The URL can be used to link to this page

Home My WebLink About15.D.1. River District Trunk Sewer Line Reconstruction Project No. 2003-1-Res. No. 5848 IS: o. } , CITY OF SHAKOPEE Memorandum TO: Mayor & City Council Mark McNeill, City Administrator FROM: Bruce Loney, Public Works Director SUBJECT: River District Trunk Sewer Line Reconstruction, Project No. 2003-1 DATE: January 21,2003 INTRODUCTION: Attached is Resolution No. 5848, a resolution receiving a report and ordering an improvement and the preparation of plans and specifications on improvements to the River District Trunk Sewer Line, Project No. 2003-1. BACKGROUND: On October 2, 2001, the City Council ordered the preparation of a feasibility report for the River District trunk sewer, essentially from Adams Street to L-16 (Met Council lift station). The feasibility report has been completed and the report is attached for Council review. Attached is Resolution No. 5848, which receives the feasibility report and orders the preparation of plans and specifications for an improvement project. Funding of this project will be out of the Sanitary Sewer Fund, as a sanitary sewer replacement project and Storm Drainage Fund for storm water improvements. Since no assessments are involved, a public hearing is not necessary. This project was initiated by the spring flood of 2001 and the high III the City of Shakopee experienced. Engineering staff did an estimate on the III cost and determined $135.000.00 for this flood. The new rules from FEMA are such that excessive III in major flood events are not reimbursable any longer. In this report, staff did study more than the authorized area. Upon inspection and televising of the existing sewer, the sewer main east of L-16 to the trailer park and Dangerfield's is also in poor condition and a major contributor to the III problem. The report is then a comprehensive study on the River District trunk sewer from Rahr Malting to L-16 and L-16 to Dangerfield's. Due to the size of the area and different problems associated with reconstruction of this line, the report is separated into three segments. On Segment One, from L-16 to Dangerfields, the main should be replaced and the City should consider constructing a levee above the sewer for protection of property and access to the sewer main during flooding conditions. On Segment Two, from Lewis Street bridge to L-16, it is proposed to reconstruct and realign the sewer main away from the Minnesota River as much as possible. Staff will be coordinating the alignment in Huber Park with the proposed improvements during final design. Another item included in the report is to work with the Department of Natural Resources (DNR) on the State trail and to provide a maintenance trail over the sewer line for better access. Currently, there is limited access to segments of the system, thus limited maintenance has been done over the years. On Segment Three, from Rahr Malting to Lewis Street bridge, it is proposed to reconstruct and realign the sewer main away from the river as much as possible. In some segments, relocation is difficult and riverbank stabilization is necessary to protect the sewer. During final design, construction options will be analyzed and reviewed for cost effectiveness. After review of the report, staff believes the most cost effective way to proceed is to reconstruct the River District trunk sewer in two phases. Phase I would be Segments One and Two, from Lewis Street bridge to L-16 to Dangerfield's. Phase Two would be Segment Three and would be constructed the following year. Staff is of the opinion that designing one phase will be a significant project for staff with assistance from a consultant Staff is requesting to authorize the entire project for design as some design components such as riverbank stabilization can be worked on now and coordination with agencies need more time. Each proposed phase of the project would be approximately $2,000,000.00 of work. Also, the project phasing is large enough to attract bidders and for the City to receive good bids. Staff is also requesting City Council action on authorizing an extension agreement with WSB & Associates, Inc. to assist staff as necessary in hydraulic engineering, obtaining permits, final design surveying and obtaining grants for riverbank protection. ALTERNATIVES: 1. Adopt Resolution No. 5848. 2. Deny Resolution No. 5848. 3. Authorize the appropriate City officials to execute an extension agreement with WSB & Associates, Inc., to assist staff as necessary in providing design engineering services as necessary for this project. 4. Do not authorize an extension agreement with WSB & Associates, Inc. 5. Table for a specific reason. RECOMMENDATION: Staff recommends Alternative No.1, to adopt Resolution No. 5848, so that the sanitary sewer relocation design can begin for construction later this year. Also, it is recommended to execute an extension agreement with WSB & Associates, Inc. to assist staff with this project, on an as needed basis, in obtaining permits, grants and design engineering expertise. ACTION REQUESTED: 1. Offer Resolution No. 5848, A Resolution Receiving a Report and Ordering an Improvement and Preparation of Plans and Specifications for the River District Trunk Sewer Reconstruction, from Adams Street to 900 Feet East of L-16, Project No. 2003-1 and move its adoption. 2. Authorize the appropriate City officials to execute an extension agreement with WSB & Associates, Inc., to assist staff as necessary in providing design engineering services as necessary for this project. i2Ji jJ:(dil1 iT'v Bruce Lone Public Works Director BLlpmp MEM5848 01/16/2003 THU 14:14 FAX 7632877180 WSB TRANSPORTATION !If[~;);!;::/ ~ '~'c/WSB .;:.":.;. '~.' .".. :::.- '. ,:' -'. &Associatea,Inc. January 16, 2003 Mr. Bruce Loney, P.E. Public works Director/City Engineer City of Shakopee 129 Holmes Street South Shakopee,~ 55379-1376 Re: Extension Agreement to Provide Engineering Services for Assistance with Hydraulic Analyses and Design, Permit, Grant Applications, Right-of-Way Surveys, and other Miscellaneous Services for The River District Sanitary Sewer WSB Proposal No. 087-98 Dear Mr. Loney: According to our Agreement for Professional Services within the City of Shakopee and Section I-C-2 (Major Projects), this extension agreement is written to provide you with a method to reimburse engineering services for the above-referenced project. We are proposing to complete the work on a cost-reimbursable basis as necessary in accordance with our attached current fee schedule. The City of Shakopee agrees to reimburse WSB & Associates, Inc. for these services in accordance with Section IV of the Agreement for Professional Services. If this agreement meets with your approval, please sign below and return one copy to our office. Thanks for the opportunity. Sincerely, WSB &: Associates, Inc. /r4//~ Peter R. Willenbring, P .E. Vice President City Administrator cc: Bret Weiss, WSB & Associates, Inc. City Clerk Attachment sm Mayor Date F:\ WPWIN\Proposal\087-98\01l603 ext-agr-Itr.doc Minneapolis. st. Cloud . Equal Opportunity Employer 01/16/2003 THU 14:15 FAX 7632877180 WSB TRANSPORTATION ~.002 A WSB 2003 Rate Schedule d: AssociaJu. Inc. Billing Rate/Hour Principal $113.00 Associate $106.00 Sr. Project Manager $98.00 Project Manager/Engineering Specialist ill $89.00 Registered Engineer/Engineering Specialist H $80.00 Project Engineer/Engineering Specialist USr. Construction Observer $72.00 Graduate Engineer $63.00 Construction Observer $65.00 Engineering Technician W/Scientist m $59.00 Engineering Technician IlUScientist II $54.00 Engineering Technician H/Scientist I $48.00 Engineering Technician I $42.00 Office Technician H $52.00 Office Technician I $29.00 Registered Land Surveyor $100.00 Survey (Two-Person Crew) $119.00 Survey (Three-Person Crew) $141.00 GPS Equipment $39.00 All costs associated with word processing, vehicle mileage, cell phones, reproduction of common correspondence and mailing are included in the above hourly rates. Reimbursable expenses include costs associated with plan, specification and report reproduction. Rate Schedule is adjusted annually. RESOLUTION NO. 5848 A Resolution Receiving A Report Ordering An Improvement And Preparation Of Plans & Specifications For The River District Trunk Sewer Reconstruction, From Adams Street To 900 Feet East Of L-16 Project No. 2003-1 WHEREAS, pursuant to a motion of the City Council adopted October 2, 2001, a report has been prepared by Bruce Loney, Public Works Director, with reference to the improvement of the River District Trunk Sewer by reconstruction, river bank protection and appurtenant work and this report was received by the Council on January 21, 2003. WHEREAS, the Council has considered the improvements of said River District Trunk Sewer Reconstruction, in accordance with the report, at an estimated total cost of the improvements of$4,181,412.00. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF SHAKOPEE, MINNESOTA: 1. That the improvement is necessary, cost effective and feasible and is ordered as hereinafter described: River District Trunk Sanitary Sewer Reconstruction, from Adams Street to 900 feet east of L-16. 2. Bruce. Loney, Public Works Director, is hereby designated as the engineer for this improvement. He shall prepare plans and specifications for the making of such improvements. 3. The work of this project is hereby designated as part of the 2003-1 Public Improvement Program. 4. The City COl.illcil shall let the contract for all or part of the improvements, as authorized by Minnesota Statutes 429.041, no later than three years from the date of adoption of this resolution. Adopted in session of the City Council of the City of Shakopee, Minnesota, held this day of ,2003. Mayor of the City of Shako pee ATTEST: , City Clerk I I I I FEASIBILITY REPORT FOR I RIVER DISTRICT TRUNK SEWER SYSTEM I REHABILITATION I CITY OF SHAKOPEE, I SCOTT COUNTY, I MINNESOTA I I I I I January, 2003 I Engineering Department City of Shakopee SHAKOPEE 129 S. Holmes Street I Shakopee, MN 55379 COMMUNITY PRIDE SINCE 1857 952-233-3800 I I I I I I FEASIBILITY REPORT FOR I RIVER DISTRICT TRUNK SEWER SYSTEM I REHABILITATION I I CITY OF SHAKOPEE, I SCOTT COUNTY, I MINNESOT A I I I hereby certify that this plan, specification, or report was prepared by me I or under my direct supervision and that I am a duly registered professional engineer under the laws of the state of Minnesota. I ~~~ I I Date \. MI/d'Y ~ 2r.J<J Registration Number 17590 , / I I JANUARY 2003 I I I I I TABLE OF CONTENTS DESCRIPTION PAGE I Introduction... ........... ..................................................................... ..........2 I Background. ........... ................................................................................. 2 I Funding........................................ ...........................................................2 Proposed Improvements.................................................. ........... ...... ....... 6 I Conclusion....... ....... ................................................................................ 8 I Appendix I Project Location Maps Layout Map with New and Old Alignments I Sewer Service District Map I Huber Park Master Plan and Topographic Map I ClP and Fund report Construction Cost Estimate I Technical Memorandum I River and Treatment Plant Flow report I Memorandum from WSB on Pipe Recommendation (DRAFT) Report on l&Ifrom Short-Elliott-Hendrickson I Future Land Use and Flow Report I Photos I I I I I INTRODUCTION I I I The Shakopee City Council authorized preparation of a feasibility report, by adopting Resolution No. 5588, on October 2,2001. The intent of the feasibility report is to analyze the River District Tnmk Sewer System, (starting 900 feet east ofL-16 and 9,200 plus feet to I the west along the Minnesota River), with respect to issues and needs affecting the system, the river bottom area and the city over a prolonged period, (50 plus years). I This feasibility report on the sanitary sewer system addresses needs from 2003 through 2053 and beyond. It is based on assumptions that sewers systems installed today must last 50 plus years before rehabilitation or replacement is necessary. I The Metropolitan Council in its "WaterResources Management Part 1" calls such a report a local comprehensive sewer plan (Tier II). In addition, the Sanitary Sewer System Plan I was developed to satisfy Tier II requirements in Shakopee's Comprehensive Plan through 2050. I Shakopee's storm water is conveyed in a separate sewer system. Accordingly, only those items identified by the Metropolitan Council for a Tier II plan and relevant to the river district sanitary sewer system are addressed in this report. I I I FUNDING I I The current policy for sanitary sewer reconstruction or rehabilitation is, 100% city cost and I will be paid from the Sanitary Sewer Enterprise Fund. Some funds may come from the DNR and/or Army Engineers, if available. With this project, extension of storm sewer outlets to the Minnesota River will be needed and paid for from the Storm Sewer Enterprise I Fund. I , I BACKGROUND I I Until 1960, the sewage flow from the City of Shakopee was discharged directly into the Minnesota River through several collecting sewer lines. In 1960, a primary sewage treatment facility was constructed and the River District Trunk Sewer Line was added to I intercept these outlets and convey the waste to the new treatment plant. 2 I I I I In the 1970's, the Blue Lake Treatment Plant was constructed and a lift station (L-16) and forcemain were installed to transport sewage to the new treatment plant and thus closing the Shakopee Treatment Plant. I The River District Tnmk Sewer runs parallel with and is directly south of the Minnesota River. In several areas, the trunk sewer comes within 20 feet of the riverbank with its I profile at or below river water mean. In addition, the systems alignment follows the state trail, for the most part, from east of L-16 to the west end west of the malting plant. I The River District Trunk Sewer is the larger of the two trunk sewers that make up the total flow to Lift Station L-16. The other trunk sewer is a smaller diameter main, which serves the East District and is located further to the south and next to or under the trailer park I vicinity. Also the line east and south of L-16 to 1 st A venue is in need of replacement. The River District Trunk Sewer was initially designed with a 1.0 MGD reserve capacity for I wastes from Rahr Malting Company, which was subsequently connected to the system in 1967. I Rahr Malting's facility is located near the west end of the River District Trunk Sewer line. Rahr Malting's flow is a major component to the flow in the River District Trunk Sewer system, at times adding more than 1.0 MGD. I MWCC Lift StationL-16 is located near the east end ofthe River District Trunk Sewer line. This lift station has been the subject of recent study by the MWCC. In 1992, the I MWCC completed a study entitled "Shakopee Lift Station Facility Plan." The study indicated that the design capacity ofL-16, as well as the River District Trunk Sewer and west/east district line, had been routinely exceeded during periods of peak flows, caused by I wet weather conditions in conjunction with periods of peak production by Rahr Malting and/or high water events. I Because ofthis, the Facility Plan recommended the construction of a new submersible lift station at the site, which would increase the rated capacity of the lift station from 2500 gallons per minute (gpm) to 3700 gpm. (Work was complete during the Mid-1990's and the I lift station is now on line). Due to the poor condition of the river district system, (west and east ofL-16), and after the I 2001 flood events, FEMA will not pay for III during any high water event. Also it is estimated that 1400 gallons per hour of III or add to the cost of operations at an estimated I $40,000.00 per-year. This is having a major impact on our daily cost of operations of the system and has extreme III during flooding of the Minnesota River occurs the cost is an estimated $ 135,000.00. I I 3 I I I ************************************************************************* I Segment one, (east ofL-16 to Dangerfields and south to 1st Ave.) is an area that has other troubles as well as the sewer system. I . During high water events in the 1990's and 2001 this area flooded and in danger the trailer park as well as Dangerfields. Dangerfields as had up to 8 foot of water in the I basement in the past. . Also the pipe system is in poor condition with poor joints, misalignment of pipe, sags in pipe estimated at 24 in. and rocks in the system. I . Manholes in this area are in poor condition and are in need of replacement. I I I I I ************************************************************************* Segment two, (west from L-16 to the 101 bridge), is an area that needs attention soon. I . Very poor joints, sags in pipe that allows infiltration/inflow (III). . Restricted access from Bluff Drive for construction or maintains needs. I . Very poor ground conditions, ponds and trees cover the alignment. . Culverts, storm systems and other pipes are in the path of the sewer system. I . Washouts along the river are dangerous to the pipe system. . Low spots that fill with water over and around the pipe are affecting the system. . Historic structures that need protection during constmction. I This area is the site of repairs done during January 2003 and is one of the areas that we were unable to get the camera into during 2002. This area has sags, poor joints, and rocks I in the system with some poor to bad manholes. This area will need the pipe realigned, reconstmcted and storm drainages issues address. I Also the ponding in this area will need to be moved and some major clean up work done. I I 4 I I At the west end ofthis segment is the Huber Park Area. In this area the pipe nms next to I the liver with washouts as well as the center city sewer pipe that meets the system in this area, approximately along Spencer Street extended alignment. Also the park area is low and floods at each high water event. Power lines cross the area and boat landing and road I access are in poor condition. I I I I I I ************************************************************************* Segmen t three, (west of the 101 bridge to the west end of the system, just west of the I malting plant); This area is the site of a system repair done in the past few years and a riverbank stabilization job done with the U S Army Engineers in 2002. The area has large culverts, a gazebo and other items that will impact the work. I . The far west end of the system is under heavy vegetation and downed trees from past floods. I . Poor soil with soft areas and wetlands are along the alignment. Springs and ponds are over or around the pipe in this low area. . The system has sags and poor joints as well as manholes that are under ground I cover due to no road and poor location. . In one area the system is located along the base of the hill and under some I outbuildings found in this area. . Pipe location is near an unstable riverbank and riverbank stabilization is needed. I It is not clear if the buildings have been placed in the ROW or not. This area has undersized pipe and is the area that the malting plant hooks up to the city system. The area has become a dumping ground for debris over the years and may need to be cleaned up as part of the I system repair. I 5 I I I I I I I -I - ~-'\:"'" - I PROPOSED IMPROVEMENTS I- I It is recommended that the City replace the old system as soon as possible (ASAP) and take I all steps necessary for the elimination ofthe inflow sources identified in this report. This would preserve capacity for the amount of growth that will be occurring within the service area of L-16 as the peak domestic flows approach 3,700 gallons per minute, as projected by I the Comprehensive Sanitary Sewer Plan. I The followinf! are the alternatives for the system repair: >- Do nothing alternative. I The cost of this alternative will be the cost of treating the VI estimated at $40,000.00, (see Tech-Memo), per-normal year. However, treating the III is not considered a long-term solution to the III problem. Due to likely changes to I MWCC treatment rates specifically aimed at encouraging removal of III as well as changes at FEMA. Since the spring of 2000, costs are no longer covered under FEMA and the total cost are now paid by the City of Shakopee. It is not I recommended that the City of Shakopee support this action. I >- Slip lining alternative. Slip lining the River District Trunk Sewer with a polyethylene liner is considered a non-temporary/permanent improvement alternative. This will reduce the I amount of III in the system however it will result in an estimated capacity reduction of about 12% and will cause a surcharged