Page 3 of 10 PCN Form — Version 1.4 January 2009 C. Proposed Impacts Inventory I. Impacts Summary la Which sections were completed below for your project (check all that apply) ❑ Wetlands [S] Streams — tributaries ❑ Buffers ❑l 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 2b 2c 2d 2e 2f Type of Impact Type of wetland Forested Type of jurisdiction Area of number Permanent (P).,or Corps (404,10) or Impact Temporary DWQ (401, other) (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 3b 3c 3d 3e. 3f 3g Stream Impact Type of Impact Stream name Perennial (PER) or Type of Average Impact number Permanent (P) or Intermittent (INT)? jurisdiction stream length Temporary (T) width (linear (feet) feet) S1 P Fill Hominy Swp, Tnb 3 PER Corps 3 252 S2 - Choose one _ S3 - Choose one S4 - Choose one _ S5 - Choose one S6 - Choose one _ 3h. Total stream and tributary, impacts 252 31 Comments: Impact is limited to fill in the area of a removed pipe currently conveying the stream from Forest Hills Road to Lakeside Pond This will be replaced by a restored stream channel Page 4 of 10 PCN Form — Version 14 January 2009 4. Open Water Impacts If there�are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, -or any other open water of the U S then mdividuall ,list,all open water impacts below 4a Open water 4b Name of waterbody 4c 4d 4e impactwnumber Permanent (P) or (If applicable) Type of "impact Waterbody Area of Impact (acres) _ItMoraDLM type 01 P Forest Hills Lake Dredging /Excavation Pond 185 02 T Forest Hills Lake Drainage Pond 185 03 Choose one Choose 04 Choose one Choose 4f Total open water impacts 185 impact is remove a umu a e se imen s an o pon ,ou a ,s ru ure Note a as muc as a pon Dan Ks 4g Comments may also be impacted (NWP 13) as part of'stabilization /erosion minimization effort S. Pond or Lake Construction If pond or lake construction proposed, the complete the chart below 5a 5b 5c 5d 5e Pond ID number Proposed use or Wetland Impacts (acres) Stream Impacts (feet) Upland purpose of pond (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? E] Yes No If yes, permit ID no 51 Expected pond surface area (acres) 5) 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 reclUire mitigation, then you MUST fill out Section D of this form 6a. Project is in which protected basin? OX Neuse [:] Tar - Pamlico ❑ Catawba [] Randleman ❑ Other 6b Buffer Impact 6c Reason for Impact 6d Stream name 6e Buffer 6f Zone 1 6g Zone 2 number — Permanent (P) or mitigation impact impact Tem ora required? (square (square . feet ) feet B1 Yes/No 62 _ Yes /No B3 Yes/No B4 Yes /No B5 Yes/No B6 - Yes /No 6h Total Buffer Impacts: 61 Comments protect activity exempted because buffer where excavation is done will be restored to pre - protect vegetative condition Page 5 of lo D. Impact Justification and Mitigation 1. Avoidance and 1a Specifically describe measures taken to avoid or minimize the proposed Impacts'in designing project Project components only involve replacement of existing structure and restoration /maintenance activities to improve the stream and open water areas Re- grading of area adjacent to new stream channel will facilitate good stream /floodplain,connectivity 1b Specifically descnbe,measures taken to avoid or minimize the proposed impacts through construction techniques �Cdnstruction project is planned,for summer in order to,minimize the,time period when the lake,level will'be -drawn down. Multiple aspects of the lake improvement's are to be jointly constructed in order to limit the overall impacts to the stream and open water to a single timeframe 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 0 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? El mitigation bank []'Payment to in -lieu fee program ❑ Permittee Responsible Mitigation 13. Com lete lf'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 Makina a Pa ment'to,lln -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: S. 