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2016-08-10 CC Agenda PacketPLEASE TURN OFF ALL CELL PHONES & PAGERS IN COUNCIL CHAMBERS.' CITY OF MOUND MISSION STATEMENT: The City of Mound„ through teamwork and cooperation, provides at a reasonable cost, quality services that respond to the needs of all citizens, fostering a safe, attractive and flourishing community, AGENDA MOUND CITY COUNCIL WEDNESDAY, AUGUST 10, 2016 - 7:00 PM REGULAR MEETING MOUND CITY COUNCIL CHAMBERS Page 1. Opening meeting 2. Pledge of Allegiance 3. Approve agenda, with any amendments *Consent A e nda: Items listed under the Consent Agenda are considered routine in nature, have been evaluated by staff, recommended by staff for approval by the Council, and will be enacted by a single roll call vote. There will be no separate discussion of these items unless a Council Member or Citizen so requests. At this time, anyone present who wishes to offer dissenting comment to any items on the Consent Agenda is invited to identify themselves and the item of concern so that the it may be removed from the Consent Agenda and considered after discussion in normal sequence. Separate introduction or further support from petitioners or requestors is not required at this time and removal of an item from the Consent Agenda for this purpose is not required or appropriate. 4. *Consent A eg nda *A. Approve payment of claims *B. Approve minutes: July 26, 2016 Regular Meeting July 26, 2016 Special Meeting Workshop *C. Approve resolution to approve agreement for disposal between Specialized Environmental Technologies, LLC and the City of Mound *D. Approve resolution to authorize City Manger to enter into an agreement for non -hazardous waste collection services between Waste Management and the City of Mound *E. Approve an ordinance amending Chapter 46 of the Mound City Code as it relates to offenses involving public peace and order *F. Approve a resolution authorizing publication of an ordinance by title and summary *G. Approve Resolution approving Driveway Easement Agreement over PID No. 24-117-24-41-0165 1938- 1962 1963- 1968 1969- 1970 1971 - 1974 1972 1975- 1977 1976 1978-1981 1979 1982 1983 - 1995 1984 PLEASE TURN OFF ALL CELL PHONES & PAGERS IN COUNCIL CHAMBERS. *H. Approve Resolution approving the Mound Comprehensive Plan Amendment for 5524 Spruce Road and putting the Comprehensive Plan Amendment into effect *I. Approve permits for the 2016 Our Lady of the Lake Incredible Festival to be held on September 9-11, 2016, with fees paid, as follows: A. Musical Concert Permit (including extended time for music until 11: and single $50 fee for the three days) B. Seasonal Banner and Portable Sign Permit (including extended time special event sign placement) C. 1 to 4 Day Temporary On -Sale Liquor License 1996- 1999 1997 2000-2009 2004 00 p. m. for *J. Approve Pay Request No. 11 from Geislinger & Sons, Inc. in the amount 2010-2012 of $34,766.20 for the 2015 Street, Utility and Retaining Wall Improvements — Grandview Boulevard and Tuxedo Boulevard, City Project Nos. PW -15-02 and PW -15-01 *K. Approve Pay Request No. 1 from Ryan Contracting Company in the amount of 2013 - 2014 $144,840.80 for the 2016 Street, Utility and Retaining Wall Improvements — Bartlett Boulevard, Tuxedo Boulevard Phase II and Cypress/Maywood, City Project Nos. PW -16-01, PW -16-02 and PW -16-03 *L. Approve resolution to approve agreement for elevator maintenance and 2015-2018 repairs between MEI and the City of Mound 2015 5. Comments and suggestions from citizens present on any item not on the agenda. (Limit to 3 minutes per speaker.) 6. Amy Velsor, 3232 Gladstone Lane, requesting discussion with the City Council about 2019-2023 proposed amendments to Chapter 14 of the City Code (Animals) to allow chickens 7. Information/Miscellaneous A. Comments/reports from Councilmembers B. Reports: Fire Department - July 2016 2024-2027 C. Minutes: D. Correspondence: Aug 24, 2016 Charity Softball Game - Fire Dept. vs Police Depts. 2028 Aug 25, 2016 Heart Safe Hands -On CPR & AED Training 2029 Xcel Energy - Notice of Public Hearings on Proposed 2030-2032 Rate Increase Chris Vogt - LMCC - Notice of National Award Finalists 2033-2034 8. Adjourn This is a preliminary agenda and subject to change. The Council will set a final agenda at the meeting. More current meeting agendas may be viewed at City Hall or at the City of Mound web site: wiviii. cil o hound com. COUNCIL BRIEFING AUGUST 10, 2016 Upcoming Events Schedule: Don't Forget!! Aug 9 -- Primary Election Aug 10 -- 6:00pm -- Finance Committee Meeting Aug 10 -- 6:55pm -- Rescheduled HRA Meeting Aug 10 -- 7:00pm -- Reschedule CC Meeting Aug 11 -- 7:00pm -- POSC Meeting Aug 16 -- 7:00pm -- Planning Commission Meeting Aug 20 -- 8:30 am to 12:30 pm -- Council Info Booth at Mound Farmer's Market & More Aug 23 -- 6:55pm -- HRA Regular Meeting Aug 23 -- 7:00pm -- CC Regular Meeting Aug 24 -- 6:30pm -- Fire vs. Police Charity Softball Game, WRA Aug 25 -- 7:00pm to 8:30pm -- Heart Safe Training at Mound Fire Dept. Oct 18 -- 6:30pm -- Special Meeting Workshop - Budget & Capital Planning & Misc Nov 8 -- General Election Nov 9 — Rescheduled HRA Meeting Nov 9 -- Rescheduled CC Meeting City Offices Closed Sep 5 Labor Day City Official's Absences Please notify the City Manager in advance of an absence. Some votes require more than a simple majority and Staff needs to plan accordingly. Inquire in advance, please...... Council members are asked to call or email their questions in advance of a public meeting so that more research may be done or additional information may be provided that will assist in your quality decision- making. City of Mound Claims 08-10-16 YEAR BATCH NAME DOLLAR AMOUNT 2016 2Q16BLDGSRCH $ 11545.48 2016 072216FIRE $ 520.00 2016 AUGNEWSPOSTG $ 927.94 2016 071660LTMENK $ 79,403.20 2016 080516CTYMAN $ 11795.15 2016 081016CITY $ 3571797.41 2016 081016HWS $ 61,815.36 'A' 503,804.54 -1938- CITY OF MOUND 08/04/16 10:22 AM Page 1 Payments Current Period: July 2016 Batch Name 2Q16BLDGSRCH Payment Computer Dollar Amt $1,545.48 Posted Refer 6 DEPT OF LABOR & INDUSTRY BLD Ck# 054189E 7/27/2016 Cash Payment G 101-20800 Due to Other Governments 2nd Quarter Bldg Surcharge 2016 $1,545.48 Invoice 06302016 7/1/2016 Transaction Date 7/27/2016 Due 0 Wells Fargo 10100 Total $1,545.48 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $1,545.48 $1,545.48 Pre -Written Checks $1,545.48 Checks to be Generated by the Computer $0.00 Tota 1 $1,545.48 -1939- CITY OF MOUND 07/22/16 9:20 AM Page 1 Payments Current Period: July 2016 Batch Name 072216FIRE User Dollar Amt $520.00 Payments Computer Dollar Amt $520.00 $0.00 In Balance Refer _ 1 MWHS BOYS HOCKEY BOOSTERS Cash Payment E 222-42260-210 Operating Supplies 40 BAGS SOFTENER SALT PELLETS - FIRE $260.00 DEPT Invoice 072216 7/19/2016 Cash Payment E 101-41930-210 Operating Supplies 40 BAGS SOFTENER SALT PELLETS - CITY $260.00 HALL Invoice 072216 7/19/2016 Transaction Date 7/22/2016 Wells Fargo 10100 Total $520.00 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $260.00 222 AREA FIRE SERVICES $260.00 $520.00 Pre -Written Checks $0.00 Checks to be Generated by the Computer $520.00 Total $520.00 •�i CITY OF MOUND Payments Current Period: July 2016 Batch Name AUGNEWSPOSTG User Dollar Amt $927.94 Payments Computer Dollar Amt $927.94 $0.00 In Balance 07/28/16 1:47 PM Page 1 Refer 1 POSTMASTER Cash Payment E 101-41110-322 Postage POSTAGE CITY CONTACT NEWSLETTER $927.94 AUG, SEPT, OCT 2016 EDITION - 8 PGS Invoice 072916 7/28/2016 Transaction Date 7/28/2016 Wells Fargo 10100 Total $927.94 Fund Summary 101 GENERAL FUND 10100 Wells Fargo $927.94 $927.94 Pre -Written Checks $0.00 Checks to be Generated by the Computer $927,94 Total $927.94 -1941- CITY OF MOUND Payments 08/04/16 11:22 AM Page 1 Current Period: August 2016 ..aR., A""', Batch Name 0716BOLTMENK User Dollar Amt $79,403.20 Payments Computer Dollar Amt $79,403.20 $0.00 In Balance Refer_ _ 10 BOLTON AND_MENK, WCORPORA Cash Payment E 402-43120-300 Professional Srvs MSA SYSTEM COORD UPDATE SVCS THRU JULY 15 2016 Invoice 0192918 7/29/2016 Cash Payment E 675-49425-300 Professional Srvs Invoice 0192919 7/29/2016 Cash Payment E 101-43100-300 Professional Srvs Invoice 0192895 7/29/2016 Cash Payment E 602-49450-300 Professional Srvs Invoice 0192895 7/29/2016 Cash Payment E 601-49400-300 Professional Srvs Invoice 0192895 7/29/2016 Cash Payment E 675-49425-300 Professional Srvs Invoice 0192924 7/29/2016 Cash Payment E 675-49425-300 Professional Srvs SURFACE WATER MGMT SVCS THRU JULY 15 2016 GENERAL ENGINEERING SVCS JUNE 18 THRU JULY 15 2016 GENERAL ENGINEERING SVCS JUNE 18 THRU JULY 15 2016 GENERAL ENGINEERING SVCS JUNE 18 THRU JULY 15 2016 WCA ADMINISTRATION STORMWATER SVCS THRU JULY 15 2016 STORMWATER UTILITY -SWPPP UPDATE ENG SVCS THRU JULY 15 2016 $385.00 $631.00 $462.50 $462.50 $462.50 $175.00 $1,148.00 Invoice 0192920 7/29/2016 Transaction Date - 8/4/2016 �30 Wells Fargo 10100 Total $3,726.50 Refer BOLTON AND MENK, WCORPORA Cash Payment E 401-43115-303 Engineering Fees 2015 GRANDVIEW BLVD ST IMPROV PROJ $4,776.00 ENG SVC THRU JULY 15 2016 PW 15-01 Invoice 0192915 7/29/2016 Project PW1501 Cash Payment E 602-49450-500 Capital Outlay FA 2015 LIFT STATION IMPROV PROJ PW15-04 $52.00 ENG SVC THRU JULY 15 2016 Invoice 0192888 7/29/2016 Project PW1504 Cash Payment E 401-43135-303 Engineering Fees 2015 TUXEDO BLVD ST IMPROV PROJ ENG $30,796.10 SVC THRU JULY 15 2016 PW 15-02 Invoice 0192921 7/29/2016 Project PW1502 Cash Payment E 601-49400-500 Capital Outlay FA WATERMAIN LOOP BARTLETT TO ISLAND $77.00 PARK PROD 15-10 ENG SVCS THRU JULY 15 2016 Invoice 0192923 7/29/2016 Project PW1510 Cash Payment G 101-233491861 COMMERCE -TRIDENT 1861 COMMERCE TRIDENT SR LIVING PROD $77.00 DEVELOP REVIEW ENG SVCS JUNE 18 THRU JULY 15 2016 Invoice 0192894 7/29/2016 Cash Payment G 101-23360 SERENITY HILLS SERENITY HILLS SR LIVING PROJ DEVELOP $378.00 REVIEW ENG SVCS JUNE 18 THRU JULY 15 2016 Invoice 0192894 7/29/2016 Cash Payment E 601-49400-500 Capital Outlay FA Invoice 0192926 7/29/2016 2015 WILSHIRE BLVD TRUNK WATERMAIN $1,382.00 IMPROV PROJ PW 15-11 ENG SVC THRU JULY 15 2016 Project PW1511 -1942- CITY OF MOUND 08/04/16 10:06 AM Page 2 Payments Current Period: August 2016 ""X3,ws,,aaa ..,,tx.uvars�.'akS 50 BOLTON AND MENK, INCORPORA Cash Payment G 101-23337 PC #15-17 1952 SHOREWO 1952 SHOREWOOD LN DEVELOP REVIEW $77.00 2017 LIFT STATION IMPROV PROJ PW 17-05 $531.00 ENG SVCS JUNE 18 THRU JULY 15 2016 Invoice 0192894 7/29/2016 Invoice 0192928 7/29/2016 Transaction Date 8/4/2016 Wells Fargo 10100 Total $37,615.10 Refer ry40 BOLTON AND MENK, INCORPORA� 20 BOLTON AND MENK, WCORPORA Cash Payment E 602-49450-500 Capital Outlay FA 2016 LIFT STATION IMPROV PROJ PW 16-05 $8,113.50 ENG SVC THRU JULY 15 2016 Invoice 0192890 7/29/2016 Project PW 1605 Cash Payment E 401-43146-303 Engineering Fees 2016 CYPRESS-MAYWOOD STREET IMPROV PROJ PW 16-03 ENG SVC THRU JULY 15 2016 Invoice 0192893 7/29/2016 Cash Payment E 401-43116-303 Engineering Fees Invoice 0192892 7/29/2016 Cash Payment E 401-43136-303 Engineering Fees Invoice 0192922 7/29/2016 Cash Payment E 427-43121-303 Engineering Fees Invoice 0192889 7/29/2016 Cash Payment E 602-49450-500 Capital Outlay FA Invoice 0192891 7/29/2016 Transaction Date 8/4/2016 Project PW1603 2016 BARTLETT BLVD STREET IMPROV PROD PW 16-01 ENG SVC THRU JULY 15 2016 Project PW1601 2016 TUXEDO BLVD EAST STREET IMPROV PROJ PW 16-02 ENG SVC THRU JULY 15 2016 Project PW1602 2016 CRACK SEAL & SEAL COAT PROD- PW 16-07-08 ENG SVCS THRU JULY 15 2016 Project PW1607 2016 SANITARY SEWER REHAB PROJ PW 16-06 ENG SVCS THRU JULY 15 2016 Project PW1606 Wells Fargo 10100 Total $3,448.80 $4,655.30 $8,901.50 $1,315.00 $154,00 $26,588.10 Refer 50 BOLTON AND MENK, INCORPORA Cash Payment E 602-49450-500 Capital Outlay FA 2017 LIFT STATION IMPROV PROJ PW 17-05 $531.00 ENG SVCS THRU JULY 15 2016 Invoice 0192928 7/29/2016 Project PW1705 Transaction Date 8/4/2016 Wells Fargo 10100 Total $531.00 Refer 20 BOLTON AND MENK, WCORPORA Cash Payment E 602-49450-300 Professional Srvs MCES FLOWS -PROJECTS, $308.00 REVIEW/COORDINATION THRU JULY 15 2016 Invoice 0192917 7/29/2016 Cash Payment E 601-49400-300 Professional Srvs WATER WELLHEAD PROTECTION PLAN $77.00 ENGINEERING SVCS THRU JULY 15 2016 Invoice 0192925 7/29/2016 Cash Payment E 401-43114-303 Engineering Fees 2014 STREET, UTILITY IMPROV PROD. PW14- $4,607.50 01 ENG SVCS THRU JULY 15 2016 Invoice 0192886 7/29/2016 Project PW1401 Cash Payment E 602-49450-500 Capital Outlay FA 2014 SANITARY SEWER REHAB -ENG SVC $932.00 THRU JULY 15 2016 PW 14-05 Invoice 0192887 7/29/2016 Project PW1405 Cash Payment E 601-49400-300 Professional Srvs GIS UPDATES ENG SVC THRU JULY 15 2016 $1,254.50 Invoice 0192914 7/29/2016 Cash Payment E 101-43100-300 Professional Srvs GIS UPDATES ENG SVC THRU JULY 15 2016 $1,254.50 Invoice 0192914 7/29/2016 Cash Payment E 602-49450-300 Professional Srvs GIS UPDATES ENG SVC THRU JULY 15 2016 $1,254.50 Invoice 0192914 7/29/2016 -1943- AkMel 2�K11`I7 Payments Current Period: August 2016 08/04/16 10:06 AM Page 3 Cash Payment E 675-49425-300 Professional Srvs GIS UPDATES ENG SVC THRU JULY 15 2016 $1,254.50 Invoice 0192914 7/29/2016 Transaction Date 8/4/2016 Wells Fargo 10100 Total $10,942.50 Fund Summary Pre -Written Checks $0.00 Checks to be Generated by the Computer $79,403.20 Total $79,403.20 .,, 10100 Wells Fargo 101 GENERAL FUND $2,249.00 401 GENERAL CAPITAL PROJECTS $57,185.20 402 MUNICIPAL ST AID ST CONSTUCT $385.00 427 SEAL COAT FUND $1,315.00 601 WATER FUND $3,253.00 602 SEWER FUND $11,807.50 675 STORM WATER UTILITY FUND $3,208.50 $79,403.20 Pre -Written Checks $0.00 Checks to be Generated by the Computer $79,403.20 Total $79,403.20 .,, CITY OF MOUND Payments Current Period: August 2016 08/04/16 10:07 AM Page 1 -1945- Batch Name 080516CTYMAN User Dollar Amt $1,795.15 Payments Computer Dollar Amt $1,795.15 $0.00 In Balance BOYER FORD TRUCKS _ _Refer.___5 Cash Payment E 602-49450-220 Repair/Maint Supply ALTERNATOR- #1604 STERLING- SEWER $296.69 DEPT Invoice 92894 6/10/2016 Cash Payment E 602-49450-220 Repair/Maint Supply CREDIT CORD RETURN -ALTERNATOR- -$125.00 #1604 STERLING- SEWER DEPT Invoice 92894CM 6/30/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $171.69 Refer ERVIN, DEREK R. Cash Payment E 601-49400-218 Clothing and Uniforms 2016 BOOT ALLOWANCE REIMS- D. ERVIN $159.99 Invoice 081016 7/27/2016 Transaction Date 1/30/2015 Wells Fargo 10100 Total $159.99 Refer 4.GUSTAFSON,SHIRLEY�,r Cash Payment E 401-43135-500 Capital Outlay FA PAVER REPAIR REIMBURSEMENT- 2015 $775.00 TUXEDO BLVD IMRPOV PROJ PW 15-02 - 5142 TUXEDO S. GUSTAFSON Invoice 080516 8/1/2016 Project PW1502 Transaction Date 8/3/2016 Wells Fargo 10100 Total $775.00 .r..„ Refer 3 SPEARS, JEFF Cash Payment R 101-45000-34110 Depot Rental REFUND DEPOT 8-20-16 CANCELLED- 8-02- $50.00 16- J. BOLLINGER Invoice 080516 8/2/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $50.00 „,,...�.w.-nw��.,�,.,,.��,.,.�,.,�,w„�...�.�,,�,��.e Refe,rM2VERiZONWIRELESS Cash Payment G 101-13100 Due From Other Funds CELL PHONE CHARGES 6-14-16 THRU 7-13- $31.79 2016 Invoice 9768681971 7/13/2016 Cash Payment E 101-43100-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $85.43 2016 Invoice 9768681971 7113/2016 Cash Payment E 601-49400-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $116.79 2016 Invoice 9768681971 7/13/2016 Cash Payment E 602-49450-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $88.38 2016 Invoice 9768681971 7/13/2016 Cash Payment E 101-42400-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $38.43 2016 Invoice 9768681971 7/13/2016 Cash Payment E 101-45200-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $93.99 2016 Invoice 9768681971 7/13/2016 Cash Payment E 101-41310-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $66.43 2016 Invoice 976868197/ 7/13/2016 -1945- MkIMIAM9111041 7 Payments Current Period: August 2016 08/04/16 10:07 AM Page 2 Cash Payment E222-42260-321 Telephone, Cells, &Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $101.56 2016 Invoice 9768681971 7/13/2016 Cash Payment E 101-42115-321 Telephone, Cells, & Radi CELL PHONE CHARGES 6-14-16 THRU 7-13- $15.67 2016 Invoice 9768681971 7/13/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $638.47 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $381.74 222 AREA FIRF SERVICES $101.56 401 GENERAL CAPITAL PROJECTS $775.00 601 WATER FUND $276.78 602 SEWER FUND $260.07 $1,795.15 Pre -Written Checks $0.00 Checks to be Generated by the Computer $1,795.15 Total $1,795,15 -1946- CITY OF MOUND 08/04/16 11:42 AM Page 1 Payments Current Period: August 2016 Batch Name 081016CITY User Dollar Amt $357,797.41 Payments Computer Dollar Amt $357,797.41 $0.00 In Balance Refer 1 A-1 RENTAL OF LAKE MINN_ETONK Cash Payment E 101-45200-410 Rentals (GENERAL) KUBOTA EXCAVATOR RENTAL 6-23-16- $189.00 PARKS Invoice 117911 6/23/2016 Transaction Date 8/2/2016 v Wells Fargo 10100 Total $189.00 Refer 2 ABM EQUIPMENT AND SUPPLY, IN Cash Payment E 101-43100-404 Machinery/Equip Repairs VERSALIFT ANNUAL BOOM INSPECTION & $4,414.23 DIELECRIC TEST'04 FORD BUCKET TRUCK - STREETS Invoice 0148277 7/19/2016 Transaction Date a "..,, 8/2/2016 �52 Wells Fargo 10100 Total $4,414.23 .. Refer 6ENIEKPROPERTYSVCS INC. Cash Payment - E 101-49999-430 Miscellaneous FORCED MOWING & TRIMMING 5 $420.00 PROPERTIES- JULY 15 THRU JULY 28 2016 Invoice 147015 7/31/2016 ' Transaction Date 8/3/2016 Wells Fargo 10100 Total $420.00 Refer ____3 BIFFS, INC PORTABLE RES TROO Cash Payment E 101-45200-410 Rentals (GENERAL) CENTERVIEW BEACH BIFFS RENTAL & SVC $379.00 6- 22-16 thru 7- 19-16 Invoice W604443 7/20/2016 Cash Payment E 101-45200-410 Rentals (GENERAL) MOUND BAY PARK BIFFS RENTAL & SVC 6- $633.00 22-16 thru 7- 19-16 Invoice W604444 7/20/2016 Cash Payment E 101-45200-410 Rentals (GENERAL) SKATEPARK BIFFS RENTAL & SVC 6- 22-16 $379.00 thru 7- 19-16 Invoice W604445 7/20/2016 Cash Payment E 101-45200-410 Rentals (GENERAL) PHILLBROOK PARK BIFFS RENTAL & SVC $89.00 6- 22-16 thru 7- 19-16 Invoice W604446 7/20/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $1,480.00 Refer ,4 BILDEA_U_X SERVICES Cash Payment E 101-45200-434 Conference & Training CHAINSAW SAFETY TRAINING & MTCE $179.50 SEMINAR 7-19-16 Invoice 081016 7/21/2016 Cash Payment E 101-43100-434 Conference & Training Invoice 081016 7/21/2016 Cash Payment E 601-49400-434 Conference & Training Invoice 081016 7/21/2016 Cash Payment E 602-49450-434 Conference & Training CHAINSAW SAFETY TRAINING & MTCE $179.50 SEMINAR 7-19-16 CHAINSAW SAFETY TRAINING & MTCE $179.50 SEMINAR 7-19-16 CHAINSAW SAFETY TRAINING & MTCE $179.50 SEMINAR 7-19-16 Invoice 081016 7/21/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $718.00 Refer 5 BLUE LAGOON MARINE -1947- CITY OF MOUND 08/04/16 11:42 AM Page 2 Payments Current Period: August 2016 Cash Payment E 101-45200-404 Machinery/Equip Repairs PARKS BOAT REPAIR- FLUSH SAND FROM $159.29 COOLING SYSTEM- REPLACE PLUGGED THERMOSTAT Invoice 223753 7/18/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $159.29 Refer ftp19 CARBONS S P/ZZA�*��u�r�� Cash Payment E 222-42260-431 Meeting Expense LUNCH -FIRE COMMISSION MEETING 7-27-16 $114.45 Invoice 080416 7/27/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $114.45 Refer 28 CEMETERIES, MINNESOTA ASSO Cash Payment E 101-45250-430 Miscellaneous 2016 MEMBERSHIP DUES- MN ASSOC OF $64.50 CEMETERIES Invoice 081016 7/26/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $64.50 Refer 7 CENTERPOINT ENERGY (MiNNEG Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities Invoice 081016-2 7/25/2016 Cash Payment E 602-49450-383 Gas Utilities 1758 SUMACH LANE LS GENERATOR NATL $26.25 GAS SVC 7-20-16 THRU 8-20-16 2649 EMERALD DR. LS E3 GENERATOR $23.20 NATL GAS SVC 7-20-16 THRU 8=20-16 4791 NORTHERN RD LS D1 GENERATOR $19.12 NATL GAS SVC 7-20-16 THRU 8-20-16 3303 WATERBURY RD LS GAS SVC 7-20-16 $19.61 THRU 8-20-16 2990 HIGHLAND BLVD LS 61 GENERATOR $26.80 NATL GAS SVC 7-20-16 THRU 8-20-16 4948 BARTLETT LS E2 GENERATOR NATL $18.60 GAS SVC 7-20-16 THRU 8-20-16 4728 CARLOW RD LS GENERATOR NATL $19.12 GAS SVC 7-20-16 THRU 8-20-16 5808 GRANDVIEW BLVD LS GENERATOR $18.60 NATL GAS SVC 7-20-16 THRU 8-20-16 4922 THREE PTS BLVD LS GENERATOR $18.60 NATL GAS SVC 7-20-16 THRU 8-20-16 Invoice 081016-2 7/25/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $189.90 Refer rCOLO TTI, JOHN A..�,s,��_ Cash Payment E 609-49750-331 Use of personal auto REIMB MILEAGE- TO CITY HALL- BANK $10.80 DEPOSITS - J. COLOTTI- JUNE 2016 Invoice 081016 8/1/2016 Cash Payment E 609-49750-431 Meeting Expense Invoice 081016 8/1/2016 REIMB MILEAGE- TO CITY HALL- BANK $10.80 DEPOSITS - J. COLOTTI- JULY 2016 • CITY OF MOUND 08/04/16 11:42 AM Page 3 Payments Current Period: August 2016 Cash Payment E 609-49750-431 Meeting Expense REIMB MILEAGE- TO PRIME ADVERTISING- $12.96 MAPLE GROVE- BANK DEPOSITS - J. COLOTTI- JUNE 22 2016 Invoice 081016 8/1/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $34.56 Refer 9 COMMERCIAL ASPHALT CO. Cash Payment E 101-43100-224 Street Maint Materials DURA DRIVE HOTMIX 4.02 TON $216.88 Invoice 160715 7/15/2016 Cash Payment E 101-43100-224 Street Maint Materials 3 TACK OIL PAILS $120.00 Invoice 160715 7/15/2016 Cash Payment E 101-43100-224 Street Maint Materials DURA DRIVE HOTMIX 4.02 TON $336.88 Invoice 160715 7/15/2016 Transaction Date 8/6/2014 Wells Fargo 10100 Total $673.76 Refer 10 CUES, INC,rayµ Cash Payment E 602-49450-205 Computer Hardware/Soft SEWER CAMERA SOFTWARE & SUPPORT $1,800.00 PLAN Invoice 461478 7/18/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $1,800.00 Refer_ � 20 EMERGENCY RESPONSE SOtUTI��_��G�� Cash Payment E 222-42260-219 Safety supplies REPLACE S TO C BUTTON ON SCBA #6, $249.51 REPLACE P TO C ;BUTTON & O-RING ON SCBA #8- FLOW TESTED #2 & #8 --SLIDE BUTTON ASSEMBLY, QC BUTTON ASEMBLY FIREHAWK GREY Invoice 6784 7/12/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $249.51 Refer 11 EMERYS TREE SERVICE, /NCORP Cash Payment E 101-45200-533 Tree Removal CLEAN UP HALF OF MAPLE TREE DOWN $740.00 ACROSS RIDGEWOOD ROAD 7-6-16 Invoice 20768 7/19/2016 Cash Payment E 101-49999-430 Miscellaneous REMOVE 56" ELM TREE @ 2631 COMMERCE $1,397.50 BLVD Invoice 20767 7/19/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $2,137.50 Refer� �53 ENVIRONMENTAL EQUIPMENT AN Cash Payment E 101-43100-500 Capital Outlay FA 2016 TYMCO 600 STREET SWEEPER $241,355.00 PORTION UPGRADE- REMOUNTED ON CITY'S FREIGHTLINER CHASSIS Invoice 12956 8/1/2016 PO 24642 Cash Payment R 101-48500-39101 Sales of General Fixe TRADE IN 2004 TYMCO 600 BAH SWEEPER -$60,000.00 Invoice 12956 8/1/2016 PO 24642 Transaction Date 8/3/2016 Wells Fargo 10100 Total $181,355.00 Refer � 12 FIRE SAFETY USA, INCORPORATE Cash Payment E 101-42115-500 Capital Outlay FA UPFIT OF 2016 FORD INTERCEPTOR- $1,387.50 EMERGENCY MGMT - FIELD OPS VEHICLE Invoice 91308 6/30/2016 Cash Payment E 101-42400-500 Capital Outlay FA UPFIT OF 2016 FORD INTERCEPTOR- $1,387.50 EMERGENCY MGMT - FIELD OPS VEHICLE Invoice 91308 6/30/2016 Transaction Date 8/2/2016 Wells Fa ��4�10100 Total $2,775.00 CITY OF MOUND 08/04/16 11:42 AM Page 4 Payments Current Period: August 2016 x':,wN,axt Refer Cash Payment 13 FIVE TECHNOLOGY E 101-41920-440 Other Contractual Servic MONTHLY MANAGED SVC & NETWORK MTCE- AUGUST 2016 $1,290.00 Invoice 10816-27 8/1/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $1,290.00 Refer50 FIVE TECHNOLOGY Cash Payment E 101 -41 920-500 Capital Outlay FA PROJECT 2112 APP SERVER- ONLINE $5,100.00 EXCHANGE- FIRE DEPT & SERVER CLEAN UP Invoice P2112-1 1/13/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $5,100.00 Refer 14 FRONTIER/CITIZENS COMMUNICA Cash Payment E 222-42260-321 Telephone, Cells, & Radi NETWORK ETHERNET SVC 7-20-16 THRU 8- $185.07 20-16 Invoice 4661435 7/20/2016 Cash Payment E 101-41920-321 Telephone, Cells, & Radi NETWORK ETHERNET SVC 7-20-16 THRU 8- $555.21 20-16 Invoice 4661435 7/20/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $740.28 Refer 15 GOPHER STATE ONE CALL - _ Cash Payment _ E 601-49400-395 Gopher One -Call JULY 2016 LOCATES $135.00 Invoice 6070581 7/31/2016 Cash Payment E 602-49450-395 Gopher One -Call JULY 2016 LOCATES $135.00 Invoice 6070581 7/31/2016 Transaction Date 8/6/2016 Wells Fargo 10100 Total $270.00 Refer.