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2013-06-13 - Council Agenda Packet
Agenda Corcoran City Council June 13, 2013 - 7:00 PM 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Public Hearing — Dust Control* 6. Consent Agenda a. Draft Minutes of 05/23/2013 TIF Workshop and Council Meeting* b. Debit Card Guideline* c. St Thomas Temp Gambling Resolution 2013 -26* d. Recognizing Fire Arms Safety Program 2013 -25* e. Approving Tobacco, Beer and Liquor Licenses 2013 -27* f. Authorizing Advertisement for 2014 -2015 Gravel Bids* 7. Claims as Presented * a. Escrow Claims (Fund #500) b. All Other Financial Claims 8. Staff Reports / Memos /Commissions a. Metropolitan Council Population Estimate* 9. Planning Business / Landform -None 10. Unfinished Business a. PW Facility 1. Ebert Construction Pay Request #6 b. Engineering Items for Discussion* 1. Stormwater (MS4) Impacts of new permit 2. Lennar Lift Station Location 3. Regional Development Study 4. Water Main and Booster Station Update 5. Lennar costs for 101 and 116 11. New Business -None 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda 14. Adjournment *Includes Materials - Materials relating to these agenda items can be found in the House Agenda Packet by Door. Administrator's City Council Meeting Agenda Memo June 13, 2013 1. Call to Order / Roll Call 2. Pledge of Allegiance 3. Agenda Approval 4. Open Forum 5. Public Hearing -Dust Control. See my report 6. Consent Agenda a. Draft Minutes of 05/23/13 Council Meeting b. Debit Card Guideline. I am proposing that the council allow for a Debit Card Account to be set up at Farmers Bank which currently is the holder of the city's principal savings and expense accounts. Staff is proposing that the council approve the guidelines as presented. Those guidelines are consistent with the current money handling guidelines of the city. The necessity for the debit card is that many of the purchases of the city are now done electronically and debit or credit cards are the principal way that is carried out. Also, it can be cumbersome at times to work through the check writing process or purchase order process for such things as training reservations and expenses associated with emergencies or unexpected problems. c. St. Thomas Temp Gambling Resolution 2013 -26. This is the church's annual request that is associated with their yearly festival. d. Fire Arms Safety Program. This is a resolution thanking those organizations and persons in the community who support the program. e. Tobacco, Beer, and Liquor Licenses. All licenses for dispensing of liquor, beer, and tobacco are due for renewal on July 1 st of each year. This year's renewal process is no different from the last several years. There are no new applications for new businesses or organizations. Staff finds no statutory or city code violations that would call into question the granting of the license renewals. The normal process is that all fees and insurance information must be collected by the city before July 1 st. Once done, all state notification requirements will then be made by the city clerk to state agencies. If an applicant fails to provide the proper fees or required information, the license is not issued and the organization is not allowed to dispense or sell the particular produce. As of this writing, there are still some outstanding fees to be collected but staff expects all will be received by the city in time for a smooth renewal of licenses. f. Gravel Bids. Staff has not gone out to bid for gravel in three years. Since purchases can easily total above $100,000, the council should authorize the bidding process. This action allows the letting of the request for bids and does not approve any purchases at this time. See report. 7. Claims as Presented a. Escrow Claims (Fund #500). b. All Other Claims As Presented 8. Staff Reports / Memos /Commissions a. Metropolitan Council Population Estimates. Every year the Met Council provides estimates on households and population in the city. These figures play an important part in grant applications and provide policy makers with a sense of where a city is going. I thought you might like to see the latest figures and have provided last year's figures for comparisons. I 1 Administrator's City Council Meeting Agenda Memo June 13, 2013 note that our population is up slightly as the Met Council has increased the persons per household from 2.88 to 2.91. 9. Planning Business -None 10. Unfinished Business a. PW Facility. This will be a verbal update on progress with the PW Facility b. Engineering Items. There are a number of reports on the topics listed below. They are being distributed to the council now with the intent of giving you sufficient time to read for future discussions starting at the next council meeting on June 27th and continuing on into July and August. The Stormwater (MS4) memo is important and needed for the public hearing on the June 27th council meeting. This mandated program is going to have new budget impact in 2014. The other documents are all related to our regional infrastructure study /TIF Projects/ Lennar infrastructure efforts. Again, no action is asked of the council but to receive the documents. i. Stormwater (MS4) ii. Lennar Lift Station iii. Regional Development Study iv. Water Main and Booster Station v. Lennar Costs for Co Rds' 101 & 116. 11. New Business 12. Unscheduled Items 13. Review of Upcoming Council Meeting Agenda Council Calendar Planning Commission 7/18/13 8/1/13 9/5/13 10/3/13 11/7/13 12/5/13 Asleson Lynch Cossette Thomas Guenthner Asleson Parks and Trails Commission 6/18/13 7/16/13 8/20/13 9/17/13 10/15/13 11/19/13 Asleson Lynch Cossette Thomas Guenthner Asleson 2 ADMINISTRATOR'S REPORT Agenda Item No. 5 Council Meeting: Actual 2010 Prepared By: June 13, 2013 Budget 2013 Dan Donahue, Administrator Topic: $98,033 Action Required: Dust Control Public Hearing Revenue Order Project Policy: $73,170 Continue annual program and assessments of costs to benefiting property owners Budget Impact: ($19,145) Expenses and revenues included in annual budget Summary: For about ten years, the city has provided the service to property owners of applying chemicals to gravel roads to both stabilize the surface and to minimize the dust produced from vehicles driving on those gravel roads. At this council meeting, the city is again considering a continuance of the program and paying for it through city contributions and assessments to benefiting property owners. The revenue and expenses of the program is as follows by year: In preparation for the Public Hearing on the proposed assessments to the benefiting property owners, an Assessment Roll has been prepared which provides the detail of how much each property owners is proposed to be assessed. That roll shows total revenue from assessments at $69,333. Please note that your 2013 Budget shows revenue (from assessments) at $55,530 or $18,803 less than the actual proposed Roll shows. Two reasons for the difference: 1. The council must now actually agree on an amount of city contribution to the program. You have included a revenue figure in the budget but you have also said that the council will decide on an actual city contribution at the time of the hearing. 2. The Assessment Roll and the actual amounts stated against each property are set high since the city can lower the assessment amount but it can't increase the published amount without republishing the Roll and going through the hearing Actual 2010 Actual 2011 Actual 2012 Budget 2013 Expenses $75,338 $98,033 $94,301 $100,000 Revenue $77,854 $78,888 $73,170 $55,530 Difference $2,516 ($19,145) ($21,140) ($44,470) In preparation for the Public Hearing on the proposed assessments to the benefiting property owners, an Assessment Roll has been prepared which provides the detail of how much each property owners is proposed to be assessed. That roll shows total revenue from assessments at $69,333. Please note that your 2013 Budget shows revenue (from assessments) at $55,530 or $18,803 less than the actual proposed Roll shows. Two reasons for the difference: 1. The council must now actually agree on an amount of city contribution to the program. You have included a revenue figure in the budget but you have also said that the council will decide on an actual city contribution at the time of the hearing. 2. The Assessment Roll and the actual amounts stated against each property are set high since the city can lower the assessment amount but it can't increase the published amount without republishing the Roll and going through the hearing Administrator's Report— Agenda Item 5, June 13, 2013 Council Meeting Page 2 again. So, at this point the council has the latitude to pick an amount for city contribution and then lower the Assessment Roll to match. A couple of additional points to consider: 1. There are considerable front end costs associated with city admin staff time, engineering time, and legal time involved in the project. In addition to the city contribution to the project, please consider the "soft" costs of around $4,000 already put into the project. By the way, the expenses stated above are for the product only, not Public Works employee time to apply to the gravel roads. 2. The resolution states conditions that would apply to property owners on paying the assessments. Typically, for assessments paid off over time or for assessments not paid and put on the Hennepin County Property Tax Rolls, there is an interest rate. Generally, cities apply a 2% increase above the cost of money. Proposed is 5.5% but the council can change this amount if it wishes. The City Engineer will have a PowerPoint presentation at the public hearing. 2013 Road Stabilization Program Public Hearing June 13, 2013 Current Data About City Roads o Changes from 2012 There are 102 miles of roads in the City of Corcoran • County Roads = 39 miles Paved Roads = 25 miles Gravel Collector Roads = 27 miles Gravel Neighborhood Roads = 11 miles The City currently provides dust control to: � 23 miles of Collector Road 3.5 miles of Neighborhood Road (c -d -s) 2012 ROAD STABILIZATION PROGRAM 2001 to 2011 —City has participated in costs to complete collector roads ($20,000 /yr) _ Residents along collector roads pay equal share � Residents on neighborhood roads pay for their own road The 2012 Budget assumed a $35K contribution again by the City The 2013 Budget includes the same contribution as 2012 2013 SPECIAL NOTES This assessment hearing has been held in the spring each year. Late Spring in 2013 L Adjustments from 2012 ■ Materials costs increased 10 %. - Assessments increased 10% for all properties iL Material cost increase (10 %) r $0.70 /gallon to $0.77 /gallon ■ Assessments increased (10 %) $140 /unit vs. $140 /unit on collector roads 2013 Estimated Project Costs ENEW-- �� The following information is a summary of the 2013 estimated project costs and serves as the basis for the proposed assessments. 2012 Project Costs Other Revenues 2012 Revenues from City and Assessments 2013 Additional Roads Material Cost Increase (10 %) 2013 Revenues from City and Assessments Minimum revenues from assessments Required City contribution $94,035.00 $6,351.00 $87,684.00 'I. 11 11 ' • 11 11 $62,100.00 $35,000.00 2012 Assessment Roll for High Density Collector Roads Bechtold Road (Oakdale to CR 117) $ 130.00 10515 to 10845 BECHTOLD RD $ 65.00 22314 to 22465 RUSH CREEK DR $ 65.00 22362 to 22480 SUNSET LN Trail Haven Road (CR 30 to Oakdale) $ 125.00 9710 to 10035 TRAIL HAVEN RD $ 125.00 21580 to 21600 SICORA LN $ 125.00 10024 to 21324 MEADOW CIR $ 125.00 21300 to 21427 MEADOW LN $ 125.00 21400 to 21420 CIRCLE LN 2012 Assessment Roll for Low Density Collector Roads Bechtold Road (CR Stieg Road 10 to Oakdale) $ 154.00 8690 to 8985 BECHTOLD RD $ 154.00 19319 to 19880 STIEG RD Bechtold Road Strehler Road (east (Strehler to CR 10) of CR 19) $ 154.00 9305 to 10290 BECHTOLD RD $ 154.00 7970 to 23335 STREHLER RD Cain Road (CR 10 Strehler Road (west to CR30) of CR 19) $ 154.00 8220 to 9580 CAIN RD $ 154.00 22325 to 23825 STREHLER RD Cain Road (CR 30 $ 77.00 23525 STREHLER RD to CR117) $ 154.00 10060 to 10855 CAIN RD Trial Haven Road (CR 10 to CR 30) $ 154.00 20403 to 20629 RUSH MEADOW LN $ 154.00 8850 to 9625 TRAIL HAVEN RD $ 77.00 20705 to 20945 HIDDEN PONDS DR $ 154.00 8900 to 9305 FOXLINE DR $ 77.00 21000 GREENVIEW CT $ 154.00 21500 to 21540 TREELINE DR $ 38.50 10115 to 10205 HIGHLAND RIDGE RD. Trial Haven Road (CR 50 to CR 10) Horseshoe TL (Willow to Old $ 154.00 7875 to 8750 TRAIL HAVEN RD Settlers) $ 154.00 20755 to 21801 HORSESHOE TRL Trail Haven Road (Oakdale to CR117) Kalk Road $ 154.00 10104 to 10800 TRAIL HAVEN RD $ 154.00 7340 to 7885 KALK RD Willow Drive and Larkin Road Old Settlers and $ 154.00 6280 to 7229 WILLOW DR 70th Avenue $ 154.00 6420 to 7203 OLD SETTLERS RD $ 77.00 6215 to 6225 WILLOW DR $ 154.00 20700 to 20840 70TH AVE $ 154.00 21300 to 21600 LARKIN RD Schutte Road $ 154.00 21525 to 21636 NYSTROM LN $ 154.00 19100 to 19600 SCHUTTE RD $ 154.00 21524 to 21645 HOMESTEAD TRL $ 77.00 21565 to 21600 CATES LONGHORN RD 2012 Assessment Roll for Local Roads Jeffrey Lane and Corcoran Trail Woodland Lane $ 65.95 7720 to 7770 CORCORAN TRL E $ 121.46 10205 to 10221 JEFFREY LN $ 32.97 7775 to 8070 CORCORAN TRL E $ 121.46 22107 to 22124 WOODLAND LN $ 65.95 7710 to 7755 CORCORAN TRL W Lily Pond Lane $ 32.97 7780 to 8015 CORCORAN TRL W $ 143.29 9706 to 9916 LILY POND LN Fox Valley Drive Maple Hill Road $ 128.30 9400 to 9536 FOX VALLEY DR $ 719.02 7800 MAPLE HILL RD Garden Lane $ 517.69 7995 MAPLE HILL RD $ 133.10 9709 to 9927 GARDEN LN Maple Lane Garrison LN, Garrison RD, Larsen $ 97.41 10503 to 10647 MAPLE LN RD $ 129.16 8715 GARRISON LN Rush Creek Blvd $ 129.16 23110 to 23216 GARRISON RD $ 136.54 9820 to 9829 CREEK VIEW CIR $ 129.16 23105 to 23417 LARSEN RD $ 136.54 9710 to 9848 RUSH CREEK BLVD Gleason Road Sundance Road $ 231.32 19104 to 19450 GLEASON RD $ 93.53 9710 to 10300 SUNDANCE RD Billing Procedures Pay Assessment in full within 45 days of Council approval: July 29th 2013, if approved this evening Pay Assessment after July 29th but before November 1512013 Accrues interest at a rate of 5.50% Through December 31, 2013 If the Assessment is not paid by November 15, 2013, the amount owed will be certified to the County Auditor Amount owed will be added to property taxes to be paid in 2014. Additional interest and a surcharge will be added by the county 2012 Road Stabilization Program Public Comment City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 19510 STIEG RD ROGERS MN 55374 01- 119 -23 -21 -0001 154.00 19740 STIEG RD ROGERS MN 55374 01- 119 -23 -23 -0019 154.00 19800 STIEG RD ROGERS MN 55374 01- 119 -23 -23 -0021 154.00 19850 STIEG RD ROGERS MN 55374 01- 119 -23 -23 -0022 154.00 19880 STIEG RD ROGERS MN 55374 01- 119 -23 -23 -0023 154.00 19520 STIEG RD ROGERS MN 55374 01- 119 -23 -31 -0002 154.00 19715 STIEG RD ROGERS MN 55374 01- 119 -23 -32 -0001 154.00 19725 STIEG RD ROGERS MN 55374 01- 119 -23 -32 -0005 154.00 19801 STIEG RD ROGERS MN 55374 01- 119 -23 -32 -0006 154.00 19425 STIEG RD ROGERS MN 55374 01- 119 -23-42 -0001 154.00 19320 STIEG RD ROGERS MN 55374 01- 119 -23-42 -0002 154.00 19319 STIEG RD ROGERS MN 55374 01- 119 -23-43 -0002 154.00 19319 STIEG RD ROGERS MN 55374 01- 119 -23-44 -0001 154.00 20419 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -21 -0003 154.00 20411 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -21 -0004 154.00 20403 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -21 -0005 154.00 20624 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0002 154.00 20610 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0003 154.00 20600 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0004 154.00 20512 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0005 154.00 20500 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0006 154.00 20629 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0007 154.00 20617 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0008 154.00 20605 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0009 154.00 20515 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0010 154.00 20503 RUSH MEADOW LN ROGERS MN 55374 02- 119 -23 -22 -0011 154.00 10660 CAIN RD ROGERS MN 55374 02- 119 -23 -23 -0002 154.00 10620 CAIN RD ROGERS MN 55374 02- 119 -23 -23 -0003 154.00 10580 CAIN RD ROGERS MN 55374 02- 119 -23 -23 -0004 154.00 10540 CAIN RD ROGERS MN 55374 02- 119 -23 -23 -0005 154.00 10420 CAIN RD ROGERS MN 55374 02- 119 -23 -31 -0001 154.00 10410 CAIN RD ROGERS MN 55374 02- 119 -23 -32 -0002 154.00 10430 CAIN RD ROGERS MN 55374 02- 119 -23 -32 -0003 154.00 10450 CAIN RD ROGERS MN 55374 02- 119 -23 -32 -0004 154.00 10160 CAIN RD ROGERS MN 55374 02- 119 -23 -33 -0006 154.00 10130 CAIN RD ROGERS MN 55374 02- 119 -23 -33 -0007 154.00 10855 CAIN RD ROGERS MN 55374 03- 119 -23 -11 -0002 154.00 10800 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -22 -0005 154.00 10690 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -22 -0008 154.00 10600 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -23 -0003 154.00 10500 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -32 -0001 154.00 10440 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -32 -0002 154.00 10410 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -32 -0003 154.00 10400 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -32 -0004 154.00 10220 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -33 -0001 154.00 10150 TRAIL HAVEN RD ROGERS I MN 1 55374 103-119-23-33-00051 154.00 1of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 10104 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -33 -0006 154.00 10210 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -33 -0009 154.00 10170 TRAIL HAVEN RD ROGERS MN 55374 03- 119 -23 -33 -0010 154.00 10415 CAIN RD ROGERS MN 55374 03- 119 -23-41 -0003 154.00 20900 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-43 -0001 77.00 20910 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-43 -0002 77.00 20920 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-43 -0003 77.00 20940 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-43 -0004 77.00 21000 GREENVIEW CT ROGERS MN 55374 03- 119 -23-43 -0005 77.00 20840 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0005 77.00 20945 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0006 77.00 20925 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0007 77.00 20835 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0008 77.00 20815 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0009 77.00 10205 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0012 38.50 10185 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0013 38.50 10135 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0014 38.50 10115 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0015 38.50 20705 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0016 77.00 20715 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0017 77.00 10200 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0018 38.50 10150 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23-44 -0019 38.50 10120 HIGHLAND RIDGE RD. ROGERS MN 55374 03- 119 -23 -44 -0020 38.50 20810 HIDDEN PONDS DR ROGERS MN 55374 03- 119 -23-44 -0025 77.00 10765 TRAIL HAVEN RD ROGERS MN 55374 04- 119 -23 -11 -0001 154.00 10720 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -21 -0005 130.00 10740 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -22 -0003 130.00 10700 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -23 -0001 130.00 10600 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -24 -0001 130.00 10290 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -32 -0003 154.00 10221 JEFFREY LN ROGERS MN 55374 04- 119 -23 -32 -0004 121.46 10214 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -33 -0001 154.00 10206 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -33 -0002 154.00 10124 BECHTOLD RD ROGERS MN 55374 04- 119 -23 -33 -0003 154.00 10205 JEFFREY LN ROGERS MN 55374 04- 119 -23 -33 -0007 121.46 10213 JEFFREY LN ROGERS MN 55374 04- 119 -23 -33 -0008 121.46 10218 JEFFREY LN ROGERS MN 55374 04- 119 -23 -33 -0009 121.46 22109 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0010 121.46 22115 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0011 121.46 22107 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0012 121.46 22110 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0013 121.46 22120 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0014 121.46 22124 WOODLAND LN ROGERS MN 55374 04- 119 -23 -33 -0015 121.46 10405 TRAIL HAVEN RD ROGERS MN 55374 104-119-23-41-00021 154.00 10215 TRAIL HAVEN RD ROGERS MN 55374 04- 119 -23-44 -0010 105-119-23-11-00051 154.00 10845 BECHTOLD RD ROGERS MN 55374 130.00 2of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 10721 BECHTOLD RD ROGERS MN 55374 05- 119 -23 -11 -0007 130.00 10725 BECHTOLD RD ROGERS MN 55374 05- 119 -23 -11 -0008 130.00 22411 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0001 65.00 22449 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0002 65.00 22475 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0003 65.00 22480 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0004 65.00 22472 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0005 65.00 22434 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0006 65.00 22408 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0007 65.00 22362 SUNSET LN ROGERS MN 55374 05- 119 -23 -14 -0008 65.00 22344 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0009 65.00 22314 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0010 65.00 22355 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0011 65.00 22317 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0012 65.00 10525 BECHTOLD RD ROGERS MN 55374 05- 119 -23 -14 -0013 130.00 10515 BECHTOLD RD ROGERS MN 55374 05- 119 -23 -14 -0014 130.00 22462 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0015 65.00 22440 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0016 65.00 22420 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0017 65.00 22465 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0018 65.00 22445 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0019 65.00 22425 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0020 65.00 22405 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0021 65.00 22393 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0022 65.00 22385 RUSH CREEK DR ROGERS MN 55374 05- 119 -23 -14 -0023 65.00 10165 BECHTOLD RD ROGERS MN 55374 05- 119 -23-44 -0001 154.00 10613 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0007 97.41 10625 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0008 97.41 10627 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0009 97.41 10631 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0010 97.41 10635 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0011 97.41 10639 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0012 97.41 10643 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0013 97.41 10647 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0014 97.41 10512 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0016 97.41 10630 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0017 97.41 10634 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0018 97.41 10638 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0019 97.41 10642 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0020 97.41 10646 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0021 97.41 10517 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0024 97.41 10503 MAPLE LN ROGERS MN 55374 06- 119 -23 -13 -0025 97.41 10025 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -11 -0002 154.00 9950 SUNDANCE RD ROGERS MN 155374 108-119-23-12-00011 93.53 9980 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -12 -0002 93.53 9990 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -12 -0003 93.53 3of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 9927 GARDEN LN ROGERS MN 55374 08- 119 -23 -12 -0004 133.10 9710 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0003 133.10 9724 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0004 133.10 9732 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0005 133.10 9800 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0006 133.10 9820 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0007 133.10 9830 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0008 133.10 9840 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0009 133.10 9837 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0010 133.10 9823 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0011 133.10 9817 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0012 133.10 9725 GARDEN LN ROGERS MN 155374 08- 119 -23 -13 -0014 133.10 9709 GARDEN LN ROGERS MN 55374 08- 119 -23 -13 -0015 133.10 9710 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0019 93.53 9720 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0020 93.53 9730 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0021 93.53 9800 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0022 93.53 9820 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0023 93.53 9840 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -13 -0024 93.53 9785 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -14 -0002 154.00 9733 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -14 -0003 154.00 9725 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -14 -0004 154.00 9845 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -14 -0013 154.00 9847 BECHTOLD RD ROGERS MN 55374 08- 119 -23 -14 -0014 154.00 10010 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0001 93.53 10080 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0004 93.53 9831 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0012 93.53 10020 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0014 93.53 10030 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0015 93.53 9955 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0016 93.53 10300 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -21 -0018 93.53 9945 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -22 -0009 93.53 9848 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0004 136.54 9836 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0005 136.54 9830 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0006 136.54 9800 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0007 136.54 9750 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0008 136.54 9740 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0009 136.54 9845 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0010 136.54 9829 CREEK VIEW CIR ROGERS MN 55374 08- 119 -23 -23 -0011 136.54 9820 CREEK VIEW CIR ROGERS MN 55374 08- 119 -23 -23 -0013 136.54 9815 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0015 136.54 9733 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -23 -0016 136.54 9805 SUNDANCE RD ROGERS MN 55374 08-119-23-24-00021 93.53 9733 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -24 -0003 93.53 9825 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -24 -0005 93.53 4 of 12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 9730 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -24 -0006 136.54 9720 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -24 -0007 136.54 9710 RUSH CREEK BLVD ROGERS MN 55374 08- 119 -23 -24 -0008 136.54 9715 SUNDANCE RD ROGERS MN 55374 08- 119 -23 -24 -0009 93.53 9305 BECHTOLD RD ROGERS MN 55374 08- 119 -23-44 -0001 154.00 21580 SICORA LN CORCORAN MN 55340 09- 119 -23 -11 -0003 125.00 21600 SICORA LN CORCORAN MN 55340 09- 119 -23 -11 -0005 125.00 9945 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -11 -0006 125.00 9933 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -11 -0007 125.00 9901 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -11 -0008 125.00 9837 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -14 -0001 125.00 9823 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -14 -0002 125.00 9735 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23 -14 -0003 125.00 10060 BECHTOLD RD ROGERS MN 55374 09- 119 -23 -22 -0004 154.00 9730 BECHTOLD RD ROGERS MN 55374 09- 119 -23 -23 -0002 154.00 9810 BECHTOLD RD ROGERS MN 55374 09- 119 -23 -23 -0003 154.00 9820 BECHTOLD RD ROGERS MN 55374 09- 119 -23 -23 -0007 154.00 9310 BECHTOLD RD ROGERS MN 55374 09- 119 -23 -33 -0006 154.00 9515 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-41 -0003 154.00 9625 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-41 -0007 154.00 9512 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0006 128.30 9507 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0007 128.30 9515 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23 -42 -0008 128.30 9531 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0009 128.30 9536 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0011 128.30 9528 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0012 128.30 9520 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-42 -0013 128.30 9422 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0003 128.30 9410 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0004 128.30 9400 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0005 128.30 9405 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0006 128.30 9425 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0007 128.30 9433 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0008 128.30 9500 FOX VALLEY DR CORCORAN MN 55340 09- 119 -23-43 -0010 128.30 9425 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-44 -0003 154.00 9415 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-44 -0004 154.00 9305 FOXLINE DR CORCORAN MN 55340 09- 119 -23-44 -0016 154.00 9475 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-44 -0018 154.00 9435 TRAIL HAVEN RD CORCORAN MN 55340 09- 119 -23-44 -0019 154.00 21422 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0003 125.00 21414 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0004 125.00 10035 TRAIL HAVEN RD CORCORAN MN 55340 10- 119 -23 -22 -0005 125.00 10024 MEADOW CIR CORCORAN MN 55340 10- 119 -23 -22 -0006 125.00 21324 MEADOW CIR CORCORAN MN 155340 110-119-23-22-00071 125.00 21310 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0008 125.00 21300 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0009 125.00 5of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 21313 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0010 125.00 21325 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0011 125.00 21406 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0012 125.00 21417 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0013 125.00 21427 MEADOW LN CORCORAN MN 55340 10- 119 -23 -22 -0014 125.00 9913 LILY POND LN CORCORAN MN 55340 10- 119 -23 -22 -0015 143.29 9916 LILY POND LN CORCORAN MN 55340 10- 119 -23 -22 -0016 143.29 21420 CIRCLE LN CORCORAN MN 55340 10- 119 -23 -23 -0002 125.00 21410 CIRCLE LN CORCORAN MN 55340 10- 119 -23 -23 -0003 125.00 21400 CIRCLE LN CORCORAN MN 55340 10- 119 -23 -23 -0004 125.00 21415 CIRCLE LN CORCORAN MN 55340 10- 119 -23 -23 -0005 125.00 21401 CIRCLE LN CORCORAN MN 55340 10- 119 -23 -23 -0006 125.00 9714 TRAIL HAVEN RD CORCORAN MN 55340 10- 119 -23 -23 -0007 125.00 9710 TRAIL HAVEN RD CORCORAN MN 55340 10- 119 -23 -23 -0008 125.00 9815 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0009 143.29 9901 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0010 143.29 9900 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0011 143.29 9820 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0012 143.29 9808 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0013 143.29 9800 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0014 143.29 9718 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0015 143.29 9712 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0016 143.29 9706 LILY POND LN CORCORAN MN 55340 10- 119 -23 -23 -0017 143.29 9505 CAIN RD CORCORAN MN 55340 10- 119 -23-41 -0004 154.00 9437 CAIN RD CORCORAN MN 55340 10- 119 -23-44 -0001 154.00 9403 CAIN RD CORCORAN MN 55340 10- 119 -23-44 -0003 154.00 9423 CAIN RD CORCORAN MN 55340 10- 119 -23-44 -0005 154.00 9401 CAIN RD CORCORAN MN 55340 10- 119 -23 -44 -0010 154.00 9530 CAIN RD CORCORAN MN 55340 11- 119 -23 -32 -0009 154.00 9580 CAIN RD CORCORAN MN 55340 11- 119 -23 -32 -0011 154.00 9320 CAIN RD CORCORAN MN 55340 11- 119 -23 -33 -0003 154.00 9400 CAIN RD CORCORAN MN 55340 11- 119 -23 -33 -0004 154.00 9434 CAIN RD CORCORAN MN 55340 11- 119 -23 -33 -0005 154.00 9420 CAIN RD CORCORAN MN 55340 11- 119 -23 -33 -0006 154.00 19420 SCHUTTE RD CORCORAN MN 55340 13- 119 -23 -13 -0001 154.00 19410 SCHUTTE RD CORCORAN MN 55340 13- 119 -23 -13 -0002 154.00 19100 SCHUTTE RD CORCORAN MN 55340 13- 119 -23 -14 -0010 154.00 19600 SCHUTTE RD CORCORAN MN 55340 13- 119 -23 -21 -0004 154.00 19125 SCHUTTE RD CORCORAN MN 55340 13- 119 -23-41 -0002 154.00 19301 SCHUTTE RD CORCORAN MN 55340 13- 119 -23-42 -0001 154.00 9226 CAIN RD CORCORAN MN 55340 14- 119 -23 -22 -0004 154.00 8722 CAIN RD CORCORAN MN 55340 14- 119 -23 -31 -0002 154.00 8810 CAIN RD CORCORAN MN 55340 14- 119 -23 -32 -0001 154.00 8540 CAIN RD CORCORAN MN 55340 14- 119 -23 -33 -0003 154.00 9201 CAIN RD CORCORAN MN 55340 15- 119 -23 -11 -0001 154.00 9231 CAIN RD CORCORAN MN 55340 15- 119 -23 -12 -0001 154.00 6of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 9103 CAIN RD CORCORAN MN 55340 15- 119 -23 -14 -0002 154.00 9120 TRAIL HAVEN RD CORCORAN MN 55340 15- 119 -23 -21 -0001 154.00 9010 TRAIL HAVEN RD CORCORAN MN 55340 15- 119 -23 -23 -0001 154.00 8900 TRAIL HAVEN RD CORCORAN MN 55340 15- 119 -23 -32 -0001 154.00 8750 TRAIL HAVEN RD CORCORAN MN 55340 15- 119 -23 -32 -0006 154.00 8850 TRAIL HAVEN RD CORCORAN MN 55340 15- 119 -23 -32 -0010 154.00 8825 CAIN RD CORCORAN MN 55340 15- 119 -23 -41 -0001 154.00 8707 CAIN RD CORCORAN MN 55340 15- 119 -23-41 -0002 154.00 8695 CAIN RD CORCORAN MN 55340 15- 119 -23-44 -0001 154.00 9247 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -11 -0002 154.00 9223 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -11 -0003 154.00 9125 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -11 -0005 154.00 9260 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0006 154.00 9240 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0007 154.00 9220 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0008 154.00 9200 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0009 154.00 9148 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0010 154.00 21540 TREELINE DR CORCORAN MN 55340 16- 119 -23 -11 -0011 154.00 21530 TREELINE DR CORCORAN MN 55340 16- 119 -23 -11 -0012 154.00 21520 TREELINE DR CORCORAN MN 55340 16- 119 -23 -11 -0013 154.00 21510 TREELINE DR CORCORAN MN 55340 16- 119 -23 -11 -0014 154.00 21500 TREELINE DR CORCORAN MN 55340 16- 119 -23 -11 -0015 154.00 9259 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0016 154.00 9239 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0017 154.00 9117 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -11 -0022 154.00 8901 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -14 -0001 154.00 8900 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0006 154.00 8920 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0007 154.00 9000 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0009 154.00 9040 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0011 154.00 21525 TREELINE DR CORCORAN MN 55340 16- 119 -23 -14 -0012 154.00 21515 TREELINE DR CORCORAN MN 55340 16- 119 -23 -14 -0013 154.00 9035 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -14 -0014 154.00 9101 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0015 154.00 9037 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0016 154.00 9019 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0017 154.00 9001 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0018 154.00 8939 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0019 154.00 8919 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0020 154.00 8901 FOXLINE DR CORCORAN MN 55340 16- 119 -23 -14 -0021 154.00 9017 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -14 -0022 154.00 8690 BECHTOLD RD ROGERS MN 55374 16- 119 -23 -33 -0002 154.00 22070 STREHLER RD CORCORAN MN 55340 16- 119 -23 -34 -0005 154.00 22060 STREHLER RD CORCORAN MN 155340 16- 119 -23 -34 -0006 154.00 22090 STREHLER RD CORCORAN MN 55340 16- 119 -23-43 -0001 154.00 8655 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23-44 -0003 154.00 7of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 8645 TRAIL HAVEN RD CORCORAN MN 55340 16- 119 -23 -44 -0005 154.00 8985 BECHTOLD RD ROGERS MN 55374 17- 119 -23 -14 -0001 154.00 8955 BECHTOLD RD ROGERS MN 55374 17- 119 -23 -14 -0003 154.00 8925 BECHTOLD RD ROGERS MN 55374 17- 119 -23 -14 -0004 154.00 23020 STREHLER RD CORCORAN MN 55340 17- 119 -23 -32 -0003 154.00 22900 STREHLER RD CORCORAN MN 55340 17- 119 -23 -32 -0004 154.00 23105 LARSEN RD CORCORAN MN 55340 17- 119 -23 -33 -0001 129.16 22840 STREHLER RD CORCORAN MN 55340 17- 119 -23 -34 -0002 154.00 22820 STREHLER RD CORCORAN MN 55340 17- 119 -23 -34 -0003 154.00 22814 STREHLER RD CORCORAN MN 55340 17- 119 -23-43 -0001 154.00 22720 STREHLER RD CORCORAN MN 55340 17- 119 -23-43 -0002 154.00 23750 STREHLER RD LORETTO MN 55357 18- 119 -23 -33 -0001 154.00 23700 STREHLER RD LORETTO MN 55357 18- 119 -23 -33 -0002 154.00 23660 STREHLER RD LORETTO MN 55357 18- 119 -23 -34 -0001 154.00 23600 STREHLER RD LORETTO MN 55357 18- 119 -23 -34 -0002 154.00 8715 GARRISON LN CORCORAN MN 55340 18- 119 -23-41 -0002 129.16 23230 LARSEN RD CORCORAN MN 55340 18- 119 -23-41 -0003 129.16 23216 GARRISON RD CORCORAN MN 55340 18- 119 -23-41 -0004 129.16 23210 GARRISON RD CORCORAN MN 55340 18- 119 -23-41 -0005 129.16 23120 GARRISON RD CORCORAN MN 55340 18- 119 -23-41 -0006 129.16 23110 GARRISON RD CORCORAN MN 55340 18- 119 -23-41 -0007 129.16 23110 LARSEN RD CORCORAN MN 55340 18- 119 -23-41 -0008 129.16 23120 LARSEN RD CORCORAN MN 55340 18- 119 -23 -41 -0009 129.16 23300 STREHLER RD CORCORAN MN 55340 18- 119 -23-43 -0001 154.00 23417 LARSEN RD CORCORAN MN 55340 18- 119 -23-43 -0004 129.16 23405 LARSEN RD CORCORAN MN 55340 18- 119 -23-43 -0005 129.16 23327 LARSEN RD CORCORAN MN 55340 18- 119 -23-43 -0006 129.16 23315 LARSEN RD CORCORAN MN 155340 18- 119 -23-43 -0007 129.16 23303 LARSEN RD CORCORAN MN 55340 18- 119 -23-43 -0008 129.16 23217 LARSEN RD CORCORAN MN 55340 18- 119 -23-44 -0001 129.16 23205 LARSEN RD CORCORAN MN 55340 18- 119 -23-44 -0002 129.16 23119 LARSEN RD CORCORAN MN 55340 18- 119 -23-44 -0003 129.16 23107 LARSEN RD CORCORAN MN 55340 18- 119 -23-44 -0004 129.16 23110 STREHLER RD CORCORAN MN 55340 18- 119 -23-44 -0005 154.00 23120 STREHLER RD CORCORAN MN 55340 18- 119 -23-44 -0006 154.00 23212 STREHLER RD CORCORAN MN 55340 18- 119 -23-44 -0007 154.00 23255 STREHLER RD CORCORAN MN 55340 19- 119 -23 -11 -0002 154.00 23335 STREHLER RD CORCORAN MN 55340 19- 119 -23 -12 -0003 154.00 23651 STREHLER RD LORETTO MN 55357 19- 119 -23 -21 -0010 154.00 23525 STREHLER RD LORETTO MN 55357 19- 119 -23 -21 -0011 77.00 23817 STREHLER RD LORETTO MN 55357 19- 119 -23 -22 -0001 154.00 23825 STREHLER RD LORETTO MN 55357 19- 119 -23 -22 -0003 154.00 23785 STREHLER RD LORETTO MN 55357 19- 119 -23 -23 -0003 154.00 22735 STREHLER RD CORCORAN MN 55340 20- 119 -23 -12 -0002 154.00 22701 STREHLER RD CORCORAN MN 55340 20- 119 -23 -13 -0001 154.00 22505 STREHLER RD CORCORAN MN 55340 20- 119 -23 -14 -0001 154.00 8of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 22903 STREHLER RD CORCORAN MN 55340 20- 119 -23 -22 -0004 154.00 8401 TRAIL HAVEN RD CORCORAN MN 55340 21- 119 -23 -11 -0002 154.00 8100 STREHLER RD CORCORAN MN 55340 21- 119 -23 -13 -0005 154.00 8175 TRAIL HAVEN RD CORCORAN MN 55340 21- 119 -23 -14 -0001 154.00 8175 STREHLER RD CORCORAN MN 55340 21- 119 -23 -24 -0001 154.00 8095 TRAIL HAVEN RD CORCORAN MN 55340 21- 119 -23-41 -0008 154.00 7905 TRAIL HAVEN RD CORCORAN MN 55340 21- 119 -23 -41 -0009 154.00 7875 TRAIL HAVEN RD CORCORAN MN 55340 21- 119 -23-41 -0010 154.00 8020 STREHLER RD CORCORAN MN 55340 21- 119 -23-42 -0012 154.00 7970 STREHLER RD CORCORAN MN 55340 21- 119 -23-42 -0013 154.00 8400 TRAIL HAVEN RD CORCORAN MN 55340 22- 119 -23 -21 -0002 154.00 8490 TRAIL HAVEN RD CORCORAN MN 55340 22- 119 -23 -22 -0001 154.00 7885 KALK RD CORCORAN MN 55340 22- 119 -23 -33 -0002 154.00 7705 KALK RD CORCORAN MN 55340 22- 119 -23 -33 -0004 154.00 7801 KALK RD CORCORAN MN 55340 22- 119 -23 -33 -0005 154.00 7800 KALK RD CORCORAN MN 55340 22- 119 -23 -34 -0002 154.00 7710 KALK RD CORCORAN MN 55340 22- 119 -23 -34 -0003 154.00 8220 CAIN RD CORCORAN MN 55340 23- 119 -23 -22 -0003 154.00 8300 CAIN RD CORCORAN MN 55340 23- 119 -23 -22 -0009 154.00 8270 CAIN RD CORCORAN MN 55340 23- 119 -23 -22 -0010 154.00 7915 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0002 32.97 8015 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0003 32.97 8055 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0004 32.97 8075 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0005 32.97 8070 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -32 -0006 32.97 8010 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -32 -0007 32.97 7950 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -32 -0008 32.97 7900 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -32 -0009 32.97 7888 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0010 32.97 8030 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -32 -0011 32.97 7965 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -32 -0012 32.97 7895 CORCORAN TRL E CORCORAN MN 155340 23- 119 -23 -32 -0013 32.97 7715 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0002 65.95 7735 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0003 65.95 7755 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0004 65.95 7730 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0006 65.95 7745 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0007 65.95 7720 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0009 65.95 7760 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0010 65.95 7710 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0013 65.95 7785 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0014 32.97 7800 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0017 32.97 7790 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0018 32.97 7780 CORCORAN TRL E CORCORAN MN 55340 123-119-23-33-00191 32.97 7770 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0020 65.95 7780 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0021 32.97 9of12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 7798 CORCORAN TRL W CORCORAN MN 55340 23- 119 -23 -33 -0022 32.97 7801 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0023 32.97 7775 CORCORAN TRL E CORCORAN MN 55340 23- 119 -23 -33 -0024 32.97 7995 MAPLE HILL RD CORCORAN MN 55340 24- 119 -23-42 -0001 517.69 7800 MAPLE HILL RD LOT D45 CORCORAN MN 55340 24- 119 -23-43 -0015 719.02 21300 LARKIN RD CORCORAN MN 55340 27- 119 -23 -13 -0003 154.00 7620 KALK RD CORCORAN MN 55340 27- 119 -23 -21 -0004 154.00 7450 KALK RD CORCORAN MN 55340 27- 119 -23 -21 -0005 154.00 7500 KALK RD CORCORAN MN 55340 27- 119 -23 -21 -0006 154.00 21400 LARKIN RD CORCORAN MN 55340 27- 119 -23 -23 -0001 154.00 21301 LARKIN RD CORCORAN MN 55340 27- 119 -23 -23 -0002 154.00 21300 LARKIN RD CORCORAN MN 55340 27- 119 -23 -23 -0003 154.00 21420 LARKIN RD CORCORAN MN 55340 27- 119 -23 -23 -0004 154.00 17845 EAST HWY 10 ELK RIVER MN 55330 27- 119 -23 -23 -0005 154.00 7340 KALK RD CORCORAN MN 55340 27- 119 -23 -24 -0002 154.00 7360 KALK RD CORCORAN MN 55340 27- 119 -23 -24 -0003 154.00 7400 KALK RD CORCORAN MN 55340 27- 119 -23 -24 -0004 154.00 21201 LARKIN RD CORCORAN MN 55340 27- 119 -23 -31 -0001 154.00 7200 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-41 -0007 154.00 7131 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-42 -0002 154.00 21025 LARKIN RD CORCORAN MN 55340 27- 119 -23-42 -0004 154.00 7203 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-42 -0005 154.00 21115 LARKIN RD CORCORAN MN 55340 27- 119 -23 -42 -0006 154.00 21125 LARKIN RD CORCORAN MN 55340 27- 119 -23-42 -0007 154.00 6905 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-43 -0001 154.00 6925 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-43 -0005 154.00 6900 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-44 -0006 154.00 6855 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23 -44 -0007 154.00 7100 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-44 -0010 154.00 6904 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-44 -0011 154.00 20840 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0017 154.00 20818 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0018 154.00 20800 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0019 154.00 20740 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0020 154.00 20730 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0021 154.00 20700 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0022 154.00 20833 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0023 154.00 20807 70TH AVE CORCORAN MN 55340 27- 119 -23-44 -0024 154.00 20735 70TH AVE CORCORAN MN 55340 27- 119 -23 -44 -0025 154.00 6910 OLD SETTLERS RD CORCORAN MN 55340 27- 119 -23-44 -0028 154.00 21600 LARKIN RD CORCORAN MN 55340 28- 119 -23 -13 -0002 154.00 7200 WILLOW DR CORCORAN MN 55340 28- 119 -23-41 -0002 154.00 21536 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23-41 -0007 154.00 21524 HOMESTEAD TRL CORCORAN MN 155340 128-119-23-41-00081 154.00 21630 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23-41 -0011 154.00 7229 WILLOW DR CORCORAN MN 55340 28- 119 -23-42 -0004 154.00 10 of 12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 7145 WILLOW DR CORCORAN MN 55340 28- 119 -23 -42 -0005 154.00 6925 WILLOW DR CORCORAN MN 55340 28- 119 -23-43 -0008 154.00 6915 WILLOW DR CORCORAN MN 55340 28- 119 -23-43 -0009 154.00 21527 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23 -44 -0007 154.00 21539 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23-44 -0008 154.00 21625 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23-44 -0009 154.00 21635 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23 -44 -0010 154.00 21645 HOMESTEAD TRL CORCORAN MN 55340 28- 119 -23-44 -0011 154.00 21636 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0013 154.00 21528 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0015 154.00 21607 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0018 154.00 21617 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0019 154.00 21627 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0020 154.00 21525 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0021 154.00 21535 NYSTROM LN CORCORAN MN 55340 28- 119 -23-44 -0022 154.00 6655 WILLOW DR CORCORAN MN 155340 33- 119 -23 -0008 154.00 6721 WILLOW DR CORCORAN MN 55340 33- 119 -23 -12 -0001 154.00 6603 WILLOW DR CORCORAN MN 55340 33- 119 -23 -13 -0001 154.00 6675 WILLOW DR CORCORAN MN 55340 33- 119 -23 -13 -0002 154.00 6685 WILLOW DR CORCORAN MN 55340 33- 119 -23 -13 -0003 154.00 6705 WILLOW DR PO BOX 150 CORCORAN MN 55340 33- 119 -23 -13 -0005 154.00 6715 WILLOW DR CORCORAN MN 55340 33- 119 -23 -13 -0007 154.00 6620 WILLOW DR CORCORAN MN 55340 33- 119 -23 -14 -0001 154.00 6855 WILLOW DR CORCORAN MN 55340 33- 119 -23 -21 -0001 154.00 6225 WILLOW DR CORCORAN MN 55340 33- 119 -23 -34 -0002 77.00 6221 WILLOW DR CORCORAN MN 55340 33- 119 -23 -34 -0004 77.00 6215 WILLOW DR CORCORAN MN 55340 33- 119 -23 -34 -0005 77.00 6501 WILLOW DR CORCORAN MN 55340 33- 119 -23-41 -0002 154.00 21600 CATES LONGHORN RD CORCORAN MN 55340 33- 119 -23-41 -0003 77.00 21585 CATES LONGHORN RD CORCORAN MN 55340 33- 119 -23-41 -0005 77.00 21565 CATES LONGHORN RD CORCORAN MN 55340 33- 119 -23-41 -0006 77.00 6315 WILLOW DR CORCORAN MN 55340 33- 119 -23-42 -0002 154.00 21801 HORSESHOE TRL CORCORAN MN 55340 33- 119 -23-42 -0006 154.00 6330 WILLOW DR CORCORAN MN 55340 33- 119 -23-44 -0001 154.00 6320 WILLOW DR CORCORAN MN 55340 33- 119 -23-44 -0002 154.00 6300 WILLOW DR CORCORAN MN 55340 33- 119 -23-44 -0003 154.00 6280 WILLOW DR CORCORAN MN 55340 33- 119 -23-44 -0004 154.00 5830 CHRISTMAS LAKE RD SHOREWOOD MN 55331 34- 119 -23 -11 -0001 154.00 21030 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -13 -0002 154.00 21020 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -13 -0004 154.00 21124 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -21 -0003 154.00 21300 HORSESHOE TRL PO BOX 127 CORCORAN MN 55340 34- 119 -23 -22 -0001 154.00 21404 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -22 -0002 154.00 21250 HORSESHOE TRL CORCORAN MN 55340 134-119-23-24-00011 154.00 21200 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -24 -0002 154.00 21150 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -24 -0003 154.00 11 of 12 5. City of Corcoran 2013 Dust Control Role Bill Addressl Bill Address 2 Billing City Billing State Billing Zip PIN Base Charge 21050 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -24 -0004 154.00 21070 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -24 -0005 154.00 21090 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -24 -0006 154.00 21405 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23 -32 -0002 154.00 20755 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23-41 -0003 154.00 21033 HORSESHOE TRL CORCORAN MN 55340 34- 119 -23-42 -0002 154.00 6420 OLD SETTLERS RD CORCORAN MN 55340 35- 119 -23 -31 -0002 154.00 6575 OLD SETTLERS RD CORCORAN MN 55340 35- 119 -23 -32 -0001 154.00 19450 GLEASON RD CORCORAN MN 55340 36- 119 -23 -12 -0001 231.32 19300 GLEASON RD CORCORAN MN 55340 36- 119 -23 -13 -0005 231.32 19400 GLEASON RD CORCORAN MN 55340 36- 119 -23 -13 -0007 231.32 19204 GLEASON RD CORCORAN MN 55340 36- 119 -23 -14 -0002 231.32 19220 GLEASON RD CORCORAN MN 55340 36- 119 -23 -14 -0003 231.32 19240 GLEASON RD CORCORAN MN 55340 36- 119 -23 -14 -0005 231.32 19104 GLEASON RD CORCORAN MN 55340 36- 119 -23 -14 -0006 231.32 69,332.82 12 of 12 5. City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -28 Motion By: Seconded By: June 13, 2013 61 WHEREAS, pursuant to proper notice duly given as required by law, the council has met and heard and passed upon all objections to the proposed assessment for the improvement of dust control to the various streets within the city, NOW THEREFORE, BE IT FURTHER RESOLVED BY THE COUNCIL OF THE CITY OF CORCORAN, Such proposed assessment, a copy of which is attached hereto and made a part hereof, is hereby accepted and shall constitute the special assessment against the lands named therein, and each tract of land therein included is hereby found to be benefited by the proposed improvement in the amount of the assessment levied against it. 2. The owner of any property so assessed may, at any time prior to certification of the assessment to the county auditor, pay the whole of the assessment with interest accrued to the date of payment, to the city treasurer, except that no interest shall be charged if the entire assessment is paid within 30 days from the adoption of this resolution; and may, at any time thereafter, pay to the city treasurer the entire amount of the assessment remaining unpaid, with interest accrued, to December 31 of year in which such payment is made. The rate of interest that will apply will be 5.5% per annum. 3. The clerk shall forthwith transmit a certified duplicate of this assessment to the county auditor to be extended on the property tax lists of the county. Such assessments shall be collected and paid in the same manner as other municipal taxes. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 13th day of June 2013. Kenneth Guenthner - Mayor ATTEST: City Seal Jeanie Heinecke — City Clerk City of Corcoran City Council Meeting Minutes May 23, 2013 - 7:00 PM 6a. The Corcoran City Council met on May 23, 2013, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, Councilor Lynch, and Councilor Thomas. Also present were City Administrator Donahue, City Engineer VanderTop, Public Works Superintendent Meister, Director of Public Safety Gormley, and City Clerk Heinecke. 1. Call to Order / Roll Call Mayor Guenthner called the regular meeting to order at 7:00 pm. 2. Pledge of Allegiance 3. Agenda Approval MOTION: made by Cossette, seconded by Asleson to approve the agenda as presented, with the following additions. 10e. Administrator Search Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) 4. Open Forum Bill Halverstadt 6420 Old Settlers Rd., Came for knowledge and voiced consternation in the community about "who's going to pay and how much" because they don't know. Mike Patnode 22610 Co Rd 50., Wants to separate his property, he was directed by city planner to address the council. City Administrator to provided Mr. Patnode with a memo of the city planning process. 5. Presentations a. CenterPoint Energy Community Partnership Grant (Roger Brandel) Presented the Police Reserve with a $2,250.00 Grant for safety equipment. Grant was accepted by Reserve Officer Kieffer. MOTION: made by Cossette, seconded by Lynch to accept the CenterPoint Energy Grant designating the funds for the Police Reserve program. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) b. 2012 Audit Results Andy Berg of Abdo, Eick & Meyers presented the 2012 Final Audit Results. MOTION: made by Lynch, seconded by Thomas to accept the 2012 Financial Audit as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) 6. Consent Agenda a. Draft Minutes of May 9, 2013 Council Meeting MOTION: made by Asleson, seconded by Lynch to accept the May 9, 2013 Council Meeting minutes as presented. Voting Aye: Guenthner, Asleson, Cossette, and Lynch. (Motion carried 4:0) Abstain: Thomas b. Resolution 2013 -23 Sponsoring NW Trails c. Range Agreements MOTION: made by Cossette, seconded by Asleson to approved Resolution 2013 -23 "Sponsoring NW Trails" and the Joint Cooperative Range Agreements as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) City of Corcoran City Council Meeting Minutes May 23, 2013 - 7:00 PM 6a. 7. Claims as Presented a. Escrow Claims (Fund #500) MOTION: made by Thomas, seconded by Asleson to approve escrow claims as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) b. All Other Financial Claims MOTION: made by Cossette, seconded by Thomas to approve all other financial claims as presented with an adjustment to expense coding for Blind Installation and Repair. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) 8. Staff Reports / Memos /Commissions Mtol. a. Planning Project report received, no action required. b. Code Compliance report received, no action required. c. Financial Performance reoirt received. Staff directed to update year end forecast for City Administrator department. 9. Engineering 46, a. Proposed Trail Haven Street Project Council discussed survey results, city engineer report, and past assessments. Staff directed to present the final degree of analysis on Option 4 "Just Trail Haven, Reduced Assessment ". 10. Unfinished Business a. PW Facility Update report received, no action required. b. TIF Projects discussed at workshop, no additional discussion. c. Elm Creek Water Management Organization Update received. Council discussed with city representative Cindy Patnode, no action required. d. Maple Hill Activity Center Update presented by Administrator Donahue and Brian Dejewski. MOTION: made by Thomas, seconded by Asleson to authorize entry into a professional services contract with the recommended architect with a value not to exceed $6,000 for delivery of the plans as described and to include site visit services. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) e. Administrator Interview Schedule discussed, no action required. 11. New Business a. Resolution Establishing Police Reserve Recognition Program MOTION: made by Thomas, seconded by Lynch to approve Resolution 2013 -24 "Establishing a Corcoran Police Reserve Recognition Program" as presented. Council discussed. MOTION: made by Thomas, seconded by Lynch to table the motion to approve Resolution 2013- 24. Voting Aye: Guenthner, Asleson, Cossette, Lynch and Thomas. (Motion carried 5:0) Staff directed to prepare an employee recognition policy for all council, commissions and staff. 12. Review of Upcoming Council Meeting Agenda 06/13/13 Dust Control Public Hearing 06/13/13 Mobile Hope Soft Cost Discussion 06/13/13 Mike Patnode Planning project 06/27/13 MS4 Public Hearing City of Corcoran City Council Meeting Minutes May 23, 2013 - 7:00 PM 6a. MOTION: made by Thomas, seconded by Lynch to adjourn. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) Meeting adjourned at 9:07 pm Jeanie Heinecke — City Clerk Corcoran City Council TIF Workshop Minutes May 23, 2013 - 7:00 PM 6a. The Corcoran City Council met on May 23, 2013, at City Hall in Corcoran, Minnesota. Present were, Mayor Guenthner, Councilor Asleson, Councilor Cossette, and Councilor Lynch. Also present were City Administrator Donahue, City Engineer Torve, City Engineer VanderTop, and City Clerk Heinecke. 1. Call to Order Mayor Guenthner called the workshop to order at 6:00 pm. 2. Agenda Approval MOTION: made by Thomas, seconded by Asleson to approve the agenda as presented. Voting Aye: Guenthner, Asleson, Cossette, Lynch, Thomas (Motion carried 5:0) 3. TIF Project Discussion Council along with City Administrator Donahue, Tammy Omdal (Northland Securities), Kirsten Barsness, and City Engineer Torve discussed TIF project options. 1 2 3 $73,000 - $100,000 to reduce Infrastructure Planning fund (402) deficit balance $20,000 2030 Comprehensive Plan Design Guidelines Downtown /Commerce Street Area Sewer/Water Project Staff Direction: • Report of Available Administrative Di • Update Multi Year Financial Plan • Modify TIF Plan • Create Utility Fund • Draft Utility Policy • Draft Sewer and Water Ordinance • Draft Area Charge Estimate for SE area (06/13/13) • Spreadsheet identifying basic description and costs of 3 Downtown Sewer /Water projects J1 Council: qk • Can TIF be used to reduce Shannon Lane balance • Forecast budget impact of City Administrator change • Memo related to garbage hauling • Wenck to pursue refining option 4 of Trail Haven project • Maple Hill Community Center — Project Book and Contract memo • MS4 Public Hearing prep • Mike Patnode planning memo MOTION: made by Thomas, seconded by Lynch to adjourn. Voting Aye: Guenthner, Asleson, Cossette, Lynch, and Thomas. (Motion carried 5:0) Meeting adjourned at 6:58 pm Jeanie Heinecke — City Clerk W USE OF DEBIT CARD GUIDELINE In accordance with Minnesota Statute § 471.382, the City Council may authorize the use of a credit(debit) card by any city officer or employee otherwise authorized to make a purchase on behalf of the city. If a city officer or employee makes or directs a purchase by credit(debit) card that is not approved by the City Council, the officer or employee is personally liable for the amount of the purchase. A purchase by credit(debit) card must otherwise comply with all statutes, rules, or city policy applicableA&Lty purchases. Maintaining the Credit(Debit) Card: • The city clerk will maintain possession of the credit hall. • A separate account will be held at Farmers State balance until an approved purchase is made. i a safe place at city minimum required '1L Makinu Purchases: All credit(debit) card purchasing will adhere to the following process: • The department head will determine the need to purchase using the City credit(debit) card. • Purchases over $2,500 must have prior approval from the mayor /acting mayor. • The department head will request a purchase order number from the City Clerk/Treasurer for all product purchased with a credit(debit) card. • The department head will include the purchase on the next available city council meeting agenda --f` val. Approved June 13, 2013 and added to the City of Corcoran Financial Guidelines adopted February 9, 2012. City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -26 June 13, 2013 6c. Motion By: Seconded By: A RESOLUTION APPROVING CHARITABLE GAMBLING IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Charitable Gambling License is granted effective for the dates as indicated, to the following Licensee, provided appropriate application and insurance documents are submitted and satisfactory background check completed by the Corcoran Police Department. LICENSEE LICENSE LICENSE EFFECTIVE DATE St. Thomas The Apostle Charitable Gambling August 18, 2013 VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 13th day of June 2013. ATTEST: Jeanie Heinecke — City Clerk Kenneth Guenthner - Mayor Page 1 of 1 City Seal City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013 -25 June 13, 2013 M Motion By: Seconded By: A RESOLUTION RECOGNIZING THE CORCORAN POLICE FIREARMS SAFETY PROGRAM WHEREAS, the City Council of the City of Corcoran, Minnesota, does hereby find as follows: WHEREAS, the City of Corcoran supports the efforts of the 32nd Annual Corcoran Police Firearms Safety Program; and WHEREAS, the 2013 training team consisted of Officers Ryan Burns, Steve Warren, Duane Hochstetler, Jesse Olson, Lieutenant Hamilton, Police Clerk Paula Steelman and members of the Corcoran Police Reserves, Supervisor Pat Meister and Public Works Staff, Minnesota DNR Conservation Officer Tony Salzar, Community Volunteers Brent Anderson, Paul Schutte, Donald Finnvik, Dean Hochstetler, Mark Bauer, Dave Kramer, Eric Finnvik, Mike Nybo, Justin White, George Gmach, Lee Pauman, Dustin Hochstetler, Kris Larson WHEREAS, the following donors have made a contribution to the City of Corcoran to be utilized in support of the Corcoran Firearms Safety program; Corcoran Lions $500 Northwest Area Jaycees $500 Maple Grove Lions $750 Hanover Athletic Association $750 Farmers State Bank of Hamel $425 NOW THEREFORE BE IT RESOLVED, the City Council of the City of Corcoran acknowledges the outstanding efforts by the Fire Arms Safety Committee, and the generosity of all donors and graciously accepts the financial donations as listed above. VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron Whereupon, said Resolution is hereby declared adopted on this 13th day of June 2013. ATTEST: Kenneth Guenthner - Mayor Page 1 of 2 City of Corcoran County of Hennepin State of Minnesota Jeanie Heinecke — City Clerk RESOLUTION NO. 2013 -25 Page 2 of 2 June 13, 2013 City Seal m City of Corcoran County of Hennepin State of Minnesota RESOLUTION NO. 2013-27 MOTION BY MEMBER: SECONDED BY MEMBER: June 13, 2013 6e. A RESOLUTION APPROVING TOBACCO, BEER, AND LIQUOR LICENSES IN THE CITY OF CORCORAN, MINNESOTA BE IT RESOLVED, by the City Council of the City of Corcoran that the following Tobacco, Liquor, and 3.2 Malt Liquor Licenses are granted effective July 1, 2013, through June 30, 2014, to the following Establishments and Licensees provided appropriate payment, application, and insurance documents are submitted and the Building Inspector approves permanent establishments to insure there are no safety hazards. ESTABLISHMENT Stanchion Bar 10 -50 Club Mama G's Corcoran Bottle Shop Golden Acres Golf Course Shamrock Golf Course Corcoran Lion's Club LICENSEE Stanchion Bar, Inc. PJS Holding Company, LLC Mama G's Operations LLC JDT, Inc. of MN Pheasant Acres Golf Club LICENSES On -Sale Liquor Off -Sale Liquor Special "On -Sale Sunday" On -Sale Liquor Off -Sale Liquor Special "On -Sale Sunday" On -Sale Liquor Off -Sale Liquor Special "On -Sale Sunday" Tobacco Off -Sale Liquor Tobacco* On -Sale Liquor Special "On -Sale Sunday" Shamrock Golf Operations LLC On -Sale 3.2 Liquor Joe Andres On -Sale 3.2 Liquor Storman's Food & Fuel Norm Burling Tobacco City of Corcoran County of Hennepin State of Minnesota VOTING AYE ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron RESOLUTION NO. 2013-27 VOTING NAY ❑ Guenthner, Ken ❑ Asleson, Rich ❑ Cossette, Tom ❑ Lynch, Diane ❑ Thomas, Ron June 13, 2013 Whereupon, said Resolution is hereby declared adopted on this 13th day of June 2013. Kenneth Guenthner - Mayor ATTEST: City Seal Jeanie Heinecke — City Clerk 6e. STAFF REPORT / PUBLIC WORKS Agenda Item 6f. Council Meeting: Prepared By: June 13, 2013 Pat Meister Topic: Action Required: 2014 — 2015 Gravel Bids Council Authorization Summary: The current contracts for gravel and associated trucking expire in 2013. Public Works is seeking authorization to advertise for gravel and trucking bids for years 2014 and 2015. Advertising for bids will take place now to allow gravel providers to age the gravel for spring 2014 delivery. The current expectation is gravel needs for 2014 will remain the same as 2013 with a budget of $130,000. Recommendation- Authorize advertisement for Gravel and Truck bids for 2014 and 2015. FINANCIAL CLAIMS CHECK RANGE 20798 - 20854 Agenda Item 7 a -b. Council Meeting Date: 6/13/2013 Prepared By: jheinecke Agenda Item: 7a. FUND #500 Escrow Claims Paid to Amount Project name Wenck Associates 363.00 Schmids Hidden Valley 12 -016 Wenck Associates 7,745.80 Lennar Family Bldrs 12 -025 Total 8,108.80 Citi Street - Health Care Savings Total Fund #500 5/22/13 (See attached Check Detail Register) Agenda Item: 7b. ALL OTHER FINANCIAL CLAIMS Postalia - Postage (See attached Check Detail Register) 5/24/13 TOTAL AUTO DEDUCTIONS TOTAL EXPENDITURES FOR APPROVAL Auto Deductions / Electronic Fund Transfer / Other Disbursements Date Paid to Amount 5/20/13 PERA PR10 8,012.64 5/20/13 Citi Street - 457 Deferred Comp 2,897.00 5/20/13 Citi Street - Health Care Savings 1,541.88 5/22/13 US Bank - H S A 1,159.21 5/22/13 Postalia - Postage 350.00 5/24/13 MN Dept Rev -Fuel Tax 193.80 5/29/13 MN Dept Rev -2012 Sales Tax 345.03 5/30/13 Net Payroll PR 11 33,370.89 5/31/13 Payroll Taxes 12,939.71 5/31/13 Paychex Fee 260.54 5/31/13 PERA 8,512.49 5/31/13 Citi Street -457 Deferred Comp 1,606.20 5/31/13 Citi Street - Health Care Savings 2,923.15 6/2/13 US Bank - H S A 1,159.21 5/31/13 Blue Cross Blue Shield 7,725.00 6/5/13 The Hartford 355.95 6/5/13 MN Dept Rev -Fuel Tax 92.34 Total 83,445.04 * Total amount not reflected in Cash Balances Report $(122,006.49) $ 8,108.80 $ 215,625.99 $ 83,445.04 $ 307,179.83 H: \City Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Information \Council Claims\2013 Claims CITY OF CORCORAN CASH BALANCE REPORT JUNE 7, 2013 Cash Grand Total 5,367,538.63 3,366,568.46 CORCORAN, MN 06/07113 10:13 AM Page 1 *Check Detail Register© June 2013 E 100 - 41900 -300 Professional Srvs (GENERAL) $10,900.00 291 EXECUTIVE SEARCH Total BRIMEYER FURSMAN $10,900.00 .. . A ,. „ . -" .,. �....._ . , , "' " "' - e.,.... -... . -..., .. ,.- ....w. ......., -_..- Paid Chk# 020803 v ..... 6l13f2013 BURNS RYAN E201-42100-210 Operating Supplies (GENERAL) $52.94 051913 TRAINING SUPPLIES Total BURNS RYAN $52.94 Paid Chk# 0V1111 20804 6/1312013 CARLSON BUILDING SERVICES INC E 100- 41941 -400 Repairs & Maint Cont (GENERAL Check Amt Invoice Comment iLS00" lv'utl Total CARLSON BUILDING SERVICES INC 10100 Farmers State Bank Paid Chk# 020805 ...1 rw,. :..,. -- ..... Paid Chk# 020798 e, .: .. ....... 8/73%2018��� ACME TOOLS .. ... ... ,.,- ., w_.n- ... v_.m ,- ,..,... _.. ....._.- ., -.,,.. ..., ... .....,._. _... E 100 - 43100 -210 Operating Supplies (GENERAL) $74.81 1939812 SUPPLIES E100-43100-210 Operating Supplies (GENERAL) $31.55 1947566 SUPPLIES E100-43100-210 Operating Supplies (GENERAL) $30.78 1948011 SUPPLIES E 100- 43100 -210 Operating Supplies (GENERAL) ($31.55) 1948680 CREDIT Professional Srvs (GENERAL) Total ACME TOOLS $105.59 TOOMEY E 411- 43100 -304 M,- , -.,-. Paid Chk# 020799 ...- 6!13/2013 � ASS URANT EMPLOYEE BENEFITS . -_ .., ... .� . .. -... .. , m._ .. _.. .._.... ,.. _ ..m. E 100 - 41920 -131 Employer Paid Health $11.43 060113 INSURANCE PREMIUM E 100 - 43100 -131 Employer Paid Health $76.14 060113 Insurance Premium E 100 - 42102 -131 Employer Paid Health $12.74 060113 Insurance Premium E 100 - 41400 -131 Employer Paid Health $35.25 060113 Insurance Premium E 100 - 41300 -131 Employer Paid Health $32.72 060113 Insurance Premium E 100 - 42100 -131 Employer Paid Health $166.38 060113 Insurance Premium E 100- 43100 -131 Employer Paid Health $1152 060113 INSURANCE PREMIUM Total ASSURANT EMPLOYEE BENEFITS $348.18 .. aid Chk# 020800 P00 6/13/2013 BARSNESS KIRSTIN E 401 - 41900 -300 Professional Srvs (GENERAL) $1,968.75 174 TIF ASSISTANCE Total BARSNESS KIRSTIN $1,968.75 . _ .. _ Paid Chk# 020801 6/1 � BEAUDRY OIL COMPANY - - 3/2013 - .._ �,. -. ... � _. .. .. -.. .- m -..,. .,._. - ..,..- E 100 - 42100 -212 Motor Fuels $1,143.01 783050 SQUAD FUEL Total BEAUDRY OIL COMPANY $1,143.01 Paid Chk #020802� 8%13 %2013- BRIMEYER FURSMAN E 100 - 41900 -300 Professional Srvs (GENERAL) $10,900.00 291 EXECUTIVE SEARCH Total BRIMEYER FURSMAN $10,900.00 .. . A ,. „ . -" .,. �....._ . , , "' " "' - e.,.... -... . -..., .. ,.- ....w. ......., -_..- Paid Chk# 020803 v ..... 6l13f2013 BURNS RYAN E201-42100-210 Operating Supplies (GENERAL) $52.94 051913 TRAINING SUPPLIES Total BURNS RYAN $52.94 Paid Chk# 0V1111 20804 6/1312013 CARLSON BUILDING SERVICES INC E 100- 41941 -400 Repairs & Maint Cont (GENERAL $380.48 44580 MONTHLY CLEANING Total CARLSON BUILDING SERVICES INC $380.48 Paid Chk# 020805 6/13/2013 CARSON, CLELLAND &SCHREDER n E 100 - 41600 -300 Professional Srvs (GENERAL) $1,003.34 053113 CIVIL -LEGAL E 100 - 41600 -300 Professional Srvs (GENERAL) $93.33 053113 MAPLE HILLS CC E 100 - 41600 -300 Professional Srvs (GENERAL) $140.00 053113 FIRE SERVICES E 100 - 42100 -304 Legal Fees $2,519.27 053113 CRIMINAL -LEGAL E 100 - 41600 -300 Professional Srvs (GENERAL) $490.00 053113 TOOMEY E 411- 43100 -304 Legal Fees $70.00 053113 LEGAL Total CARSON, CLELLAND & SCHREDER $4,315.94 Paid Chk# 020808 6%13%2013 CDW GOVERNMENT �� _- -� � CORCORAN,MN 06/07/1310:13 AM Page 2 *Check Detail Register@ June 2013 Check Amt Invoice Comment . . . . . . . . . . . . . . . . . . E 100-41951-207 Computer Supplies $80,66 CK33583 BATTERY Total CDW GOVERNMENT $80.66 ,P-aid--C,-h"k,#-",O"2-0-8"0-7 -----6/13/2013 "' ... '------",-C",EllN-T-IUI'-,R",Y--L"I--N--KI E 100-45200-321 Telephone $54.03 052113 LAND LINE E 100-41951-520 Total CENTURY LINK $54.03 0603607IN MTG ROOM UPGRADE Paid Chk# 020808 ,7 6/13/2013 kfX§ - 41 $7,174.61 E 100-42100-223 Building Repair Supplies $27.53 470242047 FLOOR MATS E 100-41941-210 Operating Supplies (GENERAL) $35.69 470242048 City Hall Scraper Mat E 100-43100-417 Uniforms $90.84 470242049 PW Uniforms E 100-42100-223 Building Repair Supplies $27.53 470245307 FLOOR MATS E 100-41941-210 Operating Supplies (GENERAL) $35.69 470245308 City Hall Scraper Mat E 100-43100-210 Operating Supplies (GENERAL) $72.86 470245309 PW Towels E 100-42100-223 Building Repair Supplies $27,53 470248499 FLOOR MATS E 100-41941-210 Operating Supplies (GENERAL) $127,95 470248500 City Hall Scraper Mat E 100-43100-417 Uniforms $81.65 470248501 PW Uniforms E 100-43100-417 Uniforms $81.65 470254310 PW Uniforms Total CINTAS .470 $608,92 Paid Chk# 020809 6/13/2013 COMCAST- 902943336 E 100-42100-321 Telephone $118.05 25356483 LAND LINE E 100-41941-321 Telephone $118.05 25356483 LAND LINE E 100-43100-321 Telephone $118.05 25356483 LAND LINE Total COMCAST- 902943336 $354.15 P�'bhl�i ... �iioii" e6kPXWY E 100-43100-233 Asphalt Maint/Patching ($20.10) NF3196 PAYMENT DISCOUNT E 100-43100-233 Asphalt Maint/Patching $1,180.67 NF3196 DURA DRIVE (42A) — --- Total COMMERCIAL ASPHALT COMPANY V, , 160.57 6/13/2013 , , " - -'-' P'LiNk" MANAGEMENT dk' " -, , , " , , ", , " " -- ", -", - --- -- .. .... . ........ .. ...... . . Paid Chk# 020811 E 100-41400-208 Training and Instruction $1,050.00 RT6478MN LASERFICHE TRAINING Total COMPULINK MANAGEMENT CTR $1,050.00 E 100-41951-520 Buildings and Structures $2,000.00 0603607IN MTG ROOM UPGRADE-JC DONATION E 100-41951-520 Buildings and Structures $5,174.61 0603607IN MTG ROOM UPGRADE Total COMPVIEW $7,174.61 Paid'Clkki 020813 .... 61'3i2013 CONCEPT FINANCIAL GROUP -` E 100-43100-232 Gravel $16,923.99 6620 GRAVEL TRUCKING E 100-43100-232 Gravel $12,639.27 6628 GRAVEL TRUCKING E 100-43100-232 Gravel $5,993.52 6742 GRAVEL TRUCKING Total CONCEPT FINANCIAL GROUP $35,5-56.78 Paid Chk# 020814 6/13/2013 CROP PRODUCTION SERVICES E 100-41941-210 Operating Supplies (GENERAL) $716.06 222241 FERTILIZER E 100-45200-221 Maintenance Projects $2,725.36 222241 FERTILIZER CORCORAN, MN 06/07/1310:13 AM Page 3 *Check Detail Register© June 2013 Check Amt Invoice Comment Total CROP PRODUCTION SERVICES $3,441.42 Paid Chk # 020815 6/13/2013 EBERT CONSTRUCTION E 411- 43100 -300 Professional Srvs (GENERAL) $11,684.28 PAY 6 CM PAY #6 Total EBERT CONSTRUCTION $11,684.28 ....m „m,.rv._ Paid Chk# 020816' M., . ..... e... .. -. _ ��6/13%2013 ELNhCREEK�WATERSHED MGMT COMM E 100 - 41900 -433 Dues and Memberships $6,614.06 169 -2 2ND HALF 2013 DUES al ELM CREEK WATERSHED MGMT COMM $6,614.06 Paid Chk# 020817 6/13/2013 EMBEDDED SYSTEMS, INC. E 100 - 42100 -380 Utility & Services (GENERAL) $753.12 33212 EMERGENCY SIREN MAINTENANCE FEE Total EMBEDDED SYSTEMS, INC. $753.12 Paid 1S-.-' M .... F .. . ....... - .... _ .. ....,. ,......_.. - _ ... „._ . __. E 100 - 43100 -232 Gravel $65,877.85 27198 CLASS 5 $240.89 Total FEHN COMPANIES $65,877.85 Paid Chk# 020819' 6/13/2013 'FEHNCOMPANIES $240,89 E 411 - 43100 -530 Improvements Other Than Bldgs $17,971.72 CPW #1 EARTHWORK Total FEHN COMPANIES $17,971.72 ...,...„ .. Paid Chk# 020820 ._ . 6/13%2013 � GAMETIME ...,...,�.. .re , . -.._. .,,.....,_. _ .._ ..... . ,,... __.... ._,._..,. -. .... ..- ..._w E 100 - 45200 -221 Maintenance Projects $1,914.37 820643 PLAYCURB Total GAMETIME $1,914.37 Pald Chk# 020821 6/13/2013 GORMLEY, SEAN E 100 - 42100 -321 Telephone $240.89 0513 CELL PHONE REIMBURSEMENT Total GORMLEY, SEAN $240,89 Paid Chk# 020822 � 6/13/2013' HAMEL FIRE DEPARTMENT ... ,_ ,...... .... . ...... ,..,,aa .e , .,.,_.. ..._ .,..e .... ,.. .n E 100 - 42200 -300 Professional Srvs (GENERAL) $5,651.25 060313 FINAL FIRE SERVICE 2013 Total HAMEL FIRE DEPARTMENT $5,651.25 - .. Paid Chk# 020823 6/13/2013 'HEINECKE, JEANIE � E 100- 41941 -210 Operating Supplies (GENERAL) $39.55 0513 MILEAGE E 100 - 41941 -210 Operating Supplies (GENERAL) $219.19 0513 ADMINISTRATOR SEARCH Total HEINECKE, JEANIE $258.74 . e .... -., Paid Chk# 020824 _. .. 6/13/2013 HENN CO SHERIFF -MC129 ... -.. -.. .. ..._,_. ..- _ ... ... ..... ... .. .. . .._.. E 100- 42100 -301 Prisoner $75.00 1000031160 PRISONER FEE E 100 - 42100 -323 Radio Units $48.09 1000031274 RADIO UNIT TECH SUPPORT Total HENN CO SHERIFF -MC129 $123.09 ...- ....., Paid Chk# 020825 6!1312013 HENNEPIN CO�TREASURER „„,.,...,,.. ._.. .... � � �� _ ....... _ .... ,....... ,..- _._. E411-43100-510 Land $304.97 181192313000 PROPERTY TAX Total HENNEPIN CO TREASURER $304.97 -.�,. ._. .-,... .. .. M ....., .. ,m..... Paid Chk# 020826- "6113/2013 HOLIDAY STATION STORES _ -- - CORCORAN, MN 06/07/1310: 13 AM Page 4 *Check Detail Register© June 2013 Check Amt Invoice Comment +. azv+ l:. tU�sw `tmxixa�2vki.SUiWaMtn,"M,P,?di E 100 - 42100 -220 Repair /Maint Supply (GENERAL) $64.37 3401061302 PRE PAID CAR WASH Total HOLIDAY STATION STORES $64.37 .,..:,.,� ,.......,. ....,,., ,.. .. - ._. .., .. . .... ..,� -. . .., ,.., _- ,..,., ... .,_. _, -_., a ... ... ... .. .. .__. _,. Paid Chk# 020827' -" 6%13%2013µ'� JOHN DEERE LANDSCAPES E 100 - 45200 -221 Maintenance Projects $705.95 64804789 VALVE & WIRE LOCATOR REPLC Total JOHN DEERE LANDSCAPES $705.95 „� ,.r 0828 ,..._, . - .. ..- _.- _. .. ...- _... Pald'Chk# 02 6/13/2013 KDV LTD ' E 100 - 41540 -300 Professional Srvs (GENERAL) $490.00 173081 UTILITY FUND SETUP Total KDV LTD $490.00 ...,,."...... .. "..._ ... .._. _. .- - ..... ...... ...... - ...�....,_ Paid Chk# 020829 6/13/2013 KJELLBERGS CARPET &INT E 100- 41941 -520 Buildings and Structures $1,395.00 46604 CONF ROOM CARPET Total KJELLBERGS CARPET & INT $1,395.00 . .. ,. -.M Paid Chk# 020830 ,e ... .. .. .. ..... 6/13/2013 LOFFLER .. ..... nu. ..... -,._. ...... .,,._._....... ..,. ,,. -, ,..,. ,,..... .. ... ... .... E 100 - 41951 -300 Professional Srvs (GENERAL) $300.00 1578709 MANAGED SERVICES E 100 - 41951 -300 Professional Srvs (GENERAL) $86.25 CW21562 AD REPAIR E 411 - 43100 -210 Total LOFFLER $386.25 56702 PW CO RD 19 Paid Chk# 020831 6/13/2013 MCFOA $32.09 56715 BURSCHVILLE SCHOOL E 100 - 41400 -433 Dues and Memberships $35.00 MCMC APP MCMC APPLICATION FEE Total MCFOA $35.00 Paid Chk# 020832n ' .,.... ENA MAPL M RDS .,. E G .. RO - VE E ..,.... -- 6/13/2013 ..,.. .. .. .. .� . .. ...... .... ... .. .. ... . -� -_ .... -. ..�,._ E100-43100-210 Operating Supplies (GENERAL) $22.21 17125 SUPPLIES E 100 - 43100 -210 Operating Supplies (GENERAL) $34.14 17216 SUPPLIES E204-42100-210 Operating Supplies (GENERAL) $113.77 17726 FAS RANGE SUPPLIES E 100 - 43100 -210 Operating Supplies (GENERAL) $8.51 17755 SUPPLIES Total MENARDS MAPLE GROVE $178.63 Paid Chk# 020833 6/1312013 MIMBACH FLEET SUPPLY INC E 100 - 45200 -221 Maintenance Projects $700.00 82215 SUPPLIES E 100- 43100 -210 Operating Supplies (GENERAL) $60.89 82321 SUPPLIES Total MIMBACH FLEET SUPPLY INC $760.89 Paid Chk# 020834 6%13%2013 MINI�BIFF, LLC'� � E 100- 45200 -210 Operating Supplies (GENERAL) $188.18 56386 Portable Biffs -City Park West E 100- 45200 -210 Operating Supplies (GENERAL) $52.84 56422 Portable Biffs -Lions Field E 100 - 45200 -210 Operating Supplies (GENERAL) $52.84 56423 Portable Biffs- Meister /Schneid E 411 - 43100 -210 Operating Supplies (GENERAL) $32.38 56702 PW CO RD 19 E 100 - 41941 -810 Refunds /Reimbursements $32.09 56715 BURSCHVILLE SCHOOL Total MINI BIFF, LLC $358.33 Paid Chk# 020835 ' '6%13/2013 ' MINNESOTA DEPT OF HEALTH E 100- 41941 -210 Operating Supplies (GENERAL) $35.00 12162 -13 STATE HOSPITALITY FEE Total MINNESOTA DEPT OF HEALTH $35.00 d i a .. ... ,, m. ,. . -.. . -. -..... ... .. ._ ..... ..._. _.,.. ._..M Pad Chk# 0 20836 ' ��6 %13/2013' �� MORRIS�ELECTRONICS CORCORAN, MN 06107/13 10:13 AM Page 5 *Check Detail Register© June 2013 E 100 - 41951 -300 Professional Srvs (GENERAL) $455.00 20122370 UPDATE VLAN TO MN BCA E 100 - 41951 -300 Professional Srvs (GENERAL) $70.00 20122446 UPDATE VLAN TO MN BCA Total MORRIS ELECTRONICS $525.00 Paid Chk # 020837 6%13%2013 "M- R'SIGN COINC E 100 - 43100 -226 Sign Repair Materials $102.98 176257 SIGN REPAIR Total M -R SIGN CO INC $102.98 Paid Chk# 020838 " '6/1'3!2013 —" NA'PA AUTO PARTS CORCORAN E 100 - 43100 -210 Operating Supplies (GENERAL) $2.45 894082 SPARK PLUG E 100 - 43100 -210 Operating Supplies (GENERAL) $3.83 894094 SPARK PLUG E 100 - 43100 -210 Operating Supplies (GENERAL) $89.78 894472 BATTERY E 100 - 43100 -210 Operating Supplies (GENERAL) $105.55 894895 BATTERY E 100- 43100 -210 Operating Supplies (GENERAL) $148.76 895500 BRAKE CONTROLLER Total NAPA AUTO PARTS - CORCORAN $350.37 ' . „W0, ...... Paid Chk #'020839 _. 6%'13/2013 " NORTH MEMORIAL EMS EDUCATION ...... .,r .�- .. ,..,. .._ .... ,.,- ._.., E 100 - 42100 -209 Police Reserves $362.50 4641 FIRST RESPONDER CLASS Total NORTH MEMORIAL EMS EDUCATION $362.50 ERICKSON ENTERPRISES INC $4,257.60 Paid Chk# 020840 6!1'3 /2013 RANDYS SANITATION E 100 - 45200 -380 Utility & Services (GENERAL) $180.20 051713 PARKS GARBAGE E 100- 43100 -210 Operating Supplies (GENERAL) $139.55 051713 PUBLIC WORKS GARBAGE E 100 - 43232 -300 Professional Srvs (GENERAL) $5,493.05 051713 MONTHLY RECYCLING E 100 - 41941 -380 Utility & Services (GENERAL) $186.50 051713 CITY HALL GARBAGE $17.51 Total RANDYS SANITATION $5,999.30 SERVICE Paid Chk# 020841" ' 6%13%2013 ' 'ROLE ERICKSON ENTERPRISES INC ' E 100 - 41550 -210 Operating Supplies (GENERAL) $150.60 052813 FORMS AND SUPPLIES E 100 - 41550 -300 Professional Srvs (GENERAL) $4,107.00 052813 MONTHLY ASSESSING FEE Total ROLF ERICKSON ENTERPRISES INC $4,257.60 Paid Chk #'020842 6/t 3/2013 "SCHARBER &SONS E 100 - 43100 -220 Repair /Maint Supply (GENERAL) $739.45 P17329 BATTERIES 722 D GRADER Total SCHARBER & SONS $739.45 .�..�..:, ._.,.., �, .arm... ., e ._ _.., .,.a.d ... .... ... �.. _ .. .. ... .. .... .. . _........�._ Paid Chk# 020843 6/13/2013 SPRINT E 100 - 42100 -321 Telephone $245.85 391283315138 CELL SERVICE E 100 - 43100 -321 Telephone $190.12 391283315138 CELL SERVICE E 100 - 41300 -210 Operating Supplies (GENERAL) $17.51 391283315138 CELL SERVICE E100-41920-210 Operating Supplies (GENERAL) $17.51 391283315138 CELL SERVICE Total SPRINT $470.99 Paid" ,r.,. Paid Chk# 020844 "STREICHER S POLICE EQUIPMENT E 100 - 42100 -209 Police Reserves $95.65 11020760 BADGE E 100- 42100 -209 Police Reserves $26.99 11020941 BADGE E 100 - 42100 -209 Police Reserves $49.95 11021910 RAIN GEAR Total STREICHER S POLICE EQUIPMENT $172.59 E 100 - 41941 -352 E 100 - 41941 -352 E 100 - 41941 -352 E 100 - 41941 -352 E 100 -41941 -352 E 100- 41941 -352 E 100 -41941 -352 Tot CORCORAN, MN *Check Detail Register© General Notices and Pub Info General Notices and Pub Info General Notices and Pub Info General Notices and Pub Info General Notices and Pub Info General Notices and Pub Info General Notices and Pub Info 31 SUN PRESS & NEWSPAPERS _.. Paid Chk # 020846" 6/13/2013 SURPLUS SERVICES June 2013 $85.83 1423187 PUBLIC WORKS EQ OP $176.69 1423916 PUBLIC WORKS EQ OP $90.86 1425685 PUBLIC WORKS EQ OP $59.95 1439675 ORD 2012 -268 $59.95 1440252 LAND EQUIPMENT PH $53.96 1440253 FUNFAR PH $53.96 1440254 SWPPP PH $581.20 � _.r -� ............... ,..._.,. _.., _ w ... .. . . ........ .. _ ... -a - -. ..., _..,......... 06107/13 10:13 AM Page 6 E 411 - 43100 -570 Office Equip and Furnishings $360.00 20034595 TABLE /CHAIRS COUNCIL MEETING /ADMIN Total SURPLUS SERVICES $360.00 $363.00 .....,.�. Paid Chk# 020847 � ' 6%13/2013 � � TEAMSTER LOCAL 320 .. -. .,. _...... ..... <. . . .. .__._.. .._. - -.. _..... _,. G 100 -21707 Union Dues $286.20 0613 UNION DUES/TLDF Professional Srvs (GENERAL) Total TEAMSTER LOCAL 320 $286.20 STORMWATER/WCA ..,...,,.,. ..., Paid Chk# 020848 6/13/2013 TERMINAL SUPPLY CO � _.r -� ............... ,..._.,. _.., _ w ... .. . . ........ .. _ ... -a - -. ..., _..,......... E 100 - 43100 -210 Operating Supplies (GENERAL) $201.78 33015 SUPPLIES/TOOLS E 100 - 43100 -210 Operating Supplies (GENERAL) $130.40 3301501 SUPPLIESITOOLS $7,643.30 Total TERMINAL SUPPLY CO $332.18 E 411 - 43100 -300 .,,, ..a Paid Chk# 020849 ' „ - -. ��6/13/2013 US�BANKCORP�EQUIPMENT FINANCE _ '" A,_ . -. _. .... .— .., . _. .,,. -,. E 100 -42100 -200 Office Supplies (GENERAL) $119.39 229726310 COPIER .otal US BANKCORP EQUIPMENT FINANCE $119.39 Total WENCK ASSOCIATES, INC. Paid Chk# 020850 6/13/2013 - VEIT DISPOSAL SYSTEMS - E 100 - 43232 -300 Professional Srvs (GENERAL) $1,503.81 408729 CLEAN UP DAY E 100 - 43100 -210 Total VEIT DISPOSAL SYSTEMS $1,503.81 701331 .,....o,.. , „, Paid Chk# 020851 � ��6/13%2013 ' �VERRON WIRELESS ,�,. ... .....q . .. ..... .... .... ... _... _ .,, .....,.... . ,......... _.. ,_- ... E 100 - 42100 -321 Telephone $52.67 9704861819 CELL SERVICE Total VERIZON WIRELESS $52.67 Paid Chk# 020852 6/13'%2013 - N%ENCK ASSOCIATES, INC E 100 - 43170 -300 Professional Srvs (GENERAL) $242.00 1301724 COUNCIL MEETING /ADMIN G 500 -20294 Schmids Hidden Valley 2nd 12 -0 $363.00 1301724 ENGINEERING E 100 - 43170 -300 Professional Srvs (GENERAL) $1,147.50 1301724 PAVEMENT MGMT /CIP E 100- 43170 -300 Professional Srvs (GENERAL) $174.50 1301724 STORMWATER/WCA E 100 - 43170 -300 Professional Srvs (GENERAL) $1,150.50 1301724 GENERAL E 100 - 43170 -300 Professional Srvs (GENERAL) $150.00 1301724 MNDOT STATE AID E 401 - 41900 -300 Professional Srvs (GENERAL) $7,643.30 1301725 S/W PLANNING E 411 - 43100 -300 Professional Srvs (GENERAL) $3,527.80 1301726 ENGINEERING G 500 -20300 Lennar Family of Builders $7,745.80 1301728 ENGINEERING Total WENCK ASSOCIATES, INC. $22,144.40 ,W..� ., ., ..f, Paid Chk# 020853 '� 6/13!2013 �� 1NESTSIDE WHOLESALE TIRE ...- .._ ._. ..- ._. E 100 - 43100 -210 Operating Supplies (GENERAL) $173.92 701331 TIRES - PACKER CORCORAN, MN 06/07/1310:13 AM Page 7 *Check Detail Register© June 2013 Check Amt Invoice Comment �tlp:wlhc'!l"vt�,'2u1` Oyu, 5` it'u?+V"°""5;31AAaV4;a1.`7?tz `...vk.3,tillu�lA�d'ltua bin;;, 1," il1n` a- 411hA, 4? ik?:, i�?: diiia .,aYS°x"r,"b,aSU}�?."-i,.iT U�lwnlo�l.,. aidSti'ItAM1%'15i{.u,acvl}}e h. ',nvae.o«R E100-43100-210 Operating Supplies (GENERAL) $44.95 702110 TIRE REPAIR Total WESTSIDE WHOLESALE TIRE $218.87 .r. - .. ., , -_ .. - _,,., , -... -..... . -_.... . -... - . , ... _.. Paid Chk# 020854 6/13/2013 2:EP�SALES &SERVICE E 100 - 41941 -210 Operating Supplies (GENERAL) $230.14 9000282506 SUPPLIES E100-41941-210 Operating. Supplies (GENERAL) $425.36 9000285241 SUPPLIES Total ZEP SALES & SERVICE $655.50 10100 Farmers State Bank $223,734.79 Fund Summary 10100 Farmers State Bank 100 GENERAL FUND $171,896.08 201 RESERVES DONATION FUND $52.94 204 FIREARMS SAFETY $113.77 401 TAX INCREMENT FINANCING $9,612.05 411 PUBLIC WORKS FACILITY $33,951.15 500 ESCROW HOLDING FUND $8,108.80 $223,734.79 City of Corcoran Consultant Summary 6/13/2013 Name Invoice Date Check # Amount Due Kirstin Barsness 05/25/13 20800 1,968.75 Brime er Fursman 05/27/13 20802 10,900.00 Carson, Clelland & Schreder 05/31/13 20805 4,315.94 KDV Ltd 05/31/13 20828 490.00 Rolf Erickson Enterprises Inc 05/28/13 20841 4,257.60 Wenck Associates Inc 06/05/13 20852 22,144.40 Total 1 44,076.69 HACity Hall Information \CITY GOVERNMENT \Council, Commissions & Committees \Council Inform ation \Council Claims \2013 Claims Make Checks Payable for HOURS RATE INVOICE Kirstin Barsness 3.5 24438 Imperial Court 612.50 Forest Lake, MN 55025 macron #174 175.00 Date: May 25, 2013 To: For: Dan Donahue 393.75 City of Corcoran Phase II TIF Assistance - May DESCRIPTION HOURS RATE AMOUNT 4 -29 Meetin0/Travel with Staff and Northland 3.5 175.00 612.50 4/30 -5/1 Develop Initial GantaCce rdinate with Wenck & Northland 2 175.00 350.00 5/23 City Council Workshop travel and attendance 215 175.00 393.75 6/4 Coordinate reviaad Gantt/ complete table 1.5 175.00 262.50 6/5 memo on TIF Admin balance and recommendations 1 175.00 175.00 6/6 Spreadsheet on TIF Balanace and downtown options /Revise Admin memo 1 175.00 175.00 TOTAL 1,968.75 mrmm- 1i t ,iF n<ati�•b�t � at It �t c,i g.. z,.�i Total $10,900.00'+ CARSON, CLELLAND & SCHREDER Attorneys at Law 6300 SHINGLE CREEK PARKWAY STE 305 MINNEAPOLIS, MN 55430 -2190 (763)- 561 -2800 May 31, 2013 CITY OF CORCORAN 8200 CO RD 116 CORCORAN, MN 55340 Professional Services Amount ..Civil 5/6/2013 Review questions from Jeanie and Dan regarding admin finalists; correspondence to both 70.00 5/9/2013 Prepare for meeting; review Notice of Claim (Orduno); correspondence to Sean; research 186.67 and correspondence with Dan Attend meeting 420.00 5/15/2013 Conference with mayor regarding Maple Hills issues and payments by City; conference with 186.67 Jeanie regarding 19410 Hackamore and review file; forward information regarding payment information 5/21/2013 Review agenda and conference with Dan Donahue 70.00 Review agenda with Jeanie and Dan; conference regarding miscellaneous items 70.00 SUBTOTAL: [ 1,003.341 .Fire Department 4/29/2013 Review contract for remainder of 2013; revisions; forward to all for review 70.00 4/30/2013 Review and revise fire contract and correspondence to Steve and Brad 70.00 SUBTOTAL: [ 140.00] .Maple Hill Estates 5/13/2013 Prepare for meeting of 5/14/13 93.33 SUBTOTAL: [ 93.33] .Public Works - Roehlkej 5/13/2013 Review file for deed to City; forward to Jeanie; confirm with Land Title documents for 70.00 recording SUBTOTAL: [ 70.00] CITY OF CORCORAN Page Amount .Toomey /19400 Cty. Rd. 10 5/7/2013 Review file and conference with Mike Pritchard 70.00 5/9/2013 Review file for closed meeting; call to attorney and mayor; conference with Mike Pritchard 233.33 5/15/2013 Review notes and prepare correspondence to Attorney Trautman 140.00 5/21/2013 Review file and correspondence to city council 46.67 SUBTOTAL: [ 490.001 Criminal 4/30/2013 Correspondence with Court Administration, defense attorneys, victims; review discovery; 47.50 outline motion arguments; review files in preparation for 5/1/13 calendar Attend Arraignment, Pretrial calendar and Probation Violation hearings 31.67 5/1/2013 Attend In Custody, Arraignment , Pretrial and motion hearing calendar 47.50 5/2/2013 Correspondence with defense attorneys, witnesses; prepare disposition letter; review files; 47.50 correspondence to victims; select witnesses for jury trials; note files; instructions to legal assistant 5/7/2013 Attend Arraignment, Pretrial and In Custody calendar 31.67 Preparation of one complaint 40.00 5/9/2013 Review agenda for regular meeting; review miscellaneous files 93.33 5/10/2013 Email correspondence with Bureau of Criminal Apprehension regarding Defendant 47.50 Kettenacker 5/13/2013 Correspondence with defense attorneys, defendants, victims; review motion documents; 47.50 review brief; research warrant exceptions caselaw; draft/edit response brief and note files Research case law regarding DWI committed on own property and officers ability to enter 95.00 onto private property 5/14/2013 Correspondence with defense attorneys, defendants, and victims; prepare disposition letters; 71.25 note files, select witnesses for jury trial; review discovery; read and review files in preparation for 5115/13 calendar Meet with Dan Donahue regarding Maple Hills Estate project 280.00 Telephone call with defense attorney and telephone call with Judge's clerk regarding 5/16/13 95.00 hearing 5/15/2013 Prepare for and attendance at Arraignment, Pretrial and In Custody calendar 47.50 Corcoran vs. Kettenacker: Telephone call with defense attorney; telephone call with judge's 31.67 clerk 5/1612013 Corcoran vs. Kettanacker: Conference call with defense attorney and Judge 31.67 Email correspondence offers to Court Administration regarding cases tracking with felonies 47.50 5/17/2013 Review and respond to voice mails regarding criminal cases 23.75 5/20/2013 Select witnesses for upcoming cases 31.67 Prepare for jury trials; review and note files; review discovery and instructions to legal 47.50 assistant 5/21/2013 Correspondence with defense attorneys, victims, defendants, probation and Court 95.00 Administration; review discovery; note files; draft and edit brief to motion to suppress; review files in preparation for 5/22/13 calendar; research warrant exceptions caselaw and note files 5/22/2013 Attend Arraignment, Pretrial and In Custody calendar 47.50 5/23/2013 Correspondence with defense attorneys, defendants, victims; selected witnesses for jury 47.50 trials; review discovery; prepare disposition letters; additional correspondence to victims; memorandums to the files and instructions to legal assistant Review McNeely memorandums 47.50 CITY OF CORCORAN 5/24/2013 Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period Open criminal files, preparation of criminal complaints; preparation of cases for court calendars, including court and jury trials; contact and notice to witnesses for trial testimony, prepare outgoing discovery requests, complete incoming discovery requests for monthly period SUBTOTAL: For professional services rendered Client Expense Charges : Criminal Expenses: Westlaw charges for April Monthly support fee Special prosecution services for Corc v. Segelstrom Brief printing costs regarding Koppi SUBTOTAL: Total Client Expense Charges Total amount of this bill Previous balance 5/31,2013 Payment - thank you Total payments and adjustments Balance due Page 3 Amount 78.75 183.75 40.83 1,777.51] $3,574.18 425.49 14.43 44.00 257.84 741.76] $741.76 $4,315.94 $8,403.02 ($8,403.02 } ($8,403.02) $4,315.94 I hereby declare under the penalties of perjury that the foregoing statement for legal services is just and correct and that no part thereof has been paid. CITY OF CORCORAN Je A. Carson, City Attorney ME Expert advice. When you need. it."' City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Invoice No. 173081 Date 0513112013 Client No. 10760 Please remit stub with payment Consulting Services Provided by Joe Rigdon 05/09/13 to 05/16/13 (see attached detail) 490.00 New Charges $ 490.00 Prior Balance 0.00 Total Balance Due $ 490 00 120 Balance ).00 490.00 Thank you for your business! KDV, Ltd PO Box 1304 St Cloud, MN 56302 Phone: 320 - 251 -7010 Fax: 320 - 251 -1784 For your convenience: We accept Master Card, Visa, American Express and Discover. Call us to process. 1 % monthly finance charge added to balances over 60 days. r E E M vv � 2 @yam � C N d C N d 8U s � Q O U � U � 0 yy C C YLLU N d y_ N N � N � d O N N N ` N G E v y ui = r m m uiuV y m N > y N O L N {p � N U N =q N p O Y Q9 L E na `v E 0000 0000 0000 N r N r s O O .0 N U Ui y @N y oa 00 a0 m r N N M M M M M M A`nmm mio 000� o.- oaoo 00 m N N N M M 000. 0 N N O O 8 O 8 O O O O O O O O O c � m � M M O ONO N' O 0J0 V OJ�� V N O O S 00 00000 0 00 00000 0 `v O MM oo�n o�n a M M M M M M A`nmm mio 000� o.- oaoo 00 m N N N M M 000. 0 N N O O STATEMENT 28 -May -13 ROLF ERICKSON ENTERPRISES, INC. SOUTWEST ASSESSING P 0 BOX 47841 PLYMOUTH, MN 55447 CITY OF CORCORAN 8200 Co. Rd. 116 CORCORAN, MN 55340 MAY 2013 ASSESSING FEE COUNTY DATA FEE $4,107.00 $14.19 MARSHALL COST GUIDE UPDATE $136.41 TOTAL $4,257.60 ,4 enck Engineers ® Scientists Business Professionals June 5, 2013 Mr. Dan Donahue City Administrator City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Dear Dan: Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479-4200 Pax(763)479 -4242 wenckmp @wenck.com www.wenck.com Enclosed are our invoices for April 2013. Unbilled time for council meetings, travel, etc. totaled 8 hours last month. Project work involved the Lennar Feasibility Study and Public Works bid result meetings. Unbilled hours include meeting time over an hour, travel time, and mileage costs. If you have any questions as you review these invoices, please feel free to contact me. Sincerely, WENCK ASSOCIATES INC. Kent Torve, P.E. Principal TA2294- CoreoranVuvolee6 and Budget Tracker ete@013V ,r l 2013 Acul2013 im oioe Dove, Iever. rr, City of Corcoran April 13 Invoices '... { y � 1 l QS.I 11 \t U�Ytl11t 14g1h 41)y}1i 3���11 \l� \ \1J \ \li�l -`"V\ U {11 41 \ \\ �pp\1yy1yy\(()`�Z, \i \a{tll ��i1,U \�Y \ \ \�\V }hVal \l Y4lYll \ \i tl` \ � NO Invoice # Wenck Phase # Project name Amount Total project # 1301724 2294 -01 ! General Engineering Services': 500 -01 General $1,150.50 500 -02 Council Meetings and Engineering Administrative $242.00 600 -01 StonnwateriWCA General Tasks $174.50 700 -01 MnDOT State Aid $150.00 700 -05 Pavement Management and CIP $1,147.50 800 -10 Schmids Hidden Valley $363.00 Subtotal $3,227.50 1301725 2294 -10 Sewer and Water Planning I1 Easements and Utilities $302.00 14 MCES Forcemain Construction $302.00 16 2013 Project Engineering, Planning $7,039.30 Subtotal $7,643.30 1301726 2294 -13 Public Mocks Building 16 Roehlke Property County Road 19 $423.50 18 Preconstruction Engineering & Permitting $1,632.30 20 2013 Construction Survey $685.00 21 Hazardous Material Survey $787.00 Subtotal $3 527.80 City Projects Total $14,398.60 ti A ht i\yg , Invoice # 1111 1 1, v \l: Wenck project # J 1 r11�SJ1 vti Escrow # 11Tu 1¢'�11�$t \�.i*'in�idb \ly'1C'1`"fl \Jf \Y ���y\iJ�} Project name 11y11,aN�1J AAA \AV \l \Hll1il S:.. vV '} 1 v .Onfl, gtI,51. Total 1301278 2294 -17 500 -20030 Lennar Development (Project #12-025) $7,745.80 Escrow Projects Subtotal $7,745.80 APRIL2013TOTALI $22,144.40 T:\ 2294- Corooran \Invoices and Budget Tracker ete\2013Wpr1120131 pnl 2011 invoice rover hnt idocx = Wenck Engineers e Scientists Business Professionals City Of Corcoran rox 1M4) wq- "z a -null: accountug�'rrenck.can 8200 County Road 116 Corcoran, MN 55340 Project 2294 -01 Corcoran General Engineering Services Professional Services Through April 30, 2013 Phase 500 -01 General Professional Personnel Hours Rate Amount Nelson, Susan 1.70 60.00 102.00 Torve, Kent 2.50 121.00 302.50 Vander Top, Vincent 6.00 121.00 726.00 Totals 10.20 1,130.50 Total Labor 1,130.50 Reimbursable Expenses Telephone 20.00 Total Reimbursables 20.00 20.00 Phase Total $1,150.50 -- - - - - - - - - - - - Phase 500 -02 - - - - - - - - - - - - - - - - - - - - Council Meetings and Engineering Administrative - - - - - - - - - - - - - - - -' Professional Personnel Hours Rate Amount Torve, Kent 2.00 121.00 242.00 Totals 2.00 242.00 Total Labor 242.00 Phase Total $242.00 ------------------- Phase 600 -01 --- -------- Stormwater /WCA General Tasks -- ------ -- ---- --- - -' Professional Personnel Hours Rate Amount Madejczyk, Jeffrey 1.00 114.00 114.00 Torve, Kent .50 121.00 60.50 Totals 1.50 174.50 Total Labor 174.50 Phase Total $174.50 -- - - - - - - - - - - - - Phase 700 -01 - - - - - - - - - - - - - MnDOT State Aid - - - - - - - - - - - - - - - - - - - - - - ' Professional Personnel Hours Rate Amount Terhaar, Edward 1.00 150.00 150.00 Totals 1.00 150.00 Total Labor 150.00 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -01 Corcoran General Engineering Services Invoice 1301724 Phase Total $150.00 -- — — — — — — — — — — — Phase 700 -05 — — — — — — — — — — — — — Pavement Management and CIP — — — — — — — — — — — — — — — — — — -- Professional Personnel Hours Rate Amount Nelson, Susan 4.00 60.00 240.00 Torve, Kent 1.50 121.00 181.50 Vander Top, Vincent 6.00 121.00 726.00 Totals 11.50 1,147.50 Total Labor 1,147.50 Phase Total $1,147.50 -- — — — — — — — — — — — Phase 800 -10 — — — — — — — — — — — — — Schmids Hidden Valley — — — — — — — — — — — — — — — — — — —• Professional Personnel Hours Rate Amount Vander Top, Vincent 3.00 121.00 363.00 Totals 3.00 363.00 Total Labor 363.00 Phase Total $363.00 Total Invoice Amount $3,227.50 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 2 interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Invoice April 30, 2013 Invoice No: 1301725 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -10 Sewer and Water Planning Professional Services Through April 30, 2013 Phase 11 EASEMENTS AND UTILITIES Professional Personnel Hours Rate Claridge, Dale 4/912013 .50 151.00 Followup on Schommer easements Claridge, Dale 4/10/2013 .50 151.00 Call from Jeff to provide update on document recording and property tax situation Claridge, Dale 4/16/2013 .50 151.00 Followup with City Attorney on status of Schommer easement filing Claridge, Dale 4/24/2013 .50 151.00 Followup with Jeff Carson on Schommer easements, documentation Totals Total Labor 2.00 Wend< wend nanxaar, 3K. 1800 Foneer Creek tenter P.O. Box 249 Maple Plain, MN 5535979249 (763) 479-4200 Fax (763) 479-4242 e -mail: a=nibrgn5 d m Amount 75.50 75.50 75.50 75.50 302.00 302.00 Phase Total $302.00 ------------------------- -------- ---- ------- - ----' Phase 14 MCES Forcemain Construction Professional Personnel Claridge, Dale Hours Rate 4/11/2013 1.50 151.00 Look into 2013 taxes owed on Schommer parcel, calculate prorated share for MC lift station site based on areas, and send email to city attorney. Claridge, Dale 4/24/2013 .50 151.00 Followup with Jeff Carson on Schommer easements, documentation Totals 2.00 Total Labor Amount 226.50 75.50 302.00 302.00 Phase Total $302.00 ----------------------------- ---------- ----- - - ---' Phase 16 2013 PROJECT ENGINEERING AND PLANNING Professional Personnel Hours Rate Amount Claridge, Dale 4/10/2013 1.00 151.00 151.00 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1 /2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -10 Sewer and Water Planning Invoice 1301725 Track down and sent preliminary plans for Nelson development Claridge, Dale 4/30/2013 3.00 151.00 453.00 Followup with wetland monitoring for Corc. utility project, typical easement costs Libby, Heather 4/22/2013 3.00 105.00 315.00 Regional Development Plan Libby, Heather 4/23/2013 4.00 105.00 420.00 Regional Development Plan Libby, Heather 4/24/2013 1.00 105.00 105.00 Regional Development Plan Libby, Heather 4/25/2013 100 105.00 210.00 Regional Development Plan Libby, Heather 4/26/2013 2.00 105.00 210.00 Regional Development Plan Libby, Heather 4/29/2013 4.00 105.00 420.00 Regional Development Plan Torve, Kent 4/2/2013 2.50 121.00 302.50 2013 Engineering project analysis and financial fund analysis Torve, Kent 4/3/2013 1.00 121.00 121.00 Meeting with Council member on project list and engineering Torve, Kent 4/5/2013 2.30 121.00 278.30 2013 Engineering project analysis Torve, Kent 4/9/2013 150 121.00 302.50 Sewer District analysis and area analysis Torve, Kent 4/11/2013 1.50 121.00 181.50 Project List of 15 analysis and cost summary Torve, Kent 4/17/2013 5.50 121.00 665.50 Regional development study approach and analysis Torve, Kent 4/18/2013 1.50 121.00 181.50 Regional development study approach and analysis Torve, Kent 4/22/2013 3.50 121.00 423.50 Regional Development Engineering Torve, Kent 4/24/2013 2.50 121.00 302.50 Regional Development Engineering Torve, Kent 4/25/2013 3.50 121.00 423.50 Regional Area study analysis and council preparation Torve, Kent 4/26/2013 3.50 121.00 423.50 Regional area study and lateral benefit review Torve, Kent 4/29/2013 6.50 121.00 786.50 Meeting and followup tasks on projects with Northland, Barsness and Mayor Vander Top, Vincent 4/8/2013 2.00 121.00 242.00 Review TIE projects Vander Top, Vincent 4/23/2013 1.00 121.00 121.00 Assist Heather with trunk charges Totals 59.30 7,039.30 Total Labor 7,039.30 Phase Total $7,039.30 Total Invoice Amount $7,643.30 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 2 interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Ynvoice April 30, 2013 Invoice No: 1301726 Dan Donahue City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Project 2294 -13 Public Works Building Professional Services Through April 30, 2013 Phase 16 ROEHLKE PROPERTY COUNTY ROAD 19 Professional Personnel -- \ Wend< Ward A=iabna, Inc. 1800 Pioneer Creek Center PA. Box 249 Maple Plain, MN 55359-0249 (763) 479-0200 Fay (763) 4791242 e -mail: accombrq orrenck.mm Hours Rate Amount Torve, Kent 3.50 121.00 423.50 Totals 3.50 423.50 Total Labor 423.50 Phase Total $423.50 -------------------------------------------------- Phase 18 PRE - CONSTRUCTION ENGINEERING & PERMITTING Professional Personnel Unit Billing AutoCAD /Intergraph Use 20.00 Total Units 20.00 20.00 Phase Total $1,632.30 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Phase 20 2013 CONSTRUCTION SURVEY Professional Personnel Hours Rate Amount Quisberg, Jason 5.00 137.00 685.00 Totals 5.00 685.00 Total Labor 685.00 Phase Total $685.00 -------------------------------------------------- Phase 21 HAZARDOUS MATERIAL SURVEY INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1 /2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Hours Rate Amount Boell, James 4.00 138.00 552.00 Quisberg, Jason 2.50 137.00 342.50 Schmidt, Rowdy 2.00 92.00 184.00 Summers, Matthew 3.50 73.00 255.50 Torve, Kent 2.30 121.00 278.30 Totals 14.30 1,612.30 Total Labor 1,612.30 Unit Billing AutoCAD /Intergraph Use 20.00 Total Units 20.00 20.00 Phase Total $1,632.30 -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- Phase 20 2013 CONSTRUCTION SURVEY Professional Personnel Hours Rate Amount Quisberg, Jason 5.00 137.00 685.00 Totals 5.00 685.00 Total Labor 685.00 Phase Total $685.00 -------------------------------------------------- Phase 21 HAZARDOUS MATERIAL SURVEY INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1 /2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -13 Public Works Building Invoice 1301726 Professional Personnel Hester, Paul Totals Total Labor Reimbursable Expenses Equipment Rental Total Reimbursables Hours Rate Amount 6.00 127.00 762.00 6.00 762.00 762.00 25.00 25.00 25.00 Phase Total $787.00 Total Invoice Amount $3,527.80 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum Page 2 interest/finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Project 2294 -17 Lennar Development Professional Services Throuah Aoril 30. 2013 Professional Personnel INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Hours Rate Amount Boll, Wesley .30 98.00 29.40 Gebhart, Brandon 10.00 125.00 1,250.00 Heckman, Micah 11.50 78.00 897.00 Louwagie, Shawn .50 45.00 22.50 Marketon, Jeanie 4.00 60.00 240.00 Terhaar, Edward 11.00 150.00 1,650.00 Thelen, Ryan 2.50 78.00 195.00 Torve, Kent 18.40 121.00 2,226.40 Ward, Jared 10.00 116.00 1,160.00 Totals 68.20 7,670.30 Total Labor 7,670.30 Reimbursable Expenses Report Supplies 75.50 Total Reimbursables 75.50 75.50 Total Invoice Amount $7,745.80 INVOICES ARE DUE UPON PRESENTATION. Invoice balances not paid within 30 days of invoice are subject to 1 -1/2% 18% annum interest /finance charge. Please reference the invoice number when sending payment. Federal Tax ID #41- 1520095 Metropolitan May 29, 2012 Dan Donahue Administrator City Of Corcoran 8200 Co Rd 116 Corcoran, MN 55340 -9303 Dear Mr. Donahue: Each year, the Metropolitan Council prepares population and household estimates as of April I of the previous year. Local governments are invited to review and comment on the preliminary estimates. The Council will certify final estimates by July 15 for State government use in allocating local government aid and local street aid. The Metropolitan Council estimates that the City of Corcoran had 5,390 people and 1,871 households as of April 1, 2011. Household size averaged 2.88 persons per household. With this letter, the Council is reporting the data inputs used to develop the preliminary estimates for your community. Starting with Census 2010 counts, the Council estimates current population and households through changes in the housing stock, occupancy rates and persons per household. Input data sources include the U.S. Census Bureau's American Community Survey, and housing stock data, manufactured home parks, and group quarters data collected by Metropolitan Council Research. For more information on the Council's population estimates model, please visit the Council's website at http: / /stats.metc. state. mn. us /stats /pdf/EstimatesMethod.pdf, or contact Baris Gumus -Dawes at 651- 602 -1331. Importantly, the Council has redesigned our estimation process this year to use Census 2010 counts as a base year, or starting point. Thus, Census 2010 largely governs the estimates we share today. If you think that some aspect of the Census 2010 counts is in error, the Census Bureau has established a Count Question Resolution process. Questions and appeals to the Census Bureau must be submitted by the end of May 2013. For more information on Census 2010 counts, please visit the Bureau's website at http: // 2010. census .gov /20IOcensus /about/cqr.php Council staff welcomes discussion of the 2011 preliminary estimates. Under Minnesota Statutes 473.24, the Metropolitan Council must receive your comments, questions or specific objections, in writing, by June 25. Please send any written comments or questions to Baris Gumus- Dawes, Metropolitan Council Research, 390 Robert Street North, Saint Paul, MN 55101; or by e -mail to baris.dawes@mete.state.mn.us Sincerely, Todd Graham Principal Demographer w .metrocouncil.org 390 Robert Street North . St. Paul, MN 55101 -1805 • (651) 602 -1000 • Fax (651) 602 -1550 • TTY (651) 291 -0904 An Equal Opportunity EmpWyer 2011 Annual Population Estimates Corcoran city, Hennepin County, Minnesota Households: 1,871 Population in Households: 5,390 Average Household Size: 2.881 Housing Total: 1,924 Population in Group Quarters: 0 Occupancy Rate: 97.25% Total Population: 51390 The Council's Annual Estimates account for housing stock changes since April 1, 2010. These include housing units permitted and other changes. Other changes are due to demolitions, building conversions (units added or lost), city boundary changes (units annexed in or out), and other changes reported by city and township staff. The Council assumes that 85% of multifamily and 95% of single - family- detached units permitted in 2010 were completed by April 1, 2011; the remainder are assumed occupiable later. Manufactured homes are counted each year from Metropolitan Council surveys of manufactured home park operators and local governments. Other housing (boats, RVs, etc. used as housing) is an estimate from the most recent American Community Survey estimates. Each housing type will have a specifically estimated occupancy rate and average household size. Starting with the 2011 -12 cycle, the primary data are the most recent American Community Survey estimates, calculated and adjusted as described in the Council's methodology, available online at http://stats.metc.state,mn.us/stats/aboutestimates.aspx Definitions: A household is a group of people (or one person alone) occupying a housing unit. The number of occupied housing units and the number of households are equivalent. Population in Group Quarters (or institutional housing) is counted separately through an annual Metropolitan Council survey. Housing Stock Newly built Other changes Housing Stock Population April 1, 2010 since 2010 since 2010 April 1, 2011 Single - family- detached: 1,714 4 0 1,718 Townhomes: 10 0 0 10 Duplex, 3 -, 4 -plex units: 9 0 0 9 Multifamily units: 0 0 0 0 Manufactured homes: 186 0.00% 0 187 Other (boats, RVs, etc. used as housing): 0 187 96.40% 0 -- Housing Stock Total: 1,919 Other: _ ----------------- 1,924 Each housing type will have a specifically estimated occupancy rate and average household size. Starting with the 2011 -12 cycle, the primary data are the most recent American Community Survey estimates, calculated and adjusted as described in the Council's methodology, available online at http://stats.metc.state,mn.us/stats/aboutestimates.aspx Definitions: A household is a group of people (or one person alone) occupying a housing unit. The number of occupied housing units and the number of households are equivalent. Population in Group Quarters (or institutional housing) is counted separately through an annual Metropolitan Council survey. It bYetropd3tan cmmcil 5/25/2012 Housing Stock Occupancy Occupied with Persons Per Population April 1, 2011 Rate 2011 Households Household in 2011 Single- family- detached: 1,718 97.33% 1,672 2.932 4,902 Townhomes: 10 97.33% 10 2.932 29 Duplex, 3 -, 4 -plex units: 9 98.18% 9 1.985 18 Multifamily units: 0 0.00% 0 1.677 0 Manufactured homes: 187 96.40% 180 2.447 441 Other: 0 counted only if 0 1.400 0 occupied Housing Total: 1,924 Households: 1,871 In Households: 5,390 In Group Qtrs: 0 Total Population: 5,390 It bYetropd3tan cmmcil 5/25/2012 UFM Local Population Counts and Census — a workshop for local governments. Local Population Counts and Census is a 2.5 hour workshop. It will be offered at two locations: • June 14, 2:00 — 4:30 pm, at Ridgedale Library, Meeting Room 172, 12601 Ridgedale Dr, Minnetonka • June 18, 2:00 -4:30 pm, at Metropolitan Council, Meeting Room LLA, 390 North Robert Street, St. Paul The first half of the workshop will cover. Reviewing Census 2010 and Count Question Resolution. (2:00 — 3:15) Census population counts for 2010 are the culmination of a great effort by the US Census Bureau and a high level of public participation. Still, the Census Bureau acknowledges that the new data could include scattered errors and undercounts. (http: // 2010. census .gov /2010census /about/cqr.php ) Errors can occur where the Census used inaccurate geographic boundaries or inaccurate geocoding of addresses. Miscounts also result from exclusions or duplications due to Census processing errors. Metropolitan Council staff are offering technical advice for local governments that want to analyze and evaluate 2010 Census results. The workshop will introduce the Census's Count Question Resolution (CQR) process and provide guidance on how to prepare a count challenge and present supporting evidence.. Between now and May 2013, the Census Bureau is accepting questions and "challenges" from local governments that suspect their local enumeration counts are in error. For local governments, the post -2010 CQR process now puts the ball in your court. Local governments are responsible for questioning and challenging Census count problems. The last hour of the workshop will cover: Local Population Counts, 2011 and beyond. (3 :30 — 4:30) Each year, the Metropolitan Council estimates local population and households (Minnesota Statutes 473.24). Data on housing stock, occupancy rates and persons per household inform the calculation of estimates. Importantly, the estimation process has been re- programmed this year with new calculations, and using Census 2010 counts as a base year, or starting point. Local governments received preliminary estimates in late May, and have opportunity in June to review and comment on the preliminary estimates. in this workshop, Council staff will review the estimates calculations and data sources. Space is limited. Please RSVP for the workshop date /location of your choice: http : / /metrocouncil.eventbrite.com or email research @metc.state.mn.us w .metrocouncil.org 390 Robert Street North . St. Paul, MN 55101 -1805 + (651) 602 -1000 • Fax (651) 602 -1550 m TTY (651) 291 -0904 An Eg .Z Opportunity Employer ED May 29, 2013 WrITRSTMIrow Dan Donahue, Administrator City Of Corcoran 8200 Co Rd 116 Corcoran, MN 55340 -9303 Dear Mr. Donahue: Fach year, the Metropolitan Council prepares population and household estimates as of April 1 of the previous year. Local governments are invited to review and comment on the preliminary estimates. The Council will certify final estimates by July 15 for State government use in allocating local government aid and street aid. The Metropolitan Council estimates that the City Of Corcoran had 5,470 people and 1,879 households as of April 1, 2012. Household size averaged 2.91 persons per household. With this letter, the Council is reporting the data inputs used to develop the preliminary estimates for your community. The Council estimates current population and households through changes in the housing stock, occupancy rates and persons per household. Input data sources include housing stock, manufactured home parks, and group quarters data maintained by Metropolitan Council Research, as well as U.S. Census Bureau's American Community Survey data. For more information on the Council's population estimates model, please visit the Council's website at http: / /stats.metc. state. mn.us /stats /aboutestimates.aspx or contact Todd Graham at 651 -602- 1322. Council staff welcomes discussion of the 2012 preliminary estimates. Under Minnesota Statutes 473.24, the Metropolitan Council must receive your comments, questions or specific objections, in writing, by June 24. Please send any written comments or questions to Todd Graham, Metropolitan Council Research, 390 North Robert Street, Saint Paul, MN 55 10 1; or by e -mail to todd.graham @metcstate.mn.us Sincerely, Todd Graham Principal Demographer w .metrocouncil.org 390 Robert Street North e St. Paul, MN 55101 -1805 • (651) 602 -1000 • Fax (651) 602 -1550 • TTY (651) 291 -0904 An Egaat Opportunity Employer 2012 Annual Population Estimates Corcoran city, Hennepin County, Minnesota Households: 1,879 Population in Households: 5,470 Average Household Size: 2.911 Housing Total: 1,924 Population in Group Quarters: 0 Occupancy Rate: 97.66% Total Population: 5,470 Metropolitan Council's Annual Estimates account for housing stock changes since April 1, 2010. These include housing units permitted and other changes. Other changes are due to demolitions, building conversions (units added or lost), city boundary changes (units annexed in or out), and other changes reported by city and township staff. The Council assumes that 85% of multifamily and 95% of single - family units permitted in 2011 were completed and occupiable by April 1, 2012; the remainder are occupiable in the future. Manufactured homes are counted each year from Metropolitan Council surveys of manufactured home park operators and local governments. Other housing (boats, RVs, etc. used as housing) is an estimate from the most recent Census ACS estimates. Housing Stock April 1, 2012 1,725 6 11 0 182 0 1,924 Each housing type will have a specifically estimated occupancy rate and average household size. Starting with the 2011 -12 cycle, the primary data are the most recent American Community Survey estimates, calculated and adjusted as described in the Council's methodology, available online at http://stats.metc.state.mn.us/stats/aboutestimates.aspx Definitions: A household is a group of people (or one person alone) occupying a housing unit. The number of occupied housing units and the number of households are equivalent. Population in Group Quarters (or institutional housing) is counted separately through an annual Metropolitan Council survey. Housing Stock April 1. 2012 Single - family - detached: Housing Stock Permitted and Other changes Duplex, 3 -, 4 -plex units: April 1, 2010 built since 2010 since 2010 Single-family-detached: 1,716 9 0 Townhomes: 6 0 0 Duplex, 3 -, 4 -plex units: 11 0 0 Multifamily units: 0 0 0 Manufactured homes: 186 In Households: 5,470 Other (boats, RVs, etc. as shelter): ------- ---- .. - - -- 0 0 Housing Total: 1,919 -- Housing Stock April 1, 2012 1,725 6 11 0 182 0 1,924 Each housing type will have a specifically estimated occupancy rate and average household size. Starting with the 2011 -12 cycle, the primary data are the most recent American Community Survey estimates, calculated and adjusted as described in the Council's methodology, available online at http://stats.metc.state.mn.us/stats/aboutestimates.aspx Definitions: A household is a group of people (or one person alone) occupying a housing unit. The number of occupied housing units and the number of households are equivalent. Population in Group Quarters (or institutional housing) is counted separately through an annual Metropolitan Council survey. Housing Stock April 1. 2012 Single - family - detached: 1,725 Townhomes: 6 Duplex, 3 -, 4 -plex units: 11 Multifamily units: 0 Manufactured homes: 182 Other: 0 Housing Total: 1,924 Occupancy Rate 2012 97.48% 97.48% 99.14% 0.00% 99.03% Counted only if occupied Households: Occupied with Persons Per Population Households Household in 2012 1,682 2.968 4,992 6 2.968 18 11 1.961 22 0 1.706 0 180 2.433 438 0 1.600 0 1,879 In Households: 5,470 In Group Qtrs: _- 0 Total Population: .._. 5,470 Metropolitan Council 5/28/2013 PH €7631 498.7844 City of Corcoran 8200 County Road 116 Corcoran, MN 55340 Job 6619: CORCORAN PUBLIC WORKS FACILITY FX (763) 498. 9597 (800) 627.1669 Draw ID: 3 Date: 05/2913 O1 Project Mgmt.- Prebid Contract Percent Total Previous Total This Item ID. Description I Amount I Complete Billed I Billed I Invoice O1 Project Mgmt.- Prebid 10,000.00 02 Project Coordinator. - Prebid 2,000.00 03 Admin /Clerical - Prebid 500.00 04 Project Mgmt.- Construction 40,000.00 05 Project Coordinator.- Const. 5,000.00 06 Field Supt. - Construction 60,000.00 07 Job Trailer- Construction 3,000.00 08 Job Phone /Comm - Const. 1,000.00 09 Print. /Cleric. Suppt- Const. 2,500.00 10 Sanitation - Const. 1,500.00 46 Administration & Overhead 106,931.00 Total 232,431.00 100.00% Billed to Date 37,019.24 5.00 0,10 Retainage 1,850.96 Total Earned Less Retainage 35,168.28 Less: Paid to Date 23,484.00 Total Amount Due 11,684.28 100.00% 10,000.00 10,000.00 100.00% 2,000.00 2,000.00 100.00% 500.00 500.00 25.63% 10,250.00 6,000.00 4,250.00 60.00% 3,000.00 3,000.00 6.67% 4,000.00 4,000.00 100.00% 3,000.00 3,000.00 14.00% 140.00 140.00 100.00% 2,500.00 2,500.00 0.00% - 48.50% 1,629.24 720.00 909.24 r� 15.93% 37,019.24 24,720.00 12,299.24 O lL (G C--T- PF w> n 2 c w n !n m V 5D 0 ' 'af :- x O D Qo n a. d :a y y n 2 Y ® 0 0 1 •a � :. d ®ai =_o z m A _4 a q, . g i d m^ m o p ^o n' '� D A h-h m p �+, �.� n a rD- -i C7 c x y w .. z m v �' c o o z 7� z n z 'J> c �''' n z z m D f) D S> e °c O m t9 K cx _. z p m ti m D G7 O C) D z m m m 0 C" m ` y m `� < 'A A E' ' e a m m z n ti shy. w- Ci7 a w O D Y O z o v ur L7 O n n oo C9 .�, ®� -i c b M •• m "< ° c mv. awo °, .°n m m z. 