condition in the most critical locations. With needed repairs before slip lining, little, if any cost savings would I be realized over new constmction, and operations will go down. Also, the sags of the existing pipe need to be replaced in the slip-lining altemative. I I 6 I I I )0> Reconstruction of the River District Trunk Sewer System alternative. Under this alternative, the River District Tnmk Sewer would be removed in part, abandon in full and replaced on a new alignment for the most part from manhole I (WD-01, west of the malting plant) to manhole (ED-OI vicinity of Dangerfields). The totallength of reconstruction would be 9,200 plus feet. This will enable the system to keep up with flows in this area and growth in the City of Shakopee. I Currently the sewer is located partially under the state trail system south of the Minnesota river and is troubled with roots from trees in the areas that are not in I this cleared path/trail area. Therefore, it is recommended that an area left and right of the new sewer system, (About 35'), be cleared of all trees and that part of the state trail system be repaved to the cleared area and follow the new sewer I alignment. The paving of a trail is needed for an access for maintenance equipment. This will aid in servicing the system and open up the area for other activities for the people of Shakopee, Scott county and Minnesota. I Construction I Segment one: This segment will need to be replaced and up-sized. Additionally a dirt levee should be considered for construction on the north side of the trailer park to protect it I and Dangerfields during high water events. Construction in this area will need to take place during low water or winter and may involve moving one or two of the trailers in the trailer park for the construction. I Segment Two: This segment will need to be replaced and up-sized. In the park area, riverbank stabilization work is needed as well as fill for the up coming Huber Park project. I Power lines need to be moved and under grounded, the old boat landing should to be removed as well as the old street up to the west side of the old bridge, once a new boat landing is constructed on the north side. The parks and recreation department, U S Army I Engineers and the DNR offices will need to work with this office and plan for the work. Due to the type of work needed and time of year that the work will take place it is recommended that the fill work in the park area could be part of the river system job. I However, it may be best to reconstmct the trunk sewer, underground the existing power lines and then fill the area for Huber Park development. It may be beneficial to do the I riverbank work at the same time, however this could be done as a different job at some other time. I Segment three: This segment ofthe system will need to be replaced and up-sized. Additionally a dirt levee and some fill work will need to take place in the vicinity ofthe far west service end. In this area most of the trail system will be moved and the area will be I cleaned of down trees and trash. A number of culverts and storm systems will need to be fixed or updated as well as river bank stabilization work done. Due to some of the storm pipes and the gazebo in this area, constmction will be difficult and may require pipe I jacking, Micro-Tunneling or pipe bursting be done to protect the in place systems. 7 I I I General Notes: I Reconstmction ofthe system should start in late August and be completed by spring of the following year. Winter, autunm or late summer constmction is preferred due to water I tables and soil conditions in the area. The estimated cost ofreconstmction for the 9,200 plus foot system is 3.5 million dollars (Plus) and may be as much as 4.5 million if riverbank stabilization and tunneling work is required, (Reference Cost of Construction Report). I It is further recommended that the system be built using materials that will-not allow III but will support the ground conditions. Due to the location and condition it is recommended I that a HOBAS PIPE SYSTEM or FLOWTITE PIPE SYSTEM be used to control the inflow and withstand the soil condition. This sealed system should be designed to work in I the wet and less then stable condition found along the river bottom area. " ~ Due to the size of the project area and complexities of constmction, it may be advantageous I to have two phases to complete the project. I I CONCLUSION I I This report finds that repairs and improvements to the river district tnmk sewer system are essential and that the reconstmction is feasible and necessary. I Slip lining the River District Tnmk Sewer with a polyethylene liner is considered a non- temp/permanent improvement alternative. However, it would result in an estimated capacity reduction of about 12% and would cause a surcharged condition of approximately I 7.4' at both critical times and location. Also the costs of lining with needed repairs would about equal reconstruction cost. I Reconstruction of the system has a higher cost than lining, but the polyethylene liner, or the "do nothing" alternative would not increase the capacity or fix the III problem completely. I Reconstruction and realignment using a sealed system of pipe and manholes will have a positive effect on the over all service of the system. This will allow for work on the system I as needed and the building of a park in the bridge area, as well as opening up the area to other forms of recreation. I It is therefore recommended that reconstmction of the system in 2003 take place in accordance with this report and for the project to be built in two phases with Phase I, from Lewis Street to 900 feet east ofL-16; and Phase II, from Adams Street to Lewis Street. I I 8 I I I I Appendix I Project Location Maps I Layout Map with New and Old Alignments I Sewer Service District Map I Huber Park Master Plan and Topographic Map ClP and Fund report I Construction Cost Estimate I Technical Memorandum I River and Treatment Plant Flow report Memorandum from WSB on Pipe Recommendation (DRAFT) I Report on l&lfrom Short-Elliott-Hendrickson I Future Land Use and Flow Report I Photos I I I I I I I I I I I Project Location Maps I I I I I I I I, I I I I I I -.-..-.-. n_.__ ~ J( ~ I \~ ~ Z 101 \Z CARVER COe ~ ~ " '" " "'" """, "," , ", "" " / SCOTT COe I ;/ I / // IwEST E D F / I PROJ CT~ / - / I- L.::J Z I-i :y: I-i > I 750 . FEASIBILITY REPORT I ON RIVER DISTRICT SEWER SYSTEM PROJECT LOCATION MAP ~__' --- ,~- ---- ----- I I I I I I Layout Map with I I New and Old Alignments I I I I I I I I I I I WEST END OF I I SYSTEM PROJECT LOCATION M i AND SEGMENT g 200 AP THREE ~ '" )... 200 II:: ~ I ~ SCALE. 1" ~ . =200' O! OLD STATE ~ AREA OF VERY TRAIL SYSTEM :t: POOR SOILS ~ I I I I :2 I W f-f- I OLD 169 f-~z ccCf.)w occ:2 CLWZ RAHR MALTING w3;---l cc <( ~wo AREA Cf.)z _f-<( ~ ---lOCf.) ~t..e"~ aJa:f- ~---- Cf.)f-Z -===:::::-=: .-:i~ <(Cf.)W _::::..-- w-:2 ~r LLO a:CJ WW :::::::----:~ >Cf.) ::.-----.~ a: -, - - - - -, ~ ~ ~ ~ - " - - - - - - -- ~ - .. - ,. -- WEST END OF PROJECT LOC I I SYSTEM A TION MAP g I AND SEGMENT 200 t'< ~ )... 200 ll:: THREE ~ I :t SCALE' 1" ~ . =200' AREA OF WEST END OF SYSTEM RIVERBANK AND SEGMENT AREA OF STABILIZATION TWO RIVERBANK AND POSSIBLE STABILIZATION PIPE BURSTING OR TUNNELING I I - \ ~ BRIDGE AREA I OLD 169 GAZEBO BOAT LAUNCH OLD STATE TRAIL SYSTEM i CITY CENTER AREA - --- -- -- - - - -j 11 ) ! )( [I PROJECT LOCATION MAP g ~ .... ~ ~ ).. I Q:: ~ ~ j 200 0 200 ~ ~ :<:: !I ~ I ~ ., I ~ I SCALE: 1"=200' I ~ I ) 1':1 I \ OLD STATE ~ II RESTRICTED TRAil SYSTEM ~ :t .... II ACCESS AREA -s ~ Q!i " " .. " .. i I i I II AREA OF 0 a> 1 '" RIVERBANK ~ ~ >-6 j "'z I !' STABILIZATION ~. ..Jl!' ij , ; ~ MISALIGNMENT 0 0 OF S'{ EM "- ~ lE TS ! I I . . ~ . ~ . ~ W 1-1- (j)z I->-W cc(j)~ OCCZ o...W-.J W~< ccwo >-(j)z 1-1-< -.JO(j) COccI- (j)I-Z <(j)W Wo~ HISTORIC SITE LLCCC:; \ ):, WW >(j) ~ cc AREA OF VERY OLD 169 POOR SOilS Ii \ "- 8 CITY CENTER AREA SHEET NO. 30F 4 -.--' -j I - --~ I , , ; 1 X ") PROJECT LOCATION MAP ~ ~ 't )... I Cl:: ~ ~ 200 0 200 ~ ~ ~ I ~ ~'t I \ WEST END OF SCALE: 1"~200' , I i ! SEGMENT ONE EAST END OF ' l I ~ EAST END OF SYSTEM ; :t: :t: ..... i SEGMENT TWO AND SEGMENT ~ ~ ~ ONE i i i I ie _!l: g ~.11 0 '" .;lj ~ c ~f~ >- 0 l~o- Wz .II 5 ~i ~ ~ ~:ij ""'I !iii! ~. ~bU ~ SAG IN SYSTEM ~ L KS IN JOINTS ~ ~ CKS IN LINE ~ OTS IN PIPE . ~ . ., ' .. ~ "'- . ~ "'~""'. _i~:~~ ' ..,..~')':' j ,~,:t. ..."'" \' _~~_ ~ J:.~ o '::.:;;,. ~ ~ ". ~ ~ ~ ",. . ."..;/......~\~ r' - '1 1 GNMENT . . . ~ f- I~~g-- r---r--- --. D" I \ \ OF SY.8TEM . f- >- i'5 I VD \CIQn IJ (-t-I b IL-- : CEAKSlN JOINTS gj ~ ~ . ~U'" --r. o....W......J I .~~., ~~~ :-~" ~BLUFF 08\\1E AREA ~ ~ ~ . ~ RLUt-r- Ul OLD 169 ......J 0 (j) _ rorr~ -~z Cl)CI)W <(-~ Cl:oC) AREA OF POSSIBLE ffi ~ OLD 169 PIPE BURSTING OR ~ TUNNELING AREA OF ~. AREA OF VERY TRAILER COURT ~I POOR SOILS AND POSSIBLE I LEVEE SHEET NO. 40F 4 I I I I I Sewer Service I I District Map I I I I I I I I I I I I I I I I I I I I I I I SE-8 I I I I LEGEND _ ~~~TRICT BOUNDAR[ES I PRO;~~~~R~~~NBOUNDARIES _ _ _ PROPOSED F K SEWERS .. .. .. .. .. POTE ~ ORCEMA I N SEWERS N I I AL AL TERNA T I CITY INTERCEPTOR E TRUNK ROUTING _______. EXISTING MCES SEWERS ~~~~~/1 INTERCEPTOR SEWERS SMSC (Land . ~ ,n trust) SW-O ,___ SMSC (F ee I I ~-s.'0''''''' and) l ,'. _, ,,;j SMSC LAND ( proooaet;l 0> NO place ,nl~P8s+1' be . DE NUMBERS / :a" ~ ~bO~ ADDED l I LOW ADDEO) t Sw-8 SUB -DISTRICT NUMBERS CHA5KA INTERCEPTOR PRIOR LAKE SHAKOPEE ,:"._ , I NTERCEPTOR ARE ~ ,',,':J 5HAKOPEE I NTERCE A L PTOR AREA -16 7024 INTERCEPTOR AREA FIGURE 3 - INTERCEPTOR SERVICE AREAS! I I I I I I Huber Park I I Master Plan I I and I I Topographic Map I I I I I I I I Master Plan - - I Huber Park City of Shakopee, Minnesota i I I I - I Distance To Amphitheater Naturalized Area Area From Parking: Park Shelter Buildings ... From Parking Area 1 (400-550 If) * Water Treatment System '" Variety Of Sizes Regional Trail I. ... From Parking Area 2 (400-500 If) ... Naturalized Landscaping '" Various Park Settings ... Connection To Other ... From Parking Area 3 (1200 If) * Breaks Up Maintained Spaces ... Picnic Areas Trail Systems And Places Of Interest 1 Waterfront Overlook Plaza * Runs Along The River Stage / Perfonnance Area ... Patio With Seating * Seating Areas Along Trail ... River Overlook I * Strong Architectural Character ... Tenninus of Main Walkway Parking Areas * Park Centerpiece * Park Identification Element ... 91 Spaces Total * Made To Withstand Some Flooding ... (4) H.C. Spaces Off * Public Omamental Gardens OfFilImor Street I Shoreline Stabilization Drop-Off Area ... Bioenginecrcd Shoreline Open Lawn Area ..' Buffer From Residential Areas Stabilization Treatments '" Picnic Space ,t.~'.>J I '" Aesthetically Pleasing * Infonnal Recreation Area ... Utilizes Native Materials Park Shelter Buildings Park Property Boundary * Variety ofSizcs I ... Various Park Settings * Picnic Areas I I Improve/Update Fillmor Street I Restrict Alley Access * Access Only From One Street And Dead-End The Other Access I ~~~~. .___.i.~.~--~_. Future Acquisition Possibility * Could Provide Large Multi-Purpose .. Shelter Building For Park Activities I ... Out Of Main Park Flooding Areas * Varying Levels Of Lawn * Provides Sculptural Interest And Open Park Space * Performance Seating * Extension Of Streetscape Design I ~ Naturalized Areas Park Identification On Corners '" Naturalized Landscaping Breaks "'( -<::; *PaffiIdentifi~tionE~mern I s. .00 'so Up Maintained Areas ~. * Information For Vehicular Traffic '" Provides "Windows" Into Park Small Overlook / Stage Area Downtown Connection '-,- Streetscape Design Open Lawn Area Prepared By: I * Stage For Smaller Performances * Existing Crosswalk * Ornamental Fencing * InfonnalRecreation Brauer & Associates, Ltd. ~ :I: Seating I Overlook Area at Stoplight ... Seating * Park Events (Farmers Market 10417 Excelsior Boulevard * Lawn Scating in Hillside * Dire(.,'t Connection to * Tie Into Downtown Character Derby Days, Etc.) Suite Number One Downtown Sbakopcll :I: Picnic Space Hopkins, MN 55343 I SHAKOPEE 1"'OI""t:ffOHI2 Oot~: 'd~_()1 I I .rOPOC./?APH/C S l/./? f/E' Y FOR' C/fY OF SHA/lOPffff uatZ .t?4'saw.PJ70H.' ~~ ~:m:,-:. =: ~J'J:;:: ~5.Eo= :;.~kUow~ HUgER PARK; SHAKOPEg; NIHNES07'A I ......... .... ~ot tht eouthea.st comer of tho Northoost Quarter of SeGtfon I. T~ 115, fA Rcmgt 2:1~ nee on 011 aaeul'M!d beoIfnrO fA ~ DO deOn* OS minutet 49 eeccnd:I Eost CI tJE:SO dldUnee of 1148.44 foet to the point trI ~ thence South 80 dOQlMl 01 mlnula 5Q tJ MCOnd. Weal: G dIttonco or 2S!.64 foot thence uth 10 deot"ees 15 mfnutea 19 MCCndt tJl , t :n~~~~o~=~"~n:a~~~ ..... 4;~ .' 11S.9ll1Ht:_......20.=06_........._t................oo,eot; '","\ '\8 \ /...(?'. I ~W~~1~:of15d::::.S6~OOto~~hE:;tof~~ . 'lI" ,E{/ j ,..".-.' ~ fNl. a dlom d"lIt4nce of 207." teet .snd CI chord boor&lg 01 North " degr4lllS 47 rnInutea \ 5 /...., ~ 1.:: _,/ ~_' . ~urwe~~ofu.mt"=~~8~~,..200~~~~scld :-;' I .,/~~~.'~'-,.N-::>.-- .... ~c12S7.84feet;tMnclINorthtO~02mJnute&"~dsWettodi&toftctol . r -..!~'- .....,.... ~ .7.32'...........~......_......_.....__._ , \,'.;..:1/- .... .' '.fIt ....' , of 1497.30 feel. CI cefttrCl I1nQ of 04 ~ "2 tl'I1nl.rtn 14 teCOnda. on dre ItIlGth 01 ;d.. _ -..... ___"~-"-- "', , / =f~~=~u:'=:~~oftj:O",~:u.~~:c~~. ~. ;..~_ ."., ' /.~.~/" j ~ ~ ~ ~t.~ t I i".//"~/ .. /' ./ / ~i)~1:::;{.: .-YOrKs.' "(~1 5.1 ~ ./' / / J:><..;.<:',/..,"':'--> ~ =~~ ~ ~~noN or ~ O=PlK<<S .-OED TO BOlTON . ",,;j~~:?\' \'/ / _ ~" ,:'~~~,i~~X:~:l:~__:~:~:J:'::~ I ," //' '-/ '1# _-,C ",,/.:;.. ' ,:::::: 'UMy, ~ ~ _rt w= p~~m by ~ ., un~, [/ ~i.t~:'~;t-: - - ': - - - \ \\: -\:::~~tj;;,Uti'D;;::'::~~:',::, , my - -- ""d IhcII '"" . duly 'leonoed Lend Su",""", unde, Ih. Le.. . ... /', .. ..' )l \ \:I!:~if.~'I:. \ \ i \~,:.\>/,<,::,;:::<,~~... ...... __.\,., ............. , -l" '~. f -X'''' . I olthe .....0' U1nneootG, .._-"".............. 'r"" ....,,",.' '"\ ,,' t' .' '.'" ~. I \ '. ,"" , .....,..,,'/,',... \ .,' \ ...-....... "," _".......1':.;.-- /\~\h<' ,:/' . X.(::/;:>,::f<::;<'''/( _"e 15th doy....... 2001 ';:'':'' _ - r::.' \/, ii', ..~;t I \ - ~./l',:"///>,~:<,, ,- =-.=~ - =r?';\~f~u\$;\/ f\ \'fr, \ w~1~f~j;#r"{) \.'" \ / ~ I Fer 1lolIcn" "'"'" 'm:. \ ,,' .__''''"-~" \ J", \ "~ <>" "\ \ , \ ""'\'./ " ", / ,..' .;\ \ \; , . \/ \ \" \ >. "(;.(~;' ~ ~::<;>/>:, 1\ ,: : II \ ~ /\./ \ ~/\"',,'~ \ \'''' Ii) l\\ \\\ ~?f:::';::;'~ ,8 / \i j \ .L---...1 ~ , IJ ,,' \" ./' . \ 5 i - i:. \ \.. I '#.~<:~> i''('' ! V : i ;<1-\_ - - ~ N ;~ \' \ \.. i ,.;' I \ j~ \.', \~//!,:::,,~~' ,', I / _J..-t--r~","", , .; '" I 3 I , ,'" i ~ ,". !~1,''' ."". L- - - : '...,,' . I ^ ,1 \ \ . \ \ -<f' \ /",. ,~: / 1;.1' - - , I' "."." ~ ". , .' \ ," , '~" '-- , , l ,'\ , I ' \182. ~ \ \ 1/' J~'/ ,\., '7r-i,~-I''' , '",oJ/:: ",.t . . \ . \ \ .' '" "', " \ \' "j : .:~> " ,'1"'," ,.:t ~ ' ' . _- lIl' , ',/ 'I ' .' W.;G) E ~'~"~ ',(I';,'" , \ V \. \ I _1--, "-. ',,:(', I', ~,.. ~ ,>,~ ~ .'" \. r: I '''." '~,. /1 ~ J "" _ - '" ' J ~ I r ',', _ I ~ ..' )"~.. 7 .~::" ',f/'. 1"-/ / \ /\ '. \ 1. --\- "~~! / : ,,$', _--, ,/ "", I ' ,.. ','.., i.!' ' / \' - - , "," ' , ", I" ~ 1# ~'" :~'; '~:;,,;... / ..... : l ~,~~" / ~"; \ ~ ,,, \ < \ _ _ r \ "r 1'! ; !,", _ _ - 1 ,-(1' o,'.Z;.,f,p "'--1:' "', ;':' ~ -V/ I .1 _-,--- '. l 'Ii}! ~~~ I : "':,--,- -\ \ II ','; " '-iI'. '~ .."';/, - - . ' , "'.J ".' -- . :. i-" ""\I>~"'n "".(0 >~J-"-" -I ~~;"'" ','" 1--- ~?a\..Uffp.\lENUE J .tI!L\;''''' : _-;1--,1 ': \ Ii ,\ ,? S "," ';1','"u!.""- " ",,,oPt'!' ',. ~.. ,_ '< " ~,. . ':,',_ --il'!1 \ ,\ I,"~ I ~ ;.:\ ~ ' '# ",/ 1'" ::{"'# :.' f" .. ,,' ,'r'" /. ~~.<" ,.1.,1; r; \ i \ \ /i\ \ , ,'. '. ~"'~. , :-". 'i:~~~, ,~, ."'; ". .# '~M: ,:" '.-: :>~<"}"~:', ~..,,,', '. ", ", " , ,,' ,_,;.'-:"', " -..;1, \,1.' \ / \ ,.' ' \ \ / :'jt,~,:(i':::, ,~,- +'i/\o' , . ",~",~ ,~,,-, ,1::'1:1"'-"" ''''~::'',O:;'' ':'0 f:~ \."" . ..l' ,,,,.t. '~" ,.,' _--:-'1 \ \ j " \' \ ,/ I /6 1/ -~ _-.~;:::.. '~..~~ '"'~~~ "~-.f'. "''''~ -, o~..,.J!: ;- .._.--; ~.~::,. ~: ~;;:-;;"'-~-:'~'::.- ,,~: :'':;~' '" .;.11:'1 -~ .., . , _ .- ," ~ ....-.-) · ' . ",,",-, '<~~'::r. ,::: ""j;..e""" ',\ ,f ",~.."?-,,,;,., ,; ;':.z'':~~~ > '.',#>", "", ~.~t.;/' ',.t. ."" '., : - -:r - "r" \ \ i'., '\ X! \ \ /';) \, il 'FG,::'ND '~~~'Cl ;1," . ~ """'C:''''1<'''''''';'''''-'<' . co, .. ,,,.'\"'.,',,,, "_-'-"'1 \" \ . "\ B t -t' ""~. ".1\" -==-'::'--- ,. ,~-,,-:r.' ..~ '~,9-.' ,,,. - '';J,,::o. -,~,-"..-~ ,;"c,,- .(t' \..,<, " :::" -. : ", ,"" " '1 - r" ~ '.'; ,<; -.,.... "',' (' I /./' / ,,.,-. , .,'" 'I' "', , ."" "';/'1j!." " ',' ,,' . "', ' * .--' -'" ,,\..' \ ''''I \ 9 of ".", \ """",,.-' \ ,.' <r . , ...., .#., , "'.... '''''7'''''' 41'... - "m \. '.,., ,--. " ~ ' ~ .',', ..' ."..".." ;II"" . " 'r ~~~.",. ,? :' '~, ',' "J! $;// ,!;", ":,, -. ,,: ,,';, , '-'" ,.' " ..... <- ,\ ." '\", .,\,' , \ '\0 \ " ... ..., r ' ,:' .4'-\"", r"'\' ..,. ',- m .""'"", ~ ~ j "...' ~ '/' 1'1'1 1 'I. p ~ :11;.-.. ~ , ~. ' ~ ' ~ .~ ., - , ,.~~ ,'." ,. ,,~...' ~. ." 2\;' , \" - "",', *" ,'" .,~ /, "'~-' .,#~ ~~ " ,,;4"~ ,:', ..:.:,,~. :' - ',-' \' ',- \ \ \"\ \:~~~ 'r" ..,' ',-" I /' ~ ,~ -. ." """ - , , -" " "- , ' . , . . , , . ' .. \~ ; '" ' \'...t: ,i..~'~, ,.' ">:: /,,:" ,', ''''',' 51.~~O-W" ;' ',' "\: ~ " >': .,t;f ',' ,.I A .f 6 \ \.1' :>/,>/ \ .' \" ,.,' ' 'I.. , ", ",tr . t\)~.' ',. / . ,_w ,. ~ - ~. ~ _-.' ,~...,'~_' '~ ~ '- I , _ i'\ _," ;' I~ " :t..' :.~'. .-I'<t~Y.\:;":'''':~~:'''' ,/::t" ,', ,,' ,: :,-',f.!{a&.6'-:- ': \ ". ,", ~::'::-: ,'''> ,'. ',: -';':' -, \, ":. \~~", ~<f9~ \ "7 I." " ,~T \/.'.<'\ \ t; ~, .... .''!it I " .'.,~' ~."~' ',' '7:59 ",t. .\.. ~. "'~~';>''''''' ~.8;R; \ J'J' .\.,. P;,,' '~""" -.'^'" ,",/, ~'''~ '",'" ~ ',$60'0. "'1:'" ' "\' '';'" "f .':..: .,',' ~s-~l't.,-:-,:,\ -"'~"""'" \ / ''''':1.,'; ..~. .. ",,': ,.." .. ~'" '--.;<':"" ,,"';",','''.;#, ~"'" ,,'," ',""{;,?, ag"" ":":"" > , , " '. ,:' ---:.", '+ :~., .~l'f '.~ ~:~ .:::,;,,~~ .~~, ~,,~ ''':~ .,,"'. C'1f,~C'#f~"f;.,\9!:i/> I. ,.': : :(:,< ':-: \<ot>" " j,,, " , 'f.''' . 759 -' EX!STlN~~,\--// \ ' , ---~ ,.,~, " ; . ",j .'1' ~ ~...~l'>?v-" -\ <I'. ~\ '~. . ~r-'/ ~-,-/ y.---( I -:-A::: ?'~- \ \ " "", ~~~ .c \" \ 6' ,\ ' . (:) :. ." '::, j" "~'\',::\(.}:~:::::;:\:::;~~t::~";-;;,,:'l:-::,~~- ,,' ~~' ...:/', ,r.:-:-:\' .:.:-.-: \ : i I ,A. ~ \ \ \ 1.. \ \ \ "\,,\...,,1,,--,, -,_",;\ . ~~.p .\.-- \ , " \ '\ \ \ \ 8 \ \' .'\":":::::::.,.?,;;:.-::'~,,:,:":::~::>~'-~-:- ,. ~f . _ ..' -~- '. I \ STATE: \ 7'R \ ,<">:J~.."..,,,.,;.,<,,......~.,.,, """,'" . /. "\' \ \ \ 5 I I \ 9 \ \ \ UNK \ \ _ 1. - ~rIf (j!. , , .::. '_::=-: .-c -: . , \ '- -. \ /~~: i L \ i \ \ 4- \ \ M \ ~o \ \ \ \ I G--- ./:-,f., -"'r:-,'::it#,: '\.,' :, ',\. "":,l;."::"~ \ \ \:) \ I \ \ ~ \ \ \ \ \ _..1 ----4,; \ ., ':' 1:' :j~;, ,'\.. ",' ",'!.::',> ',3./.. \ i 2 \ \ \ \ \ 1Il \ , \ \ _-1.--- ,f~4;-1I4 \" ,~ ~~::-' ,\ ' :~=,:-,:,,-'(''':,:::(~''A:tf' \ '\ I \ \ \ a \ \ \ __L-- _---"\ ~ \ \ 0. 'a, \ if.';.(. c',,'.-., C, "...c{'...fft \ \ \ \ \ \ \ '-' \ \ _-...1--- _---I \ ~ \ \ \ ,;,,fJ:.. ,': r~~'Ji~:'t.l: \-". I; \ \ \ \ 1.--- , \ \ _ _1. - - _ _ - - - , \ \ ~ I \ \ 2. \ --.i, ~" .('?'" #..~ '\': <I. ., \ \ \ _ G _ - - - I \ \ \.--'- _ _---I \ \ \ ~ \ \ \ ~ \ . \'~' ,"-', ,:i(/~i .~.,. \ \ _...l---- \...1 - - - 1" \ \ \ \ '" \ \ 2 \ \ \ ..\'l'\ ' "~$ \ 1. - - - Ef:1' _ _ 1. - - - - ,\ \ \ I \ 'gj \ '\ \ \ \ I'. \.- _ - - - fiRST sTf/ ~- _---I I \ \ \ \ I B. \ \ \ \ \ J I _---I \ \ \ \:) \ \ 6 \ \ \ I \ L---- \ I \ \ \ \ 1 \ \ \ \ \ \ _--- _ \ \ \ \ \ B \ \ \ \ \ J.------ _----- I \ \ \ 9 \ I , \ \ L---- _---- .r.. __ __ Thts IUl'9O'f ~ ctlcMJ ground lndIc:ctIona of utDU:t ond kJfotmCJtkrI ~~&""""_NK, INC. I crdobb rrwn .. ~ Tho alIW)'Ol' mobe ~ ~ th<< the CONSUUlHC ENGII<EERS * LJ.NO SURVEYORS ~uUltI..thown co~d1~ utJIiUo$~theO'Otl.e1lhOr 40 0 40 aD 120 1:!115 E'AST ~ 13. QRCSVIJ.i" IUC S53!7 (81~~ in MI"tb Ot" obcnc:Ir:IICd. 1M ~ tvnher daa n<< ~ Itcl the under- 01J.Gomc:i:SetJ,Wll((l'Q,IfN.SL&JlI'ft'l'[....H'- ~l;)0II~_~~C\t 0"'lM1d ulIBUa ."., en n Itw ~ IccotiDft ~. *.cc4' he doeI I11I1I11111 I 1 1 ..'ML.lJ:iWt,...~".r~,IIlN. tlOJIfCD.rWrIIrl~eI"'.""'1nr. CIIrtIIy~th*'fcnlc:lcotsclao~QJpa:catierrcmWetmlllbn GRAPHIC SCALE: FEET ~~t.""'*""'_ GWCIcb&I. The ~ hoe no-t ~ ~ uMor;rouncI utIIi6Ie. JOB NO. T12,20506 FlLE NO, 3278 NET, 20506TP1.' ORWG. NO. 3163-A I SHEET 1 OF 2 I I TOFOC/?AFH/C S l//? /7.ff Y FOR' C/TY OF SHA/lOFEE \ HUBER PARK; SHAKOPEE, AfIHHES07'A \ I \ \ \ \ \ , , , , \ I \ \ \ \ \ \ \ ;It , , \ \ \ 6 \ ~ \ 5 \ ~ \ I rJf:.Po 14 ' \ 4 \ \ \ \ Po ",';I \:!> \ \ \' , '" ~ '\"'~ 2 \ \ \ \' \ ,<~ '.'// :'~::. i \ \ \ e5 \, , -,.",41' '~ " ':J. , \ \ I -~9-\_v':__-,,: 1.---- \ ''''~ -..~ ,( :-'-\40'\ \;.~ \ , .J --- 'rl"~ /'- V~~~:::'''\''''.?' 1..--- - \ . ~ ' 'it: '\ 4f' " \ - - - \ . f- '" '\ / ',' ,":\ - ' - - - \ 1 . # ~':\\~~r .. '" \ i e4- .\", " L ,."7.'....,'4<,< \ TNsIlUMl'f"'IKb~gn:lUI'ld~dullJtJaand&lforrnotlcwt .,1} '., ~<..-", ~ ,li"~l)'l~-t. I CMlI!lobIefroMO..tdl'll"'..Thll..rwyor~no9UG'Ol'4otlbotthe " . .