�16 GRAFfX SHOPPE Cash Payment E 101-42115-500 Capital Outlay FA REFLECTIVE KIT& INSTALLATION- MOUND $240.00 EMERGENCY SVCS- -FIELD OPS VEHICLE SIDES & REAR Invoice 109034 7/27/2016 PO 24623 Cash Payment E 101-42400-500 Capital Outlay FA REFLECTIVE KIT& INSTALLATION- MOUND $240.00 EMERGENCY SVCS- -FIELD OPS VEHICLE SIDES & REAR Invoice 109034 7/27/2016 PO 24623 Transaction Date 8/6/2016 Wells Fargo 10100 Total $480.00 Refer 17 GUST, RONALD R. JR� Cash Payment E 609-49750-331 Use of personal auto REIMB MILEAGE- SPIRIT 0 FTHE LAKES $53.46 MTGS, PRIME ADVERTISING MAPLE GROVE, PAUSTIS TRADE EVENT- R. GUST - JUNE - JULY 2016 Invoice 081016 8/1/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $53.46 Refer w � 18 HD SUPPLY WATERWORKS, LTD Cash Payment E 601-49400-210 Operating Supplies WATER METER SUPPLIES- LID COVER, $1,239.01 CURB BOX REPAIR TOPS Invoice F837730 7/20/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $1,239.01 Refer ..,�21 HOVERSTEN, ERIC�x� -1950- CITY OF MOUND 08/04/1611:42 AM Page 5 Payments Current Period: August 2016 Cash Payment E 101-41310-331 Use of personal auto REIMB MILEAGE- CITY MEETINGS- MCES- $59.40 LMC BLDG, HENN CO GOVT CTR- CONT. HEARING - E. HOVERSTEN JULY 2016 Invoice 080416 7/29/2016 Transaction Date 8/5/2016 Wells Fargo 10100 Total $59.40 Refer 50INVICTUS, LLC Cash Payment E 609-49750-340 Advertising 2016 RUNNING OF THE BAYS 1/2 $100.00 MARATHON - 5K RUN/WALK EVENT 9-10-16 SPONSORSHIP- HWS Invoice 081016 8/2/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $100.00 _Refer 221VERSON,NOAH Cash Payment E 101-41500-434 Conference & Training REIMB MILEAGE- TIF TRAINING- BROOKLYN $70.95 CTR & INVESTMENT TRAINING- INVER GROVE HTS - N. IVERSON JULY 2016 Invoice 080416 7/29/2016 Transaction Date 8/5/2016 Wells Fargo 10100 Total $70.95 Refere 54,JUBILEE FOODS,., Cash Payment E 609-49750-255 Misc Merchandise For R LIMES & LEMONS FOR RESALE- HWS $87.14 Invoice 081016 7/1/2016 Cash Payment E 609-49750-255 Misc Merchandise For R LIMES & LEMONS FOR RESALE- HWS $59.66 Invoice 081016 7/11/2016 Cash Payment E 609-49750-255 Misc Merchandise For R LIMES & LEMONS FOR RESALE- HWS $47.00 Invoice 081016 7/27/2016 Cash Payment E 222-42260-210 Operating Supplies SUPERCHILL WATER- FIREMEN $19.95 Invoice 081016 7/19/2016 Cash Payment E 101-41410-431 Meeting Expense DONUTS & WATER- HENNEPIN COUNTY $13.17 ELECTIONS TRAINING- CITY OF MOUND'S TURN TO HOST Invoice 081016 7/20/2016 Cash Payment E 222-42260-431 Meeting Expense DIET COKE & ICED TEA - FIRE COMMISSION $8.00 MTG 7-27-16 Invoice 081016 7/27/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $234.92 Refer 23 KLM ENGINEERING, INCORPORAT Cash Payment E 601-49400-500 Capital Outlay FA INSTALL GRIDBEE GS -12 TANK MIXER W/ $18,500.00 SCADA BOX @ CHATEAU WATER TOWER #3 Invoice 6087 7/20/2016 PO 24626 Transaction Date 8/2/2016 Wells Fargo 10100 Total $18,500.00 Refer 26 LAKE MANAGEMENT, INC,�� Cash Payment E 101-45200-400 Repairs & Maintenance 2016 AQUATIC WEED MGMT PROGRAM $4,737,00 TREATMENTS- 7 BEACHES & DNR PERMIT FEE Invoice 35475 3/2/2016 Cash Payment E 101-45200-400 Repairs & Maintenance 2 TREATMENTS WEED CONTROL 2016 $1,165.00 DUTCH LAKE BOAT ACCESS Invoice 35474 3/2/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $5,902.00 Refer 24 LAKE MINNETONKA COMM. COMM -1951- CITY OF MOUND 08/04/16 11:42 AM Page 6 Payments Current Period: August 2016 Cash Payment E 101-49840-300 Professional Srvs 2nd QTR 2016 PEG ACCESS FEE PER $10,629.08 SUBSCRIBER Invoice 080416 7/28/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $10,629.08 Refer_ �.. 25 LAKE RESTORATION, INC. Cash Payment E 675-49425-440 Other Contractual Servic BEACHWOOD POND TREATMENT #1 $604.00 DUCKWEED, SUBMERGED WEEDS & ALGAE Invoice 150085 7/27/2016 Cash Payment E 675-49425-440 Other Contractual Servic SHORELINE DR POND TREATMENT #3- $222.00 DUCKWEED, SUBMERGED WEEDS & ALGAE Invoice 150372 7/28/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $826.00 Refer ,6 LEAGUE MN CITIES INSURANCE T.,�u..: Cash Payment G 101-22802 Festival _ SPIRIT OF LAKES 2016 FESTIVAL $250.00 FIREWORKS INSURANCE RIDER- 7-16-16 Invoice 53821 7/31/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $250.00 Refer ___ 27 LOFFLER COMPANIES, INCOR_POR _ Cash Payment E 101-42400-202 Duplicating and copying KONICA MINOLTA HP3035 FINANCE/P &1 $95.96 COPIER B & WHT COPIES 4-20-16 THRU 7- 19-16 Invoice 2281251 7/15/2016 Cash Payment E 101-41500-202 Duplicating and copying Invoice 2281251 7/15/2016 Cash Payment E 101-42400-202 Duplicating and copying Invoice 2281251 7/15/2016 KONICA MINOLTA HP3035 FINANCE/P &1 $95.96 COPIER B & WHT COPIES 4-20-16 THRU 7- 19-16 PRINTER HP4100 P&I COPIER B & WHT $44.94 COPIES 4-20-15 THRU 7-19-16 Transaction Date 8/2/2016 Due 12/31/2013 Wells Fargo 10100 Total $236.86 Refer �55 METROPOLITAN COUNCIL WASTE�� Cash Payment E 602-49450-388 Waste Disposal-MCIS WASTEWATER SVCS SEPT 2016 $55,735.75 Invoice 0001058266 8/2/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $55,735.75 Refer 32 MINNESOTA BATTERY LLC Cash Payment E 222-42260-409 Other Equipment Repair FIRE VEHICLE #22- BATTERY- 2015 $170.00 Invoice 13891 4/7/2015 Transaction Date 8/2/2016 Wells Fargo 10100 Total $170.00 Refer 29MINNESOTA VALLEY TESTING LA�� Cash Payment E 601-49400-470 Water Samples MONTHLY CHLORINE REPORT & COLIFORM $77.50 WATER TESTS -10 Invoice 818521 7/19/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $77.50 Refer 30 MN CLEAN SERVICES, INC. Cash Payment E 101-41930-460 Janitorial Services JANITORIAL SVC- JULY 2016- CITY HALL $474.80 Invoice 0816M01 8/1/2016 Cash Payment E 222-42260-460 Janitorial Services JANITORIAL SVC- JULY 2016- FIRE DEPT $245.20 Invoice 0816M01 8/1/2016 -1952- CITY OF MOUND 08/04/16 11:42 AM Page 7 Payments Current Period: August 2016 Cash Payment E 101-41910-460 Janitorial Services JANITORIAL SVC- JULY 2016- CENTENNIAL $426.93 BLDG Invoice 0816M01 8/1/2016 Cash Payment E 602-49450-460 Janitorial Services JANITORIAL SVC- JULY 2016- PUBLIC $163.47 WORKS BLDG Invoice 0816M01 8/1/2016 Project 16-3 Transaction Date 8/2/2016 Wells Fargo 10100 Total $1,310.40 Refer,56 MNSPECT.�..��w�., Cash Payment E 101-42400-308 Building Inspection Fees JULY 2016 BUILDING INSPECTION FEES $14,834.08 Invoice 6830 8/3/2016 Cash Payment G 101-20800 Due to Other Governments JULYH 2016 - ELECTRICAL STATE -$17.00 SURCHARGE FEE CREDIT Invoice 6830 8/3/2016 Cash Payment R 101-42000-32220 Electrical Permit Fee JULY 2016 ELECTRICAL INSPECTION -$223.00 PERMIT FEE CREDITS Invoice 6830 8/3/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $14,594.08 Refer_ wAww. � G�31 MOUND FIRE RELIEF ASSOCIA TIO Cash Payment E 222-42260-124 Fire Pens Contrib AUG 2016 - FIRE RELIEF PENSION $10,416.67 CONTRIBUTION Invoice 081016 8/1/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $10,416.67 Refer 33 NATIONAL FIRE PROTECTION ASS Cash Payment E 222-42260-208 Instructional Supplies NFPA 1851 SELECTION CARE MTCE- 2014 $55.40 EDITION Invoice 6748449 7/8/2016 PO 24707 Transaction Date 8/2/2016 Wells Fargo 10100 Total $55.40 Refer 34 NORLINGS LAK E MINNETONKA LA _ _ Cash Payment E 401-43136-300 Professional Srvs INSTALL TOPSOIL & GRASS SEED BEHIND $314.85 CURB @ 4942 THREE PTS BLVD Invoice 31724 7/14/2016 Project PW1602 Transaction Date 8/6/2014 Wells Fargo 10100 Total $314.85 Refer 35 NORTHERN TOOL AND EQUIPMEN Cash Payment E 101-45200-210 Operating Supplies HOSE & REEL- PARKS SHOP $284.97 Invoice 43587 7/26/2016 Transaction Date 2/16/2015 Wells Fargo 10100 Total $284.97 Refer,37� OFFICE DEPOT (FIRE)�,,,� Cash Payment E 222-42260-200 Office Supplies COPY PAPER, ADDRESS LABELS, BLACK $103.73 TONER CARTRIDGE, LAMINATING POUCHES, HIGHLIGHTERS- FIRE DEPT Invoice 850624154001 7/13/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $103.73 Refer �36 OFFICE DEPOT�� Cash Payment E 609-49750-200 Office Supplies LAMINATION POUCHES, PRINTER TONER- 4 $567.33 CARTRIDGES, COPY PAPER- HWS Invoice 852390445001 7/22/2016 PO 23473 Transaction Date 8/2/2016 Wells Fargo 10100 Total $567.33 Refer 38 PLUNKETT S, INCORPORATED - -1953- CITY OF MOUND 08/04/16 11:42 AM Page 8 Payments Current Period: August 2016 Cash Payment E 101-41910-440 Other Contractual Servic PEST CONTROL SVC- QUARTERLY - CENT $108.16 BLDG 7-8-16 Invoice 5482068 7/8/2016 Transaction Date 5/5/2016 Wells Fargo 10100 Total � $108.16 Refer 39 R. C. ELECTRIC, INCORPORATED Cash Payment E 101-45200-440 Other Contractual Servic REPAIR POST LIGHT ON GREENWAY PATH $361.35 7-6 & 7-12-16 Invoice 5289 7/14/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $361.35 Refer, 40 REPUBLIC SERVtCES,w. Cash Payment E 222-42260-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC $186.85 Invoice 0894-004146471 7/25/2016 Cash Payment E 101 -41 930-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC $186.86 Invoice 0894-004146471 7/25/2016 Cash Payment E 602-49450-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC $285.41 Invoice 0894-004146473 7/25/2016 Project 16-3 Cash Payment E 101-41910-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC $195.57 Invoice 0894-004144253 7/25/2016 Cash Payment E 101-45200-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC $590.66 Invoice 0894-004144472 7/25/2016 Cash Payment E 670-49500-440 Other Contractual Servic JULY 2016 CITY WIDE RECYCLING SERVICE $12,991.77 Invoice 0894-004144203 7/25/2016 Cash Payment E 101-45200-384 Refuse/Garbage Disposa AUGUST 2016 GARBAGE SVC PARKS DEPT- $192.00 EXTRA YARDAGE Invoice 0894-004144472 7/25/2016 Transaction Date 5/2/2016 Wells Fargo 10100 Total u�41 $14,629.12 _Refer SIMPLEX GRINNELL Cash Payment E 601-49400-440 Other Contractual Servic 5 YR OBSTRUCT INSPECTION INTERNAL $2,993.00 WET SPRINKLER- WELL HOUSE #8, ADD GATE VALVE & NEW CRACK FLOW INSTALLATION Invoice 82673139 6/30/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $2,993.00 Refer 42 STA -SAFE LOCKSMITHS COMPAN Cash Payment E 285-46388-401 Building Repairs OPEN LOCKED PARKING DECK ELEVATOR $194.80 ELECTRICAL ROOM STEEL DOOR- INSTALL NEW HINGES Invoice 0020431 7/15/2016 Cash Payment E 101-45200-400 Repairs & Maintenance REPAIR DEPOT DOOR LOCK PUSH BAR $163.80 TAILPIECE ASSEMBLY Invoice 0020412 6/7/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total � $358.60 Refer � 43 SUN PATRIOT NEWSPAPER -CITY Cash Payment E 101-41410-351 Legal Notices Publishing LEGAL NOTICE- CANDIDATE FILING DATES $26.99 7-23-16 Invoice 382425 7/23/2016 Cash Payment E 101-41410-351 Legal Notices Publishing LEGAL NOTICE- PUBLIC ACCURACY TEST 7- $19.28 23-16 Invoice 382426 7/23/2016 -1954- CITY OF MOUND 08/04/1611:42 AM Page 9 Payments Current Period: August 2016 Cash Payment E 101-41410-351 Legal Notices Publishing LEGAL NOTICE- PRIMARY ELECTION -AUG 9 $57.83 & POLLING PLACES 7-23-16 Invoice 382427 7/23/2016 Cash Payment E 101-41410-351 Legal Notices Publishing Invoice 385502 7/30/2016 LEGAL NOTICE- PRIMARY ELECTION -AUG 9 $26.99 & POLLING PLACES 2ND PUBLICATION -7-30- 16 Transaction Date 8/2/2016 Wells Fargo 10100 Total $131.09 Refer 51 SUNSET CONSTRUCTION, INCOR Gash Payment R 602-49450-37255 Sewer Inspection Fee REFUND 80% OF BLDG PERMIT #2016- $28.00 00582- WORK NOT DONE- 4518 MANCHESTER- SUNSET CONSTRUCTION Invoice 081016 8/3/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $28.00 Refer 44 TEAM LABORATORY CHEMICAL C Cash Payment E 302-49450-220 Repair/Maint Supply 6 QTY 20# SUPER BLOCK CHERRY $554.50 DEODORIZER- SEWER DEPT Invoice 0002540 7/18/2016 Cash Payment E 602-49450-220 Repair/Maint Supply 2 QTY 20# SEWER DEODORIZER BLOCKS $172.00 Invoice 123442 7/8/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $726.50 Refer 45 UHL COMPANY Cash Payment E 285-46388-400 Repairs & Maintenance SVC CALL- PARKING DECK A/C UNIT LEAK- $381.75 CHANGED FILTER & BELT Invoice 44611 7/25/2016 Cash Payment E 285-46388-400 Repairs & Maintenance RELOCATE THERMOSTAT @ MOUND $848.22 TRANSIT CTR PARKING DECK Invoice 44754 7/29/2016 Transaction Date 3/1/2016 Wells Fargo 10100 Total $1,229.97 Refer - yN4 +�46 WESTONKA PUBLIC SCHOOLS.�,m„�,�,�.�„„��..��,��,��,�,,,..,��, Cash Payment E 101-42115-430 Miscellaneous CROSSING GUARD @ GRANDVIEW MIDDLE $2,500.00 SCHOOL- 2015-2016 SCHOOL YEAR 2ND HALF INSTALLMENT 2-1-16 Invoice 081016 7/20/2016 Cash Payment E 101-42115-430 Miscellaneous CROSSING GUARD @ GRANDVIEW MIDDLE $2,500.00 SCHOOL- 2016-2017 SCHOOL YEAR 1 ST HALF INSTALLMENT 9-1-16 Invoice 081016 7/20/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $5,000.00 Refer � 47 WESTSlDE WHOLESALE TIRE AND Cash Payment E 101-45200-404 Machinery/Equip Repairs 2 TIRES & MOUNTING FOR Z TURN MOWER- $160.36 PARKS Invoice 768181 7/27/2016 Transaction Date 8/2/2016 Wells Fargo 10100 Total $160.36 Refer 48µWlDMERCONSTRUCTION, �LLC Cash Payment E 602-49450-440 Other Contractual Servic REPLACE SANITARY MANHOLE, RINGS & $5,567.50 GATEVALVES @ CTY RD 110 7-8-16 Invoice 4156 7/26/2016 _ Transaction Date 8/2/2016 Wells Fargo 10100 Total $5,567.50 Refer 49 XCEL ENERGY,,., _1955_,n�,�.,,,,,. CITY OF MOUND Payments 08/04/16 11:42 AM Page 10 Current Period: August 2016 Cash Payment E 101-43100-381 Electric Utilities SHORELINE -COMMERCE STREET LIGHTS 6- $39.11 23-16 THRU 7-25-16 Invoice 49162376E 2/26/2016 Cash Payment E 602-49450-381 Electric Utilities ELECTRIC SVC 6-25-16 THRU 7-26-16 $77.31 CARLOW RD LIFT STATION Invoice 510528653 7/28/2016 Transaction Date 3/2/2016 Wells Fargo 10100 Total $116.42 Fund Summary 10100 Wells Fargo 101 GENERAL FUND $241,523.69 222 AREA FIRE SERVICES $11,754.83 285 MOUND HRA $1,424.77 401 GENERAL CAPITAL PROJECTS $314.85 601 WATER FUND $23,124.01 602 SEWER FUND $64,888.34 609 MUNICIPAL LIQUOR FUND $949.15 670 RECYCLING FUND $12,991.77 675 STORM WATER UTILITY FUND $826.00 $357,797.41 Pre -Written Checks $0.00 Checks to be Generated by the Computer $357,797.41 Total $357,797.41 -1956- CITY OF MOUND 08/04/16 11:21 AM Page 1 Payments Current Period: August 2016 "i ,•. w ...,.w uadeti.:..0 w.ria�'Arv'�t\it .� 3i%ri .k.. ,..u'�E'"v,4'��YY`?xiau k,�a�.'h ,& �v`kr��M',aAi�' 1' '•- .. � � ,�OC+��' �� •\ `w .. �i�a`,�f*�a ,3�,y'Yi�;S:�'i.u5L�.u�`v.,: Batch Name 08.016HWS User Dollar Amt $61,815.36 Payments Computer Dollar Amt $61,815.36 $0.00 In Balance Refer 1 ARCTIC GLACIER PREMIUM ICE _ Cash Payment E 609-49750-255 Misc Merchandise For R ICE $232.88 Invoice 1969621206 7/30/2016 Cash Payment E 609-49750-255 Misc Merchandise For R ICE $26.86 Invoice 1970620804 7/26/2016 Cash Payment E 609-49750-255 Misc Merchandise For R ICE $448.40 Invoice 1970620702 7/25/2016 Transaction Date 8/1/2016 Due 12/31/2014 Wells Fargo 10100 Total $708.14 Refer � 2�ARTISAN BEER COMPANY Cash Payment E 609-49750-252 Beer For Resale BEER $371.45 Invoice 3116199 7/28/2016 Cash Payment E 609-49750-252 Beer For Resale BEER $371.45 Invoice 351040 7/28/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $742.90 „......... Refer 4 BELLBOY CORPORATION Cash Payment E 609-49750-210 Operating Supplies SUPPLIES, BAGS $143.67 Invoice 94314600 7/22/2016 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX CREDIT -$40.40 Invoice 94236900 7/7/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $103.27 Refer� � �6 BELLBOY CORPORATION Cash Payment E 609-49750-265 Freight FREIGHT $10.25 Invoice 54615500 7/22/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $929.49 Invoice 54615500 7/22/2016 Cash Payment E 609-49750-265 Freight FREIGHT $46.50 Invoice 54670000 7/27/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $4,017.60 Invoice 54670000 7/27/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $738.50 Invoice 54723700 7/29/2016 Cash Payment E 609-49750-265 Freight FREIGHT $15.50 Invoice 54723700 7/29/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $5,757.84 Refer .... 5 BELLBOY CORPORATION . Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$79.90 Invoice 54531300 7/18/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total -$79.90 � Refer � 3BELLBOY CORPORATION Cash Payment E 309-49750-210 Operating Supplies SUPPLIES, BAGS $77.25 Invoice 94355800 7/29/2016 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $35.40 Invoice 94355800 7/29/2016 -1957- CITY OF MOUND 08/04/16 11:21 AM Page 2 Payments Current Period: August 2016 Cash Payment E 609-49750-340 Advertising Invoice 17048 7/25/2016 Cash Payment E 609-49750-340 Advertising Invoice 17048 7/25/2016 1/4 PAGE AD JULY 2016 WEST METRO BUSINESS PUBLICATION 1/4 PAGE AD AUGUST 2016 WEST METRO BUSINESS PUBLICATION $175.00 $175.00 Transaction Date 8/1/2016 Wells Fargo Cash Payment E 609-49750-255 Misc Merchandise For R MDSE- FLASKS, MN VIKINGS MUGS $30.60 Invoice 94355800 7/29/2016 Cash Payment E 609-49750-252 Beer For Resale Transaction Date 8/1/2016 Wells Fargo 10100 Total $143.25 Refer 7 BE_RNICKS BEVERAGES AND VEN Cash Payment E 609-49750-252 Beer For Resale Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $20.80 Invoice 310769 7/27/2016 Cash Payment E 609-49750-252 Beer For Resale BEER $253.06 Invoice 310770 7/27/2016 Cash Payment E 509-49750-252 Beer For Resale BEER $65.00 Invoice 311165 7/28/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $338.86 Refer 8 BLU SKY PUBLISHING Cash Payment E 609-49750-340 Advertising Invoice 17048 7/25/2016 Cash Payment E 609-49750-340 Advertising Invoice 17048 7/25/2016 1/4 PAGE AD JULY 2016 WEST METRO BUSINESS PUBLICATION 1/4 PAGE AD AUGUST 2016 WEST METRO BUSINESS PUBLICATION $175.00 $175.00 Transaction Date 8/1/2016 Wells Fargo 10100 Total $350.00 Refer 9 BREAKTH_RU BEVERAGE MN BEE Cash Payment E 609-49750-252 Beer For Resale BEER $7,545.05 Invoice 109592410 7/27/2016 Cash Payment E 609-49750-252 Beer For Resale BEER $206.60 Invoice 109592471 7/27/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $7,751.65 Refer 10 BREAKTHRU BEVERAGE MN WINE Cash Payment E 609-49750-253 Wine For Resale WINE $2,012.27 Invoice 1080505200 7/28/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $3,911.51 Invoice 1080505197 7/28/2016 Cash Payment E;309-49750-253 Wine For Resale WINE $140.00 Invoice 1080505198 7/28/2016 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $35.12 Invoice 1080505199 7/28/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $6,098.90 Refer _ 11 CLEAR RIVER BEVERAGE CO. Cash Payment E 609-49750-252 Beer For Resale BEER $273.00 Invoice 67-483 7/28/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total $273.00 Refer �12-COCA COLA BOTTLING -MIDWEST - Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa COCA COLA PRODUCTS- MIX $333.00 Invoice 0188099313 7/26/2016 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa COCA COLA PRODUCTS- MIX $333.00 Invoice 0188099313 7/26/2016 Transaction Date 8/1/2016 � Wells Fargo 10100 Total $666.00 Refer 13 DAHLHEIMER BEVERAGE LLCry -1958- CITY OF MOUND 08/04/16 11:21 AM Page 3 Payments Current Period: August 2016 11 UM"", E 609-49750-251 Liquor For Resale Cash Payment E 609-49750-252 Beer For Resale BEER $983.20 Invoice 1211060 7/27/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $983.20 Refer M 14 HOHENSTEINS, INCORPORATED�ra $4,874.00 Cash Payment E 609-49750-252 Beer For Resale BEER $735.88 Invoice 839011 7/21/2016 Cash Payment E 609-49750-251 Liquor For Resale Transaction Date 8/1/2016 Wells Fargo 10100 Total $735.88 Refer , 15 JJ TAYLOR. DISTRIBUTING MINN Cash Payment E 609-49750-252 Beer For Resale BEER $6,499.56 Invoice 2541797 7/27/2016 Cash Payment E 609-49750-252 Beer For Resale BEER $49.20 Invoice 2541798 7/27/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $6,548.76 Refer _ 17 JOHNSON BROTHERS LIQUOR Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$10.00 Invoice 582045 7/8/2016 Cash Payment E ;09-49750-253 Wine For Resale WINE CREDIT -$83.35 Invoice 582043 7/8/2016 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$6.67 Invoice 582044 7/8/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total -$100.02 Refer 16 JOHNSON BROTHERS LIQUOR Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,838.88 Invoice 5500340 7/27/2016 Cash Payment E 609-49750-253 Wine For Resale WINE $4,874.00 Invoice 5500342 7/27/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $2,368.84 Invoice 5500343 7/27/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,359.95 Invoice 5500341 7/27/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $10,441.67 Refer 18 MOUND, CITY OF Po Cash Payment E 609-49750-382 Water Utilities WATER SERVICE 6-1-16 THRU 7-1-16 HWS $56.84 Invoice 081016-2 7/20/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $56.84 1 -1111 Refer 11_11_1_1-__________ 19 PARLEY LAKE WINERY .-, M ,��w � ,--�,ti,�.�.