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DATE: June 5, 2013 SUBJECT: MS4 General Permit Reissuance Introduction Wenck Associates, Inc. 1800 Pioneer Creek Ctr. P.O. Box 249 Maple Plain, MN 55359 -0249 (763) 479 -4200 Fax (763) 479 -4242 E -mail: wenckmp @wenck.com On May 21, 2013, the MPCA Citizens' Board approved reissuing a permit for stormwater discharge, known as the Municipal Separate Storm Sewer (MS4) General Permit. The revised permit takes effect on August 1, 2013, and lasts five years, through July 31, 2018. The City of Corcoran is a mandatory MS4, meaning that it is defined by the 2000 Census as an urbanized area and is required by federal law to apply for coverage under the permit. As an existing permit holder, the City is required to revise its Stormwater Pollution Prevention Program (SWPPP) to meet new permit conditions. The City's application for continued coverage, including its revised SWPPP, is due to the MPCA within 150 days from the permit effective date, or December 28, 2013. As expected, the City will have to expand its SWPPP to include additional tasks in several areas. At your request, this memo was prepared to estimate the resources needed to revise the SWPPP and prepare the permit application. This planning phase does not include the resources needed to implement the City's revised SWPPP. This can be estimated as the SWPPP is developed. The applicable portions of the permit are attached for your reference. Revisions to Stormwater Pollution Prevention Program The focus of the MS4 Permit is the City's Stormwater Pollution Prevention Program (SWPPP). The required components of the SWPPP, as revised by the new permit, are listed below, along with an estimate of time and resources needed from Wenck or city staff, or both, to address them. Further information about each component is available in the permit itself (attached). Memorandum MS4 General Permit Reissuance City of Corcoran, MN June 5, 2013 Page 2 SWPPP Component Estimated Time and Resources Required A. Describe and cite regulatory mechanisms Up to 3 hours to search city code, enter citations, addressing illicit discharges, construction site and develop a schedule for any new or revised stormwater runoff, and post- construction regulatory mechanisms needed. (Permit page 9.) stormwater management. B. Describe written Enforcement Response Up to 3 hours to research existing ERPs and, if Procedures (ERPs) the city has developed or necessary, develop a plan to meet new permit will develop to "enforce and compel requirements for enforcement. (Permit page 9.) compliance with" regulatory mechanisms. C. Mapping and inventory of city storm sewer Up to 3 hours to compare existing map to new system requirements and, if necessary, develop a plan to meet new requirements for inclusion of stormwater pipes, outfalls, structural BMPs, and receiving waters. (Permit page 9.) D. Minimum Control Measures (MCMs) 1. Public education and outreach Up to 5 hours to review the existing educational program and plan how to revise it to meet new requirements for identification of high - priority stormwater - related issues and establishment of measurable goals. (Permit page 10.) 2. Public Participation and Involvement Up to 3 hours to review how the city currently solicits input from the public regarding its SWPPP and, if necessary, plan how to revise it to offer more opportunities to review the plan and document public input. (Permit page 11.) 3. Illicit Discharge Detection and Elimination Up to 10 hours to review the city's IDDE program (IDDE) and, if necessary, develop a plan to revise it to meet new requirements for training and response. (Permit page 12.) 4. Construction site stormwater runoff Up to 3 hours to review the existing program and, control if necessary, develop a plan to revise it to meet new requirements for inclusion of specific Best Management Practices (BMPs), site inspection procedures, and documentation. (Permit page 13.) 5. Post - construction stormwater Up to 15 hours to review the existing program and, management if necessary, develop a plan to revise it to meet new permit requirements for inclusion of BMPs addressing stormwater volume and discharges of Total Suspended Solids (TSS) and Total Phosphorus (TP). (Permit page 15.) Memorandum MS4 General Permit Reissuance City of Corcoran, MN June 5, 2013 Page 3 SWPPP Component Estimated Time and Resources Required 6. Pollution Prevention /Good Housekeeping Up to 15 hours to review the existing program and, for Municipal Operations if necessary, plan to revise it to meet new requirements for maintaining a facilities inventory, developing BMPs for inventoried facilities, developing stormwater pond assessment procedures, and inspection, maintenance, training, and documentation. (Permit page 18.) E. Discharges to Impaired Waters This section applies only to MS4s with approved Total Maximum Daily Load (TMDL) studies as of the effective date of the permit. Corcoran is not yet subject to this section of the permit. The Elm Creek Watershed -Wide TMDL implementation plan will affect Corcoran and is expected to be completed in late 2014. (Permit page 21.) F. Alum or Ferric Chloride Phosphorus This section does not apply to Corcoran, as it has Treatment Systems not yet used alum or ferric chloride to reduce phosphorus content of stormwater. (Permit page 22.) Page 9 of 38 Permit No: MNR040000 PART III. STORMWATER POLLUTION PREVENTION PROGRAM (SWPPP) The permittee shall develop, implement, and enforce a SWPPP designed to reduce the discharge of pollutants from the small M54 to the Maximum Extent Practicable (MEP), to protect water quality, and to satisfy the appropriate water quality requirements of the Clean Water Act. If the permittee enters into a partnership for purposes of meeting SWPPP requirements, the permittee maintains legal responsibility for Compliance with this ,permit. Existing permittees shall revise their SWPPP developed under the Agency's small MS4 general ,permit No.MNR040000 that was effective June, 1, 2006, to meet the requirements of this permit in accordance with the schedule in Appendix A, Table 2. New permittees shall develop, implement, and enforce their SWPPP in accordance with the schedule in Appendix A, Table 3. The permittee's SWPPP shall consist of the following: A. Regulatory Mechanism(s) To the extent allowable under state, tribal or local law, the permittee shall develop, implement, and enforce a Regulatory Mechanism(s) to meet the terms and conditions of Part III.D.3, 4, and S. A Regulatory Mechanism(s) for the purposes of this permit may consist of contract language, an ordinance, permits, standards, or any ether mechanism, that will be enforced by the permittee. B. Enforcement Response Procedures (ERPs) The permittee shall develop and implement written ERPs to enforce and compel compliance with the Regulatory Mechanism(s) developed and implemented by the permittee in accordance with Part III.A. Enforcement conducted by the permittee pursuant to the ERPs shall be documented. Documentation shall include, at a minimum, the following: a. ,Name of the person responsible for violating the terms and conditions of the permittee's Regulatory Mechanism(s) b. Date(s) and tocation(s) of the observed vio'lation(s) c. Description of the violation(s), including reference(s) to relevant Regulatory Mechanism(s) d. Corrective action(s) (including completion schedule) issued by the permittee e_ Date(s) and type(s) of enforcement used to compel compliance (e.g., written notice, citation, stop work order, withholding of local authorizations, etc.) f. Referrals to other regulatory organizations (if any) g. Date(5) violation(s) resolved C. Mapping and Inventory 1, Mapping New permittees shall develop, and existing permittees shall update, a storm sewer system map that depicts the following: Page 10 of 38 Permit No: MNR040000 a. The permittee's entire small MS4 as a goal, but at a minimum, all pipes 12 inches or greater in diameter, including stormwater flow direction in those pipes b. Outfalls, including a unique identification (ID) number assigned by the permittee, and an associated geographic coordinate c. Structural stormwater BMPs that are part of the permittee's small MS4 d. All receiving waters 2. Inventory (2009 Minnesota Session Law, Ch. 172. Sec. 28). a. The permittee shall complete an inventory of: (1) All ponds within the permittee's jurisdiction that are constructed and operated for purposes of water quality treatment, stormwater detention, and flood control, and that are used for the collection of stormwater via constructed conveyances. Stormwater ponds do not include areas of temporary ponding, such as ponds that exist only during a construction project or short- term accumulations of water in road ditches. (2) All wetlands and lakes, within the permittee's jurisdiction, that collect stormwater via constructed conveyances. The permittee shall complete and submit the inventory to the Agency on a form provided by the Commissioner. Each feature inventoried shall include the following information: (1) A unique identification (ID) number assigned by the permittee (2) A geographic coordinate (3) Type of feature (e.g., pond, wetland, or lake). This may be determined by using best professional judgment. D. Minimum Control Measures (MCMs) The permittee shall incorporate the following six MCMs into the SWPPP. The permittee shall document as part of the SWPPP, a description of 8MPs used for each MCM, the responsible person(s) and department(s) in charge, an implementation schedule, and measureable goals that will be used to determine the success of each BMP. 1, Public Education and Outreach New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, a public education program to distribute educational materials or equivalent outreach that informs the public of the impact stormwater discharges have on water bodies and that includes actions citizens, businesses, and other local organizations can take to reduce the discharge of pollutants to stormwater. The program shall also include: a. Distribution of educational materials or equivalent outreach focused on: (1) Specifically selected stormwater- related issue(s) of high priority to the permittee to be emphasized during this permit term (e.g., specific TMDL reduction targets, changing local business practices, promoting adoption of residential BMPs, lake Page 11 of 38 Permit No: MNR040000 improvements through lake associations, responsible management of pet waste, household chemicals, yard waste, deicing materials, etc.) (2) Illicit discharge recognition and reporting illicit discharges to the permittee b. An implementation plan that consists of the following: (1) Target audience(s), including measurable goals for each audience (2) Responsible Person(s) in charge of overall plan implementation (3) Specific activities and schedules to reach measurable goals for each target audience (4) A description of any coordination with and /or use of other stormwater education and outreach programs being conducted by other entities, if applicable (5) Annual evaluation to measure the extent to which measurable goals for each target audience are attained c. Documentation of the following information: (1) A description of any specific stormwater - related issues identified by the permittee under Part III.D.1.a(1) (2) All information required under Part III.D.1.1b (3) Any modifications made to the program as a result of the annual evaluation under Part III.D.1.b (5) (4) Activities held, including dates, to reach measurable goals (5) Quantities and descriptions of educational materials distributed, including dates distributed 2. Public Participation /involvement a. New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, a Public Partici patio n /lnvolvement program to solicit public input on the SWPPP. The permittee shall: (1) Provide a minimum of one (1) opportunity annually for the public to provide input on the adequacy of the SWPPP. Public meetings can be conducted to satisfy this requirement provided appropriate local public notice requirements are followed and opportunity to review and comment on the SWPPP is provided.. (2) Provide access to the SWPPP document, Annual Reports, and other documentation that supports or describes the SWPPP (e.g., Regulatory Mechanism(s), etc.) for public review, upon request. All public data requests are subject to the Minnesota Government Data Practices Act, Minn. Stat. § 13. (3) Consider public input, oral and written, submitted by the public to the permittee, regarding the SWPPP. b. Document the following information: (1) All relevant written input submitted by persons regarding the SWPPP (2) All responses from the permittee to written input received regarding the SWPPP, including any modifications made to the SWPPP as a result of the written input received Page 12 of 38 Permit No: MNR040000 (3) Date(s) and location(s) of events held for purposes of compliance with this requirement (4) Notices provided to the public of any events scheduled to meet this requirement, including any electronic correspondence (e.g., webste, e-mail distribution lists, notices, etc.) 3. Illicit Discharge Detection and Elimination (IDDE) New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program as necessary, and continue to implement and enforce, a program to detect and eliminate illicit discharges into the small MS4. The IDDE program shall consist of the following: a. Map of the small MS4 as required by Part IIi.C.1. b. Regulatory Mechanism(s) that effectively prohibits non - stormwater discharges into the small MS4, except those non - stormwater discharges authorized under Part 1.8.1. c. Incorporation of illicit discharge detection into all inspection and maintenance activities conducted under Part III.D.6.e and f. Where feasible, illicit discharge inspections shall be conducted during dry - weather conditions (e.g., periods of 72 or more hours of no precipitation). d, Detecting, and tracking the source of illicit discharges using visual inspections. The permittee may also include the use of mobile cameras, collecting and analyzing water samples, and /or other detailed inspection procedures that may be effective investigative tools. e. Training of all field staff, in accordance with the requirements of Part III.D.6.g(2), in illicit discharge recognition (including conditions which could cause illicit discharges), and reporting illicit discharges for further investigation. f. Identification of priority areas likely to have illicit discharges, including at a minimum, evaluating land uses associated with .business /industrial activities, areas where illicit discharges have been identified in the past, and areas with storage of large quantities of significant materials that could result in an illicit discharge. Based on this evaluation, the permittee shall conduct additional illicit discharge inspections in those areas identified as having a higher likelihood for illicit discharges. g. For timely response to known, suspected, and reported illicit discharges: (1) Procedures for investigating, locating, and eliminating the source of illicit discharges. (2) Procedures for responding to spills, including emergency response procedures to prevent spills from entering the small MS4. The procedures shall also include the immediate notification of the Minnesota Department of Public Safety Duty Officer at 1- 800 - 422 -0798 (toll free) or 651 -649 -5451 (Metro area), if the source of the illicit discharge is a spill or leak as defined in Minn. Stat. § 115.061. (3) When the source of the illicit discharge is found, ERPs required by Part 111.8 (iif necessary) to eliminate the illicit discharge and require any needed corrective action(s). Page 13 of 38 Permit No: MNR040000 h. Documentation of the following information, (1) Date(s) and location(s) of IDDE inspections conducted in accordance with Part III.D.3.c and f (2) Reports of alleged illicit discharges received, including date(s) of the report(s), and any follow -up action(s) taken by the permittee (3) Date(s) of discovery of all illicit discharges (4) Identification of outfalls, or other areas, where illicit discharges have been discovered (5) Sources (including a description and the responsible party) of illicit discharges (if known) (6) Action(s) taken by the permittee, including date(s), to address discovered illicit discharges 4. Construction Site Stormwater Runoff Control New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program, as necessary, and continue to implement and enforce, a Construction Site Stormwater Runoff Control program that reduces pollutants in stormwater runoff to the small MS4 from construction activity with a land disturbance of greater than or equal to one acre, including projects less than one acre that are part of a larger common plan of development or sale, that occurs within the permittee's jurisdiction. The program shall incorporate the following components: a. Regulatory Mechanism(s) A Regulatory Mechanism(s) that establishes requirements for erosion and sediment controls and waste controls that is at least as stringent as the Agency's general permit to Dischorge Stormwater Associated with Construction Activity NoWN 8100001 (as of the effective date of this permit). The permittee's Regulatory Mechanism(s) shall require that owners and operators of construction activity develop site plans that must be submitted to the permittee for review and approval, prior to the start of construction activity. Site plans must be kept up -to -date by the owners and operators of construction activity with regard to stormwater runoff controls. The Regulatory Mechanism(s) must require that site plans incorporate the following erosion and sediment controls and waste controls as described in the above referenced permit: (1) BIVIPs to minimize erosion (2) BIVIPs to minimize the discharge of sediment and other pollutants (3) BIViPs for dewatering activities (4) Site inspections and records of rainfall events (5) BMP maintenance (6) Management of solid and hazardous wastes on each project site (7) Final stabilization upon the completion of construction activity, including the use of perennial vegetative cover on all exposed soils or other equivalent means (8) Criteria for the use of temporary sediment basins Page 14 of 38 Permit ✓ aP MNR040000 b. Site plan review The program shall include written procedures for site plan reviews conducted by the permittee prior to the start of construction activity, to ensure compliance with requirements of the Regulatory Mechanism(s). The site plan review procedure shall include notification to owners and operators proposing construction activity of the need to apply for and obtain coverage under the Agency's general permit to Discharge StormwaterAssocioted with Construction Activity No.MN R100001. Public input The program shall Include written procedures for receipt and consideration of reports of noncompliance or other stormwater related information on construction activity submitted by the public to the permittee. d. Site inspections The program shall include written procedures for conducting site inspections, to determine compliance with the permittee "s Regulatory Mechanism(s). The written procedures shall: (1) Include procedures for identifying priority sites for inspection. Prioritization can be based on such parameters as topography, soil characteristics, type of receiving water(s), stage of construction, compliance history, weather conditions, or other local characteristics and issues. (Z) Identify frequency at which site inspections will be conducted (3) Identify names) of individuals) or position titles responsible for conducting site inspections (4) Include a checklist or other written means to document site inspections when determining compliance. e. ERPs required by Part 111.13 of this permit F. Documentation of the following information: (1) For each site plan review —The project name, location, total acreage to be disturbed, owner and operator of the proposed construction activity, and any stormwater related comments and supporting documentation used by the permittee to determine project approval or denial. (Z) For each site inspection - Inspection checklists or other written means used to document site inspections Page 15 of 38 Permit No: MNR040000 5. Post - Construction Stormwater Management New permittees shall develop, implement, and enforce, and existing permittees shall revise their current program, as necessary, and continue to implement and enforce, a Post - Construction Stormwater Management program that prevents or reduces water pollution after construction activity is completed, related to new development and redevelopment projects with land disturbance of greater than or equal to one acre, including projects less than one acre that are part of a larger common plan of development or sale, within the permittee's jurisdiction and that discharge to the permittee's small MS4. The ,program shall consist, at a minimum, of the following: a. A Regulatory Mechanism(s) that incorporates;. (1) A requirement that owners and /or operators of construction activity submit site plans with post - construction stormwater management BMPs to the permittee for review and approval, prior to start of construction activity (2) Conditions for Post - Construction Stormwater Management: The permittee shall develop and implement a Post - Construction Stormwater Management program that requires the use of any combination of BMPs, with highest preference given to Green Infrastructure techniques and practices (e.g., infiltration, evapotranspiration, reuse /harvesting, conservation design, urban forestry, green roofs, etc.), necessary to meet the following conditions on the site of a construction activity to the MEP (a) For new development projects — no net increase from pre - project conditions (on an annual average basis) of: 1) Stormwater discharge Volume, unless precluded by the Stormwater management limitations in Part Ili.D.5.a(3)(a) 2) Stormwater discharges of Total Suspended Solids (TSS) 3) Stormwater discharges of Total Phosphorus (TP) (b) For redevelopment projects -- a net reduction from pre - project conditions (or) an annual average basis) of: 1) Stormwater discharge Volume, unless precluded by the stormwater management limitations in Part III.D.5.a(3)(a) 2) Stormwater discharges of TSS 3) Stormwater discharges of TP (3) Stormwater management limitations and exceptions (a) Limitations 1) The permittee's Regulatory Mechanism(s) shall prohibit the use of infiltration techniques to achieve the conditions for post- construction stormwater management in Part III.D,5.a(2) when the infiltration structural stormwater BMP will receive discharges from, or be constructed in areas: Page 16 of 38 Permit N©: MNR040000 a] Where industrial facilities are not authorized to infiltrate industrial stormwater under an NPDES /SDS Industrial Stormwater Permit issued by the Agency b) Where vehicle fueling and maintenance occur c) With less than three (3) feet of separation distance from the bottom of the infiltration system to the elevation of the seasonally saturated soils or the top of bedrock d) Where high levels of contaminants in soil or groundwater will be mobilized by the infiltrating stormwater 2) The permittee's Regulatory Mechanism(s) shall restrict the use of infiltration techniques to achieve the conditions for post - construction stormwater management, without higher engineering review, sufficient to provide a functioning treatment system and prevent adverse impacts to groundwater, when the infiltration device will be constructed in areas: a) With predominately Hydrologic Soil Group D (clay) soils b) Within 1,000 feet up- gradient, or 100 feet down - gradient of active karst . features c) Within a Drinking Water Supply Management Area (DWSMA) as defined in Minn. R. 4720.5100, subp. 13 d) Where soil infiltration rates are more than 8.3 inches per hour 3) For linear projects where the lack of right- of-way precludes the installation of volume control practices that meet the conditions for post - construction stormwater management in Part.III.13.5.a(2), the permittee's Regulatory Mechanism(s) may allow exceptions as described in Part III.D.5.a(3)(b). The permittee's Regulatory Mechanism(s) shall ensure that a reasonable attempt be made to obtain right -of -way during the project planning process. (b) Exceptions for stormwater discharge volume The permittee's Regulatory Mechanism(s) may allow for lesser volume control on the site of the original construction activity than that in Part III.D.5.a(2) only under the following circumstances; 1) The owner and /or operator of a construction activity is precluded from infiltrating stormwater through a designed system due to any of the infiltration related limitations described above, and 2) The owner and/or operator of the construction activity implements, to the MEP, volume reduction techniques, other than infiltration, (e.g., evapotranspiration, reuse /harvesting, conservation design, green roofs, etc.) on the site of the original construction activity that reduces stormwater discharge volume, but may not meet the conditions for post - construction stormwater management in Part III.D.5.a(2). Page 17 of 38 Permit No: MNR040000 (4) Mitigation provisions There may be circumstances where the permittee or other owners and operators of a construction activity cannot cost effectively meet the conditions for post - construction stormwater management for TSS and/orTP in Part III.D.5.a(2) on the site of the original construction activity. For this purpose, the permittee shall identify, or may require owners or operators of a construction activity to identify, locations where mitigation projects can be completed. The permittee's Regulatory Mechanism(s) shall ensure that any stormwater discharges of TSS and/or TP not addressed on the site of the original construction activity are addressed through mitigation and, at a minimum, shall ensure the following requirements are met: (a) Mitigation project areas are selected in the following order of preference: 1) Locations that yield benefits to the same receiving water that receives runoff from the original construction activity 2) Locations within the same Department of Natural Resource (DNIR) catchment area as the original construction activity 3) Locations in the next adjacent DNR catchment area up- stream 4) Locations anywhere within the permittee's jurisdiction (b) Mitigation projects must involve the creation of new structural stormwater BMPs or the retrofit of existing structural stormwater BMPs, or the use of a properly designed regional structural stormwater BMP. (c) Routine maintenance of structural stormwater BMPs already required by this permit cannot be used to meet mitigation requirements of this Part. (d) Mitigation projects shall be completed within 24 months after the start of the original construction activity. (e) The permittee shall determine, and document, who is responsible for long -term maintenance on all mitigation projects of this Part. (f) If the permittee receives payment from the owner and/or operator of a construction activity for mitigation purposes in lieu of the owner or operator of that construction activity meeting the conditions for post- construction stormwater management in Part III.D.5.a(2), the permittee shall apply any such payment received to a public stormwater project, and all projects must be in compliance with Part III.D.5.a(4)(a) -(e). (5) Long -term maintenance of structural stormwater BMPs The permittee's Regulatory Mechanism(s) shall provide for the establishment of legal mechanism(s) between the permittee and owners or operators responsible for the long -term maintenance of structural stormwater BMPs not owned OF operated by the permittee, that have been implemented to meet the conditions for post - construction stormwater management in Part III.D.5.a(2). This only includes structural stormwater BMPs constructed after the effective date of this permit, that are directly connected to the permittee's M54, and that are in the permittee's jurisdiction. The legal mechanism shall include provisions that, at a minimum: (a) Allow the permittee to conduct inspections of structural stormwater BMPs not owned or operated by the permittee, perform necessary maintenance, and assess costs for those structural stormwater BMPs when the permittee Page 18 of 38 Permit No: MNR040000 determines that the owner and /or operator of that structural stormwater BMP has not conducted maintenance, (b) Include conditions that are designed to preserve the permittee's right to ensure maintenance responsibility, for structural stormwater BMPs not owned or operated by the permittee, when those responsibilities are legally transferred to another party. (c) Include conditions that are designed to protect /preserve structural stormwater BMPs and site features that are implemented to comply with Part III.D.5.a(2). If site configurations or structural stormwater BMPs change, causing decreased structural stormwater BMP effectiveness, new or improved structural stormwater BMPs must be implemented to ensure the conditions for post - construction stormwater management in Part III.D.S.a(2) continue to be met. b. Site plan review The program shall include written procedures for site plan reviews conducted by the permittee prior to the start of construction activity, to ensure compliance with requirements of the Regulatory Mechanism(s). c. Documentation of the following information: (1) Any supporting documentation used by the permittee to determine compliance with Part III.D.5.a, including the project name, location, owner and operator of the construction activity, any checklists used for conducting site plan reviews, and any calculations used to determine compliance (2) All supporting documentation associated with mitigation projects authorized by the permittee (3) Payments received and used in accordance with Part III.D.5.a(4)(f) (4) All legal mechanisms drafted in accordance with Part III.D.5.a(5), Including date(s) of the agreements} and name(s) of all responsible parties involved b, Pollution Prevention /Good Housekeeping For Municipal Operations New permittees shall develop and implement, and existing permittees shall revise their current program, as necessary, and continue to implement, an operations and maintenance program that prevents or reduces the discharge of pollutants from permittee owned /operated facilities and operations to the small lVIS4. The operations and maintenance program shall include, at a minimum, the following; a. Facilities Inventory The permittee shall develop and maintain an Inventory of permittee owned /operated facilities that contribute pollutants to stormwater discharges. Facilities to be inventoried may include, but is not limited to: composting, equipment storage and maintenance, hazardous waste disposal, hazardous waste handling and transfer; landfills, solid waste handling and transfer, parks, pesticide storage, public parking lots, public golf courses; public swimming pools, public works yards, recycling, salt storage, vehicle storage and maintenance (e.g., fueling and washing) yards, and materials storage yards. Page 19 of 38 Permit No: MNR040000 b, Development and Implementation of BMPs for inventoried facilities and municipal operations Considering the source of pollutants and sensitivity of receiving waters (e.g., Outstanding Resource Value Waters (ORVWs), impaired waters, trout streams, etc.), the permittee shall develop and implement BMPs that prevent or reduce pollutants in stormwater discharges from the small MS4 and from: (1) All inventoried facilities that discharge to the MS4, and (2) The following municipal operations that may contribute pollutants to stormwater discharges, where applicable- (a) Waste disposal and storage, including dumpsters (b) Management of temporary and permanent stockpiles of materials such as street sweepings, snow, deicing materials (e.g., salt), sand and sediment removal piles (c) Vehicle fueling, washing and maintenance (d) Routine street and parking lot sweeping (e) Emergency response, including spill prevention plans (f) Cleaning of maintenance equipment, building exteriors, dumpsters, and the disposal of associated waste and wastewater (g) Use, storage, and disposal of significant materials (h) Landscaping, park, and lawn maintenance (i) Road maintenance, including pothole repair, road shoulder maintenance, pavement marking, sealing, and repaving jj7 Right -of -way maintenance, including mowing (k) Application of herbicides, pesticides, and fertilizers (I) Cold - weather operations, including plowing or other snow removal practices, sand use, and application of deicing compounds c. Development and implementation of BMPs for MS4 discharges that may affect Source Water Protection Areas (Minn. R. 4720.5100 - 4720.5590) The permittee shall incorporate BMPs into the SWPPP to protect any of the following drinking water sources that the M54 discharge may affect, and the permittee shall include the map of these sources with the SWPPP if they have been mapped: (1) Wells and source waters for DWSMAs identified as vulnerable under Minn. R. 4720.5205, 4720.5210, and 4724.5330 (2) Source water protection areas for surface intakes identified in the source water assessments conducted by or for the Minnesota Department of Health (MDH) under the federal Safe Drinking Water Act, U.S.G. §§ 300j —13 d. Fond Assessment Procedures and Schedule The permittee shall develop procedures and a schedule for the purpose of determining the TSS and TP treatment effectiveness of all permittee owned /operated ponds constructed and used for the collection and treatment of stormwater, The schedule (which may exceed this permit term) shall be based on measureable goals and priorities established by the permittee. Page 20 of 38 Permit No: MNR040000 e. Inspections (1) Unless inspection frequency is adjusted as described below, the permittee shall conduct annual inspections of structural stormwater BIVMPs (excluding stormwater ponds which are under a separate schedule below) to determine structural integrity, proper function and maintenance needs. Inspections of structural stormwater BMPs shall be conducted annually unless the permittee determines if either of the following conditions apply: 1) Complaints received or patterns of maintenance indicate a greater frequency is necessary, or 2) Maintenance or sediment removal is not required after completion of the first two annual inspections; in which case the permittee may reduce the frequency of inspections to once every two (2) years. However, existing permittees are authorized under this permit to continue using inspection frequency adjustments, previously determined under the generol stormwater permit forsmall MS4s No.MNld040000, effective June 1, 2006, provided that documentation requirements in Part III.D.6.h(2) are satisfied. (2) Prior to the expiration date of this permit, the permittee shall conduct at least one inspection of all ponds and outfa'lls (excluding underground outfalls) in order to determine structural integrity, proper function, and maintenance needs. (3) The permittee shall conduct quarterly inspections of stockpiles, and storage and material handling areas as inventoried in Part III.D.6.a, to determine maintenance needs and proper function of BMPs. I. Maintenance Based on inspection findings, the permittee shall determine if repair, replacement, or maintenance measures are necessary in order to ensure the structural integrity, proper function, and treatment effectiveness of structural stormwater BMPs. Necessary maintenance shall be completed as soon as possible to prevent or reduce the discharge of pollutants to stormwater. g. Employee Training The permittee shall develop and implement a stormwater management training program commensurate with employee's job - +duties as they relate to the permittee's SWPPP, including reporting and assessment activities. The permittee may use training materials from the United States Environmental Protection Agency (USEPA), state and regional agencies, or other organizations as appropriate to meet this requirement. The employee training program shall: (1) Address the importance of protecting water quality (2) Cover the requirements of the permit relevant to the job duties of the employee (3) Include a schedule that establishes initial training for new and/or seasonal employees, and recurring training intervals for existing employees to address changes in procedures, practices, techniques, or requirements Page 21 of 38 Permit No: MNR040000 h. Documentation of the following information: (1) Date(s) and description of findings of all inspections conducted in accordance with Part IiI.D.6.e (2) Any adjustments to inspection frequency as authorized under Part III.D.6.e(1) (3) A description of maintenance conducted, including dates, as a result of inspection findings (4) Pond sediment excavation and removal activities, including, (a) The unique ID number (consistent with that required in Part iiI.C.2.a) of each stormwater pond from which sediment is removed (b) The volume (e.g., cubic yards) of sediment removed from each stormwater pond (c) Results from any testing of sediment from each removal activity (d) Location(s) of final disposal of sediment from each stormwater pond (5) Employee stormwater management training events, including a list of topics covered, names of employees in attendance, and date of each event E. Discharges to Impaired Waters with a USEPA- Approved TMDL that Includes an Applicable WLA For each applicable WLA approved prior to the effective elate of this permit, the BMPs included in the compliance schedule at application constitute a discharge requirement for the permittee. The permittee shall demonstrate continuing progress toward meeting each discharge requirement, on a form provided by the Commissioner, by submitting the following: An assessment of progress toward meeting each discharge requirement, including a list of all BMPs being applied to achieve each applicable WLA. For each structural stormwater BMP, the permittee shall provide a unique identification (ID) number and geographic coordinate. If the listed structural stormwater BMP is also inventoried as required by Part IIi.C.2, the same ID number shall be used. 2. A list of all BMPs the permittee submitted at the time of application in the SWPPP document compliance schedule(s) and the stage of implementation for each BMP, including any BMPs specifically identified for the small MS4 in the TMDL report that the permittee plans to implement 3. An up -dated estimate of the cumulative reductions in loading achieved for each pollutant of concern associated with each applicable WLA 4. An up -dated narrative describing any adaptive management strategies used (including projected dates) for making progress toward achieving each applicable WLA Page 22 of 38 Permit No: MNR040000 F. Alum or Ferric Chloride Phosphorus Treatment Systems If the permittee uses an alum or ferric chloride phosphorus treatment system, the permittee shall comply with the following: 1. Minimum Requirements of an Alum or Ferric Chloride Phosphorus Treatment System a. Limitations (1) The permittee shall use the treatment system for the treatment of phosphorus in stormwater. Non - stormwater discharges shall not be treated by this system. (2) The treatment system must be contained within the conveyances and structural stormwater BMPs of a small MS4. The utilized conveyances and structural stormwater BMPs shall not include any receiving waters. (3) Phosphorus treatment systems utilizing chemicals other than alum or ferric chloride must receive written approval from the Agency. (4) In -lake phosphorus treatment activities are not authorized under this permit. b. Treatment System Design (1) The treatment system shall be constructed in a manner that diverts the stormwater flow to be treated from the main conveyance system. (2) A High Flow Bypass shall be part of the inlet design. (3) A flocculent storage/settling area shall be incorporated into the design, and adequate maintenance access must be provided (minimum of 8 feet wide) for the removal of accumulated sediment. 