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 5. 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 ❑X No 6b If yes, then identify the square feet of impact to each zone of the ripanan buffer that requires mitigation Calculate the amount of mitigation required 6c 6d 6e Zone Reason for impact Total impact Multiplier Required mitigation (square feet) (square feet) Zone 1 3 (2 for Catawba) Zone 2 15 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_mto an approved in -lieu fee fund) 6h Comments Page 7 of 10 E. Stormwater Management and Diffuse Flow Plan (required by DWQ) I. Diffuse Flow Plan 1a Does the project Include or is it adjacent to protected nparian buffers Identified 0 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 diffuse flow plan is not necessary„grading plan shows that excavation will be done such that theire- established open perennial. stream channel is the only areal of concentrated flowzmto the lake from the buffer area being impacted ❑ Yes ❑ No 2. Stormwater Mana ement'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 impervious cover is proposed, Erosion and Sedimentation,Control'Plan has received'DENR approval & ESC permit has been issued 2d If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description ofdhe plan 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? Wilson, NC ❑ Phase II 3b Which of the following locally - implemented stormwater management programs ❑ NSW apply, (check',all that apply,) ❑ USMP ❑ 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 4a Which of the following state - implemented stormwater management programs apply ❑HQW ❑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? S. DWQ 401 Unit Stormwater Review 5a Does the Stormwater Management'P,lan meet,the appropriate;reguirements? ❑ Yes ❑ No 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No Page 8 of 10 PCN Form — Version 14 January 2009 F. Supplementary Information 1. Environmental Documentation (DWQ Requirement) 1a Does the project involve an expenditure of public (federal /state /local) funds or the use of public (federal /state) land? El Yes ❑ No lb 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 El 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 letter) ❑ Yes ❑ No 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? ❑ Yes No 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 Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? ❑Yes No 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 narrativeAescnption. ,proposed improvements are in,an established residential area that,isebuilt out and thus no additional development 'is .anticipated as a result of this project 4. Sewage Disposal (DWQ Requirement) 4a Clearly detail "the ultimate treatment, methods and disposition (non- discharge,or discharge) of wastewater generated from the proposed pro ect, or available capacity of'the subject facility. no wastewater is associated with this,prolect,, ESC measures will provide treatment of stormwater runoff before d,is downstream released Page 9 of 10 PCN Form,— Version 14 January 2609 S. Endangered Species and Designated Crttical'Habitat (Corps Requirement) 5a WIN b this project occur in or near-an area with federally protected species,or ❑Yes ® No 5b. Have you checked with the USFWS concerning Endangered Species Act impacts? ❑ Yes © No 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? review of information on USFVVS Raleigh Ecological Field Services website i 8. Essential Fish Habitat (Corps Requirement) 8a. Wiil'this�project occur in or near an area designated as essential fish habitat? [:]Yes ® No 8b. What data sources,did you use to determine whether your site would impact Essential'Fish Habitat? reviewed NOAA information re EFH 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 statusle g , National, Historic Trust designation or properties signiflcantfin Yes ® No North Carolina history and archaeology)? 