Loading...
HomeMy WebLinkAbout20120659 Ver 1_Application_20120705i STATE OF NORTH CAROLINA o DSq �� U12 DEPARTMENT OF TRANSPORTATION 6W�q1'8'? BEVERLY EAVES PERDUE EUGENE A (tNTI JR GOVERNOR SECRETARY June 26 2012 U S Army Corps of Engineers Regulatory Field Office 3331 Heritage Trade Drive, Suite 105 Wake Forest NC 27587 ATTN Mr John T Thomas Jr NCDOT Coordinator Dear Sir 120659 Subject Application for Section 404 Nationwide Permits 23 and 13 and Section 401 Water Quality Certification for the replacement of Bridge No 15 over Little Yadkin River on SR 1604 (Spainhour Mill Road) in Forsyth County, Federal Aid Project No BRZ- 1604(4), Division 9 T I P No B -4744 Debit $240 00 from WBS No 38517 1 1 The North Carolina Department of Transportation ( NCDOT) proposes to replace bridge No 15 over Little Yadkin Road on SR 1604 (Spainhour Mill Road) in Forsyth County An onsite detour located west of existing bridge will be used There will be 423 feet of permanent stream impacts due to replacement of the bridge and associated roadfill Bank stabilization accounts for 21 linear feet of stream impacts requiring no mitigation whereas the remaining 402 linear feet of stream impacts (two streams each at 215 feet and 187 feet respectively) will require mrttgation at 1 1 ratio Please see the enclosed copies of the Pre Construction Notification (PCN), USACE Jurisdictional Determination Letter Ecosystem Enhancement Program (EEP) letter, stormwater management plan, permit drawings, and design plans for the above - referenced project The Categorical Exclusion (CE) for this project was completed in March 2010 Additional copies are available upon request This project let date for the project is February 19, 2013 with a review date of December 17, 2012 However the let date may advance as additional funds become available MAILING ADDRESS NC DEPARTMENT OF TRANSPORTATION TELEPHONE 919 707 6000 LOCATION PROJECT DEVELOPMENT AND ENVIRONMENTAL ANALYSIS Century Center Building B NATURAL ENVIRONMENT UNIT FAX 919 212 5785 1020 Birch Ridge Drive 1598 MAIL SERVICE CENTER Raleigh NC 27610 RALEIGH NC 27699 1598 WEBSITE WWW NCDOT ORG A copy of this permit application will be posted on the NCDOT Website at http / /www ncdot ory./doh/preconstruct/pe /neu/permrt html Thank you for your assistance with this project If you have any questions or need additional information please contact Greg Price at gwpnce @ncdot gov or (919) 707 6148 Sincerely, Gregory J Thorpe, Ph D , Manager Project Development and Environmental Analysis Unit cc NCDOT Permit Application Standard Distribution List B 4744 Permit Application Page 2 of 2 i • W AT � O�O� �? r O 'C Office Use Only Corps action ID no DWQ project no Form Version 1 3 Dec 10 2008 Pre - Construction Notification (PCN) Form A Applicant Information 1 Processing la Type(s) of approval sought from the Corps ®Section 404 Permit El Section 10 Permit lb Specify Nationwide Permit (NWP) number 23 and 13 or General Permit (GP) number 1c Has the NWP or GP number been verified by the Corps? ❑ Yes ® No 1 d Type(s) of approval sought from the DWQ (check all that apply) ® 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 ® 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 ❑ No 1g Is the project located in any of NC s twenty coastal counties If yes answer 1 h below ❑ Yes ® No 1h Is the project located within a NC DCM Area of Environmental Concern (AEC) ❑ Yes ® No 2 Project Information 2a Name of project Replacement of Bridge No 15 on SR 1604 (Spainhour Mill Road) over Little Yadkin River 2b County Forsyth 2c Nearest municipality / town King 2d Subdivision name not applicable 2e NCDOT only T I P or state project no B 4744 3 Owner Information 3a Name(s) on Recorded Deed North Carolina Department of Transportation 3b Deed Book and Page No not applicable 3c Responsible Party (for LLC if applicable) not applicable 3d Street address 1598 Mail Service Center 3e City state zip Raleigh NC 27699 1598 3f Telephone no (919) 707 6148 3g Fax no (919) 212 5785 3h Email address gwpnce @ncdot gov 4 Applicant Information (if different from owner) 4a Applicant is ❑ Agent ❑ Other specify 4b Name not applicable 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 not applicable 5b Business name (if applicable) 5c Street address M 5d City state zip 5e Telephone no 5f Fax no 5g Email address B Project Information and Prior Project History 1 Property Identification la Property identification no (tax PIN or parcel ID) not applicable 1 b Site coordinates (in decimal degrees) Latitude 36 255996 Longitude 80 442683 (DD DDDDDD) (DD DDDDDD) 1 c Property size 4 5 acres 2 Surface Waters 2a Name of nearest body of water (stream river etc ) to Little Yadkin River proposed project 2b Water Quality Classification of nearest receiving water WS IV 2c River basin Yadkin 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 Land use in the project vicinity is primanly agriculture interspersed with residential development and forestland 3b List the total estimated acreage of all existing wetlands on the property No wetlands on property 3c List the total estimated linear feet of all existing streams (intermittent and perennial) on the property 520 3d Explain the purpose of the proposed project To replace a structurally deficient bridge 3e Describe the overall project in detail including the type of equipment to be used The project involves replacing a 3 span 136 foot bridge with a 3 span 177 5 foot bridge on the existing bridge location with an onsite detour The new bridge will be of sufficient width to provide for two 10 foot lanes with 4 foot offsets on each side The existing roadway will be widened to provide two 10 foot lanes with 6 foot shoulders (4 feet paved) on each side to accommodate bicycles Standard road budding equipment such as trucks dozers and cranes will be used 4 Jurisdictional Determinations 4a Have jurisdictional wetland or stream determinations by the Corps or State been requested or obtained for this property / ® Yes ❑ No ❑ Unknown project (including all prior phases) in the past? Comments 1 perennial stream 2 intermittent streams 4b If the Corps made the jurisdictional determination what type ❑ Preliminary ® Final of determination was made? 4c If yes who delineated the jurisdictional areas? Agency /Consultant Company NCDOT Name (if known) Greg Price Other 4d If yes list the dates of the Corps jurisdictional determinations or State determinations and attach documentation September 14 2011 5 Project History 5a Have permits or certifications been requested or obtained for ❑ Yes ® No ❑ Unknown this project (including all prior phases) in the past? 5b If yes explain in detail according to help file instructions 6 Future Project Plans 6a Is this a phased project? ❑ Yes ® No 6b If yes explain C Proposed Impacts Inventory 1 Impacts Summary 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 2b 2c 2d 2e 2f Wetland impact Type of jurisdiction number — Type of impact Type of wetland Forested (Corps 404 10 Area of impact Permanent (P) or (if known) DWQ — non 404 other) (acres) Temporary ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ ❑ P ❑ T ❑ Yes ❑ Corps ❑ No ❑ DWQ 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 Type of Average Impact length number (PER) or jurisdiction stream (linear feet) Permanent (P) or intermittent (Corps 404 10 width Temporary (T) (INT)? DWQ — non -404 (feet) other) Site 1 ® P ❑ T Bank stabilization Little Yadkin River ® PER ❑ INT ® Corps ❑ DWQ 45 7 Site 2 ® P ❑ T Bank stabilization Little Yadkin River ® PER ❑ INT ® Corps ❑ DWQ 45 7 Site 3 ® P ❑ T Bank stabilization Little Yadkin River ® PER ❑ INT ® Corps ❑ DWQ 45 7 Site 4 ® P ❑ T Roadway fill UT to Little Yadkin River ❑ PER ® INT ® Corps ❑ DWQ 1 5 215 Site 5 ® P ❑ T Roadway fill UT to Little Yadkin ❑ PER ® Corps 3 187 River ® INT ❑ DWQ 3h Total stream and tributary impacts 423 Perm 31 Comments 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 indiv ually list all open water impacts below 4a 4b 4c 4d 4e Open water Name of impact number — waterbody Type of impact Waterbody type Area of impact (acres) Permanent (P) or (if applicable) Temporary T 01 ❑P ❑T 02 ❑P ❑T 03 ❑P ❑T 04 ❑P ❑T 4f Total open water impacts X Permanent X Temporary 4g Comments 5 Pond or Lake Construction If pond or lake construction proposed then complete the chart below 5a 5b 5c 5d 5e Wetland Impacts (acres) Stream Impacts (feet) Upland Pond ID Proposed use or (acres) number purpose of pond Excavat Flooded Filled ed Flooded Filled Excavated Flooded P1 P2 5f Total 5g Comments 5h Is a dam high hazard permit required ❑ Yes ❑ 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 ❑ Neuse ❑ Tar Pamlico ❑ Other Project is in which protected basin? ❑ Catawba ❑ Randleman 6b 6c 6d 6e 6f 6g Buffer impact number — Reason for impact Buffer Zone 1 impact Zone 2 impact Permanent (P) or Stream name mitigation (square feet) (square feet) Temporary required? 