�,�. ��,�,��,��, .,n- m�,��,�,� b „«�.a. Cash Payment E 609-49750-253 Wine For Resale WINE $444.00 Invoice 16134 7/29/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $444.00 Refer 20PAUSTiSAND SONS WINE COMPA�_-�� Cash Payment E 609-49750-253 Wine For Resale WINE $931.00 Invoice 8556114 7/25/2016 Cash Payment E 609-49750-265 Freight FREIGHT $13.75 Invoice 8556114 7/25/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $944.75 Refer__ 21 PHILLIPS WINE AND SPIRITS, INC _ -1959- CITY OF MOUND 08/04/16 11:21 AM Page 4 Payments Current Period: August 2016 Cash Payment E 609-49750-253 Wine For Resale WINE $2,663.40 Invoice 2015817 7/27/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $1,145.95 Invoice 2015816 7/27/2016 Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $41.95 Invoice 2015818 7/27/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $3,851.30 Refer_ 22 RED BULL DISTRIBUTION CO. INC Cash Payment E 609-49750-254 Soft Drinks/Mix For Resa MIX $209.00 Invoice 13543-347 7/21/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $209.00 Refer 23 SHANKEN COMMUNICATIONS, INC RmN Cash Payment E 609-49750-255 Misc Merchandise For R WINE SPECTATOR PUBLICATIONS 7-31-16 $15.00 EDITION Invoice S0529265 6/28/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $15.00 Refer _24 SOUTHERN WINE & SPIRITS OF M Cash Payment E 609-49750-253 Wine For Resale WINE $624.00 Invoice 1435349 7/28/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $4,384.64 Invoice 1435348 7/28/2016 Cash Payment E 609-49750-253 Wine For Resale WINE $1,961.68 Invoice 1435347 7/28/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $577.44 Invoice 1432852 7/21/2016 Transaction Date � 8/1/2016 Wells Fargo 10100 Total $7,547.76 Refer 29 SOUTHERN WINE & SPIRITS OF M Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$60.75 Invoice 9043927 10/10/2014 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$126.00 Invoice 9044045 10/13/2014 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$58.60 Invoice 9048454 12/22/2014 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$11.25 Invoice 9049554 1/12/2015 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$80.95 Invoice 9050770 1/26/2015 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$4.50 Invoice 9069978 12/18/2015 Transaction Date 8/3/2016 Wells Fargo 10100 Total -$342.05 Refer 30 SOUTHERN WINE & SPIRITS OF M Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$29.60 Invoice 9071546 1/18/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$250.00 Invoice 9074259 2/29/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$15.00 Invoice 9077295 4/22/2016 -1960- CITY OF MOUND 08/04/16 11:21 AM Page 5 Payments Current Period: August 2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$9.00 Invoice 9078424 5/12/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$43.17 Invoice 9079135 5/25/2016 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$88.00 Invoice 9079428 5/31/2016 Cash Payment E 609-49750-251 Liquor For Resale LIQUOR CREDIT -$58.50 Invoice 9080261 6/13/2016 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$3.00 Invoice 9080298 6/13/2016 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$502.62 Invoice 9082292 7/13/2016 Cash Payment E 309-49750-251 Liquor For Resale LIQUOR CREDIT -$63.75 Invoice 9083602 7/29/2016 Transaction Date 8/3/2016 Wells Fargo 10100 Total -$1,062.64 Refer 25 THORPE DISTRIBUTING COMPAN Cash Payment E 609-49750-252 Beer For Resale BEER $5,357.13 Invoice 1116637 7/26/2016 Cash Payment E 609-49750-252 Beer For Resale BEER $76.25 Invoice 1116638 7/26/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $5,433.38 Refer 26 VINOCOPIA, INCORPORATED Cash Payment E 609-49750-251 Liquor For Resale LIQUOR $264.00 Invoice 0157369 7/27/2016 Cash Payment E 609-49750-265 Freight FREIGHT $5.00 Invoice 0157369 7/27/2016 Cash Payment E 609-49750-253 Wine For Resale WINE $599.13 Invoice 0156913 7/21/2016 Cash Payment E 609-49750-265 Freight FREIGHT $10.50 Invoice 0156913 7/21/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $878.63 27 WINE COMPANY _Refer Cash Payment E 609-49750-253 Wine For Resale WINE $288.00 Invoice 431447 7/21/2016 Cash Payment E 609-49750-265 Freight FREIGHT $6.30 Invoice 431447 7/21/2016 Cash Payment E 609-49750-253 Wine For Resale WINE $474.00 Invoice 432260 7/28/2016 Cash Payment E 609-49750-265 Freight FREIGHT $8.40 Invoice 432260 7/28/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $776.70 Refer 28 WINE MERCHANTS Cash Payment Invoice 7091868 Cash Payment Invoice 7091869 Cash Payment Invoice 7089968 E 609-49750-253 Wine For Resale WINE 7/27/2016 E 609-49750-254 Soft Drinks/Mix For Resa MIX 7/27/2016 E 609-49750-253 Wine For Resale WINE 7/13/2016 $1,236.54 $19.75 $495.00 CITY OF MOUND 08/04/16 11:21 AM Page 6 Payments Current Period: August 2016 Cash Payment E 609-49750-253 Wine For Resale WINE CREDIT -$152.00 Invoice 708848 7/8/2016 Transaction Date 8/1/2016 Wells Fargo 10100 Total $1,599.29 Fund Summary 10100 Wells Fargo 609 MUNICIPAL LIQUOR FUND $61,815.36 $61,815.36 Pre -Written Checks $0.00 Checks to be Generated by the Computer $61,815.36 Total $61,815.36 -1962- MOUND CITY COUNCIL MINUTES July 26, 2016 The City Council of the City of Mound, Hennepin County, Minnesota, met in regular session on Tuesday, July 26, 2016, at 7:00 p.m. in the council chambers of the Centennial Building. Members present: Mayor Mark Wegscheid, Council Members Heidi Gesch, Kelli Gillispie, Ray Salazar, and Jennifer Peterson Members absent: None Others present: City Manager and Public Works Director Eric Hoversten, Community Development Director Sarah Smith, City Attorney Troy Gilchrist, Assistant City Engineer Brian Simmons, Field Officer Stewart Simon, Administrative Assistant Mary Mackres, Nicole Brodzik, Michael Kukas, Pam Myers, Nicole Harrill, Vadim Trifel, Alexander Teplitski, Alexandra Teplitski, Max Tepllitski, and Francis Winters Consent agenda: All items listed under the Consent Agenda are considered to be routine in nature by the Council. There will be no separate discussion on these items unless a Council Member or citizen so requests, in which event it will be removed from the Consent Agenda and considered in normal sequence. 1. Open meeting Mayor Wegscheid called the meeting to order at 7:04 p.m. 2. Pledge of Allegiance 3. Approve agenda MOTION by Salazar, seconded by Gesch, to approve the agenda. All voted in favor. Motion carried. 4. Consent agenda MOTION by Salazar, seconded by Gesch, to approve the consent agenda. Upon roll call vote, all voted in favor. Motion carried. A. Approve payment of claims in the amount of $368,788.45 B. Approve minutes: July 12, 2016 regular meeting C. Approve Pay Request No. 1 from Insituform Technologies USA, LLC in the amount of $79,014.83 for the 2015 Sanitary Sewer Rehabilitation Project B, City Project No. PW -15-06 D. RESOLUTION NO. 16-91: RESOLUTION ORDERING PREPARATION OF REPORT ON LIFT STATION AND FORCEMAIN IMPROVEMENT PROJECT FOR 2017 -1963- Mound City Council Minutes — July 26, 2016 5. Comments and suggestions from citizens present on any item not on the agenda. None offered 6. Public Hearing to consider revocation of Amended and Restated Conditional Use Permit No. 02-68 for the Property Located at 4831 Shoreline Drive - continued from July 12, 2016 City Council meeting Gillispie recused herself due to a potential conflict of interest. Mayor Wegscheid explained that the public hearing was continued from the July 12th City Council meeting after the Teplitskis, owners of the property at 4831 Shoreline Drive, had retained legal counsel and requested the continuance to allow more time to prepare. Wegscheid noted the council heard statements at the July 12th meeting but had no discussion due to the request for continuance. MOTION by Salazar, seconded by Gesch, to reopen the public hearing. All voted in favor. Motion carried. Mayor Wegscheid reopened the public hearing at 7:07pm The Mayor gave a short synopsis of the situation, saying that this is about a Conditional Use Permit (CUP), which goes with the property and that anyone that buys the property must abide by the CUP that is in place for that business. Wegschied noted that the Teplitskis bought the property in 2009, which came with a CUP from 2002, and noted that there were violations in 2011 and 2016. Wegscheid said the Teplitskis met with staff to make revisions to the CUP, which were approved in May of 2016, but violations continued prompting the public hearing on July 12th. Wegscheid noted that revocation is the only tool the city has to enforce the CUP. Vadim Trifel, legal counsel for the Teplitskis, stated his office address is 120 South 6th St., Ste. 2450, Minneapolis. Trifel stated that Main Street continues to comply with the current CUP and noted that the Teplitskis have met with staff to address the city's concerns and clarify the language in the CUP. Trifel asked that the city not revoke the CUP as it would have a devastating effect on the Teplitskis who have been in business for 20 years. Trifel said non -revocation is in everybody's best interest. Trifei said he thinks the problem starts with miscommunication and noted the original CUP stated no more than 20 vehicles for display and sale. Mayor Wegscheid asked Trifel to stay focused on what this hearing is about, which is the revocation of the CUP. Trifel stated the Teplitskis hired an architect, who drew up plans for the lot to have 29 parking spots, which the city rejected. Trifel said when the city limited the number of vehicles to 25 in May of 2016, Main Street did not receive a copy of the resolution until June 9 along with a letter asking them to comply by June 10. Trifel said the city didn't give Main Street enough time to comply and noted that Main Street has done its best to maintain 25 cars or fewer on the lot since the last meeting and he requested another meeting with staff to clarify the language of the amended CUP. Mound City Council Minutes — July 26, 2016 Trifel said that Main Street would like to work with the city to increase the number of cars on the lot and Mayor Wegscheid asked that Trifel stick to the revocation issue. Wegscheid asked what assurances can be given to the council that the Teplitskis won't be back here in a month with violations to the existing CUP? Trifei stated that Main Street is serious about complying with the CUP as they have hired legal counsel, organized the lot and have maintained 25 or fewer cars since the last meeting. Trifel said the Teplitskis do not want to lose their business and noted that their son, Max Teplitski, quit his job in order to help his father with the business. Mayor Wegscheid stated that nobody wants to shut down a business, but the council is here to enforce CUPs, and this is the third time that the council has had to consider revocation of this CUP. Wegscheid said he needs to be convinced that the Teplitskis are taking this seriously now and he asked to hear from Max Teplitski on his commitment to stay within the existing CUP. Trifel stated that the Teplitskis and he had a meeting with city staff that went well and that the Teplitskis now have a better understanding of the CUP and the language therein. Max Teplitski, 4831 Shoreline Drive, owner of Main Street USA, asked to show pictures of the car lot and number of cars there. Mayor Wegscheid stated that the council does not want to rehash old stuff, but rather wants to hear the commitment that the Teplitskis will make the CUP work. Max Teplitski stated that there has been miscommunication that brought them to this point and that there is confusion with the language of the new CUP. Teplitski said he did not receive a draft of the revised CUP and therefore, couldn't participate in the council meeting on May 24. Teplitski said he can provide observation numbers from last year, noting the number of cars on the lot dropped from 37 to 26. Teplitski said there is still confusion as to what the new amended CUP allows Main Street to do. Teplitski said he saw the final resolution on June 9 and has been compliant with new CUP. Teplitski said he is still working on addressing improvements to the property and that he has a contractor and surveyor already hired. Teplitski said he is also looking to improve the exterior of the building. Teplitski said that Main Street is now on the same page as staff and council and that he knows that it is not in his best interest to revise the CUP and then violate it right away. Sarah Smith, Community Development Director, received the eight photos and showed them to council, which depicted a neat and orderly lot with the correct number of cars. Mike Kukas, 4379 Wilshire Blvd, #C-204, is an employee of Main Street Auto. Kukas stated he is frustrated with what is going on and that he has lost wages when the council shut down the business. Kukas said he has been with Main Street Auto for two years and he wants to make sure this is cleared up and offered his help. Francis Winters, 2450 Island View Drive, said he bought four cars from Main Street Auto and said the Teplitskis are great to work with. Mayor closed the public hearing at 7:37pm -1965- Mound City Council Minutes — July 26, 2016 Mayor Wegscheid said he has had several conversations with Max Teplitski and he wants to give Main Street every opportunity to do this right. Wegscheid stated the city wants this business in town. Salazar concurred with Wegscheid and said it is unfortunate that the situation has gone this far. Salazar said he looks forward to getting the situation fixed. Mayor Wegscheid suggested that Teplitski meet with staff to discuss the language in the CUP and possible revisions. Wegscheid said he feels that Main Street will keep in line with CUP. Hoversten said no action is needed by the council as no resolution was put forth for this meeting. MOTION by Wegscheid, seconded by Salazar, to get the consensus of the council that there should be no revocation of the CUP at this time, and to direct staff to meet with the Teplitskis to look at any clerical and administrative changes to the CUP. Discussion ensured with Gesch clarifying that while the Teplitskis are meeting with staff, the current CUP is in place. Mayor Wegscheid restated that revocation is the only tool the city has to ensure the CUP is followed and noted that the council is giving the Teplitskis all the rope they can to keep the CUP adhered to. The following voted in favor: Salazar, Wegscheid, Gesch, and Peterson. The following voted against: none. The following abstained: none. Motion carried. Gillispie returned to the dias. 7. Brian Simmons, Assistant City Engineer, requesting discussion/action on Resolution Receiving Report and Authorizing Preparation of Plans and Specifications and Ordering Advertisement for Bids for the Island Park Watermain Loop Project, City Proiect No. PW -15-10 Simmons explained that this report was authorized in 2015, but that it was not brought back to the council at that time because Bolton & Menk was focused on other projects. Simmons stated that Mound owns three above -ground storage tanks and 48.5 miles of water pipes which range in size from four inches to 16 inches in diameter. Simmons said these cast iron pipes are being replaced with ductile iron or plastic. Simmons said this project will eliminate the booster pumps and the stand pipe, which provide additional volume to the Island Park area, but also create interruptions to pressure zones. Simmons said this project will allow the city to have one contiguous pressure zone across the city and still have the firefighting volumes that the city is seeking. Simmons said the Island Park area pipe consists of one 8 -inch pipe that will be upsized to one 10 -inch pipe, which will provide a significant increase in volume. Simmons said a geotechnical firm took soil borings under the lake and found the soils were unstable and unsafe which leaves only one option available from an engineering standpoint. Mound City Council Minutes — July 26, 2016 Simmons said drilling will be done from Avon Park to Tyrone Park, 35-40 feet through the center of the channel at a cost under $520,000 which will be charged to the water fund. Simmons said the schedule is in place and asked the council for approval of the study and permission to prepare the plans and specs. Gillispie noted that the proposed project costs show 25% for engineering, administration, and financing costs instead of the usual 20%. Simmons said that there is a contingency included because of drilling under the bay, and noted that Bolton & Menk's fees are not anywhere near 25%. Simmons said 20-25% is an industry standard and asked if the council wants to use a different number. Gillispie said no revision is necessary, but just wants it noted that the typical number is 20%. Gesch asked if the increase in volume on the island will affect other parts of Mound? Simmons said no because the water is already migrating that way and there should be no negative impact on the rest of Mound. MOTION by Salazar, seconded by Gesch, to approve the following resolution. All voted in favor. Motion carried. RESOLUTION NO. 16-92: RESOLUTION RECEIVING REPORT AND AUTHORIZING PREPARATION OF PLANS AND SPECIFICATIONS AND ORDERING ADVERTISEMENT FOR BIDS FOR THE ISLAND PARK WATERMAIN LOOP IMPROVEMENT PROJECT, CITY PROJECT NO. PW -15-10 8. Visit by Dr. Pamela Myers of the Westonka Historical Society with a semi-annual update Dr. Myers asked that Brian Simmons stay for a moment. Dr. Myers conveyed that 100 years ago, the homesteaders decided to drill a four inch well and that she is glad we have progressed since then. Dr. Myers then thanked Simmons for staying. Myers said the school was started 100 years ago and that the first graduating class was in 1918. Myers gave an update on what's new with the museum, noting the museum has expanded and new displays added. Myers said 100 people came to the grand re -opening and that the museum has become a destination for tours of many different kinds of groups. Myers said many people visit the website and that there are now 70 history videos available online. Myers said the next fundraiser is the annual House of Moy dinner, which takes place at the Gillespie Center on September 17. 9. Sarah Smith, Community Development Director, requesting review/discussion/action on new legislation regarding Temporary Health Care Dwelling Units Sarah Smith, Community Development Director, said a new law was passed creating a process for landowners to place mobile residential dwellings on their property to serve as a temporary family health care dwelling, subject to 10 conditions which must be met. Smith -1967- Mound City Council Minutes — July 26, 2016 said the law allows the unit for an initial six month period that can be renewed for another six months, and that cities can opt out of the law by adding an amendment to the city code zoning ordinance. Smith said staff recommends opting out to allow more time to study and suggested the proposed amendment be considered at the August 16th planning commission meeting followed by a public hearing at the August 23rd regular council meeting in order to meet the September 1st deadline. Salazar asked how long can cities opt out? Smith said until you choose to opt back in. Mayor Wegscheid said he agrees with staff to conduct a study first before opting in. MOTION by Wegscheid, seconded by Salazar, to direct staff to draft an amendment to the zoning ordinance to opt out of the Temporary Family Health Care Dwelling option. All voted in favor. Motion carried. 10. Information/Miscellaneous A. Comments/reports from Council Members Hoversten noted the following meetings/special events: • Night to Unite on August 2nd • Tour de Tonka and Dog Days on August 6th • Primary Election August 9th with regular meetings changed to August 10th • WeCAN Ready to learn program/school supplies collection - August 19th • Farmers Market and More, booth set up for council - August 20th • Running of the Bays on September 10th Mayor Wegscheid introduced the new city attorney, Troy Gilchrist, and said Troy will be replacing Melissa Manderschied. Gillispie reminded everyone of the first annual Police vs. Fire charity softball game on Aug. 24, at the WRA ball fields in Minnetrista, which is a fundraiser for WeCAN. B. Reports: Finance Department - June YTD Mound Fire Department - June 2016 Bolton & Menk - Engineering - June YTD C. Minutes: D. Correspondence: Letter from WeCAN - July 13, 2016 11. Adjourn MOTION by Gesch, seconded by Gillispie, to adjourn at 8:08 p.m. All voted in favor. Motion carried. Mayor Mark Wegscheid Attest: Catherine Pausche, Clerk MOUND CITY COUNCIL MINUTES JULY 26, 2016 The City Council of the City of Mound, Hennepin County, Minnesota, met in special session on Tuesday, July 26, 2016, at 6:00 p.m. in the council chambers of the Centennial Building. Members present: Mayor Mark Wegscheid; Council Members Kelli Gillispie, Ray Salazar, Heidi Gesch, and Jennifer Peterson Others present: City Manager/Public Works Director Eric Hoversten, Community Development Director Sarah Smith, Finance Director/Clerk/Treasurer Catherine Pausche, Field Officer Stewart Simon, Building Official Scott Qualle (MNSpect), Attorney Troy Gilchrist 1. Open meeting Mayor Wegscheid called the meeting to order at 6:00 p.m. 2. Approve the agenda Mayor Wegscheid requested item 3A be moved to the end. Motion by Salazar, seconded by Peterson to approve the agenda as amended. All voted in favor. Mlotion carried. 3. Review and discussion on proposed amendments to the Mound City Code Smith introduced the topics for discussion and said the overall goal was to improve the code enforcement process. B. Chapter 42, Nuisances as it relates to public nuisances affecting health, peace and safety Simon said the changes to Sections 1, 2, and 3 were housekeeping in nature to provide clarifying language and better reflect the Hennepin County health code. Simon said that the substantive changes were to Section 4 which addresses abatement actions and the ability to charge back abatement and administrative costs as special assessments if unpaid, and Section 5 which defines the abatement process, timelines, and procedures for the appeal process. Wegscheid asked that if on page 26, item 8, the distance from the road needs to be added. Gesch pointed out that page 27 item 18 was confusing as written. Gillispie asked if the term 'abandoned' needs to be defined. Simon said 'abandoned' applies to foreclosures. Gesch suggested not defining the type of disease in item 14 and qualifying warrant or permission with unless there is a urgent risk to health and safety on page 28, Section 3a. Gillispie asked if the letters have to be certified and Simon said in certain circumstances. Gilchrist said first class mail with an affidavit of service by mail is better for legal purposes. Gilchrist also noted that Section 4a on page 29 needs to be consistent with MSS 429.101. Salazar said he would like to see a longer timeline with a minimum of 15 days. Peterson asked what other cities allow and Simon said 7 to 10 days. Wegscheid suggested requiring a response with plan specifics to the Field Officer within 7 days. Hoversten recommended the code contain firm language with staff allowed to be flexible as this code is written for the people who are not cooperating, but then concerns arise if people are treated differently. Simon said .