2. Monitoring during Operation a. A designated person shall perform visual monitoring of the treatment system for proper performance at least once every seven (7) days, and within 24 hours after a rainfall event greater than 2.5 inches in 24 hours. Following visual monitoring which occurs within 24 hours after a rainfall event, the next visual monitoring must be conducted within seven (7) days after that rainfall event. b. Three benchmark monitoring stations shall be established. Table B -1 shall be used for the parameters, units of measure, and frequency of measurement for each station. c. Samples shall be collected as grab samples or flow - weighted 24 -hour composite samples. d. Each sample, excluding pH samples, must be analyzed by a laboratory certified by the M D H and /orthe MPCA, and: (1) Sample preservation and test procedures for the analysis of pollutants shall conform to 40 CFR Part 136 and Minn. R. 7041.3200. (2) Detection limits for dissolved phosphorus, dissolved aluminum, and dissolved iron shall be a minimum of 5 micrograms per liter (pg/L), 10 pg/L, and 20 pg/L, respectively. (3) pH must be measured within 15 minutes of sample collection using calibrated and maintained equipment. Page 23 of 38 Permit No: MNR040000 Table B -1: Monitoring Parameters During Operation Station Alum Parameters Ferric Parameters Units Frequency Upstream- Total Phosphorus Total Phosphorus mg /L 1 x week Background Dissolved Phosphorus Dissolved Phosphorus mg /L 1 x week Total Aluminum Total Iron mg /L 1 x month Dissolved Aluminum Dissolved Iron mg /L 1 x week pH pH SU 1 x week Flow Flow Mgd Daily Alum or Ferric Alum Ferric Gallons Daily Total Dosed Chloride Feed In Gallons Discharge Total Phosphorus Total Phosphorus mg /L 1 x week From Dissolved Phosphorus Dissolved Phosphorus mg /L 1 x week Treatment Total Aluminum Total Iron mg /L 1 x month Dissolved Aluminum Dissolved Iron mg /L 1 x week pH pH SU 1 x week Flow Flow Mgd Daily e. In the following situations, the permittee shall perform corrective action(s) and immediately notify the Minnesota Department of Public Safety Duty Officer at 1 -800- 422 -0798 (toll free) or 651 -649 -5451 (Metro area): (1) The pH of the discharged water is not within the range of 6.0 and 9.0 (2) Any indications of toxicity or measurements exceeding water quality standards (3) A spill, as defined in Minn. Stat. § 115.01, subd, 13, of alum or ferric chloride 3. Reporting and Recordkeeping a. Annual Reporting The permittee shall submit the following information with the Annual Report in Part IV.B. The Annual Report must include a month -by -month summary of: (1) Date(s) of operation (2) Chemicals) used for treatment (3) Gallons of water treated (4) Gallons of alum or ferric chloride treatment used (5) Calculated pounds of phosphorus removed (6) Any performance issues and the corrective action(s), including the date(s) when corrective action(s) were taken b. On -Site Recordkeeping A record of the following design parameters shall be kept on -site: (1) Site- specific jar testing conducted using typical and representative water samples in accordance with ASTM D2035 -08 (2003) (2) Baseline concentrations of the following parameters in the influent and receiving waters: Page 24 of 38 Permit NQ: MNR040000 (a) Aluminum or Cron (b) Phosphorus (3) The following system parameters and how each was determined: (a) Flocculent settling velocity (b) Minimum required retention time (c) Rate of diversion of stormwater into the system (d) The flow rate from the discharge of the outtet structure (e) Range of expected dosing rates 4. Treatment System Management The following site - specific procedures shall be developed and a copy kept on -site: a, Procedures for the installation, operation and maintenance of all pumps, generators, control systems, and other equipment b. Specific parameters for determining when the solids must be removed from the system and how the solids will be handled and disposed of c. Procedures for cleaning up and /or containing a spill of each chemical stored on -site G. stormwater Pollution Prevention Program (SWPPP) Modification 1. The Commissioner may require the permittee to modify the SWPPP as needed, in accordance with the procedures of Minn. R. 7001, and may consider the following factors: Discharges from the small MS4 are impacting the quality of receiving waters. More stringent requirements are necessary to comply with state or federal regulations. Additional conditions are deemed necessary to comply with the goals and applicable requirements of the Clean Water Act and protect water quality. Modifications that the permittee chooses to make to the SWPPP document developed under Part N.D, other than modifications authorized in Part III.G.3 below, must be approved by the Commissioner in accordance with the procedures of Minn. R. 7001. All requests must be in writing, setting forth schedules for compliance. The request must discuss alternative program modifications, assure compliance with requirements of the permit, and meet other applicable laws. The SWPPP document may only be modified by the permittee without prior approval of the Commissioner provided it is in accordance with a. or b. below, and the Commissioner is notified of the modification in the Annual Report for the year the modification is made. a. A BMP is added, and none subtracted, from the SWPPP document. A less effective BMP identified in the SWPPP document is replaced with a more effective BMP. The alternate BMP shall address the same, or similar, concerns as the ineffective or failed BMP. �Wenck Engineers • Scientists Business Professionals TECHNICAL MEMORANDUM TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E DATE: June 5, 2013 SUBJECT: Lennar Lift Station Analysis 1.0 BACKGROUND Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479 -4200 Fax (763) 479 -4242 wenckmp @wenck.com www.wenck.com The initial Feasibility Study reviewed the sewer routes and alignments for the Lennar development. The study showed the lift station on the Lennar property (northeast corner) and subsequently council requested additional analysis on the feasibility of locating the lift station near Lions Park, or gravity to MCES. The original comprehensive sewer plan showed gravity from the north of CR 10 to the Elm Creek gravity line at the south end of Lions' Park. This has subsequently been changed to an MCES lift station north of CR 10 (Schommer property); however, it was requested Wenck look at the feasibility of reversing flow for gravity to the north (eliminating the lift station) or, if there is a better location for the lift station. 2.0 SCOPE Three options (A, B, and C) have been identified for serving the Lennar development and the SE sewer area. Two options utilize a lift station and the other is a strictly gravity option. Each option has challenges, benefits and impacts that are explained below and cost estimates for each option have been included in Table 1. All options assume an invert of 941 at the Lennar development. This invert allows the area shown in Figure 1 to be served through Lennar. 3.0 COUNCIL CONSIDERATIONS Council discussion can center on the location of the lift station. The two choices are Lennar property or Lions' Park. (The 50 foot deep gravity system is feasible from an engineering perspective, but this impacts properties, utilities, roads and future maintenance.) Cost is one consideration and service pros and cons are described below. Gravity to MCES • Pros • Eliminates Lift Station and long term pumping and maintenance costs • Provides lateral benefit to Lions Park (with some on -site costs to hook into deep sewer) • Cons • Deep cuts • Higher construction cost • Large area impact across Lions Park and north of CR 10 (Schommer) • Groundwater pressure creates infiltration and inflow t:\ 2294 - corcoran \17 - lennar \feasibility study \memo \lennar lift station memo.docx Technical Memo Lennar Lift Station Analysis The City of Corcoran, MN June 5, 2013 • Future access to repair deep pipe will be a challenge • Questionable soils across residential rear yards Lennar Location • Pros • Property currently under development and accessible • Provides sewer to immediately developing area • Uses public ROW with some additional CR 101 easement necessary • Lowest construction costs for 2014 project • Cons • Small lateral system will need to be installed in future along CR 101 residential (10 parcels) • Lions' Park needs the lateral system through residential properties to Lennar site, (or go north under CR 10). • Two pipes will be adjacent to residential properties. (Gravity goes south, then force main goes north). Lions' Park Location • Pros • Lions' Park sewer service available Year 1 • Lift station in undeveloped area with one adjacent resident • Residential along CR 101 can utilize gravity line to Lions' Park location • Moderate construction costs for 2014 • Cons • Need easement for installation across residential properties prior to servicing Lennar • Questionable soils across residential rear yards 4.0 TECHNICAL DISCUSSION 4.1 Option A- Gravity under CR 10 to MCES (Not Recommended) Construction Cost -- $2.6M Lateral Benefit included in project Eliminates Future Lions Park Onsite Costs -$350,000 Eliminates Future Residential Costs -$400,000 Option A would eliminate any City lift stations by installing gravity sewer from the Lennar development to the MCES Lift Station. The alignment of this option would exit the north boundary of the development and proceed diagonally to the northeast across rear yards of existing privately owned 2 T:\ 2294 - Corcoran \17 - Lennar \Feasibility Study \Memo \Lennar Lift Station Memo.docx ' We n c k Technical Memo Lennar Lift Station Analysis The City of Corcoran, MN June 5, 2013 parcels to the Lions' Club property. The sewer line would then proceed north on the west side of Brockton Lane and then cross CSAH 10, where the line will be installed west of the existing easement to the MCES Lift Station. This route achieves "lateral benefit" in that the parcels impacted by the construction of the trunk line, receive "benefit" of eliminating future cost of installing a lateral sewer line. North of CSAH 10, the gravity line would need to be located in a new easement due to the depth and potential impacts to the existing force main and water main. This option will require cuts in excess of 50' through parts of the Lions' Club property. The resulting trench width impact will require the line to be located at least 50' west of Brockton Lane. In light of this constraint, the preferred location of the deep line is under Brockton Lane in order to minimize the impact to the Lions' Club property. Brockton Lane could be restored or it could be used as a maintenance service drive in the future, with Maple Grove agreement. This option allows all private properties along the route and the Lions' Club property to be served once installed; however, the 50 foot cut (although feasible) is deeper than typical installations. This option assumes that: • Geotechnical investigation shows excavation of trench depth in excess of 50' is feasible. • Temporary easements to accommodate deep trenches and associated construction activities are able to be obtained. • Existing utilities can be protected throughout the installation of the gravity line. • Sewer can be installed in Brockton Lane ROW with Maple Grove approval. • Additional permanent easements can be obtained along Brockton Lane where the existing easements are not sufficient due to the depth of the line. • CSAH 10 casing depth is feasible. • Easement north of CSAH 10 and west of existing utilities can be obtained. This is necessary in order to maintain the integrity of the existing utilities. • Easements can be obtained from residents and Lions Park. 4.2 Option B- Lennar Lift Station Construction Cost -- $1.01M Lions Park Future On Site Costs $350,000 Future Residential costs $400,000 Lateral Benefit None Ultimate Construction cost for system $1.76M Option B includes a lift station at the Lennar development with a force main to the MCES Lift Station. The force main will head east from the Lennar development along White Tail Trail. It will cross CSAH 101 and proceed north along the east side of CSAH 101 until the southern property line of the Lions' Club 3 T:\ 2294 - Corcoran \17 - Lennar \Feasibility Study \Memo \Lennar Lift Station Memo.docx ' We n c k Technical Memo Lennar Lift Station Analysis The City of Corcoran, MN June 5, 2013 has been reached. It will then cross CSAH 101 onto the Lions' Club property, where it will continue north on the west side of CSAH 101. It will then cross CSAH 10 into the existing easement to the MCES Lift Station. This option also includes a gravity sewer from the Lions' Club property south to the Lennar lift station in order to serve the existing private homes along CSAH 101 and the Lions' Club property. Since the Lennar development will be served by the lift station, the gravity portion can be added at a later time. This option assumes that: • 20' permanent easements through Lions' Club property can be obtained for force main installation. • Gravity portion can be installed at a later date as need arises and temporary easements of 160' would be able to be obtained for gravity line. • Additional 30' permanent easements will be needed at the time that the gravity line is installed. • Geotechnical investigation shows excavation of trench depth in excess of 30' is feasible. • Private owners of parcels (same as prior development) will grant necessary permanent and temporary easements for installation and maintenance of the force main. • The Lions' Club will grant a minimum of a 20 foot easement for the installation and maintenance of the force main. • The force main will be able to be open cut through the existing terrain. • Access to the force main for maintenance and repairs will be difficult due to private ownership of parcels, with access points at either end of the force main. Low areas could present a problem. • The alignment of the force main would favor the outer edges of existing wetlands, requiring restrained joint pipe due to the poor soils. 4.3 Option C- Lions' Park Lift Station Construction Cost -- $1.2M Lateral Benefit included in project Eliminates Residential costs -$400,000 Future Lions' Park Onsite Costs $350,000 Ultimate Construction cost for system $1.55M Note: Soft costs will increase due to additional easements needed for residential and Lions Park Option C installs a trunk gravity sewer from the Lennar development across rear yards to the southern edge of the Lions' Club property where the lift station would be located. A force main is installed from this location to the MCES lift station. The Lions' Club property is easily served by a gravity sewer that runs south to the lift station, which can be installed at a later date. The existing homes off of CSAH 101 are served directly into the gravity line that runs from the Lennar development to the lift station. 4 T:\ 2294 - Corcoran \17 - Lennar \Feasibility Study \Memo \Lennar Lift Station Memo.docx We n c k Technical Memo Lennar Lift Station Analysis The City of Corcoran, MN June 5, 2013 This option assumes that: • Lions' Club property would be obtained for lift station location. • Gravity line to serve Lions' Club property can be installed at a later date as development occurs. • Temporary easements of 140' are able to be obtained for gravity line through existing residential parcels. • 20' permanent easement through Lions' Club property for force main can be obtained. • 60' permanent easement through Lions' Club property at the time the gravity line is installed can be obtained. • 40' permanent easement through residential properties can be obtained 5.0 Timing of Costs The City will establish its first enterprise funds in 2013/2014 and therefore timing of costs is a discussion point. 2014 Future Ultimate Gravity $2.61VI On -site laterals $2.61VI Lennar location $1.01M $400K Residential $1.76M $350K Lions Park Lions Park location $1.2M* $350K Lions Park $1.55M Higher soft costs will occur to obtain easements in 2014. 5 T:\ 2294 - Corcoran \17 - Lennar \Feasibility Study \Memo \Lennar Lift Station Memo.docx .--�� We n c k Tables Table 1 Sewer Cost Summary Table Construction Cost Summary Total Cost Option A: Gravity Gravity Sewer $ 2,600,000 to MCES Total $ 2,600,000 Option B: Shallow, Gravity Sewer for Residential $ 400,000 Lennar Forcemain $ 1,010,000 Location Total $ 1,410,000 Option C: Deep, Trunk Gravity Sewer from Lennar to Lions' Park $ 590,000 Lions' Park $ 580,000 Location IForcemani Total $ 1,170,000 ILions'Park Onsite Sewer Costs $ 350,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Table 2 Option A: Construction Costs for Gravity Sewer under CR10 to MCES Total Sewer Construction: $ 2,180,250 Contingency (20 %) $ 436,000 Rounded Total $ 2,600,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Gravity Sewer to MCES Item No. Description Unit Quantity Unit Cost Amount 1 Tree Clearing Acre 2 $ 10,000 $ 20,000 2 Protect Existing Utilities Lump Sum 1 $ 10,000 $ 10,000 3 Erosion Control Lump Sum 1 $ 40,000 $ 40,000 4 18 -inch Gravity Sewer 15' to 20' Deep Lineal Feet 410 $ 70 $ 28,700 5 18 -inch Gravity Sewer 20' to 25' Deep Lineal Feet 2,210 $ 90 $ 198,900 6 18 -inch Gravity Sewer 25' to 30' Deep Lineal Feet 410 $ 110 $ 45,100 7 18 -inch Gravity Sewer 30' to 35' Deep Lineal Feet 210 $ 130 $ 27,300 8 18 -inch Gravity Sewer 35' to 40' Deep DIP Lineal Feet 450 $ 180 $ 81,000 9 18 -inch Gravity Sewer 40' to 45' Deep DIP Lineal Feet 425 $ 210 $ 89,250 10 18 -inch Gravity Sewer 45' to 50' Deep DIP Lineal Feet 1,450 $ 240 $ 348,000 11 18 -inch Gravity Sewer 50' to 55' Deep DIP Lineal Feet 600 $ 270 $ 162,000 12 4 -foot Diameter Sanitary Sewer MH Each 19 $ 5,000 $ 95,000 13 4 -foot Diameter Sanitary Sewer MH Depth over 12' Lineal Feet 350 $ 130 $ 45,500 14 Sanitary Sewer Service Stub Each 8 $ 3,000 $ 24,000 15 Improved Pipe Foundation Lineal Feet 3,800 $ 10 $ 38,000 16 Easements w/ Legal, Appraisal, etc. (Permanent) Acre 8 $ 30,000 $ 240,000 17 Easements w/ Legal, Appraisal, etc. (Temporary) Acre 9 $ 8,000 $ 72,000 18 Pavement Removal SY 60,000 $ 5 $ 300,000 19 24" Steel Jacked Casing (CSAH 10) Lineal Feet 200 $ 600 $ 120,000 20 20' Bituminous Driveway Lineal Feet 900 $ 100 $ 90,000 21 Restoration Acre 17 $ 5,000 $ 85,000 22 Wetland Restoration Acre 2 $ 6,000 $ 12,000 23 Remove and Replace Culvert Each 1 $ 4,000 $ 4,000 24 Remove and Replace Driveway Each 1 $ 4,500 $ 4,500 Total Sewer Construction: $ 2,180,250 Contingency (20 %) $ 436,000 Rounded Total $ 2,600,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Table 3 Option B: Lennar Location Sewer Construction Costs Total Sewer Construction: $ 330,110 Contingency (20 %) $ 66,000 Rounded Total $ 400,000 Residential Gravity to Lennar Item No. Description Unit Quantity Unit Cost Amount 1 Tree Clearing Acre 2 $ 10,000 $ 20,000 2 Erosion Control Lump Sum 1 $ 12,000 $ 12,000 3 8 -inch Gravity Sewer < 15' Deep Lineal Feet 1,400 $ 30 $ 42,000 4 8 -inch Gravity Sewer 15' to 20' Deep Lineal Feet 825 $ 50 $ 41,250 5 8 -inch Gravity Sewer 20' to 25' Deep Lineal Feet 175 $ 70 $ 12,250 6 8 -inch Gravity Sewer 25' to 30' Deep Lineal Feet 0 $ 90 $ - 7 8 -inch Gravity Sewer 30' to 35' Deep Lineal Feet 110 $ 110 $ 12,100 8 4 -foot Diameter Sanitary Sewer MH Each 9 $ 5,000 $ 45,000 9 4 -foot Diameter Sanitary Sewer MH Depth over 12' Lineal Feet 27 $ 130 $ 3,510 10 Sanitary Sewer Service Connection Each 8 $ 3,000 $ 24,000 11 Improved Pipe Foundation Lineal Feet 2,000 $ 10 $ 20,000 12 Easements w/ Legal, Appraisal, etc. (Permanent) Acre 2 $ 30,000 $ 60,000 13 Easements w/ Legal, Appraisal, etc. (Temporary) Acre 2 $ 8,000 $ 16,000 14 Site Restoration Acre 2 $ 5,000 $ 10,000 15 Wetland Restoration Acre 2 $ 6,000 $ 12,000 Total Sewer Construction: $ 330,110 Contingency (20 %) $ 66,000 Rounded Total $ 400,000 Total Sewer Construction: $ 840,050 Contingency (20 %) $ 168,000 Rounded Total $ 1,010,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Forcemain to MCES Item No. Description Unit Quantity Unit Cost Amount 1 Protect Existing Utilities Lump Sum 1 $ 10,000 $ 10,000 2 Tree Clearing Each 5 $ 400 $ 2,000 3 Erosion Control Lump Sum 1 $ 12,000 $ 12,000 4 6 -inch Sewer Forcemain - Open Cut Lineal Feet 5,140 $ 30 $ 154,200 5 6 -inch Sewer Forcemain - Directional Drill Lineal Feet 2,450 $ 55 $ 134,750 6 Jacked Steel Casing (CR 10 & CR 10 1) (3 crossings) Lineal Feet 300 $ 350 $ 105,000 7 Sanitary Sewer Forcemain Air Release Manhole Each 3 $ 27,000 $ 81,000 8 6" Gate Valve Each 1 $ 1,700 $ 1,700 9 Lift Station Lump Sum 1 $ 120,000 $ 120,000 10 Lift Station Site Work Lump Sum 1 $ 20,000 $ 20,000 11 90 Degree Bends Each 6 $ 1,000 $ 6,000 12 45 Degree Bends Each 4 $ 800 $ 3,200 13 Misc. traffic control, testing, etc. Lump Sum 1 $ 40,000 $ 40,000 14 Connect to Existing Structure Each 1 $ 10,000 $ 10,000 15 Gravel Road Restoration SY 850 $ 10 $ 8,500 16 Remove /Replace Culvert Each 5 $ 4,000 $ 20,000 17 Remove /Replace Access Driveway Each 5 $ 4,500 $ 22,500 16 Site Restoration Acre 5 $ 5,000 $ 25,000 17 Wetland Restoration Acre 0.2 $ 6,000 $ 1,200 18 Easements w/ Legal, Appraisal, etc,(Permanent) Acre 1.5 $ 30,000 $ 45,000 19 Easements w/ Legal, Appraisal, etc.(Temporary) Acre 2.3 $ 8,000 $ 18,000 Total Sewer Construction: $ 840,050 Contingency (20 %) $ 168,000 Rounded Total $ 1,010,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Table 4 Option C: Lions' Park Location Sewer Construction Costs Total Sewer Construction: $ 492,150 Contingency (20 %) $ 98,000 Rounded Total $ 590,000 Deep, Trunk Gravity from Lennar to Lions' Park Item No. Description Unit Quantity Unit Cost Amount 1 Tree Clearing Acre 2 $ 10,000 $ 20,000 2 Erosion Control Lump Sum 1 $ 12,000 $ 12,000 3 18 -inch Gravity Sewer < 15' Deep Lineal Feet 250 $ 50 $ 12,500 4 18 -inch Gravity Sewer 15' to 20' Deep Lineal Feet 0 $ 70 $ - 5 18 -inch Gravity Sewer 20' to 25' Deep Lineal Feet 2,100 $ 90 $ 189,000 6 18 -inch Gravity Sewer 25' to 30' Deep Lineal Feet 160 $ 110 $ 17,600 7 18 -inch Gravity Sewer 30' to 35' Deep Lineal Feet 0 $ 130 $ - 8 4 -foot Diameter Sanitary Sewer MH Each 8 $ 5,000 $ 40,000 9 4 -foot Diameter Sanitary Sewer MH Depth over 12' Lineal Feet 85 $ 130 $ 11,050 10 Sanitary Sewer Service Connection Each 8 $ 3,000 $ 24,000 11 Improved Pipe Foundation Lineal Feet 2,000 $ 10 $ 20,000 12 Easements w/ Legal, Appraisal, etc. (Permanent) Acre 3 $ 30,000 $ 90,000 13 Easements w/ Legal, Appraisal, etc. (Temporary) Acre 3 $ 8,000 $ 24,000 14 Site Restoration Acre 4 $ 5,000 $ 20,000 15 Wetland Restoration Acre 2 $ 6,000 $ 12,000 Total Sewer Construction: $ 492,150 Contingency (20 %) $ 98,000 Rounded Total $ 590,000 Total Sewer Construction: $ 487,250 Contingency (20 %) $ 97,000 Rounded Total $ 580,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Forcemain from Lions' Park to MCES Item No. Description Unit Quantity Unit Cost Amount 1 Protect Existing Utilities Lump Sum 1 $ 10,000 $ 10,000 2 Erosion Control Lump Sum 1 $ 8,000 $ 8,000 3 6 -inch Sewer Forcemain - Open Cut Lineal Feet 3,875 $ 30.00 $ 116,250 4 Jacked Steel Casing (CR 10) (1 crossing) Lineal Feet 100 $ 350.00 $ 35,000 5 Sanitary Sewer Forcemain Air Release Manhole Each 2 $ 27,000 $ 54,000 6 6" Gate Valve Each 1 $ 1,700 $ 1,700 7 Lift Station Lump Sum 1 $ 120,000 $ 120,000 8 Lift Station Site Work Lump Sum 1 $ 20,000 $ 20,000 9 90 Degree Bends Each 2 $ 1,000 $ 2,000 10 45 Degree Bends Each 2 $ 800 $ 1,600 11 Misc. traffic control, testing, etc. Lump Sum 1 $ 15,000 $ 15,000 12 Connect to Existing Structure Each 1 $ 10,000 $ 10,000 13 Remove /Replace Culvert Each 2 $ 4,000 $ 8,000 14 Remove /Replace Access Driveway Each 2 $ 4,500 $ 9,000 15 Site Restoration Acre 4 $ 5,000 $ 20,000 16 Wetland Restoration Acre 0.2 $ 6,000 $ 1,200 17 Easements w/ Legal, Appraisal, etc.(Permanent) Acre 1.5 $ 25,000 $ 37,500 18 Easements w/ Legal, Appraisal, etc.(Temporary) Acre 2.3 $ 8,000 $ 18,000 Total Sewer Construction: $ 487,250 Contingency (20 %) $ 97,000 Rounded Total $ 580,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Table 5 Lions' Park Onsite Costs Total Sewer Construction: $ 295,750 Contingency (20 %) $ 59,000 Rounded Total $ 350,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Gravity Sewer Option For Lion's Club Property Item No. Description Unit Quantity Unit Cost Amount 1 Tree Clearing Acre 0 $ 10,000 $ - 2 Erosion Control Lump Sum 1 $ 5,000 $ 5,000 3 8 -inch Gravity Sewer < 15' Deep Lineal Feet 275 $ 30 $ 8,250 4 8 -inch Gravity Sewer 15' to 20' Deep Lineal Feet 50 $ 50 $ 2,500 5 8 -inch Gravity Sewer 20' to 25' Deep Lineal Feet 75 $ 70 $ 5,250 6 8 -inch Gravity Sewer 25' to 30' Deep Lineal Feet 470 $ 90 $ 42,300 7 8 -inch Gravity Sewer 30' to 35' Deep Lineal Feet 700 $ 110 $ 77,000 8 4 -foot Diameter Sanitary Sewer MH Each 5 $ 5,000 $ 25,000 9 4 -foot Diameter Sanitary Sewer MH Depth over 12' Lineal Feet 65 $ 130 $ 8,450 10 Sanitary Sewer Service Connection Each 8 $ 3,000 $ 24,000 11 Improved Pipe Foundation Lineal Feet 100 $ 10 $ 1,000 12 Easements w/ Legal, Appraisal, etc. (Permanent) Acre 2 $ 30,000 $ 60,000 13 Easements w/ Legal, Appraisal, etc. (Temporary) Acre 2 $ 8,000 $ 16,000 14 Site Restoration Acre 3 $ 5,000 $ 15,000 15 Wetland Restoration Acre 1 $ 6,000 $ 6,000 Total Sewer Construction: $ 295,750 Contingency (20 %) $ 59,000 Rounded Total $ 350,000 T:\ 2294- Corcoran \17- Lennar\Feasibility Study \Gravity Sewer Estimated Costs 06 -03 -13 Figures "~ Legend ® Municipal Boundary Sewer Node Sanitary Sewer Service Area > Sanitary Sewer Lines .. Sewer Subdistricts As -Built Sanitary Sewer Lennar Service Area E -D r f� i r f a o F 1�. S 4 a � y 1 Aerial Photograph (Source: Bing Maps) 1,500 750 0 11500 N Feet 'a[h: L: \2294 \10 \mxd \2013 En Plan \Trunk Sanitary Se er.mxd CITY OF CORCORAN Lions Park and Lennar Service Area i' 116 Air I SE -AC L__ 1W L� �A Wenck JUN 201 , Engineers - Scientists Business Professionals 1800 Pioneer Creek Center Maple Plain, MN 55359 -0429 Figure 1 www.wenck.com 1- 800 - 472 -2232 I r TRENCH WIDTH /PERMANENT EASEMENT AREA EXISTING EASEMENT AREA t PROPOSED GRAVITY SEWER r lit. • `, 11 i H 1 4 f R 0 200 400 GRAPHIC SCALE IN FEET r ` Ill. • I SEAL PRIME CONSULTANT PROJECT TITLE SHEET TITLE 6 GRAVITY SEWER Wenck OPTION A CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE 0 W—k Aeanni.tea, Inc. Web S11.: ......nck.mm SDL C...atn g sue.... SCALE PROJECT NO. SHEET NO. REV NO. REVISION DESCRIPTION OWN APP REV DATE 2294 -17 I �I `• 1 3 I Pe - LEGEND ✓ TRENCH WIDTH /PERMANENT EASEMENT AREA ® EXISTING EASEMENT AREA PROPOSED GRAVITY SEWER PROPOSED FORCEMAIN Am L >r I T ,rkA FM -FM -FM FM FM FM -- __ 46 1 0 200 400 GRAPHIC SCALE IN FEET r i J REVISION DESCRIPTION DWN APP REV DATE PRIME CONSULTANT Wenck OW .. k AaeoMetea, Inc. Web Sit.: ....wenck.mm C...wbme En m. 1 ) 416. y e SHEET TITLE GRAVITY SEWER OPTION B CITY OF CORCORAN OWN BY CHK'D APP'D DWG DATE SDL I SCALE PROJECT NO. SHEET NO. REV NO. 2294 -17 s • A-dw--mw • I —,fN —FAA— — Fi.I-- -Ffn -- IF.".: `E�d-- -_. -�i,- - - -- i 0 Vr 'LEGEND TRENCH WIDTH /PERMANENT EASEMENT AREA d om EXISTING EASEMENT AREA • � L � �� PROPOSED GRAVITY SEWER Al -� PROPOSED FORCEMAIN - SEAL PRIME CONSULTANT PROJECT TITLE SHEET TITLE Wenck GRAVITY SEWER OPTION C 0 200 400 CITY OF CORCORAN DWN BY CHK'D APP'D DWG DATE m W—k Aeanclatea, Inc. Web Sile: ....wenck.mm cooa�tn..e eog--- SDL ISCALE GRAPHIC SCALE IN FEET PROJECT N0. SHEET N0. REV N0. REV REVISION DESCRIPTION DWN APP I REV DATE 2294 -17 d • d ----------- I ------------------ -------------------------- I I I I I' I I • I � i I -rT I I I I I I I I -I t �I �J r•Y 1^� , 1 ---------- 1 _ Y .A LEGEND PERMANENT EASEMENT AREA PROPOSED WATER MAIN SEAL PRIME CONSULTANT Wenck PROJECT TITLE LENNAR DEVELOPMENT SHEET TITLE — — EXISTING WATER MAIN CITY OF CORCORAN CHK'D APP'D DWG DATE PROPOSED HYDRANT 0 400 800 4, week Aea¢clatea, I¢c. Web Sile: www.wenck.mm C•v.atH g s¢s— SCALE EDWNBY N0. —17 SHEET NO. PROPOSED HYDRANT GRAPHIC SCALE IN FEET REV REVISION DESCRIPTION DWN APP REV DATE Wenck Engineers • Scientists Business Professionals TECHNICAL MEMORANDUM TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E DATE: June 6, 2013 SUBJECT: DRAFT Regional Development Study Council Action Council can advise staff on further refinements of the study. Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472 -2232 (763) 479 -4200 Fax (763) 479 -4242 wenckmp @wenck.com www.wenck.com Summary The Regional Development Study was authorized to calculate area charges for trunk water and sewer system, along with transportation costs. The work can be utilized in setting policy and charges for upcoming developments and serves as a long -term tool which can be modified as the system is built out. Next Steps • Further analysis on Subdistrict Transportation Costs (See Section 6.0) • Transmit draft to Northland Financial for financial modeling • Utilize information to estimate impacts to Lennar, downtown businesses, and other potential infrastructure projects t: \2294 - corcoran \10 -sewer and water planning (tif districts) \2013 engineering and planning \cover memo regional study draft.docx Wenck File We n c k JUNE #2294-10 1 Engineers 4c+ W) -P)usiness Professionals 1 � unmatched Service ��M strategic Advice �j technical Excellence DRAFT Regional Development Study Prepared for: CITY OF CORCORAN 8200 County Road 116 Corcoran, MN 55340 Prepared by: WENCK ASSOCIATES, INC. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, Minnesota 55359 -0249 (763) 479 -4200 Table of Contents 1.0 EXECUTIVE SUMMARY .................................................................. ............................1 -1 2.0 INTRODUCTION ............................................................................ ............................2 -1 3.0 LAND AREA REVIEW ...................................................................... ............................3 -1 4.0 SANITARY SEWER ......................................................................... ............................4 -1 4.1 Flow generation ...................................................................... ............................4 -1 4.2 Cost Estimate and Trunk Charge ............................................. ............................4 -2 5.0 WATER ......................................................................................... ............................5 -1 5.1 General .................................................................................... ............................5 -1 5.2 Cost Estimate .......................................................................... ............................5 -2 6.0 TRANSPORTATION ........................................................................ ............................6 -1 6.1 City street system ................................................................... ............................6 -1 6.2 Cost Estimate .......................................................................... ............................6 -1 TABLES 1 Sanitary Sewer Trunk Cost Estimate 2 Trunk Water System 3 Transportation System Trunk Cost Estimate 1 Trunk Sanitary Sewer System 2 Trunk Water System and SE District Study Boundary 3 City Street Subdistrict System APPENDICES A Trunk Sanitary Sewer Figures and Design Data (2030 Comprehensive Plan) B Trunk Water System Figure (2030 Comprehensive Plan) C Subdistrict Areas for Sewer and Water and Transportation (2030 Comprehensive Plan) D Distribution Model T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx i June 2013 1.0 Executive Summary The Regional Development Study was conducted to analyze and present infrastructure costs for the sewer, water, and City transportation system in southeast Corcoran. This area will be the first to receive municipal services and implement the 2030 Comprehensive Land Use Plan. The study reviewed costs for wastewater collection systems, water supply storage and distribution systems, and transportation costs for the major City roadways. It is recommended the Council review this report and utilize these costs in setting area and access charges for new development. The report is of significant use in setting policy and can be updated over the years as development occurs. 1 -1 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docX June 2013 2.0 Introduction Corcoran's 2030 Comprehensive Plan (June 2011) identifies the land use for the south east portion of the City. The land use in this area was first identified as being served by municipal sewer service in the 2020 plan, and the first installation of trunk sewer and water via Tax Increment Financing was completed in 2012. This TIF project has modified the overall system, also a result of Metropolitan Council Environmental Services (MCES) locating a lift station in Corcoran, rather than a gravity sewer system. The 2030 guided land use is the basis for calculating flows and density for sizing of infrastructure facilities to accommodate for Corcoran's growth. This calculation was first approached in 2005 with the completion of the "Comprehensive Utility Plan." An update of the calculation and costs of the infrastructure in the area known as "Southeast (SE) Corcoran" was the focus of this report. 2 -1 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx June 2013 3.0 Land Area Review The 2030 Plan proposed land uses are shown in Appendix A. There are eighteen (18) proposed land uses however, each land use does not generate a sewer flow or water demand (i.e. wetlands, ROW, etc.) therefore the land uses were compiled into four groups. • Public (Semi Public, Open Space, and Golf Course) • Existing Residential • Undevelopable (wetlands, wetland buffers, floodplains, collector /arterial road ROW) • Developable (Rural /Ag Residential, Ag Preserve, Low Density Residential, Med Density Residential, High Density Residential, Mixed Residential, Light Industrial, Business Park, Commercial, and Mixed Use) The purpose of this categorization is to quantify the developable area for the SE district as this land base will generate sewer flows, water demand, and transportation trips for needed infrastructure. The SE service boundary for this report (sewer and water) is shown as the red boundaries on Figures 1 and 2. The SE district was further divided into sub - districts for sewer (Appendix A), which allowed for more detailed analysis of land use to create wastewater flows. It should be recognized that the SE boundary in this report does not include the farthest southwest nodes SE 29 and 5E -30 (Appendix A) which could be added at a later date. The subdivision of the SE service area was based on several factors including: • Topography /natural features • Transportation corridors and • Proposed Land Uses 3 -1 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx June 2013 W e i i c I < The "developable area" was determined by subtracting the areas identified in the 2030 Plan as undevelopable, public, and existing residential from the overall total area. Existing residential properties were excluded from the calculations since timing for future connection to the system and /or redevelopment is unknown. Over time these parcels may connect and the benefit received by these parcels will be addressed by City policy. The total acreage for land use in the SE service area (for sewer and water) are as follows (Figure 1): Total Area 4,600 acres Minus Undevelopable 1,094 acres Public 163 acres Existing Residential 443 acres Total Developable 2,900 acres Transportation utilized a smaller analysis area for reasons discussed in Section 6. Future updates to this report will be warranted and necessary as the system is built out and the densities /demands and construction costs change over time with development of the SE area. 3 -2 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx June 2013 4.0 Sanitary Sewer 4.1 FLOW GENERATION The trunk sanitary sewer proposed to serve SE Corcoran into the Elm Creek Interceptor through Maple Grove is shown as a red boundary on Figure 1. As noted previously, the primary MCES system connection was planned to be a gravity interceptor at the City border south of Lions' Park. The connection location was modified in 2011 to the proposed MCES lift station north of CR 10. The collection system assumed in this report is based on the MCES lift station connection point. Options to modify the collection system for areas south of Lions' Park are included. The average wastewater flows generated within each of the sewer subdistricts were based on the corresponding land use from the 2030 Plan (Appendix A). The estimated average flows (see summary table on next page) were then multiplied by the developable acreages for each land use category. The table also incorporates acreages enabling a flow summary for SE Corcoran. 4.2 COST ESTIMATE AND TRUNK CHARGE The proposed trunk sanitary sewer system is shown in Figure 1. The current plan includes a total of two City lift stations (City Hall /Downtown LS — node 5E -14; Lennar LS — node 5E -24), which ultimately connect into the MCES lift station at Node SE -21. The total collection system cost estimate was based on linear feet of trunk pipe, estimated depths (greater depth is a higher cost), and assumed manhole spacing of approximately 300'. Right of way or easement costs were included for 10% of the length, assuming some trunk line is out of street ROW. The development of a typical trunk system is within public right of way or an easement adjacent to roadways. It is assumed other ROWS and easements will be dedicated as part of platting processes. 4 -1 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx June 2013 Summary Table of Wastewater Generation per Land Use Category Landuse in Southeast Corcoran Unit Rate Gallon /Acre /Da Southeast Corcoran acres Estimated Wastewater Flow (MGD Ag Preserve 0 135 0.000 Business Park 1000 0 0.000 Commercial 1000 71 0.071 Existing Residential 270 443 0.120 Golf Course 50 74 0.004 High Density Residential 2000 219 0.438 Light Industrial 1000 79 0.079 Low Density Residential 750 1796 1.347 Medium Density Residential 1050 114 0.120 Mixed Residential 1200 332 0.398 Mixed Use 1500 152 0.228 Parks/ Open Space 0 63 0.000 Public/ Semi Public 250 26 0.007 Rural /Ag Residential 0 2 0.000 Undevelopable 0 1094 0.000 Total 4600 2.81 T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \landuse \[Ultimate System Areas.xlsx]flow summary table The cost to construct the trunk sanitary sewer system to serve the developable areas of SE Corcoran is given in Table 1 (see the Tables section) and is summarized below: Estimated Cost: $8,500,000 Developable Acres: 2,900 Trunk Charge per acre: $3,000 Unit Price $160 per LF 4 -2 T: \2294- Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx June 2013 iNPncI< 5.0 Water 5.1 GENERAL The municipal water system to serve Corcoran consists of the following components: • Distribution System Trunk system and lateral water mains • Pressure Booster station to increase system pressures • Storage Elevated tanks to provide volume for peak demand and fire protection. • Supply Wells and cross connection to adjacent cities • Treatment Iron and manganese removal is a resident expectation A detailed report of the modeling conducted is included as Appendix D. The results of these model analyses show that the proposed distribution layout shown in Figure 2 will adequately supply the anticipated population in year 2030 with the following components; o A 5.7 MGD water supply (maximum day demand) • Maple Grove will supply 5 MGD • Corcoran wells and treatment for 0.7 MGD o A booster pump station to create a hydraulic grade line to 1,156 feet 0 6,500 LF of 8" pipe 0 22,000 LF of 10" pipe 0 34,000 LF of 12" pipe 0 1,500 LF of 16" pipe o Two 1.0 million gallon storage tanks Complete results of all model runs are attached in Appendix D. T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docx 5 -1 June 2013 W e i i c I < 5.2 COST ESTIMATE The estimated cost to construct the water storage and distribution system, including pipes, connections, and storage is summarized below. A detailed breakout of costs is included in Table 2. Estimated Cost (trunk line and 2 MGD storage) $9,400,000 Developable Land: 2,900 acres Trunk Charge per acre : $3,300 Ultimate charge per acre (with wells and treatment) $4,600 An "ultimate charge" was calculated since the demand side of the analysis shows 1.0 MGD of wells and treatment will need to be provided to supplement the 5.0 MGD Maple Grove supply. The cost for the ultimate system is: Estimated Cost with wells and treatment $13,400,000 Ultimate charge per acre (with wells and treatment) $4,600 5 -2 T:\ 2294 - Corcoran\ 10 -Sewer and Water Planning(TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6-6-13.docX June 2013 6.0 Transportation One of the initial engineering efforts for the TIF District was a layout of the City network of significant streets within developable area. The City system is based off of spacing requirements for the adjacent County roads of CR 10, CR 110 and CR 116. Within this framework a "grid" of City streets was overlaid to show the ultimate system. Figure 3 shows the overall proposed layout. It can be noted that the "City grid" is only in the area east of CR 116, whereas sewer and water also included areas west of CR 116. 6.2 COST ESTIMATE The transportation cost estimate involved both roadway construction costs and right of way (ROW) costs. ROW is a necessary consideration since existing roads will need to be widened and connection will need to be made through adjacent properties. ROW for new roads that support adjacent development will be dedicated as part of the platting process. The total costs for the entire area were calculated for 32,000 lineal feet of street to be constructed. These are further divided into three areas (see Figure 3). Each area will build necessary collector streets and street grid to support the guided land use within that area. Costs per acre for transportation systems have been estimated. Costs will need to be supported by new development and may be supplemented by county, state, and federal transportation funds if available and projects are eligible. The cost per lineal foot of $500 was used for the new construction of the proposed streets on raw land. The proposed street section was determined by existing City standards. 