131 ❑P ❑T El Yes ❑ No B2 ❑P ❑T ❑Yes ❑ No B3 ❑ PEI T El Yes ❑ No 6h Total buffer impacts 61 Comments D Impact Justification and Mitigation 1 Avoidance and Minimization 1a Specifically describe measures taken to avoid or minimize the proposed impacts in designing project The proposed bridge replacement will take place on existing alignment and is longer completely spanning Little Yadkin River The number of bents in water will be reduced from 2 bents to 0 bents Temporary access in Little Yadkin River is not necessary to remove existing bridge or to construct the proposed bridge 1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques NCDOT will use Best Management Practices for Bridge Demolition and Removal as well as Best Management Practices for the Protection of Surface Waters 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 ❑ No If no explain 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 ® Payment to in lieu fee program ❑ Permittee Responsible Mitigation 3 Complete if Using a Mitigation Bank 3a Name of Mitigation Bank not applicable 3b Credits Purchased (attach receipt and letter) Type 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 402 linear feet at 1 1 mitigation ratio per discussion with USACE from JD visit 4c If using stream mitigation stream temperature ® warm ❑ cool ❑cold 4d Buffer mitigation requested (DWQ only) 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 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 E Stormwater Management and Diffuse Flow 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? 1 b If yes then is a diffuse flow plan included? If not explain why ❑ Yes ❑ No Comments 2 Stormwater Management Plan 2a What is the overall percent imperviousness of this project? N/A 2b Does this project require a Stormwater Management Plan? ® Yes ❑ No 2c If this project DOES NOT require a Stormwater Management Plan explain why 2d If this project DOES require a Stormwater Management Plan then provide a brief narrative description of the plan See attached permit drawings ❑ Certified Local Government 2e Who will be responsible for the review of the Stormwater Management Plan? ❑ DWQ Stormwater Program ® DWQ 401 Unit 3 Certified Local Government Stormwater Review 3a In which local government s jurisdiction is this project? not applicable ❑ Phase II ❑ NSW 3b Which of the following locally implemented stormwater management programs ❑ 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 4a Which of the following state implemented stormwater management programs apply ❑ HQW (check all that apply) ❑ ORW ❑ 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 5a Does the Stormwater Management Plan meet the appropriate requirements? ❑ Yes ❑ No N/A 5b Have all of the 401 Unit submittal requirements been met? ❑ Yes ❑ No N/A F Supplementary Information 1 Environmental Documentation (DWQ Requirement) la Does the project involve an expenditure of public (federal /state /local) funds or the ® Yes ❑ No use of public (federal /state) land? 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 ® Yes ❑ No (North Carolina) Environmental Policy Act (NEPA/SEPA)? 1 c 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 ® 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 ❑ Yes additional development which could impact nearby downstream water quality? ® 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 narrative description Due to the minimal transportation impact resulting from this bridge replacement this project will neither influence nearby land uses nor stimulate growth Therefore a detailed indirect or cumulative effects study will not be necessary 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 not applicable 11111 5 Endangered Species and Designated Critical Habitat (Corps Requirement) 5a WIII 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? No habitat for any of the listed species El Raleigh 5c If yes indicate the USFWS Field Office you have contacted ❑ Asheville 5d What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical Habitat? USFWS county list and NCNHP database along with field surveys 6 Essential Fish Habitat (Corps Requirement) 6a WIII this project occur in or near an area designated as essential fish habitats ❑ Yes ® No 6b What data sources did you use to determine whether your site would impact Essential Fish Habitat? NMFS County Index 7 Historic or Prehistoric Cultural Resources (Corps Requirement) 7a WIII 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? NEPA Documentation 8 Flood Zone Designation (Corps Requirement) 8a WIII this project occur In a FEMA designated 100 year floodplain? ❑ Yes ® No 8b If yes explain how project meets FEMA requirements NCDOT Hydraulics Unit coordination with FEMA 8c What source(s) did you use to make the floodplain determination? FEMA Maps 6 z� Dr Grew J Thorpe, PhD Date Applicant/Agent s Printed Name Al!iblicantVgent s Signature (Agent s signature is valid only if an authorization letter from the applicant is provided 11 I& Ft at - - It WILMINGTON DISTRICT oibr 7 � C;'yJJ Action Id 201101703 County Forsyth U S G S Quad Pinna le DIVISI i J' lkjhk�' NOTIFICATION OF JURISDICTIONAL DETERMINAT & OFFICE U� tin I"441 ` Property Owner /Agent Greg Price Address NC DOT 1598 Mail Service Center Raleigh, NC 27699 -1598 Telephone No 919 715 7217 Property description Size (acres) Nearest Town King Nearest Waterway Little Yadkin River River Basin Yadkin River USGS HUC 03040101 Coordinates N 36 2558419 W 80 4428897 Location description Bridge #15 on SR 1604 adiacent to Little Yadkin River, west of King, in Forsyth County, North Carolina TIP B 4744 Indicate Which of the Following Apply A Preliminary Determination _ Based on preliminary information, there may be wetlands on the above described property We strongly suggest you have this property inspected to determine the extent of Department of the Army (DA) jurisdiction To be considered final a jurisdictional determination must be verified by the Corps This prelimmary determination is not an appealable action under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 33 1) B Approved Determination _ There are Navigable Waters of the United States within the above described property subject to the permit requirements of Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of tlus notification. X There are waters of the U S including wetlands on the above described project area subject to the permit requirements of Section 404 of the Clean Water Act (CWA)(33 USC § 1344) Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification _ We strongly suggest you have the wetlands on your property delineated Due to the size of your property and/or our present workloau the Corps may not be able to accomplish this wetland delineation in a timely m..nner For a more timely delineation you may wish to obtain a consultant To be considered final any delineation must be verified by the Corps X The waters of the U S including wetland on your project area have been delineated and the delineation has been verified by the Corps We strongly suggest you have this delineation surveyed Upon completion, this survey should be reviewed and verified by the Corps Once verified this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided there is no change in the law or our published regulations may be relied upon for a period not to exceed five years _ The wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the Corps Regulatory Official identified below on Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification There are no waters of the U S to include wetlands present on the above described property which are subject to the permit requirements of Section 404 of the Clean Water Act (33 USC 1344) Unless there is a change in the law or our published regulations this determination may be relied upon for a period not to exceed five years from the date of this notification _ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA) You should contact the Division of Coastal Management in Washington NC at (252) 946 6481 to determine their requirements Page 1 of 2 Action - Placement of dredged or fill material within waters of the US and/or wetlands without a Department of the Army permit may constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311) If you have any questions regarding this determination and/or the Corps regulatory program, please contact John Thomas at 919 5544884 ext 25 C Basis For Determination Stream channels within your project site which are tributaries of Little Yadkin River which flows into the Yadlan River and the Atlantic Ocean D Remarks E Appeals Information (This information applies only to approved ,jurisdictional determinations as indicated in B above) This correspondence constitutes an approved jurisdictional determination for the above described site If you object to this determination, you may request an administrative appeal under Corps regulations at 33 CFR part 331 Enclosed you will find a Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form If you request to appeal this determination you must submit a completed RFA form to the following address District Engineer Wilmington Regulatory Division Attu Jean Grabby Project Manager Raleigh Regulatory Field Office 3331 Heritage Trade Drive Suite 105 Wake Forest North Carolina 27587 In order for an RFA to be accepted by the Corps the Corps must