�. Mound City Council Minutes —July 26, 2016 Special Meeting Workshop reasonable people get reasonable results. Gesch suggested staff recheck the references to 7 and 10 days to ensure they are consistent and used correctly. Wegscheid questioned the use of liens vs. Chapter 429 special assessments as he does not want to duplicate efforts. Gilchrist cautioned staff to check the fine amounts to avoid an arbitrary penalty and instead focus on actual cost recovery. Simon said some negligent property owners treat the City like a lawn service. Gillispie said to be sure to quantify the Field Officer and admin staff time. Salazar recommended deleting item 17 on page 27 since that is not the city's jurisdiction. C. Chapter 46, Misc. Offenses and Provisions as it relates to anti -graffiti regulations Simon said that during the 2009 recodification, language addressing graffiti was removed and needs to be added back in. Wegscheid said that if there were no concerns expressed, the language is good to go. D. Chapter 129, Zoning as it relates to definitions and exterior storage Simon said the changes are to add additional types of vehicles to include in the definition of exterior storage units and a front set -back, but the allowable quantities are the same. Wegscheid noted the police and DNR only get involved when vehicles are being operated. Hoversten said the intent is to ensure the property owner has an ownership interest in the vehicle and not leasing out storage, but noted that is hard for the city to enforce. Hoversten said derelict vehicles are the main issue. Salazar noted a typo in 1a-1 and asked about extra pavers neatly stacked. Simon said the key is "neatly" stacked and that the standard is that it has to offend the vast majority of average citizens. Discussion ensued on required setbacks listed on page 44, Sec 1 (e) 3. It was noted that code allows driveways close to the property line and this would not allow some of the pavement to be used. Wegscheid said the time is up and the discussion will need to be continued and directed staff to schedule another meeting on the subject. A. Chapter 2, Administration as it relates to administrative citations Not discussed as time ran out. 4. Adjourn MOTION by Salazar, seconded by Gesch, to adjourn at 6:50 p.m. All voted in favor. Motion carried. Mayor Mark Wegscheid Attest: Catherine Pausche, Clerk Date: August 4, 2016 To: Mayor and City Council From: Catherine Pausche, Director of Finance and Administrative Services Subject: Specialized Environmental Technologies (SET) Contract The City of Mound has contracted for residential disposal of compostable materials since 2001. This contract is funded by the Recycling Fund. In 2012, we negotiated a five year agreement for a flat amount with a fuel escalator of up to 2.5% in years 2 through 5. The fuel escalator reflects the fact that they are fuel dependent with the heavy equipment used to process the materials. The City paid $12,812.50 in 2016. The new contract reflects a flat amount of $13,300 for years 1 through 5 for unlimited dumping between April 1St and November 30th for a five year period (2017 though 202 1) with no fuel escalator. A flat rate helps us to manage our recycling fee on the utility bills. Offering this service to our residents is an important component of our Storm Water Pollution Prevention Program (SWPPP) which is required by the Minnesota Pollution Control Agency (MPCA). Staff recommends approval of the attached resolution and agreement provided in Attachment A. Please let Catherine know if you have any questions regarding this matter at (952)472-0633. OWN CITY OF MOUND RESOLUTION NO. 16 - RESOLUTION TO APPROVE AGREEMENT FOR DISPOSAL BETWEEN SPECIALIZED ENVIRONMENTAL TECHNOLOGIES, LLC AND THE CITY OF MOUND WHEREAS, The City of Mound manages a Recycling Fund to promote environmentally friendly treatment of household waste, WHEREAS, the City of Mound has contracted for residential disposal of compostable yard waste to deter such waste from being improperly disposed of in streets and storm sewers or by illegal dumping and to facilitate the objectives of our Storm Water Pollution Prevention Program (SWPPP), NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Mound, Minnesota, hereby approves the agreement with Specialized Environmental Technologies, LLC for residential yard waste disposal for the period January 1, 2017, through December 31, 2021, as shown in Attachment A and made a part herein. Adopted by the City Council this 10th day of August, 2016. Attest: Catherine Pausche, Clerk -1972- Mayor Mark Wegscheid Attachment A Page L of 2 AGREEMENT FOR DISPOSAL BETWEEN SPECIALIZIED ENVIRONMENTAL TECHNOLIGIES, LLC. AND THE CITY OF MOUND This agreement is made and entered into by the City of Mound and, hereinto referred to as the City, and Specialized Environmental Technologies, LLC., or any successor, hereinto referred to as SET. Section 1 TERM OF AGREEMENT This agreement will commence January 1, 2017 and shall expire December 31, 2021. SET agrees that the site will operate at a minimum between April 1St and November 30th of each year of the contract, but may be open earlier than April 1st or later than November 30th, weather permitting. Section 2 AREA TO BE SERVED SET will accept delivered, compostable yard waste material, without charge, from the private (i.e., non-commercial) residents of the City of Mound provided the material is prepared and delivered to the facility in a manner reasonably acceptable to SET. The residents of the City will be required to show proper identification to show that they live in the City of Mound. Section 3 COMPOSTABLE MATERIALS The following are examples of the materials that will be accepted at the yard waste composting facility at no charge to residents of the City of Mound: Grass/Lawn Clippings Garden Waste Leaves Weeds Mil Foil Items may be added to or deleted from this list as agreed between the parties or required by law. Section 4 PAYMENT For the operation of accepting material from the residents of the City of Mound, The City will pay $13,300.00 up front each year for the duration of the contract. This payment each year will cover the material brought in by the residents of the City of Mound. SET shall keep records of all yardages that are brought into the facility by the residents of the City and report them to the City on an annual basis. -1973- Attachment A Page I of 2 Section 5 CANCELLATION AND TERMINATION Either party may terminate this Agreement for a material breach of the Agreement by the other party after giving written notice of breach and allowing the other party thirty (30) days to correct the breach to the satisfaction of the complaining party. Except as provided in the paragraph above, this Agreement may be canceled by either party only after thirty (30) days negotiation period and ninety (90) days notice to the other party. Section 6 APPLICABLE LAW This agreement is entered into, and governed by, laws of the State of Minnesota. Section 7 ENTIRE AGREEMENT This agreement shall constitute the entire Agreement between the parties and any prior understanding or representation of any kind preceding the date of this Agreement shall not be binding upon either party except to the extent incorporated in this Agreement In witness thereof, the parties hereto executed this agreement on the day of , 2016. f.` *alta! Robert Friend Specialized Environmental Technologies CITY OF MOUND Mark Wegscheid Its: Mayor Eric Hoversten Its: City Manager -1974- IMI MEMORANDUM Date: August 4, 2016 To: Mayor and City Council From: Catherine Pausche, Director of Finance and Administrative Services Subject: Waste Management agreement for waste collection at city locations A request for quotes (RFQ) was issued and three waste haulers responded. Additional significant savings were achieved by consolidating the three 2 yard containers into one 2 yard container at the main campus and by negotiating the recycling service at the Public Works Shop into the curbside recycling contract with Republic Services. The following is a summary of the responses to the RFQ as well as a comparison to the current estimates: Locution Size Frequency City Hall/Fire/Centennial 12 yd 1 x/week 2415 Wilshire Blvd. 1===> Savings from redu Public Works 2 yd 1 x/week 5468 Lynwood Blvd. I___> Savings from recy Parks Division 18 yd 9 mos @ 1/wk 4835 Manchester 1 3 mos @ 2/wk Total Annual Cost per Verjdor Annualized Costs andy's Sanitation ( Republic Services $1,142.40 $1,073.04 from 3 containers to 1 $1,073.04 moving to Citv contract $1,420.20 40% taxes & surcharges to $1,142.40 $ 2,113.65 $704.55 $ 5,103.00 Waste Mgmt 2016 Estimate $804.12 $6,684.48 $804.121 $3,338.16 $5,495.40 $2,11 18.04 Staff recommends approval of the attached resolution and rates provided in Attachment A. Please let Catherine know if you have any questions regarding this matter at (952)472-0633. CITY OF MOUND RESOLUTION NO. 16 - RESOLUTION TO AUTHORIZE CITY MANAGER TO ENTER INTO AN AGREEMENT FOR NON -HAZARDOUS WASTE COLLECTION SERVICES BETWEEN WASTE MANAGEMENT AND THE CITY OF MOUND WHEREAS, The City of Mound operations requires waste collection services at each of its locations, and WHEREAS, the City of Mound issued a request for quotes for waste collection services and received responses from three licensed garbage haulers, and WHEREAS, the quote from Waste Management offered the greatest savings overall with service guarantees, NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Mound, Minnesota, hereby authorizes the City Manager to enter into an agreement with Waste Manager hent for non -hazardous waste collection services at city locations for the period September 1, 2016 through November 30, 2019, with rates as shown in Attachment A and made a part herein. Adopted by the City Council this 10th day of August, 2016. Attest: Catherine Pausche, Clerk -1976- Mayor Mark Wegscheid Attachment V' N„'PI i a } Y k 4 WAMSTE MANAGEMENT Location Container Size Frequency Annualized Costs up Dayof Day f wk C: 612-240-9467 - Company name: Waste Management Street address: 10050 Naples Street NE City Blaine MN 55449 Email address: cmagier@wm.com Date of quote: Hall/Fire/Centennial 2 yd 1 x/week *$804.12 M/H 2415 Wilshire Blvd. Waste Management has a 100% Service Guarantee. We would love your business. OR City Hall/Fire/Centennial 4 yd 1 x/week * $924.84 M/H 2415 Wilshire Blvd, Public Works 2 yd 1 x/week *$804.12 M/H 5468 Lynwood Blvd. 9 mos @ 9 mo. *$2,040.21 Parks Division 8 yd 1/wk 3 mo. `$1,335.75 M/H 3mos @ 4835 Manchester 2/wk *Fuel/Disposal subject to fluctuate. See line item charges on page 1. Math was done taking the cost per month from page 1 x the amount of months. Not per day, with fluctuation of days/month. Name of person quoting: Christine Magler Title of person quoting: Outside Sales Representative Direct phone: C: 612-240-9467 - Company name: Waste Management Street address: 10050 Naples Street NE City, State, Zip Blaine MN 55449 Email address: cmagier@wm.com Date of quote: 07/11/2016 Quote effective through date: 39 mo. Following award Company main phone number: 952-890-1100 Any additional comments: Waste Management has a 100% Service Guarantee. We would love your business. -1977- 21Pac 2415 Wilshire Boulevard Mound, MN. 55364 (952) 472-0605 E. e. Memorandum To: Honorable Mayor and City Council From: Field Officer Stewart B. Simon Jia Date: August 4, 2016 Re: Proposed Addition to Chapter 46, Anti -Graffiti Regulations At its July 26, 2016 Special Workshop, the Council reviewed a proposed Anti -graffiti Ordinance, to be added to Chapter 46 of the Mound City Code. In May 2016, Staff received a complaint of profane language spray painted on the side of a detached structure, situated on private property. The vandalized side of the structure was fronting a city park, and was thus visible by children using the playground equipment. During the course of the investigation, Staff discovered the code did not contain an anti -graffiti provision. Staff would recommend approval of the Ordinance, amending Chapter 46 of the Mound City Code as it relates to offenses involving public peace and order, by including a new Subsection 46-142, Anti -graffiti regulations. Staff would further recommend adopting a Resolution, authorizing the publication of an Ordinance by title and summary, based on the length of the amendment to Chapter 46. -1978- CITY OF MOUND ORDINANCE -2016 AN ORDINANCE AMENDING CHAPTER 46 OF THE MOUND CITY CODE AS IT RELATES TO OFFENSES INVOLVING PUBLIC PEACE AND ORDER The City of Mound does ordain: Section 1. A new, Section 46-142, Anti -graffiti regulations, of the Mound City Code is hereby created as follows: (a) Definitions. For the purposes of this section, the following words shall have the meaning provided to them in this section, except where the context clearly indicates a different meaning. 1. Aerosol paint container means any aerosol container that is adapted or made for the purpose of applying spray paint or other substance capable of defacing property. 2. Broad -tipped marker means any felt tip indelible marker or similar implement with a flat or angles writing surface that, at its broadest width, is greater than one- fourth of an inch, containing ink or other pigmented liquid that is not water soluble. 3. Etching equipment means any tool, device, or substance that can be used to make permanent marks on any natural or man-made surface. 4. Graffiti means any unauthorized inscription, word, painting, or other defacement that is written, marked, etched, scratched, sprayed, drawn, painted, or engraved on or otherwise affixed to any surface of public or private property by any graffiti implement, to the extent that the graffiti was not authorized in advance by the owner or occupant of the property, or despite advanced authorization is otherwise deemed a public nuisance by the City Council. 5. Graffiti implement means an aerosol paint container, a broad -tipped marker, gum label, paint stick or graffiti stick, etching equipment, brush, or any other device capable of scarring or leaving a visible mark on any natural or man-made surface. 6. Paint stick or graffiti stick means any device containing a solid form of paint, chalk, wax, epoxy, or other similar substance capable of being applied to a surface by pressure and leaving a mark of at least one-fourth of an inch in width. 7. Person means any individual, partnership, cooperative association, private corporation, persona) representative, receiver, trustee, assignee, or any othe legal entity. Prohibited acts. 1. Defacement. It is unlawful for any person to apply graffiti to any natural or man- made surface on any publicly -owned property or, without the permission of the owner or occupant, on any privately -owned property. 2. Possession of graffiti implements. Unless otherwise authorized by the owner or occupant it is unlawful for any person to possess any graffiti implements while: i. Within 200 feet of any graffiti located in or on a public facility, park, Playground, swimming pool, recreational facility, or other public building or structure owned or operated by a governmental agency; or ii. Within 200 feet of any graffiti located in any public place, or on private property, between the hours of 10:00 p.m. and 6:00 a.m. (c) Graffiti as nuisance. 1. Declaration. The existence of graffiti on public or private property in violation of this ordinance is expressly declared to be a public nuisance and, therefore, is subiect to the removal and abatement provisions specified in this ordinance. 2, Duty of property owner. It is the duty of both the owner of the property to which the graffiti has been applied and any person who may be in possession or who has the right to possess such property to at all times keep the property clear of graffiti. Removal of graffiti. 1. By perpetrator. Any person applyinq graffiti on public or private property has the duty to remove the graffiti within 24 hours after notice by the city or private owner of the property involved. This removal must be done in a manner prescribed by the City Manager Chief of Police, Public Works Director, or their designees. Any person applying graffiti is responsible for the removal or for the payment of the removal. Failure of any person to remove graffiti or pay for the removal will constitute an additional violation of this ordinance. Where graffiti is applied by a person under 18 years old, the parents or legal guardian shall also be responsible for such removal or for the payment for the removal. 2. By property owner or city. If graffiti is not removed by the perpetrator according to paragraph 1 or the perpetrator is not known, the city may order that the graffiti be removed by the property owner or any person who may be in possession or who has the right to possess such property, pursuant to the nuisance abatement procedures in City Code Section 42-6 et, seq. If the property owner or responsible party fails to remove offending graffiti within the time specified by the city, the city may commence abatement and cost recovery proceedings for the graffiti removal in accordance with City Code Section 42-6 et. seq. Passed by the City Council this day of , 2016 Mayor, Mark Wegscheid Attest: Catherine Pausche, Clerk Published in the Laker the of 2016. Effective the day of 2016. CITY OF MOUND RESOLUTION 16 - AUTHORIZING PUBLICATION OF AN ORDINANCE BY TITLE AND SUMMARY WHEREAS, the City Council of the City of Mound has adopted Ordinance No. - 2016 amending Chapter 46 of the Mound City Code as it relates to offenses involving public peace and order; and WHEREAS, Minnesota Statutes, Section 412.191, subdivision 4, allows publication by title and summary in the case of lengthy ordinances; and WHEREAS, the following summary of Ordinance -2016 has been approved by the City Council of the City of Mound as clearly informing the public of the intent and effect of the Ordinance. NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Mound has reviewed the following summary of the ordinance and approved its publication in accordance with Minnesota Statutes, Section 412.191, subdivision 4: Ordinance -2016 has been approved by the City Council of the City of Mound. The Ordinance amends Chapter 46 of the Mound City Code as it relates to offenses involving public peace and order by adding a new, Section 46-142, Anti -graffiti regulations.. A copy of the full text of the ordinance is available at City Hall and at the Mound Public Library. BE IT FURTHER RESOLVED that the City Clerk keep a copy of the entire text of the ordinance in her office at city hall for public inspection and that she post of the entire text of the ordinance at Westonka Public Library in the City. Passed by the City Council this _ day of , 201_. [requires a four-fifths vote of the council members] Mayor Mark Wegscheid Attest: Catherine Pausche, Clerk 2415 Wilshire Boulevard Mound, MN 55364 (952) 472-0604 To: Honorable Mayor and City Council From: Sarah Smith, Community Development Director Date: August 2, 2016 Re: Driveway Easement Agreement over PID No. 24-117-24-41-0165 Overview Ernest and Michelle Rosenberg, owners of the property located at 4980 Brighton Boulevard are requesting a permanent easement over PID No. 24-117-24-41-0165, which is a former tax forfeit parcel that is owned by the City of Mound. Background As Council members may recall, when the property at 4980 Brighton Boulevard was in the process of being sold in 2015, it was discovered that PID No. 24-117-24-41-0165, where the driveway is located, was conveyed to the City of Mound. However, the deed was never recorded. Therefore, City and Hennepin County staff worked together to obtain a replacement deed from the State of Minnesota. Following issuance and recording of the replacement deed for PID 24-117-24-41-0165, a Driveway Easement Agreement was executed, as authorized by Resolution No. 15-111, which was approved at the October 13, 2015 City Council meeting. The property at 4967 Wilshire Boulevard is located immediately east of the property at 4980 Brighton Boulevard. Therefore, the current owners are requesting a permanent easement for access for their property. Requested Action A draft resolution has been prepared to approve the driveway easement agreement over PID No. 24-117-24-41-0165 for the property at 4967 Wilshire Boulevard. Staff recommends approval. -1983- CITY OF MOUND RESOLUTION NO. 16 - RESOLUTION APPROVING DRIVEWAY EASEMENT AGREEMENT OVER PID NO. 24-117-24-41-0165 WHEREAS, PID No. 24-117-24-41-0165 (hereinafter "the City lot") is a former tax forfeiture parcel that was conveyed to the City of Mound; and WHEREAS, the driveway that provides access to the property located at 4967 Wilshire Boulevard is located on portions of the City lot; and WHEREAS, the current property owners, Ernest and Michelle Rosenberg, have requested the City Council grant a permanent easement over the City lot for driveway purposes for the property at 4967 Wilshire Boulevard; and WHEREAS, a Driveway Easement Agreement over PID No. 24-117-24-41-0165 for the driveway improvements has been included as Exhibit A; and WHEREAS, Staff recommends City Council approval of the Driveway Easement Agreement. NOW, WHEREFORE, BE IT RESOLVED that the City Council of the City of Mound, Minnesota, does hereby approve the Driveway Easement Agreement, in substantially the same form as Exhibit A, and hereby authorizes and directs the Mayor and City Manager -Public Works Director to execute the Driveway Easement Agreement. The City Manager -Public Works Director and City Attorney are authorized to make any required revisions and/or changes to the Driveway Easement Agreement that are in keeping with the intent of this Resolution. NOW, THEREFORE, BE IT FURTHER RESOLVED that the City Council of the City of Mound, that the Driveway Easement Agreement is approved subject to the following conditions: 1. The property owners shall be responsible for recording the Driveway Easement Agreement at Hennepin County. Adopted by the City Council this 10th day of August, 2016. Catherine Pausche, City Clerk .;1 Mayor Mark Wegscheid Exhibit A -1985- Exhibit A •:. DRAFT Torrens C/T #693130 DRIVEWAY EASEMENT AGREEMENT This DRIVEWAY EASEMENT AGREEMENT ("Agreement") is made this day of , 2016, between CITY OF MOUND, a Minnesota municipal corporation, Grantor, in favor of Ernest D. Rosenberg and Michelle L. Rosenberg, Grantee. Recitals A. Grantor is the fee owner of the property described in Exhibit A, attached and incorporated hereto, in Hennepin County, Minnesota (the "Grantor Property"). B. Grantee is the fee owner of the property described in Exhibit B, attached and incorporated hereto, in Hennepin County, Minnesota ("Grantee Property"). C. Grantor desires to grant to the Grantee an easement, according to the terms and conditions contained herein, in order to facilitate Grantee's access to the Grantee Property. NOW, THEREFORE, the parties agree as follows: Terms of Easement 1. Incorporation of Recitals. The Recitals set forth above in this Agreement are incorporated into this Agreement as if fully set forth herein. 2. Grant of Easement. For good and valuable consideration, receipt of which is acknowlc,dged by Grantor, Grantor grants and conveys to the Grantee a permanent, non-exclusive easement for vehicular and pedestrian ingress and egress purposes lying over and across the easterly forty (40) feet of the Grantor Property so that Grantee has access to Grantee Property, as depicted on Exhibit C, which is attached hereto and incorporated herein ("Easement Area"). 