~ 6 j ~ ~" ,lj\<{lj , \ ~~=:ThoOO:::I~,::-":~th~unCsr- 40 0 40 80 120 /'. I 0/ _.k--:--~.. ,. ,""///(');Hl\ i ~l \ ......__...1...._......._._....... 11I11111111 I I If'" .-l-.""- .. , , .' " :;,":,.:'\: i." '\, CIlltffy thot U11)' en loc:otad CD DCCuIDtety n poaItIIII trDrn InfonnolIon l) '~.". ." ~", . ~' I j '1 "I _- -.... 1ho ......... ... .ot _ "''''''' _~, ....... CR!.PHIC SCAlE - FEET ~ - ,(./"'-"""" '/ /if; i ' " I.' .. _ _ - \' \l> \ , - ... ' .....' ,.,..' I ;. r' ~i' ',',' ,I . . , _ -"\ - \ ~ "" / ./ . , .,' ~ ' .. ' '. 1': ; T - ~ \ \ I . .. r.#'" '" -- \ .. ..I.' /~. . " .I' i ~. ,,~-- .-;/': :/ ..' ; :.It - - -c - \ \ \ ~ \ \ r> ~ ~:{'~ . ,,',' /. ""'..iJ!.-'-"Jt .. \ \ \ __ .#, ", "{ 5..",.. ,. -' ,_ " ';j.f:.--:~ ," \ \ \ \ ' ,~#', .jt;;J""'" .\,., \ '/"~" ..' ~? ,... ~-. . ,/' ;/.. ,'.. '. ... :~, \" '. ,,< \ \ \ \ ~J // ," ---~+' ~'!' '.#~ ,7~ \ ~' -"r:-";"':-:~'~:'" '~--- : \ \ \ \ \ \ \ I k ' .. .f~'.Q:' :..;;->/ _ 'I, --\:--;"~\:','<'-....~~:', .,,:~ [.~' \ \ 5 \ 5 \ \ '1\ .. . /' ~.;r:: - - '\'1'1''4:'''\ ./..,( ." \ ',\ \ 4 , \ ~ \ t' ; ,>'(cl/y - - --r \ \ \ A~,0~;&,,?>'\ \ .1, \ '\ \ \ \ ~ " \" \~) [ '/ ,,' ~~" . . ,;\ v:1itf-'(}: \ \ \ \~:;\::;;::.::';;~<*~ /'-\ .\~ 1 \ it \ \ \ eo \ \ \ ~ l- I .' ......,:::.:--'. ';~f'" "":>: ~':;/, \ x~~:,'<(:>: J'" \ ,\ . \ #' \ \ , ' J / ~ ill -~----~/'- \ L\/";;'~ \\ ,~~ \ \ 4~:.:\.)<:~r:c.\;;~':5" , \,~ ' \ \~ \ \ 255.~4' - ./;, .~":: ::' \, \ #,'- ..... \ :' :' : \ Y<1":>y:/..;,,-<,,f: l.t ,. \ \ \~ .~ . I .-~ :#' ,) ,I ...?/. I ,-?: :,:,\ \ \Wl:/<~>:'" \, ,,~ \ ~ \. 4''' ~/.f' I.;" \,', .,.! :.' \ 1 , ,:<'>i<<":,:>::):';<-":':;' , ,~ ~? < \ '/,', I \' , \ \ .:<\rof,J;.,\\~ r:::~-'f>\8~;" / ,: 1\ , .J ~ .~~. .-$,~ ,~ ~~_~~,/:# , .' . ,-tf;. ' '\ .' ..' . "",' .' , , ' \ . , ~. . I 'I:- >J ; l \ ...... , f" ',,',' Af':...f:/',:. \' ! 'i ' .1..--- ~ .~' .,' -$ . . -:if-.- '/. . \ 5 i ~ ., \. \, \\ \ ~-::;:<<~" :,t i ! Ii ! ; \ - - '" " F A~ ' ~.. ~~oP.' " , 4 i ,-, \ i+' \ ... ..~ !/'((~~~' /:~ ..' ;' i.L -! - -f..#' - '. .... ,';: ".t ElL/:" ~;~' 9- - - -', ;I:I.'~ - 9- " :!> \ ., <0" ~ ". ;';"''''''., 'l;. -- , . . ~~. .',?~ -, '';,t 9-#'-# I <> ,,\' \.,,! \<\ :"" ,1.;/iU .1:' --- -. , .f'~ '+ ! '.....-~.r-7 "J+ ,"" i 1 '.-#' . , 'z" ~ .,'- .' ~' " .," ~-- if; . '- '-, ,62 ~ \ ' ... . .I;~ .. ..~'-:;?~,# ,,< i ' ,.,,f , '~r." -000' , . .:tt34 . ~ \ '. . \:..\:0. ~ ~ '<(>' ," _ _ -, 00(1 , \ \ \ , , , \ _.1..--,-. <fl' ""'-:_ -,..". .' 3' ...$\ \ \ \ \ , \ \ \ - ..' '~' ,. , '.t . \ I 1 "" _----- .... /"'.~,! ! ) ! .<' : _---"\, '\ \.\ " \ I ' _..l... '; \", , ., -, \ ., L\ \ \ I \ 6 \ - ~ "\" nO . i \"; i : / .... i .~ _ _ no ,.J \ ! ~ . ..' . / .. !' ',^'~ - -- r \ \ ... i ;:' \ \ 7' \ .l'--d 'l/tl'lU<. . / .. i i ,~. : - - \ \ ,:.} '~ \ B' 1 'B\.Uff />., ...... .1: -t-.l.~\; :'~! --,-I ." ~ ~i\1\ I \ \ ..... #~ ..' .... . ,.1 ,.' ,.,d'\"r'- . . I , ~\ \ .^ . -' \: ,\ 9' \ I \ \ I " ,"".;-..--.....:;.l",..;'-:' \ \ \ :~'\ \'10.:':.\ \ \ \ \ . . .'.. '\ \'" I ...::;"': - - '\ " i i .. \ ^~ \ '. \ ',) :i\ , \ " J 1 .......... ---~, ,\ \ \ / \' , \ .'6 \ ~,.', \ \ 1 .1..---- ..: _-.r--I," \.. \ i" i\ It , '7",. '~,'/r ..' \ \---t--- ,,- \ . , "...#' \ "7'\ iI, \ B ,(<'t .,~.~ \ .t.i' \ /.-cl' # ." -'.1' ,7~ '..l----- ---T-- -\ I " ., .......,,' d, .- '9.. \ . .. "\ ,<' I "i' . ./ ./' _ - _ _ - I , ~, \' ............. ....,,' /. ~ - " -cI #''''~' ,'/ --- \ I \ \ . \ . :, .... l' ,.; .r ,- 'I": . I' - "'f ..,', _.:' ,:~ ,~:~ ,,,", ,._,1 i."" ~---\ \ I \ \ ..\<'J> / . '~: \.: ;';:~'{s/( tJI.. \ \ \, " " I 7 . . " "41 _ - - ~~ r " , -'\'9' \ \ \ 1 \ \ ,"~\ .. _--'(le: - 'r ~~ .~~(<.~' \ '\69 \ I \ :; \ ..."..' /__'. .' IST'NGAL~ -- \ , \ 1] --- "i'.,:, \ \ \ 1<\ \ \ .' '. .... -""i-'''.! .',. 580'07'53, 0( - -./ \.. \# , /f.f(..... 9,~ W~ ' \:; \ I \ , ..... ... ,~. .' j -- .. . lj ... + ''''''''~' ...........\.... .~~.~:)~C;;..-T. .~ \ '\ 4'~ i~, \ 2 \ \ \ \ I '..:<::;:J;:<. '. .:<\:.,..i:......,,-:<"'''''''' ", ,,';' ." ..- .. \.-- i \ \' ,-- ",',' \#' '\ \ \ , \ :.>J::.~:.'>:<SL:;::;;,,:-':,-:-~.,>--.-e"":\-- ..~~/ _\..---- \ \ \ ~-t , " S\j~" \ \ \ \ J ~;;.#jj+]/5...~~':~~~\;+:8;t,71::''':",,~\'.....:'.iif_''A, \ ,-- \ \ \ 4 \ 5 ~J~"/'" " \ \ _ ~U _ _ _ _1- - - - - ./- "i \,~<l':,:\,'>-'i\':.',.".\~/...ti \ \ \:!>, , \, ....' ~ /:~ , ..1--- J IIIIIQL.TeN&........NK INC I \ .:;t',".\::,::~< ',f,:,,":::"y-./>''')#: \ \ 2 \ \ \ , \,~ . . i \ .I.. --- <>) CONSUl.I1NGDlGlNEEJlS&lANOS~ORS . ~y \.' .\~/':r<<:,,:~ot:'l::::<( .:.#?~ \ 1 \ , \ , :/ 'ff / // '(. - - - - 1 ,... tA$f -- ,~............. S53J7 ("2)"""'" ..yo ""~~"'''':' ...,.......-:.._,..:;::c:::.~...~,.>tP "tI"1. \./.. ....--~ . ' - onoOl'llCC"'......"'................... -.....---........ '?o \ "~. :.-f;::<~.',~~.:::.:::....::.-,.:..,.../~'....ii. \ \ \ \ \ .J'~~'- .-..-..'.........,-..... :.-=.==~'"':._.... ? \ ,~'-:.: . ~:y:i,:::'::~::::7f: .:~1":i' \ \ \ , ..l...---- ~. I JOB NO. T12,20506 fiLE NO. 3278 NET. 20506'TP1,' DRWG, NO. 3163-8 I SHEET 2 OF 2 I I I I I I Construction I Cost Estimate I I I I I I I I I I I I I I ~ lit ~'!H ...... \0 ;g N 0 ~ N I 1l~- c-i - 0\ vi ! 11 ...... N ~ 1"'\ <0::1". 0" 1"'\ - 1"'\ rYi <0::1"" O!l a 00 M li'l N )11" ...... - 0 0 ..; ..; ..; <0::1"" I al~ {,II; {,II; {,II; {,II; ~ 'r:: I ~ lit i~! ...... \0 <0::1" N o i .tltl 0 ~ 0 N I 1l lit... i c-i ...... 0\ vi ...... N ~ M ~t~ "":, 0 M ~ 't;lIt ...... 1"'\" rYi -.:t" ,.eoolCa M 00 0 t'-' <0::1" M M N I~~l M ..... ..... m'" I {,II; {,II; {,II; ~ ~ I I I I ~ ~.~ \0 00 N N 0, ~ li'l 00 I ~~ c-i ...... vi ..0 ...... <0::1" <0::1" <0::1" ~~ li'l \0 \0 0," E::: ..; 0 ..; ...... t'-' t'-' \0 \0 ~ N N N N {,II; {,II; {,II; fA I 0 I ;;. ...... li'l M 00 d'! \0 00 N ...... 0\ 16 vi 00 N ...... In \0 "\lt~ ...... <0::1" <0::1" <0::1" I In" ..a \0" 0,. j~ t:!: 0 '<T ...... t'-' \0 \0 N" N" N N {,II; {,II; (,II; fA l:q I El i ! ~ El '. Q) >> .a , 0.00 I >> i:l: 8- ~ 00 Q) I;l ..... 00 tl 8- 0. .g~ Q) ~ i:l: 0. i:l: s~ i:l: i fll .a ~ ~ 'j OJ I 0 ::r: .9 8(.( @ '""' ~ '""' I I Line Description Unit est. Quantity HOBAS-PIPE SYSTEM Number est. Cost Per-Unit est. Total I 1 MOBILIZATION LS 1 $ 115,232.67 $ 115,232.67 2 REMOVE PIPE I ALL SIZE AND TYPE LF 10865 $ 9.50 $ 103,217.50 3 CLEAR AND GRUB ACRE 15 $ 5,000.00 $ 75,000.00 I 4 REMOVE BITUMINOUS SY 250 $ 3.00 $ 750.00 5 SA WING BITUMINOUS LF 225 $ 3.00 $ 675.00 6 COMMON EXCAVATION (P) LS 1 $ 100,000.00 $ 100,000.00 7 SUB-GRADE EXCA V A TION CY 12500 $ 5.00 $ 62,500.00 I 8 GRANULAR BORROW CY 21500 $ 5.00 $ 107,500.00 9 TRAIL 10 WIDTH I 2.5" BITUMINOUS TYPE 3 SY 9500 $ 13.75 $ 130,625.00 NON-WEAR WITH 6" CLASS 5 BASE I 10 BITUMINOUS MIX FOR PATCH WORK WITH SY 300 $ 37.50 $ 11,250.00 ALL TACK AND CLASS 5 AS NEEDED 11 CONNECT TO EXT -SAN-SYSTEM EA 25 $ 400.00 $ 10,000.00 12 CASTING ASSEMBLY (ALL TYPES) EA 63 $ 600.00 $ 37,800.00 I 13 TRAFFIC CONTROL LS 1 $ 58,954.94 $ 58,954.94 14 SILT-FENCE HEAVY DUTY LF 10,000 $ 3.00 $ 30,000.00 15 WOOD-FIBER BLANKET CATEGORY 2 SY 175 $ 4.00 $ 700.00 I 16 WOOD-FIBER BLANKET CATEGORY 3 SY 250 $ 4.30 $ 1,075.00 17 SODDING I TYPE LAWN (INCLUDES 6" TOP- SY 4000 $ 3.00 $ 12,000.00 SOIL) 18 SEEDING I TYPELA WN (INCLUDES 6" TOP- ACRE 14 $ 900.00 $ 12,600.00 I SOIL) 19 PIPE-18" LF 6320 $ 139.00 $ 878,480.00 20 PIPE-24" LF 2640 $ 158.00 $ 417,120.00 21 PIPE-28" LF 970 $ 174.00 $ 168,780.00 I PIPE-BURSTING OR JACKING LF 750 $ 150.00 $ 112,500.00 22 MAN-HOLE I FULL SEAL TYPE LF 685 $ 125.00 $ 85,625.00 23 PIPE BEDDING LS 1 $ 50,000.00 $ 50,000.00 I 24 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 25 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 . 26 WYE EA 25 $ 150.00 $ 3,750.00 27 D-WATERING LF 500 $ 5.50 $ 2,750.00 I 28 CONNECT TO EXT-HOME-SAN-SERVICE LINE EA 15 $ 100.00 $ 1,500.00 29 CONNECT TO EXT-SAN-SYSTEM MANHOLE EA 8 $ 675.00 $ 5,400.00 30 18" RCP CL3 DESIGN 3006 LF 160 $ 29.50 $ 4,720.00 31 21" RCP CL3 DESIGN 3007 LF 220 $ 31.75 $ 6,985.00 I 32 24" RCP CL3 DESIGN 3008 LF 60 $ 34.00 $ 2,040.00 33 30" RCP CL3 DESIGN 3009 LF 180 $ 37.50 $ 6,750.00 34 18" RCP E32APRON W/TRASH-GUARD EA 8 $ 934.00 $ 7,472.00 I 35 21" RCP E32APRON W/TRASH-GUARD EA 5 $ 1,115.00 $ 5,575.00 36 24" RCP E32APRON W/TRASH-GUARo EA 3 $ 1,380.00 $ 4,140.00 37 30" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,585.00 $ 4,755.00 38 CONNECT TO EXT-STORM-SYSTEM EA 5 $ 450.00 $ 2,250.00 I MANHOLE 39 ADJUST DRAINAGE STRUCTURE EA 4 $ 400.00 $ 1,600.00 40 RIP-RAP CLASS III CY 150 $ 65.00 $ 9,750.00 I 41 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 365 $ 33.50 $ 12,227.50 42 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 270 $ 39.50 $ 10,665.00 43 BYPASS-PUMPING LS 1 $ 50,000.00 $ 50,000.00 44 CONSTRUCT 6" OUTSIDE DROP LF 15 $ 235.00 $ 3,525.00 I 45 CONSTRUCT 12" OUTSIDE DROP LF 6 $ 315.00 $ 1,890.00 -:~::;. est. Sub-Total = $ 2,745,129.61 I 46 CONTINGENCY FUND 10% LS 1 $ 274,512.96 $ 274,512.96 est. Sub-Total = $ 3,019,642.57 I 47 ENGINEERING, ADMIN, LEGAL FEES 15% LS '1 $ 411,769.44 $ 411,769.44 I est. Total = $ 3,431,412.01 I Line FLOWTITE-PIPE SYSTEM Description Unit est. Quantity Number est. Cost Per-Unit est. Total I 1 MOBILIZATION LS 1 $ 113,389.16 $ 113,389.16 2 REMOVE PIPE / ALL SIZE AND TYPE LF 10865 $ 9.50 $ 103,217.50 3 CLEAR AND GRUB ACRE 15 $ 5,000.00 $ 75,000.00 I 4 REMOVE BITUMINOUS SY 250 $ 3.00 $ 750.00 5 SA WING BITUMINOUS LF 225 $ 3.00 $ 675.00 6 COMMON EXCA V A TION (P) LS 1 $ 100,000.00 $ 100,000.00 7 SUB-GRADE EXCA V A TION CY 12500 $ 5.00 $ 62,500.00 I 8 GRANULAR BORROW CY 21500 $ 5.00 $ 107,500.00 9 TRAIL 10 WIDTH / 2.5" BITUMINOUS TYPE 3 SY 9500 $ 13.75 $ 130,625.00 NON-WEAR WITH 6" CLASS 5 BASE I 10 BITUMINOUS MIX FOR PATCH WORK WITH SY 300 $ 37.50 $ 11,250.00 ALL TACK AND CLASS 5 AS NEEDED 11 CONNECT TO EXT -SAN-SYSTEM EA 25 $ 400.00 $ 10,000.00 12 CASTING ASSEMBLY (ALL TYPES) EA 63 $ 600.00 $ 37,800.00 I 13 TRAFFIC CONTROL LS 1 $ 58,055.69 $ 58,055.69 14 SILT-FENCE HEAVY DUTY LF 10,000 $ 3.00 $ 30,000.00 15 WOOD-FIBER BLANKET CATEGORY 2 SY 175 $ 4.00 $ 700.00 16 WOOD-FIBER BLANKET CATEGORY 3 SY 250 $ 4.30 $ 1,075.00 I 17 SODDING / TYPE LAWN (INCLUDES 6" TOP. SY 4000 $ 3.00 $ 12,000.00 SOIL) 18 SEEDING / TYPE LAWN (INCLUDES 6" TOP- ACRE 14 $ 900.00 $ 12,600.00 I SOIL) 19 PIPE-18" LF 6320 $ 137.00 $ 865,840.00 20 PIPE-24" LF 2640 $ 151.00 $ 398,640.00 21 PIPE-28" LF 970 $ 169.00 $ 163,930.00 I PIPE-BURSTING OR JACKING LF 750 $ 150.00 $ 112,500.00 22 MAN-HOLE / FULL SEAL TYPE LF 685 $ 125.00 $ 85,625.00 23 PIPE BEDDING LS 1 $ 50,000.00 $ 50,000.00 24 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 I 25 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 26 WYE EA 25 $ 150.00 $ 3,750.00 27 D- WATERING LF 500 $ 5.50 $ 2,750.00 I 28 CONNECT TO EXT-HOME-SAN-SERVICE LINE EA 15 $ 100.00 $ 1,500.00 29 CONNECT TO EXT-SAN-SYSTEM MANHOLE EA 8 $ 675.00 $ 5,400.00 30 18" RCP CL3 DESIGN 3006 LF 160 $ 29.50 $ 4,720.00 31 21" RCP CL3 DESIGN 3007 LF 220 $ 31.75 $ 6,985.00 I 32 24" RCP CL3 DESIGN 3008 LF 60 $ 34.00 $ 2,040.00 33 30" RCP CL3 DESIGN 3009 LF 180 $ 37.50 $ 6,750.00 34 18" RCP E32APRON W/TRASH-GUARD EA 8 $ 934.00 $ 7,472.00 I 35 21" RCP E32APRON W/TRASH-GUARD EA 5 $ 1,115.00 $ 5,575.00 36 24" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,380.00 $ 4,140.00 37 30" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,585.00 $ 4,755.00 38 CONNECT TO EXT-STORM-SYSTEM EA 5 $ 450.00 $ 2,250.00 I MANHOLE 39 ADJUST DRAINAGE STRUCTURE EA 4 $ 400.00 $ 1,600.00 40 RIP-RAP CLASS III CY 150 $ 65.00 $ 9,750.00 41 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 365 $ 33.50 $ 12,227.50 I 42 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 270 $ 39.50 $ 10,665.00 43 BYPASS-PUMPING LS 1 $ 50,000.00 $ 50,000.00 44 CONSTRUCT 6" OUTSIDE DROP LF 15 $ 235.00 $ 3,525.00 I 45 CONSTRUCT 12" OUTSIDE DROP LF 6 $ 315.00 $ 1,890.00 est. Sub-Total = $ 2,706,416.85 I 46 CONTINGENCY FUND 10% LS 1 $ 270,641.68 $ 270,641.68 est. Sub-Total = $ 2,977 ,058.53 I 47 ENGINEERING, ADMIN, LEGAL FEES 15% LS 1 $ 405,962.53 $ 405,962.53 I est. Total = $ 3,383,021.06 I Line Description Unit est. Quantity HDPE-PIPE SYSTEM Number est. Cost Per-Unit est. Total I 1 MOBILIZATION LS 1 $ 109,871.37 $ 109,871.37 2 REMOVE PIPE 1 ALL SIZE AND TYPE LF 10865 $ 9.50 $ 103,217.50 3 CLEAR AND GRUB ACRE 15 $ 5,000.00 $ 75,000.00 I 4 REMOVE BITUMINOUS SY 250 $ 3.00 $ 750.00 5 SA WING BITUMINOUS LF 225 $ 3.00 $ 675.00 6 COMMON EXCA V A nON (P) LS 1 $ 100,000.00 $ 100,000.00 7 SUB-GRADE EXCA V A TION CY 12500 $ 5.00 $ 62,500.00 I 8 GRANULAR BORROW CY 21500 $ 5.00 $ 107,500.00 9 TRAIL 10 WIDTH 12.5" BITUMINOUS TYPE 3 SY 9500 $ 13.75 $ 130,625.00 NON-WEAR WITH 6" CLASS 5 BASE I 10 BITUMINOUS MIX FOR PATCH WORK WITH SY 300 $ 37.50 $ 11,250.00 ALL TACK AND CLASS 5 AS NEEDED 11 CONNECT TO EXT-SAN-SYSTEM EA 25 $ 400.00 $ 10,000.00 12 CASTING ASSEMBLY (ALL TYPES) EA 63 $ 600.00 $ 37,800.00 I 13 TRAFFIC CONTROL LS 1 $ 56,034.81 $ 56,034.81 14 SILT-FENCE HEAVY DUTY LF 10,000 $ 3.00 $ 30,000.00 15 WOOD-FIBER BLANKET CATEGORY 2 SY 175 $ 4.00 $ 700.00 I 16 WOOD-FIBER BLANKET CATEGORY 3 SY 250 $ 4.30 $ 1,075.00 17 SODDING 1 TYPE LAWN (INCLUDES 6" TOP- SY 4000 $ 3.00 $ 12,000.00 SOIL) 18 SEEDING 1 TYPE LAWN (INCLUDES 6" TOP- ACRE 14 $ 900.00 $ 12,600.00 I SOIL) 19 PIPE-18" LF 6320 $ 129.00 $ 815,280.00 20 PIPE-24" LF 2640 $ 147.00 $ 388,080.00 21 PIPE-28" LF 970 $ 167.00 $ 161,990.00 I PIPE-BURSTING OR JACKING LF 750 $ 140.00 $ 105,000.00 22 MAN-HOLE 1 FULL SEAL TYPE LF 685 $ 110.00 $ 75,350.00 23 PIPE BEDDING LS 1 $ 50,000.00 $ 50,000.00 I 24 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 25 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 26 WYE EA 25 $ 150.00 $ 3,750.00 27 D- WATERING LF 500 $ 5.50 $ 2,750.00 I 28 CONNECT TO EXT-HOME-SAN-SERVICE LINE EA 15 $ 115.00 $ 1,725.00 29 CONNECT TO EXT-SAN-SYSTEM MANHOLE EA 8 $ 575.00 $ 4,600.00 30 18" RCP CL3 DESIGN 3006 LF 160 $ 29.50 $ 4,720.00 31 21" RCP CL3 DESIGN 3007 LF 220 $ 31.75 $ 6,985.00 I 32 24" RCP CL3 DESIGN 3008 LF 60 $ 34.00 $ 2,040.00 33 30" RCP CL3 DESIGN 3009 LF 180 $ 37.50 $ 6,750.00 34 18" RCP E32APRON W/TRASH-GUARD EA 8 $ 934.00 $ 7,472.00 I 35 21" RCP E32APRON W/TRASH-GUARD EA 5 $ 1,115.00 $ 5,575.00 36 24" RCP E32APRON WITRASH-GUARD EA 3 $ 1,380.00 $ 4,140.00 37 30" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,585.00 $ 4,755.00 38 CONNECT TO EXT-STORM-SYSTEM EA 5 $ 450.00 $ 2,250.00 I MANHOLE 39 ADJUST DRAINAGE STRUCTURE EA 4 $ 400.00 $ 1,600.00 40 RIP-RAP CLASS III CY 150 $ 65.00 $ 9,750.00 I 41 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 365 $ 33.50 $ 12,227.50 42 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 270 $ 39.50 $ 10,665.00 43 BYPASS-PUMPING LS 1 $ 50,000.00 $ 50,000.00 44 CONSTRUCT 6" OUTSIDE DROP LF 15 $ 235.00 $ 3,525.00 I 45 CONSTRUCT 12" OUTSIDE DROP LF 6 $ 315.00 $ 1,890.00 est. Sub-Total = $ 2,619,468.18 I 46 CONTINGENCY FUND 10% LS 1 $ 261,946.82 $ 261,946.82 est. Sub-Total = $ 2,881,415.00 I 47 ENGINEERING, ADMIN, LEGAL FEES 15% LS 1 $ 392,920.23 $ 392,920.23 I est. Total = $ 3,274,335.22 I Line FST -PIPE CL250/200/150 Number Description Unit est. Quantity est. Cost Per-Unit est. Total I 1 MOBILIZATION LS 1 $ 109,689.80 $ 109,689.80 2 REMOVE PIPE / ALL SIZE AND TYPE LF 10865 $ 9.50 $ 103,217.50 3 CLEAR AND GRUB ACRE 15 $ 5,000.00 $ 75,000.00 I 4 REMOVE BITUMINOUS SY 250 $ 3.00 $ 750.00 5 SA WING BITUMINOUS LF 225 $ 3.00 $ 675.00 6 COMMON EXCA V AnON (P) LS 1 $ 100,000.00 $ 100,000.00 7 SUB-GRADE EXCAVATION CY 12500 $ 5.00 $ 62,500.00 I 8 GRANULAR BORROW CY 21500 $ 5.00 $ 107,500.00 9 TRAIL 10 WIDTH / 2.5" BITUMINOUS TYPE 3 SY 9500 $ 13.75 $ 130,625.00 NON-WEAR WITH 6" CLASS 5 BASE I 10 BITUMINOUS MIX FOR PATCH WORK WITH SY 300 $ 37.50 $ 11,250.00 ALL TACK AND CLASS 5 AS NEEDED 11 CONNECT TO EXT-SAN-SYSTEM EA 25 $ 400.00 $ 10,000.00 12 CASTING ASSEMBLY (ALL TYPES) EA 63 $ 600.00 $ 37,800.00 I 13 TRAFFIC CONTROL LS 1 $ 56,708.44 $ 56,708.44 14 SILT-FENCE HEAVY DUTY LF 10,000 $ 3.00 $ 30,000.00 15 WOOD-FIBER BLANKET CATEGORY 2 SY 175 $ 4.00 $ 700.00 16 WOOD-FIBER BLANKET CATEGORY 3 SY 250 $ 4.30 $ 1,075.00 I 17 SODDING / TYPE LAyvN (INCLUDES 6" TOP- SY 4000 $ 3.00 $' 12,000.00 SOIL) 18 SEEDING / TYPE LAWN (INCLUDES 6" TOP- ACRE 14 $ 900.00 $ 12,600.00 I SOIL) 19 PIPE-18" LF 6320 $ 131.00 $ 827,920.00 20 PIPE-24" LF 2640 $ 146.00 $ 385,440.00 21 PIPE-28" LF 970 $ 168.00 $ 162,960.00 I PIPE-BURSTING OR JACKING LF 750 $ 175.00 $ 131,250.00 22 MAN-HOLE / FULL SEAL TYPE LF 685 $ 95.00 $ 65,075.00 23 PIPE BEDDING LS 1 $ 50,000.00 $ 50,000.00 I 24 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7,500.00 25 3 INCH CALIPER B&B MARSHALL ASH EA 30 $ 250.00 $ 7 ;5oo.Q(f 26 WYE EA 25 $ 150.00 $ 3,750.00 27 D- WATERING LF 500 $ 5.50 $ 2,750.00 I 28 CONNECT TO EXT-HOME-SAN-SERVICE LINE EA 15 $ 125.00 $ 1,875.00 29 CONNECT TO EXT-SAN-SYSTEM MANHOLE EA 8 $ 500.00 $ 4,000.00 30 18" RCP CL3 DESIGN 3006 LF 160 $ 29.50 $ 4,720.00 3] 21" RCP CL3 DESIGN 3007 LF 220 $ 31.75 $ 6,985.00 I 32 24" RCP CL3 DESIGN 3008 LF 60 $ 34.00 $ 2,040.00 33 30" RCP CL3 DESIGN 3009 LF 180 $ 37.50 $ 6,750.00 34 18" RCP E32APRON W/TRASH-GUARD EA 8 $ 934.00 $ 7,472.00 I 35 21" RCP E32APRON W/TRASH-GUARD EA 5 $ ],115.00 $ 5,575.00 36 24" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,380.00 $ 4,140.00 37 30" RCP E32APRON W/TRASH-GUARD EA 3 $ 1,585.00 $ 4,755.00 38 CONNECT TO EXT-STORM-SYSTEM EA 5 $ 450.00 $ 2,250.00 I MANHOLE 39 ADJUST DRAINAGE STRUCTURE EA 4 $ 400.00 $ 1,600.00 40 RIP-RAP CLASS III CY 150 $ 65.00 $ 9,750.00 41 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 365 $ 33.50 $ 12,227.50 I 42 8" PVC SEWER, SDR-35 (SANITARY) (0' to 14') LF 270 $ 39.50 $ 10,665.00 43 BYPASS-PUMPING LS 1 $ 50,000.00 $ 50,000.00 44 CONSTRUCT 6" OUTSIDE DROP LF 15 $ 235.00 $ 3,525.00 I 45 CONSTRUCT 12" OUTSIDE DROP LF 6 $ 315.00 $ 1,890.00 est. Sub-Total = $ 2,646,455.23 I 46 CONTINGENCY FUND 10% LS 1 $ 264,645.52 $ 264,645.52 est. Sub-Total = $ 2,911,100.76 I 47 ENGINEERING, ADMIN, LEGAL FEES 15% LS 1 $ 396,968.29 $ 396,968.29 I est. Total = $ 3,308,069.04 I I I I I Technical I Memorandum I I By I James A. Henderson I I I I I I I I I I I I I City of Shakopee Community Pride Since 1857 129 Holmes Street South Shakopee, Minnesota 55379-1351 I I I I I I I Subject: Technical Report for Feasibility study on river district trunk sewer system I 1. The Shakopee City Council authorized preparation of this feasibility report in October 2001 / Resolution Number 5588. The intent ofthe feasibility report is to look at the river district trunk sewer line in respect to issues and needs affecting the system and the city over I a prolonged period. The Metropolitan Council in its "Water Resources Management Part I" calls such a report a local comprehensive sewer plan (Tier II). I 2. The format of this feasibility report consists of descriptions, references to various pertinent documents, a number of study references, and a description of the study process used to perform the feasibility work followed by conclusions and recommendations. I 3. Shakopee's storm water is conveyed in a separate sewer system. Accordingly, only those items identified by the Metropolitan Council for a Tier II plan and relevant to the I river district sanitary sewer system are addressed in this report. 4. This feasibility report on the sanitary sewer system addresses needs from 2003 through I 2053. It is based an assumption that sewers systems installed today must last 50 plus years before rehabilitation or replacement is necessary. In addition, the Sanitary Sewer System Plan was developed to satisfy Tier II requirements in Shakopee's Comprehensive Plan I through 2050. I I I I 5, The areas studied include all ofthe City of Shakopee using the river line and certain areas of Jackson townships that are anticipated to be annexed in the future. I 6. Data available for preparation ofthe feasibility report included; a. The 1989 draft Comprehensive Plan prepared by BRW, with I modifications by Shakopee city staff. b. Data from the Comprehensive Plan that was significantly revised through discussions between the Metropolitan Council and the City of I Shakopee. c. An Environmental Assessment Worksheet and Comprehensive Plan Amendment for a proposed Rahr Malting process water treatment plant. I 7. Sanitary sewer system information available for the study included; a. Construction record drawings I b. 1974 Sanitary Sewer Capacity Report c. City base map in electronic format d. Television reports from previous years investigative work on the River I District Trunk Sewer and 2001102 Television work done for this report. e. System Improvement Study on the MWCC Lift Station L-16. I 8. The River District sanitary sewer system consists of the River District Trunk Sewer and several lateral sewer mains, which pick up flow from the East District, Central District and West District service lines. The River District Trunk Sewer is I constructed of Reinforced Concrete Pipe (RCP) for the most part with some Split Concrete Pipe (SCP) and PolyVinyl Chloride (PVC) Pipe in some areas that ranges in size from IS" in diameter on the west end to 24" in diameter on the east end. I 9. Until 1960, the sewage flow from the City was discharged directly into the Minnesota River through several collecting sewer lines. Around that time, a I primary sewage treatment facility was constructed, (at the present site of Lift Station L-16), and the River District Trunk Sewer was added to intercept these outlets and convey the waste to the new treatment plant. The River District Trunk Sewer was I initially designed with a 1.0 MGD reserve capacity for wastes from Rahr Malting Company, which was subsequently connected to the system in 1967. I 10. The River District Trunk Sewer runs parallel with and is directly south of the Minnesota River. In several areas, the trunk sewer comes within 25 feet of the riverbank. In addition, the systems alignment follows the state trail for the most part I from west ofL-16 to the west end. Additional, the 1974 report on Sanitary Sewer Capacity states that segments of the River District Trunk Sewer were installed in I bedrock below the mean water table, primarily in the east section. 