determine that it is complete that it meets the criteria for appeal under 33 CFR part 3315 and that it has been received by the District Office within 60 days of the date of the NAP Should you decide to submit an RFA form, it must be received at the above address by November 14, 2011 * *It is not necessary to submit an RFA f to the District Office if you do not object to the determination in this correspondence ** Corps Regulatory Official Date 09/14/2011 Expiration Date 09/14/2016 The Wilmington District is committed to providing the highest level of support to the public To help us ensure we continue to do so please complete she Customer Satisfaction Survey located at our website at http //regulatory usacesurvev com/ to complete the survey online Copy furnished Page 2 of 2 Applicant NC DOT / Greg Price/ B -4744 101703 File Number SAW 2011 Date September 14 2011 Attached is I See Section below I F1 INITIAL PROFFERED PERMIT (Standard Permit or Letter of I A PROFFERED PERMIT Standard Permit or Letter of permission) B PERMIT DENIAL C APPROVED JURISDICTIONAL DETERMINATION D PRELIMINARY JURISDICTIONAL DETERMINATION E A IMTML PROFFERED PERMIT You may accept or object to the permit • ACCEPT If you received a Standard Permit you may sign the permit document and return it to the district engineer for final authorization. If you received a Letter of Permission (LOP) you may accept the LOP and your work is authorized Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety and waive all rights to appeal the permit, including its terms and conditions and approved jurisdictional determinations associated with the permit • OBJECT If you object to the permit (Standard or LOP) because of certain terms and conditions therem, you may request that the permit be modified accordingly You must complete Section II of this form and return the form to the district engineer Your objections must be received by the district engineer within 60 days of the date of this notice or you will forfeit your right to appeal the pernut in the future Upon receipt of your letter the district engineer will evaluate your objections and may (a) modify the permit to address all of your concerns (b) modify the permit to address some of your objections or (c) not modify the permit having determined that the permit should be issued as previously written. After evaluating your objections the district engineer will send you a proffered permit for your reconsideration, as indicated in Section B below B PROFFERED PERMIT You may accept or appeal the permit • ACCEPT If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final authorization If you received a Letter of Permission (LOP) you may accept the LOP and your work is authorized Your signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety and waive all rights to appeal the permit, including its terms and conditions and approved jurisdictional determinations associated with the permit • APPEAL If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein, you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of this form and sending the form to the division engineer This form must be received by the division engineer within 60 days of the date of thins notice C PERMIT DENIAL You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by completing Section Hof this form and sending the form to the division engineer This form must be received by the division engineer within 60 days of the date of this notice D APPROVED JURISDICTIONAL DETERMINATION You may accept or appeal the approved JD or provide new information • ACCEPT You do not need to notify the Corps to accept an approved JD Failure to notify the Corps within 60 days of the date of this notice means that you accept the approved JD in its entirety and waive all rights to appeal the approved JD • APPEAL If you disagree with the approved JD you may appeal the approved JD under the Corps of Engineers Administrative Appeal Process by completing Section Hof this form and sending the form to the district engineer This form must be received by the division engineer within 60 days of the date of this notice E PRELIMINARY JURISDICTIONAL DETERMINATION You do not need to respond to the Corps regarding the preliminary JD The Preliminary JD is not appealable If you wish, you may request an approved JD (which may be appealed), by contacting the Corps distract for further instruction Also you may provide new information for further consideration by the Corps to reevaluate the JD REASONS FOR APPEAL OR OBJECTIONS (Describe your reasons for appealing the decision or your objections to an initial proffered permit in clear concise statements You may attach additional information to this form to clarify where your reasons or objections are addressed in the administrative record ) ADDITIONAL INFORMATION The appeal is limited to a review of the administrative record, the Corps memorandum for the record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to clarify the administrative record Neither the appellant nor the Corps may add new information or analyses to the record However, you may provide additional information to clarify the location of information that is already in the administrative record If you have questions regarding this decision If you only have questions regarding the appeal process you and/or the appeal process you may contact may also contact John Thomas @ 919 554 -4884 ext 25 Mr Mike Bell Admimsh-ative Appeal Review Officer CESAD- ET -CO -R U S Army Corps of Engineers, South Atlantic Division 60 Forsyth Street, Room 9M15 Atlanta, Georgia 30303 -8801 RIGHT OF ENTRY Your signature below grants the right of entry to Corps of Engineers personnel, and any government consultants, to conduct investigations of the project site during the course of the appeal process You will be provided a 15 day notice of any site investigation, and will have the opportunity to participate in all site Date of appellant or Telephone number For appeals on Initial Proffered Permits and approved Jurisdictional Determinations send this form to District Engineer, Wilmington Regulatory Division, Attu Jean Gibby, Protect Manager, Raleigh Regulatory Field Office, 3331 Heritage Trade Drive, Suite 105, Raleigh, North Carolina 27587 For Permit denials and Proffered Permits send this form to Division Engineer, Commander, U S Army Engineer Division, South Atlantic, Attn Mr Mike Bell, Administrative Appeal Officer, CESAD-ET-CO-R, 60 Forsyth Street, Room 9M15, Atlanta, Georgia 30303 -8801 W 001111M.— PROGRAM June 7 2012 Mr Gregory J Thorpe PhD Manager Project Development and Environmental Analysis Unit North Carolina Department of Transportation 1548 Mail Service Center Raleigh North Carolina 27699 1548 Dear Dr Thorpe Subject EEP Mitigation Acceptance Letter B 4744, Replace Bridge Number IS on SR 1604 over the Little Yadkin River Forsyth County The purpose of this letter is to notify you that the Ecosystem Enhancement Program (EEP) will provide the compensatory stream mitigation for the subject project Based on the information supplied by you on June 5 2012 the impacts are located in CU 03040101 of the Yadkin River basin in the Central Piedmont (CP) Eco Region and are as follows Yadkin Stream Wetlands Buffer (Sq Ft ) 03CP101 Non Coastal Cold Cool Warm Riparian Ri avian Marsh Zone 1 Zone 2 Impacts 0 0 402 0 0 0 0 0 feettacres) This impact and associated mitigation need were under projected by the NCDOT in the 2012 impact data EEP will commit to implement sufficient compensatory stream mitigation credits to offset the impacts associated with this project as determined by the regulatory agencies using the delivery timeline listed in Section F 3 c in of the N C Department of Environment and Natural Resources Ecosystem Enhancement Program In Lieu Fee Instrument dated July 28 2010 If the above referenced impact amounts are revised then this mitigation acceptance letter will no longer be valid and a new mitigation acceptance letter will be required from EEP 1929 If you have any questions or need additional information please contact Ms Beth Harmon at 919 715 Sincerely Micha Ilison EEP Deputy Director r i cc Mr John Thomas USACE — Raleigh Regulatory Field Office Mr David Wainwright Division of Water Quality Wetlands/401 Unit File B 4744 N Rmbr' Pro Our _Mz& North Carolina Ecosystem Enhancement Program 1652 Mail Service Center Raleigh NC 27699 1652 / 919 715 0476 / www nceep net o w c a 0 c ErCDq z��cac�v v e'o e°o 13 c= a 3 �' a p a !3 fp a y w CO) A w Z s p$ ' U2 c c ae ''o n W a v o o a n v o `° N c �' 7° 3= m c� d o 3 o rA w o c a v o w 3 3 3 Cl z _ 0 D. rA w a 3 ' ei � P m n S 1�1 ro � a n d () Ip < a 06 0 97 �c y i 3 �+7 a cwn ' i�w > > 0 a 3 IN x 7 W Cr 7i '� A cr 0 n o ~ O. n .. 0 w c C� 2 a I 0 o $ m o CL NO 3 w w .Z7 7 ° 7 o o a 0 7 °' N w j -n -i -4 Co rn a ° m w "'tt °0 a 0 N Fi m w ° �, N p N 0 • a w o ° 'moo o C m m m w3 w w aT S >> °° m c c 6 o o 7 N 0 N 0 aj N Vl w ° t n c r �' w C j $ = ® C ? w CL o. °' co s a� Q w m w m 0� m ° u 3� o a o a CO a w .. o � s = m �' B �� o = O z0 vvo a ° °c o' a 'n m �, , v,pc� *= 3 a ° m c ` ai 0 ' �' ' 43 SP ., - G w 3' ct C W cr 5 C 7 a0 y� — 'o >K w m � r r � � 1! ti, W + w� + 00 o CL 7 o CA) 0 0 C CD n a m C- i vi °c w -1 N ° a ? 