6 -1 T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 -,eAWenck For the proposed roadways an 80 -foot ROW was assumed. The total estimated ROW required for all future streets is 34.5 acres. The estimated value per acre of the proposed ROW is $30,000 for a total cost of $1,035,000. Overall City Grid System Improvement Cost Additional ROW Cost Total Cost Developable Acreage Transportation Cost $21,465,000 $1,035,000 $22,500,000 1,018 $22,000 The value above is representative of the overall costs, however transportation costs are more localized and therefore this value needs to be further divided into subdistricts. Ciihrlictrirt A GihrlictrirtR Estimated Cost (In Progress) Developable Land: (In Progress) Cost per acre : (In Progress) Estimated Cost (In Progress) Developable Land: (In Progress) Cost per acre : (In Progress) 6 -2 T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 -,eAWenck Subdistrict C Estimated Cost (In Progress) Developable Land: (In Progress) Cost per acre : (In Progress) 6 -3 T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 -,eAWenck Tables T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 - iWenck Table 1 Sanitary Sewer Trunk Cost Estimate Item Qty Unit Unit Price Total Price Lift Station 3 EA $ 150,000 $ 450,000 6" PVC 0 -12' 730 LF $ 25.00 $ 18,250 8" PVC 0 -12' 3530 LF $ 25.00 $ 88,250 8" PVC 12 -20' 3575 LF $ 30.00 $ 107,250 8" PVC 20'+ 3635 LF $ 35.00 $ 127,225 10" PVC 0 -12' 375 LF $ 100.00 $ 37,500 10" PVC 12 -20' 925 LF $ 40.00 $ 37,000 10" PVC 20'+ 5015 LF $ 100.00 $ 501,500 12" PVC 0 -12' 3250 LF $ 40.00 $ 130,000 12" PVC 12 -20' 3560 LF $ 45.00 $ 160,200 12" PVC 20'+ 6655 LF $ 100.00 $ 665,500 15" PVC 12 -20' 2000 LF $ 65.00 $ 130,000 15" PVC 20'+ 4110 LF $ 100.00 $ 411,000 18" PVC 0 -12' 630 LF $ 70.00 $ 44,100 18" PVC 12 -20' 4115 LF $ 75.00 $ 308,625 18" PVC 20'+ 2315 LF $ 100.00 $ 231,500 21" PVC 0 -12' 600 LF $ 80.00 $ 48,000 21" PVC 12 -20' 3670 LF $ 85.00 $ 311,950 21" PVC 20'+ 4130 LF $ 100.00 $ 413,000 24" PVC 12 -20' 700 LF $ 95.00 $ 66,500 24" PVC 20'+ 120 LF $ 100.00 $ 12,000 Air Release Manhole -- LS -- $ 30,000 4' Dia MH, 8' Deep, Incl casting & rings 220 EA $ 5,000.00 $ 1,100,000 4' Dia MH, overdepth, Incl casting & rings 2000 LF $ 150.00 $ 300,000 Improved Pipe Foundation 53640 LF $ 2.00 $ 107,280 Comp Plan /Easement /Resotration 1 LS $ 300,000.00 $ 300,000 Rounded Subtotal $ 6,136,630 +10% contingencies $ 613,663 $ 6,750,293 +25% Engineering, Financial, and Legal $ 1,534,158 Easements and Legal for non - ROW line $ 250,000 Total $ 8,534,000 Rounded Value $ 8,500,000 T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \cost estimates /Table 1 sewer costs Table 2 Watermain Trunk Cost Estimate Item Qty Unit Unit Price Total Price PVC 10" Watermain 26,800 L. F. $45 $1,206,000 PVC 12" Watermain 34,100 L. F. $55 $1,875,500 PVC 16" Watermain 1,500 L. F. $75 $112,500 Water Towers (2, 1 MGD towers 2,000,000 L.S. 2$ /gal 1 $4,000,000 Rounded Subtotal $7,200,000 +10% contingencies $ 720,000 +25% indirects Rounded Total $ 7,920,000 $ 1,500,000 $ 9,400,000 Future Needs Wells and Treatment, 1.0 MGD @ $4 per gallon $4,000,000 Ultimate Cost $ 13,400,000 T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \cost estimates /Table 2 water costs Table 3 Transportation System Trunk Cost Estimate Segement Length Unit Unit Cost Total Price 1 1320 L. F. $500 $660,000 2 1320 L. F. $500 $660,000 3 1320 L. F. $500 $660,000 4 1320 L. F. $500 $660,000 5 1320 L. F. $500 $660,000 6 1320 L. F. $500 $660,000 7 1320 L. F. $500 $660,000 8 1320 L. F. $500 $660,000 9 1220 L. F. $500 $610,000 10a 1115 L. F. $500 $557,500 10b 205 L. F. $500 $102,500 11 1450 L. F. $500 $725,000 12 1060 L. F. $500 $530,000 13 1320 L. F. $500 $660,000 14 770 L. F. $500 $385,000 15 460 L. F. $500 $230,000 16 1320 L. F. $500 $660,000 17 3080 L. F. $500 $1,540,000 18 1320 L. F. $500 $660,000 19 2640 L. F. $500 $1,320,000 20 2640 L. F. $500 $1,320,000 21 2640 L. F. $500 $1,320,000 $15,900,000 +10% contingencies $ 1,590,000 $ 17,490,000 +25% indirects $ 3,975,000 +ROW Costs Total $ 21,465,000 T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \cost estimates /Table 3 transp. street cost Figures T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 - iWenck CITY OF CORCORAN Wenck JUN 2013 Engineers - Scientists 1800 Pioneer Creek Center Trunk Sewer System Business Professionals Maple Plain, MN 55359 -0429 Figure 1 www.wenck.com 1 -800- 472 -2232 N p T=ad mMt� — '10 Mb� -Trail t M •, X ' M •, it �' �, •� � - Legend Water Service Area Municipal Boundary _g Junction ` o Potential Water Tower _ t All.. whi — 1 1 l 4 µ - K? 16h'AM F 99G — �4 f It ' � r 1-10 f `. Y i A-0 2010 Aerial Photograph (Source: Mn GEO) 1,500 750 0 1,500 N Feet A ath: L: \2294 \10 \mxd \2013 En Plan \Trunk Water System.mxd CITY OF CORCORAN Trunk Water System 1011 1211 1611 2411 0 Vrr r -- ' I � n h 1 le / RL I A ' 5 S ft tl ¢ c Wenck JUN 2013 Engineers - Scientists 1800 Pioneer Creek Center Business Professionals Maple Plain, MN 55359 -0429 Figure 2 www.wenck.com 1- 800 - 472 -2232 CITY OF CORCORAN Wenck JUN 2013 Engineers - Scientists 1800 Pioneer Creek Center City Street Subdistrict System Business Professionals Maple Plain, MN 55359 -0429 Figure 3 www.wenck.com 1- 800 - 472 -2232 Appendix A Trunk Sanitary Sewer Figures and Design Data (2030 Comprehensive Plan) T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 Wenck i i i i i i 1 1 rl—I 1: I 1 w w i LU 1 1 O 0 1 U ; _ 1 1 1 T. 1 V 1 1 1 1' i- - F1 8/9/2018 u 3/23/2013 3/23/2013 \L 312312013 JUBERT `F- LAKE .. . 1/21/2016 �1 1 ' 7/24/2018 1 7/24/2018 MEISTER r ., s r0affin-E \ � z i 0 Z I Ar O`O 1 110 HORSESHOE TR IL 1 FR MORIN LAKE ■.■■.■■.■■.■■.■■.Irmo ■. t■.■■.■■.■■.■■.■■■■.■■.■■ .■■111■■ 11.■■.■ ■. ■ ■.■■. ■ ■. ■ ■. ■ ■. ■■. ■■.■�.■■.■■.■■�■■ 2/12/2012' • ` e1w w i 1 w 1 1 0 � U A..J• � 0 I ♦~ C � 1 1 1 1 1 (COOK LAKE 1 �Y1 GLEASO ROAD�� C Figure 8 City of CORCORAN 2030 Future Land Use Plan 2030 Comprehensive Plan �N� W-`/Q\'E M,�Iti S 3,000 1,500 0 3,000 Feet 1� City Limit QStaging Boundaries Agricultural Reserve (Date of Expiration) Wetlands Rural /Ag Residential Existing Residential Low Density Residential Medium Density Residential Mixed Residential - High Density Residential Rural Service /Commercial - Commercial Mixed Use ® Business Park Light Industrial - Public /Semi - Public Parks /Open Space - Golf Course Agricultural Preserve (Date of Expiration) Open Water *The Future Land Use plan depicts the location and intensity of future development through a variety of land use types. This plan is intended to guide future development however the City has discretion to amend (with Metropolitan Council approval) the plan in response to landowner/ developer requests or response to other system plans. October 7, 2010 Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /2030 flu.mxd \ I�� ��, i�j`� ..•.,.11111.,::, `:� . 11 NE w O NE—b-401him's �1� 1 rr _ WIN mr OEMpn■ oil i n• ■q��p� 4� ���� 1 1 • • - - � (�� �,pllli�■� ► ►— - .1111111111/ /�i ►11' �� 1111111�11���� "� .mn1111U. /S ■ ' � �j��I��: �:• 11: Vii►. ♦,�►���ii�i -/+/►�� � � �` ��• \III , ,����` i:���0�� I ��I■1 ■11 111111 �' � �r �i �����:•:= 0 Sewer Node Po- Gravity Sewer Dome MCES Interceptor Sewer Subdistricts � ■ 1 ,..0111.111..7 • - -. - -��— :�'t: cl; City Limit �., 1 ■_� �■ /,_ ,.111 Parcel Base .. �� � .. •;_; � sue: i i i■ � ■ 1111:'.. ` ► ;; ;�m►r — � -•,11 �:::.►, Ell MAIN \1 �■ � - � ■���ir�■ ' �, =•.,;� 1 111 ■ ■ ■� + * _ r�.� _ I,ql _:�':_- F�;:::�.■ . \� 'rte _ _ ■: = � n � \ \I`' nn,,uo 1 1�_.�`_,,•i�a'�:'y'911R v.�0 1•-, >:� iltr'GEi= 1111, � __ ■ � ■ ■�� � _ � �. � ►� � ♦ ♦ ,111 1 ■.... o` �i o`:�o••:''�.'::► r■ � 'q■► ����������� -��O �OQ� Ii�p ♦� ■ .111._ 111; ■w �, +. it_- �,...� li ,m __. ..... 111 ter, ,��-- �. �.. ■Iill_�1�-- �I�. � � .. � , ,... . - —:= ►% � III I' ►.! �.� +' '` .' - ► ■ ■ _ i � 711__.;111 l: =� "` - ■ t� VIA � II��� � . �7= ��I��7 111 �� �� ■ ■r -• ■ -. ■' 7 ailf_ ■L�.:::17 ■ ►ia_= MEN= ■�� � � � � �� ��1 i � f■ "'� � , I�r� � iii '�_ _ =:�; `� � •;�•:� — . = •.��.. ■ qtr.■ ►;: oil � � MIN moll �� ►�. ;,��_ .. ■•� � 1 �■ ,..::::... 1.1.1... .... APPENDIX D - ULTIMATE TRUNK SYSTEM DESIGN From Node To Node Design Flow Existing/ Proposed p pipe Size pipe Material Length Upstream Downstrea DownsAverage m Elevation Sloe P Manhole Depth p CAPACITY Capacity/ Design Flow Rim Elev Inv Elev Inlet Control Outlet Control Capacity (MGD) (in) (ft) (ft) (ft) (ft) ( %) (ft) (cfs) (MGD) (cfs) (MGD) (MGD) SW -9 SW -7 0.45 Prop. FM 6 DIP 2100 1000.00 960.00 10 PVC 40 990.00 951.60 940.00 0.40 0.63 1.41 SW -7 SW -11 (LS) 1.84 Prop. 18 PVC 3400 1024.00 983.10 978.00 0.15 41 6.2 4.01 4.1 2.63 2.63 1.43 SW -11 (LS) Medina 1 1.84 Prop. FM 12 DIP 4800 1.39 --- - -- - -- - -- - -- - -- - -- - -- --- - -- 1 Intercommunity connection to Medina SE DISTRICT SE -A MG 1 0.02 Prop. --- SE -30 SE- 29(LS) 0.64 Prop. 10 PVC 2900 990.00 951.60 940.00 0.40 38 1.7 1.10 1.4 0.90 0.90 1.40 SE- 29(LS) SE -28 1.07 Prop. FM 8 DIP 5100 985.00 940.00 976.00 45 1.11 1.04 SE -28 SE -1 1.39 Prop. 12 PVC 4000 986.00 976.00 953.20 0.57 10 2.2 1.42 2.7 1.74 1.42 1.02 SE -1 SE -2 1.99 Prop. 15 PVC 1320 966.00 953.20 947.50 0.43 13 4.1 2.65 4.3 2.75 2.65 1.33 SE -2 SE -3 2.03 Prop. 15 PVC 1520 960.00 947.50 942.00 0.36 13 4.1 2.65 3.9 2.52 2.52 1.24 SE -4 SE -3 0.11 Prop. 8 PVC 600 970.00 958.00 942.80 2.53 12 1.4 0.90 1.9 1.25 0.90 7.87 SE -3 SE -5 2.50 Prop. 18 PVC 1700 964.00 942.80 936.90 0.35 21 6.2 4.01 6.2 4.01 4.01 1.60 SE -5 SE -6 2.50 Prop. 18 PVC 1300 954.00 936.90 934.60 0.18 17 6.2 4.01 4.4 2.86 2.86 1.14 SE -7 SE -6 0.69 Prop. 10 PVC 1000 950.00 940.00 934.60 0.54 10 1.7 1.10 1.6 1.04 1.04 1.51 SE -6 SE -8 3.00 Prop. 18 PVC 710 950.00 934.60 931.90 0.38 15 6.2 4.01 6.5 4.19 4.01 1.34 SE -9 SE -10 0.55 Prop. 8 PVC 1270 970.00 958.00 937.90 1.58 12 1.4 0.90 1.5 0.98 0.90 1.64 SE -10 SE -8 0.55 Prop. 8 PVC 1090 952.00 937.90 931.90 0.55 14 1.4 0.90 0.9 0.58 0.58 1.05 SE -8 SE -11 3.42 Prop. 21 PVC 1960 950.00 931.90 927.50 0.22 18 9.1 5.88 7.5 4.86 4.86 1.42 SE -12 SE -11 0.90 Prop. 8 PVC 1370 970.00 958.00 927.50 2.23 12 1.4 0.90 1.8 1.17 0.90 1.00 SE -11 SE -13 4.02 Prop. 24 PVC 790 952.00 927.50 926.70 0.10 25 13.0 8.40 7.2 4.66 4.66 1.16 SE -13 SE -14 (LS) 4.19 Prop. 21 PVC 1310 950.00 926.70 924.40 0.18 23 9.1 5.88 6.7 4.30 4.30 1.03 SE -32 SE -31 0.68 Prop. 10 PVC 2700 950.00 938.80 928.00 0.40 11 1.7 1.10 1.4 0.90 0.90 1.32 SE -31 14 1.20 Prop. 12 PVC 2700 950.00 928.00 903.00 0.93 22 2.2 1.42 3.4 2.22 1.42 1.19 SE -14 (LS) NE -4 5.66 Prop. FM 18 DIP 10000 940.00 903.00 37 5.65 1.00 SE -15 SE -16 0.00 Prop. 8 PVC 1150 992.00 963.10 958.50 0.40 29 1.4 0.90 0.8 0.49 0.49 #DIV /0! SE -17 SE -18 1.01 Prop. 12 PVC 1520 1000.00 969.70 963.60 0.40 30 2.2 1.42 2.3 1.46 1.42 1.41 SE -18 SE -16 1.09 Prop. 12 PVC 1850 994.00 963.60 959.00 0.25 30 2.2 1.42 1.8 1.15 1.15 1.06 SE -16 SE -19 2.05 Prop. 18 PVC 3330 982.00 958.50 953.50 0.15 24 6.2 4.01 4.1 2.63 2.63 1.28 SE -20 (LS) SE -19 0.32 Prop. FM 6 DIP 700 940.00 930.00 953.50 10 - -- - -- - -- 0.63 1.98 SE -19 SE -21 2.66 Prop. 21 PVC 2570 974.00 953.50 949.70 0.15 21 9.1 5.88 6.1 3.94 3.94 1.48 21 22 2.66 Prop. 21 PVC 2620 980.00 949.70 945.78 0.15 30 9.1 5.88 6.1 3.97 3.97 1.49 APPENDIX D - ULTIMATE TRUNK SYSTEM DESIGN From Node To Node Design Flow Existing/ Proposed p Pipe Size Pipe Material Length Upstream Downstrea m Elevation Average Sloe p Manhole Depth p CAPACITY Capacity/ Design Flow Rim Elev Inv Elev Inlet Control Outlet Control Capacity (MGD) (in) (ft) (ft) (ft) (ft) ( %) (ft) (cfs) (MGD) (cfs) (MGD) (MGD) SE -23 SE -24 0.73 Prop. 12 PVC 3390 983.00 960.10 951.50 0.25 23 2.2 1.42 1.8 1.16 1.16 1.60 SE -25 SE -24 0.55 Prop. 10 PVC 2590 986.00 962.00 951.70 0.40 24 1.7 1.10 1.4 0.89 0.89 1.64 SE -24 SE -26 1.21 Prop. 15 PVC 790 978.00 951.30 949.70 0.20 27 4.1 2.65 2.9 1.88 1.88 1.56 27 26 0.41 Prop. 8 PVC 1910 972.00 957.60 950.00 0.40 14 1.4 0.90 0.8 0.49 0.49 1.19 SE -26 SE -22 1.53 Prop. 15 PVC 2490 988.00 949.40 945.78 0.15 39 4.1 2.65 2.5 1.59 1.59 1.04 22 ECI 2 3.98 Prop. 24 PVC 976.00 945.78 30 - -- Intercommunity connection to Maple Grove 2 MCES Elm Creek Interceptor Appendix B Trunk Water System Figure (2030 Comprehensive Plan) T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 Wenck COUNTY ROAD 117 CITY OF or 1 ■11- l_•- n- u- n- n -nm..o ∎ NE 11- n- nN11- n -11 -u s Su set La =111=111=11=11=11=11=11=11=111=111=11=11=11=111=11=11=11=11 109th Ave N - 11- 11- 11- n- n -n -u -n -11-11 Jackie La Rush dow La 10 J e, Country, Cir E 1 'l_uIin•1I.' g. 1 ▪ Meadow Creek.Dr 1 _Tessmer_Rd- 1 1 Oakdale_D_r- J Meado A.iew Dr Hidden Ponds Dr 1 1 1 1 1 I Woodland Tr 1 1 1 1 1 1 1 1 Salem La: 1 1 1 ca as .c • • • Rush :rep ters Ridge IMMO • ■ ■ 1 101st Ave cto c7 97th 0 chutte.Rd N 0 Meis Julie Ann Dr Rebecca Park Tr 1 • Olde Sturbridge Rd 3 g d Hackamore Rd 1- 11- n- 11- 11- 11- n- 11-11- 11- 11- 11- 11- 1!- 11- 11- 11- 11- n�=1111- .1 -n -11 1 -11 t! =11 Figure 20 Trunk Water System 2030 Comprehensive Plan s 3,000 1,500 0 3,000 Feet CI Potential Water Tower Locations A Potential Supply Connections with Neighboring Communities •••i Future Trunk Watermain Future Well Exploration Areas 2030 Service Boundary L.. - City Limit Open Water Wetlands October 7, 2009 Bonestroo I:/ 504 / 50408144 /GIS /ComPlan /Maps /Final Maps /trunk water system.mxd Appendix C Subdistrict Areas for Sewer and Water and Transportation (From 2030 Comprehensive Plan) T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 Wenck Table C -1 Subdistrict Areas for Sewer and Water (from 2030 Comprehensive Plan) Sewer Sub district ID Developable Total Public Existing Residential Undevelopable (acres) (acres) (acres) (acres) (acres) SE -A 0 44 0 18 26 SE -B 28 60 0 0 32 SE -C 79 80 0 0 1 SE -D 115 182 0 21 46 SE -E 0 67 4 52 11 SE -F 12 75 44 0 19 SE -G 0 25 20 0 5 SE -H 108 121 0 0 13 SE -I 20 21 0 0 1 SE -J 98 123 0 0 25 SE -K 35 42 0 0 7 SE -L 84 97 2 0 11 SE -M 0 40 0 8 32 SE -N 45 119 74 0 0 SE -O 168 205 0 0 37 SE -P 68 74 0 0 6 SE -Q 57 90 19 0 14 SE -R 29 35 0 0 6 SE -S 18 32 0 0 14 SE -T 139 163 0 0 24 SE -U 101 125 0 0 24 SE -V 0 63 0 41 22 SE -W 38 52 0 0 14 SE -X 43 92 0 36 13 SE -Y 178 202 0 0 24 SE -Z 49 75 0 0 26 SE -AA 7 120 0 74 39 SE -AB 118 192 0 0 74 SE -AC 0 58 0 32 26 SE -AD 34 118 0 59 25 SE -AE 138 153 0 0 15 SE -AJ 112 284 0 50 122 SE -AK 168 250 0 0 82 SE -AM 116 129 0 0 13 SE -AO 159 191 0 0 32 SE -AP 72 79 0 0 7 SE -AQ 75 80 0 0 5 SE -AR 81 116 0 0 35 SE -AS 58 77 0 0 19 SE -AT 95 204 0 0 109 SE -AU 76 123 0 33 14 SE -AV 79 122 0 19 24 TOTAL 2900 4600 163 443 1094 T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \landuse \Ultimate System Areas Table C -1 water & sewer SE area Table C -2 Subdistrict Areas for Transportation (from 2030 Comprehensive Plan) Sewer Sub district ID Developable Total Public Existing Residential Undevelopable (acres) (acres) (acres) (acres) (acres) SE -AA 7 120 0 74 39 SE -AB 118 192 0 0 74 SE -AC 0 58 0 32 26 SE -AD 34 118 0 59 25 SE -AE 138 153 0 0 15 SE -Y 178 202 0 0 24 SE -Z 49 75 0 0 26 SE -S 18 32 0 0 14 SE -T 139 163 0 0 24 SE -J 98 123 0 0 25 SE -K 35 42 0 0 7 SE -L 84 97 2 0 11 SE -M 0 40 0 8 32 SE -N 45 119 74 0 0 SE -C (partial) 37 37 0 0 0 SE -X (partial) 38 51 0 0 13 TOTAL 1018 1622 76 173 355 T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \landuse \Ultimate System Areas Table C -2 trans SE area Appendix D Distribution Model T: \2294- Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \DRAFT Regional Development Study 6- 6- 13.docx June 2013 WencI< Appendix D DISTRIBUTION MODEL To estimate the requirements of a distribution system for the southeast portion of Corcoran, the water distribution modeling software program WaterCAD was used. This program was used to evaluate adequate pipe line sizes, tank sizes, pump station requirements and provide data to adequately supply water for anticipated population in year 2030. The analyses also evaluate the system's adequacy for supplying fire flows and model different flow regimes to mimic high demand periods and days. Water Demand To develop water use demands to model, the study area was divided into 10 individual areas. Within each of the 10 areas, different land use types were assumed within each area. Each different land use type was assigned a water demand factor. The water demand within each area was determined by multiplying the acreage of each different land use type by a water demand factor per acre of land. All of the different land use water demands were calculated in each of the 10 areas. The water demands within each area were summed and used to determine the demand for an individual node within the computer model. Table 1 shows each land use type and the water demand factor for each land use type for both the average day demand (ADD) and the maximum day demand (MDD). Table 2 shows the water demand calculated for each node in the computer model. Table 1— Water Demand Factor for Land Use Type Land Use ADD Demand gpm /Acre MDD Demand gpm /Acre Undevelopable 0 0 Rural Res. 0.35 1.04 Ag Preserve 0 0 Existing Res 0.25 0.75 Low Density Res 0.35 1.04 Med Density Res 0.61 1.7 High Density Res 1.09 2.95 Mixed Residential 0.45 1.3 Light Industrial 1.04 1.56 Business Park 1.04 1.56 Commercial 1.04 1.56 Mixed Use 0.55 1.37 Public /Semi Public 0.35 0.69 Parkes /Open Space 0.07 0.21 Golf Course 0.07 0.21 T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx Table 2 — Water Demand for Junction Nodes Demand Node Max Day Demand (gpm) Max Day Demand (MGD) Node 5 558 0.80 Node 6 382 0.55 Node 7 425 0.61 Node 8 229 0.33 Node 9 285 0.41 Node 10 249 0.36 Node 12 579 0.83 Node 14 359 0.52 Node 15 523 0.75 Node 16 364 0.52 Total 3952 5.69 A properly design water distribution system can adequately supply water equal to the maximum daily water demand (MDD) without the use of stored water. From the calculations described above, it was estimated that Corcoran will need to provide a flow of 3,952 gallons per minute or 5.69 MGD before using any stored water. Pipe Size After the demand is calculated, the model is used to determine adequate pipe line sizes. For the purposes of this study, a trunk water main system layout was established. This layout was used to determine the pipe lengths and determine where demand junctions would be located to supply water to each of the 10 demand areas. This layout was then modeled to estimate the amount of flow in each of the pipes under different flow regimes. When modeling the distribution system, the model predicts the amount of flow, flow velocity, headloss and several other hydraulic calculations based on pipe diameter, length and type of the pipelines. Typically, pipe sizes are assigned to limit the velocity through each pipe to a maximum velocity of 5 feet per second. This velocity is a compromise of practicality and hydraulic conditions. In general, the 5 feet per second velocity limit help maintain acceptable head loss levels as well as minimize water hammer concerns within the pipe network without oversizing pipe diameters. To determine the pipe sizes for this system, the velocities within the pipe segments were kept below the 5 feet per second limit during max day demand and fire flow conditions. Pump Requirements A pump system is required to boost the water pressure provided by the Maple Grove to adequately supply Corcoran. This model was not used to design a pump station, but rather determine the pressure boost required to provide adequate water pressures to the Corcoran system. Fire Flow Fire flow demands were assumed to be 1,500 gpm for every junction in the system. A model analysis was set up to predict the effects of a 1,500 gpm fire at every junction without negative impacts on the T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx system. One of the major potential impacts would be very low or negative hydraulic pressures within the system, leaving areas without water or possibly damaging pipes because of negative pressures. Certain parameters were set up in the model to determine the amount of fire flows available without negatively affecting the system. One such parameter assumed for the model was that a fire flow condition would not produce a pressure of 20 psi or less at any location within the system. The model will report the amount of flow available for fire protection while operating within the parameters set for the system. This result will estimate the maximum fire flow available at each junction. Storage The model was also used the estimate the amount of storage, or tank sizes required for the system. As stated earlier, the system's supply should equal the average flow during the maximum water use demand for a single day. During the maximum day, flow fluctuates over the 24 hour period of the day as water demands increase or decrease throughout the day. The model was developed to mimic these fluctuations which at times require more flow than the average maximum day demand and at other times less flow. During times when the demand exceeds the average demand, additional flow is provided from water stored in tanks and when more water available from the main supply, the tank fills. The models analyses help determine the amount of storage needed to overcome these fluctuations and predicts water level fluctuations during the day. Two tanks were analyzed in the system. Properly sized, the tanks should cycle in volume throughout the day, but should return to full at the end of the simulated day. The tanks also help insure that a steady flow is supplied during the day from the supply source, minimizing pump cycling. Tanks typically are used for three purposes; equalization (described above), fire flow and emergency flow. Recommendations published in "Distribution Network Analysis for Water Utilities" (American Water Works Manual of Practice M32) estimate that the equalization storage volume is approximately half the tanks capacity and the remaining half is used for fire flow and emergency storage. Pressures The distribution network developed for the model must also provide adequate pressures to all areas. For this network, it was assumed that the minimum pressure at any location within the system shall be no lower than 50 psi. This pressure criterion defines what elevation the hydraulic grade line (HGL) must be within the system. To maintain the proper HGL, a pump station is required to boost pressure and increase the HGL from water delivered by neighboring communities. Tank levels and elevations are also defined by the required HGL. Results Three scenarios were developed within the model. The first scenario was developed to mimic the average maximum day water demands for the system. The results of this scenario were used to develop the proper pipe sizes and to determine the pumping requirements to provide adequate pressures at T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx every location within the system. Table 3 shows the resulting flow and velocity in each of the pipes within the network. Table 3 — Pipe Length, Diameter, Flow and Velocity Pipe Label Length (ft) Diameter (in) Flow (gpm) Velocity (ft /s) P -C2 1862 24 1328 0.94 P -C3 6364 12 1328 3.77 P -C4 3488 12 819 2.32 P -05 3776 10 261 1.07 P -C6 2124 10 175 0.72 P -C7 2572 10 -250 1.02 P -C8 6479 10 -197 0.8 P -C9 5152 12 -482 1.37 P -C10 5363 12 -511 1.45 P -C11 1184 12 1006 2.85 P -C12 273 12 -509 1.44 P -C13 1273 12 -509 1.44 P -C14 2006 12 937 2.66 P -C15 2914 10 282 1.15 P -C16 3723 10 296 1.21 P -C17 1439 16 2040 3.25 P -C18 4061 12 1517 4.3 P -C19 6207 8 480 3.07 P -C20 1010 12 117 0.33 P -C21 999 12 117 0.33 P -C22 527 12 117 0.33 P -C23 1745 12 220 0.63 It was determined that the pipe sizes modeled were adequately sized such that no velocity exceeds 5 feet per second. Further analysis in additional scenarios indicates that the pipe sizes shown above are capable of providing all modeled flow regimes while maintaining the velocity limits. Complete model results for this scenario are shown in Appendix D -1. The second scenario modeled was an extended period simulation (EPS) analysis. This scenario mimics the different flow demand fluctuations during the maximum day. A diurnal curve was developed that generates multipliers for each hour of a day, both higher and lower than the average maximum day demand. The results of this analysis were used to determine the amount of equalization storage required to supply the water use demands. The model predicts the tank levels and storage volumes at each hour of the analysis and insures that the tank returns to full capacity at the end of the simulated day. Figure 1 displays the diurnal curve and multipliers developed for the EPS analysis. Figure 2 display a graph of percent full of Tanks T -1 and T -2 during the 24 -hour EPS simulation. T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx Demand Factor 2.5 2 1.5 1 0.5 0 Diurnal Curve 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Figure 1— Diurnal Curve Demand Factors Tank Level - Percent of Full 100 90 80 70 60 50 40 30 20 10 0 Time - Hours Tank Levels 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 Time - Hours Figure 2 — Tank Levels T -1 T2 The results of this analysis determined that 2 million gallons of storage are required for the proposed system. Two tanks, each with a storage capacity of 1 million gallons were modeled. The top elevation of each tank was set to equal the HGL needed to provide adequate pressures. This equated to a top of tank elevation of 1,156 feet. As depicted in Figure 2, the tank levels drop to approximately 50% of the storage T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx volume forming the EPS analysis and return to full at the end of the analysis. This leaves approximately 50% of the total storage volume for fire flow and emergency storage as recommended. Complete model results for this scenario are shown in Appendix D -2. The final scenario was the fire flow analysis. To determine if the system could supply adequate fire flow, the model stipulates that certain criteria be met during the simulation. Two of the criteria assumed for this model were that a minimum fire flow of 1500 gpm was required at each junction and that pressures within the system during the fire were at least 20 psi. The model results also determine the maximum fire flows available at each junction to a point where somewhere in the system the minimum pressure drop to the 20 psi threshold. It was also assumed that the fire flow would occur at a time when the tanks were at the lowest level depicted during the EPS modeling scenario. Table 4 displays the fire flow results for each junction within the system. Table 4 - Fire Flow Results Junction Label Fire Flow (Needed) (gpm) Fire Flow (Available) (gpm) Pressure (Residual Lower Limit) (psi) Pressure (Calculated Residual) (psi) Pressure (Calculated Zone Lower Limit) (psi) Junction w/ Minimum Pressure (Zone) J -C3 1500 3500 20 79.8 49.8 J -C19 J -C4 1500 3500 20 62.6 50.2 J -C19 J -05 1500 3500 20 46.5 50.2 J -C19 J -C6 1500 3500 20 42.3 45.4 J -C7 J -C7 1500 3500 20 27.9 39.5 J -C8 J -C8 1500 3500 20 29.8 46.6 J -C7 J -C9 1500 3500 20 24.5 49.5 J -C19 J -C10 1500 3500 20 47.8 49 J -C19 J -C11 1500 3500 20 51.1 49.9 J -C19 J -C12 1500 3500 20 63.5 50.2 J -C19 J -C13 1500 3500 20 57.1 50.3 J -C19 J -C14 1500 3500 20 52.7 46.3 J -C8 J -C15 1500 3500 20 54.9 49.8 J -C19 J -C16 1500 3500 20 36.4 46 J -C17 J -C17 1500 3500 20 45.1 44.4 J -C16 J -C18 1500 3500 20 51.1 47.7 J -C19 J -C19 1500 3500 20 47.6 56.3 J -C10 The results of this scenario indicate that the modeled system can adequately supply the minimum required fire flow and in all case can supply a fire flow of at least 3,500 gpm everywhere in the system. Complete model results for this scenario are shown in Appendix D -3. The results of these model analyses show that the proposed distribution layout shown in Figure 2 of this report will adequately supply the anticipated population in year 2030 with the following components: o A 5.69 MGD water supply o A pump station capable of boosting the system's hydraulic grade line to 1,156 feet T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx o 6,500 LF of 8" pipe o 22,000 LF of 10" pipe o 34,000 LF of 12" pipe o 1,500 LF of 16" pipe o Two 1.0 million gallon storage tanks T: \2294 - Corcoran \10 -Sewer and Water Planning (TIF Districts) \2013 Engineering and Planning \water \Water Text from Brandon Revised.docx APPENDIX D -1- BASE MODEL RESULTS Label Length (ft) Diameter (in) Flow (gpm) Active Scenario: Base Current Time: 0.000 hours Velocity Headloss Hydraulic Grade (ft/s) (ft) (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -104 0 0.29 0.00 0.01 0.00 0 0 0 0 P -31 227 24.0 3,848 2.73 0.24 0 0 Used only for supply connection. P -33 371 24.0 3,848 2.73 0.39 0 0 Used only for supply connection. P -34 765 24.0 3,848 2.73 0.80 0 0 P -40 239 24.0 -3,848 2.73 0.25 0 0 Used only for supply connection. P -46 285 24.0 3,848 2.73 0.30 0 0 Used only for supply connection. P -47 272 24.0 3,848 2.73 0.29 0 0 Used only for supply connection. P -C2 1,862 24.0 1,328 0.94 0.27 0 0 P -C3 6,364 12.0 1,328 3.77 27.27 0 0 P -C4 3,488 12.0 819 2.32 6.10 0 0 P -05 3,776 10.0 261 1.07 1.93 0 0 P -C6 2,124 10.0 175 0.72 0.52 0 0 P -C7 2,572 10.0 -250 1.02 1.21 0 0 P -C8 6,479 10.0 -197 0.80 1.96 0 0 P -C9 5,152 12.0 -482 1.37 3.38 0 0 P -C10 5,363 12.0 -511 1.45 3.92 0 0 P -C11 1,184 12.0 1,006 2.85 3.04 0 0 P -C12 273 12.0 -509 1.44 0.20 0 0 P -C13 1,273 12.0 -509 1.44 0.92 0 0 P -C14 2,006 12.0 937 2.66 4.50 0 0 P -C15 2,914 10.0 282 1.15 1.72 0 0 P -C16 3,723 10.0 296 1.21 2.41 0 0 P -C17 1,439 16.0 2,040 3.25 3.36 0 0 P -C18 4,061 12.0 1,517 4.30 22.27 0 0 P -C19 6,207 8.0 480 3.07 29.16 0 0 P -C20 1,010 12.0 117 0.33 0.05 0 0 P -C21 999 12.0 117 0.33 0.05 0 0 P -C22 527 12.0 117 0.33 0.03 0 0 P -C23 1,745 12.0 220 0.63 0.27 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 1 of 1 FlexTable: Junction Table (Corcoran with Changes.wtg) Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 0.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.16 81.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.27 90.1 (N /A) 0 0 0 200 J -C3 944.00 0 1,185.00 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,157.73 81.7 (N /A) 0 0 0 1,500 J -05 950.00 558 1,151.62 87.2 (N /A) 558 558 558 1,500 J -C6 950.00 382 1,149.69 86.4 (N /A) 382 382 382 1,500 J -C7 954.00 425 1,149.17 84.4 (N /A) 425 425 425 1,500 J -C8 980.00 229 1,150.38 73.7 (N /A) 229 229 229 1,500 J -C9 985.00 285 1,152.34 72.4 (N /A) 285 285 285 1,500 J -C10 1,000.00 249 1,155.72 67.4 (N /A) 249 249 249 1,500 J -C11 1,004.00 0 1,159.64 67.3 (N /A) 0 0 0 1,500 J -C12 976.00 579 1,156.60 78.1 (N /A) 579 579 579 1,500 J -C13 995.00 0 1,156.80 70.0 (N /A) 0 0 0 1,500 J -C14 962.00 359 1,152.10 82.2 (N /A) 359 359 359 1,500 J -C15 998.00 523 1,181.91 79.6 (N /A) 523 523 523 1,500 J -C16 996.00 364 1,156.11 69.3 (N /A) 364 364 364 1,500 J -C17 994.00 0 1,156.06 70.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,156.01 67.5 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,155.99 58.8 (N /A) 0 0 0 1,500 Bentley WaterCAD V8i (SELECTseries 3) Corcoran with Changes.wtg Corcoran Water Distribution [08.11.03.19] 6/5/2013 Wenck Associates, Inc. Page 1 of 1 ID Label FlexTable: Tank Table (Corcoran with Changes.wtg) Zone Elevation (Base) (ft) Current Time: 0.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 0 104 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 0.99 156.00 1,000.00 1,156.00 0.99 132.00 0.00 Bentley WaterCAD V8i (SELECTseries 3) Corcoran with Changes.wtg Corcoran Water Distribution [08.11.03.19] 6/5/2013 Wenck Associates, Inc. Page 1 of 1 APPENDIX D -2 - EPS MODEL RESULTS FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 0.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -104 0 0.29 0.00 0.01 0.00 0 0 0 0 P -31 227 24.0 3,848 2.73 0.24 0 0 Used only for supply connection. P -33 371 24.0 3,848 2.73 0.39 0 0 Used only for supply connection. P -34 765 24.0 3,848 2.73 0.80 0 0 P -40 239 24.0 -3,848 2.73 0.25 0 0 Used only for supply connection. P -46 285 24.0 3,848 2.73 0.30 0 0 Used only for supply connection. P -47 272 24.0 3,848 2.73 0.29 0 0 Used only for supply connection. P -C2 1,862 24.0 1,328 0.94 0.27 0 0 P -C3 6,364 12.0 1,328 3.77 27.27 0 0 P -C4 3,488 12.0 819 2.32 6.10 0 0 P -05 3,776 10.0 261 1.07 1.93 0 0 P -C6 2,124 10.0 175 0.72 0.52 0 0 P -C7 2,572 10.0 -250 1.02 1.21 0 0 P -C8 6,479 10.0 -197 0.80 1.96 0 0 P -C9 5,152 12.0 -482 1.37 3.38 0 0 P -C10 5,363 12.0 -511 1.45 3.92 0 0 P -C11 1,184 12.0 1,006 2.85 3.04 0 0 P -C12 273 12.0 -509 1.44 0.20 0 0 P -C13 1,273 12.0 -509 1.44 0.92 0 0 P -C14 2,006 12.0 937 2.66 4.50 0 0 P -C15 2,914 10.0 282 1.15 1.72 0 0 P -C16 3,723 10.0 296 1.21 2.41 0 0 P -C17 1,439 16.0 2,040 3.25 3.36 0 0 P -C18 4,061 12.0 1,517 4.30 22.27 0 0 P -C19 6,207 8.0 480 3.07 29.16 0 0 P -C20 1,010 12.0 117 0.33 0.05 0 0 P -C21 999 12.0 117 0.33 0.05 0 0 P -C22 527 12.0 117 0.33 0.03 0 0 P -C23 1,745 12.0 220 0.63 0.27 0 0 Current Time: 1.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 I 277 I 12.0 I -235 I 0.67 I 0.05 Corcoran with Changes.wtg 6/5/2013 0I Corcoran Water Distribution Wenck Associates, Inc. 0 Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 1 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 1.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) P -30 415 12.0 -160 0.45 0.04 P -31 227 24.0 3,952 2.80 0.25 P -33 371 24.0 3,952 2.80 0.41 P -34 765 24.0 3,952 2.80 0.84 P -40 239 24.0 -3,952 2.80 0.26 P -46 285 24.0 3,952 2.80 0.32 P -47 272 24.0 3,952 2.80 0.30 P -C2 1,862 24.0 1,355 0.96 0.28 P -C3 6,364 12.0 1,355 3.84 28.31 P -C4 3,488 12.0 891 2.53 7.14 P -05 3,776 10.0 278 1.14 2.17 P -C6 2,124 10.0 186 0.76 0.58 P -C7 2,572 10.0 -281 1.15 1.51 P -C8 6,479 10.0 -229 0.94 2.60 P -C9 5,152 12.0 -543 1.54 4.21 P -C10 5,363 12.0 -498 1.41 3.74 P -C11 1,184 12.0 1,040 2.95 3.23 P -C12 273 12.0 -623 1.77 0.29 P-C13 1,273 12.0 -464 1.32 0.78 P -C14 2,006 12.0 1,027 2.91 5.34 P -C15 2,914 10.0 304 1.24 1.98 P -C16 3,723 10.0 328 1.34 2.91 P -C17 1,439 16.0 2,113 3.37 3.59 P -C18 4,061 12.0 1,538 4.36 22.85 P -C19 6,207 8.0 484 3.09 29.57 P -C20 1,010 12.0 84 0.24 0.03 P -C21 999 12.0 84 0.24 0.03 P -C22 527 12.0 84 0.24 0.01 P -C23 1,745 12.0 319 0.91 0.53 (ft) (ft) 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Used only for supply connection. Used only for supply connection. Used only for supply connection. Used only for supply connection. Used only for supply connection. Label Length (ft) Current Time: 2.000 hours Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P-29 277 277 P -30 415 12.0 -250 12.0 -224 0.71 0.05 0 I 0 0.63 0.07 0 0 Bentley WaterCAD V8i (SELECTseries 3) Corcoran with Changes.wtg Corcoran Water Distribution [08.11.03.19] 6/5/2013 Wenck Associates, Inc. Page 2 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 2.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) P -31 227 24.0 3,952 2.80 0.25 P -33 371 24.0 3,952 2.80 0.41 P -34 765 24.0 3,952 2.80 0.84 P -40 239 24.0 -3,952 2.80 0.26 P -46 285 24.0 3,952 2.80 0.32 P -47 272 24.0 3,952 2.80 0.30 P -C2 1,862 24.0 1,351 0.96 0.28 P -C3 6,364 12.0 1,351 3.83 28.14 P -C4 3,488 12.0 907 2.57 7.38 P -05 3,776 10.0 282 1.15 2.24 P -C6 2,124 10.0 190 0.78 0.60 P -C7 2,572 10.0 -286 1.17 1.56 P -C8 6,479 10.0 -231 0.94 2.65 P -C9 5,152 12.0 -550 1.56 4.32 P -C10 5,363 12.0 -503 1.43 3.81 P -C11 1,184 12.0 1,029 2.92 3.17 P -C12 273 12.0 -667 1.89 0.33 P-C13 1,273 12.0 -444 1.26 0.72 P -C14 2,006 12.0 1,048 2.97 5.55 P -C15 2,914 10.0 311 1.27 2.07 P -C16 3,723 10.0 335 1.37 3.03 P -C17 1,439 16.0 2,118 3.38 3.61 P -C18 4,061 12.0 1,533 4.35 22.70 P -C19 6,207 8.0 483 3.09 29.51 P -C20 1,010 12.0 76 0.22 0.02 P -C21 999 12.0 76 0.22 0.02 P -C22 527 12.0 76 0.22 0.01 P -C23 1,745 12.0 326 0.93 0.56 (ft) (ft) 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 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Used only for supply connection. Used only for supply connection. Used only for supply connection. Used only for supply connection. Used only for supply connection. Current Time: 3.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 P -30 P -31 277 415 227 12.0 12.0 24.0 - 208 - 148 3,952 0.59 0.42 2.80 0.04 0.03 0.25 0 0 0 0 0 0 Used only for supply connection. Bentley WaterCAD V8i (SELECTseries 3) Corcoran with Changes.wtg Corcoran Water Distribution [08.11.03.19] 6/5/2013 Wenck Associates, Inc. Page 3 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 3.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,355 0.96 0.28 0 0 P -C3 6,364 12.0 1,355 3.84 28.32 0 0 P -C4 3,488 12.0 885 2.51 7.05 0 0 P -05 3,776 10.0 277 1.13 2.16 0 0 P -C6 2,124 10.0 186 0.76 0.58 0 0 P -C7 2,572 10.0 -277 1.13 1.47 0 0 P -C8 6,479 10.0 -223 0.91 2.48 0 0 P -C9 5,152 12.0 -534 1.51 4.08 0 0 P -C10 5,363 12.0 -508 1.44 3.88 0 0 P -C11 1,184 12.0 1,033 2.93 3.19 0 0 P -C12 273 12.0 -618 1.75 0.28 0 0 P -C13 1,273 12.0 -470 1.33 0.80 0 0 P -C14 2,006 12.0 1,020 2.89 5.27 0 0 P -C15 2,914 10.0 304 1.24 1.97 0 0 P -C16 3,723 10.0 325 1.33 2.86 0 0 P -C17 1,439 16.0 2,110 3.37 3.58 0 0 P -C18 4,061 12.0 1,541 4.37 22.92 0 0 P -C19 6,207 8.0 486 3.10 29.83 0 0 P -C20 1,010 12.0 90 0.26 0.03 0 0 P -C21 999 12.0 90 0.26 0.03 0 0 P -C22 527 12.0 90 0.26 0.02 0 0 P -C23 1,745 12.0 298 0.84 0.47 0 0 Current Time: 4.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 277 12.0 -186 0.53 0.03 0 0 P -30 415 12.0 -130 0.37 0.02 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 4 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 4.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 P -46 285 24.0 3,952 2.80 0.32 0 0 P -47 272 24.0 3,952 2.80 0.30 0 0 P -C2 1,862 24.0 1,356 0.96 0.28 0 0 P -C3 6,364 12.0 1,356 3.85 28.36 0 0 P -C4 3,488 12.0 878 2.49 6.95 0 0 P -05 3,776 10.0 276 1.13 2.15 0 0 P -C6 2,124 10.0 186 0.76 0.58 0 0 P -C7 2,572 10.0 -273 1.12 1.43 0 0 P -C8 6,479 10.0 -218 0.89 2.38 0 0 P -C9 5,152 12.0 -526 1.49 3.97 0 0 P -C10 5,363 12.0 -514 1.46 3.96 0 0 P -C11 1,184 12.0 1,030 2.92 3.17 0 0 P -C12 273 12.0 -607 1.72 0.28 0 0 P -C13 1,273 12.0 -478 1.36 0.82 0 0 P -C14 2,006 12.0 1,011 2.87 5.19 0 0 P -C15 2,914 10.0 302 1.23 1.96 0 0 P -C16 3,723 10.0 322 1.31 2.81 0 0 P -C17 1,439 16.0 2,108 3.36 3.57 0 0 P -C18 4,061 12.0 1,543 4.38 22.99 0 0 P -C19 6,207 8.0 488 3.11 30.03 0 0 P -C20 1,010 12.0 95 0.27 0.03 0 0 P -C21 999 12.0 95 0.27 0.03 0 0 P -C22 527 12.0 95 0.27 0.02 0 0 P -C23 1,745 12.0 281 0.80 0.42 0 0 Used only for supply connection. Used only for supply connection. Used only for supply connection. Current Time: 5.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 277 12.0 -139 0.40 0.02 0 0 P -30 415 12.0 -58 0.16 0.01 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 5 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 5.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -40 239 24.0 -3,952 2.80 0.26 0 0 P -46 285 24.0 3,952 2.80 0.32 0 0 P -47 272 24.0 3,952 2.80 0.30 0 0 P -C2 1,862 24.0 1,360 0.96 0.29 0 0 P -C3 6,364 12.0 1,360 3.86 28.52 0 0 P -C4 3,488 12.0 857 2.43 6.64 0 0 P -05 3,776 10.0 272 1.11 2.08 0 0 P -C6 2,124 10.0 183 0.75 0.56 0 0 P -C7 2,572 10.0 -264 1.08 1.34 0 0 P -C8 6,479 10.0 -209 0.85 2.19 0 0 P -C9 5,152 12.0 -508 1.44 3.72 0 0 P -C10 5,363 12.0 -521 1.48 4.06 0 0 P -C11 1,184 12.0 1,031 2.92 3.17 0 0 P -C12 273 12.0 -561 1.59 0.24 0 0 P -C13 1,273 12.0 -503 1.43 0.90 0 0 P -C14 2,006 12.0 984 2.79 4.93 0 0 P -C15 2,914 10.0 295 1.21 1.87 0 0 P -C16 3,723 10.0 312 1.27 2.65 0 0 P -C17 1,439 16.0 2,100 3.35 3.55 0 0 P -C18 4,061 12.0 1,552 4.40 23.22 0 0 P -C19 6,207 8.0 491 3.14 30.39 0 0 P -C20 1,010 12.0 109 0.31 0.04 0 0 P -C21 999 12.0 109 0.31 0.04 0 0 P -C22 527 12.0 109 0.31 0.02 0 0 P -C23 1,745 12.0 249 0.71 0.34 0 0 Used only for supply connection. Used only for supply connection. Used only for supply connection. Current Time: 6.