11. MWCC records indicate that the flow at Lift Station L-16 increases when the I stage of the Minnesota River increases. Currently, the state of the Minnesota River has an impact on the III in the River District Trunk Sewer system. All information on river stage was obtained from the Army Corps of Engineers. The Corps has I records dating back to 1939. Previously, they had a gauging station at Shakopee I I I which was located downstream of the T.H. 169 bridge. However, that gage was subsequently discontinued. Levels at Shakopee now must be interpolated using the I USGS Jordan Gage and the Corps' Savage Gage at Port Cargill. 12. MWCC Lift Station L-16 is located near the east end of the River District Trunk I Sewer line. This lift station has been the subject of recent study by the MWCC. In 1992, the MWCC completed a study entitled "Shakopee Lift Station Facility Plan." The study indicated that the design capacity of L-16, as well as the River District I Trunk Sewer, had been routinely exceeded during periods of peak flows caused by wet weather in conjunction with periods of peak production by Rahr Malting. Because of this fact, the Facility Plan recommended the construction of a new I submersible lift station at the site, which would increase the rated capacity of the lift station from 2500 gallons per minute (gpm) to 3700 gpm. (Work was complete and the station is on line). I 13. The River District Trunk Sewer is the largest of the two trunk sewers that make up the total flow to Lift Station L-16. The other trunk sewer line coming from the I east is a 15-inch diameter main, which serves the East District and is located further to the south away from the river. Because the lift station takes flow from both directions, MWCC pumping records could not be used to directly measure flows in I the River District Trunk Sewer. However, The MWCC records for Lift Station L- 16 were analyzed and it was found that peak flows at the lift station directly coincided with peaks in the stage of the Minnesota River. a 14. Rahr Malting's facility is located near the west end of the River District Trunk Sewer line. Rahr Malting's flow is a major component to the flow in the River I District Trunk Sewer system. For this reason as in the past, the River District Trunk Sewer televising work started in October 2001 was completed in 2002 and had to coincide with periods of low flow from Rahr Malting. This made the calculation of I a base flow difficult since Rahr discharges almost continuously and at different rates during different parts of the day, week, and month. I 15. Many issues were recognized and resolved during the study. The following identifies the work completed, not only as initially anticipated, but also what I actually evolved during the course of action. 1. The existing city base map was digitized and an automated sanitary sewer I system map prepared. The physical data attributes ofthe existing sanitary sewer system were documented, including manhole rim and invert elevations; pipe size, material, length, grade, and capacity. Information for I those areas of the system installed prior to 1974 was taken from the 1974 Sanitary Sewer Capacity Report and record drawings. Information for systems installed after 1974 was taken from the 1994 Sanitary Sewer I Report and record drawings. Pipe capacities were determined using a Manning "N" equal to .013. I I I I II. Developable land within each sub district in the study area was determined by land use. Developable land within this context includes all land, which I is or can be developed. Wetlands as identified on the National Wetlands Inventory and storm water storage ponds were deleted from these developable land measurements, as were major rights-of-way. Areas I having high bedrock were not excluded from developable land. III. Sewage generations by each sub district were calculated using the design I criteria as described in this report. The average daily sewage flows for each sanitary sewer sub district were then calculated. Infiltration and inflow in the River District Trunk Sewer system were calculated based on I flow reports and inspections of the system. Based on records, significant infiltration and inflow rates were found during high river levels. This results in a potential peak capacity problem during certain periods. I However, because this primarily occurs when the river is high, excessive infiltration and inflow are only part ofthe over all problem with the river system. Sags in the system and undersize pipe add to the overall troubles I with the line. Given the current flow, rehabilitation methods would be limited; thereby decreasing the likelihood, that rehabilitation would be cost effective. I N. Based on residential equivalent connections reported, average flow for mixed residential property is currently on the order of 1150 gallons per I acre per day. This includes the current mix of single family, medium density, and high density residential land already developed. I V. During preparation of this report, future sewage generation rates, gallons per acre per day in various residential housing densities, are determined. Planning documents and past records were used as reference. A review of I the data resulted in projected sewage generation rates of 1050,2100, and 2625 gallons per acre per day being chosen for the single family, medium density, and high-density residential development planned for the city of I Shakopee. When considering the future mix of residential properties, the average sewage generation rate is estimated at 1250 gallons per acre per day over all. I VI. However, much of Shakopee's non-residential development in the past I was due to the availability oflarge tracts ofland suitable for low intensity uses. Sewage generation rates per acre of non-residential land within the City of Shakopee will probably increase over time. Urban land abuts I Shakopee on the east, southeast, and north. Population, household, and employment growth projected by the Metropolitan Council indicate that Shakopee will urbanize much more quickly than in the past. The land in I Shakopee will become more desired. For this reason, non-residential development wi11likely be more compact or dense, causing sewage generation rates to be higher than the rates being currently experienced. I I I I VII. In review ofprojections being used for other communities, which are currently undergoing significant urbanization, it would appear that a higher I sewage generation rate is appropriate for the future. While existing properties may be generating less than the future rates being projected, it is felt that upon ultimate development of the City of Shakopee, current I developed areas will indeed redevelop to the point of generating these higher flow rates. I VIII. Peaking factors were applied to average flows to estimate peak flows. The peaking factors used for the calculations were those used by the MWCC and known flow from the malting plant. All ofthe future sewage I generation rates and peaking factors assume that infiltration and inflow is under control and within a reasonable range. I IX. Existing and proposed pipes were analyzed based on their ability to handle the standard rate flows while flowing no more than 75% full. This was done to allow for future lining of the pipe as a rehabilitation step used to I prolong the systems useful life span. 16. Current segments ofthe existing sewer system were found to be at overly I surcharged under peak flow conditions. hnpacts of such surcharging were found to be causing a problem in the system. Surcharging, which may occur under ultimate development, has been estimated, and shown that the pipe is currently undersized. I This rules out lining of the pipe as a temporary or permanent solution. 17. It was found that a total of 1500 gallons per minute could leak through the three I holes in a manhole lid and one void under a manhole frame. Overall, current problems with lids and joints in the system can account for III of 1500 gallons per I minute per manhole during flood conditions and an average of 1500 gallons per mile of pipe per day under non-flood conditions. Most of the old category manhole lids have been replaced, but some do remain and the current condition of some of I the structures is poor. 18. Many joints were identified in 1997 as having roots in them, but no evidence of I leakage at the time of the televising occurred. In order to get access to the manholes in 1997, the televising crew had to wait until the river receded somewhat. Accordingly, the river had receded enough that no actual leakage was occurring in I joints identified as having roots. The joints identified as having roots in 1997 were all on the upper end, (west ofthe bridge), ofthe trunk sewer, perhaps indicating that leakage did not occur all that often through these joints nor that severely. During I televising of the River District Trunk Sewer in the 2001, certain joints were observed to be leaking profusely. The amount of leakage estimated by the televising crews is 350 gallons per-day, per-hundred feet, under dry conditions. This shows a I poor system in need of prompt attention. 19. In order to arrive at a reasonable estimate ofthe leakage that may be occurring I in the lower end of the system, (East End / West ofL-16); I I I I. It was assumed that I-gallon per hour per-joint with an assumed head of 2 feet could happen. This was then compared to the actual head in 1993/97/01. I This then shows that the orifice equation estimates the leakage was 129 gallons per hour through each 100- foot section. I II. The River District Hydraulic Grade line, (during Peak Domestic Flow with Possible III), identifies the possible flow through various segments of the River District Trunk Sewer system assuming that domestic flow was at its I peak and that III can occur unrestricted (no back flooding of manhole castings). Domestic flow was proportioned to actual lateral connection locations. III was tabulated by reach and routed through that reach. I III. This was documented by plotting the hydraulic grade line. Beginning at manhole ED-Ol with the 21-inch pipe assumed to be full, the hydraulic I grade line reaches the ground between manhole numbers RD-ll and RD-l 0, causing many of the manholes to the west to be back flooded. Accordingly, the inflow would be less. This shows that the III during peak domestic flow I will be less than during minimum domestic flow. IV. The maximum III to be removed was identified by analyzing the situation I when the flow at L-16 was at minimum. This minimum would occur when Rahr Malting is not discharging and domestic flows are at a minimum, typically at about 5 o'clock in the morning. Plotting the resulting hydraulic I grade line shows that the 21-inch sanitary sewer is only surcharged by about 1.5 foot, the 18-inch is surcharged less than 2.5 foot, and some locations having little danger of back flooding the manhole castings during this time. I 20. Conclusions and Recommendations; I 1) It would appear that the sources of infiltration and inflow have been properly accounted for. This conclusion is based on maximum III I occurring during minimum domestic flows. A lower rate of VI occurs when maximum domestic flows occur due to limited pipe capacity. I 2) It is recommended that the City consider elimination of all of the inflow sources identified. This would preserve capacity for the amount of growth that will be occurring within the service area of L-16 as the I peak domestic flows approach 3700 gallons per minute as projected by the Comprehensive Sanitary Sewer Plan. I 3) In addition, it appears that the amount of III observed in the River District Trunk Sewer has a direct correlation to the stage of the Minnesota River. This indicates that much of the VI is attributable to I infiltration due to seasonally elevated groundwater. During periods of extremely high river stage, submerged manholes may also contribute inflow to the River District Trunk Sewer. The River District Trunk I Sewer televising showed a number of active leaks, roots at some joints, I I I significant pipe settlement, offset joints, sagging, low flow velocities, and considerable sediment in some areas. I 4) Surprisingly, most of the pipe sections themselves are still structurally sound. I 5) Pipe settlement, accumulation of sediment / rocks, Rahr Malting discharge during normal operation and excessive I/I in the River I District Trunk Sewer have contributed to surcharged flow conditions extending over much of the system upstream from L-16. I 6) Results of the inspection suggest that infiltration is suppressed when Rahr Malting discharges to the River District Trunk Sewer. Hydrostatic pressure on the outside of the main due to an elevated I water table is equalized by the heavy flow inside the main. However, the system is over capacity. 'I );> The most cost effective improvement alternative is the "do nothing" alternative. The cost ofthis alternative would be the cost oftreating the III estimated at $40,00.00 per-normal year. However, treating the III is not I considered a long-term solution to the III problem because of likely changes to MWCC treatment rates specifically aimed at encouraging removal of III. I );> Slip lining the River District Trunk Sewer with a polyethylene liner is considered a non-temp/permanent improvement alternative. However, it I would result in an estimated capacity reduction of about 12% and would cause a surcharged condition of approximately 7.4' over the top of the pipe at the most critical location. Although the elevations of basements along I the River District Trunk Sewer system are not fully known at this time, it is likely that this amount of surcharge would be unacceptable due to the possibility of back flooding in basements and homes along the river area. I );> Reconstruction ofthe River District Trunk Sewer System. Under this I alternative, the River District Trunk Sewer would be removed and replaced on a new alignment from manhole (WD-Ol) to manhole (ED-Ol). The total length of reconstruction would be 9,200 plus feet. This could be done I in two steps: a. Phase one from manhole (RD-16 / area-Old river Bridge) east I to manhole (WD-Ol / area-L-16), with an increase in pipe diameter and some other rework items being completed. The system will then accommodate the ultimate peak flow (as I identified in the Comprehensive Sanitary Sewer Plan) with little or no surcharging. I I ,I I b. Phase two reconstmction will complete the replacement of the system to the west of WD-O 1. I ):> Currently the system mns under the state trail system and is troubled with roots from trees in the area, it is therefore recommended that a path 35 foot I left and right ofthe center-line of the system be cleared and that the state trail be moved in to this cleared area. This will allow service equipment to have ease of access to the system and will keep trees back from the pipe I section. An added item is that this will create a very nice, open and safe biking or walking path along the river for the people of Shakopee. I Closing Notes: I ../ Reconstruction of the system has a higher cost than repair, but the polyethylene liner, or the "do nothing" alternative would be a temporary repair. I ../ Moving the alignment and reducing the number of leaks will have a positive effect on the system, in that it will allow for work on the I system as needed and the building of a park in the bridge area, as well as opening up the area to other forms of recreation. I I I I I I I I I I I I I I River I I And I I Treatment Plant I I Flow report I I I I I I I I I I CIOo)O~ I 0)0)00 0)0)00 ~ ~ N N I I I i , I r--.""'...._.....,~-c--'_._._.._-,---c---.......,-.........,...-- 0 I 0 I - N ~ - ! ~ I 0 I i 0 - ! ~ ..... ! - I ..... 0 I I 0 - , 0 j ..... I - ..... I I 0 0 - m r - ..... I f 0 0 - CIO - . ..... 3: ! I I 0 0 0 u: ! j:;:: - .s:::: tJ) ..... - I c w 0 I 0 0 E I 0 :: - (0 - ! ~ I I 0 0 Lo - ~ I 0 0 - ::t ..... I 0 Q ~ ~ I 0 0 - ~ ..... I 0 0 - ..... - ..... I 0 ~ ~ 0 0 0 0 0 0 0 0 0 0 ci 0 0 I (0 '<t N 0 CIO (0 '<t N ..... ..... ..... ..... I aWnlO^ I I I I ' , , , !: I ' ..... .... it-II c>> , J C ,., .: II . l I . (!,) ..... i ..... ! ..... I : ; : t Q tD;tD1'" \ 01. " " ~ \ II. ................t................+........--.... ......-......... t , C I ' I I \. > ~!rc:tt~ I ' :' 0 MiMi-.:t ; : ..: z <Di~tt-- t \ !' r : ! : :: - ._--+-.-t-.._- , . , . I ~..... I ., ~ ~Ic:d . . ~ ~l=:~ . . " 0 (01 I..... 'I ~, & ! ~ \ " = t .. , ': I f i I : : !"I:t'N ,-. .. a. .....1 .! . )...-: (1) CD I .qo I CO o ';; (J) i ..... i ..... I . ~ ::; -. ..~.r;;l.;.. .....h. Q) l!' -- .1.'. - . :::J o!..qo I ..qo no( .:: I <C CO i COI CO '-u ~ \ . C c I Q) c... :;' ...--...I.....-...i-....-.. , . . -I_I- E ." - "",....-"1- , ,.. :s ~i~icD a. .;:. -') coicoico I 0 ,.. i I . ., . I . , " . ! I "C'"" O () ... : - M 1 &I) I. . ..... o " . L- . . I Q . . " .::1 co I r-... '._ N . . ..., CO!..... 1 - 0'> I ~~ s :; .--. --.-!-...~.. -- ...;:s;.. 't J . t ct1 0 :: :>t C'l.!i !~ ~ _ ., a:s ...6'! C'\I I C"') . I u... ,. ..... . "'--. ...... . ~ ~!.- I "C'"" CO " -= ~: :~ ,... IJ-" .-.---t-t--- -.-- ~ ~ a-"C'""lor-:"! 'lIl:t' I - ..... .! .Ieo . - CO LOI...... CD en ~: l..~. _.~..L~..t~. -~- I 0 :. Ii ~ LO!!r-!,.... t:I> J. ~ . . c. .. . " ~ CDi'9d'ICO "lid' .2 .,. a=:::; O')ICDICD eo .. , . : : . .. ~__....... .........;.........1......... ..-.... I : : : i i , " ..a 0)1.....' N . " I" . i Q . , .. CD ..... i eo') i CD .0) - : :: LI.. co I (,0 i CD ......, , , . : ; , .' 1.-......... .........i.........i.......-. ........ c I . . , I i 0 , .. C MICDt-.;t N : : :. t CG N!....:ia.n cd ::> . . .. ...., cnl(D~CD ...... ;:> I u......~..._.._._.,..............:. ..-................-....................1.....-....1-...-..i............._.... .. ...... 0 CD! o! ~ Nt LL- (DiOIC) ot <:) 0 0 0 .0 <:) ~i ~I ~ ~ "C Ill) M If(BS m t-- IS) II fl tlf + ~ ~~~ II (l) : ! +-' ............................. .m.... (l) I ~ I I I ~ Icni... ...1, I ' I glgi~i~ ~ , to lenl<.O CDl I 1"';--- ...:;--t.~..t-~.. -";-1 I I 0 .'.' - '1 , V!N!M Ml 1:Z 0> i Q) 1 CD ..... I l I t--- --'1"'-',-"-' I I +' co \1""01 <0 0 10 .,,:. O eDlleniLD co C>>:C>>I<O ! I I C ~ ~I~I~ ~ (1) co I co I.,.. ~ O (J) CD' en i..... ..... I I! I .~.: r';-- "~'r~-r~-' co (l) ~ l.i ~1::lg ~l . '\u l II I t1 \O-E ~ r":'-' --~'l"~'l~" '-~'1 \.LI ::s ~ICO!' - 0.. O'O'~ ~ , , I' lCO co I 0 ' ~,~I O () ~ c ~i.~j~ ~ , ::s 10 i ~ .i co ..... "'"" :> """) co: 0 iCO ..... I ~ :> L_.___. -.._.-L~-i---- O III >- "ltl"l:t!~ '"' -' CU 'i -!.qo N I \U II llll::: OICOi~ ..... &..La a;;:;; o>!eni~ ..c : '1----.- ----t----1..- --'- ........... , : i .:::::' l- ~! ~ ! -:- ~ I (f) ..c I c.. co i C'? i cO u) ~ -:-I~!cn CD ..J....J -,:- : ~ ! ,- I . C t.......... ....--...-1-........-1--....... O 1,- m!.....!1O ~ I .... I ('l'J .: -I' - ..... . I "lI:tiLD!CD "'l:t ~ \:!~ COiCD!cn c.o . . : , \ I........... .........1.........1......... , . I : I I :\ ..Q coi-.::t:cn ~ I , :)4 1(1) -.:fiMlr--: M _ . :/ u.. ~ico!c;o <0 ...., " , I C I ........... ........t....-..t........ ........ I I: C ~! ~ i C'1 ~ 0 ..j . C\S N i ~ : C\I...... ~ """) COlCD1<n <D > I .........................--.....................-.....,........-................. ............ ..-~t.~.-I...&1.. g ~ O 0 0 ~ CD:O')IO')O .~ -,:-l~!~ N ~ I ~ ~ 00 to +1 + II + ~ L........:.........:......... ........) Q) I ~ I ~ I I Q) Cl "'<- > (t) "'...,. 00...,. I 1U~ s... + Q) ...,. > 0 .- ...,. a::~ ttl ........ I '5 I !/) 00 Q) N c: 0 .S ...,. ~~ I I + I suolle6 puesnolll 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CO ..... CO U) ...,. t") N .... 0 I I ~o-^ew- ~€ I ~o-^ew-el I I ~o-^eW-Sl ~o-^e""-ll 1 I CD ~o-,(eW-6 ~ CD C- O ~o-,(eW-9 ~ .:lI:: I ca I I .c ! ~o-,(e",,-€ ~ t/) ! '0 I ~o-^e",,-o ~ I ~ ! ~o-^e""-LO (3 I ~o-,(e",,-VO ~ :E I I ~o-^ew- ~O ~ I 'C I ~o-Jd'V-el : I I ~O-Jd'V-Sl I I ~O-Jd'V-ll I ~O-Jd'V-6 ~ ~O-Jd'V-9 ~ I I ~O-Jd\f-€ ~ ~O-Jd\f-O ~ I ~O-Jd'V-LO ~O-Jd'V-vO I ~O-Jd\f- ~O 0 U) 0 U) 0 U) 0 U) 0 U) '" .... ..... 