3. Scope of Easement. Said easement shall include the right of the Grantee to use, operate, inspect, maintain, repair, and reconstruct a driveway therein from time to time to facilitate its continued driveway purposes (including but not limited to the right to remove snow, sweep and -1987- resurface the driveway). This easement shall benefit and be appurtenant to the Grantee's Property and shall burden the Grantor Property. 4. Term of Easement. This easement shall be perpetual. 5. Rights of Grantor. The Grantor, for its employees, agents, invitees, successors and assigns, as owner of the Grantor Property, reserves the right in, under, over, through, and across the Easement Area for public purposes. Grantor's rights shall include, but not be limited to: (a) the right to clear the surface of grass, brush, and trees; (b) the right to permanently change the elevation of the Easement Area (so long as any such changes by the Grantor do not materially adversely impact the driveway easement to the Grantee); (c) the right to temporarily excavate in the Easement Area after reasonable notice to the Grantee (so long as Grantor restores the driveway surface after completion of the work that necessitated the excavation); and (d) the right to alter the surface, soils, and subsoils of the Easement Area (so long as any such changes by the Grantor do not materially adversely impact the driveway easement to the Grantee). 6. Warranty of Title. The Grantor warrants it is the owner of the Property and has the right, title and capacity to convey to the Grantee the easement herein. 7. Environmental Matters. The Grantor shall not be responsible for any costs, expenses, damages, demands, obligations, including penalties and reasonable attorney's fees, or losses resulting from any claims, actions, suits or proceedings based upon a release or threat of release of any hazardous substances, pollutants, or contaminants which may have existed on, or which relate to, the easement area, Grantee Property or Grantor Property prior to the date of this instrument. 8. Interference with Easement. The parties shall not erect or place or permit to be erected or placed any improvement, obstruction, or impediment that would interf6re with the free and unrestricted use and enjoyment of the easement and rights granted pursuant to this Agreement. 9. Binding Effect. Each reference to the Grantor or Grantee shall be deemed to include each of such entities' successors and assigns. The terms and conditions of this instrument shall run with the land and be binding on the Grantor, its successors and assigns, and Grantee, its successors and assigns. 10. Notices. All notices, demands, consents and requests which may be or are required to be given by either party to the other hereunder shall be either personally delivered (including overnight delivery service) or by facsimile transmission, and addressed as follows: To Grantor: City Manager - Public Works Director Eric Hoversten, City of Mound, 2415 Wilshire Blvd, Mound, MN 55364 To Grantee: Ernest D. Rosenberg and Michelle L. Rosenberg, 4967 Wilshire Boulevard, Mound, MN 55364 The foregoing addresses may be changed from time to time by written notice. Notices shall be deemed received upon personal delivery or facsimile confirmation thereof, or on the -1988- next business day if delivered by overnight delivery service. 11. Choice of Law. This Agreement shall be construed and enforced in accordance with the laws of the State of Minnesota, without regard to choice of law provisions. 12. Entire Agreement. This document contains the entire understanding and agreement of the parties with respect to the subject matter hereof, and may not be amended except in a writing signed by each of the parties hereto. [The remainder of this page is left blank intentionally.] IN WITNESS WHEREOF, the undersigned have executed this Agreement as of the date first above written. GRANTOR: CITY OF MOUND By: Mark Wegschied Its: Mayor STATE OF MINNESOTA ) ) SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016 by Mark Wegscheid, Mayor of the City of Mound, a Minnesota municipal corporation, Grantor, on behalf of the corporation. Notary Public NOTARY STAMP OR SEAL By: Eric Hoversten Its: City Manager STATE OF MINNESOTA ) ) SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of , 2016 by Eric Hoversten, City Manager and Public Works Director of the City of Mound, a Minnesota municipal corporation, Grantor, on behalf of the corporation. NOTARY STAMP OR SEAL ..d Notary Public GRANTEE: Ernest D. Rosenberg Michelle L. Rosenberg STATE OF MINNESOTA ) ) SS. COUNTY OF ) The foregoing instrument was acknowledged before me this day of 2016 by Ernest D. Rosenberg and Michelle L. Rosenberg, Grantee. THIS INSTRUMENT DRAFTED BY: City of Mound 2415 Wilshire Boulevard Mound, MN 55364 -1991- Notary Public EXHIBIT A Legal Description of Grantor's Property In the following described land situated in the County of Hennepin and State of Minnesota: Par 1: Lots 15, 16 and 17, Block 26; Par 2: The Southerly 30 feet of Lot 20, except that part thereof described as follows: Commencing at the Southwesterly corner of said Lot 20; thence North along the Westerly line of said Lot 20 a distance of 45.1 feet; thence East along a line parallel to the South line of Lot 20, a distance of 14 feet; thence South along a line parallel to the West line of said Lot 20, a distance of '45.1 feet; thence West along the South line of said Lot 20, a distance of 14 feet, to the point of beginning, Block 26; Par 3: The Southerly 30 feet of Lots 21, 22 and 23, Block 26; all in "Wychwood". Torrens C/T #693130 Legal Description of Grantee's Property In the following described land situated in the County of Hennepin and State of Minnesota: Par 1: The West 1/2 of Lot 11, All of Lot 12, and That Part of Lots 22 and 23 lying Northerly of the Southerly 30 feet thereof, Block 26, Wychwood. Par 2: The East 50 feet of the following described property: All that part of Lot 8, Block 18, Seton, which lies West of a line described as follows, to wit: Beginning at the most Westerly point of Block 39, Wychwood; thence Northeasterly along the Northwesterly line of said Block 39, a distance of 26,5 feet; thence North along a line drawn at right angles to the Northerly line of said Lot 8, to its intersection with said Northerly line of said Lot 8; thence West along the Northerly line of said Lot 8 a distance of 72 feet to a point which is the actual point of beginning of said line; thence South and at right angles to the Northerly line of said Lot 8, to the intersection of said line with the Southerly line of said Lot 8, Being Registered land as is evidenced by Certificate of Title No, 774102, Legal Description of Utlilty Easement A perpetual easement for utility purposes under, over and across that part of said property, lying within a strip of land 45,00 feet wide, being southwesterly of and abutting the following described line: Commencing at the East quarter corner of Section 24, Township 117, Range 24; thence on an assumed bearing of North 00 degrees 13 minutes 58 Seconds East, along the east line of Government Lot 5, said Section 24, a distance of 34.29 feet; thence North 86 degrees 05 minutes 26 seconds West a distance of 1045.29 feet to the point of beginning of the line to be described; thence North 51 degrees 33 minutes 42 seconds West a distance of 500,00 feet and said line there terminating, Torrens C/T # 774102 -1993- EXHIBIT C Depiction of Easement Area A permanent, non-exclusive easement for vehicular and pedestrian ingress and egress purposes lying over and across the easterly 40 feet Grantor Property: q Easement Area -1994- JUN 2 7 2016 Ernest & Michelle Rosenberg 4967 Wilshire Blvd Mound, MN 55364 H - 952-472-2904 C - 612-385-6979 6/27/2016 City of Mound % Sara Smith Dear Sara: I am writing to request an Easement for our driveway onto Brighton Blvd. As per our phone conversation this is the same request that my neighbor went through late last year. (4980 Brighton) I'm including the legal description of the property as it has changed in the last 90 days, Let me know if there is anything else you need from us. Thank you for your assistance. I look forward to receiving this information. Sincerely, Ernest & Michelle Rosenberg -1995- Y' __�iTY ONC?gin Executive Summary TO: Honorable Mayor and City Council FROM: Sarah Smith, Community Development Director Rita Trapp, Consulting City Planner DATE: August 4, 2016 SUBJECT: Resolution to Approve Comprehensive Plan Amendment for 5524 Spruce Road Manor Summary At its June 28, 2016 meeting, the City Council held public hearings and considered applications submitted by Blake Hopkins, on behalf of Aeon, including a Comprehensive Plan Amendment and multiple land use and subdivision approval for the redevelopment of the existing 50 -unit Indian Knoll Manor affordable housing community located at 2020 Commerce Boulevard and 5524 Spruce Road. At the meeting, the City Council preliminarily approved the requested Comprehensive Plan Amendment to reguide the property at 5524 Spruce Road from Low Density Residential to High Density Residential, subject to approval from the Metropolitan Council. In its letter dated July 28, 2016, the Metropolitan Council approved the requested Comprehensive Plan Amendment for the property at 5524 Spruce Road. Therefore, final action by the City Council to approving and putting in the Comprehensive Plan Amendment is required. Recommendation Adopt the draft resolution approving and putting the Comprehensive Plan Amendment into effect. -1996- CITY OF MOUND RESOLUTION NO. 16- A RESOLUTION APPROVING THE MOUND COMPREHENSIVE PLAN AMENDMENT FOR 5524 SPRUCE ROAD AND PUTTING THE COMPREHENSIVE PLAN AMENDMENT INTO EFFECT PLANNING CASE NO. 16-14 PID NO. 13-117-24-32-0040 WHEREAS, the applicant, Aeon, has requested a Comprehensive Plan Amendment to facilitate a redevelopment project; and WHEREAS, the proposed Comprehensive Plan Amendment would reguide the following property as follows: PID Number Property Address Acres Current Comp Plan Proposed Comp Plan 13-117-24-32-0040 5524 Spruce Road 0.35 Low Density Residential High Density Residential ; and WHEREAS, pursuant to Chapter 462, Section 355, Subdivision 2 of the Minnesota State Statutes, the Planning Commission held an official public hearing on June 7, 2016 to allow formal public comment on the proposed comprehensive plan amendment; and WHEREAS, the City Council reviewed the matter at its June 28, 2016 meeting and recommended approval of the aforementioned Comprehensive Plan Amendment; and WHEREAS, the City Council preliminarily approved the Comprehensive Plan Amendment with the following conditions: 1. Applicant shall be responsible for payment of all costs associated with the Comprehensive Plan Amendment request. 2. No future approval of any rezoning, land use, or subdivision application is included as part of this action. 3. No future approval of any development plans and/or building permits is included as part of this action. ; and WHEREAS, the City Council's preliminary approval of the Comprehensive Plan Amendment was also made subject to review and approval by the Metropolitan Council. WHEREAS, it has been determined by Metropolitan Council Staff that the amendment meets Comprehensive Plan Amendment Administrative Review Guidelines, does not affect official forecasts, and may be put into effect. NOW, THEREFORE BE IT RESOLVED, by the City Council of the City of Mound that the Comprehensive Plan Amendment is hereby approved and put into effect. Adopted by the City Council this 10th day of August, 2016. Mark Wegscheid, Mayor Attest: Catherine Pausche, Clerk July 28, 2016 Sarah Smith, Community Development Director City of Mound 2415 Wilshire Boulevard Mound, MN 55364 RE: City of Mound, Indian Knoll Manor Comprehensive Plan Amendment - Administrative Review Metropolitan Council Review File No. 20438-3 Metropolitan Council District No. 3 Dear Ms. Smith: We received the City's Indian Knoll Manor amendment on July 13, 2016. The amendment reguides 0.35 acres from Low Density Residential to High Density Residential to support the redevelopment of the large project which will combine the subject parcel with an adjacent*High Density parcel in support of an affordable housing project. The project will add 16 new affordable housing units to the site. The proposal is located at 5524 Spruce Road and will be joined with the parcel at 2020 Commerce Boulevard. Council staff finds the amendment meets the Comprehensive Plan Amendment Administrative Review Guidelines revised by the Council on July 28, 2010. The proposed amendment does not affect official forecasts. With this amendment and proposed development, the City is addressing its share of the region's affordable housing need. As noted in the Council's review of the City's previous plan amendment (Business Item 2012-113, Review File No. 20438-2), the Council advised the City to "make every effort to add the 15 affordable units lost, through [that] land use change, to its affordable housing need obligation." The addition of 16 new affordable housing units as part of this amendment satisfies the Council's previous advisory comment. Therefore, the Council will waive further review and action; and the City may place this amendment into effect. The amendment, explanatory materials, and the information submission form will be appended to the City's Plan in the Council's files. If you have any questions about this review, contact Freya Thamman, Principal Reviewer, at 651-602-1750. Sincerely, eth Baraja , Manager L al Planning Assistance CC: Steve O'Brien, Minnesota Housing Tod Sherman, Development Reviews Coordinator, MnDOT Metro Division Jennifer Munt, Metropolitan Council District 3 Freya Thamman, Sector Representative / Principal Reviewer Raya Esmaeili, Reviews Coordinator r1 !CoinniDeviLP.1 iComnnmities;.�foinrdtLetter.5!A,Iound 2016 CA4 IndianKno/1 2415 Wilsnire Boulevard Mound, MIS 55364 (952) 472-0604 MEMORANDUM To: Honorable Mayor and City Council From: Sarah Smith, Community Development Director Date: August 3, 2016 Re: August 10, 2016 City Council Consent Agenda Item - Permits for 37th Annual Incredible Festival at Our Lady of the Lake Catholic Church Overview. Rhonda Eurich, on behalf of Our Lady of the Lake Catholic Church (OLL), is requesting approvals for the 2016 Incredible Festival being held on September 9th through September 11th at 2385 Commerce Boulevard (church parking lot and activity center building). The annual 3 -day festival includes food and beverages, entertainment, carnival rides and a silent auction.. The requested permits and/or approvals are as follows: A. Musical Concert Permit (including extended time for music until 11:00 p.m.) B. Seasonal Banner and Portable Sign Permit (including extended time forspecial event sign placement) C. 1 to 4 Day Temporary On -Sale Liquor License Discussion. Lawful Gambling. Council members are advised that OLL also submitted an application for a lawful gambling license for the 2016 festival. This application is eligible for administrative approval and is issued by the State of Minnesota. Tent. A membrane structure/tent permit is required but is reviewed and issued by the Fire Department. An inspection is required. Council approval is not required. Applicant has been requested to contact Chief Pederson at the Mound Fire Department. Portable Restrooms. (11) portable restrooms will be on site for this year's festival including (2) accessible units. Fees. The fee for the 1-4 Day Temporary On Sale Liquor License is $50 per event. The fee for the Musical Concert Permit is $50 per day. The fee for the temporary sign permit is $25. Staff recommends a reduced Musical Concert Permit fee of $50 for the event. -2000- Signage. Requested signage includes the use of portable signs (sandwich boards/ "A"frame signs) at various locations in the City to promote this year's festival. They are also requesting placement of "specie! event" signage on private property, the placement of a banner over CSAH 110 and use of a crane / boom truck with a temporary (portable) sign to be located on the church property, which can be raised and lowered anywhere from 30 to 110 feet. A copy of the request has been included as an attachment which contains a detailed narrative about the sign proposal for the 2016 festival. As the Council may recall, the current promotional campaign has been in place for several years including the use of the crane/boom truck. For review and consideration, Staff offers the following comments regarding the request: 1. Pennant / Banner on CSAH 110. City Code Section 119-4 (i) (3) allows temporary banners and pennants employed for special events as long as they are removed within (30) days unless an alternate schedule is approved by the City Council. Temporary banners and pennants are prohibited from being placed upon any decorative fencing unless the banner or pennant is used in conjunction with a government or quasi -public function. Permits for banners or pennants can be issued no more than four (4) times per calendar year. a. One (1) seasonal banner permit has been issued for OLL in 2016. b. OLL is requesting approval for the over the road banner across County Road 110 to be put up as soon as possible following approval until September 12th. Staff recommends that the period for the banner be within the 30 -day standard timeframe. Portable Signs. City Code Section 119-4 (j) allows for the placement of portable signs and is eligible for administrative approval in most instances subject to conditions. Portable signs are subject to a 30 -day allowance. There is no fee for a portable sign permit. OLL is requesting approval for portable sign placement be put up from at several Mound locations, as referenced on the temporary sign permit application, as soon as possible following approval until September 12th. Staff recommends that the period for portable sign placement be within the 30 -day standard timeframe. • Placement of temporary signage on public property requires approval by the City Manager. Placement of temporary signage on private property requires property owner consent be obtained by the applicant prior to permit issuance and sign placement. Evidence of written consent must be provided to the City. 3. Special Event Yard Signs. City Code Section 119-6 (i) (6) allows the placement of special event signs on private property subject to the provisions in the City Code which regulates garage sale signs, including a five (5) day allowance period. A permit is not required. ® Page 2 -2001- • OLL is requesting use of special event signage for several weeks before the event which is beyond the standard five (5) day timeframe. 4. Crane / Boom with Attached Sign. City Code Section 119-4 does not specifically address this type of signage. However, it was previously classified as a "portable" sign and included as part of the City's past approvals of the temporary sign permit for the annual festival. The crane with the attached signs will be put up on Fri. Sept. 9th and will be taken down on Sun. Sept.11th. Recommendation. Staff recommends approval of the Musical Concert Permit (including a reduced fee of $50 and extended time for music until 11:00 p.m.), the Seasonal Banner and Portable Sign Permit (including extended time forspecial event sign placement), and the 1 to 4 Day Temporary On -Sale Liquor License, subject to the following conditions: 1. Applicant shall be responsible for procurement of all required public agency permits that are needed to hold the event (i.e., the Hennepin County Sheriff's Department and Water Patrol, Hennepin County Transportation, the LMCD, Hennepin County Health and Environmental Services, etc.) 2. Applicant shall be responsible for contacting the Orono Police Department, the Fire Department, and the Public Works Department regarding logistics for the upcoming event including, but not limited to, equipment and personnel needs, site set-up and staging, traffic/pedestrian control and circulation, etc. Applicant is responsible for payment of fees for public safety or public services that may apply. 3. As applicable, amplified music, speakers, and PA/sound systems are to be oriented in the direction best suited to minimize impact upon neighbors. 4. No signage can be placed upon private property unless applicant has received written permission from the private property owner (or designated representative) . Applicant shall also shall he also responsible for providing written verification to the City and is directed to work with the Community Development Director and/or other involved Staff with regard to all proposed temporary signage. S. Signage placement is subject to review and approval by the City of Mound. No signage shall be placed in a location so as to affect vehicular and pedestrian traffic. The City of Mound reserves the right to modify sign placement in the field. 6. Signage placed outside of the City's approval of the temporary permit shall be subject to removal by the City. 7. The applicant shall be responsible for obtaining a membrane structure/tent permit from the MFD including the required inspection. 9. Applicant to provide copies of the severe weather/emergency response plans to the City of Mound, the Orono Police Department and the Mound Fire Department. + Page 3 -2002- 10. Applicant to provide certificate of liability insurance to the City of Mound as required for temporary on -sale liquor license. • Page 4 -2003- CITY OF MOUND RESOLUTION NO. 16 - RESOLUTION APPROVING PERMITS FOR 2016 OUR LADY OF THE LAKE INCREDIBLE FESTIVAL WHEREAS, on December 8, 2015, the City Council of the City of Mound adopted Resolution 15- 146 to establish its fee schedule for 2016 ("Fee Schedule"); and WHEREAS, the Fee Schedule set a 1-4 Day Temporary On Sale Liquor Permit fee per event at $50; and WHEREAS, the Fee Schedule set the Musical Concert Permit fee at $50 per day; and WHEREAS, Our Lady of the Lake Catholic Church ("OLL"), on July 21, 2016, submitted a 1-4 Temporary On -Sale Liquor License application and a Seasonal and Portable Sign Permit application for the 2016 Incredible Festival being held at 2385 Commerce Boulevard on Friday, September 9, 2016 through Sunday, September 11, 2016; and WHEREAS, OLL, on August 4, 2016, submitted a Musical Concert Permit application for the Incredible Festival; and WHEREAS, the City Council, upon recommendation of the City Staff, reviewed the applications; and WHEREAS, City Staff has reviewed said applications and has recommended approval subject to conditions as set forth in a staff memo to the City Council dated August 3, 2016 ("Conditions"); and WHEREAS, Staff desire to waive a portion of said fees and to charge a reduced fee of $50 for the Musical Concert Permit because the festival it is open to the public and benefits the community as a whole, encourages community participation and showcases the economic, recreational, and residential opportunities and amenities located within the City of Mound; and NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Mound as follows: 1. The recitals set forth above are incorporated into this Resolution. 