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 P -30 277 415 12.0 12.0 -127 -70 0.36 0.20 0.02 0.01 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 6 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 6.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade Notes (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -46 285 24.0 3,952 2.80 0.32 0 0 P -47 272 24.0 3,952 2.80 0.30 0 0 P -C2 1,862 24.0 1,359 0.96 0.28 0 0 P -C3 6,364 12.0 1,359 3.86 28.47 0 0 P -C4 3,488 12.0 858 2.43 6.66 0 0 P -05 3,776 10.0 273 1.11 2.10 0 0 P -C6 2,124 10.0 184 0.75 0.57 0 0 P -C7 2,572 10.0 -262 1.07 1.33 0 0 P -C8 6,479 10.0 -205 0.84 2.13 0 0 P -C9 5,152 12.0 -505 1.43 3.68 0 0 P -C10 5,363 12.0 -529 1.50 4.18 0 0 P -C11 1,184 12.0 1,023 2.90 3.13 0 0 P -C12 273 12.0 -571 1.62 0.25 0 0 P -C13 1,273 12.0 -501 1.42 0.90 0 0 P -C14 2,006 12.0 986 2.80 4.95 0 0 P -C15 2,914 10.0 297 1.21 1.90 0 0 P -C16 3,723 10.0 312 1.28 2.66 0 0 P -C17 1,439 16.0 2,100 3.35 3.55 0 0 P -C18 4,061 12.0 1,552 4.40 23.22 0 0 P -C19 6,207 8.0 492 3.14 30.53 0 0 P -C20 1,010 12.0 111 0.31 0.04 0 0 P -C21 999 12.0 111 0.31 0.04 0 0 P -C22 527 12.0 111 0.31 0.02 0 0 P -C23 1,745 12.0 238 0.67 0.31 0 0 Used only for supply connection. Used only for supply connection. Current Time: 7.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 P -30 277 415 12.0 12.0 -386 -601 1.10 1.71 0.12 0.41 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 7 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 7.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -47 272 24.0 3,952 2.80 0.30 0 0 P -C2 1,862 24.0 1,325 0.94 0.27 0 0 P -C3 6,364 12.0 1,325 3.76 27.15 0 0 P -C4 3,488 12.0 1,008 2.86 8.97 0 0 P -05 3,776 10.0 311 1.27 2.67 0 0 P -C6 2,124 10.0 211 0.86 0.73 0 0 P -C7 2,572 10.0 -320 1.31 1.92 0 0 P -C8 6,479 10.0 -254 1.04 3.16 0 0 P -C9 5,152 12.0 -611 1.73 5.24 0 0 P -C10 5,363 12.0 -515 1.46 3.98 0 0 P -C11 1,184 12.0 983 2.79 2.91 0 0 P -C12 273 12.0 -918 2.60 0.59 0 0 P -C13 1,273 12.0 -317 0.90 0.38 0 0 P -C14 2,006 12.0 1,178 3.34 6.88 0 0 P -C15 2,914 10.0 352 1.44 2.59 0 0 P -C16 3,723 10.0 378 1.54 3.78 0 0 P -C17 1,439 16.0 2,152 3.43 3.71 0 0 P -C18 4,061 12.0 1,499 4.25 21.77 0 0 P -C19 6,207 8.0 476 3.04 28.62 0 0 P -C20 1,010 12.0 21 0.06 0.00 0 0 P -C21 999 12.0 21 0.06 0.00 0 0 P -C22 527 12.0 21 0.06 0.00 0 0 P -C23 1,745 12.0 407 1.16 0.84 0 0 Notes Used only for supply connection. Current Time: 8.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 P -30 277 415 12.0 12.0 -536 -807 1.52 2.29 0.22 0.71 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 8 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 8.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) P -C2 1,862 24.0 1,312 0.93 0.27 0 0 P -C3 6,364 12.0 1,312 3.72 26.67 0 0 P -C4 3,488 12.0 1,075 3.05 10.11 0 0 P -05 3,776 10.0 328 1.34 2.95 0 0 P -C6 2,124 10.0 221 0.90 0.80 0 0 P -C7 2,572 10.0 -348 1.42 2.24 0 0 P -C8 6,479 10.0 -283 1.16 3.86 0 0 P -C9 5,152 12.0 -665 1.89 6.14 0 0 P -C10 5,363 12.0 -487 1.38 3.58 0 0 P -C11 1,184 12.0 989 2.81 2.94 0 0 P -C12 273 12.0 -1,044 2.96 0.75 0 0 P -C13 1,273 12.0 -237 0.67 0.22 0 0 P -C14 2,006 12.0 1,257 3.57 7.77 0 0 P -C15 2,914 10.0 371 1.52 2.87 0 0 P -C16 3,723 10.0 405 1.66 4.31 0 0 P -C17 1,439 16.0 2,177 3.47 3.79 0 0 P -C18 4,061 12.0 1,476 4.19 21.18 0 0 P -C19 6,207 8.0 463 2.96 27.28 0 0 P -C20 1,010 12.0 -24 0.07 0.00 0 0 P -C21 999 12.0 -24 0.07 0.00 0 0 P -C22 527 12.0 -24 0.07 0.00 0 0 P -C23 1,745 12.0 513 1.45 1.28 0 0 Notes Current Time: 9.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft /s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -29 P -30 277 415 12.0 12.0 -761 -1,136 2.16 3.22 0.42 1.33 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,290 0.92 0.26 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 9 of 27 Label Length (ft) P -C3 P -C4 P -05 P -C6 P -C7 P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 6,364 3,488 3,776 2,124 2,572 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 1,290 1,183 357 240 - 389 - 324 - 746 - 447 996 -1,243 - 108 1,382 404 448 2,217 1,443 445 -93 -93 -93 667 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 9.000 hours Velocity Headloss (ft/s) (ft) 3.66 3.36 1.46 0.98 1.59 1.32 2.11 1.27 2.83 3.53 0.31 3.92 1.65 1.83 3.54 4.09 2.84 0.26 0.26 0.26 1.89 25.86 12.06 3.46 0.93 2.76 4.94 7.58 3.07 2.98 1.04 0.05 9.26 3.35 5.17 3.92 20.31 25.29 0.03 0.03 0.02 2.09 Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 10.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -898 -1,275 2.55 3.62 0.58 1.65 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,282 0.91 0.26 0 0 P -C3 6,364 12.0 1,282 3.64 25.57 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 10 of 27 Label Length (ft) P -C4 P -05 P -C6 P -C7 P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 3,488 3,776 2,124 2,572 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 1,236 372 248 - 411 - 348 - 789 - 410 1,018 -1,321 -46 1,442 418 468 2,238 1,428 432 - 132 - 132 - 132 766 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: Velocity Headloss (ft/s) (ft) 3.51 1.52 1.01 1.68 1.42 2.24 1.16 2.89 3.75 0.13 4.09 1.71 1.91 3.57 4.05 2.76 0.37 0.37 0.37 2.17 13.09 3.72 0.99 3.05 5.64 8.43 2.60 3.10 1.16 0.01 10.01 3.56 5.62 3.99 19.90 23.95 0.06 0.06 0.03 2.70 10.000 hours Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 11.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -1,173 -1,672 3.33 4.74 0.94 2.72 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,255 0.89 0.25 0 0 P -C3 6,364 12.0 1,255 3.56 24.56 0 0 P -C4 3,488 12.0 1,371 3.89 15.85 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 11 of 27 Label Length (ft) P -05 P -C6 P -C7 P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 3,776 2,124 2,572 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 412 273 - 458 - 393 - 883 - 358 1,033 -1,556 116 1,594 458 518 2,290 1,391 407 - 218 - 218 - 218 955 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: Velocity Headloss (ft/s) (ft) 1.68 1.11 1.87 1.61 2.51 1.01 2.93 4.41 0.33 4.52 1.87 2.12 3.65 3.95 2.60 0.62 0.62 0.62 2.71 4.49 1.18 3.73 7.08 10.38 2.02 3.19 1.57 0.06 12.05 4.24 6.78 4.17 18.96 21.48 0.15 0.15 0.08 4.06 11.000 hours Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 12.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -1,620 -2,331 4.60 6.61 1.72 5.04 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,214 0.86 0.23 0 0 P -C3 6,364 12.0 1,214 3.44 23.10 0 0 P -C4 3,488 12.0 1,590 4.51 20.88 0 0 P -05 3,776 10.0 475 1.94 5.86 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 12 of 27 Label Length (ft) P -C6 P -C7 P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 2,124 2,572 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 314 - 535 - 463 - 1,033 - 276 1,053 - 1,955 376 1,850 530 603 2,375 1,329 363 - 364 - 364 - 364 1,256 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: Velocity Headloss (ft/s) (ft) 1.28 2.19 1.89 2.93 0.78 2.99 5.54 1.07 5.25 2.16 2.46 3.79 3.77 2.32 1.03 1.03 1.03 3.56 1.53 4.98 9.60 13.88 1.25 3.30 2.40 0.53 15.89 5.53 8.98 4.46 17.44 17.39 0.39 0.39 0.21 6.75 12.000 hours Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 13.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -1,006 -969 2.85 2.75 0.71 0.99 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,315 0.93 0.27 0 0 P -C3 6,364 12.0 1,315 3.73 26.80 0 0 P -C4 3,488 12.0 1,184 3.36 12.09 0 0 P -05 3,776 10.0 348 1.42 3.29 0 0 P -C6 2,124 10.0 227 0.93 0.84 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 13 of 27 Label Length (ft) P -C7 P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 2,572 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 - 410 - 367 - 794 - 293 1,145 -1,101 - 131 1,377 387 452 2,222 1,438 415 - 131 - 131 - 131 875 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: Velocity Headloss (ft/s) (ft) 1.67 1.50 2.25 0.83 3.25 3.12 0.37 3.91 1.58 1.85 3.55 4.08 2.65 0.37 0.37 0.37 2.48 3.04 6.22 8.52 1.40 3.86 0.83 0.07 9.20 3.09 5.28 3.94 20.17 22.21 0.06 0.06 0.03 3.45 13.000 hours Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 14.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -374 493 1.06 1.40 0.11 0.28 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,406 1.00 0.30 0 0 P -C3 6,364 12.0 1,406 3.99 30.31 0 0 P -C4 3,488 12.0 778 2.21 5.56 0 0 P -05 3,776 10.0 237 0.97 1.62 0 0 P -C6 2,124 10.0 143 0.58 0.36 0 0 P -C7 2,572 10.0 -269 1.10 1.40 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 14 of 27 Label Length (ft) P -C8 P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 6,479 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 - 273 - 550 - 304 1,269 - 134 - 627 842 218 276 2,081 1,574 466 113 113 113 487 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: Velocity Headloss (ft/s) (ft) 1.12 1.56 0.86 3.60 0.38 1.78 2.39 0.89 1.13 3.32 4.46 2.97 0.32 0.32 0.32 1.38 3.61 4.31 1.50 4.67 0.02 1.36 3.69 1.07 2.11 3.49 23.83 27.54 0.05 0.04 0.02 1.17 14.000 hours Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 15.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 12 858 0.03 2.43 0.00 0.79 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,419 1.01 0.31 0 0 P -C3 6,364 12.0 1,419 4.03 30.84 0 0 P -C4 3,488 12.0 659 1.87 4.08 0 0 P -05 3,776 10.0 224 0.91 1.45 0 0 P -C6 2,124 10.0 132 0.54 0.31 0 0 P -C7 2,572 10.0 -200 0.82 0.80 0 0 P -C8 6,479 10.0 -201 0.82 2.04 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 15 of 27 Label Length (ft) P -C9 P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 5,152 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 - 423 - 418 1,212 98 - 760 663 177 206 2,037 1,630 496 212 212 212 200 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 15.000 hours Velocity Headloss (ft/s) (ft) 1.20 1.18 3.44 0.28 2.16 1.88 0.72 0.84 3.25 4.62 3.16 0.60 0.60 0.60 0.57 2.66 2.70 4.29 0.01 1.94 2.37 0.73 1.23 3.36 25.43 30.90 0.14 0.14 0.08 0.22 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 16.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,065 1,978 3.02 5.61 0.79 3.72 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,486 1.05 0.34 0 0 P -C3 6,364 12.0 1,486 4.22 33.61 0 0 P -C4 3,488 12.0 388 1.10 1.53 0 0 P -05 3,776 10.0 260 1.06 1.91 0 0 P -C6 2,124 10.0 140 0.57 0.34 0 0 P -C7 2,572 10.0 42 0.17 0.05 0 0 P -C8 6,479 10.0 109 0.45 0.66 0 0 P -C9 5,152 12.0 44 0.12 0.04 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 16 of 27 Label Length (ft) P -C10 P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 5,363 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 -604 1,183 880 -1,098 170 119 -32 1,907 1,787 558 475 475 475 -590 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 16.000 hours Velocity Headloss (ft/s) (ft) 1.71 3.36 2.50 3.12 0.48 0.49 0.13 3.04 5.07 3.56 1.35 1.35 1.35 1.67 5.34 4.10 0.55 3.84 0.19 0.35 0.04 2.97 30.17 38.52 0.64 0.64 0.34 1.67 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 17.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,141 1,824 3.24 5.17 0.90 3.20 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,475 1.05 0.33 0 0 P -C3 6,364 12.0 1,475 4.18 33.14 0 0 P -C4 3,488 12.0 403 1.14 1.64 0 0 P -05 3,776 10.0 264 1.08 1.97 0 0 P -C6 2,124 10.0 165 0.67 0.46 0 0 P -C7 2,572 10.0 59 0.24 0.08 0 0 P -C8 6,479 10.0 153 0.63 1.24 0 0 P -C9 5,152 12.0 82 0.23 0.13 0 0 P -C10 5,363 12.0 -646 1.83 6.06 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 17 of 27 Label Length (ft) P -C11 P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 1,184 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 1,134 752 -1,072 238 152 -4 1,911 1,781 566 475 475 475 -666 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 17.000 hours Velocity Headloss (ft/s) (ft) 3.22 2.13 3.04 0.68 0.62 0.01 3.05 5.05 3.61 1.35 1.35 1.35 1.89 3.79 0.41 3.67 0.36 0.55 0.00 2.98 29.96 39.46 0.64 0.64 0.34 2.08 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 18.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,144 1,622 3.25 4.60 0.90 2.58 0 0 0 0 P -31 227 24.0 3,952 2.80 0.25 0 0 Used only for supply connection. P -33 371 24.0 3,952 2.80 0.41 0 0 Used only for supply connection. P -34 765 24.0 3,952 2.80 0.84 0 0 P -40 239 24.0 -3,952 2.80 0.26 0 0 Used only for supply connection. P -46 285 24.0 3,952 2.80 0.32 0 0 Used only for supply connection. P -47 272 24.0 3,952 2.80 0.30 0 0 Used only for supply connection. P -C2 1,862 24.0 1,462 1.04 0.33 0 0 P -C3 6,364 12.0 1,462 4.15 32.57 0 0 P -C4 3,488 12.0 431 1.22 1.86 0 0 P -05 3,776 10.0 264 1.08 1.97 0 0 P -C6 2,124 10.0 188 0.77 0.59 0 0 P -C7 2,572 10.0 61 0.25 0.09 0 0 P -C8 6,479 10.0 171 0.70 1.52 0 0 P -C9 5,152 12.0 86 0.24 0.14 0 0 P -C10 5,363 12.0 -675 1.91 6.56 0 0 P -C11 1,184 12.0 1,091 3.10 3.53 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 18 of 27 Label Length (ft) P -C12 P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 273 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 592 -1,030 325 179 39 1,923 1,766 568 459 459 459 -685 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 18.000 hours Velocity Headloss (ft/s) (ft) 1.68 2.92 0.92 0.73 0.16 3.07 5.01 3.62 1.30 1.30 1.30 1.94 0.26 3.41 0.64 0.74 0.06 3.01 29.50 39.75 0.60 0.60 0.32 2.20 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 19.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,101 1,386 3.12 3.93 0.84 1.92 0 0 0 0 P -31 227 24.0 3,870 2.74 0.24 0 0 Used only for supply connection. P -33 371 24.0 3,870 2.74 0.39 0 0 Used only for supply connection. P -34 765 24.0 3,870 2.74 0.81 0 0 P -40 239 24.0 -3,870 2.74 0.25 0 0 Used only for supply connection. P -46 285 24.0 3,870 2.74 0.30 0 0 Used only for supply connection. P -47 272 24.0 3,870 2.74 0.29 0 0 Used only for supply connection. P -C2 1,862 24.0 1,418 1.01 0.31 0 0 P -C3 6,364 12.0 1,418 4.02 30.80 0 0 P -C4 3,488 12.0 456 1.29 2.06 0 0 P -05 3,776 10.0 261 1.06 1.93 0 0 P -C6 2,124 10.0 202 0.82 0.67 0 0 P -C7 2,572 10.0 53 0.22 0.07 0 0 P -C8 6,479 10.0 175 0.71 1.58 0 0 P -C9 5,152 12.0 75 0.21 0.11 0 0 P -C10 5,363 12.0 -684 1.94 6.72 0 0 P -C11 1,184 12.0 1,029 2.92 3.16 0 0 P -C12 273 12.0 424 1.20 0.14 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 19 of 27 Label Length (ft) P -C13 P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 1,273 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 -962 402 202 75 1,895 1,712 557 429 429 429 -671 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 19.000 hours Velocity Headloss (ft/s) (ft) 2.73 1.14 0.83 0.30 3.02 4.86 3.55 1.22 1.22 1.22 1.90 3.00 0.94 0.93 0.19 2.94 27.87 38.30 0.53 0.53 0.28 2.11 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 20.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,028 1,141 2.92 3.24 0.74 1.34 0 0 0 0 P -31 227 24.0 3,749 2.66 0.23 0 0 Used only for supply connection. P -33 371 24.0 3,749 2.66 0.37 0 0 Used only for supply connection. P -34 765 24.0 3,749 2.66 0.77 0 0 P -40 239 24.0 -3,749 2.66 0.24 0 0 Used only for supply connection. P -46 285 24.0 3,749 2.66 0.29 0 0 Used only for supply connection. P -47 272 24.0 3,749 2.66 0.27 0 0 Used only for supply connection. P -C2 1,862 24.0 1,361 0.97 0.29 0 0 P -C3 6,364 12.0 1,361 3.86 28.55 0 0 P -C4 3,488 12.0 478 1.36 2.26 0 0 P -05 3,776 10.0 255 1.04 1.86 0 0 P -C6 2,124 10.0 208 0.85 0.71 0 0 P -C7 2,572 10.0 38 0.15 0.04 0 0 P -C8 6,479 10.0 168 0.69 1.47 0 0 P -C9 5,152 12.0 54 0.15 0.06 0 0 P -C10 5,363 12.0 -681 1.93 6.67 0 0 P -C11 1,184 12.0 960 2.72 2.78 0 0 P -C12 273 12.0 258 0.73 0.06 0 0 P -C13 1,273 12.0 -883 2.50 2.56 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 20 of 27 Label Length (ft) P -C14 P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 2,006 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 470 222 105 1,850 1,641 538 393 393 393 -635 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 20.000 hours Velocity Headloss (ft/s) (ft) 1.33 0.91 0.43 2.95 4.65 3.44 1.11 1.11 1.11 1.80 1.26 1.10 0.35 2.81 25.75 35.99 0.45 0.45 0.24 1.91 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 21.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 884 823 2.51 2.33 0.56 0.73 0 0 0 0 P -31 227 24.0 3,682 2.61 0.22 0 0 Used only for supply connection. P -33 371 24.0 3,682 2.61 0.36 0 0 Used only for supply connection. P -34 765 24.0 3,682 2.61 0.74 0 0 P -40 239 24.0 -3,682 2.61 0.23 0 0 Used only for supply connection. P -46 285 24.0 3,682 2.61 0.28 0 0 Used only for supply connection. P -47 272 24.0 3,682 2.61 0.26 0 0 Used only for supply connection. P -C2 1,862 24.0 1,319 0.94 0.27 0 0 P -C3 6,364 12.0 1,319 3.74 26.93 0 0 P -C4 3,488 12.0 532 1.51 2.74 0 0 P -05 3,776 10.0 253 1.03 1.82 0 0 P -C6 2,124 10.0 209 0.85 0.72 0 0 P -C7 2,572 10.0 -3 0.01 0.00 0 0 P -C8 6,479 10.0 132 0.54 0.94 0 0 P -C9 5,152 12.0 -10 0.03 0.00 0 0 P -C10 5,363 12.0 -679 1.92 6.63 0 0 P -C11 1,184 12.0 901 2.56 2.48 0 0 P -C12 273 12.0 35 0.10 0.00 0 0 P -C13 1,273 12.0 -787 2.23 2.07 0 0 P -C14 2,006 12.0 577 1.64 1.83 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 21 of 27 Label Length (ft) P -C15 P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 2,914 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 250 147 1,841 1,580 522 340 340 340 -544 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 21.000 hours Velocity Headloss (ft/s) (ft) 1.02 0.60 2.94 4.48 3.33 0.96 0.96 0.96 1.54 1.38 0.66 2.78 24.01 33.98 0.35 0.34 0.18 1.43 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 21.336 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 1,228 0 3.48 0.00 1.03 0.00 0 0 0 0 P -31 227 24.0 3,204 2.27 0.17 0 0 Used only for supply connection. P -33 371 24.0 3,204 2.27 0.28 0 0 Used only for supply connection. P -34 765 24.0 3,204 2.27 0.57 0 0 P -40 239 24.0 -3,204 2.27 0.18 0 0 Used only for supply connection. P -46 285 24.0 3,204 2.27 0.21 0 0 Used only for supply connection. P -47 272 24.0 3,204 2.27 0.20 0 0 Used only for supply connection. P -C2 1,862 24.0 1,093 0.78 0.19 0 0 P -C3 6,364 12.0 1,093 3.10 19.03 0 0 P -C4 3,488 12.0 554 1.57 2.96 0 0 P -05 3,776 10.0 276 1.13 2.14 0 0 P -C6 2,124 10.0 280 1.14 1.24 0 0 P -C7 2,572 10.0 67 0.28 0.11 0 0 P -C8 6,479 10.0 295 1.20 4.15 0 0 P -C9 5,152 12.0 152 0.43 0.40 0 0 P -C10 5,363 12.0 -869 2.47 10.48 0 0 P -C11 1,184 12.0 467 1.32 0.73 0 0 P -C12 273 12.0 -539 1.53 0.22 0 0 P -C13 1,273 12.0 -539 1.53 1.03 0 0 P -C14 2,006 12.0 716 2.03 2.74 0 0 P -C15 2,914 10.0 342 1.40 2.46 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 22 of 27 Label Length (ft) P -C16 P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 3,723 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 10.0 16.0 12.0 8.0 12.0 12.0 12.0 12.0 195 1,597 1,336 514 332 332 332 -897 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 21.336 hours Velocity Headloss (ft/s) (ft) 0.80 2.55 3.79 3.28 0.94 0.94 0.94 2.54 1.11 2.14 17.60 33.00 0.33 0.33 0.17 3.61 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 22.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 969 0 2.75 0.00 0.66 0.00 0 0 0 0 P -31 227 24.0 3,340 2.37 0.18 0 0 Used only for supply connection. P -33 371 24.0 3,340 2.37 0.30 0 0 Used only for supply connection. P -34 765 24.0 3,340 2.37 0.62 0 0 P -40 239 24.0 -3,340 2.37 0.19 0 0 Used only for supply connection. P -46 285 24.0 3,340 2.37 0.23 0 0 Used only for supply connection. P -47 272 24.0 3,340 2.37 0.22 0 0 Used only for supply connection. P -C2 1,862 24.0 1,145 0.81 0.21 0 0 P -C3 6,364 12.0 1,145 3.25 20.73 0 0 P -C4 3,488 12.0 611 1.73 3.55 0 0 P -05 3,776 10.0 276 1.13 2.15 0 0 P -C6 2,124 10.0 262 1.07 1.10 0 0 P -C7 2,572 10.0 7 0.03 0.00 0 0 P -C8 6,479 10.0 210 0.86 2.21 0 0 P -C9 5,152 12.0 39 0.11 0.03 0 0 P -C10 5,363 12.0 -796 2.26 8.92 0 0 P -C11 1,184 12.0 583 1.65 1.11 0 0 P -C12 273 12.0 -534 1.52 0.22 0 0 P -C13 1,273 12.0 -534 1.52 1.01 0 0 P -C14 2,006 12.0 770 2.18 3.13 0 0 P -C15 2,914 10.0 340 1.39 2.43 0 0 P -C16 3,723 10.0 215 0.88 1.33 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 23 of 27 Label Length (ft) P -C17 P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 1,439 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 16.0 12.0 8.0 12.0 12.0 12.0 12.0 1,693 1,380 501 283 283 283 -686 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 22.000 hours Velocity Headloss (ft/s) (ft) 2.70 3.91 3.20 0.80 0.80 0.80 1.95 2.38 18.68 31.56 0.25 0.24 0.13 2.20 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 23.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 552 0 1.56 0.00 0.23 0.00 0 0 0 0 P -31 227 24.0 3,515 2.49 0.20 0 0 Used only for supply connection. P -33 371 24.0 3,515 2.49 0.33 0 0 Used only for supply connection. P -34 765 24.0 3,515 2.49 0.68 0 0 P -40 239 24.0 -3,515 2.49 0.21 0 0 Used only for supply connection. P -46 285 24.0 3,515 2.49 0.25 0 0 Used only for supply connection. P -47 272 24.0 3,515 2.49 0.24 0 0 Used only for supply connection. P -C2 1,862 24.0 1,209 0.86 0.23 0 0 P -C3 6,364 12.0 1,209 3.43 22.91 0 0 P -C4 3,488 12.0 683 1.94 4.36 0 0 P -05 3,776 10.0 264 1.08 1.98 0 0 P -C6 2,124 10.0 216 0.88 0.76 0 0 P -C7 2,572 10.0 -103 0.42 0.24 0 0 P -C8 6,479 10.0 42 0.17 0.11 0 0 P -C9 5,152 12.0 -172 0.49 0.50 0 0 P -C10 5,363 12.0 -697 1.98 6.97 0 0 P -C11 1,184 12.0 731 2.07 1.68 0 0 P -C12 273 12.0 -526 1.49 0.21 0 0 P -C13 1,273 12.0 -526 1.49 0.98 0 0 P -C14 2,006 12.0 823 2.33 3.54 0 0 P -C15 2,914 10.0 316 1.29 2.13 0 0 P -C16 3,723 10.0 238 0.97 1.60 0 0 P -C17 1,439 16.0 1,820 2.90 2.72 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 24 of 27 Label Length (ft) P -C18 P -C19 P -C20 P -C21 P -C22 P -C23 4,061 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 12.0 8.0 12.0 12.0 12.0 12.0 1,428 486 214 214 214 -338 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 23.000 hours Velocity Headloss (ft/s) (ft) 4.05 3.10 0.61 0.61 0.61 0.96 19.92 29.84 0.15 0.15 0.08 0.59 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 23.784 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 0 0 0.00 0.00 0.00 0.00 0 0 0 0 P -31 227 24.0 2,964 2.10 0.15 0 0 Used only for supply connection. P -33 371 24.0 2,964 2.10 0.24 0 0 Used only for supply connection. P -34 765 24.0 2,964 2.10 0.50 0 0 P -40 239 24.0 -2,964 2.10 0.15 0 0 Used only for supply connection. P -46 285 24.0 2,964 2.10 0.18 0 0 Used only for supply connection. P -47 272 24.0 2,964 2.10 0.18 0 0 Used only for supply connection. P -C2 1,862 24.0 1,021 0.72 0.17 0 0 P -C3 6,364 12.0 1,021 2.90 16.77 0 0 P -C4 3,488 12.0 620 1.76 3.65 0 0 P -05 3,776 10.0 202 0.83 1.21 0 0 P -C6 2,124 10.0 139 0.57 0.34 0 0 P -C7 2,572 10.0 -180 0.74 0.66 0 0 P -C8 6,479 10.0 -131 0.53 0.92 0 0 P -C9 5,152 12.0 -344 0.98 1.81 0 0 P -C10 5,363 12.0 -428 1.21 2.82 0 0 P -C11 1,184 12.0 746 2.12 1.74 0 0 P -C12 273 12.0 -401 1.14 0.13 0 0 P -C13 1,273 12.0 -401 1.14 0.59 0 0 P -C14 2,006 12.0 713 2.02 2.72 0 0 P -C15 2,914 10.0 221 0.90 1.10 0 0 P -C16 3,723 10.0 223 0.91 1.42 0 0 P -C17 1,439 16.0 1,566 2.50 2.06 0 0 P -C18 4,061 12.0 1,174 3.33 13.85 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 25 of 27 Label Length (ft) P -C19 P -C20 P -C21 P -C22 P -C23 6,207 1,010 999 527 1,745 Diameter Flow (in) (gpm) 8.0 12.0 12.0 12.0 12.0 376 104 104 104 104 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 23.784 hours Velocity Headloss (ft/s) (ft) 2.40 0.29 0.29 0.29 0.29 18.57 0.04 0.04 0.02 0.07 Hydraulic Grade (Initial Start) (ft) 0 0 0 0 0 Hydraulic Grade (Initial Stop) (ft) 0 0 0 0 0 Notes Label Length Diameter Flow (ft) (in) (gpm) Current Time: Velocity Headloss (ft /s) (ft) 24.000 hours Hydraulic Grade (Initial Start) (ft) Hydraulic Grade (Initial Stop) (ft) Notes P -29 P -30 277 415 12.0 12.0 -104 0 0.29 0.00 0.01 0.00 0 0 0 0 P -31 227 24.0 3,848 2.73 0.24 0 0 Used only for supply connection. P -33 371 24.0 3,848 2.73 0.39 0 0 Used only for supply connection. P -34 765 24.0 3,848 2.73 0.80 0 0 P -40 239 24.0 -3,848 2.73 0.25 0 0 Used only for supply connection. P -46 285 24.0 3,848 2.73 0.30 0 0 Used only for supply connection. P -47 272 24.0 3,848 2.73 0.29 0 0 Used only for supply connection. P -C2 1,862 24.0 1,328 0.94 0.27 0 0 P -C3 6,364 12.0 1,328 3.77 27.27 0 0 P -C4 3,488 12.0 819 2.32 6.10 0 0 P -05 3,776 10.0 261 1.07 1.93 0 0 P -C6 2,124 10.0 175 0.72 0.52 0 0 P -C7 2,572 10.0 -250 1.02 1.21 0 0 P -C8 6,479 10.0 -197 0.80 1.96 0 0 P -C9 5,152 12.0 -482 1.37 3.38 0 0 P -C10 5,363 12.0 -511 1.45 3.92 0 0 P -C11 1,184 12.0 1,006 2.85 3.04 0 0 P -C12 273 12.0 -509 1.44 0.20 0 0 P -C13 1,273 12.0 -509 1.44 0.92 0 0 P -C14 2,006 12.0 937 2.66 4.50 0 0 P -C15 2,914 10.0 282 1.15 1.72 0 0 P -C16 3,723 10.0 296 1.21 2.41 0 0 P -C17 1,439 16.0 2,040 3.25 3.36 0 0 P -C18 4,061 12.0 1,517 4.30 22.27 0 0 P -C19 6,207 8.0 480 3.07 29.16 0 0 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 26 of 27 FlexTable: Pipe Table (Corcoran with Changes.wtg) Current Time: 24.000 hours Label Length Diameter Flow Velocity Headloss Hydraulic Grade Hydraulic Grade (ft) (in) (gpm) (ft/s) (ft) (Initial Start) (Initial Stop) (ft) (ft) Notes P -C20 P -C21 P -C22 P -C23 1,010 999 527 1,745 12.0 12.0 12.0 12.0 117 117 117 220 0.33 0.33 0.33 0.63 0.05 0.05 0.03 0.27 0 0 0 0 0 0 0 0 Bentley WaterCAD V8i (SELECTseries 3) Corcoran with Changes.wtg Corcoran Water Distribution [08.11.03.19] 6/5/2013 Wenck Associates, Inc. Page 27 of 27 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 0.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.16 81.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.27 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.00 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,157.73 81.7 (N /A) 0 0 0 1,500 J -05 950.00 558 1,151.62 87.2 (N /A) 1,115 128 558 1,500 J -C6 950.00 382 1,149.69 86.4 (N /A) 764 88 382 1,500 J -C7 954.00 425 1,149.17 84.4 (N /A) 850 98 425 1,500 J -C8 980.00 229 1,150.38 73.7 (N /A) 458 53 229 1,500 J -C9 985.00 285 1,152.34 72.4 (N /A) 570 66 285 1,500 J -C10 1,000.00 249 1,155.72 67.4 (N /A) 499 57 249 1,500 J -C11 1,004.00 0 1,159.64 67.3 (N /A) 0 0 0 1,500 J -C12 976.00 579 1,156.60 78.1 (N /A) 1,158 133 579 1,500 J -C13 995.00 0 1,156.80 70.0 (N /A) 0 0 0 1,500 J -C14 962.00 359 1,152.10 82.2 (N /A) 718 83 359 1,500 J -C15 998.00 523 1,181.91 79.6 (N /A) 1,045 120 523 1,500 J -C16 996.00 364 1,156.11 69.3 (N /A) 727 84 364 1,500 J -C17 994.00 0 1,156.06 70.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,156.01 67.5 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,155.99 58.8 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 1.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,008.62 8.1 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.34 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.06 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,156.74 81.2 (N /A) 0 0 0 1,500 J -05 950.00 613 1,149.60 86.4 (N /A) 1,115 128 613 1,500 J -C6 950.00 420 1,147.43 85.4 (N /A) 764 88 420 1,500 J -C7 954.00 467 1,146.85 83.4 (N /A) 850 98 467 1,500 J -C8 980.00 252 1,148.36 72.8 (N /A) 458 53 252 1,500 J -C9 985.00 314 1,150.96 71.8 (N /A) 570 66 314 1,500 J -C10 1,000.00 274 1,155.17 67.1 (N /A) 499 57 274 1,500 J -C11 1,004.00 0 1,158.90 67.0 (N /A) 0 0 0 1,500 J -C12 976.00 637 1,155.68 77.7 (N /A) 1,158 133 637 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 1 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 395 575 400 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,155.96 1,150.34 1,181.75 1,155.77 1,155.74 1,155.72 1,155.70 Pressure (psi) 69.6 81.5 79.5 69.1 70.0 67.4 58.7 Current Time: 1.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 395 575 400 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 2.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.97 7.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,184.69 89.9 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,184.41 104.0 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,156.26 81.0 (N /A) 0 0 0 1,500 J -05 950.00 625 1,148.89 86.0 (N /A) 1,115 128 625 1,500 J -C6 950.00 428 1,146.65 85.1 (N /A) 764 88 428 1,500 J -C7 954.00 476 1,146.05 83.1 (N /A) 850 98 476 1,500 J -C8 980.00 256 1,147.61 72.5 (N /A) 458 53 256 1,500 J -C9 985.00 319 1,150.25 71.5 (N /A) 570 66 319 1,500 3-C10 1,000.00 279 1,154.57 66.9 (N /A) 499 57 279 1,500 3-C11 1,004.00 0 1,158.39 66.8 (N /A) 0 0 0 1,500 3-C12 976.00 648 1,155.22 77.5 (N /A) 1,158 133 648 1,500 3-C13 995.00 0 1,155.55 69.5 (N /A) 0 0 0 1,500 3-C14 962.00 402 1,149.67 81.2 (N /A) 718 83 402 1,500 3-C15 998.00 585 1,181.08 79.2 (N /A) 1,045 120 585 1,500 3-C16 996.00 407 1,155.18 68.9 (N /A) 727 84 407 1,500 3-C17 994.00 0 1,155.16 69.7 (N /A) 0 0 0 1,500 3-C18 1,000.00 0 1,155.14 67.1 (N /A) 0 0 0 1,500 3-C19 1,020.00 0 1,155.13 58.5 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 3.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 2 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 3.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.73 7.7 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,184.45 89.8 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,184.16 103.9 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,155.84 80.8 (N /A) 0 0 0 1,500 J -05 950.00 608 1,148.79 86.0 (N /A) 1,115 128 608 1,500 J -C6 950.00 416 1,146.63 85.1 (N /A) 764 88 416 1,500 J -C7 954.00 463 1,146.05 83.1 (N /A) 850 98 463 1,500 J -C8 980.00 249 1,147.52 72.5 (N /A) 458 53 249 1,500 J -C9 985.00 311 1,149.99 71.4 (N /A) 570 66 311 1,500 J -C10 1,000.00 272 1,154.07 66.7 (N /A) 499 57 272 1,500 J -C11 1,004.00 0 1,157.95 66.6 (N /A) 0 0 0 1,500 J -C12 976.00 631 1,154.76 77.3 (N /A) 1,158 133 631 1,500 J -C13 995.00 0 1,155.04 69.2 (N /A) 0 0 0 1,500 J -C14 962.00 391 1,149.49 81.1 (N /A) 718 83 391 1,500 J -C15 998.00 570 1,180.87 79.1 (N /A) 1,045 120 570 1,500 J -C16 996.00 396 1,154.61 68.6 (N /A) 727 84 396 1,500 J -C17 994.00 0 1,154.58 69.5 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,154.55 66.9 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,154.54 58.2 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 4.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.43 7.5 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,184.15 89.6 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,183.87 103.8 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,155.51 80.7 (N /A) 0 0 0 1,500 J -05 950.00 602 1,148.56 85.9 (N /A) 1,115 128 602 1,500 J -C6 950.00 412 1,146.41 85.0 (N /A) 764 88 412 1,500 J -C7 954.00 459 1,145.84 83.0 (N /A) 850 98 459 1,500 J -C8 980.00 247 1,147.27 72.4 (N /A) 458 53 247 1,500 J -C9 985.00 308 1,149.65 71.2 (N /A) 570 66 308 1,500 J -C10 1,000.00 269 1,153.62 66.5 (N /A) 499 57 269 1,500 J -C11 1,004.00 0 1,157.58 66.4 (N /A) 0 0 0 1,500 J -C12 976.00 625 1,154.42 77.2 (N /A) 1,158 133 625 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 3 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 387 564 393 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,154.69 1,149.22 1,180.58 1,154.13 1,154.09 1,154.06 1,154.04 Pressure (psi) 69.1 81.0 79.0 68.4 69.3 66.7 58.0 Current Time: 4.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 387 564 393 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 5.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.39 7.5 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,184.11 89.6 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,183.82 103.8 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,155.30 80.6 (N /A) 0 0 0 1,500 J -05 950.00 585 1,148.66 85.9 (N /A) 1,115 128 585 1,500 J -C6 950.00 401 1,146.58 85.0 (N /A) 764 88 401 1,500 J -C7 954.00 446 1,146.02 83.1 (N /A) 850 98 446 1,500 J -C8 980.00 240 1,147.36 72.4 (N /A) 458 53 240 1,500 J -C9 985.00 299 1,149.55 71.2 (N /A) 570 66 299 1,500 J -C10 1,000.00 262 1,153.27 66.3 (N /A) 499 57 262 1,500 J -C11 1,004.00 0 1,157.33 66.3 (N /A) 0 0 0 1,500 J -C12 976.00 608 1,154.16 77.1 (N /A) 1,158 133 608 1,500 J -C13 995.00 0 1,154.40 69.0 (N /A) 0 0 0 1,500 J -C14 962.00 377 1,149.23 81.0 (N /A) 718 83 377 1,500 J -C15 998.00 549 1,180.56 79.0 (N /A) 1,045 120 549 1,500 J -C16 996.00 382 1,153.71 68.2 (N /A) 727 84 382 1,500 J -C17 994.00 0 1,153.67 69.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,153.63 66.5 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,153.61 57.8 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 6.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 4 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 6.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.19 7.4 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,183.91 89.5 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,183.63 103.7 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,155.15 80.5 (N /A) 0 0 0 1,500 J -05 950.00 585 1,148.50 85.9 (N /A) 1,115 128 585 1,500 J -C6 950.00 401 1,146.40 85.0 (N /A) 764 88 401 1,500 J -C7 954.00 446 1,145.83 83.0 (N /A) 850 98 446 1,500 J -C8 980.00 240 1,147.16 72.3 (N /A) 458 53 240 1,500 J -C9 985.00 299 1,149.29 71.1 (N /A) 570 66 299 1,500 J -C10 1,000.00 262 1,152.96 66.2 (N /A) 499 57 262 1,500 J -C11 1,004.00 0 1,157.14 66.3 (N /A) 0 0 0 1,500 J -C12 976.00 608 1,154.01 77.0 (N /A) 1,158 133 608 1,500 J -C13 995.00 0 1,154.26 68.9 (N /A) 0 0 0 1,500 J -C14 962.00 377 1,149.06 80.9 (N /A) 718 83 377 1,500 J -C15 998.00 549 1,180.36 78.9 (N /A) 1,045 120 549 1,500 J -C16 996.00 382 1,153.38 68.1 (N /A) 727 84 382 1,500 J -C17 994.00 0 1,153.34 68.9 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,153.30 66.3 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,153.27 57.7 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 7.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,004.77 6.4 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,181.49 88.5 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,181.22 102.6 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,154.07 80.1 (N /A) 0 0 0 1,500 J -05 950.00 697 1,145.10 84.4 (N /A) 1,115 128 697 1,500 J -C6 950.00 477 1,142.43 83.3 (N /A) 764 88 477 1,500 J -C7 954.00 531 1,141.70 81.2 (N /A) 850 98 531 1,500 J -C8 980.00 286 1,143.62 70.8 (N /A) 458 53 286 1,500 J -C9 985.00 356 1,146.78 70.0 (N /A) 570 66 356 1,500 J -C10 1,000.00 312 1,152.02 65.8 (N /A) 499 57 312 1,500 J -C11 1,004.00 0 1,156.00 65.8 (N /A) 0 0 0 1,500 J -C12 976.00 724 1,153.09 76.6 (N /A) 1,158 133 724 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 5 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 448 653 455 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,153.68 1,146.21 1,177.77 1,152.87 1,152.86 1,152.86 1,152.86 Pressure (psi) 68.7 79.7 77.8 67.9 68.7 66.1 57.5 Current Time: 7.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 448 653 455 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 8.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,002.38 5.4 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,179.10 87.4 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,178.83 101.6 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,152.16 79.2 (N /A) 0 0 0 1,500 J -05 950.00 747 1,142.05 83.1 (N /A) 1,115 128 747 1,500 J -C6 950.00 512 1,139.11 81.8 (N /A) 764 88 512 1,500 J -C7 954.00 569 1,138.31 79.7 (N /A) 850 98 569 1,500 J -C8 980.00 307 1,140.55 69.5 (N /A) 458 53 307 1,500 J -C9 985.00 382 1,144.41 69.0 (N /A) 570 66 382 1,500 J -C10 1,000.00 334 1,150.54 65.1 (N /A) 499 57 334 1,500 J -C11 1,004.00 0 1,154.13 65.0 (N /A) 0 0 0 1,500 J -C12 976.00 776 1,151.19 75.8 (N /A) 1,158 133 776 1,500 J -C13 995.00 0 1,151.94 67.9 (N /A) 0 0 0 1,500 J -C14 962.00 481 1,143.41 78.5 (N /A) 718 83 481 1,500 J -C15 998.00 700 1,175.30 76.7 (N /A) 1,045 120 700 1,500 J -C16 996.00 487 1,151.82 67.4 (N /A) 727 84 487 1,500 J -C17 994.00 0 1,151.82 68.3 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,151.82 65.7 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,151.83 57.0 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 9.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 6 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 9.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 998.81 3.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,175.54 85.9 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,175.28 100.1 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,149.41 78.1 (N /A) 0 0 0 1,500 J -05 950.00 825 1,137.35 81.1 (N /A) 1,115 128 825 1,500 J -C6 950.00 565 1,133.89 79.6 (N /A) 764 88 565 1,500 J -C7 954.00 629 1,132.96 77.4 (N /A) 850 98 629 1,500 J -C8 980.00 339 1,135.71 67.4 (N /A) 458 53 339 1,500 J -C9 985.00 422 1,140.66 67.3 (N /A) 570 66 422 1,500 J -C10 1,000.00 369 1,148.24 64.1 (N /A) 499 57 369 1,500 J -C11 1,004.00 0 1,151.30 63.7 (N /A) 0 0 0 1,500 J -C12 976.00 857 1,148.32 74.6 (N /A) 1,158 133 857 1,500 J -C13 995.00 0 1,149.36 66.8 (N /A) 0 0 0 1,500 J -C14 962.00 531 1,139.06 76.6 (N /A) 718 83 531 1,500 J -C15 998.00 773 1,171.61 75.1 (N /A) 1,045 120 773 1,500 J -C16 996.00 538 1,150.25 66.7 (N /A) 727 84 538 1,500 J -C17 994.00 0 1,150.28 67.6 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,150.31 65.0 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,150.33 56.4 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 10.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 995.41 2.3 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,172.13 84.4 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,171.88 98.6 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,146.31 76.7 (N /A) 0 0 0 1,500 J -05 950.00 864 1,133.22 79.3 (N /A) 1,115 128 864 1,500 J -C6 950.00 592 1,129.50 77.7 (N /A) 764 88 592 1,500 J -C7 954.00 659 1,128.52 75.5 (N /A) 850 98 659 1,500 J -C8 980.00 355 1,131.56 65.6 (N /A) 458 53 355 1,500 J -C9 985.00 442 1,137.20 65.9 (N /A) 570 66 442 1,500 J -C10 1,000.00 387 1,145.63 63.0 (N /A) 499 57 387 1,500 J -C11 1,004.00 0 1,148.24 62.4 (N /A) 0 0 0 1,500 J -C12 976.00 897 1,145.14 73.2 (N /A) 1,158 133 897 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 7 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 556 810 564 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,146.30 1,135.13 1,168.14 1,148.19 1,148.25 1,148.31 1,148.34 Pressure (psi) 65.5 74.9 73.6 65.8 66.7 64.2 55.5 Current Time: 10.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 556 810 564 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 11.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 990.17 0.1 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,166.89 82.2 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,166.65 96.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,142.08 74.9 (N /A) 0 0 0 1,500 J -05 950.00 959 1,126.23 76.2 (N /A) 1,115 128 959 1,500 J -C6 950.00 657 1,121.74 74.3 (N /A) 764 88 657 1,500 J -C7 954.00 731 1,120.56 72.1 (N /A) 850 98 731 1,500 J -C8 980.00 394 1,124.29 62.4 (N /A) 458 53 394 1,500 J -C9 985.00 490 1,131.36 63.3 (N /A) 570 66 490 1,500 J -C10 1,000.00 429 1,141.74 61.3 (N /A) 499 57 429 1,500 J -C11 1,004.00 0 1,143.76 60.5 (N /A) 0 0 0 1,500 J -C12 976.00 996 1,140.57 71.2 (N /A) 1,158 133 996 1,500 J -C13 995.00 0 1,142.14 63.7 (N /A) 0 0 0 1,500 J -C14 962.00 617 1,128.52 72.0 (N /A) 718 83 617 1,500 J -C15 998.00 899 1,162.72 71.3 (N /A) 1,045 120 899 1,500 J -C16 996.00 625 1,145.41 64.6 (N /A) 727 84 625 1,500 J -C17 994.00 0 1,145.57 65.6 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,145.72 63.0 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,145.80 54.4 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 12.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 8 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 12.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 981.87 -3.5 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,158.59 78.6 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,158.36 92.7 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,135.26 71.9 (N /A) 0 0 0 1,500 J -05 950.00 1,115 1,114.38 71.1 (N /A) 1,115 128 1,115 1,500 J -C6 950.00 764 1,108.52 68.6 (N /A) 764 88 764 1,500 J -C7 954.00 850 1,106.98 66.2 (N /A) 850 98 850 1,500 J -C8 980.00 458 1,111.96 57.1 (N /A) 458 53 458 1,500 J -C9 985.00 570 1,121.56 59.1 (N /A) 570 66 570 1,500 J -C10 1,000.00 499 1,135.44 58.6 (N /A) 499 57 499 1,500 J -C11 1,004.00 0 1,136.69 57.4 (N /A) 0 0 0 1,500 J -C12 976.00 1,158 1,133.39 68.1 (N /A) 1,158 133 1,158 1,500 J -C13 995.00 0 1,135.78 60.9 (N /A) 0 0 0 1,500 J -C14 962.00 718 1,117.50 67.3 (N /A) 718 83 718 1,500 J -C15 998.00 1,045 1,154.13 67.6 (N /A) 1,045 120 1,045 1,500 J -C16 996.00 727 1,141.20 62.8 (N /A) 727 84 727 1,500 J -C17 994.00 0 1,141.59 63.9 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,141.98 61.4 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,142.19 52.9 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 13.