0 0 0) 0) CO 00 ,... " " " " " CO CO CO CO CO I (U) UOIJeAal3 I I I C1) Ol ell > ell (j) ..- I ell ... (j) C1) 0) .~ 0 e:: 'V ell ~ I C) + (/) (j) C1) N C 0 .S 'V ~ ~ I I t I suolleB puesnolu. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (l() r- <0 t.O ...,. M N ....- 0 I . ~o-^elfll-~~ . I , ~o-^elfll-9G , I i ~o-^elfll-SG - I c: I CO I ~o-^elfll-GG - I --- -_._-- - 0.. --- --.... I - I ~o-^elfll-6 ~ c: I CI) I E ~o-^elfll-9 ~ - co I I ! i ~o-^elfll-~ ~ , I- ! CI) i ~o-~elfll-O ~ ~ r I co ~o-^elfll-LO ...J ! CI) i ~o-^elfll-vo ru ::::J ! i m i :iE I , ~o-^elfll-~O ~ , --".- .-- -- . ~_..- j -- I ';: ~O-.Jd'f-9G Co i <( i ~O-Jd'f-SG I i Z i I ! ~O-Jd'f-GG i - I I ~O-Jd'f-6 ~ I i l i ~O-Jd'f-9 ~ I I ~O-Jd'f-~ ~ I I 1 f ~O-Jd'f-O ~ i i . .. . .A_~" ..._.",_. ".n' _.. .-.- -- _.'.- - .-- --- ._n' I i ~O-Jd'f- LO i t ~O-Jd'f-vO t J ~ .._0 ~O-Jd'f-~O I 0 t.O 0 LO 0 LO 0 LO 0 LO N ..- ..- 0 0 0) 0) 00 00 l"- I"- l"- I"- l"- I"- (0 (0 (0 (0 (0 I (u) UO!JeMI3 I I I I I I I Memorandum I I from WSB on I I Pipe I I Recommendation I I I I I I I I I A WSB WSB & Associates, Inc. I 4150 Olson Memorial Highway, #300 Minneapolis, MN 55422 (763) 541-4800 & Associates. Inc. (763) 541-1700 (fax) I Memorandum I To: Bruce Loney, P.E. City of Shakopee I From: Kevin Kawlewski, P.E. Donald W. Sterna, P.E. I . ~ Date: January 16,2003 I Re: City of Shakopee River District Trunk Sanitary Sewer WSB Project No. 1281-50 I We have had an opportunity to review the feasibility drawings and related information that we I have received from the City of Shakopee for the above referenced project. The City has requested an evaluation of four pipe materials for the reconstruction of the sanitary sewer trunk line. I The existing river district trunk was constructed of reinforced concrete pipe. Flow monitoring and televising have revealed that the pipes have settled in multiple locations resulting in sags to I depths of up to two feet below the original designed grade line at various points in the line. Recent televising has also revealed the presence ofrocks and other debris in the pipeline. Many of the joints have roots coming through which can lead to infiltration of groundwater I and possible blockage of the pipeline. City calculations indicate that the existing pipeline is currently under capacity and the sewage is surcharging up to nearly two feet above pipe crowns in manholes. This pipeline also experiences high levels of inflow and infiltration I during seasonal water level fluctuations of the Minnesota River. The outlet for the pipeline is lift station L16, which is owned and operated by the Metropolitan Council Environmental Services division. This lift station is frequently overloaded due to high sewage flow levels and I groundwater infiltration. Depths of the proposed pipe vary from 6 feet to 22 feet. Soil conditions along the pipeline are I unknown at this point. It is our understanding that the City is in the process of gathering subsurface soils information along the proposed routing. Seasonal fluctuations ofthe Minnesota River have reached levels as high as 35 feet above the ground elevation. The I specific gravity of water is roughly 62 percent of most soil types. Using this statistic, this could represent theoretical bury depths in the range of 28 feet to 50 feet. I I C:\Documents and Settings\BLoney\Local Settings\Temporary Internet Files10LK4D3\011603 River District Trunk Sanitary Sewer. doc I Bruce Loney, P.E. City of Slzakopee I January 16, 2003 Page 2 of 5 I The City has prepared preliminary cost estimates for the replacement of this facility using four different pipe material alternatives. The pipes and associated costs are summarized as: I 1. Ductile Iron Pipe ($3,308,100) 2. Hobas Pipe ($3,431,400) I 3. F10wtite Pipe ($3,383,000) 4. High Density Polyethylene Pipe (HDPE) ($3,274,350) I Based on these estimates, there is an estimated cost difference of$157,050 separating the high and low estimates. This represents approximately 5% of the total cost. In a project ofthis size, this is essentially inconsequential. As a result, the City has asked for an evaluation of the pipe I materials for the proposed application. In response we offer the following discussions. 1. Ductile Iron Pipe I Ductile iron pipe is commonly used in this area for both sanitary sewer and water main applications. It offers the greatest pipe strength of the materials selected. It is also the heaviest material which requires mechanical lifting and placement. It will I provide protection against hydrostatic pressure induced by seasonal high water level fluctuations of the Minnesota River. The pipe line can be constructed with rubber gaskets and mechanical joints to minimize leakage and pipe failures due to I settlement and shear displacement. However, ductile iron pipe is subject to chemical reaction when subjected to groundwater conditions. If overhead power lines are nearby, electrolysis in the soil can also have a detrimental effect on the longevity of the pipe. Measures can be taken to minimize these effects such as I installing a polyethylene wrap or cathodic protection to neutralize possible electrical effects and corrosion. These are effective methods but can add cost to the project. Due to the weight of the material, it typically takes longer to place the I pipe which can result in lower daily production rates by the Contractor. 2. Hobas Pipe I Hobas pipe is a centrifugally cast fiberglass reinforced polymer mortar pipe that has many applications. It has a corrosion resistant interior lining and exterior coating to protect the pipe from chemical reaction and corrosion extending its I longevity. It is a smooth-walled, durable, lightweight pipe that can be used in deep fill conditions which is a definite concern during flood conditions. The smooth interior lining can provide greater capacity than typical pipes that tend to wear over I time. The nature of the interior and exterior coating will prevent corrosion of the pipe due to being in contact raw sewage as well as with aggressive soils and groundwater. It is also resistant to electrolysis, which allows the installation of the I pipe near electrical facilities without cathodic protection required. The lightweight nature of the material makes it easier to handle and to put in place, which allows for a greater production rate during installation. The literature also indicates that it I is constructed with joints that are easy to construct which also keep installation costs down and overall costs consistent with pipe materials typically used in municipal applications. The nature of the coupling system allows for a tight seal I which should prevent the infiltration of groundwater as well as the exfiltration of sewage. I C:\Documents and Setlings\BLoney\Local Settings\Temporary lntemet files\OLK4D3\O 11603 River District Trunk Sanitary Sewer. doc I Bruce LOlley, P.E. City of Shakopee I Jalluary 16, 2003 Page 3 of5 I A matter of concern with a lightweight, tight sealing pipe system is the possibility of flotation under submerged conditions. A rule of thumb is to provide a I minimum of one pipe diameter of fill over the top of the pipe in dry conditions will prevent this from happening. If the pipe is flowing full, the internal pressure will offset the exterior pressure under wet conditions. The proposed application I conditions in Shakopee should be adequate to eliminate this effect independent of the pipe material selected. The MCES has adopted the use ofthis pipe system and has a developed specification for the application. Attempts to contact persons at I the MCES regarding special bedding conditions and other construction requirements have been unsuccessful at this point. I 3. Flowtite Pipe Flowtite pipe is very similar to Hobas pipe. It is a lightweight, smooth-walled, glass reinforced pipe material. The reinforcing and coatings make the pipe lining I inert, which serves to eliminate cOlTosion due to the conditions both interior and exterior to the pipe surface. As a result, no additional treatment such as cathodic protection or po1ywrapping is necessary to protect the pipe. The material is I lightweight and easier to handle and assemble than ductile iron or concrete pipe. This fact should equalize overall costs making it competitive with the heavier pipe systems such as ductile iron or concrete. This is evident in the tight range of cost I estimates for the proj ect. The use of this pipe should be adequate to replace the existing line and provide a substantial service life for the replacement facility. Again, it is a smooth walled pipe which offers better flow characteristics than concrete or ductile iron, which should allow for a slightly higher capacity than I what could be achieved with ductile iron or concrete. The manufacturers can also review the proposed construction and application conditions and verify the stiffness requirements in the pipe to prevent failure of the pipe from soil and flood water I loading. 4. HDPE Pipe I There are two products ofHDPE that could be considered for this application. The first is the dual walled type which has the corrugated exterior and smooth interior surfaces. This pipe comes with a coupler system at each joint that offers a tight I seal which tends to eliminate infiltration as well as exfiltration. This pipe is extremely lightweight. It provides excellent flow characteristics and should also allow for some increased capacity as a result. It also is resistant to cOlTosion and I electrolysis and resists wear significantly better than the ductile iron or concrete pipe. However, its strength is more dependent on bedding conditions than the Hobas or Flowtite and will most likely require more installation observation than I the other materials being considered. . Improper compaction techniques can push the pipe upward which could compromise the flow line. Considering the flat grades proposed by the preliminary design, this is not allowable. Improper bedding I and installation could also allow the pipe to settle and deflect more readily due to the materials reliance on the strength of the soil around the pipe. Another matter of concern is the corrugated exterior of the pipe. The nature ofthe corrugated exterior I can potentially result in the presence of voids in the pipe trench. If the groundwater or floodwater enters these voids, it could potentially loosen the soil bedding and compromise the integrity of the pipe system resulting in failure of the I C:\Doctlments and Settings\BLoney\Local Settings\Temporary Internet Files\OLK4D3\0 11603 River District Trunk Sanitary Sewer.doc I Bruce Loney, P.E. City of Sltakopee I January 16, 2003 Page 4 015 I system. Floatation concerns are greatly reduced due to proposed depths as provided by the City. I A second HDPE product is the butt-fused pipe. The use of this system would provide a continuous pipe between manholes which would essentially eliminate the I potential for infiltration at pipe joints. The fact that there are no coupled joints provides more strength than the dual wall pipe system and less dependent on bedding conditions. The process of butt-fusing does tend to leave a ridge around I the interior of the pipe as a result of the process. The ridges tend to disallow televising as the camera can get hung up on these ridges. With flow lines anticipated to be flat, this is not a desirable feature. The ridges can be eliminated, I but it requires the routing of the pipe at each joint, which tends to slow construction and potentially add cost to the project. It also requires that longer lengths of pipe be laid out along the proposed installation trench to perform the fusing process. I The result is that longer lengths of trench need to open at one time. Given the location for the installation, this is not a desirable situation. Without trench stabilization techniques, the bank could give way in a rainstorm and washout the I trench. It could potentially add significant cost to the project. 5. Construction Method/Process Review There are some locations along the pipeline where the City will have limited access I to the pipeline alignment requiring the use of some type of trenchless technology for the construction. The City is considering pipe bursting as well microtunneling in these instances. It is my understanding that the pipe diameter is to be increased I two pipe sizes due to inadequate capacity in the existing system. Pipe bursting is one option for constructing the pipeline size increase without open cutting the trench. However, if the existing pipeline has sags in the line greater than one pipe I diameter, the process will not work as these areas need to be excavated and repaired to maintain the line and grade for the replacement pipe. Pipe bursting also increases the pipe size equally in all directions. Pipe bursting two pipe sizes would I result in lowering the invert of the replacement pipe approximately 3 inches. Another option is micro tunneling along a different alignment. As the existing pipeline will need to stay active during construction, it would be necessary to I construct the new line, test it, and then connect the existing line to it. This would allow the construction to be completed through these stretches without disrupting the existing facility. Both the Hobas pipe and the Flowtite would be acceptable for I a micro tunneling application. 6. Pipe Material Recommendation I Based on the preceding discussion, it is our recommendation the City collect bids on two alternatives for construction. Alternative 1 could the be bid for the work using the Hobas system while Alternative 2 would include the use of the Flowtite I pipe system. The City should be discouraged from using the ductile iron pipe due to its tendency to react adversely in those conditions. The use ofHDPE should also be discouraged. The difficulty in constmcting the proper bedding conditions I and the possibility of failure during flood conditions makes this an undesirable option for both ductile iron and HDPE pipe. I C:\Documents and Settings\BLoney\Local Seltings\Temporary Internet Files\OLK4D3\OI1603 River District Trunk Sanitary Sewer.doc I Bruce Loney, P.E. City of Shakopee I January 16, 2003 Page 50f5 I It is also recommended that the Hobas and/or Flowtite manholes be used along the proposed alignment where the pipe is subject to flooding of the river. In addition, I the same pipe should material should be extended laterally to a point above the flood zone before changing to an alternate pipe material. This will serve to maintain the integrity of the system and serve to essentially eliminate infiltration I into the system. 7. River Bank Stabilization I As part of the River District Trunk Sanitary Sewer line reconstruction, the City is studying ways of stabilizing the existing river bank in order to protect the sanitary sewer trunk line from the river. The City has asked for recommendations on I effective measures and means of protecting and stabilizing the river bank in order to protect the sanitary sewer trunk line from stream bank erosion. Several concerns have been raised within the City on aesthetics of bank stabilization; however, the I primary focus for determining the proper method of bank stabilization is its ability to withstand the harsh environment along the flooding conditions of the Minnesota River. It is our recommendation that during final design of the trunk sewer line I reconstruction, the City study the river' shydraulic characteristics as it relates to flood velocity and elevation in determining the proper type of stream bank stabilization that would stabilize this stretch of the river. I Attached to this memo you will find a project status report from the lower Minnesota River District Bank Stabilization Project that was constructed in 1999 to observe different bank stabilization products and their effectiveness along the I Minnesota River. The erosion control mat (Pyramat) and geo-grid systems that were applied along I the Minnesota River for this project showed signs of erosion over the first year of their use. It is our recommendation that materials such as geoweb and erosion control mats not be utilized for bank stabilization for this project due to their I susceptibility to failure due to debris, tree action, and maintenance. It is recommended that the City study in greater detail the use of more durable products such as steel-sheet piling, heavy riprap, gabions or concrete revetment systems for I bank stabilization along the river. The exact type, design, and application will need to be studied in greater detail during final design to analyze the river's hydraulic characteristics at low stage and high stage, and the effectiveness of each of type of I bank stabilization application. The proper type of bank stabilization protection that should be utilized for this project will be determined during the study/design process. The main concern for bank stabilization is that it is a long-term solution I that would require minimal maintenance by City staff and provide an aesthetically pleasing shoreline. I Please feel free to have the City contact us at 763-541-4800 at their convenience to discuss the contents or the recommendations contained in this memorandum. I I C:\Documents and Settings\BLoney\Local Settings\Temporary Internet FiIes\OLK4D3\0 11603 River District Trunk Sanitary Sewer.doc 01/16/2003 THU 11:17 FAX 7632877180 W:)jj TKAl~;:)rU.l\.LtI..L.1 Vll ,I "1:.:.& ... - . . . 8441 Wayzata Boulevard, Suite 350 B.A. Mittelsteadt, P.E. I WSB Minneapolis, MN 55426 BretA- Weiss, P.E. Peter R. Willenbring, P.E. Donald W. Sterna, P.E. I tel: 763-541-4800 Ronald B. Bray, P,E, & Associates, Inc. fax: 763-541-1700 .1 Memorandum I To: Lower Minnesota River Watershed District Board of Managers Lee Sunram, Sunram Construction, Inc. '1 Paul Fenlason, Sunram Construction, Inc. From: Pete Willenbring .1 Jeff Michniewicz WSB & Associates, Inc. '- I Date: May 16, 2000 - ,Re: Project Status Report :1 Lower Minnesota River Watershed District Bank Stabilization Project Monitoring Phase, Project No. 97-1 WSB Project No. 1041-100 I WSB & Associates performed a site visit on April 4, 2000, to monitor the nine Minnesota River bank stabilization systems that were constructed in the fall of 1999. Below is a description of I our findings for each application, along with photographs of the applications. Applications #1 and #2 - Deep and Shallow Sheetpiles I The steel sheetpiling shows no evidence of wear or fatigue due to the winter condition. It I appears as if the water elevation in the Minnesota River did not rise above the top of the sheet- piling during the winter thaw. The river bank slope above the sheetpiling shows no signs of washout, however, the seeding which was perfonned in the late fall did not adequately vegetate. I Re-seeding of these two' applications is warranted. I I I I Minneapolis " St. Cloud I Infrastructure Engineers Planners EQUAL OPPORTUNITY EMPLOYER Ul/.J.O....c.vv" .U..LV ......._~ .,- . ----. .. '1' .. 1 Project Status Report Lower Minnesota River. Watershed District Bank Stabilization Project I May 16, 2000 Page 5 I Application #9 - Bio-stabilization System This bio-stabilization system shows little to no signs of wear. The riprap and bio-logs which I were placed along the shoreline appear to be stable. The river bank above shows good vegeta- tion which appears to have stabilized the soil. The willows, which were placed in the bio-log, did not survive. The old willows should be removed and new willows should be placed in the 1 bio-logs to induce growth. I I I I I Miscellaneous Items The project signs which are located at both ends of the project site have weathered well and I need no repairs. The wood fiber blanket that was placed along the top of the project site is deteriorating but is I still able to protect these areas from erosion. The seed which was placed below these blankets in late fall did not adequately vegetate, approximately 30% ofthe seed germination. I I I I I I Ol/lO/':VV.) .I.0U ..\...