7b. What data sources did you use'to determine whether your site would Impact historic,or archeological resources? reviewed National Register of Histonc Places in the city of Wilson 8. Flood Zone Designation (Corps Requirement) Be. Will this project occur to a FEMA- designated 100 -year floodplaiM ❑Yes IN No -8b If yes, explain how project meets FEMA requirements 8c. What source(s) did you use to make the floodplain determination? FIRM'avalable online at NCFMPIFRIS website ar �--� 717-5 /1 ApplicantlAgent's Printed Name Ap can genr&S aiture Date - (Agent's signature is valid only,ii an authorization letter from the avol fcarit is rovided. Page 10 of 10 AGENT AUTHOR IZATIOWFORM PROPERTY LEGAL DESCRIPTION: PARCEL ID: 3712 -28 -3979 -LEGAL DESCRIPTION., Deed Book;915,,Pg 397. LOCAL DESCRIPTION: Pond is fronted`bv residential homes that are part of the Forest Hills Lake Association. The homes and -pond are_encompassed by'Forest Hills-Road-to the -North Parkside Dnve to the South, Lakeside Drive'to.'the East. and'Knollwood De'to the West - _ Please print: Property Owner- - Forest Hills Lake Association The undersigned, registered property owner,of the above noted property, do hereby authorize R.-B. Burin-111, PaE'.,Di(ectorof'Engineering of the Citv of Wilson-to act on my behalf and, take all actions necessary for the pro ce`ssing;,,issuance and acceptance of this permit or certification and a_ hi and all standard and special conditions attached. Property Owner's Address (if differentthan property above) .1101 Forest Hills Road NW. Wilson .Nt 27896- Telephone: 252­243-4047 hereby certify the above, info rmation-,submitted in tfiis'aPplicationJs true and accurate to the'best of my *nowledge. :.Authorized Signatures Date: City of Wilson Forest Dills Lake Stormwater Improvements Narrative ,for Pre- Construction Notification July 2014 EWELL ENGINEERING CONSULTANTS, PC 311S Main Street Kernersvdle, NC 27284 336- 996 -9974 City of Wilson Forest Hills Lake /Parkside Drive Stormwater Improvements Narrative for Pre - Construction Notification Several, road crossings along Hominy Swamp Tributary 3 are subject to overtopping during significant rainfall events. The City of Wilson developed the Hominy Swamp, Stormwater Master Plan (HSSMP) in 2003 -2004 and one recommendation of the plan was enlargement of Forest Hills Lake,and replacement of the outlet structure in order to reduce overtopping occurrences at Forest Hills Road and Parkside Drive JEWELL Engineering developed a preliminary analysis of hydrology and hydraulics for the�lake and the two road crossings and has prepared preliminary drawings. Construction plans and documents have been developed by Bartlett Engineering. NCDOT has also developed construction plans for,the replacement of the culvert under Forest Hills Road, but the funding for their project.has been delayed Thomas Brown, regulatory specialist with the U.S. Army Corps,of Engineers (USACE) and Lauren Witherspoon, environmental specialist with the North Carolina Department of Environmental and' Natural Resources (NCDENR), visited the site with City and JEWELL staff on April 7, 2011 to review the proposed project and discuss permitting requirements and projected impacts It was determined that no wetlands would be impacted by the proposed project. The Corps considers the placement of fill,in the area where pipe is to be,removed as a stream impact, but considers the daylighting of the pipe to be a restoration -activity covered under NWP 27 Some limited re- grading along the banks ofForest Hills Lake, under NWP 13, is also planned to stabilize areas where banks have been undercut, and to help to minimize erosion. The other aspects of the proposed project are considered maintenance activities, covered under NWP 3. Based on recent, conversations with Cherri Smith, with the NC DENR Raleigh Regional office, the proposed work in the buffer area of Forest