2. A reduced fee of $50 for the Musical Concert Permit is in the public interest due to the overwhelming public benefits and extremely limited demands on city resources arising from the 2016 Incredible Festival. ?. The Musical Concert Permit, Seasonal and Portable Sign Permit and 1-4 Day Temporary On Sale Liquor License for the 2016 Our Lady of the Lake Incredible Festival are hereby approved with Conditions. Passed by the City Council this 10th day of August, 2016. Attest: Catherine Pausche, Clerk 11� Mayor Mark Wegscheid 2415 WILMIKE bldvv- MOUND, MINNESOTA 55364 MUSICICAL CONCERT PERMIT APPLICATION (including, but riot limited to, live music, music providedIded by a disc jockey, and/or any type of amplified Music) EVENT: a4— 6LL 10� LOCATION OF MUSICAL CONCERT: QCi VO -b 0c V) dn- TYPE OF MUSICICAL CONCERT: C-)Qnj- 11 Of r ( t rc, a&4 TIME PERIOD OF MUSICAL CONCERTI (HOURS PERMITTED: Mon - Sun: 7:00 am - 10:00 pm) REQUESTED EXTENSION OF HOURS: (Council approval must be received to conduct a musical conc after 10,00 pm) APPLICANT: CONTACT: ADDRESS'---bq 5r.tyl i'lleycQ— 6i A ADDRESS: Cupv? E-MAIL HOME PIAE 4: r/ WORK HONE Date A plic�antfs Signature -4vvu- Our Lady of the Lake Church 2385 Commerce Blvd. Mound, MN 55364 July 21, 2016 To: The City of Mound 5341 Maywood Rd. Mound, MN 55364 We are in the process of planning for the upcoming 3711 year of our Incredible Festival, held Friday evening, Saturday and Sunday, September 9th, 10th & 11th. The Committee would like to have a sign held up by a crane, as we have in the past years. This crane is owned and operated by Mr. Bernie Hanson of Rocket Crane Service. The crane is mounted on a truck, and the boom can be raised anywhere from 30 to 110 feet. The truck will be positioned in an enclosed area, by our pastor's garage, with the only access being from Commerce Blvd. The truck will be locked and secured. If inclement weather, such as high winds or storms appear, the boom will be lowered. It will be put up on Friday September 9th, and then taken down on Sunday, September 11th. If there are any questions about the crane, Mr. Bernie Hanson of 3555 Tuxedo Rd. in Mound would be glad to answer them. We also have five A -frame signboards that are four feet high and four feet wide. These freestanding signs will be positioned: -by the depot -by Super America -by Crow River Bank -by the vacant lot across from PDQ ( CA- c vx %'YVj,e'° -by Our Lady of the Lake Church We also have an over -the -street banner across Hwy. #110 and Highland Blvd. We also ask parishioners to display `yard signs' on their property for several weeks before the event, and they are promptly removed after the festival is over. I have attached the completed sign permit for the City. I appreciate your help. If there are any questions, please feel free to contact. Sincerely, Rhonda M. Eurich Administrator at Our Lady of the Lake Church 952.472.1284 ext.161 reurich@ouriadyofthelake.com -2006- 5341 Maywood Road, Mound, MN 55364 Phone 952-472-0600 Fax 952-472-0620 Wei :41 NTIAI ■ 011 =1 SITE Property Address _2385 Commerce Blvd. Zone Business Name Our Lady of the Lake Church Phone _952-472-1284 APPLICANT Name _Rhonda M. Eurich, Administrator Email _reurich@ourladyofthelake.com Phone 952-472-1284 ext. 161 Fax 952-472-1216 Other OWNER Name _Our Lady of the Lake Church Phone _above Fax Other SIGN Company Name _above CONTRACTOR Address Contact Person Email Phone Fax Other See City Code Chapter 119-4 X Seasonal Sign $25 - Dates from ASAP to Message _Yard signs. 9/12/1 Size _1'_ feet x _2' feet = _2_sf Seasonal Signs - Seasonal signs of a temporary or portable nature may be used in the non-residential districts to promote or advertise on -premise seasonal services or merchandise. Such signs shall be limited to a maximum of thirty-two (32) square feet and shall not be left in place for more than a two (2) month period. Permits and fees shall be required for all seasonal signs, and permits may be issued no more than two (2) times per calendar year per business. 14 X Banner/Pennant $25 - Dates from ASAP to 9/12/115 Describe event Sign locations (list or attach map) Temporary banners and pennants employed for grand openings of business establishments, special events or promotions and holidays are not exempt from permits and fees and shall be removed within fifteen (15) days upon permit issuance unless an alternate schedule is approved by the City Council. Temporary banners and pennants are prohibited from being placed upon any decorative fencing unless the banner or pennant is used in conjunction with a government, a quasi -public function, or similar -related special event. Permits for banners and pennants can be issued no more than four (4) times per calendar year. X Portable Sign (no fee) -Dates from ASAP_ to _9/12/1EN Number of signs 5 Sign locations (list or attach map) on attached letter Describe sign (message, materials, etc.) —A -frame signs that are 4' by 4' freestanding signs -2007- Portable Signs used for the purpose of directing the public may be permitted under the following conditions: (a) Said sign is coincidental to, or used in conjunction with, a governmental unit or quasi -public function; and (b) The period of use of said sign shall not exceed ten (10) consecutive days; and (c) Signs shall not be used more than four (4) times during a calendar year; and (d) Signs shall be placed on the premises of the advertised event and/or on such other premises following approval of a temporary sign permit by the City of Mound. Administrative approval of a portable sign permit is permitted if the following conditions are met: 1. The sign is not being placed on public property. 2. Written permission from the property owner of record is provided if being located off -premises. 3. The criteria reference in subsections (a), (b), and (c) above are met. 4. The proposed location of the sign is reviewed and deemed acceptable by Mound Staff, which shall include the Police, Planning, and Engineering Departments, based on the following criteria: • The sign is not being placed in the road right-of-way. • The sign does not obstruct the sight triangle for pedestrian or vehicular traffic. • Placement of the sign does not create any potential traffic or other related hazard; and (e) Portable sign placement on public property requires City Council approval; and (f) Such signs shall require the issuance of a permit but will be exempt from all fees; and (g) In the instance of a multi -use facility, only one seasonal sign may be placed on the premises at any one time. Applicants are advised that incomplete applications or insufficient information can delay the processing of the permit request or may result in the application being rejected. Please fully complete all involved sections of the application and provide as much detail as possible, including, but not limited to, the proposed locations of signs, using addresses or landmarks, and written permission from the property owner for off-site locations. (OFFICE USE ONLY) SPECIAL CONDITIONS & COMMENTS: July 21, 2016 DATE RECEIVED BY & DATE PLANS CHECKED BY APPROVED BY & DATE COPIED APPROVED ZONING ili TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Our Lady of the Lake Church October,1909 ES 29286 Address Minnesota Department of Public Safety �zr Alcohol and Gambling Enforcement Division WEnforcement 445 Minnesota Street, Suite 222, St. Paul, MN 55101 _ 155364 -_ 651-201-7500 Fax 651-297-5259 TTY 651-282-6555 Alcohol& Gamblin APPLICATION AND PERMIT FOR A 1 DAY TO 4 DAY TEMPORARY ON -SALE LIQUOR LICENSE Name of organization Date organized Tax exempt number Our Lady of the Lake Church October,1909 ES 29286 Address City State Zip Code 2385 Commerce Blvd. Mound ^I MN _ 155364 -_ Name of person making application Business phone Home phone Rhonda M. Eurich, Administrator 952-472-1284 ext 161 612-269-4617 Date(s) of event Type of organization September 9, 10 and 11, 2016 [:] Club D Charitable OX Religious F� Other non-profit Organization officer's name City State Zip Code [Fr. Tony O'Neill, Pastor _ Mound MN 155364 Organization officer's name City State Zip Code Organization officer's name City State Zip Code MN _ C� Organization officer's name State Zip Code (City _ Location where permit will be used. If an outdoor area, describe. Parking lot of Our Lady of the Lake Church at 2385 Commerce Blvd. in Mound, MN 55364 If the applicant will contract for intoxicating liquor service give the name and address of the liquor license providing the service. Thorpe Distributing Company PO Box 120 Rogers, MN 55374 If the applicant will carry liquor liability insurance please provide the carrier's name and amount of coverage. Self-insured througgh the Archdiocese of St. Paul and Minneapolis, with program administered through Catholic Mutual $500,000 GL and $500,000 XL APPROVAL APPLICATION MUST BE APPROVED BY CITY OR COUNTY BEFORE SUBMITTING TO ALCOHOL AND GAMBLING ENFORCEMENT City or County approving the license Date Approved Amount Date Fee Paid Date City or County E-mail Address City or County Phone Number Signature City Clerk or County Official Approved Director Alcohol and Gambling Enforcement CLERKS NOTICE: Submit this form to Alcohol and Gambling Enforcement Division 30 days prior to event. ONE SUBMISSION PER EMAIL, APPLICATION ONLY. PLEASE PROVIDE A VALID E-MAIL ADDRESS FOR THE CITY/COUNTY AS ALL TEMPORARY PERMIT APPROVALS WILL BE SENT BACK VIA EMAIL. E-MAIL THE APPLICATION SIGNED BY CIT_2009_Y TO AGE.TEMPORARYAPPLICATIONASTATE.MN.US DATE: 8/1/2016 CONTRACTOR'S PAY REQUEST NO. 11 CONTRACTOR Geislinger & Sons, Inc 2015 STREET, UTILITY & RETAINING WALL IMPROVEMENTS OWNER City of Mound CITY PROJECT NO, PW -15-01, PW -15-02, PW -15-03 ENGINEER Bolton & Menk BMI PROJECT NO. 072.108886, C12.108887 FOR WORK COMPLETED FROM 7/1/2016 THROUGH 7/29/2016 TOTALAMOUNT BID ................. ............ ............. ................. ..... ...... ......................................... ......................... I.......... $ 3,682,938.25 APPROVED CHANGE ORDERS + EXTRA WORK ....................... ............ ......... ................................. I...... I— $ 163,170.42 CURRENT CONTRACT AMOUNT ..... ............ ................................. .................................................... I ...... I $ 3,846,108.67 TOTAL, CITY COMPLETED WORK TO DATE TOTAL, MCES COMPLETED WORK TO DATE TOTAL, COMPLETED WORK TO DATE ............. $ 2,400,538.44 $ 963,716.38 ................................................. $ 3,364,284,83 TOTAL, MOUND STORED MATERIALS TO DATE $ TOTAL, MCES STORED MATERIALS TO DATE $ TOTAL, STORED MATERIALS TO DATE...... .............................................................................................................. $ - MOUND DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $ MCES DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED $ - DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED................................................................... $ TOTAL, MOUND COMPLETED WORK & STORED MATERIALS $ 2,400.538.44 TOTAL, MCES COMPLETED WORK & STORED MATERIALS $ 963,716.38 TOTAL, COMPLETED WORK & STORED MATERIALS................................................................................................ $ 3,364,254.83 MOUND RETAINED PERCENTAGE ( 5.0% ) $ 120,026.92 MCES RETAINED PERCENTAGE { 5.0% ) $ 48,185.82 RETAINED PERCENTAGE 5.0% ).................................................................................................... $ 168,212.74 MOUND AMOUNT OF OTHER DEDUCTIONS $ - MCES AMOUNT OF OTHER DEDUCTIONS $ TOTAL AMOUNT OF OTHER DEDUCTIONS.......................................................................................................... $ - MOUND AMOUNT DUE TO CONTRACTOR TO DATE $ 2,280,511.52 MCES AMOUNT DUE TO CONTRACTOR TO DATE $ 915,530.56 NET AMOUNT DUE TO CONTRACTOR TO DATE......................................................................................................... $ 3,196,042.09 TOTAL, MOUND AMOUNT PAID ON PREVIOUS ESTIMATES TOTAL, MCES AMOUNT PAID ON PREVIOUS ESTIMATES TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES ............... CITY OF MOUND THIS ESTIMATE MCES THIS ESTIMATE PAY CONTRACTOR AS ESTIMATE NO. 11 ...... $ 2,251,880.21 $ 909,395,67 ........................................................................... $ 3,161,275.89 -2011- $ 28;631.31 $ 6,134.89 ...................................... $ 34,766.20 Certificate for Payment I hereby certify that, to the best of my knowledge and belief, all Items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed In full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing is a true and correct statement of the amount for the Final Estimate, that the provisions of M. S. 290.92 have been compiled with and that all claims against me by reason of the Contract have been paid or satisfactorily secured. Contractor: Geislinger & Sons, Inc. 511 Central Ave. S. P.O. Box 437 Watkins, MN 55389 BY Name Title Date ..-fE CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: BOLTON & MENK, INC,ENGINEERS, 2638 SHADOW LN, SUITE 200, CHASKA MN 55318 By e;l CITY ENGINEER Daniel L. Faulkner Date , 1&' APPROVED FOR PAYMENT: Owner: CITY OF MOUND By Name Title Date Consulting Engineers & Surveyors " 2638 Shadow Lane, Suite 200 • Chaska, MN 55318-1172 Phone (952) 448-8838 • Fax (952) 448-8805 www.bolton-menk.com August 3, 2016 Mr. Eric Hoversten, City Manager City or Mound 2415 Alilshire Boulevard Mound, MN 55364 RE: 2016 Street, Utility and Retaining Wall Improvements — Bartlett Blvd., Tuxedo Blvd. Phase II, and Cypress/Maywood City Project Nos. PW -16-01, PW -16-02, PW -16-03, PW -16-04 Pay Request No. 1 Dear Mr. Hoversten: Please find enclosed Pay Request No. 1 from Ryan Contracting Company for work completed. on the 2016 Street, Utility and Retaining Wall Improvement Project from July 1, 2016 through July 31, 2016. We have reviewed the contractor's request, verified quantities and recommend payment in the amount of $144,840.80 to Ryan Contracting Company. Sincerely, BOLTON &fJMENK, INC. �% � �.k� -�(' GGL� f.��'l4" Daniel L. Faulkner, City Engineer 5911M DATE: 8/2/2106 CONTRACTOR'S PAY REQUEST NO. 1 CONTRACTOR Ryan Contracting Co. 20.16 STREET, UTILITY & RETAINING WALL IMPROVEMENTS OWNER City of Mound CITY PROJECT NO. 16-01, 16-02., 16-03, 16-04 ENGINEER Bolton & Menk BMI PROJECT NO. C12.110649, C12A 10650, 012.110651 FOR WORK ,,OMPLETED FROM 7/1/2016 THROUGF 7/31/2016 TOTALAMOUNT BID ........... ............... ...................................... ......................................................................... I ..... I .... 1 $ 2,758,554.25 APPROVED CHANGE ORDERS + EXTRA WORK...................................................................................... $ CURRENTCONTRACT AMOUNT ................... ....... ............................... .................. . ... I ............... I ..... I .... 1 $ 2,758,554.25 TOTAL, COMPLETED WORK TO DATE........................................................................................................................ $ 152,464.00 TOTAL, STORED MATERIALS TO DATE .................................... DEDUCTION FOR STORED MATERIALS USED IN WORK COMPLETED...... ............ $ $ TOTAL, COMPLETED WORK & STORED MATERIALS............................................................................................... $ 152,464,00 RETAINEDPERCENTAGE 5.0% )..................................................................................................... $ 7,623.20 TOTALAMOUNT OF OTHER DEDUCTIONS .......................... ............ ....... -.......... .......... ..,.................... .............. ... $ - NET AMOUNT DUE TO CONTRACTOR TO DATE .............. ......................................... $ 144,840.80 TOTAL AMOUNT PAID ON PREVIOUS ESTIMATES.................................................................................................... $ PAYCONTRACTOR AS ESTIMATE NO. 1................................................................................................................... $ 144,840.80 Certificate for Payment i hereby certify that, to the best of my knowledge and belief, all items quantities and prices of work and material shown on this Estimate are correct and that all work has been performed in full accordance with the terms and conditions of the Contract for this project between the Owner and the undersigned Contractor, and as amended by any authorized changes, and that the foregoing Is a true and correct statement of the amount for the Final Estimate, that the provisions of M. S. 290.92 have been compiled with and that all claims against me by reason of the Contract have been paid or satisfactorily secured. Contractor: Ryan Contracting Company 26480 France Ave. PO Box 246 Elko New Market, MN 55020 By eWy Name 1/y / Title Datel CHECKED AND APPROVED AS TO QUANTITIES AND AMOUNT: BOLTON & MENK, INC., ENGINEERS, 2638 SHADOW LN, SUITE 200, CHASKA MN 55318 By ((%iL�<ijZ c CITY ENGINEER Daniel L. Faulkner Date /a //6 APPROVED FOR PAYMENT: Owner: CITY OF MOUND By Name Title Date -2014- CITY OF MOUND RESOLUTION NO. 16 - RESOLUTION TO APPROVE AGREEMENT FOR ELEVATOR MAINTENANCE AND REPAIR BETWEEN MEI AND THE CITY OF MOUND WHEREAS, the City of Mound owns the Centennial Building located at 5341 Maywood Road; and WHEREAS, the hydraulic passenger elevator was recently inspected by the State of Minnesota Department of Labor and Industry who cited a number of repairs that are needed; and WHEREAS, the City requested quotes on repairs from two elevator maintenance vendors; and WHEREAS, MEI had the lowest quote on the repairs and quoted on-going maintenance that represented significant savings over the current provider, NOW THEREFORE, BE IT RESOLVED that the City Council of the City of Mound, Minnesota, hereby approves the agreement with MEI for elevator repairs as shown in Attachment A and made a part herein. BE IT FURTHER RESOLVED that the City Council of the City of Mound, Minnesota, hereby approves the agreement with MEI for full maintenance as shown in Attachment B and made a part herein. Adopted by the City Council this 10th day of August, 2016. Attest: Catherine Pausche, Clerk -2015- Mayor Mark Wegscheid .4.�- TDTAL ELEVATOR SOLUTIONS ELEVATOR REPAIR PROPOSAL JOB LOCATION: Mound Centennial Bldg 5341 Maywood Rd Mound Mn 55364 CONTACT NAME: Catherine Pausche WORK TYPE: State Punchlist ELEVATOR: ID: MN1003528 Attachment A Page 1 of 2 19336 607th Avenue Mankato, MN 56001 www.meielevatorsolutions.com Phone: (507) 245-3060 Fax: (507) 245-4194 SUBMITTED TO: Catherine Pausche PHONE NO: 952-472-0633 EMAIL: Catherine Pausche <catherinepausche@cityofmound.com> PHONE NO: FAX: 952-472-0633 EMAIL: Catherine Pausche <catherinepausche@cityofmound.com> QUOTE #: 166149 - Rev 1 We propose here by to furnish material and labor -complete in accordance with specifications below, for the total net sum of: PRICE: Four Thousand Five Hundred Twenty Dollars $4,520 Payment to be made: Due upon completion; Net 30 days All material is guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alteration or deviation from specifications below involving extra costs will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents, or delays beyond our control. Owner to carry fire, tornado, and other necessary insurance. Our workers are fully covered by Workmen's Compensation Insurance. Customer agrees: (i) to submit to a credit review by our credit department as necessary and, if customer is deemed to be a risk for non-payment by our credit department, agree to alternate payment terms acceptable by both parties; (ii) to pay for all labor and materials referenced in this Proposal according to the Terms; (iii) to pay a late charge equal to twelve percent (12%) on any unpaid sums due under this Proposal which are not paid according to the Terms; (iv) to pay all costs of collecting any unpaid balance, including attorney's fees, court costs, filing fees, and all other collection related expenses incurred by MEI; (v) that all acti Dns, claims or proceedings related to this Proposal shall be commenced and maintained exclusively in the State of Minnesota; (vi) irrevocably consents to submit to the personal jurisdiction and venue of Minnesota courts; and (vii) to pay all applicable taxes as prescribed by law. The validity, construction and performance of this Proposal shall be governed by and construed in accordance with Minnesota law. Kirk 7jungex� Kirk Yungerberg 7/21/2016 SCOPE OF WORK TO BE PERFORMED: Inspection Department Findings The inspection department may find items which MEI or the owner was unaware of, at which case we would discuss the additional items that will be necessary to bring your elevator fully into code compliancy. 17,910,-2 PROPOSAL VALID FOR 45 DAYS m mElIwo TOTAi.LrcVATOR SOLUTIONS Attachment A Page 2 of 2 19336 607th Avenue Mankato, MN 56001 www.meielevatorsolutions.com Phone: (507) 245-3060 Fax: (507) 245-4194 Inspection Required An inspection of the equipment will be performed by the authorities having jurisdiction on the equipment upon completion of the repair before the elevator may be turned over to the building occupants for their use. We will work closely with the department to make certain the inspection is performed as the repair is completed to create no further inconvenience to the building occupants. Work By Owner The following items are not included in MEI's proposal. Machine room (Elevator Equipment room) and elevator pit GFCI's: We also noted that the machine room and elevator pit do not contain a Ground Fault Circuit Interrupter (GFCI) as called for by code. We would suggest an electrician or other qualified person be retained to install these items. (1307.0090 Subpart 2) Fire Extinguisher: Code requires an ABC fire extinguisher be installed in the elevator machine room. We would suggest you purchase and mount the extinguisher to be in compliance with code. Elevator Equipment Room Signage: Elevator equipment rooms shall have a permanent sign attached to the equipment room door. The sign shall read in no less than %" letters "Elevator Equipment Room". We would suggest you have the signage installed. (1307.0047 Subpart 7) WORK BY MEI: Maintenance Program Metal Periodic Test Tag. Written Evac Plan in the Machine Room Elevator Personell Box in MR installed Replace the Battery in Emergency Lite Rewire Alarm Bell to car lighting circuit Top and Bottom GFCI Adjust Front Door Restrictor for proper unlocking Zone Missing plug on Door for lunar Key Access Tag keys in the Red Emerg Box reprogram Car return on fire service to level 1 not leve 2 test fire Service Acceptance of Proposal - The above prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified herein. Payment will be made as outlined above. Authorized Signature to Perform: Date of Acceptance: Purchase Order Number: MEI Quote Number: 166149 Rev 1 P' -.01Z, 2 PROPOSAL VALID FOR 45 DAYS Attachment B Page 1 of 1 State Contract 75640; Contract Release E-120(5) Attachment TOTAL ELEVATOR SOLUTIONUEi NATIONAL HEADQUARTERS EOM / FM /RHCB / WT 19336607 TH AVENUE MANKATO, MN 56001 Phone (507) 245-3060 Fax (507) 245-4194 August 4, 2016 MAINTENANCE AGREEMENT – HYDRO MOUND CENTENNIAL BUILDING Catherine Pausche 952-472-0063 5341 Maywood RD Mound MN 55364 WE PROPOSE to furnish Every Other Month Service with Full Maintenance. Includes the following described elevators: 1— 3 -Stop Hydraulic Passenger Elevator Dover DMC YOUR account representative KIRK YUNGERBERG. This representative will be available to discuss any questions and/ or concerns regarding your elevator maintenance. Additionally, specialist in the areas of repairs, modernization, the elevator safety code, and the Americans with Disabilities Act will be available to you for consultation. UNDER THIS CONTRACT we will maintain the elevator equipment per State Contract 75640, Contract Release E-120(5). OWNERS RESPONSIBILITY It is the OWNERS responsibility to furnish a dedicated phone line for use with the emergency phone in the elevator cab. This line must be used ONLY for the emergency phone in the elevator. It is the OWNERS responsibility to maintain this line and make sure the line is in continuous operation for emergency phone use. The owner must notify MEI of any problems that occur with this line and immediately correct these problems. MEI is not responsible to trouble shoot, or repair any phone line issues that occur. MEI will not be responsible for phone repair or replacement of the emergency phone. 