1p N n w w m 0 0 � a o I I (A «� j $ § / � �■ ƒ � lw EL IMA I CO) zz _ « >§ J k_ % � �� I ■ �© $i% m �I � J CL CA cr 0 � 0 �\ _ E & � 4 � — - g m \A a cc 4 : #� > A-i , ■ » i $$$$$$SYSTIME$$$$$ $$$$ $$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$ $$$$USERNAME$$$$ Ica 1TTRACT: CC D D m Z N N co O y O = O O (y v < c"i� a' Gi O n n n nx O av � O N O T u I v v X + r m ca S tr m b m m Ul = cb a S N n w !D' V O N Q Z o O to O o O O O CC D D m Z N ° o co b y M0s N < -i = O O (y v < c"i� a' Gi g j u n n n n n nx ;n av ;uo� CA g N N m Na > n� o ao ° °a H << == O* v v X + O m m r = _ Z cq ;a _ C: Dv n �y O rn n m m =` ? A A u n II o O o .4�a V A O 3 3 3 �a t2 x N � a �f � e 's :r n x N Y cl Z 7o Z O Z Z _ Z OH m OA C Z . v Z= T a O < r � c m a C m n m w < O om� C v r va O C 70 —4 m m = m m fi r D 3:: C y m N Z m v r N M O n m v Z v m CA CA v b 8rl � r 3� �r Z N Oy Als R O �c w m ci �z N � D� wp + m IJ m O [i O 0 V TIP PROJECT: B-4744 Oy yG �p O� O �IC3 io D a %4 r V r V o _ —'— �p1 NdWA nun r+ _ 1 r .f co 1 y I Z sulrnYCo m av NZ y o w w N + ca S tr m O oc Ul cb m b O N N o � o m a� 4r 9ZD 0 m e rnl m �a t2 x N � a �f � e 's :r n x N Y cl Z 7o Z O Z Z _ Z OH m OA C Z . v Z= T a O < r � c m a C m n m w < O om� C v r va O C 70 —4 m m = m m fi r D 3:: C y m N Z m v r N M O n m v Z v m CA CA v b 8rl � r 3� �r Z N Oy Als R O �c w m ci �z N � D� wp + m IJ m O [i O 0 V TIP PROJECT: B-4744 Oy yG �p O� O �IC3 io D a %4 r V r V o _ —'— �p1 NdWA nun r+ _ m Z v r � N � D� NO CA) m + o� O I Q A V Im 1 r .f co 1 y CA y Z sulrnYCo m av NZ y o w w + ca S tr m O oc Ul cb m y O V N m Z v r � N � D� NO CA) m + o� O I Q A V Im C rn Z C T D n rn rn rn --I v G1 N LO �n O 0 m 4 ?k o� "C O O Z to yb SO tp a bx � b n .f co 1 y �J sulrnYCo av a In r 1 y � m y mm V © o � o m a� C rn Z C T D n rn rn rn --I v G1 N LO �n O 0 m 4 ?k o� "C O O Z to yb SO tp a bx � b n co C.3 a y wcoa av a rr mm V © a� V �y Pg ' m \ �I \ F z7 / Ito 10 0 a / /f o � IV 1 �a 13 cl o n v m \ O m x p■ \ n o S 1 31 nm N min ` rn9 rn D mD U) W � i N _ N Z mD N D n Z Z m N C O D F m [7 mmrn / O 7o m Vf N N mmm fir^ mmm 000 TAT \ 0 -n 70 f� 1 Dents ° D N r F rn / / r N 5 1 e Oti f v y N O N x \ \ AT 1 m / / liil 11111 N Z N 15+00 C 70 D rn 1 \ "' D m II pq m rn iL � 11 'J' R rp \ C rs f� a3 Tt _ •t .� ��„ N a €i a —� �o � `�°se m g m > 00 { °p ®IV_ y Y J ^p CA dV s N -- e M� < 8 o'u ° 3Z N �I C � D 1 u � m ' rn mm 20,000 / - 4DD�N =Z 1 m -0Z0 +mO m x9 *Owxm j;j — Drcn N Z v Z Q H mD 0� = m� Cb Z = m N 'I r m m2 C D O m O yro yO -n rn r• Z v =f � N r s X C C E m< O 0 xr P� ZORa D n Z Eox m Z D p C N �i m + PC bh� 2r as O z pn A _ O r s 5 S J NEHISIONS RIM IF _ _ BF-E49 smansarAwwurimmo �NI SSSS$66SBSS656SS / 8/17/99 3S3SSSS <ES$3 D5 ti O 6 S `H 956 9 s�t0 yy/ N ID Ilk o 'SN i� o II ' l l • / / _ � silo tia Orb \ \ o II\ \ - - -/ — NNCQ Rl — AD 0 \\ \ �\ \ O err _ _ 3 /9S 4. z CA CA g opt ll 1 — H - -' n \+ - D 111\ \ \ m 741936 E V A � v \ — � — -- — yy 35666 l J y r"MIo� a "J10 ?PT z r d�� 0a � \� �1— sa wvc� 1° T -isz- -441 _ _ wo rM m- \\ ,m �9 Rif \� \\\ �\\ \\ �,y /, ` \ g" o of fill \\�\\,\\ i 1 — ' 1;1� \� =\oa Ilk MOM M Z \� `� s ` \\\�\ J \\\ —ADD N�Z O D\ \ \\ \\\ \\� \\ \\ / // •_ �Ilr \ \ \\ \1111 = p N = p UfNN F �.\\ \, \ \\ \ \0\ \ // gc°J \� \1 \\ \I m Z + m M m rmn O 21 70 \� \\ \\ \`�\\ \`°\ \ \`\ \�\ \ 1 / / \\ 1 111 m W U1 m rn mmm N mmm --f ell \ t 000 \ \Illllll�;;i�J \1\;\ i�1111/1�//; / =� mD ��nD-'0 N ��1\11\11 1111 111 II ) 1 0•�, . A p -< _ m p rr' NO1t>n V < A -a -n / /�/ � Z = rn 2 p,� ,I'll '77 Ill / /// 1 /fJ /,' /' / , /' iii M _Z r �lJ/ /l J/ / y /, T 1 ,// y m Z r of CID Z D G1 21�/ / /, /''. �i i ' / v� _ I p / / //� / m '" -n m r g z IP N m + pa _ CA O o �B $$$$$$$$$$$ I \ o lie n y z b a v x e N m s m 0 1 Y \ cw i 15+00 , No A m �o U nm _ mN mn /� pN W a Z N C N a n Z m H C D D O F X [i � rn D S \ rn 70 � s F f� N s I N� REMC" � I � I � I / I m / m p / n I! .. k k, ill, P § f 0 It i/ D n N Z N c X D n m rn rn 3 —T'. n N ��A m �> rn .9h,n N Z N C T n m m v rn N C m -0 Z + m D n N m H y p v i D O -a m G�mt)> ° m �> rn .9h,n N Z N C T n m m v rn 6/17/99 0 =�DDON =Z 0 m -0 Z + m X D X rn X H y p v i G�mt)> ° v _ my 2 m r m Z D G� rn 0 i7 0 D0 m� N �� �c _tn^ 3m v v o a� v m + v- � o r 6/17/99 0 _ �OM $$$$S E$$$$$ f _ pAgm PARm. ly / $$$$$ S$$$$$$DGN$$$$$$$$$$$$$$$$ A 1)/ '1�/ \ as 111 hi/ ✓/ �/ ' a'�i :}� \/\ � � I ° I 1 I1 1 1 / //'I 1 / \ \\ \; \ \\ rn \ \ \ \\ D 1) 0111 Ilk\ CA / Jill Fi \ it 15+00 CA �o � \ X41 /I `►C\\ -1- � \ \� M \ \ \ \ 1 \ l� �r \ \ N mm `�-� C JIM xx 111 11 Xx fl M D \ �� \` \\ \ \ - m � \\ \�`��"v\ \ \�. Z m M \ \ 1 1 \ \ 111111 X D D N = Z ,- m Z + m O Mm O �O \�\`�`�\\ \�N \ \\ \\ \�\ n \ / / - `' 1'11 m O m � ul m m \ m\ \\ / /1 \ X �pwX \ >C N mmm \\� \4`\ 11 \1\ +� \i� ` 111 �/ \\ p -1 N � p Z n D ' m � 000 p !� m 0. th `— p O T / I / / I // // // / / 'i° / / / // , / m Z r r 1 i lrll /ll / 11 l/ /i �� / I �'/ />�g l / / //� N m Z r Otmnm d / l / / / / / `, ,�'L \C I //i C m /' /. l/ �/ / i rr/k�C i��/ / / l l l 11 > O -n 3 Z% // '�� / li/ i/ /! ir)y�� %J /l /l / / ii'� l m P -n m /' // /' l / / /�' % /e/ ♦ 1 ,/ / f / / , / / O N Lim C p p N 0 M M v rn� v 0 �� zm �z Z 8� o �z p $$$$$$$$$$$$$$$ z � o to '� co O rd 7d �, f7 Cr7 r z 0 z Z mz Y a � v d N P f z N C=7 9 O k P m ivy n ��qVyy r m \ti N n v N O z � o to '� co O b r z 0 z Y v d N C=7 z � o to '� co O WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS I SURFACE WATER IMPACTS Site No Station (From/To) Structure Size / Type CAMA Permanent Fill In Wetlands ac 404 Permanent Fill In Wetlands ac Temp Fill In Wetlands ac Excavation in Wetlands ac Mechanized Clearing in Wetlands ac Hand Clearing in Wetlands (ac) Permanent SW impacts ac Temp SW impacts ac Existing Channel Impacts Permanent ft Existing Channel Impacts Temp (ft) Natural Stream Design (ft) 1 I 17 +50 Lt Bank Stabdzation <0 01 7 III 2 II 18 +25 Lt Bank Stabilization <0 01 7 II � 3 II 18 +20 Rt Bank Stabilization <0 01 7 IINI 4 I) 20 +45 22 +53 Lt Roadway Fill 001 215 I 5 I 18 +24 20 +00 Rt Roadway Fill 001 187 I I II II I I� I' I I li II I it I it TOTALS 1 0 0 0 0 0 0 003 0 423 0 0 NOTE 1 Temporary Impact for on site detour bridge substructure 20 sq ft o y N o it m -v kr+ o �n Q! ° ° m ° N ° N o 0 o N -, o 0 o N o 0 H� ° H 0_ m 3 c c o. 3$ c 0= N C m° = v= v v v =^ v v v 0 >> m O a 7 ID <G O D. 3 7 O O O O O O W fP 7 0 !- N N m d O 3 S '� rt C to (o N N N N 1 1 f0 c d CL D O O d d d d y `G `C - O 7 m m T co b 0 IQ 1 0 O '1 K `1J 7 'r W 0 7 O_ O_ 7 r m O 7 <D lD W N O rt O Q_ r- ° ° o o, 0 3° m m m z �. 0 3 3 °- 0_ w ° ' c 3 0 CL O cr O L9 0 O T A 0 0 n O n a 0 m b v m c n t9 O C T v o 0 o a ° b Li I x 70 gi v+ N C T �� IIII i 1 1 1 1 1 1 1 1 1 1 1 1 1 C O O O L{ 1 1 1 1 1 00 < O rt O N O N N O O O O O O O O O N O O O O N N N O CL v = n f19 ° == _p D n to N 0 �° m 3 0 9 0 M, 0 0 0 >> o 0 0 0 0 0 0 o O o Ono Q o Q o o >> CL r y ID A f0 N m W m fo f0 ' m m W 0 0 0 t0 �° n 7 7 N 0 to i0 ' N ° ? 7 O S t� y 0_ n o_ 3 0_ a a n m 0_ a a n 0_ 0_ 0_ o_ m a f1 m a m a L o_ A ► o a ° 0_ to 2 co �o n o O n y H c ° 0 y -1 H n o n 3 ro r° n w 0 O g c 0 c o o m 0 m m m co W m m W o 7 0 0 °° A S Y° Ri ° a. v v - g ' 3 g g 3 3 3 3. 0. o T T T - 0. � c o° °— o o O o 0 0 0_ c v v v° o Q w o o_ °- o m CL °— m° a 3 a b nm c m D D0 a� o f a so m so 'p N N ; o m C C p p 0 0 0 H n to ,t T c o m r A 3 m ` ' N N N <9 m l9 3 c �" A ro 2` m m rt ° W 0 m 3� � N N T 3 W c c N 3 o s X 3 a M= 3 m m T CD C ? ? 0 3 z �iill IIIIIIII I i{ �� r O p v O I- In m m m m m ^� I I O C CM C C O D m m m O �o p O -a -i -I 1 m p -v _y to T _� 3 m m S O L^ $ a $ c 0 W 0 0 9° M H ^ 0 i ° ° ° ° <° $ v 0 z a a a n T T T' = o m 3 0 r o m ro �O ~ a c 0 0_ w m m M o A o 0 o 0 0 0 0 0 o m �° O 7 C1 CL n a a a a° '003- m m m `D o_ ° °' 0_ o` a y m m m< a c o_ m W c c W s m o 0 0 o rt '• W S x fO m 0_ C CD T W A o n S o o 9 0 m 0 H o x o Gq v 3- v c m '° o' o _ O 7 T 0 C S O 7 0 o Q O 0 C C y 0. C m ° o o 0 'n o- ° v — Ci O O = N - �J O 7 C � O C O cr O 7 Y• C - fD m m r� ` d `i y m m VI y C v d a El 11 11 IIIIII it I I `° CA C1 y D a n g a 8 C s C C C C C p w D s to c- D g p r O O, p p p Er p y o- = Fr Z ' Q O_ � 8 N ° O 7 7 O N G N N N G N C ° q C y O O ° m $, o_ 7 r. 3 a(D y c c D m a 3< a. a o m o_ a m M >> w o >> c s o O° a ° a° a m �° ir o a o 3 a� o n m eso m O a N c° i i y IL 0 m o n c° cS a C ] y y O 7 `( A O I 41 ° N 4' 7 O .°i n <9 7 ° y O y O_ S C y 0 d y m °. IG p d Ip _ a. C ca o O m -- o — o 0 N A G x `m ° 9 a m d W C m ° W d S m m ; ^ I 3 N c p r- r I pr O m - o O o O 5 S Oo o m W o C , r y ^ n 0 t9 m 41 9 0 0 C o a C 70 a a m o- m m C x H m m C C N a ^ m C I I I I I I I I I 5 I I I I O g 0 D• e 9 a 0+ ® ®O ' a i y ®® B R b® 0 p I II$I II IIII ;iI fi a n C O O h O n Cn z® lai �a �z t t 1. 