Hills Lake falls under exempted activities as long as the vegetation is re- established after the project is complete. Thus, no buffer impacts are proposed as part of this project All of the exhibits related to this project have been compiled, in a separate section following this, narrative. Exhibit 1 is a USGS topographic map of the vicinity of the proposed project. Exhibit 2 is an aerial photo,of the,area, with the NRCS soil survey information also�shown,. Exhibit,3 is the construction plans for the project and includes a sheet showing the existing conditions and the pipes which will be removed and /or replaced as part,of this project. Proposed Lake Flood Storage Excavation The City of Wilson purchased two homes along Forest Hills Road that were subject to flooding when the road was overtopped. The HSSMP- recommended lake enlargement, for the purpose of increasing flood storage, was to be. accomplished by excavating these two lots. However, staff from NC DENR noted that 50 -foot buffers would have to be established around the new normal pool surface of an, enlarged. lake. The buffers would have negatively impacted,adjacent private property owners such that the lake enlargement was deemed infeasible. Forest Hills Lake/Paikside Drive A EWEW: PCNNarrative 1 ENG VIER NG LUNoUJnN 13 The proposed plan increases the flood storage without, expanding the lake area The existing pipe'between Forest Hills Road and the upper end of the existing lake is to be replaced by a small, meandering low -flow channel (roughly 6" deep) to convey base flows. The remaining area of the two lots will be graded as a relatively flat floodplain area, minimally sloped to drain to ,the, channel. The floodplain would be inundated in any significant rainfall event, providing the increased flood storage capacity. When the water surface elevation is approximately level with the sag on Parkside Drive, the excavated floodplain area should add about 15% more flood storage capacity The�excavation will be done with equipment as large as a tracked excavator,, and material will be hauled away with dump trucks. Smaller equipment may used for final grading. The grading plan is shown in the construction drawings�(Exhibit'3) and the proposed buffers for the new stream channel are delineated on Exhibit 4 Outlet Replacement In addition to daylighting the pipe between Forest Hills Road and the upper end of Forest Hills Lake, the project will also include the outlet pipe from Forest Hills Lake, under Parkside Drive, in orderjto facilitate better conveyance under the roadway and reduce the frequency of overtopping Exhibit 3 includes plans for the proposed outlet replacement for Forest Hills Lake, which will include a 54" RCP and a 36" RCP under Parkside Drive. These pipes will discharge into a downstream existing gabion channel and will be placed at approximately the same elevation as the existing pipe. Sediment Removal and Bank Restoration Over the years a significant amount of sediment has accumulated In Forest Hills Lake such that it has become shallow and there are,extensive and persistent growths of algae. Although this is a private lake, the City has agreed to remove the accumulated, sediments as part of the proposed project. The City has dredging equipment such that they have the option of dredging out -the material and dewatenng it using geotextile tubes, or they may opt to wait until the lake is drained for the construction such that the sediment can be excavated using equipment, onsite for the re- grading between Forest Hills Road and Forest Hills Lake. The banks around the lake have eroded over time such that there is slight undercutting around much of the lake. The City plans to slightly, modify the banks in order to stabilize'them and reduce the erosion problems, balancing cut and fill so as to approximately- retain the same lake area. The estimated linear footage of lake bank is about 1500 I.f. The amount of fill placed along the banks will not exceed'the 1 cubic - yard - per - linear -foot limit established under,NWP 13. Forest Hills Lake / Parkside Drive X EWELL PCNNarrative 2 �NGrt Ec hG COVOWraN o Exhibits Forest HdIs Lake/Parkside Drive PCNNarrative 3 ENGiNEfi RING CONE LT4N S A ' f A1'11 ipQNY7ppgq _ Al 1! .4310" a# Hymn M 3't2 .