\....u .,~ .v___"___ 'I' I Project Status Report Lower Minnesota River Watershed District Bank Stabilization Project I May 16, 2000 Page 6 I Overall, the entire Lower Minnesota River Watershed District Bank Stabilization project site appears to have weathered fairly well through our first winter season; however, we should take into consideration the mild winter which resulted in exceptionally low river water elevations I during the spring thaw. Currently, it appears as if the Minnesota River water ehwation is approximately one-foot lower in elevation than it was during the construction phase of this project. It appears as if much of the washout and erosion mentioned above is due to unautho- I rized pedestrian traffic disturbing the area and not due to rain or runoff. Based on our findings, SW1ram Construction Inc. needs to perform the following warranted I items: . Establish vegetation by entirely re-seeding application #1, #2, and #5. I . Establish vegetation by re-seeding 'eroded areas in application #3, #4, and #7. . Establish vegetation by re-seeding top of river bank where vegetation was not established. I . Remove and replace Willows in application #9. I After Sunram construction performs the items that are discussed above, WSB & Associates sug- gest that the retainage which amount to $,7744.08 be released to Sunram Construction. \ I If you have any questions or comments please can us at 763-541-4800. WSB & Associates will continue to monitor this project test site periodically and update you on our findings. I I I I I I I I 01/16/2003 THO 11:19 FAX 7632877180 W::i1i Tl<Al~"rV1\.ll1.l.l VI' ""1:.:.1 - - - -I I Project Status Report I Lower Minnesota River Watershed Deistrict BalIk Stabilization Project May 16,2000 Page 2 I Application #3 - Geogrid Erosion Control System I The geogrid fabric material itself appears stable. The rebar anchors appear to be holding the fabric in place with no tears evident. The topsoilt seed, and mulch which were placed over this geogrid erosion control system show areas of washout and erosion. Re-seeding of these eroded I areas is warranted. I I I I I Application #4 - Heavy Duty Erosion Control Mat (Pyramat) I The heavy duty erosion control mat itself appears to be stable and shows little sign of wear. The rebar anchors appear to be holding the fabric in place with no tears evident. The topsoil, I seed; and mulch which were placed over this heavy duty erosion control mat show areas of ero- sion. Re-seeding of these eroded areas is warranted. I I I I I I 01/16/2003 THO 11:20 FAX 7632877180 W~J:l 1'1<AJ'I,:)rU!UfU ~un I "'C..OI - .. .. I Project Status Report I Lower Minnesota River Watershed District Bank Stabilization Project May 16,2000 Page 3 I, Application #5 - Medium Erosion Control Mat (Miramat/Landlock) I The medium erosion control mat itself appears to be stable and shows little sign of wear. The rebar anchors appear to be holding the fabric in place with no tears evident. The topsoil, seed, and mulch which were placed over this medium erosion control mat show areas of erosion. Re- I seeding of these eroded areas is warranted. I I I I ., I Application #6 - Geoweb Erosion Control Grid This geoweb erosion control grid system shows signs of washout at the shoreline elevation. A I significant amount of the 3/4-inch limestone which was placed throughout the lower portion of this product appears to have eroded away, undermining the mat. The upper portion of this grid system, which was filled with topsoil and seeded, appears to have vegetated very well and I shows no signs of erosion. Re-seeding ofthese eroded areas is warranted. I I I I I I 01/16/2003 THU 11:22 FAX 7632877180 W:::iH T.K1\1'l;:)rUIU1U J. VI' - I I Project Status Report Lower Minnesota River Watershed District Bank Stabilization Project I May 16, 2000 Page 4 I Application # 7 - Articulated Concrete Revetment System (petraflex) - This articulated concrete revetment system shows mixed results. The petraflex anchoring sys- I tern appears to be stabilizing the petraflex system, there appears to be no signs of slippage. The closed cell blocks which were placed in the.1ower portion of this river bank system along the shoreline show little signs of wear or fatigue; however, the open cells which were placed on the I upper portion of this river bank system show areas of severe erosion. This petraflex revetment system was finished late in the fall and the seed did not adequately vegetate. Re-seeding ofthis I application is warranted. I I I I Application #8 - Articulated Concrete Revetment System (Conlock) I This articulated concrete revetment system shows good results. The rebar anchoring system appears to be stabilizing the conlock system, there appears to be no signs of slippage. The closed cell blocks which were placed in the lower portion of this river bank system along the I shoreline show little signs of wear or fatigue. The open cells which were placed on the upper portion of this river bank system show no signs of washout and erosion. This conlock revet- ment system was finished in the early fall and the seed appears to have vegetated fairly well. I No work is necessary for this application. I I I I I I I I I I Report I I On I I , 1&1 from I I Short-Elliott-Hendrickson I I I I I I I I I I 00 0 0 I"'- LO 00 0> 0> I"'- ~ I ~ 0') <.0 <.0 Ct) I"'- -: a.. Ct) l"'- I'- I'- <.0 (!J N ~ 0 'r" 'r" 0 6 I ~ 0 0') I'- I'- ~ 00 LO 0) 0 'r" 'r" 00 N 0 (J) 0 0 0 C\i cY:i - ~ LL I <( () I 0 (J) 00 <.0 <.0 0 I ~ 0') N N Ct) I 'r" <.0 cY:i cY:i ~ ~ N N N N co 'r" ..r:::. I r-- ~ I 0 LO Ct) Ct) 0') -1 LO N N Ct) W 0 'r" 'r" 0 I <.!: > 0 0 0 W LL 0 0 0 -1 (J) 0 <i I ~ <.0 <.0 <.0 Ct) -1 0 0 0 0 U u... ('I) I 0) 0) 'r" (.) ~ 0 0 0 ...... Ct) ~ ~ 'r" I u 0 'r" 00 co 0') W 'r" (J) I- <( ~ LL C) ~ ..r:::. I 6 ..r:::. 0 0 0 Ct) C) -1 I'-; <.0 <.0 00 -1 C\J W <.0 0') 0') 00 C LL ~ ~ 0 0 0 0 I z (.) <( l"'- I'- l"'- I'- - II ~ 0 W -1 0 Z 0 0 0 0 I I 0 I'- <.0 <.0 LO C Z ~ -1 <.0 0') 0') 0') <( w 0 0 0 0 ~ ::> a.. I'- I'- ...... ...... I 0 0 0 w W I- ~ W ~ N N 'r" -1 () Z N N N ::> LL "**' I a () a: ~ -1 0 ~ <( W I~ () ~ l- I IS: LL <(gj -1 C'1 LO LO<D <( I "**' 0 'r" 'r" 'r" l- I I I 0 0 00 0 ~ ~ ill a: a: a: l- I <( O'r"N 'r"C\J('I)~LO<.Ol'-ooO')"--"--'r" I JOB S\-\~+oo...~~. 0 0 Short-Elliott-Hendrickson, Inc. SHEET NO. OF I Consulting Engineers, Architects and Planners _ \'N'\.? "'\/~ lo.S- St. Paul, Minnesota - Chippewa Falls, Wisconsin CALCULATED BY DATE St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY Minneapolis, Minnesota DATE SCALE 3 o~ fo,~r::..,~,-, . - \ ~ oj;. ~loc?~ ~ --=t\~.O U::f>tx.. <;;;C>..) ~<..E- <::t\;>M ~,s De..~\"", ,E- \ 4. ~ ""t' o-,'Z-, \=f'r<..'<:. \-\ol.e.s. ~ 't.,.~ '\oN ~ e.." v.:>e..e...",-, L\~ ~ ~\"1~~ \~O~ ko.,- ""p,u.,,~eO ot )1 J' . , \~O ..- ()IrK:...I.+\N<e...~ $<.Jf<':t-" e:..c . ~e.\~ee..~\ c.s.'\~ d. \$'\ .-...., ~ c..o~ E:- No l'J - [Y\~G\"","' ..;,c.,c, u~~< / ( I' " JI d~"\ ('Y\~'-'I:"r \...:>\2..C). S'"I.J ~~~ 1~ Rco~ IN> ~o\~TS. \....:l?'fc- S''=\ No t::J ~,,'S. \C..\...,\".\,jse.t:: ,. .. L~y- l?'f~ ~O\....:l\s. - T::' De-,,? ~ w ~'LoI..0:" -~L~~; 8vD Dr->rN c.-.L.I'<...<;;' e...'-~ So. 50cJ - f1\\ ~\~\:.. ~'o\to-.:l"{~ "d.01~ Pri 1.?6 6~M F1\J ~. ~a b \{ Cl r~ i1I~ Lf/ }I~ q5 ~sat s H 0 R TEL L lOT THE NOR I C K SON I N C . I JOB Short-Elliott-Hendrickson, Inc. SHEET NO. OF I Consulting Engineers, Architects and Planners CALCULATED BY St. Paul, Minnesota.. Chippewa Falls, Wisconsin DATE St. Cloud, Minnesota" Madison, Wisconsin CHECKED BY _ DATE Minneapolis, Minnesota SCALE L~~~ ~...:)C...,~ · 'tt9 '-~ ~ (,?, ~. \-\ol...-~ S; 2.\ :Q~~t-::)\ <1 s t' ...:) '~\~&~) !,..)<..~ c.. bR..\.~~ ~q-..;)~.", b"':> :: Q ((..~s.) ::. C)l.. J ~d- ~ \ {\ S,S;\..)M'e., C-:. O.\..,p ~')o(~~T'" ~~ M~ do \ - \::..O....:ld-" l ~t-r""'~~~ o~~ \..:!~ C::. .1. [\::i. lro.) ~f ~'J"~ \l)~\\, .. ('";J ~ 3~.d. ~ Q-:. C -f f\ ~ 0 ~J \\ '\ ~ c...~S (R\.)\'S) d. 9~CIt'- r+o',\..<;,'t-, - ,'{?J. 0' !Y\ 'It ~ d. - o (=='t;!;.", ~\->,G-.l. ~-- ~ (' -:r~r,.:Y. -:.. 0.0 \~"3:. c~~) .., I I (~~ \l",') I' I, " I M~ d.\ - \ \JO\~ ""'(..'<';:'I...lt-.)~ """~ VNC:l~q:... c::...~s." 1<::>"', c:j C\~<"~N"~ ~<C-:lc:..'i:.. -:. ,~"\"{(\e'~ -=-\ \~, \" A s.s. u jV\, €... 5bO'jb G?o,,-=,~ " ~~N.(::) f\R-O ',:H"~ IlL,,,,, v, I \-;:, It-.J ~ \ ( \ I, " ~ .5) / \,,:\~ sl.s<r . "3,,\ d , ~ \\~. \. ":. s<r= I \of' ~L. -(~0 , I \-I<ef'''r~ :. = 1-Q~ . ~ - ~'Go T =- 1-08.63 <;:'\' I . rr- I\. X'" (~\y<l.... ") - \-\~"1 <f Go '^" . l)=>"", '" 0< ~~..:J '$,,"....:H ~d..J.,1 S ND \'h~, ~l.~ ""\<.;iJ\-S;..~ ~ a c I " \~ 1ft.- ') \:...\JO~ - t'V'\-t L\~ I.) N.()~'S:."~~ J 'N.O S -e..A- <... \ v.:> I C.<::"N'~ Ll <;.~ I L',~ \-\-QLe.- ., ~ ('S-~ y- . 00 s-s- (I:.~) :::.. \ ~~~e.\:::p ::. \Y 1'-' ~ I 1 I I A A R r. n F F ~ H I 1 MHCSTG.V1 K4 SHAK09504. 0 2 3 CALCULAT ::0 MH CA TING INFL W BASED )N 1993 FL )00 LEVEL 0 ~ 718 I 4 5 MH# TELV.# TOP EL LEAK EL h,FT LEAK,GPM NOTES: 6 ED 1 37 715.50 715.50 2.5 34.14 I 7 ED2 715.50 715.50 2.5 34.14 8 ED3 706.70 706.70 11.3 46.16 9 ED4 714.20 714.20 3.8 37.12 I 10 ED5 718 0 0.00 NOT CHEC KED 11 RD 1 36 704.90 718 0 0.00 NOT CHEC KED 12 RD2 34 705.15 705.15 12.85 47.36 I 13 RD3 35 704.10 704.10 13.9 48.11 14 RD4 33 706.10 706.10 11.9 46.64 15 RD5 32 705.50 705.50 12.5 47.10 I 16 RD6 31 709.70 718 0 0.00 BURIED 17 RD7 30 716.00 716.00 2 32.65 18 RD8 29 718.80 718.80 0 0.00 I 19 RD9 28 715.70 715.70 2.3 33.57 20 RD10 27 706.50 706.50 11.5 46.32 21 RD 11 26 706.40 706.40 11.6 46.40 22 RD12 25 706.70 706.70 11.3 46.16 I 23 RD13 24 708.00 708.00 10 45.04 24 RD14 23 714.50 714.50 3.5 36.51 25 RD15 22 709.60 709.60 8.4 43.50 I 26 RD16 21 709.50 708.75 9.25 44.35 27 RD 17 20 716.40 718 0 0.00 BURIED 28 RD18 19 708.60 708.60 9.4 44.49 I 29 RD19 18 709.00 709.00 9 44.10 30 RD20 17 708.90 708.90 9.1 44.20 31 RD21 16 707.90 707.90 10.1 45.13 I 32 RD22 15 709.50 709.50 8.5 43.60 33 RD22A 15..\ 708.5 707.5 10.5 45.49 34 RD23 14 709.50 709.50 8.5 43.60 I 35 RD24 13 711.00 711.00 7 41.94 36 RD25 12 712.20 712.20 5.8 40.39 37 RD26 11 710.90 710.90 7.1 42.06 I 38 RD27 10 711.20 711.20 6.8 41.70 39 RD28 9 713.40 713.40 4.6 38.56 40 RD35 8 716.60 716.60 1.4 30.40 I 41 RD40 7 714.80 714.80 3.2 35.86 42 RD41 6 712.20 712.20 5.8 40.39 43 RD42 5 714.10 714.10 3.9 37.31 I 44 RD43 4 719.30 719.30 0 0.00 45 RD44 3 715.80 715.80 2.2 33.27 46 I 47 TOTAL: 1407.78 48 I I I JOB Short-Elliott-Hendrickson, Inc. SHEET NO. OF Consulting Engineers, Architects and Planners ..j M. ~ ~ {~O r'1,S- I St. Paul, Minnesota - Chippewa Falls, Wisconsin CALCULATED BY DATE St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY _ DATE Minneapolis, Minnesota SCALE L t..C"t-~"""\~ \~ c-.Ll'-~ \~ (J'r~~~a ~,. -.TQ~ ( IV\ \-\-<:::5 U:, .~~)-- m"_.~"._ Q~\ ~C"" \~~ ~ N~p,.-.lt f'r., \;~O\L\ ct-.::l i ....::, fLo ---.:l r S..:J~~..' O'~ . ' , If . v.::.~~ ~~uGr,lo,I. N\~~ LO~~L~ fT (=' ~e...\--u::)\'~ \:) \'Y\~~\.e.. ~--"'Nc;.., "S \ 'C..c:. ~-'G~.~ G i!..o'-'f\,) ~ ~c::.A-~ .~\ (~O\ Mi>.C..\+\>.,j~ \ <<t-- ~ .'-J\T\..-~ \J'S~~ "\0 0- <;OR- ~-e..o~~ ~c:l_~ F\ c...:..o v",,-r- ON. '2--'<'-:::'~d es-.=:;-.,,,;;,O ~ .t "'*" I '('.A \ ~S, ..,:'><.'. (;~~~ d'" Lca~t::..b. e '?f.t'\"\ 0 r <;'\.0 -.....::> D l:><:..., .\0 6.l.;;""rNc:."..,~ ~~~ c::...o.,...:::,<;:::" ,,~::. Q~ ~ e,:.\\-:.:;) e..;::'~ ~\cl. ( Yb It o~ ~~?~ ') ~ \eS.'\ . ~ (," \jc:..r "....') xJ t\-Y~I d. ,~;:_ x -:,. 3 '2..Pt~o/ ~ Q~~()OQ ~~(V'\ 1'0" . . . . . , ::. .<OG8o ~J~l~:::~S-;:-~~"": -' - .~ C" Q(\"\ \" \r ~,'" '. .' \ .)<\ :..10 \Ur-,,"",o ....9:..-:ro,..\ Re-.\....t:>.,,\ Ol,~ So ~,_ ~ <~ gf"iS~ o....::! ';'s l;a..oo\"" O~ ~~ :s. \ e.. ~ 'I " f.\,j~ ," ~c...o~'" \1-.d.. ~ f\ IJ~ 'e1 ~ L.o <..U :. \~.~...,. \ \~ .~~~ \ \ . '3,"1- ~ . (..S\ ~ ':. ~ 1 ~ "t" .t.!.:-:"" ~';..' -..--. . ._.".0."' . \" SLo~ ..' ~ ..-" ,. To ~ U:..<.:l c...f',~_ : P)'-l("'\ :::: \~ . d.\ C:..~l"\ \+I~~. - \ ---.." > ~j, ~ \ '.' (~~~ \' ~lQ~')(~0 = ~lc........::> \~ G~tv'\ ~ [ ""1. 'd,q (C'r'. .. -,,,'1;.- Y ~O) ::: \=" lo~ ,~ G..."\V\ \ 'C. " t:\:)\ rt:::: ;;}.so / flo ~ -.. 3.<\ . \~~~M , t; lo '-..;} .- '" ir. '3 C::,C..., f fV'\ ~D do \-\- ;. \"d.5S I A A B r. n 1= F ~ 1-1 I ~ MHCSTG2. WK4-MAC HINED SEA 11NG SURF ~CES SHAK09504.C 0 3 CALCULAT ~D MH CA~ TING INFL W BASED DN 1993 FL )OD LEVEL 0 718 I ~ MH# TELV.# TOP EL LEAK EL h,FT LEAK,GPM NOTES: 6 ED 1 37 715.50 715.50 2.5 4.10 I ~ ED2 715.50 715.50 2.5 4.10 ED3 706.70 706.70 11.3 5.08 9 ED4 714.20 714.20 3.8 4.35 110 ED5 718 0 0.00 NOT CHEC KED 11 AD 1 36 704.90 718 0 0.00 NOT CHEC KED 12 RD2 34 705.15 705.15 12.85 5.18 13 RD3 35 704.10 704.10 13.9 5.23 114 RD4 33 706.10 706.10 11.9 5.12 15 RD5 32 705.50 705.50 12.5 5.16 16 RD6 31 709.70 718 0 0.00 BURIED 117 RD7 30 716.00 716.00 2 3.97 18 RD8 29 718.80 718.80 0 0.00 19 RD9 28 715.70 715.70 2.3 4.05 I 20 RD 10 27 706.50 706.50 11.5 5.09 21 RD 11 26 706.40 706.40 11.6 5.10 22 RD12 25 706.70 706.70 11.3 5.08 I 23 RD13 24 708.00 708.00 10 4.99 24 RD14 23 714.50 714.50 3.5 4.30 25 RD15 22 709.60 709.60 8.4 4.87 I 26 RD16 21 709.50 708.75 9.25 4.94 27 RD 17 20 716.40 718 0 0.00 BURIED 2~ AD 18 19 708.60 708.60 9.4 4.95 1 29 RD 19 18 709.00 709.00 9 4.92 30 RD20 17 708.90 708.90 9.1 4.93 31 RD 21 16 707.90 707.90 10.1 5.00 I 32 RD22 15 709.50 709.50 8.5 4.88 33 RD22A 15A 708.5 707.5 10.5 5.03 34 RD23 14 709.50 709.50 8.5 4.88 I 35 RD24 13 711.00 711.00 7 4.75 36 RD25 12 712.20 712.20 5.8 4.62 37 RD26 11 710.90 710.90 7.1 4.76 I 38 RD27 10 711.20 711.20 6.8 4.73 39 AD 28 9 713.40 713.40 4.6 4.47 40 RD35 8 716.60 716.60 1.4 3.77 I 41 RD40 7 714.80 714.80 3.2 4.24 42 RD41 6 712.20 712.20 5.8 4.62 43 RD42 5 714.10 714.10 3.9 4.37 I 44 RD43 4 719.30 719.30 0 0.00 45 RD44 3 715.80 715.80 2.2 4.02 46 I 47 TOTAL: 159.63 48 I I II JOB Short.Elliott-Hendrickson, Inc. SHEET NO. OF I Consulting Engineers, Architects and Planners 2s { ! St. Paul, Minne.sota _ Chippe~a Falls,.Wisco.nsin CALCULATED BY -.\ M.~ DATE ~o <t~ St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY DATE Minneapolis, Minnesota SCALE i i ; ! j i ! I ! ! I I ! I I I ; i ! I I I I I __+__+--.-: -~.---+--.--~--;--+---+--t-+-+-";'---- ---t--4-.-\--~---1-+-- " ' ': -. . ., I , I ' " I'" !/_ I.. I I . I I . _;.J,.;.~~€-.; ~P,~K.:';'~~! ~'t-\~~ ~-J--l I9~ \-J(-, \ .lG.._~-~ ~l -- : , . , . ' : : I I -! : I .. I ~ i 0 i i I I I I I I' I,.. I c-! f! I --1. ._j.__.Q~~~;_i~S:>~--.S:~, I ~~~~--.:. ._~-J.-h~~~-+-~ I \..::il'~'-l cF 1~'~~1-~'-"'- : '! ( . ' j , \--'--1 I' . 'i. II i I! i \ I! : .. ~v<";l,\ ! N\<A-<:\~ Lo.!.J~' ' .' '. I. . I : ! ! : \ . '/ Q('I\ i, 1-:1.."0.."":! ' V- \(; II i. I ~ I I 'X. - S i ~~oi.. 0 (." , . _.~ _ - t--- ..-....-T~ v~---...; ... ...r.r;y--.-..... ..1.---- '-r- ; --' . . --- , I ,'. :. I '. ' !. :; I · : i I j . I .1. i~ ' . . . .... .' . I '. . . :. . ..' ,! -f.o \2-f'r-:"o, D,."1o:-'t\ ..;........--t--_..~....'1......-:-._..T-.-T..--..Y.-- ~':-' --r---':'.. ..,-'''--I'-l v- ...... r.... ' 0 \:. d ":1..4.' 0 ; I i j i : I Iii j 1\ - n ~. I' ~ .... . ~,,~ L~~',,\~'g~~ :o~:'ft~t;~-~'~J:J~i~rr~tJ~; Ie... :f'tIJ~_;.I'C:l;ELo......:l:' ~ J'CO~n_ :._ ," .:__.___.l.fr_\,)~.\.:--8..0~ '::-\!~~ , ......__,_.. ~,*d,:~\:!> ,~.__\~...~~~-:.-,.--dn .-.". --r- , I %,. ~ -=t'\"s.O . ~ I S~. .. n ...._ _. ...... :'..- ., --h.. 3:j--- "c.co;;~<e"-- \oj~c:l~~~'J~~(t~t'~Lo~-';_;;'.;;tJ;;i~j' -. jJSf-~ +'. .;-.~-'-~~ .'--:1'''-' + <-i,-~Y:-~"t- ... __J.___;_(~~~:LE,I."o~\. ,n.i:..a.~-~'~?):--..- =:.......Jfls:?~. .~~_~~,~_L.___i---~_--__..-.... -'---"-;"--'-'" --~,-_.. .LJ .~-i--~-1.-~~~.=~ . . ++-l.!~--L+-1-.H--+f~--i-L. Ii' ; , I ! ' I. \1f ~ . i ! I I ! , I I ' I I ! I ' n' ..." ---t--L.--6..-S.'"'''1.- rD-'--+-,-e..;,l....~..--n'. ~-- .....j.--...--J---l1--'.:-----:--.J-.-.j-+---W.-.--rI.--+-+---i.....--I----... I ; ;..c........ I . L1 ''l!- \..... ,,_I. 'I . I I ' ' , , ..' , . I I : +'-"1 '':;A i I'i .<;".....-; .: 1..... i ~ ll~ I ! I. . : : : I . _~__...;..R C._d._..J_\J,_":..J'CL.5..$-L.-J.--...- . ---~_-----LE:-(.,Q "'-,J -r 1t~]'_ia e::\.f~~j..-S....Jl. ~'-\.----"f-- . __....." . _....."~ ... \ ~ , j I I j I j ; : ' ; I 1 . I j;! i i ! -t.J i j ; i i i I I ; I I I ' i -!-'I > I : I 1 J i ii' i : i j ! t ! ( ; ~ . ; j i f 1 J ;! I ~ ! ; I -, i ""i-----l.--->-.-----+---......,-----n.-. -----+-----l...---,- r--i~--l---_-+--,.I----------.--' .. :j::--E~~ J 1.-!dJ~!:':-ttf]~ hJtt:=u-~~j -- I i I ! \ I ; : i! i i I i Iii i , 'I' ill ! ! ~ ! i ! 1 I ! _ ~ _ I ! i I!! \! ! . 1 I A R r. n F F ~ H A I 1 MHCONE.-~ "K4 SHAK09504. 0 2 3 CALCULA T ED MH CO E INFLOW BASED ON 1993 FLOO ) LEVEL OF 7 8 I 4 5 MH# TELV.# TOP EL LEAK EL h,FT LEAK,GPM NOTES: 6 ED 1 37 715.50 714.92 3.08 49.28 I 7 ED2 715.50 714.92 3.08 49.28 8 ED3 706.70 706.12 11.88 64.54 9 ED4 714.20 713.62 4.38 52.87 10 ED5 718 0.00 0.00 NOT CHEC KED I 11 RD 1 36 704.90 704.32 13.68 66.39 NOT CHEC KED 12 RD2 34 705.15 704.57 13.43 66.15 13 RD3 35 704.10 703.52 14.48 67.15 I 14 RD4 33 706.10 705.52 12.48 65.18 15 RD5 32 705.50 704.92 13.08 65.80 16 RD6 31 709.70 709.12 8.88 60.90 BURIED I 17 RD7 30 716.00 715.42 2.58 47.57 18 RD8 29 718.80 718.22 0.00 0.00 19 RD9 28 715.70 715.12 2.88 48.62 I 20 RD10 27 706.50 705.92 12.08 64.76 21 RD 11 26 706.40 705.82 12.18 64.87 22 RD12 25 706.70 706.12 11.88 64.54 I 23 RD13 24 708.00 707.42 10.58 63.07 24 RD14 23 714.50 713.92 4.08 52.13 25 RD15 22 709.60 709.02 8.98 61.03 I 26 RD16 21 709.50 708.92 9.08 61.17 27 RD17 20 716.40 715.82 2.18 45.99 BURIED 28 RD 18 19 708.60 708.02 9.98 62.33 I 29 RD19 18 709.00 708.42 9.58 61.83 30 RD20 17 708.90 708.32 9.68 61.96 31 RD 21 16 707.90 707.32 10.68 63.18 I 32 RD22 15 709.50 708.92 9.08 61.17 33 RD22A 15,Ll 708.5 707.92 10.08 62.46 FOUR RIN( liS 34 RD23 14 709.50 708.92 9.08 61.17 I 35 RD24 13 711.00 710.42 7.58 59.00 36 RD25 12 712.20 711.62 6.38 57.00 37 RD26 11 710.90 710.32 7.68 59.15 I 38 RD27 10 711.20 710.62 7.38 58.68 39 RD28 9 713.40 712.82 5.18 54.68 40 RD35 8 716.60 716.02 1.98 45.12 I 41 RD40 7 . 714.80 714.22 3.78 51.34 42 RD 41 6 712.20 711.62 6.38 57.00 43 RD42 5 714.10 713.52 4.48 53.11 I 44 RD43 4 719.30 718.72 0.00 0.00 45 RD44 3 715.80 715.22 2.78 48.28 46 I 47 TOTAL: 2158.75 48 I I II JOB Short-Elliott-Hendrickson, Inc. SHEET NO. OF Consulting Engineers, Architects and Planners \ 1St. Paul, Minne.sota" Chippev.:a Falls,.Wisco.nsin CALCULATED BY DATE St. Cloud, ~mnesot~.. M~dlson, Wisconsin CHECKED BY DATE MmneapolIs, Minnesota SCALE L~~~c....~ ~-..:l~~' ~o~"": 0<;: :~~~ ~~~~___~.,~:b (~~.:",,~ ~ Qs.'\"C.~A._,_'-o~~){ M~~\~d'~~~- - . ., ^ I. J \i~u,,^~ \\t::l~ ~ (j'S.\\I.J(j. %.~'C:. ~~ Pr~ Le.~I"t<-.c. ~ ..:>c",tiCS\t...-;:; ~\2-0I"'-- Ne...e>:l~~\ ~ ~\" i~ c...~~ ~~ B\IrS~ ~ R.~o &- L \~<:"UMr.:~ d- L\~ \0 t::,O\\Ol''^ of .~ \< -\<.a"\ d- c::.:::. ~ L~~ C, ~LUCV\..{'C.-~.\.;;l<;".<:'; =- d\V (\ ~I~ :. S \,-;- 'f , , n ~\,,;SL /I ~ ~ ~ (\5" J = \ I ~. \ " \ \1,.. \ ( SO~ <;lc~ T\~ue:,,1r\ ~~S~ -=- 8h::r:' t'Lov.:> \\...~...;l<::,,,,H Ld:~. ') -=. \ ,"1 ~(~ ~ L.\~ ) . II I \-\e..3~\) W\,\\(":)c~~~~'i~h~ Qf;. u...~"\"\t~= ,-=t ,,-."5B Le.A'fC- t.Le...>.J\"-<,,",-o..,J:' \O~ E..-..... ! - .58 / \~ e.~~ =- i ,g - Le...A v.- t.1..e...'V,\~~ IW. ~ ~\.o..t.) =- 1\"!.'1~. \,'"t(i .C. .n-,.~:) ,7-co\.. -::... d. ~ .~~ ~Lo..v ((.",,"M) '; ~~''\<\'l( \-\- ~,~ I~") / ,e.', \::..D\ \-\-: ~,b&lqlo<......}":- ~~.~ G,~(V\ R\J~ \-t -- \~ .~'3:,' q<..o<.......) -:. Ca<....~ G~(V\ I I I I A R r. n 1= F c::; H A I 1 MHCONE2 .WK4 - MAC rllNED BEA RING SURF ACES SHAK09504. 0 2 3 CALCULAT ED MH CO E INFLOW BASED ON 1993 FLOO ) LEVEL OF 7 8 I 4 5 MH# TELV.# TOP EL LEAK EL h,FT LEAK,GPM NOTES: 6 ED 1 37 715.50 714.92 3.08 5.84 I 7 ED2 715.50 714.92 3.08 5.84 8 ED3 706.70 706.12 11.88 7.09 9 ED4 714.20 713.62 4.38 6.14 10 ED5 718 0.00 0.00 NOT CHEC KED I 11 RD 1 36 704.90 704.32 13.68 7.23 NOT CHEC KED 12 RD2 34 705.15 704.57 13.43 7.21 13 RD3 35 704.10 703.52 14.48 7.29 :1 14 RD4 33 706.10 705.52 12.48 7.14 15 RD5 32 705.50 704.92 13.08 7.18 16 RD6 31 709.70 709.12 8.88 6.80 BURIED I 17 RD7 30 716.00 715.42 2.58 5.70 18 RD8 29 718.80 718.22 0.00 0.00 19 RD9 28 715.70 715.12 2.88 5.79 I 20 RD10 27 706.50 705.92 12.08 7.10 21 RD 11 26 706.40 705.82 12.18 7.11 22 RD12 25 706.70 706.12 11.88 7.09 I 23 RD13 24 708.00 707.42 10.58 6.97 24 RD14 23 714.50 713.92 4.08 6.08 25 RD15 22 709.60 709.02 8.98 6.81 I 26 RD16 21 709.50 708.92 9.08 6.82 27 RD17 20 716.40 715.82 2.18 5.56 BURIED 28 RD18 19 708.60 708.02 9.98 6.91 I 29 RD19 18 709.00 708.42 9.58 6.87 30 RD20 17 708.90 708.32 9.68 6.88 31 RD 21 16 707.90 707.32 10.68 6.98 I 32 RD22 15 709.50 708.92 9.08 6.82 33 RD22A 15A 708.5 707.92 10.08 6.92 FOUR RIN( ~S 34 RD23 14 709.50 708.92 9.08 6.82 I 35 RD 24 13 711.00 710.42 7.58 6.65 36 RD25 12 712.20 711.62 6.38 6.48 37 RD26 11 710.90 710.32 7.68 6.66 I 38 RD27 10 711.20 710.62 7.38 6.62 39 RD28 9 713.40 712.82 5.18 6.29 40 RD35 8 716.60 716.02 1.98 5.49 I 41 RD40 7 714.80 714.22 3.78 6.02 42 RD 41 6 712.20 711.62 6.38 6.48 43 RD42 5 714.10 713.52 4.48 6.16 I 44 RD43 4 719.30 718.72 0.00 0.00 45 RD 44 3 715.80 715.22 2.78 5.76 46 I 47 TOTAL: 243.60 48 I I I JOB Short-Elliott-Hendrickson, Inc. SHEET NO. OF I Consulting Engineers, Architects and Planners CALCULATED BY St. Paul, Minnesota - Chippewa Falls, Wisconsin DATE St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY DATE Minneapolis, Minnesota SCALE ! ! _LJ._j--_l--.--j-~_l..-_L_l--t-ll.-L-.-I-.-j--! __..____\_n._J~-~-j j I I ! . Ll "...;: i i I . , ; 'I ".., i I : j :' ,I' I !, I q: ; !: !, l .;' _.J_ _~..~.~~ ._.l ~6~t-.. i ~b~c-. \ o' l~~ .'. L_l . ! _u. ; i (i I : i ' ! I I ! I I ~! : ! i : ! ' I _._L.-J.-- ~~~_~~__~~~-L40-~ e.,L '-~.~~~~dJ.~~1)~_..~ i I 1_ "., n ...._ ........ u............_._......., u ...i... . ........... ." .... . ...'. ......... ._:.__.u_". ..J-.-- .... _LR-::- \toc~:d.:___.G;;, \C..-.) T- . L~ ci_ __C_'-~UJ~t.~~~.:L~~ _....::. .~_\1_ (\~:) ..