12 JAN 2012 \�24 672799 \B4744 LS 1 dg a x -. m r x Z N r r r^ co 0 rZn r m - m r a C7 m Z x C N x -c� a °z CD ° r= m p Z V O -0 -1 UI A �-' N W m m c� LD -i D i o r o r mm �m ::7� 00220 �NZ j°zc� j\t=) —� �1 �z —� ;Sc- -) rn LDOLnv C m vzr Ln-- -A --1 m < V1 Tai P- r- C:) -(om--i -4rn comxo-4,mMrLn nr*,G ---f oa-< m S C) Ln —i ° a rrri r E N --a Co a m z oo C—) g IV C C7 C ) Cl) f�T'1 N O . m O z x w— m -v < fn C7 Z O W O N W C) v Z� �i w m m O rri C-) A A m m��n^ v ^Gj /� rrAAr <x� � � �. oamm -i Y 000 °z°Lz Lnv — - m� ~ / / �cn Jm cnA� -Nw 00 Z °O m a O d Ln O O , l0 Co m al _ f4 % % 0 0 �cnr r C7 N � 2 32- Z `y / / Ul LO Lo m Ln C) o m / / N� cn (n o a Ln (n (n L N N 17 N D7 D Q_7 -0 z Z n ° O // D N S m J B D A LA C-) 0) m A R A B Ul m m m m m m co cn Ln m cn Ln Ln (n U1 LO � J J V V J J J -4 — A A m -Cl A A A A Ul A O D 0) 0) 0) Ln Ul m d .D N � 14 m N N Ul Ln I I Lo -i d N N 00 N .-� 0) .o �'z -4 O Ln I 'o mm mmmmm Cn ~OBI I U-iN4 �I I m ^ ty LO iO j v m ` J � D O ` I I J V �-+ 00 00 V 0D m Nc _ Z Mm - -N A Z y NO SP-RID °�Els M �--' N Ln w w cNn 0Jo V9S LGAId N1)1GV ( 3711/7 --.— —°— — O y Ln m z m h oo �� z °c oc r j -� �m n� --j co w �wmw� CO) I a) I < ii z� ANT m D O� N O D - LO N N � V O m J J N m Oz 021 d � -4 -4 00 � 41 Z O N D7 .-. O / 0 LO Nth. O pp -1A ti y y y // A w -mn w� b 00 b y P4 y t� / / / N w cn cn -0 cn J cn Tl a O� l b n / m(n m+ Ulw-0 m V W .D Go Go b y 0 0 z tb+y O i o o 0 y y 105 ca x h � 1+1 y � `V a / m z w C 11 xto O ~ x / / Ln Lo m rzm (nmrzm m rzm t� b 9 +� /� -4 r w 3 - 3 r w 3 O n / \� N� cn X n m cn -0 cn 0 b ca t+l Z O b �C ' Ul -A w D -1 N W J C y O 'A Q) LA N D A 3 (n D A D Ul ~ Z O w ND Ao m7com oN Q 'C yZ C N z m z c� Z ccy�� o �y? Ln C4, yy y mz wa m Dmm m 00 m 11 it m B m< aD .. -00 m< w m m< b b � LA 2 m m ,� D z m •-• D m B •- D o �aayy ter- mLn nmmLn a(n - C�p O b O �N V O T. D V O V 0 y0 0)°'(n ° mz �rwnN)li -N °0nz ,, o t� O Ob b ♦LnLO m 000 Go0N�O mmm y Z y Z b O 00� co m m 3 n Ry �! 0) n A m A O 00 -1 N CD CX) y cn,� O m xmo m NJ z m NO v' m CD C tv b tm .4 i A3 ty D zo R b d y <D h0 0 R ,RN 37012 1124 \b4744 dy typ dg 6/2/99 tt Z O A v Z w,, N p� G1 ° m v H o o 1 O rn CA 7 N tG = O S r c J p ~' O m I N CL 1 A ;N Z N O m ca W' Z N co N m N 0 O 1 0 m 0 m 0 > o c c Z N A p m � N O v N .+o .1 O `^ o Z O o c O o z O g z Z o -� I o O O �m Om 6 m I m O n v 7o N H A A I Q N CA C O v < m O v n , + O 1 -/vim N` , �N � ` ' I O tJl N '� r r < K D m o o ++ N y I A N to ° 117 ° — — — N 0— m 0 = I = A v I m O H o" O� ° I Nac,a 0 G1 Z Z 1 o Z m ° I Z -0 m o m I 0 m Z N 66 O N O N O N A I + 01 r N O O _ � z �^ I Go 0 o� g m A m Z v 9 Y o �- 1 N G m o - m D O N _ Z m �- �- v C + iii X I v p ! I1n�1 � y m N p C C N m m r N N W In X m0� ++ " Z y r 1 O M L" C O O O p 0 N c D 0 m Zo O R1 ^J o Z 1- 1 + A 1 Z > p ��WWt iz 14 ZO c Z Z 1 5. o Ln O N 1 � Z g p t 4 O C O O � O O N O O O N N � O'AmPP o -Zi m - N S P pm P � m� nG1 mG1 W N m m i C 1 � N � N W w N < m m � m- D.ISDls �� xm�x ��o DoT <s is 9 Ixi y w o o D ° ° mv�o �° �D°� DT Dov � � zvD� D� D1mv my rz z z D � x m rz mr z ; n m m wm<D <v � IoD lov m<D <� <� T O D p OT9 T� 10 S � OT9 T� T'O v � m � D D ,,.,,.,, D D o D m m °m o �+D D o D o zzc�v cox zm v x zc�v cox cox mm m m z c � � m m vrTi T pvDv D m � G] .A TDx-1 9A r-�-1 -IN <DS DN D! tDi� 1 m � � SymN mry iaZy >()I NmrD� mN mvNi � m m m m Ov O� o D� DD CTD � � Try m zmx Tx m►+ <x <m o D D vzmD T� ; -r1 T m m �J� N� irD1 DD X1-1 wD wx Z T n n � �o .1r •ID � < ° ° wro ro mmo T� pro N � cn � � w 77 9 mmz mz asz sc� Xyn ro rc� � m w m w �m9 m9 �'1s �Z m m umin wi � z m m x � D r zmm mm �Om om omm m 9 p y s m m� �70m mm m1 C w _ r m m AoN ow rn�-1 mr+ tnpx x to 9 m t+'1 70 fr m m mAm vlz T me mm r+ <n O T p � D p Z <c� <c> ors rm zvm <cDi <D mpc O °c Dtmiio aim ►+ v n vm vn r o z Smm m N�1 �N vmC r+C1 m O y- mm mD =70y zc O p 1719 a-� s D N 9 70J< < too mT aom m ios °o cam m p� x m 1�ro ro mom om �m T{ � mxrn w � m xm �m v o o =� m a m O Imo � ITO O Cl) a p to r Imo D mD N s D m m m i C 1 � N � N W w N < m m � m- D.ISDls �� xm�x ��o DoT <s is 9 Ixi y w o o D ° ° mv�o �° �D°� DT Dov � � zvD� D� D1mv my rz z z D � x m rz mr z ; n m m wm<D <v � IoD lov m<D <� <� T O D p OT9 T� 10 S � OT9 T� T'O v � m � D D ,,.,,.,, D D o D m m °m o �+D D o D o zzc�v cox zm v x zc�v cox cox mm m m z c � � m m vrTi T pvDv D m � G] .A TDx-1 9A r-�-1 -IN <DS DN D! tDi� 1 m � � SymN mry iaZy >()I NmrD� mN mvNi � m m m m Ov O� o D� DD CTD � � Try m zmx Tx m►+ <x <m o D D vzmD T� ; -r1 T m m �J� N� irD1 DD X1-1 wD wx Z T n n � �o .1r •ID � < ° ° wro ro mmo T� pro N � cn � � w 77 9 mmz mz asz sc� Xyn ro rc� � m w m w �m9 m9 �'1s �Z m m umin wi � z m m x � D r zmm mm �Om om omm m 9 p y s m m� �70m mm m1 C w _ r m m AoN ow rn�-1 mr+ tnpx x to 9 m t+'1 70 fr m m mAm vlz T me mm r+ <n O T p � D p Z <c� <c> ors rm zvm <cDi <D mpc O °c Dtmiio aim ►+ v n vm vn r o z Smm m N�1 �N vmC r+C1 m O y- mm mD =70y zc O p 1719 a-� s D N 9 70J< < too mT aom m ios °o cam m p� x m 1�ro ro mom om �m T{ � mxrn w � m xm �m v o o =� m a m O Imo � ITO O Cl) a p to r Imo D mD N s D m k 0 22 g § 0 0 k 0 § k § � c c n �- - ) q \ � Q a J 5 f A > ~ 2 \ O �o /g § § m G 2 § — - — - q— — -�- o R m � o° § n O O 2 o® o 2 &§ %§ O m Z r OD m §� <° n i 3� z o < < Z a 0 ° R n G � & « w w Lrl � � po § k ° k n o / 6 § g ¢ % k c z § c c g z + + m 0 M6 �) c \ \ z 0 > © ° ° z \ 0 §§ 14- \ + 2 0 ca o+ CA ca k _ § 0� 0 �a o � k \0 0 0 CA \k �� 0 �z 2 -e§ Lh ■{ 0 ., C. � 6k ca a+ 0 ff s ■ k Zk 3E c -4 -0 Q 5 2 ° ° 2 f $§ � !) m X> m i$ a~ z f § j k) m 2& m ° °� 4A ƒ� n < \ k_ ° ° § § § § 2 A � 8 8 8 a a> K �_ k§�z 0 4 r 12 \JAN 2012 11124 \84744 Rdy typ2 b dg 6/2/99 1 1 ' co u� v m 70 P Z CA Z ' N a Q o m a s o c S v a O n ti u, Z N 0 ° P O N o Z o 1 1 a I s * w ?g X N + n p O 0 1 II �M Z � � v O � o � , 1 w I 7r � S S N II w P o a � � '„ Q y M �g 1 V 0- a A D! A 1 J +46 45 A a w w N Q � v o p w m LM rn Q � � Q r N w ti Q 2s Z o � v w n o Z N � a X n O No O Z C 4 Z4,4 O O m I Pi o . �C � t� v, 0 a��opv a ��a44 bN� 0 1, rr ■r■�i O a�roD� bN� 1, rr ■r■�i O 1, rr ■r■�i O YY rrrr ■Ln c 4� 12-JAN-2012 r1 rdy md9 511899 �I C N <rn �0 Z 000 >0 yyr > 0 A A Z O W Z O drvic \bc� \64744 064 dy m d9 C 064 z 09 Y g m i 4oZ s 0 b �D o Z z n g 0 N L L L L �vm ZOf 00, Z m, 666 Cm Z 3 a� n O ZO O Ix ^ ± 9 as _ z$ •�NO- c �333 C0 aim � 0 ED 7 � Y L S to P z t 8 °=�g� po 3� N ohm b V O Z N m p 8 N m R 2 s c 1 N N w N + m a 0 z €�l2 O x 24 SIDE DRAIN PIPE �vJ y N 8 N (YJ 8 N L N 1 N u u o >y p 3 3~ LgL 3 C S P ~° x` p cl p Z m m O= o ° O- o 21 7L N N .1.1"I O M N M N O� H n S 0 TM0.0 10 0' > '-� TOTAL LF FOR PAY H N N m r� ° O OIIANTRY SHALL BE COL 01 WW�.11 + Y p N p N + V + A D 3 R COL o p Ay .3Z N HIE N 8 8 V m N N % N n' Z Olm 00 G D I (N S I FRAME WITH TWO GRATES STO 840 29 Y 01 STD 84014 OR STD 84015 LN 01 FRAME 6 GRATE Sip 84016 N m N MMMV U z 001 TYPE B STD 84018 OR 940 27 V GDI ME 0 STD 84019 OR 84028 N♦ P V- O GDI FRAME WITH TWO GRATES STD 84022 V Y GDI (N S) FRAME WITH GRATE STD 940 24 Qz �A N Y J E STD 840 31 OR 840 32 tJ� N SPRING 80 STD 8 0 1 N N G O p P ♦ O = Z c Z Y V O � V V �0 p£O N pp N 0 mm y_y N N N pp pO D zo � OO Tc gum 0 F z rQm O _ �g r O C C r C r- Z o £ 1111 064 4 n 2 f $ C 064 z 09 Y g m i 4oZ s 0 b �D o Z z n g 0 N ,mQng gyg �a� d �vm ?aC m, 666 Cm Z 3 a� n O ZO O Ix ^ ± 9 as _ z$ •�NO- c �333 C0 aim � 0 ED 7 � Y L S to P z t 8 N 3� N O C C r C r- - Z Z CO ii � N nQ O > a s On " T3 064 4 } C 064 � 09 Y g m 6 b V Y N N N U V d C V m, 666 LOCATION (LT 0.7 OR Cl) FROM P O z •�NO- TO a a � 0 N INVERT ELEVATION Y m 8 8 P z t 8 N O N ohm b V O Z N m p 8 N m R 2 1 c 19 SLOE DRAIN PIPE a 0 r_ x 24 SIDE DRAIN PIPE �vJ y R.CP c g gz C o �0 3 3~ LgL 3 C S P ~° x` p cl p Z m m O= o ° O- o 21 7L N N .1.1"I O N N M N O� H n S 0 TM0.0 10 0' > '-� TOTAL LF FOR PAY r� ° _ —° OIIANTRY SHALL BE COL 01 O - A D 3 R COL c B STD "0 01 OR STD 840 02 HIE �z m Y w 0 m N n' Z Olm 00 G D I (N S I FRAME WITH TWO GRATES STO 840 29 01 STD 84014 OR STD 84015 LN 01 FRAME 6 GRATE Sip 84016 N m N MMMV U z 001 TYPE B STD 84018 OR 940 27 V GDI ME 0 STD 84019 OR 84028 N♦ P V- O GDI FRAME WITH TWO GRATES STD 84022 V Y GDI (N S) FRAME WITH GRATE STD 940 24 Qz �A N Y J E STD 840 31 OR 840 32 tJ� N SPRING 80 STD 8 0 1 N N G N P ♦ Y ♦ O N Y V O � V V �0 N pp N 0 mm y_y N N N p pO D zo 0 F z _ O C C r C r- - Z Z CO ii � N nQ O > a s On " T3 064 4 } C 064 � 09 Y g m 6 b V Y O N N d d V m, 666 LOCATION (LT 0.7 OR Cl) FROM P O z •�NO- TO a a � 0 INVERT ELEVATION INVERT ELEVATION 88 8 8 8 8 z t 8 g 8 O O _ ohm b N N m p 8 N m R O C C r C r- - Z Z CO ii � N nQ O > a s On " T3 064 4 064 ° 064 � 09 Y g 079 6 b V Y O N N d d V b1 666 LOCATION (LT 0.7 OR Cl) FROM I •�NO- TO a O TOP ELEVATION INVERT ELEVATION INVERT ELEVATION 88 8 8 8 N 8 n 8 g 8 O O _ ohm b t� p 8 R 2 1 c 19 SLOE DRAIN PIPE a 0 r_ x 24 SIDE DRAIN PIPE �vJ y R.CP c g gz o o �0 3 3~ LgL 3 C S P ~° x` p cl p Z m m O= o ° O- o 21 Sys N ° O -\ xx PER EACH (0 tHw S 01 0UANT1T1E5 FOR DRAINAGE STRUCTURES _ H n S 0 TM0.0 10 0' > '-� TOTAL LF FOR PAY 10 0 AND ABOVE ° _ —° OIIANTRY SHALL BE COL 01 O - A D 3 R COL c B STD "0 01 OR STD 840 02 �z m Y w 0 m N n' Z Olm 00 G D I (N S I FRAME WITH TWO GRATES STO 840 29 01 STD 84014 OR STD 84015 01 FRAME 6 GRATE Sip 84016 m N MMMV G 001 TYPE B STD 84018 OR 940 27 V GDI ME 0 STD 84019 OR 84028 N♦ P V- GDI FRAME WITH TWO GRATES STD 84022 V P GDI (N S) FRAME WITH GRATE STD 940 24 Qz �A GDI (N S) FRAME WITH TWO GRATES STD 640 24 J E STD 840 31 OR 840 32 SPRING 80 STD 8 0 1 N P ♦ Y ♦ O N Y V O � V V �0 pp mm