� T ca �+ -3.ydp.� � � .� . • M OAiY Qpa1U aw M MNror r3ynr7 MN yo .rors3>rn *W - C 3 MN ON S171111 S3110.4 M d7! S777H1S3MOJ l I L MN ya wyry It aj O o co,., rA ra j," 150 .._- _._.o• -- i L_..` 't l/ 150 Z ii :[ in g :R Ln Ln M U) >N E m 0 -j -le It? 0 z f E 0 0 cu ca _0 2 :D rl Q- E O ca O r•,m _0 C: C: m A" iu U- C3 C-3 C. M < C'4 (1) _NC m Ln W O = a Q ON o LL a � n•es a .ioz 'e� �x •,u 'e-n cexvoc� \�- o \emc� \n>wr \u�mmo..rr \aa•r\ a J, wo,-JpNpo9. . L99L -0 F3SN3311 4080 -6x (ZSZ) XV3 9ZLL -C684Z '0 -N 'NOSIVA -6 4r BOLO 6C {ZSZ) 3131 HIMON 1338iS HSVN 9061 F YNIIOW HiKN 'NOSIIM R Y r « Od '`JNI.k3 NnS v ON1833NIJN3 133HS 2IAOD S1N3W3AOMWI 213ivm W2101.5 DYl SIIIH 1S3b03 d- 4 0 N C p 0w Q cn J p J J = W J H p Q V) (A w w Y ` W CY x > W Q J \ 2:,E cncn 0 J J R Q Q Qah¢ -� d�IL� -0 L C'7 J J J Z J J f— 000¢00 ffi H H HaHH ZZZ Z Z = a OOOz000 X $ Q U U U Q U U J w 3as3 z z z x z z, as a• ��� Z O O O O O O w U m O" -1 p 000 "00 _ <o a Q Z 0 W W W W W o w O �— z 0 5¢ Q Z Z Z> Z Z a �-zafS O O 0E00� w0 CD���0� -=- as rniN is3aoe C� 1- v) Z Z Z 0 Z Z 3 a� CK?JO W W WyW W > 0:2 O p 0 OXw Q1 w w wQwwH �� O Uwoc_ 0 m V)O-U) O R� o� x Z /1� w C14 11) d to ml- � - Nr7 • p Z UUUU U U UUppp j J 00 wz � w Cf) Q � w J .� n_ O god bN/kjbbJ 3 s P9 Z }J- 9 LQ O -1 OZ =N V R w VOcnzz w u�.... co Q W C z co O mF- <=O >W� z Z Y m QDO�WJU O z cn a cn 4 F m — J o CO m CL <�JZU F- Q ZZaWQQ —W Z � W U >3JQOUpw cr a g 0°. a Q _ of m a co N Z � � I w > 0) W D! 00 � D r- Z) U} N Z Om � � Q W 0 z W w c� o � z in z Z w O w Q w Q Z a wwU m W Z�_ ,— Q 0 0 m w LLJ =o cr J U Q J cc O O °w �Qz wz O z= U w w a ��o Q p W a` ac Q U U U 0 CL m� m\ Z, U U W W r N y fs Rs �rry �i a a @ g $ ggloiNt `�N Rs ua' 3asasn ZR "R %yd 00 8 -� a�C via Y gSg b8pp33 ZQ ' q ^yam 8 9S 7d z Q z DoSL BaaG ��6.. A 8 Oni 'ex 62 t� $ Ogs�x�s W U. v zz a U. as snwisaao- '$ k i 9<iC gth ion 6� c= m,/ �� // i i <g,^�i• i \�`\� q \.` \D �RF - goon in 1\ i / .n R 6: / /' ¢�z - - - -- -, •�8� \ `y yip a vVi `ir LN3V3 \ Nrn =�' lI1 \� �\ i I r -= ice' '' f` _ / •�•• ' '�'� S \ '^ I / /' i 1°dmi \ 1 / _ Cf) IL zi \0 Ik — I ama � Z aaa�d I I • IIII 1 I 1 t i � I _ it I � 1 R I I' C�n� �ir i VA / I / ' � x BB QAYf( tooz/ce MY 79 y y 19 W 919 IX g{ agYg Cd It Ill y �` x III I 0.. I Ilil��� O Z V z ELI sao N N U ci z J' 1 � w Z_ W �n Z Z�� e `' W mci �'V o = 2 f i � t rt y t 69 Qer// JOW/96 aYd mmomr- 0 o � v / Is sW m - -- \ ♦'\ 6v ��� \ ®'��F �� � °pig �� � g�o � � � o� WO 32, " 1N3W3SV' '08 Z o 8 � � -� 39VNItl21( Y 8h �a €g $ Y °s ° /per/ �•,♦ \ \ \ppp l �_ .oz x3 �g ;g� " U Fp ai Z a \ 6W d� ��d3 .g IL 5. \` X < Ge gg z Jew, vi N Y� t1 g�8 k� kg i� <a0 g 3 E i�W� Ell boo 1zw 1 ,I \ \ 1 1 W / ♦ / � 9 d I li \ \ 1 1 / / � -•R it -5 / It i e /c� ZAI e/a V 1 , _ co `W aP>rss I II a 18� I c g n� °s I — 1 � 9I 9 NIL Jit I - i'IIIII,8Oao z U Z W Z < z '3 ' o � a tL U yO iE h O Z U z O. 1SW J S N Z 0 W F- Qw J; �j o J� .vl � cp W 3 i ®`0 0 LL 1� Q Q. ti O 0 nn� z W9 JU) c� �� W ` � ti i=Z° I I (I I ■ l 1 r� �1 O r Li Rg zO Z �y g `W =dFs Yt4 € �d , is; y $ a ac alvi c8b dog b3'3 9aXh dam° y U O a E) e $ a ask' Z ° rg 4. $� >a �� � a$ g a $1 ;11 �Q� k$$ ;ea a �� n �lbd rrR; wm� a 4q $ e $ .� € pd 9 1.04 ¢ate �$_ �l § g�a Sg is <a @ a ° �` a8a aC V) = ae 1 "P<b obi N! �§ s � ' a b a Y � i a - a- ec _ a x asa9<� °aN Iii Eli m =g sg b a �a:° so -� � @ $ § a ��:g� E9aflbg9 °go33 gg '� �e �S3 :>i= SHIA 'n�a $z d m V W 8 f i Oi Aa €Sz .%_ N A _ d 2 � H^ N < _ o A W CSC N N K JJN.IJ HNII NIVMJ ,9 dUdd X — — — � — — X — — — x — — — x z ; r� S _ 98 0AYN 9001/C6 OYN I I I � I � I n `D 0 N N X O W !