2. It is the Owners responsibility to provide an answering service to monitor the emergency phone on a 24 hr. basis. The owner will provide MEI with the information as to who is monitoring the phones. MEI will respond to calls as directed by this service. The OWNER will be responsible for any MEI billings generated by the answering service dispatch, except in those cases where the callback is specifically covered by the elevator service contract. ONE HUNDRED TEN DOLLARS ---- Per month .................................. ($110.00) THIS SERVICE AND AGREEMENT SHALL COMMENCE----- UPON RECIEPT OF THE P.O. Authorized Purchase Order # 1 2415 Wilshire Boulevard Mound, MN 55364 (952) 472-0604 MEMORANDUM To: Honorable Mayor and City Council From: Sarah Smith, Community Development Director Date: August 3, 2016 Re: August 10, 2016 City Council Consent Regular Meeting Agenda Item - Resident Request to Amend City Code Chapter 14 (Animals) to Allow Chickens Overview. Amy Velsor, 3232 Gladstone lane, has submitted a request to appear before the City Council to discuss amending City Code Chapter 14 (Animals) to allow chickens in the City of Mound. A copy of Ms. Velsor's request to City Manager -Public Works Director Eric Hoversten has been provided as an attachment. Background. At its April 22, 2014 meeting, the City Council discussed the potential for allowing chickens and bees in residential districts. The discussion was prompted by residential interest and was a project task of the Planning Commission in 2013-2014. The Council's decision was not to amend the regulations to allow chickens and Staff was directed Staff to prepare zoning and code amendments to clarify the City's regulations that chicken keeping is not a permitted activity. Council members are advised that amendments to the City's zoning and animal regulations were undertaken in November 2014 and February 2015 respectively. From: Velsor, Amy[maiito_Amy.Velsor(c-otennantco.comJ Sent: Thursday, July 28, 2016 11:09 AM To: Eric Hoversten Subject: Keeping Chickens in Mound To -Eric Hoversten City Manager City of Mound 2415 Wilshire Boulevard, Mound, MN 55364 Mr. Hoversten — I'm writing to ask to appear before the City Council to ask the City to change the bylaws to allow Mound property owners to keep a limited number of hens/chickens. There are a number of Mound residents who feel that the practice of keeping chickens would be beneficial to our community. A petition supporting Chicken Keeping in Mound can be found here — htt s:' www.change.org/p/mound-mayor-and-city-council-members-change-mound-s-city- ordinance-to-allow-domestic-bacl<yard- chicl<ens?recruiter=529589717&utm source=share for starters&utm medium=copyLink I've done research — attached to this email and links below contain documentation of what communities similar to Mound have done to regulate chickens. I ask that topic of Chicken Keeping be added to the City Council Agenda on August 10th to further discuss the current bylaws and the possibility of changing them to accommodate chickens. I look forward to hearing from you soon. Sincerely, Amy Velsor 3232 Gladstone Lane Mound, MN http://www. qoldenvalleymn.gov/homeyard/yards/keeping-of-chickens. php Richfield Ordinance - 905.37. - Maintenance of fowl and birds. Subdivision 1. Prohibition. No person owning or keeping chi6kens, ducks, geese, pigeons or other fowl or birds may permit the same to run at large or enter upon the premises of another without permission, nor may any such fowl or birds be kept, raised or permitted to go on any street, park, lake or public ponding area. -2020- Subd. 2. Limitation on number. No more than three (3) fowl or birds may be kept or raised on any residential property in the City. This limitation does not apply to the keeping of pigeons pursuant to a license under the provisions of this section. Subd. 3. Injury or annoyance to others. No such fowl or birds may be kept or raised in a manner as to cause injury or annoyance to persons on other property in the vicinity by reason of noise, odor or filth. Subd. 4. Impounding of fowl or birds. A fowl or bird at large in violation of subdivision 1 may be impounded by the City, and, after being impounded for three (3) days or more without being reclaimed by the owner, may be destroyed or sold. 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RA Fields: 7241 Co lid 110 W, Minnetrista ie public is invited to watch your local police officers and ghters battle it out on the softball field! Where is no cost to d, but since this is a charity game, we're asking for free-will mations of cash or non-perishable food items to support eCAN's Mobile Market. ct> TONKA AUTO AKNF LMITL LAKE AREA HEART COMMUNITY Mound Fire Station 2415 Wilshire Blvd Mound, MN 55364 (ages 15+) To register by phone or email. Please contact: Mound Fire Department 952-472-3555 moundfire@moundfire.com j:\admin\heartsafe community initiative\heartsafe community events\8-25-2016 m-2029- event\8-25-2016 mfd flyer 2016.docx XcelEnergye NOTICE OF PUBLIC HEARINGS FOR XCEL ENERGY Xcel Energy has asked the Minnesota Public Utilities Commission (MPUC) for a three-year increase in electricity rates. For 2016, the requested increase is for $194.6 million or about 6.4 percent. For 2017, the requested incremental increase is for $52.1 million or about 1.7 percent. For 2018, the requested incremental increase is for $50.4 million or 1.7 percent. The total increase for the three-year period is $297.1 million or about 9.8 percent. Alternatively, Xcel Energy has proposed a settlement plan offer which asks the MPUC to approve a five-year increase in electricity rates. Under this rate -setting approach, the requested increase for 2016 is for $163.7 million or about 5.4 percent, based on the 2016 cost of service. For 2017, 2018, 2019 and 2020, the requested incremental increase for each year is $54.6 million, or about 1.8 percent per year. Depending upon customer class and use, the actual percentage of any increase will vary under either the three-year or five-year proposal. We requested the rate changes described in this notice. The MPUC may either grant or deny the requested changes, in whole or in part, and may grant a lesser or greater increase than that requested for any class or classes of service. The MPUC will likely make its decision about the final rates in 2017. While the MPUC reviews Xcel Energy's request, state law allows Xcel Energy to collect higher rates on an interim (temporary) basis. The interim rate increase for 2016 is $163.7 million or about 5.5 percent over total current rates. Because Xcel Energy is requesting a multi-year rate plan, we also requested an increase to the interim rate starting January 1, 2017. If approved, the Company will provide additional details before this increase happens. If final rates are lower than interim rates, we will refund customers the difference with interest. If final rates are higher than interim rates, we will not charge customers the difference. -2030- If you move before a refund is issued and we cannot find you, your refund may be treated as abandoned property and sent to the Minnesota Department of Commerce, Unclaimed Property Unit. You can check for unclaimed property at missingmoney.com. To make sure we can send you any refund owed, please provide a forwarding address when you stop service. PUBLIC HEARINGS Administrative Law Judge Jeffery Oxley is holding eight public hearings. You are invited to comment on the adequacy and quality of Xcel Energy's service, the level of rates or other related matters. You do not need to be represented by an attorney. = Tuesday, 1:00 pm Merriam Park Public Library July 12 Meeting Room 1831 Marshall Avenue, St. Paul, MN 55104 Tuesday, 7:00 pm Earle Brown Heritage Center July 12 Tack Room A—Door 1 Entrance 6155 Earle Brown Drive, Minneapolis, MN 55430 Wednesday, 7:00 pm Intergovernmental Center July 13 Mankato Place Entrance 10 Civic Center Plaza, Mankato, MN 56001 Tuesday, 1:00 pm Wilder Complex July 19 Wellstone Lunch Room 3345 Chicago Avenue South – Door 1 Minneapolis, MN 55407 Tuesday, 7:00 pm Woodbury Central Park July 19 Valley Creek Room A 8595 Central Park Place, Woodbury, MN 55125 Wednesday, 7:00 pm Eden Prairie City Hall July 20 Heritage Room 8080 Mitchell Road, Eden Prairie, MN 55344 Tuesday, 7.00 pm Lake George Municipal Complex July 26 Sunroom 1101 7th St. South, St. Cloud, MN 56301 Wednesday, 7:00 pm Southeast Technical College July 27 Room 314 308 Pioneer Road, Red Wing, MN 55066 BAD WEATHER? Find out if a meeting is canceled—call (toll-free) 855.731.6208 or 651.201.2213, or visit mn.gov/puc. UE RA; CFrAfJGES The chart labeled PROPOSED CHANGE IN AVERAGE MONTHLY BILLS shows the effect of the interim rate increase and the proposal for three annucl rate increases on monthly bills for customers with average electricity use. Individual changes may be higher or lower depending on actual electricity usage. The chart labeled MONTHLY CUSTOMER CHARGES shows the current and proposed 2016 and 2017 monthly customer charges. The chart labeled ENERGY (PER KWH) AND DEMAND (PER KW) RATES shows the effect of .Xcel Energy's proposal on 2016 and 2017 energy and demand charges for each class of ratepayers. For 2018 rates, Xc(,.i Energy proposed a 2.026 percent General Rate Surcharge apphcp,:)Ie to the customer, energy (kWh) and demand (kW) charge components of 2017 rates. f !Gr I riL'Y CUSTONgER CHARGEES P OPOSED CHANGE IN AVERAGE MONTHLY GILLS _ ..__._....... YY„ .,, , ,c ""'UM rales nuuronten M uocKer No. tuuz/b1Y-73-H68 " )he prasent monthly bili and monthly inrreases do tint inChJdCl the portion of your bill for sales taxes and municipal franchise fees, and may vary by rustomer based on usage. -2031- ACCOMMODATIONS If any reasonable accommodation is needed to enable you to fully participate in these meetings (e.g., sign language or large print materials), please contact the Office of Administrative Hearings at 651.361.7000 (voice) or 651.361.7878 (TTY) at least one week in advance of the meeting. EVIDENTIARY HEARINGS Formal evidentiary hearings on Xcel Energy's proposal start on October 3, 2016, at the MPUC, 121 Seventh Place East, Suite 350, St. Paul. The purpose of the evidentiary hearings Is to allow Xcel Energy, the Minnesota Department of Commerce -Division of Energy Resources, the Minnesota Office of Attorney General -Antitrust and Utilities Division, and others to present testimony and to cross-examine each other's witnesses on the proposed rate increase. SUBMIT WRITTEN COMMENTS Comment Period: • Comments accepted through August 10, 2016 at 4:30 p.m. • Comments must be received by 4:30 p.m. on the close date. • Comments received after the comment period closes may not be considered. Online: Visit mn.gov/puc, select Speak Up! Find docket 15-826 and add your comments to the discussion. U.S. Mail: If you wish to include an exhibit or other attachment, please send your comments via U.S. Mail: Minnesota Public Utilities Commission 121 7th Place East, Suite 350 St. Paul, MN 55101 Written comments are most effective when the following items are included: 1. The Docket Number in the subject line or heading • MPUC Docket No. E002/GR-15-826 • OAH Docket No. 19-2500-33074 2. Your name and connection to the docket 3. The issues that concern you 4. Any knowledge you have about the issues 5. Your recommendation 6. The reason for your recommendation Important: Comments will be made available to the public on the MPUC's website, except in limited circumstances consistent with the Minnesota Government Data Practices Act. The MPUC does not edit or delete personally identifying information from submissions. HOW TO LEARN MORE Xcel Energy's current and proposed rate schedules are available at: Xcel Energy 414 Nicollet Mall, Minneapolis, MN 55401 Phone: 800.895.4999 Web: xcelenergy.com/Rates (Select Minnesota) Minnesota Department of Commerce: 85 7th Place East, Suite 500, St. Paul, MN 55101 Phone: 651.539.1534 or 800.657.3710 Web: http://www.edockets,state.mn.us/EFiling/search.jsp (Select 15 in the year field, enter 826 in the number field, select Search, and the list of documents will appear on the next page.) QUESTIONS ABOUT THE MINNESOTA PUBLIC UTILITIES COMMISSION'S REVIEW PROCESS? Minnesota Public Utilities Commission 121 7th Place East, Suite 350, St. Paul MN 55101 Phone: 651.296.0406 or 1,800.657.3782 Email: consumer.puc@state.mn.us Citizens with hearing or speech disabilities may call through their preferred Telecommunications Relay Service. Xce/Energy- xcelenergy.com I X12016 Xcel Energy Inc. I Xcel Energy is a registered trademark of Xcel Energy Inc. 16-04-509 100163639 11.210 -2032- Minnesota Department of Health August 1, 201&ROTECTING, MAINTAINING & IMPROVING THE HEALTH OF ALL MINNESOTANS Bolton & Menk, Inc. c/o Mr. Brian Simmons, P.E. 2638 Shadow Lane, Suite 200 Chaska, Minnesota 55318 Gentlemen/Ladies: Subject: Request for Additional Information regarding Wilshire Boulevard Watermain Improvements - 6 -MO -651 Interceptor and Lift Station ,39, Mound, Hennepin County, Plan No. 160644 We are not able to grant approval at this time of the plans and specifications submitted for the above - designated project. The following comment(s) outline the changes and/or additional information that must be submitted so that we can further evaluate the plans and specifications for compliance with the standards of this department: Requirement(s): 1. The watermain and sanitary forcemain must be separated by a minimum of 10 feet horizontally. The watermain and sanitary forcemains do not have a 10 foot horizontal separation within the area of Station Nos. 5+00 through 6+25. 2. The MDH will allow a less than 10 foot horizontal separation if either the sanitary forcemain or watermain is installed in a casing pipe for the full length of less than 10 foot of horizontal separation. The MDH will consider other options if they provide equivalent horizontal isolation between the watermain and the forcemain as a casing pipe. Please submit the requested information promptly so we may complete our plan review. No construction related to the above -referenced plans shall begin until approval is provided by our office. When submitting additional information, please refer to Plan No. 160644. If you have any questions, please contact me at 651/201-4684. Sincerely, David Weum, P.E. Public Health Engineer Section of Drinking Water Protection P.O. Box 64975 St. Paul, Minnesota 55164-0975 DW:bcl cc: Mound City Council Isaac Bradlich, MDH, St. Paul -2033- An equal opportunity employer Catherine Pausche From: Chris Vogt [chris@lmcc-tv.org] Sent: Tuesday, August 02, 2016 1:36 PM To: LMCC Contacts Cc: 'Tyler Rabe'; 'Jim Lundberg' Subject: 2 LMCC programs named finalists for national awards! Congratulations to the 2016 GPA Finalists! www.natoa.org 2 LMCC Programs Named Finalists for National Awards: The Lake Minnetonka Communications Commission's (LMCC) "A Mother's Story: Losing a Child to Addiction" was named a finalist for 2016 National Association of Telecommunications Officers and Advisors (NATOA) Government Programming Awards. The program is a finalist in the Documentary category. The program was a produced in partnership with the City of St. Bonifacius. "The Odd Recyclers: The Do's and Don'ts of Recycling" is a finalist in the Use of Humor category. The program was produced in partnership with the City of Shorewood. In addition, LMCC will receive an Honorable Mention for "LMCC Safety Expert: Distracted Driving" in the Use of Humor category. The public service announcement was produced in partnership with the Orono Police Department. The Government Programming Awards (GPAs) are annual awards that recognize excellence in broadcast, cable, multimedia and electronic programming produced by local government agencies. Categories cover a variety of programming including, among others, community events, documentary, public affairs and public service, interview/talk show, performing arts, sports, election coverage and children' s issues. Celebrating over 25 years of programming excellence, the GPA's celebrate the achievements of government programmers across the nation. The 2016 awards will be presented on September 22nd, in Austin, Texas. Chris Vogt Productions Manager Lake Minnetonka Communications Commission 952-471-7125 (ext. 103) www.Imcc-tv.org -2034- 1 Engineering Report for Island Park Watermain Loop Improvements City Project PW -15-10 City of Mound, Minnesota. ADS Prepared by: Bolton & Menk, Inc. 2638 Shadow Lane, Suite 200 Chaska, MN 55318 July 21, 2016 • . BO I_TON &o. M r-== N K Consulting Engineers & Surveyors 2638 Shadow Lane, Suite 200 • Chaska, MN 55318-1172 Phone (952) 448-8838 • Fax (952) 448-8805 www.bolton-menk.com July 21, 2016 Honorable Mayor and Members of the City Council City of Mound 2415 Wilshire Boulevard Mound, MN 55364 RE: Island Park Watermain Loop Improvements City Project No. PW -15-10 BMI Project No. C12.109550 Honorable Mayor and City Council Members: INC:; As requested, we have prepared an Engineering Report for the construction of a Watermain Loop connecting the Island Park area of Mound. This project is another step in a series of improvements towards the goal of decommissioning the Standpipe and Booster Pump station that exist on the island area, and eliminating the need for two pressure zones within the city. We have included the proposed method of financing and maps showing the locations of the proposed improvements. I will be available to discuss this report at the July 26t" Council Meeting. Sincerely, BOLTON & MENK, INC. 771 Brian D. Simmons, P.E. Assistant City Engineer BDS/df H:\MOUN\C 12109550\2_Preliminary\C_Reports\Feasibility Report\2016-07-21 Ltr Engineering Report to Council.docx DESIGNING FOR A BETTER TOMORROW Bolton & Menk is an equal opportunity employer Engineering Report for Island Park Watermain Loop Improvements City of Mound, Minnesota I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision, and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Brian D. Simmons Date: July 21, 2016 Registration No. 48766 TABLE OF CONTENTS I. FORWARD:............................................................................. II. CONCLUSIONS AND RECOMMENDATIONS :.................. III. INTRODUCTION: ................................................................... IV. LOCATION: ............................................................................. V. EXISTING CONDITIONS: ....................................................... VI. IMPROVEMENTS: ................................................................... VII. EVALUATION OF ALTERNATIVES :................................... VIII. ENGINEER'S ESTIMATES: .................................................... IX. PROJECT FINANCING: ........................................................... X. PROJECT SCHEDULE: ............................................................ APPENDIX A — Improvement Maps APPENDIX B — Geotechnical Investigation & Report ................................................... I ................................................... 2 ................................................... 2 ................................................... 2 ................................................... 2 ................................................... 3 ................................................... 3 .................................................. 4 .................................................. 4 .................................................. 