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 984.62 -2.3 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,161.34 79.8 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,161.07 93.9 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,134.27 71.5 (N /A) 0 0 0 1,500 J -05 950.00 836 1,122.18 74.5 (N /A) 1,115 128 836 1,500 J -C6 950.00 573 1,118.89 73.1 (N /A) 764 88 573 1,500 J -C7 954.00 637 1,118.05 71.0 (N /A) 850 98 637 1,500 J -C8 980.00 343 1,121.09 61.0 (N /A) 458 53 343 1,500 J -C9 985.00 428 1,127.31 61.6 (N /A) 570 66 428 1,500 J -C10 1,000.00 374 1,135.83 58.8 (N /A) 499 57 374 1,500 J -C11 1,004.00 0 1,137.23 57.6 (N /A) 0 0 0 1,500 J -C12 976.00 868 1,133.37 68.1 (N /A) 1,158 133 868 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 9 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 538 784 545 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,134.20 1,124.17 1,157.40 1,139.13 1,139.19 1,139.25 1,139.28 Pressure (psi) 60.2 70.2 69.0 61.9 62.8 60.2 51.6 Current Time: 13.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 538 784 545 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 14.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 988.38 -0.7 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,165.10 81.4 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,164.80 95.5 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,134.49 71.6 (N /A) 0 0 0 1,500 J -05 950.00 541 1,128.93 77.4 (N /A) 1,115 128 541 1,500 J -C6 950.00 370 1,127.31 76.7 (N /A) 764 88 370 1,500 J -C7 954.00 412 1,126.95 74.8 (N /A) 850 98 412 1,500 J -C8 980.00 222 1,128.35 64.2 (N /A) 458 53 222 1,500 J -C9 985.00 276 1,131.96 63.6 (N /A) 570 66 276 1,500 J -C10 1,000.00 242 1,136.28 59.0 (N /A) 499 57 242 1,500 J -C11 1,004.00 0 1,137.78 57.9 (N /A) 0 0 0 1,500 J -C12 976.00 562 1,133.11 68.0 (N /A) 1,158 133 562 1,500 J -C13 995.00 0 1,133.13 59.8 (N /A) 0 0 0 1,500 J -C14 962.00 348 1,129.42 72.4 (N /A) 718 83 348 1,500 J -C15 998.00 507 1,161.61 70.8 (N /A) 1,045 120 507 1,500 J -C16 996.00 353 1,137.56 61.2 (N /A) 727 84 353 1,500 J -C17 994.00 0 1,137.51 62.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,137.47 59.5 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,137.45 50.8 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 15.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 10 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 15.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 991.20 0.5 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,167.92 82.6 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,167.61 96.7 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,136.77 72.6 (N /A) 0 0 0 1,500 J -05 950.00 435 1,132.69 79.0 (N /A) 1,115 128 435 1,500 J -C6 950.00 298 1,131.24 78.4 (N /A) 764 88 298 1,500 J -C7 954.00 331 1,130.93 76.6 (N /A) 850 98 331 1,500 J -C8 980.00 178 1,131.73 65.6 (N /A) 458 53 178 1,500 J -C9 985.00 222 1,133.78 64.4 (N /A) 570 66 222 1,500 J -C10 1,000.00 195 1,136.43 59.0 (N /A) 499 57 195 1,500 J -C11 1,004.00 0 1,139.13 58.5 (N /A) 0 0 0 1,500 J -C12 976.00 452 1,134.84 68.7 (N /A) 1,158 133 452 1,500 J -C13 995.00 0 1,134.83 60.5 (N /A) 0 0 0 1,500 J -C14 962.00 280 1,132.46 73.8 (N /A) 718 83 280 1,500 J -C15 998.00 408 1,164.56 72.1 (N /A) 1,045 120 408 1,500 J -C16 996.00 284 1,137.02 61.0 (N /A) 727 84 284 1,500 J -C17 994.00 0 1,136.87 61.8 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,136.73 59.2 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,136.65 50.5 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 16.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,000.89 4.7 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,177.61 86.8 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,177.28 100.9 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,143.67 75.6 (N /A) 0 0 0 1,500 J -05 950.00 128 1,142.14 83.1 (N /A) 1,115 128 128 1,500 J -C6 950.00 88 1,140.23 82.3 (N /A) 764 88 88 1,500 J -C7 954.00 98 1,139.88 80.4 (N /A) 850 98 98 1,500 J -C8 980.00 53 1,139.84 69.2 (N /A) 458 53 53 1,500 J -C9 985.00 66 1,139.18 66.7 (N /A) 570 66 66 1,500 J -C10 1,000.00 57 1,139.14 60.2 (N /A) 499 57 57 1,500 J -C11 1,004.00 0 1,144.48 60.8 (N /A) 0 0 0 1,500 J -C12 976.00 133 1,140.38 71.1 (N /A) 1,158 133 133 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 11 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 83 120 84 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,139.83 1,140.19 1,174.64 1,139.09 1,138.45 1,137.81 1,137.47 Pressure (psi) 62.7 77.1 76.4 61.9 62.5 59.6 50.8 Current Time: 16.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 83 120 84 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 17.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,004.51 6.3 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,181.23 88.4 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,180.90 102.5 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,147.76 77.3 (N /A) 0 0 0 1,500 J -05 950.00 139 1,146.12 84.9 (N /A) 1,115 128 139 1,500 J -C6 950.00 95 1,144.15 84.0 (N /A) 764 88 95 1,500 J -C7 954.00 106 1,143.68 82.1 (N /A) 850 98 106 1,500 J -C8 980.00 57 1,143.60 70.8 (N /A) 458 53 57 1,500 J -C9 985.00 71 1,142.36 68.1 (N /A) 570 66 71 1,500 J -C10 1,000.00 62 1,142.24 61.5 (N /A) 499 57 62 1,500 J -C11 1,004.00 0 1,148.29 62.4 (N /A) 0 0 0 1,500 J -C12 976.00 145 1,144.50 72.9 (N /A) 1,158 133 145 1,500 J -C13 995.00 0 1,144.09 64.5 (N /A) 0 0 0 1,500 J -C14 962.00 90 1,144.15 78.8 (N /A) 718 83 90 1,500 J -C15 998.00 131 1,178.25 78.0 (N /A) 1,045 120 131 1,500 J -C16 996.00 91 1,141.77 63.1 (N /A) 727 84 91 1,500 J -C17 994.00 0 1,141.13 63.7 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,140.49 60.8 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,140.15 52.0 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 18.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 12 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 18.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,007.47 7.6 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,184.19 89.6 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,183.86 103.8 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,151.29 78.9 (N /A) 0 0 0 1,500 J -05 950.00 167 1,149.43 86.3 (N /A) 1,115 128 167 1,500 J -C6 950.00 115 1,147.45 85.4 (N /A) 764 88 115 1,500 J -C7 954.00 127 1,146.86 83.4 (N /A) 850 98 127 1,500 J -C8 980.00 69 1,146.77 72.2 (N /A) 458 53 69 1,500 J -C9 985.00 86 1,145.25 69.3 (N /A) 570 66 86 1,500 J -C10 1,000.00 75 1,145.11 62.8 (N /A) 499 57 75 1,500 J -C11 1,004.00 0 1,151.67 63.9 (N /A) 0 0 0 1,500 J -C12 976.00 174 1,148.14 74.5 (N /A) 1,158 133 174 1,500 J -C13 995.00 0 1,147.88 66.1 (N /A) 0 0 0 1,500 J -C14 962.00 108 1,147.51 80.3 (N /A) 718 83 108 1,500 J -C15 998.00 157 1,181.17 79.3 (N /A) 1,045 120 157 1,500 J -C16 996.00 109 1,144.43 64.2 (N /A) 727 84 109 1,500 J -C17 994.00 0 1,143.83 64.8 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,143.23 62.0 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,142.92 53.2 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 19.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.15 81.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.26 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,184.96 104.2 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,154.15 80.1 (N /A) 0 0 0 1,500 J -05 950.00 195 1,152.09 87.4 (N /A) 1,115 128 195 1,500 J -C6 950.00 134 1,150.16 86.6 (N /A) 764 88 134 1,500 J -C7 954.00 149 1,149.49 84.6 (N /A) 850 98 149 1,500 J -C8 980.00 80 1,149.42 73.3 (N /A) 458 53 80 1,500 J -C9 985.00 100 1,147.84 70.5 (N /A) 570 66 100 1,500 J -C10 1,000.00 87 1,147.73 63.9 (N /A) 499 57 87 1,500 J -C11 1,004.00 0 1,154.45 65.1 (N /A) 0 0 0 1,500 J -C12 976.00 203 1,151.29 75.8 (N /A) 1,158 133 203 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 13 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 126 183 127 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,151.15 1,150.35 1,182.33 1,146.96 1,146.43 1,145.90 1,145.62 Pressure (psi) 67.6 81.5 79.7 65.3 65.9 63.1 54.3 Current Time: 19.000 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 126 183 127 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 20.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.20 81.9 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.31 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.02 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,156.48 81.1 (N /A) 0 0 0 1,500 J -05 950.00 223 1,154.22 88.4 (N /A) 1,115 128 223 1,500 J -C6 950.00 153 1,152.36 87.6 (N /A) 764 88 153 1,500 J -C7 954.00 170 1,151.65 85.5 (N /A) 850 98 170 1,500 J -C8 980.00 92 1,151.61 74.2 (N /A) 458 53 92 1,500 J -C9 985.00 114 1,150.15 71.5 (N /A) 570 66 114 1,500 J -C10 1,000.00 100 1,150.09 64.9 (N /A) 499 57 100 1,500 J -C11 1,004.00 0 1,156.76 66.1 (N /A) 0 0 0 1,500 J -C12 976.00 232 1,153.97 77.0 (N /A) 1,158 133 232 1,500 J -C13 995.00 0 1,153.92 68.8 (N /A) 0 0 0 1,500 J -C14 962.00 144 1,152.72 82.5 (N /A) 718 83 144 1,500 J -C15 998.00 209 1,182.50 79.8 (N /A) 1,045 120 209 1,500 J -C16 996.00 145 1,149.32 66.3 (N /A) 727 84 145 1,500 J -C17 994.00 0 1,148.86 67.0 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,148.42 64.2 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,148.18 55.5 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 21.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 14 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 21.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.23 81.9 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.33 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.07 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,158.14 81.8 (N /A) 0 0 0 1,500 J -05 950.00 279 1,155.39 88.9 (N /A) 1,115 128 279 1,500 J -C6 950.00 191 1,153.57 88.1 (N /A) 764 88 191 1,500 J -C7 954.00 212 1,152.85 86.0 (N /A) 850 98 212 1,500 J -C8 980.00 114 1,152.85 74.8 (N /A) 458 53 114 1,500 J -C9 985.00 143 1,151.91 72.2 (N /A) 570 66 143 1,500 J -C10 1,000.00 125 1,151.91 65.7 (N /A) 499 57 125 1,500 J -C11 1,004.00 0 1,158.54 66.9 (N /A) 0 0 0 1,500 J -C12 976.00 289 1,156.07 77.9 (N /A) 1,158 133 289 1,500 J -C13 995.00 0 1,156.06 69.7 (N /A) 0 0 0 1,500 J -C14 962.00 179 1,154.23 83.2 (N /A) 718 83 179 1,500 J -C15 998.00 261 1,182.55 79.8 (N /A) 1,045 120 261 1,500 J -C16 996.00 182 1,151.35 67.2 (N /A) 727 84 182 1,500 J -C17 994.00 0 1,151.01 67.9 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,150.66 65.2 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,150.48 56.5 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 21.336 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.40 81.9 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.50 90.2 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.31 104.4 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,166.28 85.4 (N /A) 0 0 0 1,500 J -05 950.00 279 1,163.32 92.3 (N /A) 1,115 128 279 1,500 J -C6 950.00 191 1,161.18 91.4 (N /A) 764 88 191 1,500 J -C7 954.00 212 1,159.94 89.1 (N /A) 850 98 212 1,500 J -C8 980.00 114 1,159.84 77.8 (N /A) 458 53 114 1,500 J -C9 985.00 143 1,155.68 73.8 (N /A) 570 66 143 1,500 J -C10 1,000.00 125 1,155.28 67.2 (N /A) 499 57 125 1,500 J -C11 1,004.00 0 1,165.77 70.0 (N /A) 0 0 0 1,500 J -C12 976.00 289 1,165.04 81.8 (N /A) 1,158 133 289 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 15 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 179 261 182 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,165.26 1,162.29 1,183.36 1,152.50 1,152.17 1,151.84 1,151.67 Pressure (psi) 73.7 86.7 80.2 67.7 68.4 65.7 57.0 Current Time: 21.336 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 179 261 182 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 22.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.36 81.9 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.46 90.2 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.25 104.4 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,164.52 84.6 (N /A) 0 0 0 1,500 J -05 950.00 335 1,160.97 91.3 (N /A) 1,115 128 335 1,500 J -C6 950.00 229 1,158.82 90.3 (N /A) 764 88 229 1,500 J -C7 954.00 255 1,157.72 88.1 (N /A) 850 98 255 1,500 J -C8 980.00 137 1,157.72 76.9 (N /A) 458 53 137 1,500 J -C9 985.00 171 1,155.51 73.8 (N /A) 570 66 171 1,500 J -C10 1,000.00 150 1,155.47 67.3 (N /A) 499 57 150 1,500 J -C11 1,004.00 0 1,164.39 69.4 (N /A) 0 0 0 1,500 J -C12 976.00 347 1,163.29 81.0 (N /A) 1,158 133 347 1,500 J -C13 995.00 0 1,163.51 72.9 (N /A) 0 0 0 1,500 J -C14 962.00 215 1,160.15 85.7 (N /A) 718 83 215 1,500 J -C15 998.00 314 1,183.07 80.1 (N /A) 1,045 120 314 1,500 J -C16 996.00 218 1,153.90 68.3 (N /A) 727 84 218 1,500 J -C17 994.00 0 1,153.65 69.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,153.41 66.4 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,153.28 57.7 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Current Time: 23.000 hours Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 16 of 18 Label FlexTable: Junction Table (Corcoran with Changes.wtg) Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 23.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.29 81.9 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.40 90.2 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.17 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,162.26 83.6 (N /A) 0 0 0 1,500 J -05 950.00 418 1,157.90 89.9 (N /A) 1,115 128 418 1,500 J -C6 950.00 286 1,155.92 89.1 (N /A) 764 88 286 1,500 J -C7 954.00 319 1,155.16 87.0 (N /A) 850 98 319 1,500 J -C8 980.00 172 1,155.39 75.9 (N /A) 458 53 172 1,500 J -C9 985.00 214 1,155.28 73.7 (N /A) 570 66 214 1,500 J -C10 1,000.00 187 1,155.78 67.4 (N /A) 499 57 187 1,500 J -C11 1,004.00 0 1,162.75 68.7 (N /A) 0 0 0 1,500 J -C12 976.00 434 1,161.07 80.1 (N /A) 1,158 133 434 1,500 J -C13 995.00 0 1,161.28 71.9 (N /A) 0 0 0 1,500 J -C14 962.00 269 1,157.52 84.6 (N /A) 718 83 269 1,500 J -C15 998.00 392 1,182.67 79.9 (N /A) 1,045 120 392 1,500 J -C16 996.00 273 1,155.56 69.0 (N /A) 727 84 273 1,500 J -C17 994.00 0 1,155.41 69.8 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,155.27 67.2 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,155.19 58.5 (N /A) 0 0 0 1,500 Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 23.784 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.48 82.0 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.58 90.2 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.41 104.4 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,168.64 86.4 (N /A) 0 0 0 1,500 J -05 950.00 418 1,164.99 93.0 (N /A) 1,115 128 418 1,500 J -C6 950.00 286 1,163.78 92.5 (N /A) 764 88 286 1,500 J -C7 954.00 319 1,163.45 90.6 (N /A) 850 98 319 1,500 J -C8 980.00 172 1,164.11 79.7 (N /A) 458 53 172 1,500 J -C9 985.00 214 1,165.03 77.9 (N /A) 570 66 214 1,500 J -C10 1,000.00 187 1,166.85 72.2 (N /A) 499 57 187 1,500 J -C11 1,004.00 0 1,169.67 71.7 (N /A) 0 0 0 1,500 J -C12 976.00 434 1,167.92 83.0 (N /A) 1,158 133 434 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 17 of 18 Label Elevation Demand (ft) (gpm) J -C13 J -C14 J -C15 J -C16 J -C17 J -C18 J -C19 995.00 962.00 998.00 996.00 994.00 1,000.00 1,020.00 0 269 392 273 0 0 0 FlexTable: Junction Table (Corcoran with Changes.wtg) Hydraulic Grade (ft) 1,168.05 1,165.21 1,183.52 1,167.01 1,166.97 1,166.93 1,166.91 Pressure (psi) 74.9 87.9 80.3 74.0 74.8 72.2 63.6 Current Time: 23.784 hours Fire Flow (Available) (gpm) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) (N /A) Demand (Maximum) (gpm) 0 718 1,045 727 0 0 0 Demand (Minimum) (gpm) 0 83 120 84 0 0 0 Demand (Target) (gpm) 0 269 392 273 0 0 0 Fire Flow (Needed) (gpm) 1,500 1,500 1,500 1,500 1,500 1,500 1,500 Notes Label Elevation Demand Hydraulic (ft) (gpm) Grade (ft) Current Time: 24.000 hours Pressure Fire Flow (psi) (Available) (gpm) Demand (Maximum) (gpm) Demand (Minimum) (gpm) Demand (Target) (gpm) Fire Flow (Needed) (gpm) Notes J -C1 990.00 0 1,179.16 81.8 (N /A) 0 0 0 200 Used only for supply connection. J -C2 977.00 0 1,185.27 90.1 (N /A) 0 0 0 1,500 J -C3 944.00 0 1,185.00 104.3 (N /A) 0 0 0 1,500 J -C4 969.00 0 1,157.73 81.7 (N /A) 0 0 0 1,500 J -05 950.00 558 1,151.62 87.2 (N /A) 1,115 128 558 1,500 J -C6 950.00 382 1,149.69 86.4 (N /A) 764 88 382 1,500 J -C7 954.00 425 1,149.17 84.4 (N /A) 850 98 425 1,500 J -C8 980.00 229 1,150.38 73.7 (N /A) 458 53 229 1,500 J -C9 985.00 285 1,152.34 72.4 (N /A) 570 66 285 1,500 J -C10 1,000.00 249 1,155.72 67.4 (N /A) 499 57 249 1,500 J -C11 1,004.00 0 1,159.64 67.3 (N /A) 0 0 0 1,500 J -C12 976.00 579 1,156.60 78.1 (N /A) 1,158 133 579 1,500 J -C13 995.00 0 1,156.80 70.0 (N /A) 0 0 0 1,500 J -C14 962.00 359 1,152.10 82.2 (N /A) 718 83 359 1,500 J -C15 998.00 523 1,181.91 79.6 (N /A) 1,045 120 523 1,500 J -C16 996.00 364 1,156.11 69.3 (N /A) 727 84 364 1,500 J -C17 994.00 0 1,156.06 70.1 (N /A) 0 0 0 1,500 J -C18 1,000.00 0 1,156.01 67.5 (N /A) 0 0 0 1,500 J -C19 1,020.00 0 1,155.99 58.8 (N /A) 0 0 0 1,500 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 18 of 18 ID Label Zone FlexTable: Tank Table (Corcoran with Changes.wtg) Elevation (Base) (ft) Current Time: 0.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 0 104 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 0.99 156.00 1,000.00 1,156.00 0.99 132.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: Elevation (Minimum) (ft) 1.000 hours Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 T -1 <None> 1,000.00 1,116.00 1,156.00 1,156.00 0.00 65.00 160 79 T -2 <None> 1,024.00 1,116.00 1,156.00 1,156.00 0.00 65.00 235 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 1,155.75 0.99 0.99 156.00 131.75 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 2.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 224 250 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,155.61 1,155.18 0.99 0.99 155.61 131.18 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 3.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 148 208 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 1 of 8 Hydraulic Grade (ft) Volume Full (Calculated) (MG) FlexTable: Tank Table (Corcoran with Changes.wtg) Level (Calculated) (ft) Elevation (ft) 1,155.07 0.99 155.07 1,000.00 1,154.58 0.99 130.58 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 3.000 hours Current Time: 4.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) L1,000.00 1,024.00 Elevation (ft) 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 130 186 1,154.72 1,154.08 0.99 0.99 154.72 130.08 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 5.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 58 139 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,154.40 1,153.63 0.99 0.99 154.40 129.63 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 6.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) II_ 78 79 T 1 T 2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 70 127 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,154.26 1,153.29 0.99 0.99 154.26 129.29 1,000.00 0.00 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 2 of 8 ID Label Zone FlexTable: Tank Table (Corcoran with Changes.wtg) Elevation (Base) (ft) Current Time: 7.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 601 386 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,154.09 0.99 154.09 1,000.00 1,152.98 0.99 128.98 0.00 ID Label Zone Elevation (Base) (ft) Current Time: Elevation (Minimum) (ft) 8.000 hours Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 T -1 <None> 1,000.00 1,116.00 1,156.00 1,156.00 0.00 65.00 807 79 T -2 <None> 1,024.00 1,116.00 1,156.00 1,156.00 0.00 65.00 536 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,152.64 0.99 152.64 1,000.00 1,152.05 0.99 128.05 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 9.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 1,136 761 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,150.69 1,150.75 0.99 0.99 150.69 126.75 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 10.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 1,275 898 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 3 of 8 Hydraulic Grade (ft) Volume Full (Calculated) (MG) FlexTable: Tank Table (Corcoran with Changes.wtg) Level (Calculated) (ft) Elevation (ft) Current Time: 10.000 hours 1,147.95 1,148.91 0.99 0.99 147.95 124.91 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 11.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) L1,000.00 1,024.00 Elevation (ft) 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 1,672 1,173 1,144.87 1,146.74 0.99 0.99 144.87 122.74 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 12.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 2,331 1,620 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,140.82 1,143.91 0.99 0.99 140.82 119.91 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 13.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) II_ 78 79 T 1 T 2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 969 1,006 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,135.19 1,139.99 0.99 0.99 135.19 115.99 1,000.00 0.00 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 4 of 8 ID Label FlexTable: Tank Table (Corcoran with Changes.wtg) Zone Elevation (Base) (ft) Current Time: 14.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 -493 374 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,132.85 0.99 132.85 1,000.00 1,137.56 0.99 113.56 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 15.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 T -1 <None> 1,000.00 1,116.00 1,156.00 1,156.00 0.00 65.00 -858 79 T -2 <None> 1,024.00 1,116.00 1,156.00 1,156.00 0.00 65.00 -12 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,134.04 1,136.65 0.99 0.99 134.04 112.65 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 16.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 - 1,978 - 1,065 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,136.11 1,136.68 0.99 0.99 136.11 112.68 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 17.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 - 1,824 - 1,141 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 5 of 8 Hydraulic Grade (ft) Volume Full (Calculated) (MG) FlexTable: Tank Table (Corcoran with Changes.wtg) Level (Calculated) (ft) Elevation (ft) Current Time: 17.000 hours 1,140.89 0.99 140.89 1,000.00 1,139.26 0.99 115.26 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 18.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 - 1,622 - 1,144 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,145.30 1,142.01 0.99 0.99 145.30 118.01 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 19.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 - 1,386 - 1,101 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,149.22 1,144.78 0.99 0.99 149.22 120.78 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 20.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter (ft) Flow (Out net) (gpm) 78 II_ 79 T -1 T 2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 1,141 -1,028 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,152.58 1,147.44 0.99 0.99 152.58 123.44 1,000.00 0.00 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 6 of 8 ID Label FlexTable: Tank Table (Corcoran with Changes.wtg) Zone Elevation (Base) (ft) Current Time: 21.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 - 823 - 884 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,155.33 0.99 155.33 1,000.00 1,149.92 0.99 125.92 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 21.336 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 T -1 <None> 1,000.00 1,116.00 1,156.00 1,156.00 0.00 65.00 0 79 T -2 <None> 1,024.00 1,116.00 1,156.00 1,156.00 0.00 65.00 -1,228 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 1,150.64 0.99 0.99 156.00 126.64 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 22.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 0 - 969 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 1,152.61 0.99 0.99 156.00 128.61 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 23.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 0 - 552 Corcoran with Changes.wtg 6/5/2013 Corcoran Water Distribution Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 7 of 8 Hydraulic Grade (ft) Volume Full (Calculated) (MG) FlexTable: Tank Table (Corcoran with Changes.wtg) Level (Calculated) (ft) Elevation (ft) Current Time: 23.000 hours 1,156.00 0.99 156.00 1,000.00 1,154.95 0.99 130.95 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 23.784 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 T -1 <None> 1,000.00 1,116.00 1,156.00 1,156.00 0.00 65.00 0 79 T -2 <None> 1,024.00 1,116.00 1,156.00 1,156.00 0.00 65.00 0 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 1,156.00 0.99 0.99 156.00 132.00 1,000.00 0.00 ID Label Zone Elevation (Base) (ft) Current Time: 24.000 hours Elevation (Minimum) (ft) Elevation (Initial) (ft) Elevation (Maximum) (ft) Volume (Inactive) (MG) Diameter Flow (Out net) (ft) (gpm) 78 79 T -1 T -2 <None> <None> 1,000.00 1,024.00 1,116.00 1,116.00 1,156.00 1,156.00 1,156.00 1,156.00 0.00 0.00 65.00 65.00 0 104 Hydraulic Grade (ft) Volume Full (Calculated) (MG) Level (Calculated) (ft) Elevation (ft) 1,156.00 1,156.00 0.99 0.99 156.00 132.00 1,000.00 0.00 Corcoran with Changes.wtg Corcoran Water Distribution 6/5/2013 Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 8 of 8 APPENDIX D -3 - FIRE FLOW MODEL RESULTS Label Fire Flow Node FlexTable: Fire Flow Report (Corcoran with Changes.wtg) Current Time: 0.000 hours Fire Flow Fire Flow Demand Pressure Pressure Pressure Junction w/ (Needed) (Available) (Cumulative) (Residual Lower (Calculated (Calculated Minimum (gpm) (gpm) (MG) Limit) Residual) Zone Lower Pressure (Zone) (psi) (psi) Limit) (psi) Notes J -C1 200 0 0.00 0.0 -0.6 -0.6 J -C1 Used only for supply connection. J -C2 1,500 3,500 0.00 0.0 66.0 49.8 J -C19 J -C3 1,500 3,500 0.00 20.0 79.8 49.8 J -C19 J -C4 1,500 3,500 0.00 20.0 62.6 50.2 J -C19 J -05 1,500 3,500 0.00 20.0 46.5 50.2 J -C19 J -C6 1,500 3,500 0.00 20.0 42.3 45.4 J -C7 J -C7 1,500 3,500 0.00 20.0 27.9 39.5 J -C8 J -C8 1,500 3,500 0.00 20.0 29.8 46.6 J -C7 J -C9 1,500 3,500 0.00 20.0 24.5 49.5 J -C19 J -C10 1,500 3,500 0.00 20.0 47.8 49.0 J -C19 J -C11 1,500 3,500 0.00 20.0 51.1 49.9 J -C19 J -C12 1,500 3,500 0.00 20.0 63.5 50.2 J -C19 J -C13 1,500 3,500 0.00 20.0 57.1 50.3 J -C19 J -C14 1,500 3,500 0.00 20.0 52.7 46.3 J -C8 J -C15 1,500 3,500 0.00 20.0 54.9 49.8 J -C19 J -C16 1,500 3,500 0.00 20.0 36.4 46.0 J -C17 J -C17 1,500 3,500 0.00 20.0 45.1 44.4 J -C16 J -C18 1,500 3,500 0.00 20.0 51.1 47.7 J -C19 J -C19 1,500 3,500 0.00 20.0 47.6 56.3 J -C10 Corcoran with Changes.wtg Corcoran Water Distribution 6/5/2013 Wenck Associates, Inc. Bentley WaterCAD V8i (SELECTseries 3) [08.11.03.19] Page 1 of 1 Wenck Engineers • Scientists Business Professionals TECHNICAL MEMORANDUM TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E., Vince Vander Top, P.E. DATE: June 6, 2013 SUBJECT: Trunk Water Main Route Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472-2232 (763) 479-4200 Fax (763) 479 -4242 wenckmp @wenck.com www.wenck.com Council Review Council should review the attached figure to provide staff on input to the trunk water main information provided. Next Steps • Receive input from Council • Meet with Lennar • Create cost estimate • Forward to Northland Securities Introduction The watermain to initiate service to Lennar and the SE area of Corcoran was presented in the April Feasibility Study. An outcome of that analysis showed that the SE area could be served by a watermain extended south along CR 101 with a cross connection at Gleason Road to Maple Grove. The SE area would have lower than optimum pressure; therefore, a booster station was identified as a system need. Maple Grove Staff held meetings with Maple Grove and Lennar to discuss possible sharing of a "boosted" system in the SE Corcoran and SW Maple Grove area. The Maple Grove system includes a significant network of pipes and residential water services. A large number of pressure valves and isolation devices would be required to isolate a "boosted- pressure" zone from the rest of the Maple Grove system. These requirements and the associated investment and disturbances could not be warranted by Maple Grove. Therefore, the required booster station will be located on the main 24 -inch line into Corcoran near CR 10, where it will serve and benefit a much larger area of Corcoran. Trunk Line The servicing of approximately 450 homes is a significant infrastructure task to provide both fire flows and water quality. Although the cross connection at Gleason Road with the Maple Grove system will provide initial supply, a "looped" system to the west will be required for redundancy and permanent supply. The Master Water Plan shows a trunk line crossing the large wetland southwest of Lions' Park; however, due to poor soils and future maintenance, it is recommended that the water main be relocated farther west. The attached figure shows a westerly trunk line along CR 116, which is consistent t: \2294 - corcoran \17- lennar \trunk water main routing memo to council.docx with the Master Water Plan and would connect to the existing stub at CR 116. The main would be installed south, along the east boundary of Sturbridge. Pending discussions with the Sturbridge residents and adjacent property owners, the alignment could be refined. 2 T: \2294- Corcoran \17- Lennar \Trunk Water Main Routing Memo to Council.docx Wenck Plot Date & Time: 4 June 2013 • . • , A 1-1. ; -, ■-• 1...1 1 II ., • - .). I '1 ._ ,.. - ...e, '1 1 4 ' 1 ‘,.. • 1 • 1 - I 1 aft • - " --T , r ,,„,, - l'''. S. . i . "r.,..„ - 7.111 , • is 17" A _.• t -- le '''•. w..., ea at . LEGEND 0 400 800 In■n■n==l GRAPHIC SCALE IN FEET SEAL PRIME CONSULTANT PROJECT TITLE LENNAR DEVELOPMENT SHEET TITLE 7/7/ PERMANENT EASEMENT AREA PROPOSED WATER MAIN — — EXISTING WATER MAIN PROPOSED HYDRANT PROPOSED HYDRANT 0 CITY OF CORCORAN DWN BY SDL CHK'D APP'D DWG DATE Wenck Associates, Inc. Coneuning Engineers SCALE PROJECT NO. 2294-17 SHEET NO. REV NO. REV REVISION DESCRIPTION DWN APP REV DATE Wenck Engineers • Scientists Business Professionals TECHNICAL MEMORANDUM Wenck Associates, Inc. 1800 Pioneer Creek Center P.O. Box 249 Maple Plain, MN 55359 -0249 (800) 472-2232 (763) 479-4200 Fax (763) 479 -4242 wenckmp @wenck.com www.wenck.com TO: Dan Donahue, City Administrator FROM: Kent Torve, P.E., Vince Vander Top, P.E. DATE: June 6, 2013 SUBJECT: Transportation Improvement Costs Hackamore Road, CSAH 101, and CR 116 Council Action Council can advise staff on any comments prior to transmitting this material to Medina. Enclosed is a draft agreement (similar as Appaloosa Woods agreement with Maple Grove) to further the cooperative project. The project includes a joint Public Works paving project on the remainder of gravel road west of CR 116. Next Steps • Meet with Medina staff to discuss costs, process and schedule • Add Lennar Connection (Larson Property) • Meet with Lennar to discuss basis of costs • Create a schedule of design and bidding process Introduction This technical memorandum is intended to present transportation improvement costs related to the proposed developments in Corcoran and Medina. Hackamore is a shared road, therefore the communities are cooperating in traffic impact costs. Traffic impact studies were completed for the Lennar Homes development and the Reserve of Medina (Toll Brothers) development and both looked at future roadway needs in the year 2030. The traffic impact studies identified improvements that are needed to accommodate the Lennar Homes development (Corcoran) and the Reserve of Medina development as well as additional projected development in the study area. The focus of the cost analysis was on major roadway improvements, including paved facilities for pedestrians and bicycles, and storm water management. Cost Estimate The cost estimate for the transportation improvements provides an initial analysis of the cost for the proposed improvements to Hackamore Road, CR 116, and CSAH 101. To prepare the cost estimate, Wenck used figures (attached to this memo) prepared for the City of Medina showing a layout of the necessary improvements. The figures were used to calculate roadway widths and lengths, additional right -of -way needs, wetland impacts, storm sewer improvements and roadway striping needs. t:\ 2294 - corcoran \17- lennar \hackamore road memo for medina agreement to council.docx Since the road abuts both Medina and Corcoran, and the improvements are necessary due in large part to the Lennar Homes development and the Reserve of Medina development, the cost of the roadway improvements along Hackamore Road will be split (50/50) between the City of Corcoran and the City of Medina. Other improvements north and south of Hackamore will be solely the responsibility of either Medina or Corcoran. North of Hackamore Road Corcoran is projecting improvements on CSAH 101 and CR 116 and likewise, improvements to CSAH 101 and CR 116 south of Hackamore Road will be the sole responsibility of the City of Medina (and are not included in this memo). As is shown in the attached cost table, the total cost for improvements along Hackamore Road is $4,561,600. As discussed previously the costs for improvements along Hackamore Road will be split between the City of Corcoran and the City of Medina which results in a cost per city of $2,280,800. A detailed construction estimate is attached. 2 T:\ 2294 - Corcoran \17- Lennar \Hackamore Road Memo for Medina Agreement To Council.docx Wenck Hackamore Road Improvements Cost Estimate Table Construction Items Item No. Description Unit Quantity Unit Cost Amount Street Improvements 1 Mobilization & Demobilization Lump Sum 1 $160,000.00 $160,000.00 2 Clearing and Grubbing Acre 2.00 $10,000.00 $20,000.00 3 Remove Existing Bituminous Pavement Square Yard 16,450 $3.00 $49,350.00 4 Common Excavation Cubic Yard 30,600 $18.00 $550,800.00 5 Common Borrow Cubic Yard 5,000 $20.00 $100,000.00 6 Subgrade Excavation Cubic Yard 3,300 $15.00 $49,500.00 7 Bituminous Pavement - 5" Thick (Road) Ton 8,400 $85.00 $714,000.00 8 Bituminous Pavement - 3" Thick (Trail) Ton 1,100 $100.00 $110,000.00 9 Aggregate Base (Road and Trail) Ton 30,000 $20.00 $600,000.00 10 Subbase (Sand) Cubic Yard 14,300 $20.00 $286,000.00 11 Geotextile Fabric Square Yard 40,200 $3.00 $120,600.00 12 Draintile Lineal Feet 12,900 $10.00 $129,000.00 13 Concrete Curb and Gutter Lineal Feet 12,900 $15.00 $193,500.00 14 Signage Lump Sum 1 $6,500.00 $6,500.00 15 Striping Lump Sum 1 $15,000.00 $15,000.00 16 Silt Fence Lineal Feet 16,400 $3.00 $49,200.00 17 Traffic Signals Each 1 $250,000.00 $250,000.00 18 Site Restoration Acre 3.00 $5,000.00 $15,000.00 Street Improvements Subtotal $3,418,450.00 Storm Sewer Improvements 19 Culvert Removal Each 13 $600.00 $7,800.00 20 24 -inch RCP Lineal Feet 150 $55.00 $8,250.00 21 18 -inch RCP Lineal Feet 2,550 $45.00 $114,750.00 22 24 -inch Flared End Section Each 1 $1,500.00 $1,500.00 23 18 -inch Flared End Section Each 6 $900.00 $5,400.00 24 4 -foot Diameter Structure Each 14 $2,500.00 $35,000.00 25 Pond Outlets Each 3 $7,000.00 $21,000.00 26 CMP Culvert Lineal Feet 400 $25.00 $10,000.00 27 Pond Grading Cubic Yard 1,000 $20.00 $20,000.00 Storm Sewer Improvements Subtotal $223,700.00 Miscellaneous Improvements 28 Wetland Impacts Square Feet 66,000 $1.30 $85,800.00 Miscellaneous Improvements Subtotal $85,800.00 3 T:\ 2294 - Corcoran \17- Lennar \Hackamore Road Memo for Medina Agreement To Council.docx Wenck Summary Street Improvements Subtotal $3,418,450.00 Storm Sewer Improvements Subtotal $223,700.00 Miscellaneous Improvements Subtotal $85,800.00 Contingency (5% of Construction Costs) $186,400.00 Construction Items Total $3,914,400.00 Engineering (15% of Construction Costs) $587,200.00 Right -of -Way Acquisition Acre 2.00 $30,000.00 $60,000.00 Estimated Total Cost $4,561,600.00 *Notes: Quantities are based on Concept Layout Sheets 5 -9, provided by the City of Medina. Private utility relocation is not included in this estimate. 4 T:\ 2294 - Corcoran \17- Lennar \Hackamore Road Memo for Medina Agreement To Council.docx Wenck Figures (Medina Conceptual Layout) 5 T:\ 2294 - Corcoran \17- Lennar \Hackamore Road Memo for Medina Agreement To Council.docx Wenck Octet Prirptd: 5/2/20C 150 filename: 1^:',102065-390\Cca\t/hibits,,Lcyou* Figure. 5.dyn • MINN 50 FI 100 ft May 2, 2012 • r 7 HENNEPIN 116 COUNTY i- •4'."11', • lieriaf' . ii. • oe ;-... . .• r - ) 1. .. ; P it • " . - 7....fg ■ ." • 1- .;" I.. - ' 17 . 12 ; • t ... ir. . . . .s. ...„ , - ..,,... ,, _. ••... • • I 4. 0 i . .. . Iit, 4.._-.....,.. iklisio k. elp. rIfikla v. :, ; ... .... It..„..... 1",41. ‘ ,....4.49t...y.. ., . 7.1KA,. v . • -4. .,. ,)t „.... ... • ' • "., "-..k.- A • .41 • • • • .• • .. 1 • • PRELIMINARY SUBJECT TO CHANGE CR 116 (Pinto Drive) & Hackamore Road Area ivIEDINA Medina, Minnesota Concept Layout Sheet 5 of 9 Dote: Printed: 5/2/20/3 WSB Filencme: X:102065 - 390 ■Caa \Exnlbits \Layout Figurc 6.agn #t 0 50 ft May 2, 2013 :+ i • 1111111111111 1 '5 --F-74F- _ .rte fT • • •`‘..�. e. 'a _t PRELIMINARY SUBJECT TO CHANGE T Y O F te" CR 116 (Pinto Drive) & Hackamore Road Area Medina, Minnesota MEDINA ' Concept Layout Sheet 6 of 9 Date: Prirttea: 5/2/20/3 558 Fitaname: K:\02055-3901Cad\Exnialts\Loyout Figure 7.dgn (fir. • , • .11-0 4.41, z•c.; s =MI 0 50 ft 100 ft May 2, 2013 sr CR 116 (Pinto Drive) & Hackamore Road Area Medina, Minnesota MEDINA PRELIMINARY SUBJECT TO CHANGE Concept Layout Sheet 7 of 9 Oote: Printed.• 5/2/2013 v/53 Fiio- me: 1C: 102035- 3901C'od\00x/Dits \Loyout Figure 6.dgn rt. I I.% •-' `a el • 1 0 SO ft May 2, 2013 fjf ,,mss li A r Al fi;7 PRELIMINARY SUBJECT TO CHANGE CR 116 (Pinto Drive) & Hackamore Road Area MEDIIVA Medina, Minnesota Concept Layout Sheet 8 of 9 Dote: Printed: 5/2/2013 W53 Filenome: X :1 0206 5 - 390 \Cad \Exnioit55Layout Figure 9.dgn FENNEPH 101 COUNTY 0 50 ft 100 f t May 2, 2013 ti a .4" IttiC HACKAMORE ROAD e- PRELIMINARY SUBJECT TO CHANGE CR 116 (Pinto Drive) & Hackamore Road Area MEDINA Medina, Minnesota Concept Layout Sheet 9of9 Attachment Draft Agreement 6 T:\ 2294 - Corcoran \17- Lennar \Hackamore Road Memo for Medina Agreement To Council.docx Wenck ROAD CONSTRUCTION AND MAINTENANCE AGREEMENT for HACKAMORE ROAD THIS AGREEMENT, entered into this , between the CITY OF CORCORAN and the CITY OF MEDINA, both municipal corporations lying in Hennepin County, State of Minnesota; WHEREAS, Hackamore Road is shared between the two cities, and WHEREAS, Proposed developments in both cities will increase impacts to the system, and WHEREAS, The cities have historically cooperated on maintenance NOW, THEREFORE, IT IS MUTUALLY AGREED by and between the parties as follows: CONSTRUCTION 1. Proposed improvements (concepts) have been presented by Medina Engineer and construction will be conducted by City of Corcoran, and 2. Project is planned for 2014/2015 construction seasons, and 3. West of CR 116 / Hackamore Road intersection a gravel section requires paving which can be performed as joint Public Works project 4. Project costs will be shared 50 %/50 %. 5. Cost of each city's improvements are as given in Attachment A. This excludes the paving west of CR 116 (joint Public Works paving project). MAINTENANCE 1. Maintenance will continue to be shared and consist of plowing, patching, crack sealing, seal coating, semaphor and stormwater maintenance 2. Cities agree to annually review efforts and costs prior to maintenance activities. If either party to this Agreement desires modification or cancellation, notice must be given in writing to the City Administrator on or before August 1st for the following year. Upon such notification, the contract shall be terminated December 31st of the same year in which the notice has been given. If no notice of termination or modification is given by either party, this Agreement shall remain in full force and effect. This Agreement shall not become effective without the approval of the City Councils of the Cities of Corcoran and Medina. CITY OF CORCORAN THE CITY OF MEDINA Ken Guenthner, Mayor , Mayor