--7 I\ I I I / I / / • -� \MFN) W (n Qw La �0/�/ LL JL �e LL LLJ F— Q CO w o LL'O V Q C� Z (Q R C.) all �z Z Ww fr zz W, z'y� z�•ggg m�j / 1 / / / / / z I w '! W I 0 1G ,Z t a 0 W I lit I 1 ff21.121H221 �444/4�� 1IIIIII .�C��6��IIIII�Oe W (n Qw La �0/�/ LL JL �e LL LLJ F— Q CO w o LL'O V Q C� Z (Q R C.) all �z Z Ww fr zz W, z'y� z�•ggg m�j - — nKGi r10[ YI 'w' nyl 6•D LO]i90C, \°". \B90 a b td I'd OR a �y>amg � � Sae $ s >i s y r a � � � n Y ., a as 3063M1''1 D ° Q Oli ` �a =E - b z< E" ° 1" :1 � p rigs yg1 ba O< Sx ;oh a1 _ ¢ Z = =G a!? �'eb a arg �g 1 S S $ 11 e A3 t o W°al �1 1Se �g b 5 a Ig a as L�1 n vam $ a g-`5: :� g s �_ a Q g e a0 •3513N] Z €1 8W k i5 YI.Gy�a S 3 ZS.tl (n ° dhl sa -e c5aa :g � �1,IS r ° r< r w° gsa ep $ bs a§ 3 >z e ��_ e � r S a a 9 � '� v1 3dgz ss 5se �a"�S:a an s„w 1s3aoe 1 z d g SP g gl�eIk a° nA �i 1 ii S g e 1 n9W$� g b>Y a F� e9w Ss «�allgE n a W W - wan 1,a 9 >s� b$ U -, 12. 6� Se,u S`g'ti z ffi a sa 7 €E § a,. <gg as �� 41 1� z S � o l .s �' a S■ -, 3 3 get�d G�r34 �a e 1 ? ai W a g e as<z;: SY.a eas �a �� c s pp qp s gg`9gpC �EEy{q$( �1 pS In __ G r ° N N J A d tl d- w (n !Jr b Yi i E A a V l l BH OAVN 1003/PH OYN pin ' _ / \ r 1 m CA ` \I r� I '2 < 1 al _I 1I W W L N W x 4 4 4 / / sr \ � l \ m \l\ 4, at 1 Q 1 1 1 A \ 1 € \ \ E 8 8 '2 < 1 al _I 1I W W L N W x 4 4 4 / / sr \ � l \ m d Y S at 1 Q d <m< 1 bi 99 v ... I d ��w ILmm�. W ' = O ° sm N .m. OLLJIg 5 mm° Xo SpSS�S W � G � "mSgSa o °LLm ao�n�mm R' 9m 9a'�7 t W J 0 G W L) U) col � �F H Z o� LLJ s® L 3 S 6 Z 15 s t O ggpp U d b a� 68i @e0 e P £P oho a a =Z U U w �- t/� w N z < o z o `a 4 U O C- o z ci Z a as �3�9i�Y W,b �a VH D 2 J N- � N W N O N W N i Z W LLJ O Of J_ � M ir LLI w cc�, c G 0 0 O LL (-/—) Q OOC a � U ,s n. r Lu 1 �! z m w IDA W U 0 2 $ 8�6 m3: :3 r Y S at P € E 8 8 v o -/1 !� <m< 1 bi 99 v ... I d ��w ILmm�. W ' = O ° sm N .m. OLLJIg 5 mm° Xo SpSS�S W � G � "mSgSa o °LLm ao�n�mm R' 9m 9a'�7 t W J 0 G W L) U) col � �F H Z o� LLJ s® L 3 S 6 Z 15 s t O ggpp U d b a� 68i @e0 e P £P oho a a =Z U U w �- t/� w N z < o z o `a 4 U O C- o z ci Z a as �3�9i�Y W,b �a VH D 2 J N- � N W N O N W N i Z W LLJ O Of J_ � M ir LLI w cc�, c G 0 0 O LL (-/—) Q OOC a � U ,s n. r Lu 1 �! z m w IDA W U 0 2 $ 8�6 m3: :3 r As a gsa� b i w s q 7a P � 1 g- N" 1, MA a g a� 44 e� 69rs �a ��< 3 SY� a:'i Sa6 �g G aY 3 pB ya yY p 7 li 0 D g Q �. 1� �� .a i6 � a � 7 � � °� � i°e � egg &8em �ggqA a3y� � V Z Lv O gg 4 � W %�<g '0 8da ' 911;: 1 asa ` s5 °�:m §a gsm$ a8 " F � ' $ e� @�:�"� °��� �a"8 � r� � $� u <i � a� o °��g. ea .�q� air° z a p $ 4 Aa3 88 So td z 8i<'<Y.a �i�88 .vaa.� �n # ? 1 t �I 1 — I a � I z AFFL i wLa Wo / I O I 45• II B /C -B /C II I I I 1 I3 F I \\ \ _ I ' 4 i it i r it 1 flI � II it N I# a Ng �� U_ hm F U N X W 07 � K ,x i i I/ I I I II li II I 1 1 1 BH aAVM 1007/CB qvm MATERIAL LAYDOUt 1 AND STAfMO AREA . I / 41CQMS1�4'114M 1 I 9, ` Al`Wa I I 1 0 / b a / It I \ \\ \\ 10 / i / / / I ,IAA I 1 W a \ I I = W / `0. D! ! 1 / / I 1 / II, W � 7 ¢ FF yy g � ggxayy Z a a a ;= I 1 1 I 11 11 f d f� i }F LIM z U U W I'; N a z o Q � U o � c� z a &7g�gd g errc J N^ N a a s z of x' I / / W N Z I I TIN -a' / Iw / � / la! ! 1 / / I 1 / II, W � 7 ¢ FF yy g � ggxayy Z a a a ;= I 1 1 I 11 11 f d f� i }F LIM z U U W I'; N a z o Q � U o � c� z a &7g�gd g errc J N^ N a a s z of x' A a W N Z 0 Ld W J O R � CE CL C 2 � F— LLI Fn O CO W ® N 6F- O V Q W 0 g cn cn �Lto 00� aZ- A n o z W� OZ z n �z� w zZ WR r �: O o A d O V Q W 0 g cn cn �Lto 00� aZ- A n o z W� OZ z n �z� w zZ WR r �: n.q4 .101 t, ... nW 'OT Lm: bC,\ bw \i9%', \11Jn1'\ftJJMbaWT100•J1a s yQ@Q Ep3 f Sl „ dd e ey 88yy a a sy re�F ! Y � CL 1,11i 1Rya3 as n� as 3063M.1 g Z < eYIl' $ z ° �`� et a� alb =ca m 9 we s W a JO P tl �y "< qtl W ,av3svw H w ?� ya �. y< yygg rsgW as ? iy' 3= a� c z a 'a yobs q e$e3 $a= „�g $ e e ° g ga jai z a az s a_ q`6 $:ty yep i q g YEa t .