- _..i=-..8j_~tt~_--L:..-..J__..- i .. :i_ ;:::~ . .~~~..... ....:.::~*~rl" t:;~->;.~:..:: --:~- ~=t(;~~:~~::~I~~l=-~~t ....)50... . \o..:l....\~ .~\o\t...~&5~..._" ..-8\t~ -.(f'f , ...-....:......,-...-:--..,~,.-.-"t._.;.~1c:~ ..." "',_" .:....~.._....j.__+-_..~.+_...__..__~.. .;__+. ....._.._..L_.).__.._{_.__.~...~;_~...-L./!--.. L.\~ ... \\e.At:> ...~;\\..! ....j:~~~~~~..-L~.-~~...of:..-)-<,h.~'b-~a_-..!= L'3:-l--.:l~~~- -'- , ._ .-.--+-W--U f--t :i-+-,-l---, -4J-l- I' !---i+ L' ~.. I , \ I '5B~ I I! .; I ; I I I I ' . HJ\~- - ~ '.j~t.::'_~r~t~,,.t::. .:__ u.' J-J.'-:C':_lJ:=t- '''' ~ tto..> ~ "...'1 s,,~ ( ...{,,,,b,\ ~.~) ~ ~ ^ .c 3. 't'" .: ! : ~l=v <=-_, .. .~ ,! ~\:l\~r;... --- ,;,"'..... . .... ... ..u_ , .. ( ~...~~.~T..-:..._..-;.-..:.-.)J.- '.' .,...-.... . -.... -,---- , ' , f l t ! i ! I I! ; ! 1 I ! ill ! .. -.- ...-~.....-:-.--i-....+--l-.+--i- "--+-"1- .---;- ..-;---.~.-_..+..--l-+-..-.~---+..--.,--+... ; ! ill ! Ii!. . \ i ! I I I Iii -- .......~[J-f-Dt+il f ;:=TTtli T i r~I i i! I i I i Ii: I ,I; I ! i! i . _..__....__ ____~.._._ ;---j-i---1-i--I-+---!-'''T--i'''-r'' .___J. no J-r--t-+-t.-t-+.... :- T- i . i! I I I I ; i ; :; . I ! i i i i I ; I ~-~-T~_-:---:=-'.=i=~1l1 t~ rl f-~I-~=~--I~ i T ITIF'T ~ ~. --' --t--lc-.-+--t------'-------~-+ I -.----+-- - " '! I I I I I .';' I . r . i i :;. i I;' : ; ; : . i I I: I _.~.-=~. ....-::.!:L~-tt+p-JJ tdt==U-i J!ttJ-~ , I \ I j : i I I I I ' ! . , , I I " ' . I:: I . [ ii' I. I!: : I I I I I I I t1 co co co T'" C\I C')C') C') Ii) CD CDI'- 0'0 ,....C\l C') C') C')C') c:!i c;I; c:!i c;I; Ii) Ii) Ii) Ii) CD CD CD CD CD CO I'- 1'-1'- 1'-1'- COCO COo) 0),.... 0 c;I; C! C! C! ..-;or: T'" ...- ,.... ~"": ...- ...- "!"! ~~ ~ ~ ~~ C') ~~ ~~ ~~ C':!C':! C':!C':! ~~ C':!C':! C':!C':! ~C':! C':!"<l; "<l; <( ,.... ,.... ,.... T'" T'" T'" T'" ,.... ,.... ,.... T'" ,.... ,.... ...- ,.... ...- ,.... ..... ...- ..... ..... ..... ..... ,.... ..... T'" ..... ,.... ,.... ,.... ,.... ,.... ...- ,.... ,.... ,.... ,.... ,.... ,.... ..... ,.... ..... ..... ..... ..... ,.... en 0 ~ Ii) 0 ..; w I c: 0 -l Ii) C') 0) 0) 0 0) ~ ..... <( ~ I I (J) w O~ '<t '<t COO 1i)C\l C'). Ii) I'- Ii) 0) tq ~ I'-'<t Ii) ..... C\lli) C') 1.0 '<t 1.0 Ii) Ii) 1.0 Ii) I'- 1.0 1.01.0 0)0) 1.0 Ii) 1.0 ..... ...-Ii) 1.OC\l Ii)'<t 1.0 cO en en oiT'" ,.... . 0 00 I'- . <"i"'" 0 ..; 'C\I ..; C') ..; '<t <<i Ii) CD CD . I'- COCO ..;..; 0) 0) 0 to . ,.... ~Lti C')' CO to us 0) .0 .0 ..... ,.... ..; '<to ..; ..; ..;..; .'<t ..; ..;..; ..; ..; to Ii) . . Ii) to 0,.... ..... ..... ,.... 0..... ..... ..... ..... ..... .....'<t ..... ..... ,.... '<t..... T'" ..... .... ,....Ii) Ii)..... Ii),.... ..... LL ,.... ,.... ..... ,.... ,.... ,.... ,.... ..... T'" ..... ..... T'" ..... T'" T'" T'" T'" ,.... ..... I C') I 0) 0) ...- 0 C\l C\I C\I C\I C\lC\l C\I C\l C\I C\l C\lC\l C\l C\l C\l C\lC\l C\l C\lC\l C\l C\l C\l C\l C\l C\l C\lC\l C\l C\l C\lC\l C\lC\l C\l C\l C\l C\l C\lC\l C\lC\l C\l C\lC\l C\l <( w I 0 I LL W 0 W W 0 :2 u:: ::> 0: (J) (J) I 0 <( 1.0 Ii) 1.0 Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) 1.0 Ii) Ii) Ii) Ii) Ii) Ii) 1.0 1.0 Ii) Ii) Ii) Ii) Ii) 1.0 Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) Ii) 1.0 Ii) W 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CJ ;2 I <( w C -l 0 w :2 ::> I (J) (J) 5 (J) <( ~ 0 0 0 0 0 Ii) 0 0 0 0 Ii) 0 0 0 0 0 Ii) 0 0 1.0 0 Ii) 0 1.0 0 Ii) Ii) Ii) 0 Ii) Ii) Ii) 0 0 Ii) Ii) Ii) 0 0 Ii) Ii) 0 Ii) 0 1.00 I'- CD CD C\l 0 CO CD I'- 1.0 C') C\l ...- Ii) '<t C') 0 0) 0) CD I'- I'- CD CD Ii) Ii) '<t C') (') C') C\l T'" ...- T'" ..... 0 0 0) 0) 0) CO CO CO CD CD .....'<t , -l cO cO cO a:i a:i ~ ~ ~ ~ ~ ~ ~ cO cO ..; ..; <"i <"i <"i <"i <"i M <"i <"i M M M c<:i c<:i <"i c<:i M c<:i c<:i M c<:i N N N N N N N N NN I c..: z w 0 0 0 0 0 0 12 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 a.. I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- I'- 1'-1'- ~ a: 0 f= z :....J 0 I u:: ~ ~ c: ~ 0 T'" in Ol i'- Co C\J Ii) '<t 0) I'- ..... ..... CD ..... 0 C\l C\l CO Ii) I'- 0 CD 0 CD C\l CD CO 0) i1i 0 Co b (0 CD T'" CD CO ~ Co '<t CD 0 0 0) CO 0 C\l ..... 0 (') CD I'- CD I'- 0 I'- 1.0 co 0 (') CD CO 0 C\l '<t CD C\l Ii) Ii) co CD 0) I'- 0 C\lCO -l (') 1.0 Ii) C\I C') (') C') C\l Ol ..... ..... C') C\l C\l CO T'" ,.... C\l C') (') C') C') '<t CD T'" C') "+ "+ C\l ~ 0 ...- C') '<t Ii) CD ..... ..... ,.... "+ T'" ,.... co T'" 1.00 .:.i -l 5 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + ih + + I C\l C\l C\l C\l C\I C\l C\l C') C') (') C') (') '<t '<t ..... C\l C\l C\l C\l C\l C\l C\l (') C') (') '<t '<t '<t '<t '<t Ii) Ii) Ii) Ii) Ii) Ii) 1.0 Il.l Il.l Ii) Ii) Ii) CD oco ~ w 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ...- i ..... i ..... ..... ..... ..... ..... ...- T'" ..... T'" ...- i ..... T'" i T'" ...- ...- ,.... ...- ...- T'" ...- i ...- i ...- C\l...- '<to.. 0 I I I I I I I I I I I I I I I I I J: I I J: I I I I I I J: I I I J: I I I I I I II ~ ~o:: a: :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2 :2:2 a.. I <t~ a: a: a: a: a: a: a: Ii) Ii) Ii) Ii) Ii) Ii) Ii) '<t '<t '<t '<t '<t (') (') CD Ii) Ii) 1.0 Ii) Il.l Ii) Ii) '<t '<t '<t (') (') C') (') C') C\I C\l C\l C\I C\l C\l C\l C\l C\I C\I C\I C\l ...- ...- 1'-0) C\l :II: '<t '<t '<t '<t '<t '<t '<t '<t '<t '<t '<t '<t '<t '<t C\l C\I C\l C\l C\l C\l C\l C\l C\l C\l C\l C\I C\l C\I C\l C\l C\I C\l C\I C\I C\I C\l C\l C\l C\l C\I C\I C\l C\l C\l ,.... ,.... 0) J: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl Cl ClCl Ol :2 3: 3: 3: 3: 3: 3: 3: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: ...- I <( O,....C\lC')'<tIi)COl'-coO)O,....C\lC')'<tIi)CDI'-COO)O...-C\lC')'<tIi)CDI'-COO)O...-C\lC')'<tIi)CDI'-COO)O"",C\l ,....C\lC')'<tIi)CDI'-COOl...-...-...-,....,............-...-...-...-C\lC\lC\lC\lC\lC\lC\lC\lC\lC\lC')C')C')C')C')C')C')C')C')C')'<t'<t'<t'<t'<t'<t'<t'<t'<t'<t1i)1i)1i) I ILU f'-. .,..... I"- .,..... ro f'-. C\J ro <0 C') -.;t 0 C') .,..... .,..... <0 0) f'-. f'-. 0) O'l I"- ro ro <0 -.;t C\l I (9 <0 0 ..... C') C':! C') ~ ~ <0 C') C\J C\l C') C') C') 0 -.;t 0) -.;t C\J C\J L{) C\J C') C\l 0 C\l <( .,..... .,..... ~ -.;t 0 0 0 f'-. cr5 0 C') C') <0 0 0 cO .,..... C\J .,..... 0 0 0 0 .,..... 0 .,..... cr5 0 ~ .,..... .,..... f'-. 0 <( o;f UJ --' I I 0 C') L{) 0) 0) 0 0) ~ .,..... <( ~ I I if) if) UJ L{) 0) 10 <0 0) 10 L{) 10 10 ~ L{) L{) 10 <0 L{) 10 L{) L{) 0) 10 0 LO L{) L{) LO 10 0 -.;t f'-. C\! ro ro 0) q C\J C\J 0) ~ 0) L{) 0) <0 ~ ~ ~ 0) 0) C\l ~ .,..... C\J <0 <0 <( f'-. .,..... CO .,..... .,..... ro 0) 0) 0) .,..... 0) ..... 0> .,..... 0> (j) 0> 0> .,..... 05 0 0 0 0 0 I <.!: UJ .,..... ..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... C\J C\J C\J C\l C\J I C') (j) 0) I .,..... 0 L{) 0 LO 0 0 L{) L{) L{) 10 0 10 0 L{) 0 L{) L{) L{) 10 0 10 0 10 LO LO LO LO C\J f'-. 0 0 C') C') ~ <0 <0 ~ ro 0) 0) 0 ~ .,..... C\J C\! C') C') -.;t ~ L{) <0 C! 0 <( 0 C\i C\i cr5 w 0 .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... .,..... C\J C\J C\J C\J C\J C\J C\J C\J C\J C":) 0 ::c I LL UJ C\J UJ m 0 0) .,..... u.. r-= I a: if) 0 UJ --' ~ ro ~ ~ ~ ~ ~ ~ -.;t ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ -.;t ~ ~ """ ~ ~ UJ > ro cri OJ ro ro ro ro ro ro ro ro ro ro ro ex:> ro ro ro ro ro cri ro ro cri ro ro UJ 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) I <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 W --' a: ~ ~ UJ a... ~ a... 2: (9 a... (9 I a: 0 -..;t.. C\J C\I .,..... .,..... .,..... .,..... C\J 10 """ .,..... .,..... .,..... C\J .,..... .,..... C\J L{) .,..... 10 .,..... .,..... C\J .,..... ~ .,..... ~ <0 0 C\I 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .,..... II 0 II a... C\I if) II ':::- I (9_ I-- if) ~ UJ Z I-- I-- (9 0 Z Z C <( -, 0 0 ~ -, <( (9 (9 -, I z I-- UJ Z UJ --' a... if) C\J a... ~ (j) I-- <( u.. Z 0) if) a: u.. 0) ~ UJ I ;:::; ..... 0 --' 0 -, 10 0 10 0 0 L{) L{) L{) 10 0 10 0 L{) 0 L{) 10 L{) L{) 0 L{) 0 L{) L{) 10 LO 10 I-- I --' LO .,..... ~ ~ .,..... 0 0) ~ ~ <0 L{) L{) ~ """ C':! C\J .,..... .,..... .,..... 0 0 0) ro ~ ('I) C":) a... z UJ 0 0 0) 0) 0) 0) cri ro ro ro ro ro ro cri ro ro cri ro ex:> ro cri l"- I"- l"- I"- r-..: ~ <..: 0 0 0 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) 0) O'l 0) I ~ l"- I"- <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 <0 :J !;: <( (j) UJ (j) a: --' <( t- :....J Z I u.. 0 Z !;: ('I) f'-. C\J C') .,..... ('I) .,..... L{) """ 0 0 0 ro I"- L{) c: ~ 0 .,..... 0 I"- L{) <0 ro ro 0) f'-. L{) -.;t f'-. C\J .,..... L{) """ 0) 0 <0 LO <0 -.;t C\I C\J LO 0 <( 0 ro C\I LO .,..... """ l'-- .,..... 0 .,..... .,..... C\J C\J C') ('I) L{) .,..... .,..... C\J ('I) 0 f'-. .,..... C\J C\J .,..... C\l I w .:J --' --' + + + + + + + + + + + + + + + + + + + + + + + + + + w ~ LO <0 ,.... ro 0 0 0 .,..... .,..... .,..... .,..... .,..... .,..... C\I C\J C\J C\J C\J C\I ('I) ('I) C') ('I) '<:t LO L{) ~ '<:t <( C\I C\l C\l C\J C') ('I) C":) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) ('I) C":) ('I) I~ a... w .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .s:::. .r:. .r:. 0 a... --' E E E E E E E E E E E E E E E E E E E E E E E E E E I-- I ~ <( W <( ...J C\l ..... 0 0) ,.... ,.... ,.... <0 <0 <0 <0 <0 <0 L{) L{) LO L{) LO L{) ~ ~ ~ '<:t C\l C":) ('I) I C\l ~ .,..... .,..... .,..... 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0) .,..... ~ a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: a: I <( O.,.....C\lC')~LO<Ol'--roO)O.,.....C\lC')'<:tLO<o,....roO'lO.,.....C\lC":)-.;tLO<Ol"-roO) .,.....C\l('l)-.;tLO<OI"-OOO)......,......,......,......,......,......,......,......,......,.....C\JC\JC\JNNNC\JNNC\JC":lC')C":)C')C')('I)C')C')C')C') I JOB s: ~ f-i..\q) t:ts-o Go\-.O 0 Short-Elliott-Hendrickson, Inc. SHEET NO. OF I Consulting Engineers, Architects and Planners ~Mfl 4 /~/qS- St. Paul, Minnesota - Chippewa Falls, Wisconsin CALCULATED BY DATE I ' St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY _ DATE Minneapolis, Minnesota SCALE . tJ\\~c..-,lL.~ S, \;;..~:"::::. ~~~~ C!:.. ~'O :~ ) G; ~Loo\<- 'C) e;:..-,...:l s. 00\ Le.." G:, " ~(.. ?\ ~e.. J , LQ'-.:>d - \00 -=!- ,""I .?O "To ~\:::\ o"\- tl't 4-~ 1-0'? ,$ "b8.~S- l-\\;~ ~ '-' ~ "t-O~ .SS".... \Z-. " C.... \L'''I~ t.. ...., ~ lI..- ; \' \ ,,\"'- = -:ro"\,t...o 1-'e, (Q..\.Je.L e.l........~:') - to~, GO ":'- \~ A ;' = \~ ,,,\ '?'o S(...<.:l~c.. y\ ~ ( Q.. \ " cUl.. ~\...e..-.l:') - -=t O~;a / \.)'SIN""- l'-:>~, ~L : : 10.5 I d- { ~! c.l>r-U:.. -:; \l u:.:-w-..-ou."" E.. :. ~,(", l - \o,e~.. "Sl..O \l ~ - I M fir",,,,, \~..;, ("., 'So I. '\"t ?-/:s JS I , Q (c..~) =- ~ (r-t)(r-~) 50 IY'- .b\~ ) 1=>,... .Vl(;;,3 ) r-~ = .1~~O I 'S 0:. . \'Y/. \O~ Q {r!:.A'?o'1 :.. d .a. ~ c...'; S ---'%> \000 ~~M ~~ Q (\0,8<>/.:) '; ~.{)C L~S. -4> 8\'6 (, ~r--'\ ~./ I I I I I I I "1 ". Sl;-\~~C(SD'\-.oo JOB Short-Elliott-Hendrickson, Inc. SHEET NO. Jj~,~C..,.., 'CfC....r-:. el...CofS Consulting Engineers, Architects and Planners CALCULATED BY ..JM~ 4-/siq~ I St. Paul, Minnesota - Chippewa Falls, Wisconsin DATE St. Cloud, Minnesota - Madison, Wisconsin CHECKED BY f){({> DATE Lf!6/q5 Minneapolis, Minnesota SCALE \:::0"", ~ ~ \I.. c... <;Uo~ -:- c;~.~ ~~\ D'2..~,e:,.. w. ~ L 0--"'::> ~ ~lU:> ~ '@~G:?0 ~\@ D-~) l ~..@ @ . \ - (~I) (=-J>.\--r -- -.p '11.. . d I J. ,i @)(~-~) -'I ~ J (I ~ .",- ~~l~~-....._, : (n .- ___--, ____ . : _ Ii , _ .\ F'tc.iP' b t.. ~ USh__. ~tll. \q"l ~v \:)~'S~\-l" \o~,-\::::)e:g&. '.. i~.;",' \~Sfi.e ~ ~lo~ ~\'C~ flrJ"" \;Lov..:'3... I.s~~) lY\~e.. i ....~_ ~~~~: ~ <;:LO~. ~w:.- ...:J r ; t-., U"....._ ,,-.d - .. '.. ... . ,'".. (" fV\ 6. t:> ? .. 1 1 I ~ 'SD-P! 6,~c....<e:> - 1 ~ . g."\- \0 4. -=t .~ I I I ! : e..o-~ D.ld~' - \3 '0 ',"\. \ , ~,i5 - I , \?.\:)-'- 6 . d. 'S'1 - 3.~ \5,~ - - . \~.lP e.~ - \.J C.o~8 - - \d'O _ -::t.(. - ~I.,l.:> - '.' \ : ',O..'d.\"1- - o. t-~ ~ - --'-~ ....-...... -...... .-~_....,.._-~.-._--_..._-..-- '.:~:r~l~~: T G~'U"" 1l-Ul2.L? ~ .,'" ,0, _ 1 -. d'", \\~O ~o..<\3 ~Lo.~ ~. ,,,,-~C-L- ~~~\~o ~<:.x~ :: ~6lr<(.,.Qp~ (~G\~~ -=-e~, ~~ {r-~J . S- '\ (.., l-\.8~~j :: \.. ;).88:~.. ~ . '3.;"\0, '- - t ~~(~~~) .... .... ... . - \\d.~O I. .... : f' I @ .-. ~f~ .... ~ I .- t>o iJ ..T~ - ~- t ~.. "(J :; boo : 0 I. ..9 ~1'~ ~.ll._ II ~ ,I ... - v ~ I ~ - .--- ~ ^', k '" - ~ ."::). I '., ---- .. - ---- -: . ~.Ii. .VI. ~. ~ () <'I d ;~ .. -. !!:l '- """ 0;. II 0 ~. 0.". ~ t. rJ,.__ .;::J _' 0' <:-..:. . \l - '" 1:'-' . J ! /. "1:- 1'.3..~. '" .- g. -.~. <1' ~..::. tT' 0\t1 f4Jri' ~~! ~ 1. T'5 d .~ Vl If) ~. ..;..~ j VI! (;;. -< a,..J - U ')..,; . r-- ~ ~ :J; i '---' I ';::> s.~ '0 iJ) -::t · 1/ ! <r '---" <c ..i iJ: I-: ..11 \~ ~ ~ 1 Cw1\n ~'~'. ...'", ~-..~....-.~._.-, 1.. iU ~'j '6 0'; - ~.; ~ .... . '---' 2' c' 1- .- Ie \. l .1 Q. \ " .;: \s) . ; ~ I ~., " j I~~, tr ~ .~. ~ ~ 11 ~ c ~ I IV ~ I ~ I -~~ . ., ~. l('vv'\ {) ~ .0 Ii' .[ ~u ~ 6' 6d ~ ~ ,~ fr':'~ 0. a;. ~ ~ ...9 _ . . J ,. ..".. rJ ". DO I ..~, 9 ~ - - - - J~ ~ ~ D OJ VI. __ _______ <' ~ ~1..9 r- I '[ 0 ~<+- I ).[j 0 0 0 f"lZ . ~"<f if <. -- 1\ '. \. I o cf -' -- (0 '- \-1. . f F - c6 (-t> + ::> ~ 2;-1 I ~ :~ W ~I' r- -.9 ~ 7 ~ - . r;, - 2 fJ? rt- r/1 fJ' r> '.9 '9 H ~l ~ (2- I J '~ -r 0 01 t ~ i 0 0 /~ 0 0 ~ 01 .....~ l.- 0 0 v, .r I r~ r- (j ro ea i j I p~ ~. ~ I >,\( j..- r6 I 5 ~ I /?~L. ~l () f ~ ~ ~~ J. ~ ~ S . I I:' \:I .-().. t/! '3 0 '- .' ~ -9 ~ ----------.-.-.------~ 1 -j: 0 ~ I o~ - e f83 31VOS I BloseuuWcJ's!lodBeuUn....cJ 3.LVO AS 03>l03HO U!SU08SlM 'UOs!peVcJ - elOSeUU!VcJ 'pnol8 'lS V AS 03.L'Vln01VO UlSU08S!M 'SIIB~ 'BMedd!48 - elOSeUU!VcJ 'ined 'lS 3.L 0 sJaUUeld pue s~oa~!4oJ'V 'sJaau!6u3 6umnsuo:) I :10 'ON .L33HS 'OUI 'UOS}tO!JpuaH->>O!ll3.~04S sor ~ I' . :'.. 1M 'NOSIOlfW 0 , ; : :31\;10 .. 1M 'S17Y.:f l/~ddlf;l~ 0: " . .:.,: :),8 03>1~3H::J S133HST.:f,O--tt- 133HS I . I " ~ q :),8 ~ ('" ';:..;p b ." . ' i (: ';'-NW-'OA07" "5 0: ; ,'.;::>-W \ .# 80r (lb'- L.. C :31\;10 : ---: ...1 .". . I ."' ......,., .' t,,: I' ~ <- .' I ' IF~"Jf- .. .i4. ..: kL~j)J JU7~"'1'S";givw j' I. I ! : : ",,-iQy+,O'.. : " ~ i'7"31ftl if3t 9-:.P,:;J.- '" J:ij'i:B0i's .ug-. 1__ . N.. =t' 1 1 ! ' ' , . , I I 'J \ i ' lor' J I' ~ . "I .--- . ~' _._____._ 1 ." ; i I --, : i t J-'- ,---~- .----- ..... --, _____J._ - i .._.L t ' ; : ,II I : I I~ ^ ~i ~ " : I J' , . . --.. d'; +t:i.-i .-. - , '..... I --t-t"-) i- I' - -j---t--f\' - '. !. .1..' I 1 ..'1 ", CJ' ,~'I"" ,,~' , ,i i ' ' . ' Ii" .'- . .. ----~--~~~ ! : _~:: ~_-'-~ n ,n ! I' ,:"'1-1' I I I. : I' l'-Ji i~! ,~--.\:.).....''c.I;..---" '-T" . --.. .~s. M ~'~ I I 1 . " t i : ' ' ; ;: 1 > h ~-.: -- - u , __~_I__.--i_...~__. .. , I 7l"\.: , ' , . ,--...;...--!.--- .-... '... () i I: : I -....L. I" . : I : l.\.~~' ~_. ... u ... \-:;;:-~. _.r-' ~ '\ \!_L~.Jr---t-! , , } , ' . ' i i .,..)i'\. '^ --.) V\N'\~'-~ '~I -- . . M' Id€' . : ' . I '. i .? \~ 1 i'" : .J N ' I 1--..1! ! ~,.. I' :Sj' : ~.-2.~~_-~-...-.- - n. --~ t\.O : , J ....:N- ~. I Il\)l - "1'= 'J - -_.--- . ., '1 .' ....' N' .. . ~ ~tW.L!d /,,,, .. ~ ! l-~l\:)ict;::S 5U3~.~..J~;. ~~ I._I.. , I ~.~-' J'~ i T -.~-~ .---~.----~.. '. - '- ~ -<;;:) , \c "'q: '0 I J I I I '\) _ ,,,",, \ I C"'\ ,,""'-J ,'1 ... -. ..,.-........ -. . '-3l! I '-J \' ,-,. ~ ' --" I . I -_., ... - .- - . . .._, __.. ___ I . _ j. .t- .'. _' ,',. I I 1 I. r N ' ,'V ~ N r--. I 1 '1- I ' . 1 ~ _'~h"_" ."... ... J I I' "" \ - ,~ , .' I '. ._., . _._ ., @) ~ ' ....... i J , . I " ,- 1_ 1 , "1 ..' i" . "'IG1 1r.r\. _1...:_1 _ .~' -, I-r.: i : i ~ ::t 'j' .~, ..~, --~ I i . I ;') I^-: , ....- :;;:;.;;;;;::, .. -. .! "i ~...... l' \r; (v)' ~ I 1 I '" ,t,..'<;;;) ~I ,,,----,' . ... '.' ,~~:\J": :' ': ,'Vi'!~'. C"(" ~. f I : I' 1 _.. I :~tJ./'i In '('1\' :-; i~ ! i,\f)~~3~-"::: -3 ("~:~~ j : I I r ~ ... I ' I --' ,'...J ..~ II.-..J I: I , p""'; i . . . ''''h,_ : i '/""\ "-.J\..S ,,\'-'. ' '\.\1 I ; _ .~_. __ .___1. !., " ! 'I' :~. "" '-kj ."'\..). : ~;.: _..__ .~. .' . I . - ~ ' , S:1J ;' :,..... . ." -;~ ,..., :,,' I/) 'I" . \'0c><>~ . "':. .. ~'~I : : ~--r-)'- __~_L~-~~L--..~- _ _~' ...ll i ~i- tl~ ~ ~<""'\ . ~ ~ ~;'Pi-' j' I.. , ~I l"..." i... I " _'-'1 l~--' ... -HI" .- ..... -;.-C). '-.I <:) , ! I I I .. ~ \ ":____,,~! I~ :f\.r. _ ,:: i ~ r-- .......,..~-f""'\;-. .:-.-.. ---.~_. uo..__ . , ~ ,\)\J ,,'-~--'-c\l'-' ,I' -..... '-'-- '-J , ' '\;I' I .' ~ i~! ~' ' ------=~L.--.~...-..1-- ----~~ ~ r->:J i ~.~ . , I''\)- '-l_i ,~, '_ "..1-1 I " \ H'_'" ----.--- ii' I ' ' I I '-J , ! Ir\) . I~ ~ C( s: ~ ci(~';:-;; .-r1-.-1-..-~-- .. . , ' ,~ " 1 ".1 i ~--.,,~! . i! :' .... : J ~ ! 1=tI"--r----Jc,-'-- -. - ._-4'\A~t~: - I ~--- , I 1 H 1m' ~ \.ll....j I' 11 ' I : ! ' I. ---',,""--" ,/,",\' i 1 . . ~ _.J_J::;' i ,I -;- -'\0::;1 ; ....,..) , --..:-- ~I .,~, """'-"---'--'--'~'" <> .~,' I' I I i " I' ill ,-r 1'-' - .. '''' ~- . .L":\" <Sj , ~c.j' ___2_._~_~,,__~_.__.n___ ' ! . '-' - ~ n-~- :-~-l--.r-+ ,_..:...... r ts. ,~..C::,;c~'~_'}=( ...+ .( t ~ .. . ~. 3'~" ~...!.l .' ... 1 ~ '- L':_.\ I-_-L-. .._ -.l:.' r-.... ....... I I , I ~I I --.: ' . -, - : I' . . ...."'- ~ ..~jlG-: .E ~ tv\ .~ HI 1100'>' ~ ~~R '- ).J.01--.----J . . (-:-1 :'''':~ a _ Ki 1 I . -J ~ v~,q I' \-it _ j -\..9. \..Sl 'K ,I' L I . \Jl 5 '<\) --.;;J--J .-. I . I ' , 1 .;;! ~\ .... N "1~1" ; ._.~ r:~ '-- - r..:..3 -;f .J ~I\~ i _!. _ :;:; ': I .>1 ~- Q' I .. ... : ~, ':'1/- -- . 1-' I : _. _ ". " ; . :. i ' . _ ,I i'O >q --.-) ~ ~,( ~ 1 ~ ' " I f I; , n_ -- . --! - -- - V)' ":::r-: \() . r:'\. '"" 5 '-\:"j I I I . ____ -l- . I' . 1 } '-J"1 ' - -! . j 'i, - 1 ..;;...,. : .-.. : ~ I. .. _L_ - I I :\. s',~ 0, ~ I~! I ; , \J : !d' I I" -1 --- - <:;.;.. ! "- (.:) ~ .. -. ! ~ I ,I ... j...... ':" :' "...l ... . " . . ;H, N; "..:"..+2-"9.--+.j-+'I'-" l:1 ~ ..~.:.;oi....<;l ~ I ! _ I.v. -..-4 kr-: I~ :~ r6.. ,:,/,",\1 i ,lD 1 G j' ~ 4-- .._..J -. I I :'t1A~'----T - -;---"'7' -<r-:-tri-_..{~l_- -.- --...\A._-~ . -3 ~ ' [j' >1 ~ I !' ~ ,~,./, ' jlf"".....1 . ~ ,-.:' - ..-.--- !_, . I . ___ __ ... _: _ ,I ' ,:, .. I ".). .... 1 -t--_.l.. . 'I " I -;---;- ;; l. 1 ..' ~ 1 1--- ~' i Ii! "i'/\!! 1~1 --~..._-.._-~ oJ ~~ I i ___ '" ,I \ . 01 ~; , ' ! ,'; ::, I l,. I!'! '^ I I I I I I;' 'I' .. ------- -7 ~ ' I v 31 ..J I, . . I" ~ ~...;) ~ - .,~.. . ' .. , I . ", II .~....... ' ,"'-' I: I ,. . i '. . - (). ...J. , )-11' I I! I ;,' . \: ~' ::s -=-~! I I , . , " ~ ~ _-: /J . I ' I .. . ::J . I ,": I I ....) '~ ' "" I _,_) ;-!?\ju_~_~~-+\~i . ;:)"}:$) ~~' -1'i~~ ~ ~ I ...:...... ~. I'....J 1('\ '" r\'-\i '0 '\). -. ~ '>- ~ ' ! J" I _ ---.1 _ _' , I 1'-.)' : '-J i \.-....1 I I ~-\-- .. :"''''' I : 11' I ,e --'l?1\~i~-'-1r----.-c~------+.- .. .--- . --:- ~ -.----: r I J--=' I I . \ I (-f ~ 1--/ i/"'i I I 1 ---.--- 1 , . l';.r -\i~' - - W"- 1_ --:I-~___ L..__- _.. - __ (~ ---1 . ! i I d --1--. :-. I ' --., --- -..._-t-- ' I ~ ' " _____ n ___ _ n ' ~ . -i- \._ . . ..... __,_ : iW W i~1 I ,-,-' . .' -~ .-;- "'jG~'-d'---'---- --- .--/' :. _ : 1-' I ----r-t--~-.- ;'---;- -l~- .- --1--. -- i -'1 - . . --.;- .--1..---1---- - --- ' . _ .. __ _ __._ __ ,:", ~ 1 ' I ___'H'_' ., . 1 --.-+-------.---'.-. ., . I I . -_..-.- --- J ' ' . J ~..: : I I i I ~ I ---. 1 -. ------------:----1---- --- - -- ... . I ., 1-- - -f.--:_.--,--_l. ' I . , I ' " i' : I I I: ,--; - ----- -, - ..... ' . ,I I' I __~__ A- :: ; 1719 ,--lIrp7F (jf b-) "'-(~" -- -'---..- - -'- --I. . . I ;-j-l- ~- ..1-1- /i I \..0 ' ' _ ' ~tf' ~~ I ~>:::' ! ~l n ' - -,;---- i 'V1 -- (. \-=rn7'i::;;;':'~=(ii -1-' --- ..- J 1 i I I I ,re. I v I ~ ' ~. ~ if' ..::> . ' t? 1 ' .- : .: I ," I h: ' , I I I I I I Future Land Use I I And I I Flow Report I I I I I I I I I I , ~. \ ~- i ~~re!S~~ 8S~ !2f11~~ ~~~~~~~~~~~~~~~~~~ ..JI <: ~g~~<t\:i g~~ ~8l~~ re~~~~~~~~~~~~8~~~ J 131 ",,,, ~~ '" ~ ~~~~N ~ ~ ~ 1-1 i 8ol.8~~8 8<0,.. &llilm~ fi!~Sl8 ~~88888888N88~l.8~8 ~~ a:! d:g~d~d 0"'<>1 ~~""':N ~~~d ~dododddddddQ~~~d u.l ~\"'"~ J tlJj ! 888888 888 8"'~Cll 88518 aa~aaaaaaaaaaaaaa ~Ul'" o~ddod ddd d~u)~ do~o 00000000000000000 o I J I 888888 888 8888 ~aaa aa~aaaaaaaaaaaaaa dodddd ddd dddd 0000 00000000000000000 1-1 a: ! i aaaaaa 888 8888 8888 ~aaaaaaaaaaaaaaa~ , j 000000 ddd dddd dddd oooooooooooooooo~ a:1 a:! i ~~lllaU!a a~~ ~ll\~~ ~!ii~a ~aaaaaaaaaaa~a~aa I ~! 8lg:~o<>lo 0;:;: U)'I""".....G) lll"''''o oooooooooooo~o~oo 01 <>I~ ~ ~~ a:! j 88:8888 888 0_"'..... 8,U8 aaaaaaaaaaaaaaaaa <OG)O)"" :J: d"":dddd ddd cOtti"':~ dNdd 00000000000000000 I (') ~ "I 8~8~!SS! 8~<b ~5I8lD U';8108 88888888888888888 d~d~N\:i d~"": cd":dci oiddd ddddddddddddddddd ~I co I 8~~888 8~'" ~88~ 1D..-:88 ~~~~~~~~~~~~~~~~~ a:i "'''' 0: d~:ilddd ocri.n ~ddd ai~dd ~i I i 888888 888 aaaa 8888 ~~~~~~~~~~~~~~~~~ Zl 0: dedded ddd 0000 dodd ~,..~",~~~~~~~~~ON~! (/II W l<:1 ; lD<O,",~<>I !:]"'<>I CIl 01 ;:l <: <0 0 ..,: I aaaaaaaaaaaa~aaaa I x< Z 111128888 888 ~aa~ 15888 zs- :5 cD~dddd gNd (')OON mddd oooooooooooo~oooo ZCIl w< W -i ~w a: ~~ ;:l ! l- i ~ 888888 8U';&l ~aaa ~~~Il! aaaaaaaaaaaaaaaaa I a:! c:iddddd ddd (1,1000 ~co~re 00000000000000000 01 :I: I i I 1ll~;:::888 888 aaaa 8888 888888888888~8888 : 01 q:;goiddd ddd 0000 dddd ddddddddddddridddd I :I:! i 888888 888 8888 8888 88888888888888aaa ..J: g;!1 dadoed ddd dodd dddo ddddddddddddddooo <! I 0;- C): i 8m8888 888 a~aa 88f88 aaaaaaaaaaaaaaaaa :I:: o..dddd odo o~oo odgd 00000000000000000 I O! ! ~~~~~~ aaa 5188111 8888 aaaaaaaaaaaaaaaaa 0: 000 ~ddc:i dddd 00000000000000000 ml oi I i ! 