y_y N s pO D zo F z _ O C C r C r- CGnC O" n A iB 064 - Z Z CO ii � N nQ O > a s On " T3 064 4 064 ° 064 � 09 Y g 079 0 O V Y O N N d d V P LOCATION (LT 0.7 OR Cl) FROM STRUCTURE NO •�NO- TO O TOP ELEVATION INVERT ELEVATION INVERT ELEVATION 8 P Q 3Arl a( 3 w ohm b t� R 15 SIDE DRAIN PIPE CGnC O" n A iB 064 - Z Z CO ii � N nQ O > a s On " T3 064 4 064 ° 064 � 09 Y g 079 P 4 FI o O o LOCATION (LT 0.7 OR Cl) FROM STRUCTURE NO •�NO- TO O TOP ELEVATION INVERT ELEVATION INVERT ELEVATION SLOPE CRITICAL CGnC O" n A iB 064 - Z Z CO ii � N nQ O > a s On " T3 064 w 064 ° 064 � 079 Y g 079 P AI'I AI9I } N 109 r_ N y 109 � O r z �Mr_ •�NO- CONC COLLARS CL 9 C Y STO 940 72 vJ v Q 3Arl a( 3 w ohm b t� R 15 SIDE DRAIN PIPE c 19 SLOE DRAIN PIPE a 0 r_ x 24 SIDE DRAIN PIPE �vJ y R.CP c g gz o �0 3 3~ 3 C S P ~° x` p cl p Z m m O= o ° O- o ° O -\ xx PER EACH (0 tHw S 01 0UANT1T1E5 FOR DRAINAGE STRUCTURES _ H n S 0 TM0.0 10 0' > '-� TOTAL LF FOR PAY 10 0 AND ABOVE ° = OIIANTRY SHALL BE COL 01 O A D 3 R COL c B STD "0 01 OR STD 840 02 �z w 0 n' = 08 00 G D I (N S I FRAME WITH TWO GRATES STO 840 29 01 STD 84014 OR STD 84015 01 FRAME 6 GRATE Sip 84016 G p I TYPE A STD 84017 OR 840.26 MMMV 001 TYPE B STD 84018 OR 940 27 GDI ME 0 STD 84019 OR 84028 GDI FRAME WITH GRATE STD 840.22 GDI FRAME WITH TWO GRATES STD 84022 z GDI (N S) FRAME WITH GRATE STD 940 24 GDI (N S) FRAME WITH TWO GRATES STD 640 24 J E STD 840 31 OR 840 32 SPRING 80 STD 8 0 1 AI'I AI9I } N N CORN. STEEL W. NO 6 SIZE CONC COLLARS CL 9 C Y STO 940 72 CONC 6 BRICK PIPE PLUG Cy STD "0 71 R c a PIPE REMOVAL UN FT 3 N 3 3~ 3 ~° x` p cl p Z m m O= o ° O- o O Q IOII O Fn z N �0 s D zo z _ AI'I AI9I } REVISIONS 8/17/99 4 dy p h 4 d -,A J J � 1 I r I s 00 ri N y I sc6 34j � 1 s m I NN Nb T °, =a m+ O N OO \ SIt, N �$b �* 8110 roil mpg rrrrrll I I O �N a, -i v W o a�ropv rrrrrr�n N CA) U �+ ZC c `m SRS Qm t rrrl}Qry�QrrLn A ° a $ silo 1 V, � GO .1P q rrrrrrri. Nil 11TAN8 y � M y �-IrOD� rrrlrLn 4 ��avJ ♦N n _0w,- MT Sta 11+ 160 z DO NOT DISTURB GATE N 7419 36 E 35666 C 0 Nb T °, =a m+ O N OO \ SIt, N �$b �* 8110 roil -L- PW SIO /5 +3 -QRVI- POT S/o I -L- POT Sto 15+1 -DW2- POT Sta x \ mpg Gall � I I O N 9J h � a, -i In * W O n N CA) U a0 ZC c `m SRS Qm t i A ° a $ silo '�'�a x � GO .1P q r S x Nil � M y a 4 n _0w,- MT Sta 11+ 160 z DO NOT DISTURB GATE N 7419 36 E 35666 C 0 9. $g Irj� ` F F O FE 4 m z a �j mmm / mmm A� fr a�.. X 9. -L- PW SIO /5 +3 -QRVI- POT S/o I -L- POT Sto 15+1 -DW2- POT Sta x \ I \ Gall � I I o N 9J h � a, -i In * D � 8 N CA) U a0 c, 0 c `m SRS Qm t FEE � A ° V m x x � 9 n .1P q r S x 0 4� C � c 3 y a 4 A /� 7�Cyt�- -DW3 -a EG T.IJ.VG N 7419 36 E 35666 Z Irj� ` F F lti LN 51 FE 4 m Yf1 a �j mmm / mmm A� fr a�.. X 9. ° iiz'�'° Sr m+ G 1 mmm \ 21 "'gM rsr IA z°v� P�u $ 1 H m m 000 9 aT T- r-1 N 0.T.71 m -a -T Nl Sb73py °p (<J I Z SaI$ In -4 s 000 LN co� 5 ;OF= I N,°� ,� z + g r < 1 D s N f I C 0 ELI@ p o -t m $ $ •i a Z " \NS3 rn bZ a rez J' I° o� iS m 8 ! `sr m Z. $ \ K� \ 0 m <N V � F I $� sy2- N av; O t L f � / c r rWTI Xp �\ Y Z 96 � 8 T9T g$ I� +� M [` 9x6 //m R O 0 / m z [� / am / 'n z m / / ryl C A / N } 'OO T H 1 A I S 0 I O � a 1 rt F 3 0 o H W 1 d. � 6 �� n I a N ED a a ° s z N all� w � m NSA / w m +Sig o o m T sm III 1 I Gall � 1 M I o $Isla A a, -i In * D � 8 N CA) U a0 c, 0 c `m SRS U O N N °4 w ° V m x + H 9 n .1P q r S x � p8 _ /� 7�Cyt�- -DW3 -a EG T.IJ.VG N 7419 36 E 35666 Irj� ` F F lti LN 51 ~ TT X 9. ° gt f Sr m+ G 1 rsr IA z°v� P�u $ 1 H m m u0 9 aT T- ZS (<J I —�k :q 6 as r LN co� —sr P ,� z ii��l o i� m AP $ $ �+ " m �o Z �� n I a N ED a a ° s z N all� w � m NSA / w m +Sig o o m T sm III 1 I Gall � 1 M p o $Isla A a, -i In * D � 8 N CA) U a0 c, 0 c `m SRS U O N N °4 w ° V 3 I p i� Fb F >� a 8 U O in 3S U up a y�V n° T x + A 9 n 3 H � Fb >� U v NN injo D vm A 9 n ym r S x I 20+00 i A u� d o ft A Ow A T 9�s0 � p8 S o s mI°„ AT P - M O O Za A Z O dy p h 5 dg 0 I � r � s�++a l Ir d I s m r r r r rla ��lryD aN a�w ` II rrrrr� 0 V � o ym i I I S all�I -L- P0C SW5+ - DRVVI- POT Sla r�9s '4 REVISIONS 00 m u� NV �N Sf /5+00 v O c y 7 y� i Qp s z, I.b. A Z o �� N 0 l d N Bib 3 r7) N � I 15+00 0 A 1 ail U rep 4 LA y FA� 1 S L m CA O gp� P 0 m \� � m z I I OO N V Neb ass oo ° r �_ g 8 T 0 0 o X A X� r S � I F mm rp v � m \N d Z�Z,M a a J N r�9s '4 REVISIONS 00 m u� NV �N Sf /5+00 v O c y 7 y� i Qp s z, I.b. A Z o �� N 0 ■uu uu/ ■gum "IN 1._.u. Lau. t•: u0 \.I ..I .MI ..I Z S.I ..I ./1 ..I ■.1 :.:.... -...■ 1 1•.:...■ 1:..0:00 IA..::: M..M. LJ v :: Hm .. M..■ v ICI 0 iuuuunn.nnu.uuu■ OW UN oME.Mnnuu. 1.11 Sul L.. S. \m......... nnM. .■ .■ ./..Mnn....nn..M ./... L \ ■.M......MM....OM/ nnu■MEUUOmg SS.uuu. l l __ - . ■ uuuuuunn■ Sul Sul uu■■uuu..■ Sul ■..M...... \..M. ■.. E..........1 MEMO SEEM MUMEM.0 HC ■.on.........p Anne ■uuuuu.u■ ■m . uu■■u.uM.M■ ME.. ■.AEA.... UH: ■...A.........■ ■./. SEEM ■EMMM.MMM..Mnn.nn uu.uuun SEEM ■u. u.nnuunn.//■ uu■u.u.nnu un ...1 ............... Inn //■ IM...■ 1....■ /.// 1/ u.ru. m RVIgo. u. AN unn 1u MEu u: 1. u■..uME . ME. 11.1 M.....■ On- NO In MO ... : !; 111.1 III ■.■ NN: ■3.. ....I ■I I : :: SEAM] 101 g: ■...11.1 I..■ .I IoM■ MM SASS 1. IoM■ ...E IM 1... .......... .......... .......... ..smog .......... ■..1.11...0 .......... .,:;:::: Mon, son: .......... ..11..; ■A.■ nn...l' N: aunty ■u■ • .r a ■u■ i.nl•: a uu 11 ■...■ ..Y.1 MEN!'! ■uu ■uu ■uu ■uu ■uu ■uu uu■ uu■ Mom: uu ■ ■. vuuu uuuuu. if7777777f . uuuur iif7f�R�i .., 0808..... ..... .........0810... . ....1010.... .......... uuuur. uuuuu u uuu uu uuuu uuuuu oou■10u 0808,.. Mon Ronne 0808... 0808... 0808... 0808... f��7f . "0808 O m An Z Z 0 T�Zol .......... ■norm ■ /��. .rv. mVlt. mono. n.0 uu■ .non. � uum oo. MR MR /r'.. non .tom. uu. uu. . ou. .uu ' .ton. ■own■ .ru■ .r.�o 5 son noon. ::: :: unu nowt ntt= Vvv.. momm■ moon, ton.. unm■ ::: :i mono. mnnt. ....1 1. 1... 1■ 1... ..Room e.... --...E. ■..... NMI ....■I.. : :'. ..1 ■1n -d.m %....m /. ■ ■ ■ ■.I1..� r1....MO.m..E1 ■1 "' _: ....■.MO.E..I I.I.�.MO.....■ Ent E1.LJEE ..o.. fl ...ow... . ... f .............. ...... /.. / ■.................... ■MO. uomuuu uMO. r -- a unuuom u.MOMOU. I ►�.uuuomu. nuuo -MO MOomomuMO omunun MO1 u Ira..■/....f..... ....\-...../ ..................1 .. n[ �om. ..u.u.u.omomr/om.u.a.om.........om.0 om MEMO... 01011:0011 MO.n.MO.■ uuau.r.0 .. I .......... ...... ....I-- 1 ■ ■..................H.O .. .Y •.■ ■ /nn from. • .Y. MI a ■..v■ MUM: move e.. HOMO. HOMO. WHO nom. ■MOMO u.MO ..l■■■ /0000 ■ ■ ■■0000/////■ HUMM.N. ■0000/■ ■0000// 0000//■ ■0000// 0000//■ / ■0000/ ■0000■ 00/00// ■00000000 ■000000■ ■000000■ 00000000■ ■000000■ 00000000 00000000/ 00000000■ ■00000000 .All /nv/ /evu M6; of /n:// 10 0000/■ •uu ■0000/■ ■0000/■ ■0000/■ SCUMI:::: 0000........ .......... .......... .....00. ...... .00..... .0000......■ .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... ..0000... 0000. 0000... 0000... 0000... 0000... :::: .......... .......... .......... .......... .......... .......... .......... .......... .00.00...... .......... .......... .......... .......... .......... MOSHO� :::::::: .......... M MHOM: .......... ........ HHHO:.. : .......... HUMM :::: UUMMUMON .......... .0000....... .......... .......... A O T Z n m Z O N is = Z Q so ON m Mommummomom .......... .......... .......... .......... .......... .......... ......... ......... 0 .......... .......... .......... .......... .......... .......... .......... .......... as lomm ..J.i.. I�...U...... U......... �....I Imo/..... p. /..pU O .. .......... Giu■ u- rcv.u..u.uuo __�uu r.u.u.uu.uu.ouuuu .. i.u. r►uuu o.o.u.. ouuu.. .�..... uaou.00.uu.uuuuo ::::: ..... ..... Mall, �rnouol ■uouul .......... ■nnoluu 11...01..... ......... .......... .......... .......... .......... .......... .......... .......... .......... 01....01...01 .......... .......... .......... .......... .......... .......... 0101.... mom 0 ....■ ii ■ou uu. iiiii 10.01. 1111. 1111. 1111. 1111. 1111. o:::: moms: 11.11 mss:: ::: 1111. 1111. 1111. 1..1. 1111. 1111. 1111. ...1. :::s: ..... ..�1.. .n,.. ..,.. .L I.. .1111 .....I 1111. 1111. 1111. 1111. :e::: ..II ............................... .. 111: ................ /.. ■ /.... /..... ..11 �� ............................Y.. ..11 ("02...02..... ■... ■. HOUL�� OIll'I 0202... / ..... ......................► .11111.■ ■ ..........................102. 1.02.0 ■021.02 ■0202./ ■0202021 ■021021 ■1020202 a.::: ■.10202 u. ■.../ No ..../.....1 noon ..........1 "No u../ ■■ // mono . ..... a ■.... ..... women ..... .. /.. ..... .. /.. .../. R A 1 R T 2 V I R R_ Z .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... among moss. mom .n M...n ....■ ::::m ■...■ ■om Mason " Mason ■MMM■ USSWI ION .. ■90.00■ .......... .......... C1111CC111 : "CCCCCCC 11.90. .. 9090. 9011.. 9090... .11.1 9090... 90909011.. ... .1■■■ 9090... 9090... 9090... 9090... 9090... .-- --9090... Mason .......... .......... .......... .memo 9090..■ 9090... 9090... ■./.. ....- 9090... 9090... 9090... .. n. o.....0 °O °---- •- ° °-- °--- ° - -- ° °- -- - - - -- -- 9090 ..... ................................................. -- . .............................................................................................. . .........................................................................................................................................................