� o= u3no. zo tlgYeaa;s9 s 7n[ W ya1 8 s W n n' btl b 6 7t3 Y q: a U Q': R y Q ° �I 4 a g§ �� 3 a4 .b �< y i q �Fp y ¢ ' I!s SO z sy< :' iv aas •o... a 7 35 z qq W jG: gaagpyyyp b �. b r y ¢i rJ A �rc O O V N A • A r n ! a_~ VI 6 ZA i ritl5� a ha �P ( Sgmm b o = O o w a s M x a W V) a x Z LLI Ono CLC Fit ~ f ♦^ » W 1N3W35tl3 W 3tJVNIVNO OZ 3 cr lyiz o o s $ — O c ;2 W N O / = Oa 2 2 W d H � ��• $j� `� CNUpin C 2 1$ ` gbg h Sb $ O CE CE a. U Oggc- � Mw 10; a vC � I J H Z pQ W LLI z W c3 �f$� w d Z d z z 9 x U �Q S Ir se aAYM tow /to orn iiiSSS z $ S Q Q Q � ' gg ig Z Lg - Fy n a � a a Q 11 I \ \ \ \ ar — � J I\ W >1 Z a m I\\`/ J� O Fz W 0 N v ZI ad °I� 4 WIS Z U) 55 m ~ UJ U QJ o� W r7 �s Z m O g O J W Z O 0- V V N N 2 r 6_ Z US `an m ZmOZ m U E GF O. Z� ` a wO1� 'o m U r J O On a U W 7 ? I\\`/ J� O Fz W 0 N v ZI ad °I� 4 WIS Z U) 55 m t 8 SSU E I , ;I I ~ UJ U QJ o� ,L z U Qw O 6 d O J W Z O w W N N J z I> LL U J ` a wO1� � U JIn In O F— 4h Z U Z d �r2�8 e a V O 2 Z 40 =9nim y I KU �g M W M s N �^ m = > o LLJ o LU d `< Cl) �/, t 8 SSU E I , ;I I W UJ U) QJ o� ,L z S C Qw O 6 d x m LLJ 0 J J LL U J ` a wO1� rP�an W JIn In � F— Ld F- ZO Z CO Q +�K4�Li a V O 2 Z a x m �g Z W L. o r Y� I10 LLJ o LU d Cl) �/, U- LLJ F- t8l`0 " Z t 8 SSU E I , ;I I W QJ o� S C O 6 d x m 0. J U Z9 *N a wO1� rP�an W JIn In � F 31 W J ZO Z O 9etl +�K4�Li a V O 2 Z a x F7 �NM L. Y� I10 V8P�� a �Nn d t8l`0 " 1.15, ow _ o a LA- <a 9L6Z I' Z9Z1 UN,-? SOS" t 8 SSU E I , ;I I i W QJ o� S C O 0. J U u 2 � W JIn In F 31 W J ZO Z O Qw F Z m CD a V O 2 Z mZm Z i -- 1='Z, W °u bV ZARYOC I\ b .V\RWC, \iZMl1SaJ]'ObrAin110RrY\ e �I 0 d - A 2 g ( 9yy a $ 3 I yy5l S �J _: N J Z O W W C ` m c o I <$ _ y <y O s ic z a �8 f `•2 ail kH9g all-gad , "$yg � �a'�g' I§ 83 bM ntl ai eE"{s �sfi jigs mm ° L iy qpq qq DD1I `HL a �� F IIIJI Sb Y • .` —� •�••✓5 g` s T a �8 � y ° g $o a 4 c N o� �y� y, N �t $ 4 gy y tl4 Q W / : 2 $ in W D Al � S' ac p ep � A OPP 0.cai � UZ m 4M j s s 6 all 6 -f �y e�ga N C To z .1 C Ewe, p / — LU i- y 'HB5f ° efi$ 5� w LS$5K8 3 a>6a y 3F os ; IF gj 8 R.. �.s3R j.2 N' n ° AN y I§e 8�� n � k� R �cr Q to � !� y i H8� 5� ?15 DIPg gig ; gig �3 "N S� gtRf S�9i �8i8� b$ �� _ `$� Z p L V p p p 3 [1.^6.'1 Of 0 �yIfi 21�g Yg� i �/ yH� $$. K �G bB Z3 g HR 6� Et CL @a Il.lp� (n } �'� tJ La `►- Iii '<' .d7g p �!i d� Raa bR�t�iS � y 3$� 8988 Re 'W aLC� 7�y�. s g `8 m R i s et '9pptp a �y Yt s z $$ 8<; bi4 8e y6 p$ g I N ? NA •A dnd° 3 7L8 a� tl N 1'ii �l O O Ili LLJ SR o 4$ Cc=), P arY ? ill �9$ > p CL _i� "- y i� E R a 1-2 111 � 5 a =• �� � p 6�� a 511,14 g�� e � :.aQ.r e N ° � RIP[ fi �3 H p tle il— 8 R59 gb��t L'b E� "r_< 8 S : i W d r F PH ,11¢ � 6 g$ -1 z �fiiHY ; p g 1 W as t'6 ivg Z n° � ccp` fin_ `W = a 'HH b X99 a_ 99 i Z a y Z Z :�•. W m >V u S99 4 Rq a p ap "gy8� W :£a$a ggppp YY lal r'�S 999 a y7p8 $ pp m tle - $6YE a ';89i c.g9� ` ;99%9 a '.� Sa a i z Z O 3 ��° 4 " a H� SR 9 oaf Z .� ids `ear `a O ��a U Ig p� b> 4$1x g 39118 S a b y >; e yy - Sb p e� l[ o p a k3y8 $ b 4Rg�8 g p a �a,.,.,,o•`• ■- C7 I i 11 1 1 11 ' vW, r! 11�a $$� 3�F �, � $ � 9 U 6 a 1 Y� B9 MR tl a e b W� IL S es N 8 y61� F W _Z S U Q °w Y U Q U Z Z z Li S 0 D 0 w w U Q LL q; y h a1? a a� =P vwi FS big 3 emg ° a ur a 9 b CR X? % a € 2hs 1� a z p p 6�b8 egg at gig s , jig gr'v'baI s@$$ ¢�;e �- 8 Z1 UN oZ It I .F if Qa r, a Q H 4 a -0t r r �e m t, 0 o� Y" i ki 3� i m.� � bP� 3 g a Y x2p e2 Ili �e Iaa #s§Ij�ky I Clp � Yh Ua >a @Y� Sg A g`Q R; l ��" 9s° 3' 131 A _ 11, 6F pas$ z r°s r@r U12.{a ` NO-1 p s iLR$Y2 qqn Ng i W (n XF MS a z m �L Q z w l W LLI vY °i Of Of 'a 4 e lox HIS �s k� o 4A d Br C4 z o 0 U Z W H Z w Ld J N z Q o Z in o J a � U L i a ffd�c�d a 0 A i o ' E 3 Iaa #s§Ij�ky I Clp � Yh Ua >a @Y� Sg A g`Q R; l ��" 9s° 3' 131 A _ 11, pas$ z r°s r@r U12.{a ` NO-1 p s iLR$Y2 qqn Ng i W (n XF MS a z m �L Q z w `�3 W LLI a S Of Of 'a 4 = cr gg yy E 7 CO w F- Wc G U- $ a Iaa #s§Ij�ky I Clp � Yh Ua >a @Y� Sg A g`Q R; l ��" 9s° 3' 131 A _ 11, pas$ z r°s r@r U12.