88i0888 8~~ ;::88lD ::jll;8~ aaaaaaaaaaaaa~aaa o,...:C\Jddd or--:,...: cnodu; lli~..ttD 0000000000000'"'000 01 ~'"' '" I J 888888 888 8888 8888 aaaaaaaaaaaaaaaaa ~I doddad ddd dddd dodo 00000000000000000 i ! 888888 aaa aaaa aaaa 5 aaaaaaaaaaaaa~~~~ I <j dociddd 000 0000 0000 a: 0000000000000 I- en 0 fl. I- ~ 0 (f) I ..... 5 a: I- ~ I-Z 0 I- 00 a: a: CIl 0 g a:i= l- I- 0 a: (/I CIl I- 1-< ..J CIl Z CIlZ 0 0 < is 0 os:! I- a: a: CIl <DC/) ffl <<DOowu. w <mO I- <mOO t; <moo l<: <moOWU.C):I:_7l<:..J~zo~a 666666 Z I ;:lW > 666 w 6666 < 6666 ~ ~~~~~~~~~~~~~~~~~ CIlO := ::;::;:=::;::;:= a: 0; a: a: 0 0000 w wwww .., J ;;! ~"i~~~~ 188l8o<;~1O~8$~li; ~~~i\l~~&1~~~~ li\~~~~~~~ t;j!&!~lll~ ~lliii~gjti~g)1si$ SSl~li;~J:::~gj~!ll~ :g~;;;~18g~; 0 'V C\lf"-(W) ,... C?C?1O(') .....,... ,.....-1:\1,.....-(\1"'" - ..- .... - t- _I 8888:gt; 888:g88~~8$~8 888ffi:e;:r;~8888 88888888 a: dddddC\i ddogddui~d"':.,;d ddd:!i18~~dOdO dddddddd .., .... "'''' U. <'I - - <Il J 888888 aaaaaaaaaaaa 888818888888 aaaaaaaa dooded 000000000000 dddd:tddcicidd 00000000 CIl 888888 888888l:l88888 lllffil:l8l8888gg8 88S:i88888 I dcidodd dddddddddddd ~~~gdddd~r;d dd"':ddddd Ii: ~ gNfJ~"'~ aa~~~~aaaaaa 88888888888 88888888 .~ . ."l . ooo""m~oooooo doddddddddd dddddddd I a: ~~~~!~ a: ~!lI~u;~lB ffi81OS;g~:e!ll8!HJ8 ~s;~~a~~~~~ls. g,~ilIilq~~~a ~ oai-icrjcC"': ":o.,;"':"':g!j:!;o~.,;o <')Ul<'lg:081.....!I!-o<') <')lB!I!o~lll~o I a: 888888 888888888888 88888888888 aaaa~aaa ;:) doddad oooooc:ioc:igddd ddddddddddd 0000 000 <l. I 88888t: ~~~~aaaSlaaaa 88~8~13:g8888 aaa;;~aaa c:ic:iooo~ QOooooo~oooo dd....:d~ari..tdddd 000,.-0000 a. I 888888 8888888~8~88 888filgm8C;888 88888888 a: dedode ddddddd~dcido ddd"':aSlriddddd dddddddd 0 <')-<'1 ::; Z aaailliaa 888888888gS8 88888888888 88888888 I 0 oooc?oo ddddddddd"":dd ddddddddddd dcidddddd CIl w ~ Ul 0 ;:) < <0- 0 -, x< Z 888888 888888888888 ~~aaaaaaaaa g:~:Jl888l:;g 15~ :5 dodddd dddddddddddd ~~ooooooooo uiuSddodui"": I ZUl w - <'I~~ Ul- w< o.W ex: !f(~ :;) t- ;:) u. 888888 888888a!:l8rJ~8 aall!aqaa~aaa 88888888 a: dddddd ciciciciociociuigj<'lci OO~O(l)OO~OOO ddddddcici 0 I :I: 888888 888888888888 88~1ll8888888 (j;g88882l8 0 dcidddd ddddddddddoo cici~;!c:icicidcicici "':Ncicioo::jci :I: I I 88888888 -'I aaaaaa 88~8882l88888 88888888888 !l!i 000000 dd:;ddd~ddddd ddddddddddd ciciddcicicio <I a;: o! I i ! ~a~aa~ 888888888888 88888888888 88888888 :I:: 000000 dddddddddddd dciddddddcidd dddddddd 01 I 888888 888888888888 88888888888 88888888 oi c:idciocic:i ciddddddddddd ddddddddddd dddddddd all oi i i aaaaaa 888882l$88~~8 888f;ll:l8l8~818:g 8ffim~:g:elil8 I I 000000 ddddd-.iuidcdcJcrid ddd..~~ci~dd~ dC\ic:duS-.i.dd 01 __ w -.....<'1 i i 888888 88888111~8888~ 8888888888~ 18CSSl8888~ a.: ocic:iooo dddddC\iuiddcid": ddciddddddd~ <ili"':cic:ic:io::j I all ~N ltl - it; la: 888888 8l88~Slil~~888t:! 88888888888 aaaaaaaa It- ICIl dociddd t; ~:lig~~~~ociciO~ dddddciddddd 00000000 <!o __(\I ---- I ilJj a: bi t; !~ 0 !~ w a: W .... i:I: a. Ul ....zir.n 0 0 I QQibi ~ b ..I < ~!;(:w :I: a: < (l)z::= Ul .... ii: Ci!:2!i= :I: CIl bi <lllOOWU. t- o ~f3!5 ;i:;i:;i:;i:;i:;i: :;) ~C?99qJu,.<;l;.....,~.... <lllOOWU.O:I:_-,~ :;) <lllOOwu.Cl:I: 0 Ul<llCllUlUlUlUlUlUlUlOlCll a. ci.ci.ci.ci.ci.ci.ci.ci.ci.ci.ci. 0 QQQQQQQQ 0010 UJUlUl<ll<llUJ Ul UlUlUlUlUlUlUlUlUlUlUlUl :> >>>>>>>>>>> ;;:; I ~ I - ~S!~ ;:;~~p~~~~~~~~ ~ ;;J. b ~~~ g~lil~~lll~~~~;2 8 I I- i:a 888 8888888881118 a; a: odo ddddcidddda:id iii U- :;r CIl CII I aaa aaaaaaaaaaa ~ 000 00000000000 Iii CIl I 888 aaaaaaaaaaa ~ ti: ddd 00000000000 i 888 ~~~;;~~&l&!~~a $ I a: odo .~gjCllo18~~gjl8o oi a: .,... ,.... (1).,...- ! 8l8!! &lrn8~l8:;r~8i?~8 ~ ~ ~,e~ ciuio..tl:'iC\ic600oid I - a: - I 888 88888888888!1O . 000 dddddddddddi' =>1 I .1 :~ 888 888888~l;;888ilil ddd ddddodu;C\iddd:~ ~I -- . I 888 8888888888a Iii a:i 000 ddddddddddo iii ol ~ ::Ei i I z: 888 aaaaaaaaaaa li; 0: ddd 00000000000 ~ CIl: w ~: CIl 0: ::l <: <~ 0 ..,: I I I~% Z gj g~ aaaaaaaaaaaifl! ZCIl :s $~e>i oooooooooooi~ w< w -; a.W a: ~~ ::l j l- i ::l U- 888 88888888888 ~ a:i ddd dddddddddcio re I 01 CII :I:j : i : 8~'" 888888888:88 :il 01 og~ ooooooooo:go 8 :I:! ,.... :C\,l I i i ...Ii 888 aaaaaaaaaaai~ ~! ddd 00000000000:"" <: . CII 0:: I- I CJi I i 888 aaaaaaaaaaa!~ :I:i 000 oooooooooco:co OJ I- I I i oi 888 88888888888i~ 000 oooooooooooll;; all OJ I i I 88g aaaaaaaaaaa!~ 01 dduf 000000000001&1 i 1 888 aaaaaaaaaaa!~ I o..i ddd oooooooooool~ to! t; i i ~~!S ii: 12~Sl~8~888~i!!;Z <II- ...;g~ I- 8~~~0t::ooo~t:iim I CIl :0 is C\I..... .... (\1-:-- iii: w iC\,l it; w iiS a. ~ !~ < I-ziii: :I: I (J) CIl oo:~ I- w ~~i5 (J) 0: < 0 !:!1~l;g; w < :I: ;;J. 0_11- I- "l=~9'?lI:'L\-c;J~...,.(~ ~ffii~ "l=~t,l => I- 0 WWWWWWWWWWW 0 I CIloiw mmm tIl CIlCllCllCllCllCllCllCllCllCllCll l- i I -1008'''~ 8gj~ ~-:g~~ co CD OHD ~~m~~~~~s~~~~S~~~ ~I (\1"'- ~ (D(\IVl..... O(\lNOO t-:~~ ~~qC'f ~"""':~~ ~~~~~~__~~~.~OOO~ ~ 000000 _00 0000 0000 ciciooociddddciciddcido I'! I I I ~~J::8!!!8 ~88 gPJ:!:l!! -[:;88 8~~~~~8888@88l!!PJ~~ a:l 00000 . "": C! "": ~C!C!C! 0000 00000 :J;j oooodd cicid 00-00 0000 ddoooociciddodddddd I I ~~~~~~ 888 8!::g8 ~8!!38 ~~~~~~~~~~~~~~~~~ c!c!c! 00 0 000 en! dcidddci 000 dodo dodo ddcidddddocidddcidcid 88888~ ~~a ~~a& a&&~ 08888088888808080 800 8 00 0808 8 I !i: ooodcio 000 0000 0000 dciddciddddddddddcid &&&&&& &&& a~a& ~&a~ 88888888888888888 a: 000000 000 0000 0000 ciciddddddddddddddd a: I ~I a~&&&& ~aa aa&& aaaa aaa~&&&a&aaaaaa~& 000000 000 0000 0000 00000000000000000 I 8~8888 888 t')gNe 8~88 88888888888888888 o oS ::l dcidddd ddd dodd dddd ddcidddddddddcidooo a. I J 888888 888 8888 2888 88888888888888888 000000 000 0000 0000 odoododddddddddoo I a: 888888 888 ~888 5S88 88888888888888~88 0 docidcid ddd dddd ciddd dcicidddcidciciddddddd ::l: Z ~~aaaa ~~~ ~~88 aaaa _~mO~N"';~IO~N~~88S S g co CD... co- ON _CD N~W~~N--.~~.- ~ C!l W l<: 000000 000 dddd 0000 ddcicicidcidcicicicicicicicici Im~ !!ll ~ .... ~~ ~I ~g8888 ~~a aaaa g888 8~88888~~~~~~~~~8 ~Lt - 000000 _00 0000 0000 oooociooocicicicidcicioo w i a.w a.C!l ~I I<ffi ~I ~~~~~~ ~~a ~~~~ gj~a8 ~~~~~~~~~~~~~~~~~ ~ 000000 000 0000 odoo ddddddddociodddooo I ~I ~5~888 88~ a~a& 8~~~ 88~~88~888~888888 doodcid cicid 0000 dodo ddddddddcidddddcidd I ~l 888888 ~aa aa~a 88~8 8888~888888~88~88 <' ddciddd 000 0000 dddd dddddddoddddddddd a:1 C!l 888888 888 8888 ~aaa 88888888888888888 :J: dcidooo odo od66 0000 dddddddddoddddooO I 0 ~I 888888 888 ~888 8888 88888888888888888 ddciddd ddd dddd ciddd ddddddddddddddddd 01 I 1 I 8Sl~888 8-- ~88~ 8~8~ 88888888888888888 00 0 ddddad ddd oodo dddd ddddddddddddddddd I 888888 888 8888 8888 88888888888888888 :iil dodddd ddd dddd dddd ooddddddddddddddd I I J 888888 888 8888 8888 88888888888888888 addddd ddd dddd dddd ddddddddddddddddd I I I tl I ! a:. I I I I ;1 ! I- I 1-1 0 QI (j), iE ~! I I-zl21 ~I .1- 00 a: en I'! ~~ ~ 15 a: rn ~ !ii z enz 0 15 < 15 0 iii~l!ii <moowu. a: a: en w ,,!=<;l9 I- <moo I- <moo G <moOwu.C!l:J:_....l<:~::l:zQa.Q ::lW w 666~6~ > z 6666 ~ 6666 000 w ~.~~~~~~~~~~~~~~~~~ I eno,:: :::::: :: iE c:c:c: 0 0000 w wwww IJ. .\' ~g~~~~ ~~~~~~~~~~~~ ~~~~~~&!~~~ ~~~~~~~2 . _ ~~~~~. N~~N~.N~O~~O ~N~~~~~O~O~ ~~~O~O~O ~ ~ dddddd dddddddddddd ddddddddddd dddddddd gl II II ~~8~~~ ~88~~8~~~~~8 ~88~~m&8~~~ 88~~88~8 . ' a: qqqq~q qqq"!qq--:--:qq--:q qqqqq--:--:qqqq qqqqqqqq . ~ 000000 0000000000'00 00000000000 00000000 '.' III i .""-'.- I ~~~~~~ ~~~~~~~~~~~~ ~~~~~~~~~~~ ~~~~~~~~ III 000000 000000000000 00000000000 00000000 1 888888 888888888888 8~~~8g88~~8 88~88888 ~ dddddd ddddddoddddd ddddddddddd ddddddoo ~ a: 1\ ~~~~~~ ~&~~~~~~~~~~ ~~~~~~~~~~~ &&&&~&&& a:l 000000 000000000000 00000000000 00000000 ~ ~l ~a&&a~ &~~&~&~~~&~~ ~~~&&&&~&~~ ~~~~&&~& o 000000 000000000000 00000000000 00000000 a: 11,-- - &&&&&& &&~&&&&~~&&& &&&&&~&~&&& &&&&&&&& _ 000000 000000000000 00000000000 00000000 . n. I 11...- \' aaaaaa a&&&&~~~~~~~ ~~~~~~~~~~~ ~~~~~~~~ n. 000000 000000000000 00000000000 00000000 ..,' ; 888888 8888888~8888 888~8~88888 88888888 ~..,. ' ~ dddddd dddddddodddd ddddddddddd dddddddd a ~ c g &&&~~& &~&&&&~~~~~~ &&&&~~~~&&& &~&~~~~~ U ~ ~I ~ 000000 000000000000 00000000000 00000000 ~ III ::> .., l ~I ~ &~~&~& &&&~~~&~~~~I ~IIIII&IIII ~I~III~~ ffi~ _ 000000 000000000000 00000000000 00000000 o..W w i n.Cl!5 1 ~tI~.. <i ~ a: III~~I III&I&&~~~~~ ~I~I~&~~III 111&11&1 ~l 0 000000 000000000000 00000000000 00000000 .,~' X I 1I......lt......'. 0 &&&&&& &&&&&&&&&&&& &&~~~&&&~~& ~~&&&&~& l x 000000 000000000000 00000000000 00000000 ~~ -' 888888 88~888~88888 88888888888 88888888 IIJI"" ~ doddod dddddddoodod ddddddddddd dddddddd ~. a: ."J: Cl 888888 888888888888 88888888888 88888888 ~ dddddd dddddddddddd ddddddddddd dddddddd ~ 0 &&&&&& &&&&&&&&&&&& &&&&&&&&&&& &&&&&&&& m 000000 000000000000 00000000000 00000000 o It:II 01 !~~~!! !!~!~~!!!~!! !!~~~~~~~~~ !~~~~~~~ ~ ~ ~~~~~~ ~~~~~!!~~~~~ ~~~~~~~~~~~ !!~~~~~! DI'........... ' 1&&&&&& ~~~~~~~~&&&~ &&&&&&&&&&& &&&&&&&~ , < 000000 000000000000 00000000000 00000000 tl a: I hi tIi 1-1' o 0 .... * ~ I Q I ~ w a: ~ ~ ! t; I hi. 1-% I I- ~ I I- is 1 '.' QS III < Q ;i , f!:< ~ I iJi f!: a: ~~l i:! i: !!l t; moo ::> ~~9q~~ ::> <1Il0CW~ClX-"'~-' 0 <mocw~ClX-"'~ ::> <1Il0CW~~X ;:)W s:s:s:s:s:3: thththu"hththththththth ~ ci..ci..ci..ci..ci..ci..ci..ci..ci..ci..ci.. 0 ........... 1111 mO ~I...... ~ ............ > >>>>>>>>>>> =......... ,... ..."-. --.---.-.. - I ~I C;8ll'3 t8~~~a;$u;S;f:l8~ 13 -coo _NOOOONOO""- <>> b odo oocioodddddd I ; I ~~~ ~~~88888~l:;~ ~ 00000 0 ddd cidoooociciodci I ~~~ ~~~~~~~~~~~ ~ I I enl 0 000 00000000000 I I lrl 888 08000888888 CD CD 8 888000 0 I d66 ocioooooopoo I I ~I 888 (')(')""'N_\O..-CONOSg 8CD NO CO 10 ItJ en COfD .~qqqC!,,!q~q . ..; cicid 00000000000 I 880 88888888888 8 ~ 08 0 odo 00000000000 0: I I ~I 888 88888888888 ~ ddd ddciciddcidcSdd 0 II ~~8 888~~888888 8 0 Do dcid ddcicicicidcidcid 888 88888888888 g Ii 0: 0 0 ddd ddddddddddd ::< z S g 888 88888888888 lD .. Cl w x: cido cicioodciddooci II ~ ~I 0 lXlm :1 .. x3: ~l 8~8 ~888~~~~888 m ~~ -It) .; ~w dcio cidcidciddcidcid n.Cl ~I II << ~I 0: ~~~ ~~~~~~~~~~~I~ w ~ 000 00000000000 I II 8~8 888888888~8 .. .. 0 dcid ciciciodcidcidcid 0 :I: ~ gg~ 88888888888 ~ II w 0 > 000 dcidocidcidodo < 0: Cl 888 8888lU88888 ;; :I: dcio ciciooocicicicicid 0 II 0 I 888 88888888888 ... 0 0 0 lXl c'do ddddodddddd 0 II ~~~ 88888888888 '" ": 0 0 000 dddciddddddd II 888 88888888888 co ": Do ddd cidc:idddddddd 0 lXl II _CD_ -"'''''''8'''888-0 ... 888 ~~88;; !:l:: ": < 000 doddcidcidddd I ~ I b ii: II t; ,0 llil S Iii: t; Cl 5 11.1 ~ I~ ~I 00 15 3: II 2S!~1 9 u. ~I Cl 1=<10 ~ cnz z, ~ 5~1~1 5!<<f~9,?~u,.c;':IC""7~ ~ moo ml<lXlo ~w < ~~....!. g wwwwwwwwwww g II me w.wWUJ moooomoooom(Jl(Jl(Jl(Jl I I I I I I Sanitary Sewer I I Enterprise Project I I from 2003-2007 CIP I I I I I I I I I I I 0 I I 0 o. Ol 0 C 0 I 0 CO Q) C 'E -; ll'l 0 .... N 'S o '- .... 0 .. Q) ell ~ N E 0- ~ Q) :::l Q) Q) (j) .... ;::"0 g >. .~ 'Eo"O I C/) .- - Cll .... ro "OQ)- Q) C C 0 ;..: I r ?: .c . C'O 0 C VI - E ?: "0 Q) en 0 Q) III Q) C/) o Q) '- C U ell- _.0 C'O 0 - ~ Q) III C-(/)':O .... >. I CJ I'-- C C'O III ._ ::= Q) ell Q) 0 :::l c: Q) ..: O?:O> '0' .... -Q)..c:~ 0 l- .- .c Q) '- N ~ ell _ > CIl C C Ol a. i'Oo:: "O=c,o.... (ij CIl C'O .... E Ol - u >. CIl ~ Ol .::: I .... 'c Ill::: 0 ?: "0 .... 0 C'O CIl S, CIl t5Q)C..c: I- C/) ..c:0l0l ._ III C'O C> . r () WC:;C .c'+-Q):C ?: o. c.. 'C ?: ._ C ..: c>'o. E c: - Q)Q)~ III .- C 0 I 0 is Cf);5\ol- (3"iil 2 ~ ~ ~ C 0 ~ CD '- e 'S; ~ ~ ~ 0 Q) c: .- III 0 .. > :::li9-o ,+-~g:::l :c N cr: .... C 0 o Q) 0 III ~ I- 'm 'C "Ol-u:3 I .c: III ~E~ Q) . C>.... Q) Z, i9o-o OlC>cc.. ~ C .E: :;::l U t5 .- - 0 "OCIl= '- c: .... 0 .E: 0 'x :::l Q) Ol CIlOl_ ~ . . .s C/)-o'+- ., III 0 UJ co .. ()og> ~ .- c;::; -t; Q) .... c:EC>en~ I + t/) 0 'C C'C Q) Q) C co co Qj~ r .. 1;).- :J E(j)'c Q) Ol c: .- C "0 0 In c: 0 .2 Q .9 ?: e>.:::l......c: 0 ';'- 0 o '';::> III "0 co.... '- .... N I- .!!! 0 .- co ~wroo o >.CIl 1Il'g .....~ . tJC N '5 :g U>:::C:: U~EEC'O I (") !E cr: 15 .5: 0 Q) '- '-Ol~~(j) 0 .~ Q) VI..c: iiiQ)~~ ~l::.o.o..c: N o > Q) Ol ....::lee::: '- .- ':l..c: Q)'- III o.~ co:: ..,I-....::I: 00c..o.?: .... .U . . Ol I 0' "- a. a. ~ 0 C3 0 N I 0 00' 0 0 I' '- 0 00 0 0 Ol a. 00 0 0 Qi ?: \0 .no ci 0 Q.Ol (") N 1'--0 0 ~z ~t/) 0 0 "<tin \0 0 N N N NO .... N I CJ Cll - Q);l: I- .~ c: <t e Cll o.l/) U 0 I -1 CIl ~ Q) ~ "0 Ol?:c:CIlC: c: ~ 0 :::l CIl 2 ~ coU:~o?l-;- I .... -a-a-a"O"O ~ c ~'g"O ~ C:C:CSS E .-" E:::l C ::l ::l :::l u.. u.. E Ol ::l'- u.. u.. u.. Ol "0 CJ Q)u..~~g ............Q)Q) ... - 1Il~ "- >- Q)Q)0l~~ -~ __ ':l"OocOl~i 2?:?:?:CIlCll I Q) Ol Ol gc~ OC:~Q)~Ol_ CQ)Q)Q)C:C: ~c: ~O=~E l/)~EEQ)o.lIl Q)C/)C/)C/)~~ ~ 0 _o::u.... Q)IIlCllC"OE ........>. C:...J - :::lQ)ID- --....Q)-o- ~~~oo>- Cll Ol ]~~>IDSS~~g0::2:;::l<ICIlCllCll Q)S Z :: u Q)"OlIleEO"OQ):::-~ccoQ)Q)::::::=EE~o tz:l U) ... :s ~cc~~~c:~o.x'-mCroVlC:C:C:OOX~ U) I CJ "- CIloEc ':l CllcoCO....O_IIlCllCllCll__CIl < .~m ~~o_w ~~Ol-~~OCJ)<CJ)CJ)CJ)CJ)CJ)I- :I: 0 Z "- <i. o:i < a. :I: I 7-70 I I MroO~O ~O IOID ~N m~o 0 ~M ~~ ~OOLr)LO O~ .,,~ ~~ ~LOt"} aJ O~ 00 I. ~MOOM ~~ ~M ~<:n ~~ro Lr) O~ ~ID ~~~~~ ~O =ri M~ ~~ri ~ MO NN =1~~NCl~ N= N~ ~O ~Mt"} ~ ~~ ~ID O~NN'-N ~M ~.... ~M ~IDN'- ~~ ~N E cD N N ~ '\l')- ~ cD~. ~ ,~ ~ ~ I ~ ~ ~ ~~ - - -- ~MOroO ""M ....~ ~I/') CONO ~O....." ~~ N~OOO M(O MN Nm MNaJ aJONI/') ....0 c:n....OroID .,,~ ~M M~ MNLO ClOCO.... ~ID ~mwrio M~ mw ~~ m~m ~~~~ ~N .1 ~I CD N N .... LO ." ~ M ID ~ N ..'N ........ ...... M co.... 0.... ON....NON ~CO ~........~ IOIDN ,-IO....~ ~O o .......... .. -~.. -.. . NCDN!:::!. CD I/') I/') ~~ I ~ ~ ~ ~~ ..-. - - -- CDNONO O~ .,,"" ~IO vlDO OOCDO ....~ -.t....ororo ~I/') ....ID ~~ ....~LO 1'-om.... ....0 <:nLOOOJID N.... ~ID CD~ ~Mro Lr)0~~ ~ID CDI~ww~~ m~ ~~ ~M =~ri ~~~m ~N O<:nIDNOJO 00 CDLO LOO O~~ Ol!')c:ne> Sl;o;:; I ~mNIDN ~~ M~ ~N ~~~ ~MN~ -~'. ~~r r ~ - - ~ ~~ ~ o~ ~ .... E CU ~ ~ ~ .... ~ ~ . I ~O ~OO~O....CD NMOMm Ml!')O ~O~"'" ....~ -.tOONM O-.t CD""O-.t.... lOClO MO~~ -.to ~CU ~~qq~ ~~ ~qqq~ ~~~ ~q~~ ~~ ~~ CONroLO~ M.... ~~O-.t.... M~ID IDO-.t~ ~N _0. I/')I-.tOlNLO~ ...,.." ~Lr)LOOCD MLOID 0lLr)~0 MID _0C0 O-.troNLO.... ~.... -.t~~....M CDLO~ ~LO ~ ION ~~~~ ~~~ ~ ~ - ~.~ - ~ mM I ~>E2 - u.~~.- ...~:E ~ ~.... ....<fl ~ .r: ~ ~ 3: UJ c. OJ - - ..-.. - -- ~taE~ .oOONO COlO COIDOCDN 0.00 ~OMM CD~ . ~U_~ ~gg~~ ~~ ~~g~~ ~~~ ~g~~ ~g I. ~~~j _lmdW~~ ~= ~mom~ =~d Nd~M ~N 1;.' ~ 'w " ~ N N N -.t (0 ...,. .... ~ 0 ...,. (0 ~ M Lr) OJ -.:t lO M ........ CU-=.r:CU gCDroN~~ ~...,. ~........ ~NLO.... -NMCD CDO =g~~ NM~ ~ ~ - - - ~ - ~ =ri C ...... CU cueU'O I ~o..+>- ~ vt.... ~~ 0:;) .... _ _ _ ~- .-.. . oo~ LOOO~O M~ NOOO.o 000 0000 O-.:t .... MOOMCl I/') CO COOOO.... ""ON ~ONN .,,0 N ~ooro~ ol~ MNO=~ OO~ ~OM~ OlIO . ~dww~ ~m m~o~~ ~WN ~~N= NN I. 0('1) MIOlIONO..... CO~ M""OlO.... ~~LO ro~ol~ ~co o g~~N~..... ~~ ........S~~ ~ION ~~~~ ~~ N NN..... ~ CO) CD ~~...,. r-.N ~ ~ 41'10 4t't ~ I ~ f- ro 0:: c:i:: c:i:: I W W Q) W .... Vl ~ ~ .... ~ ~.... .... Jf.. ~..... . ~Q) U) M ~ClCf) ~ ~- Cf) ~ Cl'ICD ~~N mro.!.>;N cu~ Q)E ~>;N ::1m Ult..l.... :l..cUlu.... ::l~ rnrnu..... c: c ..c 0. ::J I: III c: U ::J I: Q) c: >- - 8 O)::J C.Q) .2 . ..!!! (.) Ul <( aJ.... .!!! :is ..!!! .:t:. Q)~ .21 :c ..!!! :E O)Ul c: ern 0)'" .!!! :c iii . Q) UCll . uco ._~- UlIl .- I. Gl:;: .. ~ 0..- -' Gl S 0.'- - Q) c: 0) OJ 0) a. .- - .... (.) o -. -" .....- ~ -.- 0 0......- M Q) u_ c: ....."'GlCll uc",Q)co U"","Cc:xrnGlCO-~ c:u. al caJQ> c'-alO> C:"::-::>WalO> NO. cu, a. --3"'-'"< n:s I ~---ct fa I I to .............ct ~ Q) iiiQ)U&) 111-1IlQ) (ijQ)B(/)Gl (ijQ)Q)a;gBIIl GlQ I.. tXl::l<c U;Ol'ClIlt..l tXl::l'ClIlU m::J::lc,:;:;'ClIlB U-o ..caiCf)ff3~ffi~B16 .c:aiaiB~ ..caiaige~Blij lij~ 1Il>>- ..cC,><- lIl> x- lIl> > c:lll x- -w . . ,. ra Q) :!: ~ -E U x W Cll ~ co Q) ~ W co co Q) Cll 0 0. ~ W co ~ '5 ~u~UG_ W m zu~w m wu~~zow m ~ E o ::l U) .l!l ~ I ...l 0:: <( 0 u . u.. f- CO f- <( I 7-7 I , - - . I . I I . . , - '-'-""" >, ., _", '.." ' '..', j' ~" . Vj ,,"-.- ' ..-'." " , ..-'. . <, ' , --';. ',,, ' . ' J ,,' , ......' ," '. II1II "'.. ";: " " ' ,'" J --.._ __ ,\.. _, ,~ . '" l .111. _. .. ".'<. '.".," '. ", ," , .. .".' 1'1" I' ."", \ " ':" , ., ' . I n, .. ' h " \"" ~. ,,' "'" "::" , _,':, ., _, '.:.\1111_ ....... ...... .' '1_/", III""'..' .' -.,', - II '" , . , " II_ \,':;" ---.. ' . . -" - _,'IIIIIIII, . ._:. B,_, ,,_ '..., - III, ,', ..,;, -,#. {. ",. Z' "" "'-, . ~, ' ' ""'" ,,~ ':~.\:_'"'.''' _.' ";. . - III . ,,_,,; ___ III _ - , ".,'<, _.' ,'II!III" II <' " ,..- __. -".'.' , -'IIIIII-iII" _ . , '" '" " -..... --'. , -, . ."'.. .. ~ ' ' ;p; " ". .' .... .....,1,", ,- ... " . .- .', . ' :.. -.-11 ., __ _ _, III IiIIII & ,- .- 10 .' III -,' ",' .... ' ' ' , - ; , _, . ' ,. , III, ,," ._ III... p.', III '.'" " ,'" -;;; .. ; , .. . IIIIIIII" ' ._ '..."E.,III.' .-'-'" . ,. ' ' ", .-- " ._ - .'. . >>''* ". ' #it " IIIIIIIii'.i . ,'. ,- , -..- ..'._-. ' .&II ._-." --.--,. -. ,<' ' --. .. I., _ .- , " " , ';w;" - - - ... ~.. I 1. ... ~ ;. I' " \ 'M It II PI \ ,"Ii' '>@'I' ~" I" I'. h' % ,," ",' III" , , " .<', r I.,' \' j , II ',-", II,. I I: II' ;,; ': ., " ,II1II,. . 1l1li"11' l1li- II I, ,;, ' , '," I i' "., I " ' I " . ". ,1 'I. ' .,' III' -"... ." <I:, III' " , III" . '," - II'"'' ' ,:"';1 . _ · 1,:1"1,.."1, .""111"1:." ".",.. I '11'11 ;...' 'I.' '" ':,.,.J....', " .'~ ", --. -, II '" ,," . ". "".- " , . .. "'...1'1: I' ;", 1, .""'~'.I!.' .' ",.:,,," " ,." .,-.. 1."1' ,,:' ...11'. &, ..: ' .' 1111 "I11III' ,." ... · 111,.111" .". , ' -, ' .,.. ". ' II . 1,'1. . II. . __ '-"'<, · '" :'" " -, , II -, ..111 ... ,._." .l1li.' , ' ' -... ," '..' I.,' " ,_,.1, ..,..' ..,.....'IIIIIIII!"I!JIIIJ.,.; II ...' ,..__.. _ _, ' l1li "III...' :. ..-' "-,.' -. -,': :,. , . '.:"". ' -- . ." - "'.. "" .....'.'.' . - "'.11 ." ,,'_ - "'.. - 11\ . .. I!III ,'" ...'.' .. l1li "II __-I _ ,-' _ -;-.." .,....', - -..... .. . .:" "-, -"" .. ' .1_ ' - II 1lll11:ii<:ll:1I,,' _ --' 1IIiiIi' .' .- l1li, II .. .- . - _.. '." ' _ III . _ _1'""".., ' -, ' , . -.' ~'. ":':,'. .. ~ ,', .. . -'" - "'!ill .. -- , - . .. . . !II --- '. ' I l1li --. .'" ":. ' II.IIID . .......' , 1II!!IIiPJIIIII' ...1 . "" ._ ,!\oI _. ,- "" .". t · .. ~ *'" ",'\*.~ '6 ~.~*~ ~" ' -it, "'...~ ;if '" .- . ~ . I I ~ . ~ - \ ,,' rJl' I'. ':% R 1. r ' t '" ,..; " f ' '! ,~\, .Z ~$ . " ~ ' ~\: v ,B'"'..@ ""...' r, "; . '_.1 i' .' "'.111 r "", 1\. ....' " , ,I i . IJ 11/'.'" .' III , , Ri II1II ' ., I,; .''', \, ,; , " ._' '"''''111'.''' ,.' I... "" .",,' " ' , I I . 1111" · ;'if", , ,'" ';"'" .. 111,111, , III ". . .' ._ .~ liliiii' " - II" . ' ) -- ,-". - 'III,. III ' . '>$", , .,. ... ".'''' " ' ,~" - . .- " ,__ - _., ' ",0/' _II P, ',,' ,', ",'" ", ""'.."." I ..;, :..ifll", ".'...' " .'^-~ , .'-'.' '.,11'.' I.,..'" , , .. '," ," -" , .,_: .'111'-.1-' iii'.,,, -, ..- . ' . ':.' - - -. ':: \, .. ,11 ' ,', :,: - .. II..... .. .,' I ." ': ", ,I, "'" II. · ., .. -"-', ;1 .. , I, "..". :'" \ '. . ,'^ iiII II' ',,' II II ,,,,~,,. ,- ' ' 'I'> .'.' " a<.. ' " " ," . lR\"i," 111111'1 ':_1,1 " , '(' , ' . II . II! . , , 'I, .:.:.. ." :. .. "III - ,,, .. 11_ .. ,',., II , .' __'. " '~ I ... III 1;; ~'o' ,\,~ .< "c. ~ . I . I I :a ., , ..' , .'. .,..,.. .. .. i...... ,.._. -, _,. 1 , . ' \" '., , 111'.-_- ._, '.'.! _. III,'. "".. .', ' "_' ' " III _-..' 11,._:' .. . ._.'-,,> '" i,:.,.""",,, ....',11 . ..II. .,' . '. .' . I11III,,,,," , ..,:' ." ie' - -:' 11'11" "...' ',.', .' ...- .'1' '.l1li ,11\., '." .' .' ...... , '-"tr,: ."'IIJI' ,/'.' ',11;111, 1 III' ',,' II'., , .""~ . 11_., ",_, · .' ., ".'''', III','''.'''. 11,.", .,....' · "II ' II .,,' .. ,;, . -_,III . ' ,..,..'.,,; '.'", ';_.'.'_'."111:-=. III, ','.' : ,." " .". " I..." -,-':' . .,'." '. '''''. ' . ...' , 1" " ',', ' . . 11.l1li'", .,.,' -:.: .', ".....: I:'.' ."".','. "II;~,,, ." ;'_/,'1111, .'" ,.-' " ,,' .'-111 - . _..... 'III '''. i.' III' ..':, ". ," B ; ." II:, ...." ,. ''','.; ',II B ......;..' ,=-".. III III' .1 I III ' "... ' "',. II' ,."'.'l1li,111'.".. -:B, \I~ " I!II .. · ". ", ,... ." ..liliiii..,.,' -.' ,'. , ,II'.,.. ....1 "> .. _,. :'/" ..., ':":" ':,:' " , ''': ":' ., I, ....., III' . ' ,II _. .' _ II, ' _"II ~IIIII .:' III _ ,-: '.l1li"'1' :., 11.'1 , .. ".~II " ;",' ,,; '" ~ ~ " B " " '- '" ' " ' . _'II1II' """'" , .'. "- II. '- ' .", -I' -,.-"."':.., "" · · "IIIIIIII,I11III _ .', ., '" , :' " , D,' ,,' ".. r, " . ....- .. ,,,,,,,, '." III III:, " '. ." ,.' , ... .1", ' · l1li, " " .." , " I. '" ;, ."'" . II ' ..., , . " .-. <<' ,I11III' , '" I ill" "11 AA' .' '" 't _, " - " . ",' -'" ,...>.. ",' '" -III", :" .,,; ..' " . -' .,." ',11, II1II. I .,' , " ," ,IIIIIIII,_:' ",.""''''. '." , , '" " > '; , .' ., , III .. ., .' ." II,."", ,,': " ":', '>,,' . " ... II _, ' III '" '''_'II1II''''11;" ,l1li.' ,,:' '-',:. : '::" .<' ,,' ,:,' III"" ",' II . ' "".""., ,,-- ,", ./:.l1li, ' " " ". , ." , '~ ' ,~ ,,: '"' , , ,'" II ,.. '., ,,, _,"'., ,,' III, . II'." ... ,,", ,'" _. <;. ,., ." . , . I I :6. . ~ - } . -