■................... ................. ■ ■....■....... .............\ .......................................................................................................................................................\........ ............................... . ...................................................................................................................................■■.■■■.................................... ............................... ...■.■.■...■...■ ...............■....■■.■■.................................................................................................................■■.■................ ............................... . ................................■t.■■....■.■■■.........................................................................■..■..■....................\.......................... ............................... . .■wu■ noun. u. uo. uuu. o■ ou. a ■1.00■u■��u�.uuuo■u■uu..u..1... noon. uu. o■ u■ uuoouu .u.uuuo■uuuuu.uuu..■■..■u■u ■u.u.o.ouuuuuuuuuuuuuuun ■ ■r.o ou. uu. ...... uu■uu...uu.. uu■ uu. u.00uuu-.uo. uuuuu uu.uu. ■..............■uu uuuuu uuuuu uu. uu. uo. o............................... u...........noun ■reu vauuu■■ uo............ u■.ou.. u.■ uuuouuu. oo ■000u ■uuuuuuuuuuuu■uu.■......u. uu...a......uo..u.--- -- uuu.uuuouu.uuuuu.-uuuuuuuul. u■uu.0 ■..nu. . r ....................■■.. 1.■..■■■ 1■..■.........■■...../..■■...■. 1...../.■.../........ 1.......... 1.■..■■..... 1........................■.//.........■ 1........■....■■..... 1.... ■... ■ ■. ■ ■ ■.. ■ ■ ■ \.... ■ ■ ■ ■ \..r. ■■ ........■.....■/.......a.........■.....■ ....................■■\..... ■ ■.....t... ■......... ■... ■..... O.■.. 1.\........a.... 1t....... t......■■■ 1■.■...... 1..... ....t.........................p p..- \ ■ ■ ■...... . .■..■..■■.....■■..■.\.■....■..■■..■......■■.■.■..\■■.■.■...\.■■■■.......■.■.■.■■.■■■■.■...\..■.■■.■..■■.■..■...■■■...■.\..\.■..■■\...■.■■■...■■ ■ \. ■ ■ ■....... ■ \ ■ ■ \ ■ ■ ■. ■ ■ ■ ■ ■ \. \■ 9011 ■. \. ■ ■ ■ ■ ■. ■ ■ \ ■ ■...... ■ ■. ■ ■ ■■ .ouuu. uuuuu uuuuu u.uuuuuu uo. uuuuu u...■..-.... -. uuuuuuo. uu. uuuuuuu. uuuuu ouu.u. uuuuu. uuuuu uuuuu.u.. uu■ uuuuu uuuuu uuuuu uu. . ..1............■......■.■...0 ........0 . \........ 0 .............■■... u..■■.... ■...... ■ ■........11. 1901.. ■..O /.1t.. ■.O ... ■ ■ ■..... ■.......1 ■.......a 9090 ■...0.. /t1 \....p ......... ■........p 9011. ■1...■■.... 1...■■.■...\...■/■■■.. u./. 1....■/.■.■■■-..■■■■....■............/■.. . ■ ■.... ■ ■... ■..........0......1 O■■. 1.. 1■..■ 1■■■. 1.■■...\..■■■.. ......■■■u..■■-......11 ■ ■.....■ 9090. ■ ■■...0.....Ot \..111..U.u..■ a. /. 11.■■ 11/■.■■■.■./■■.....-.■■.■....■■..../.........■.........../........ 1.......\.....■..\■.\■■ 1\ 1■...........■■. 1.\..■....\. 1..■■ 1.. 1\..\■.\.......■..■...■.■\■■.....■... . \.. ■ ■■■■■..■.......1....■..... \1901. 1.nnuu■ ■uu u.0 uun.u. uuuu■..uuulu uuu.u■ uuuuu ■noon. uuuuu uuuuu uu.uu■ uuu.uuuu.uu..■....... uuuuu noun.. uuuu.uuuuu. uuuuu uuuuu mom no mnuuumom uu.0 ■uuuuuuu uuuuu....■ uuuuu uuuuu uu■ uu. ■noun. uuuuu uuuuu uuuuu uuu.uuuou... u■.■ ■.....uu..u. u..u.... ■■..■...■ouoou..uou....nnu ■e... ... son .■.u1.0 uuuuu. uu■ uo. uuuuu uuuuu non-u■ uo. uu. ■ uu■uu uo90 uuu..uuu. auuuu uuuuu uu-.u.- uuuuu uuuuu uuuuu uuu ■u- uuu-uuu.uoo.rv■Emmons ammmmumlomm INNER 1 ■...0 /1 ■.. ■O.\1...t. 11...11 p.1..m .. up..up ppp�.p ouuuO.uu■uu uuauu.0 u..■u ■000■u ...O. ■1 ■... ■ ■. ■.......uUO. uU. IU.■. N/. O-...■.... p.■ .0...........u.......■...0.1..0 1U/.■....... .. ■.... ■OO.o..■...- ......O.O..O ....■..■.■... O.. O.■■■..■■■....■ t\■■.... 1■■...■■ ■t ■.. ■ ■..... ■ ■.... ■ ■ ■.... ■..... u...... ■ ■t .............. ■■... O \. ■1O ■......1. ■U .......... ■ ■ ■ ■ ■..■ ■.1901.■ 1■■...■ 111.1■ 1111....■■.......-..■■■■....■...■..■..■■■..\...\...■■..... 1.■....■....■..■■. 1\.....■.■......■■■../■.■.....\.■■...■■■. 1....■..■..... 1...........■.■■......... ..■1.. ■ ■. ■ ■.... ■ ■. ■ ■ ■. ■ ■ / ■. ■ ■ ■. \1901. .. n.■.■..........■...../■ ................../. 11................... 1.......■........ 1■..................■..... 1■.............■.............■ 1........../■..■........./.......■. ■ ■ ■ ■ ■■.. ■.. ■.■.■. ■ ■... /..■..n.1 . ■nn....■u ou■ uo■ uuuuu ou.uuuuuu..a ■....■-ou......■.o uu..u.. u■1.....mom uuuu uuuuu uuu.... uu■.........■ 1901.■ uuuuu uuuuu uu■uuull.uuu ■uu uuuuuu.. .... m.ou■.■ ■uuuu..ouuo. uuuuu ouuul. uou.... ■ uuuuuul90■ u. u■-■ u..■..■..uuu.u■u■uu.ouu.u.uu.o. uu■ uu. uuuuu uuuuu uuouo.u.90-u■■ uuuuu ■■u-......r..0 .\.■■■....■...■■■..■..■\.■../..■..■■.■■■.■■■.■■..■■■./.\.....■■■■■■ .. \..... ■ ■. /. ■. ■ ■... ■ ■. ■.. ■ ■ /U/ \1111/.■■\ U■...../. 1....\.■■..... 1.■■.-.. ...■...■.■...■■... ■U...... ■.. ■. 1111.. \ ■ ■ ■\ \9011 \. ■. ■ ■ ■.....LI ■. . ....■.■.■■.■.■.■■■■.../■■■.....■...■.■.■...■■■■■.■.■..■■..■■...■..■■■■...■■■.....■■..■......■.■....■.■■■.■■■......■.. ... ■ ■ ■.......... ■■u...■■■....u■ :mammon u.u.uu uu ■ ■........ ■...... /... ■......... uuu.ul uu. uu..nuuuuouuuuun ■.u. u■u nu. nu■1uu uu. man■ u.0 uuuuu ■uu uu.uuuuu uu. uu.uu\ u.0 u.0 uuuuu. uu. uo. u.u/ou uu. ■■... mono...... ■....■.... ■..■- ..■.■. m■\■\ 11. 1....■.■■......■\.. n ■ ■m.. ■..... ■ ■........ ■ ■.. ■ ■.. ■. 1111■..../.\..■■..■.- m.. nm..........■■ m■■\■ 1..... 1. m....■....■■/...■/..■.■\■■. 1.\ t\/ m....■.■ m....■. ■..11■■90..■...■■.■...■.■......1 m.......n■ 9090 ■.■ 1111..■■...■.....■■......\.....■■...■...■■.. m. u■.\... 1■..\.■■■ mm... 1....■■■ m...■■ 11. m.. . ■ ■ ■ ■.. ■ ■. ■ ■t ■ ■....u. \. ■mm. ■ ■.■ 111 ■.■ 1901 ■. ■. ■ - ■ ■ / ■\ 111.■■.■.■ /... ■.. ■......m.... 9011.. \9011 ■ ■ ■ /. \ ■..... ■ ■ ■.... ■ ■. ' 1...■.... 11■....... 1. 1...■. 1./..■■....■...■■■.■■\\ t11.\ t\.■■ 1■■.......■ 1\.........■■...■.\■ n■..■. 1■ 1\.....■-.■.....\.■■■.■......■...■. 1..■■\.. ..- .......11....1 \...u- ......./ 1190 ■ ■ \. ■.m ■ ■ ■ ■ ■.. ■ ■ ■ ■ ■..■ \9011 ■1 ..n...1. ■m... ■ ■..m. ■..m. /.n. 1901... ..1..........1......1... ■. ■1. ■. 1111. /9090..■ ■1.1.1 ■ ■ ■ ■.. ■ ■. ■■ \9090..... 111 . ■t ■1..... ■ ■m. ■..... ■ ■. ■.. ■ ■■ 1901 1901- ■ ■. ■ ■ ■ ■ ■ /.. \9090.../ ■ \. 111. ■..... \ ■. \9090.■ 1901. 1901.. / ■.m.. ■ \ ■ ■mt..n ■1 . C..■....■...■.■.■....■■.■....■.....■■■....a...■■..-.■.. 11■■........■■.■....■..\..■... 90■■..........■.■. 90..■■.....■■..■■..■■■.■ 1..■....■■.■...■■..■■■.....■. 1...... ■/.. ■ ■..... ■./ ■.. ■... ■.1 ■1....9090... ■..Pa■ ■Y..\ ■.1.■■- . ■90 ■ -.O .9090 -90- ..901 - 9090 ■....■■ p...■■90.w u..■.■n .uu... m ■...W.■■.mmomm90■ 1901 ■.- ... ■..-..■■-. -..p ------- MEN ... ■■............................ mom ... ■■90 ■... ■ ■..90.... ■.90 ■ ■ ■... ■ ■. ■- 9090..■■ \ - 9011 ■r...■ - ........ ■ ■ ■t \...m.. ■.. ■■ a /....n....- ... ■ / ■ ■ /■■..u1.1..■ \1901 \9011. ■1t ■■ \1190 ■ ■■ 111■...■■. / ■ ■ ■1 \ ■. ■.m..■ 111■\... 1. m1...■■ m/..... m1.■. ■1t ■ \ \. ■ \. ■ ■ ■ ■...... ■ ■. ■.m ■ ■. ■■ 111\...■\ .1...1 ■ ■ ■ ■ \. / ■ ■\. ■../. ■ ■...►� ■1 ...■■... 1...■....■■......■. mm.. m. 90.■■...\\ t.... 90■■..■..\/ t■\.■.........■■■■.■■..■■..■■. 1..■....■ u...■ m■ mm■■.■■.■ 1.....■-■■■ m■■...■■■■ 90 ■.. ■ ■.... ■ ■ ■ ■ ■....1..m1..1. ■ ■.. 1111. ■... 1901. ■ ■ ■.....1 ■.... ■.. ■ ■.... ■ ■.■ .■ m.■-........■... t. m.. m■.....■ t\\■■. t.. m..//.■■ m.\.........■ t........ m...■■..■.■■■..■...■.....■...... 11. 1■ ■...1... ■ ■..... ■ ■ ■m.1.1 ■ ■.....■ ■..111.■ ■mom.. ■ ■..1m. ■ ■..m■ 111 /./...1... ■..11..1 / ■...m. / ■...0 ■..m■ ........... ■ ■ ■.1. ■■■ ■. 111.■....■.■.■...\.....■■■.. t■...■ t. 90. m...■..... 90...... m...■■■■ ................ m■ mmmmmm... mm■.....■■■\■.■. 1.\..■ 11. .... ■......■.....■..../ t\\■... 90.■ t... . ■ ■.■ ■. ■ ■■. ■ / ■■.. ■...■.■ ■... ■■■ Hum 1m 9011.. ■..muom.u■ m..0 ....■.■ 1..0001.■■■ ■11 ■.■■ ■ ■...■. ■ ■ ■.. ■ ■■ ■.10000.........■ CCCCCC. i1CCC° CCCCCC CCCCCCC1C 11CCC: CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC° CCCCCCCCCCCCCCCCCCCCCCCCC °C° CC\CCCCCC000 ■\ 1.■ 1.. 1. 1■ mm. m1■■■ 111�C■...■.■..\.■......■.■ m...\ t... ■ \... ■ ■ ■ ■ ■ ■. ■... ■ ■ ■ ■m.0 ■ ■ \■ 11■ 1901... ■ ■.0 ■. ■U ..0... /.11..1/./.. 9090/■.■ ■11.....■.■...■ / ■. ■... ■.. ...1..1...1... 1901.\ 1901 / ■......■ 11111■■■.. / / ■.m.1.. /.... ■ ■.. u■..■■-■■■■ 11..■.■■.■■■■■■. ....... ...........m ■■- onomm......1■..m ■111.11■ 1.n1.. ■ ■.. ■ ■ ■ ■ ■.. ■ ■ ■...1.. ■1.■ \9090. \9011.. u. ■ ■ ■ ■ ■ ■ ■ ■11...m ■u m ■.n...... u ............... ..■ \■.m ■................u. ■ ■..0 .....1■......■■■■- ■ ■1■■..n...m u./.. . ■..\11t ■.O..m. ■ ■ ■u /....... /.o. u....1m....nm■ .91. ■ ■ ■. ■■... on...won.. 190..... 901...11 - 9011.. - 9090... - 9011. ■90.. ■■ 901. / ■..... ■.■.- ■..1..- 9011■■ -9011 190.... 9090. - /9011.■- ...1.90 -. ■.90....90. ■....■.anon ■ ■■ ■9090- . ■. ■... ■ ■...90. ■ ■■ 9011......■ . ■.1 ■......... ■ ■ ■. ■ ■. ■ ■ ■...n.90■ ■.■■-.■■■■-■■■■■■■■■■■..■■■■.■■■■■■■■■■■■■■■■■■■■■•••■•■■••■■■■■'-■ CCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCCC •ICCCCICCCCCCC1C11CCCCCCiiiC 1cG /■ 9011 011= CCCCCCCC °CCCCCCCCCCCCCCCCC °CCCCC °CCCC °CCCCCC CCCCCCCCCCCCCCC. mu.. umum.\■ uu■ auuun■ mn. ouu\.■.uu.mu.mumauo..um■au.u.ou ■ 101■1111...■u 9011 ■.1. /■ ■ ■ ■■■:.