{a ` NO-1 p 3kp iLR$Y2 qqn Ng i Q Ad ;s 2 IN gg9 a k z9 a� N 053` Z In O Q o A 3 0 = €<gagi5 ZZW a"gxg1. � �f'?4b W 00 bole g° k Asa I 95-3 n -a ; 3C v 4� NI d- N n Y- �, 7 <9h94 � z a €g 111 �a W F kc a J d aJ ° Z Qcr An W �r '11j z� m bpsg i s °! z m T It! k a� a is w N u G 4 k o 0 = VIA z a =" @i HA .1h$�� �Z'� R 3g �S3 p1 � M. 104. qp �ff�n��phg4 `� � e � E�h eyT i ,lf3i °•e r. F I�ska kk= �wagsg�ga5sb��agp a� ��W i3 n0 ar F w w N �> W 3 0 z <zU 4 . CNN O O W n W J�Ja° nla N2 mwa° n u WI W g o al o a m of 'S z a =W �� Z M;m W<o V�W PS5 zNO \li az� F Wy, �IOZ W 3> K 00' pp u $n0 NO0 mom 0LAo �m< w <r z � fi F W Lit N �> X ; W o °sue o'g ci $FZ LoaW¢ O a S .o a W j^ U J 7 r � W Win N < sL°.,s I m° �um z Q � 3 rN �I = N of N W Y 0 8�N O =I o m ZI p z ,(F: W 2 co N �r �o n n ,8N < W w W mV ZYa Z N K eve, U Z 220 0 Z i W� W U j mW�ZGo UONFarR< s� i q O ei� >m axo 6 .I Z O�Naa zaorc (L U CL � F �g 'I o l ithkl s" �� SL h / y v E as big , l/ WJJ w / V O Z I e `z Ohs I \ I I I iI —t LL Li I 7uive I I II I X I I � I 1 I I I I I I I I �1 a� ��W i3 n0 ar F w w N �> W 3 0 z <zU 4 . CNN O O W n W J�Ja° nla N2 mwa° n u WI W g o al o a m of 'S z a =W �� Z M;m W<o V�W PS5 zNO \li az� F Wy, �IOZ W 3> K 00' pp u $n0 NO0 mom 0LAo �m< w <r z � fi F W Lit N �> X ; W o °sue o'g ci $FZ LoaW¢ O a S .o a W j^ U J 7 r � W Win N < sL°.,s I m° �um z Q � 3 rN �I = N of N W Y 0 8�N O =I o m ZI p z ,(F: W 2 co N �r �o n n ,8N < W w W mV ZYa Z N K E -k E�J �86 IIE its §ya8 �Y ,T 1 1 1 d Im k - ------- i- - - - - -- m aye � x a n� a a Iz o Z U V1 H (A Z W N `.J eve, U Z 220 0 Z i W� W U j ate° e s� i .I Z .d a/ 'I o ? ,I v z ,I i WJJ w / V O Z e `z Ohs E -k E�J �86 IIE its §ya8 �Y ,T 1 1 1 d Im k - ------- i- - - - - -- m aye � x a n� a a Iz o Z U V1 H (A Z W N `.J m N a � a p Y N rn z F W� W V) W a Ld Ld (f) o CL `2 Y. F- f�^ //Ca a: r� 0 V) m 01 VJ W/� Q cr \Q Lai O^ Q�-� F$ col S 3-11 �qs W n o N v U � W z W� JN Lr as C9 LLJZ K �n mZ W N- U U d 2 = z 8 m�:3 0 �o 7: Z 0 e s� i O Z o ? v z a m N a � a p Y N rn z F W� W V) W a Ld Ld (f) o CL `2 Y. F- f�^ //Ca a: r� 0 V) m 01 VJ W/� Q cr \Q Lai O^ Q�-� F$ col S 3-11 �qs W n o N v U � W z W� JN Lr as C9 LLJZ K �n mZ W N- U U d 2 = z 8 m�:3 0 �o 7: z Ln 0 m r , w FU) V O � I °_ u �, ��� cr O u N o I O '5 W z O W u r� r� n U _a v+ N U p 0-.L m s Z W _ v ! � � Yv o -1 V I > C ova i� ® W J Ng E do, O C Ow O-� Z G >, o +� ® a In > °' It � � 0 �- N om O s $ IA 6 I rl i i I / / / / �• r z Pol z aN II If / / / Q m ) I lilt! VI 1 �/ O I I / / I I I /•• / / II / I 11 UO- Al /I�.tla^ I II � 11 I 1 II 11 = O� / I oil, V LO III 43- III \ \+ ". /��� / I I\ 4g� 1 Lu I I 9 /c -9 /c „ I f\ �� I / I \ I� z U. LL LU11 g I I n �� / f I 3 et • ~~ �f a _'`` 4a II of i I _ �. -rte ` i• I / i P / 11 1 d � ii li z low \ ci t /. / II III I v / I I S W ao I I I W It , II II / II II II II I I II n u n II II II II v It , II II / II II II II I I II J II II II LLJ� -I I II NI p 11 II / II II i II 50, /W II li I II II / 11 I I /II II II II II II I „ II ,II l II I I II II II II II II II 45' B /C -8 /C II II II I'1 II „ 11 " II II II II ICI II 11 II II II II II II II W � II II II I 1 II II II „ II II II II II v1 i II ICI i � x II Ipl � 110 al I0 SAP Win 37'1551 Cra II a— ii / 11 II II � II II 11 II „ II II II II II II 11 � II 11 11 < II II II II II II II II 11 11 11 II II II w N y (A l,w ow, , N Z J p p N t m�N Z Z0� w zZ Z Y 2 K- in 0 w � 1 N Ci I / I 1 I I I I � I 1 ! 1 11 1 11 1\ I I I I � I\ I 0. O a� \ I II p Inl � II � 11 � CN ow N / �03ZZZ�n C.) z I ( O Q N L O Q C m L c: o w � Q oTom 0 z w y �21MO M 0. U �FN N Z yN (Y)M aG � oz .4 0 a LS��R P / I IM U e i tLdN ZOU)� 1 / I � U) / 0,� � M O m mM,l 0- C-4 t I / M / l / 0 pp0. W / a / � I d/ m x w Z O 4. W W YV aZ J Z' O to 0 W 0 Y Q a s e e�w N LU LL LL LU 0 Yralli Z LU Z t I / M / l / 0 pp0. W / a / � I d/ m x w Z O 4. W W YV aZ J Z' O to 0 W 0 Y Q a s e e�w N LU LL LL LU 0 Yralli Z LU � I d/ m x w Z O 4. W W YV aZ J Z' O to 0 W 0 Y Q a s e e�w N LU LL LL LU 0 Yralli Z LU