■■. ■Omp 9090..■0 ..■an._'1. ■1t ■ ■. :�7. ■. 1...1.,1. ■. \n.m.n ■n... ■i4nn.... �V ■.. ■...■ n■.11....:V..11.... ►Vn.n.C._'..n ■n. ■C■■ ■\..0 ■■.. n.■■ nC ....1.11mCn.....CCC..1. ■ ■ ■. ■.. 9090 .........CC. 111. C. ..��...C.....�C......C.;1...... 9090- �.C......i� ................. 9011.■ ■ 9090 ■.... ■.V... ■.... y \9090.....- J...... n!.■ ..... ...........,..............'CCCC , CCCCCCCC��CC.■ CCCCs� ■CCCCC.C- ';C. ■CCC.-- .CC. ■1CCC -, CCCCCC■ CCCCC■ C■ CCCCCCCCCCC. CCC.■ CCCiCICCCCCICCCCCCCCfICCC1CCICC 1. 011111. C■■.■■. 1■.!' 1. n.....° il. u. o ■ ■_ °J. \1 ■.1 ■..'!. ■ ■n.n_A...a1._ loo ■.... ■ ■a■ .......... ..u...u.-nna.■an.. ■ ■ ■.n ■. ■ ■m... \1901■.■ ■ ■ ■a.....am- . ■...n. ■a..t \9090.. ton... ■ ■ ■... 0011.10.11. ■. ■00.11.. \9011. ■ ■t \ ■ ■ ■a.maa. ..0.0.11..a -1 ■ ■■ /9090.■■■ ■1t 1■ ■ ■ 9090 ■. ■. ■111 ■ ■___--------------------- -- 90901. u...... u.....r....... u-u.a■n... a1.n ■mn....m. ■ ■ ■ ■1 \1/901. 10-- -.■ ■9011 ■..m. ■..1.1.1/ ■ ■1...1■ ■1.1.1 a1.n ■t ■\ ■ .......... .......... .......... .......... .......... .......... .......... .......... ..... ...........n.. . .......... .......... .......... .......... .......... .... ommumm .... ... HOSENUMIUMN ..... moms. ..... moon. ..... m.... ..... .......... IN .... trnuuu■ .......... uuuuu uouuu ouuuu ■uuuu. mom uuu uuu.u■ .e: :::UM uouou .......... uuuu :.ww..a.......w..... :::::::: a ..... a ..... : : : : : : : : : : : : : : : : : w......... m s.... m... . 1111 . . . . . .. . . . . ... . . a . .. .. . . . ... . w .. .. . . . . . . . . . . .. . . . . . . . . . .. ON ............. ■11.11. m.. ww........ . ... i . . . 1111 . .. .. .. . . . . . . . . . . .. a w . a . . . . . .......... w......... . . . . . . . . . .. . . . . . . . . . .. m s . .. . ... . . . . . . a .. . . . . . . . . . .. . . . . . . . . . s . . . . . . . . . . . w . . . . . . . .................... .1..s s .............. . . . . . . . . . .. . . . . . . . . . . . . . . .. . . . 1111 . .. .. . . . . . . . . . . . . . . . . . . . . . 1111 w m .. . . . . ... .. w . . . . . . . . . . . . . . . . . . . . . . ::::::::::::::MN: :................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1101...... Immommum .......... .......... .......... ■moos:::: .......... ... r..Yll.■ ...J..P11.■ MMm Ilr• ...00 ..11 —. mmmmm mn I Imo. :...I I IJ . . ...—M 11o... 11. sum 1111. Man1111. 1111. ...an ■...w :::: : ...awl 1111.: an ..man 000 .....: mommol HUM. i ..o* woman mass. .o... ir .ruou.l .......... .......... .. . .11..11.. .. ........ .......... .......... .........: .......... .......... —"no—' Igummommom in mosommo 10201/10111 lam noon ■omen nu. ■■.m2 .......... 0.111..... ....moss.. .......1111. foss...... ffloss .......... .......... .......... .f..ltttttt■ logo...... I. alomonsomm .......... OMEN 0 :: Wommaimmellm .......... .......... t..tttt.tt /ttttttttt ttttttttt■ ttttttttt■ ttttttttt■ tttttttttt ■...tot..■ loft ■t...■ .......... ■111 /.■tt/ ■ logo Ott.■ logo. ■ttt■ ttt■ /t■tt MEMO.......... ■tttttt■.. .......... .......... .......... ■ ttt■ttttt .......... ..t..ttt.t ■tttttt... .......... .......... on :Ton:::n .......... .......... MHOUSIO .......... .Mono.: .......... Mason Mason ....n ::nonoon ....n M..a. Mason ..0: Samoa::::: on on::::::noon MMOO C6a:a::: now 00 ... ...eL...... .......... .......... ... ... '.100 .r. I. ..auuu. .00..000000... .......... ...00..0000.00 uO.00. owns ..00.0000.... in 000:1 db uouou .......... 00.1.0..1. ■/ ■00000000..00 .......... uuOOO ■00...00...■ ■.t.....■■ uODUO iuii!-ui i----- ---- ioiOOO OOOOO uOOOO lreo 0000.. ■00..00 ■00.00. ■t.. 001■ O.■ //.. ■1t/////.00.t00 ■1t ■ / /1t ■0000/ ■ ■...t tLJ1t 000000.. 0000.■■/...■ 00.... t.. 1tt0000.■ t../ ■00. ■1t■■■■ ■0000■t1 ■//////// ■ ■ ■.00. 0/.■ ■■0■ u/.■ ■uO o.■■uO00 00000■ ■■■■■ 11260 Mom 0■O ■/0/////• ■ /.n .// /./////./ // ■1■ ■.1..00..11 ■ //.//.... ■1....1. ■//./.1....1.11 /.//. .//...//..1.00.11...1.. ■ / /////....00. ■ / ■...1100.1H...0000.. ■100.00 /0000/. � 0000 / 0000 0000.0 uO00 u.O ■ 000000000000000000 00/0/0000 uu.00/ uO.00. u.O u..■ uut ■0 ■t ■ ■u/ 0000/1/•0.00 ■OO 001..00 uO.■ ■nOOOt/O. o.0 001001. t...■ t. 00.. t/.... 1. 1...... t.. 00 ...t.t0000//00//.../00/00000000/0000tPg00. ■OOU.o uOOOOuu.1 ... . ... a. uOOUOO.00DU..onu uO1uO. ■OOOU. ■ouoO. oul.uu uO.OU. uoOOO lr.�u ■000000■ 0000.. 0000.. 0000.. t..■....■...■ t. 1. ■tt.tt■...t■ / /.t / / /.t.. /.t /��.00 . ■.1100.1.10 00.00000000.00. 0000000000 /■■..t.......■■00 t....../100../..l...t 00...00 .l..t....■00.■■tt ■.. ■t.■■■..... t.. 0000. ■■.....00....00........ /.00.1..00 ■..000./ 0000 / 0000 ■ ■.1... ■..0 0...0000000000 /0000100....1/..0 0000/00/000000/00 ■..0 .t......000000...0000.t.. 00000011 //111 00.t ■0000000000.00...../ 000000. 100 ■.t00t.l..t t.0000t...1t /00.000000.000000..... t1.00001. 00000000 ......t...t00.t..tt..0000tt.tt.. /. 0000000000000000/00. 000000■.... 0000..■■..... 100 .. ....................00HU.00r"1.. 0000000. 0010 .. /1.1..■OOOO.00■OOUOOO.o /ro. � 0000.■ ■OO ou.00OO.u1..1....1 uOOOO.001OO.e�o 000000.■ 1100100 .. ■.00t.t..t...t00...t.........t ttt/tt.t..t00000000..... t \�00t uouOO uuuOO u1OOO■ ■OUOO. uuuoO OOOUO uO. iii00iiiiiii some iiiii ■iiiii /.iiiiiiii iiii°■ iiiiiiiii°■ iiiiiiiSHIMIlii iiiii iiiiiiiiiiiiiiiiiills :isii :ii ■.1..00.1.00 ■.11....1 ■00.1. 100.10...1.1.....1..1. /.1..00.100.1...00.111.. sum...0 uOUOO �OUOU■ oOOUO ■uOUi.i.i.00U. ■0000■ uOi iiiii ?viiiiiiii ill.... S OMMOMMUMBORiiiiii iiiiiiiiiummum uuu00/100��ou00ur��luo.u■OOO. ■00 010 o00u0011,uo00 uOOOO_ iuOOO_�luu.1OUOO.liuO.iOO.iOUOU ou. EE uo. uO■ uO.00.O. uOUOO uuuOO Co.�uOO uOOUO ueu ::::..M EM .... .::..:::..:::..................................... M::::::: .......... ::!!!l:: I�9!!!l::: ..N.. ..... ■.EON ..... ■uuuuM uuo.uE ■uouoE oouuu .OMEN WOMEN ii? 9::::::GGiiiGi000iiiiiiiiiiiGii d' .......... ......................M...MM..E .MM...M11.. jam .................. E.......... /.... / /.E MMMl.MM11MM u-Now : ::: ::18:11:00:00:01108 : : : : :......: : :... 1❑.M.0 non uu.EUO u.uuu■ ■ouuuE uu uu.r■ 1=among ■.. l .r /...... ■.EE ■ / / /.... / /... /u... //..1//11.■ 1.VJO /■u / ■.. / / / / /.. / / /.. / / / /.../ ■.MON . / //■. 111 / O ■NI a. IE EMM.. ■11111.:...1. ■ ■M ■ ■M. ■■ ■N..E.M /.. ■N /.M.M.u...M...l ��I J..• 1. I,.. OM.. N■ / /..... ■...E ■ /... / /EE../ ■...IIII I.E. / /..� /x'11.... :.N. ■ / /..:. /... u.O. ■ / ■..... /����I�� 1_.uu.r..a. Dunn.. uuuo.■ ■uo ouE uu _ __..__ r_ uuor..:� uouuu uN.o..0 uuuuu .MU un u. iL..N u.'7O ■N /. ■..N /■ E.....N.0 ■ /.■ /noun/ E..1l.. i ■u.uuu uuouu u.uou■ noun.. uo. ul .. uuu.uuEuuu.u.ouuuuuE..uuE 5 ofuE : 00 :111 80H:UN::: :11::11 :0111 :: i■ uuuuu ■noun. uuuuu ■uuuuuuu unu ■■■uouoM ■uuuouuuuuM uuuuu umuM v� IMMMO 0611■■.■■ ■ inn.. u.0 .(..1......o u o...... ..o....o ...... u.... ..o.... : :::::::: .......... 1011.....■ .,.n....... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... o 0606..o. . ..0600.. .0600. .......... .......... .......... ROMMO .......... ..0606........ ........ .. ......... ......... .......... on Ismom .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... .......... Clam...... MLJ u.ouu. o... .o.s uo. uo■ uo Coo . oo. uu. oo. ou. oo. uo■ oo. uo■ oo. oo. ..o. .......... .......... menu ■ .uu■oo uu.uo. :MU MMOM uu.u. iiii UM: SIMON ■oo ..o• ou■ ou■ ■ou iiiii 12 JAN 2012 II 24 R \Roadwa \Prof \b4744 ray tsh dgn $$$$USERNAAME$$$$ rCO- JVTRACT. 0 0 0 0 0 � N 2 Vf p m N N r � � 7o O Z O Z c c rn V c V1 V � � � ` m Q O % n .... � Z '" O O O H Z = Z OH � m _ Z Q C m VfT CC WZ 'ro"n� �b Z = D T �! N N F r O X Z3e« -1 p <� w� Z m Y ri II II II II II II II n m II �0C No N N tJ CO Nb D O < y > m > `oe O `ee Oa O a O �o m Q� 2= < � C O ��, vv a0C m m = H m 7C r Y r 0 O m m (A C m v� �Z� mZ r CA -O+ _ C D C Q = m p O O m 0 -DI y = Z O `m 6 m O v = `O I N A AAA � p u A A u n O O o V 0 A W � � 3 WA � a w � 9 to Cm 2 =O� /^li�lj �Q Otm/f = VJ Q a a i pm l � ° �C m m n y 0 b ^^rn V, r Z W N rn o�0 V A A TIP PROJECT: B-4744 �O 7� O 13AIM NI)I a I m o az + V (,i � v m � N 0 o�' yCD r- WA 3'llL1 Ul r I I y 7m D o ao V CA) < to Z N O (,� O O s I OYy , v ,1 N W � o� o�0 V A suwR IM vco I�✓ ra �ti din r lyy IP � � to AI � y � i m h v b y C n l M S� H °u� t 0 0 0 0 0 � N N Q Q H H N N r � � � � � r c c rn V c V1 V � � � .... � N . O O O =O� /^li�lj �Q Otm/f = VJ Q a a i pm l � ° �C m m n y 0 b ^^rn V, r Z W N rn o�0 V A A TIP PROJECT: B-4744 �O 7� O 13AIM NI)I a I m o az + V (,i � v m � N 0 o�' yCD r- WA 3'llL1 Ul r I I y 7m D o ao V CA) < to Z N O (,� O O s I OYy , v ,1 N W � o� o�0 V A suwR IM vco I�✓ ra �ti din r lyy IP � � to AI � y � i m h v b y C n l M S� H °u� t y 0 b ^^rn V, r Z W N rn o�0 V A A TIP PROJECT: B-4744 �O 7� O 13AIM NI)I a I m o az + V (,i � v m � N 0 o�' yCD r- WA 3'llL1 Ul r I I y 7m D o ao V CA) < to Z N O (,� O O s I OYy , v ,1 N W � o� o�0 V A suwR IM vco I�✓ ra �ti din r lyy IP � � to AI � y � i m h v b y C n l M S� H °u� t ^^rn V, r Z W N rn o�0 V A A TIP PROJECT: B-4744 �O 7� O 13AIM NI)I a I m o az + V (,i � v m � N 0 o�' yCD r- WA 3'llL1 Ul r I I y 7m D o ao V CA) < to Z N O (,� O O s I OYy , v ,1 N W � o� o�0 V A suwR IM vco I�✓ ra �ti din r lyy IP � � to AI � y � i m h v b y C n l M S� H °u� t h v b y C n l M S� H °u� t