5 I. FORWARD: This study has been prepared to evaluate the feasibility of the proposed Island Park Watermain Loop Project. The preparation of this report reviews the feasibility of cost effectively improving the municipally owned and operated water system in the City of Mound, specifically in providing an additional connection to the Island Park neighborhood. The City of Mound's existing water distribution system includes many pipes that are made from cast iron materials and date back to the original installation of the system in the 1960's. The system on the island was originally independent of the rest of the city of Mound as it was previously Phelps Island Park. The two systems were connected in the 1980's and a booster pump station was installed at the intersection of Wilshire Boulevard and Brighton Boulevard. The booster pumps increase available fire flow volumes in the system on the island, however they reduce the pressure. The booster pump station also hydraulically separates the stand pipe water storage tank, at the intersection of Devon Lane and Donald Drive, from the other two water towers that operate at a higher elevation to keep it from overflowing. The lower pressure results in inadequate fire flow volumes in multiple locations around the island. EVERGREEN 5.95 99 CHATEAU C Bolton & Menk, Inc. 2014, All Rights Reserved Page 1 5.86 84 STANDPIPE TOP: 1095.61 BASE: 1016.95 C12.109550 July 21, 2016 II. CONCLUSIONS AND RECOMMENDATIONS: Conclusions drawn from studies and investigations are: A. The proposed watermain improvements are feasible from an engineering standpoint. B. If the recommended watermain loop is not constructed, the primary and secondary feeds to the island will both exist under Wilshire Boulevard, with no redundancy for emergency or planned shut downs. Based on these conclusions we recommend: A. The proposed project be constructed at an estimated total cost of $518,195 III. INTRODUCTION: On January 27, 2015, the Mound City Council ordered the preparation of an Engineering Report for Island Park Watermain Loop Improvements. The purpose of this report is to determine in a preliminary manner, the feasibility of constructing the proposed watermain loop. This project is included in the City's Capital Improvement Plan (CIP) and scheduled for 2017 construction. Following the ordering of the engineering report, a geotechnical investigation was performed to assist in determining the feasibility of underground construction. IV. LOCATION: The proposed improvements are to be constructed from Avon Drive, through Avon Park, underneath the channel, connecting to existing watermain under Tyrone Lane, via Tyrone Park. The proposed watermain loop is to be directionally drilled. A location map for the proposed improvements is in Appendix A of this report. V. EXISTING CONDITIONS: The 2007 report on the Hydraulic Model of the Water Supply System recommended elimination of the booster pump station and stand pipe in the island park area of the city based on recommended volume capacity, and available fire flow improvements. As part of a phased approach to accomplish this elimination, pipe upsizing was included in the 2007 and 2013 Street Utility and Reconstruction Projects. The city is also currently constructing an additional 16 -inch main to distribute water to the Island under Wilshire Boulevard as part of the cooperative project being pursued with Metropolitan Council Environmental Services (MCES). This project has been bid and construction of the watermain will commence in 2017. Oc Bolton & Menk, Inc. 2014, All Rights Reserved C12.109550 Page 2 July 21, 2016 To eliminate the standpipe and booster pump from the Island Park water zone and continue to provide adequate fire flow volume on the island, the following improvements are necessary: • Install 14" watermain on Chateau Lane from the Water Tower to Bartlett Boulevard — completed 2007 • Install 16" watermain on Bradford Lane from Wilshire Boulevard to Donald Drive — completed 2013 • Install 16" watermain on Bartlett Boulevard from Avon Drive to Bartlett Boulevard — to be constructed in 2016 as part of the Bartlett Project • Install 16" watermain on Wilshire Boulevard from Bartlett Boulevard to Bradford Lane — to be constructed in 2017 as part of the Cooperative Project w/ MCES • Install 10" Island Park Watermain Loop — the proposed project • Decommission Booster Pump Station and Devon Standpipe from operation — Future Project A map of the existing water system and features is located in Appendix A VI. IMPROVEMENTS: The proposed watermain is a 10 -inch connection between the existing 6 -inch main under Avon and the existing 8 -inch watermain under Tyrone. The City's water model was used to run various scenarios to determine the most cost effective and cost efficient pipe size and location for construction of this loop. This pipe will be directionally drilled across and under the channel. This project will require minimal excavation in the street at both Avon and Tyrone to accomplish the connection to the existing watermains. Both parks and the excavated street sections will be restored to original condition as part of the proposed project. VII. EVALUATION OF ALTERNATIVES: As part of this study, we utilized the water model to determine where we could make connections that would benefit the available volume on the island and provide available volume that would have a positive impact on the fire flows on the island. We also considered locating the directional drilling launch and recovery sites in right of way, city owned property, or parks, so as to minimize the cost and impact to surrounding residents. The following options were considered to achieve the most cost effective means of providing water to the island area: • Option 1: directionally drill from Avon Drive to Tyrone Lane • Option 2: directionally drill from Carlson Park on Bartlett Boulevard to Tyrone Lane © Bolton & Menk, Inc. 1014, All Rights Reserved Page 3 012.109550 July 21, 2016 Geotechnical analysis and the added cost of pipe length effectively eliminate Option 2 from consideration. Poor subsurface conditions discovered during geotechnical investigation showed Option 2 to be not only more expensive, but also far more difficult to construct. The types of soils encountered under the channel along that alignment are not conducive to directional drilling, requiring the pipe to be installed at greater depths to control the installation. Maps of both Options 1 and 2 are located in Appendix A of this report. VIII. ENGINEER'S ESTIMATES: The costs associated with constructing the proposed Island Park Watermain Loop Project are detailed below: Option 1— Directionally Drill between Avon Drive and Tyrone Lane Subtotal Construction Cost: 5% Construction Contingency: Total Estimated Construction Cost: $394,815 $ 19,7410 $414,5560 25% Engineering, Administration and Financing Cost: $103,639 Total Estimated Improvement Project Cost: $518,195 IX. PROJECT FINANCING: This project was originally proposed as a 2015 project, but was shifted in the CIP to accommodate the MCES cooperative project. The proposed project is to be funded from the City's watermain fund. This project is in the Capital Improvement Plan (CIP) for 2017. O Bolton & Menk, Inc. 2014, All Rights Reserved Page 4 C12.109550 July 21, 2016 X. PROJECT SCHEDULE: July 26, 2016 October 2016 November 2016 December 2016 April 2017 July 2017 Council receives Engineering Report and orders preparation of Final Plans and Specifications, set Bid Date Bids are opened Council Awards Contract Construction Begins Substantial Completion of Project Final Completion of Project CJ Bolton & Menk, Inc. 2014, All Rights Reserved Page 5 012.109550 July 21, 2016 Appendix A Island Park Watermain Loop Pro City Project PW -15.10 Existing Water Facilities July, 2016 mx w Legend pt WF 0 % T zti A ' E 4- vawltO i SHORELINE DR i z CHATEAU « , I II —F WATER—%� -- TOWER NbcG Eno \ ' 1 t i ! I I 1 x,--14" WM -- -'I COMPLETED_ 'x MRNMIOD � IN 2007 .H 10" WM LOOP -OPTION 2 oD Boo � a � COMPLETE IN 2017 SCALE FEET 16" WIM COMPLETE IN 2016 W/ ANNUAL STREET \ 10" WM LOOP -OPTION 1 /.. - COMPLETE IN 2017 4 PROJECT _ 1 I r 1 —RICK RD RID 16" TRUNK MAIN g t A COMPLETE IN 2016/2017 r (MCES PARTNER) -: BOOSTERPUMP STATION WIL51-11RE $L LEGEND - N PROPOSED VALVE „ L 40 PROPOSED HYDRANT AND VALVE - LL 16" WM 2016/2017 WATERMAIN IMPROVEMENTS \, COMPLETED COMPLETED WATERMAIN IMPROVEMENTS g IN 0131Hr,DND 2 10' W M LOOPING WMN. IMPROVEMENTS -OPT. 1 10 WM 10" WMr COMPLETED LOOPING WMN. IMPROVEMENTS -OPT. 2 E — IN 2013 r f i' ,Di EXISTING VALVE _ i NGS iT °- EXISTING HYDRANT - _ DEDLANE E j EXISTING WATERMAIN I BOLTON 8c MENK. INC. CITY OF MOUND, MINNESOTA Consulting Engineers & Surveyors ISLAND PARK WATERMAIN LOOP IMPROVEMENTS MANKATO, MN FAIRMONT, MN SLEEPY EYE, MN BURNSVILLE, MN WILLMAR, MN CHASKA, MN RAMSEY, MN MAPLEWOOD, MN BAXTER, MN ROCHESTER, MN ISLAND PARK SYSTEM IMPROVEMENTS AMES, IA SPENCER, IA DES MOINES, IA FARGO, ND H:\MOUN\C31109350\CAD\C3D\Display\FER5IBIL1i FIGURES.dWg 4/22/169:A3am OB.IO &M-k.1—I016,A11 Rights Reserved APRIL, 2016 FIGURE NO.1 Appendix B UGO Z March 11, 2015 Mr. Dan Faulkner Bolton & Menk, Inc. 2638 Shadow Lane Chaska, MN 55318 Project Number: 15-0102A Re: Geotechnical Exploration Report Proposed 2015 Island Park Looping Options (Watermain Installation Project) Mound, MN Dear Mr. Faulkner: We have completed the geotechnical exploration report for the Watermain Installation Project in Mound, MN. A brief summary of our results and recommendations is presented below. Specific details regarding our procedures, results and recommendations follow in the attached geotechnical exploration report. Our scope of services was performed in accordance with our proposal 15-0102A and as modified and authorized by Bolton & Menk, Inc. Nine one soil borings were completed for the project, two were completed on "dry land" and seven were completed thru the ice on the lake and wetlands. Very briefly; water depths varied from 0 to 21 feet across the borings. Below the water, the borings encountered organic soils (peat and organic silt) ranging in depth from about 17 to 44 feet below lake level. Below the organic soils the borings found a mix of clayey glacial till soils as well as silt, clayey sand and silty sand alluvium soils. Thank you for the opportunity to assist you on this project. If you have any questions or need additional information please contact Paul Gionfriddo at 763-954-1101 or Joe Westphal at 612-554- 4829. Sincerely, Haugo GeoTecnnical Services, LLC Paul Gionfriddo P.E. Consulting Engineer Joe Westphal P.E. Project Engineer 2825 Cedar Avenue S, Minneapolis, MN 55407 GEOTECHNICAL EXPLORATION REPORT PROJECT: Proposed Watermain Installation Project Mound, MN REPARED FOR: Bolton & Menk, Inc. 2638 Shadow Lane Chaska, MN 55318 PREPARED BY: Haugo GeoTechnical Services 2825 Cedar Avenue South Minneapolis, MN 55407 Haugo GeoTechnical Services Project: 15-0102A March 11, 2015 I hereby certify that this plan, specification, or report was prepared by me or under my direct supervision and that I am a duly Registered Professional Engineer under the laws of the State of Minnesota. r.. f Joe Westphal, P.E. Project Engineer License Number 49833 Expire June 2016 r��tirrirrrr� 'Q LICENSED PROFESS ENGINEER .r �� 49833 *j ��'....r...e• •�r Op MIS �e 1.0 Introduction 1.1 Project Description Bolton & Menk Inc. (Bolton & Menk) is evaluating two options for routing a new watermain within the City of Mound. Very briefly; both options originate at Galway Road, on Phelps Island, and extend westward through a lowland/wetland area. From there, Option 1 continues westward across the channel between Seton Lake and Cooks Bay and ties into the existing watermain utilities near Avon Park. From the edge of the wetland, Option 2 extends northward across Seton Lake and ties into the existing watermain utilities near a City of Mound owned property at about 4971 Bartlett Boulevard. The pipe is proposed to be installed predominantly using horizontal directional drilling but we anticipate that some open cut techniques will be used especially where the pipe ties into exiting utilities. Bolton & Menk retained Haugo GeoTechnical Services (HGTS) to advance soil borings along the two utility alignments, perform laboratory analysis on selected samples, perform the engineering analysis and provide recommendations for construction of the utility project. 1.2 Purpose The purpose of this geotechnical exploration was to characterize subsurface soil and groundwater conditions and provide recommendations for utility construction. 1.3 Site Description The proposed watermain project is located within the City of Mound and will provide new or upgraded water services to residents on Phelps Island. Although the project site is located within an urban area portions of the alignment will traverse wetlands and surface water features. Nine soil borings were completed for this project with 7 of the borings completed through the ice on the surface of the wetlands near Seton Lake and Seton Lake itself. The wetland and Seton Lake were flat and level with elevations at about 929 feet mean sea level (msl). The ground surface rises near borings SB -1 and SB -7 to about 934 1/2 and 941 1/2 respectively. The proposed utility alignments are shown on the Soil Boring Location Sketch in the Appendix. 1.4 Scope of Services Our initial scope of services was performed in general accordance with our proposal 15-0102A dated February 18, 2015, under the terms of HGTS General conditions, and included the following tasks: • Performing 14 standard penetration test borings to nominal depths of 20 feet. • Provide drill rig access matting to the boring locations. • Visually/ manually classifying samples recovered from the soil borings. • Performing laboratory moisture content tests on selected samples. • Preparing soil boring logs describing the materials encountered and the results of groundwater level measurements. • Preparing an engineering report describing soil and groundwater conditions, and provide recommendations for utility construction. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 1 We had initially planned to advance 14 soil borings for this project but three soil borings were deleted from the exploration program (SB -8, SB -13, & SB -14) at the request of Bolton & Menk, prior to drilling. Eight of the nine soil borings extended to depths ranging from about 25 to 50 feet which was greater than initially anticipated. Based on conversations with Bolton & Menk during the drilling operation, soil borings SB -9 & SB -11 were also omitted. 1.5 Documents Provided We were provided a plan sheet titled "City of Mound, 2015 Island Park Looping Options, Proposed Soil Boring Locations " prepared by Bolton & Menk which showed the proposed utility alignments and proposed soil boring locations superimposed on an aerial photograph. The coordinates of the soil borings was also presented on the plan sheet. 1.6 Locations and Elevations GPS coordinates of the requested Soil boring locations were provided by Bolton & Menk and located in the field by HGTS using GPS equipment. Ground surface elevations at the boring locations were obtained by HGTS using GPS measuring equipment. Elevations were based on MN County Coordinates System mean sea level using the GEOID09 (Conus) model. The approximate location of the soil borings are shown on Figure 1, "Soil Boring Location Sketch" prepared by Bolton & Menk, in the Appendix. 2.0 Procedures Nine (9) standard penetration test borings were completed between February 24 and 26, 2015 by HGTS with a rotary drilling rig, using continuous flight augers to advance the boreholes. Representative samples were obtained from the borings, using the split -barrel sampling procedures in general accordance with ASTM Specification D-1586. In the split -barrel sampling procedure, a 2 - inch O.D. split -barrel spoon is driven into the ground with a 140 -pound hammer falling 30 inches. The number of blows required to drive the sampling spoon the last 12 inches of an 18 -inch penetration is recorded as the standard penetration resistance value, or "N" value. The results of the standard penetration tests are indicated on the boring logs. The samples were sealed in glass jars and provided to Haugo GeoTechnical Services, LLC (HGTS) for testing and soil classification. A field log of each boring was prepared by the HGTS drill crew. The logs contained visual classifications of the soil materials encountered during drilling, as well as the driller's interpretation of the subsurface conditions between samples and water observation notes. The final boring logs included with this report represent an interpretation of the field logs and include modifications based on visual/manual method observation of the samples. The approximate locations of the borings are shown on Soil Boring Location Sketch in the appendix. Soil boring logs, general terminology for soil description and identification, and classification of soils for engineering purposes are also included in the appendix. The soil boring logs identify and describe the materials encountered, the relative density or consistency based on the Standard Penetration resistance (N -value, "blows per foot") and groundwater observations. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 2 The strata changes were inferred from the changes in the samples and auger cuttings. The depths shown as changes between strata are only approximate. The changes are likely transitions, variations can occur between and beyond the locations of the borings. 3.0 Results 3.1 Soil Conditions Soil borings SB -1 thru SB -4 were common to both utility alignment options and included the soil borings that extended from Galway Road to the western edge of the wetland. Soil borings SB -5, SB -6 and SB -7 were completed along the Option 1 alignment and soil borings SB -10 and SB -12 were completed along the Option 2 alignment. Borings S13-1 and SB -7 These borings were completed on "dry" land with SB -1 completed west of Galway Road and soil boring SB -7 was completed within Avon Park. These boring encountered varying depths of Fill or Possible Fill consisting of silty sand and sandy lean clay that extended to a depth of about 9 feet in soil boring SB -1 and to about 4 1h feet in soil boring SB -7. The "Possible Fill" was identifies as such since it was difficult to distinguish it from the underlying native materials. The Possible Fill encountered in soil boring SB -1 was dark brown in color and contained some fibers. Underlying the Fill or Possible Fill the borings encountered native sandy lean clay glacial till that extended to the termination depths of the borings. The sandy lean clay was brown and gray in color. Penetration resistance values (N -values) shown as blows per foot (bpf) on the boring logs within the sandy lean clay Fill and Possible Fill ranged from 5 to 26 bpf but were mostly 5 to 6 bpf. These values indicate the Fill or Possible Fill had a rather soft to very stiff consistency however, the higher N -Value of 26 was likely due frost within the soil. N -values within the native sandy lean clay glacial till ranged from 4 to 24 bpf. These values indicate the native clay soil had a rather soft to very stiff consistency. Borings SB -2, S13-4 & S13-4 Soil borings SB -2, SB -3 and SB -4 were completed through the ice at the surface of the wetland/swamp off the west end of Galway Road. The borings encountered organic soils consisting of peat and organic silt that extend to depths ranging from about 17 feet in boring SB -2, 24 feet in boring SB -3 and 34 feet in boring SB -4. Below the peat and organic silt, soil borings SB -3 and SB -4 encountered an approximate 4 foot layer of silt. The layer of silt was not encountered in soil boring SB -2. Below organic soil or silt the borings encountered a variety of layered native glacially deposited soils including; clayey sand, silty sand and sandy lean clay. The native glacial till soil extended to the termination depths of the borings. N -values within the clayey native glacial till soils (clayey sand and sandy lean clay) ranged from 7 to 14 bpf. These values indicate the native clayey soil had a medium to stiff consistency. N -values within the native granular soils (silt and silty sand) ranged from 2 to 9 bpf indicating a very loose to loose relative density. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 3 Boring SB -5, SB -6, SB -10 and SB -12 Soil borings SB -5, SB -6, SB -10 and SB -12 were taken through the ice on the surface of Seton Lake or associated to Cooks Bay. The borings encountered about 15 to 19 inches of ice and about 41/2,101/2,21 and 6 1/2feet of water respectively. Below the ice and water the soil conditions were similar to those encountered in borings SB -2, SB -3 and SB -4 and generally consisted of varying depths of organic soil underlain by layered native mineral soils. The borings encountered peat and organic silt that extended to a depth of about 27 feet in boring SB -5, 24 feet in boring SB -6, 44 feet in boring SB -10, and 39 feet in boring SB -12. Below the organic soils, soil boring SB -5 encountered an approximate 2 1/2 foot layer of silty clay alluvium that extended to a depth of about 29 1/2 feet and soil borings SB -6, SB -10 and SB -12 encountered an approximate 4 to 5 foot layer of silt that extend to depths of 29 feet, 48 feet and 44 feet respectively below the ground surface. Native glacial till deposits consisting of clayey sand, silty sand and sandy lean clay were encountered below the alluvium that extend to the termination depths of the borings. The N -value within the silty clay alluvium was 3 bpf while the N -values within the silt ranged from 3 to 7 bpf. These values indicate the silty clay had a soft consistency and the silt had a very loose to loose relative density. N -values within the clayey native glacial till soils (clayey sand and sandy lean clay) ranged from 6 to 19 bpf. These values indicate the native clayey soil had a medium to very stiff consistency. N - values within the native granular soils (silty sand) ranged from 9 to 26 bpf indicating a loose to medium dense relative density. 3.2 Subsurface Diagrams We have included three Subsurface Diagrams of the boring within the appendix of this report. Subsurface Diagrams (commonly referred to as "fence" diagrams) are cross-section views of multiple boring logs in a single report. The first two diagrams consist of each of the proposed alignments, with the borings linearly scaled based on the distance between each boring. The final diagram is an equally spaced report of all nine soil borings completed for the project. 3.3 Groundwater Groundwater was not encountered in soil boring SB -1 and SB -7 completed on dry land and it appears that groundwater levels were below the depths explored by our borings. However the borings were completed in cohesive materials (clays) and in clay soils it may take several hours or days for groundwater to rise to its hydrostatic level. In addition the borings were completed near Seton Lake and other surface water features (wetlands/ swamps). Given the close proximity to those surface water features there is the potential to encounter groundwater during construction. The remaining soil borings were completed on the ice on the lake or the wetlands/ swamps; as such water was encountered at the surface. Because water was encountered at the surface and due to the drilling methods used it was not possible to determine groundwater levels, if any, within the soil encountered below lake levels. Proposed Watermain Installation — City of Mound HGTS Project 15-0102A Page 4 Groundwater measurements were made as noted and shown on the boring logs. Groundwater monitoring wells or piezometers would be required to more accurately determine water levels. Seasonal and annual fluctuations in the groundwater levels should be expected. 3.4 Laboratory Tests Laboratory moisture content and organic content tests were performed on selected samples. Table 1 provides a summary of the moisture content tests and results are also shown on the boring logs adjacent to the sample tested. Table 1. Summary of Laboratory Tests Boring Number Sample Number Depth (ft) Organic Content Moisture Content (%)* SB -1 S-68 71/2 - 24 SB -3 S-29 20 41/2 361/2 SB -4 S-39 25 10 70 SB -5 5-10 271/2 - 881/2 SB -5 S-11 30 - 21 SB -7 S-78 10 - 411/2 SB -10 S-54 45 - 271/2 SB -12 S-58 20 - 651 SB -12 5-62 40 - 88 SB -12 S-64 50 - 261/2 * = Values were rounded to the nearest 1/2 percent. We also performed pocket penetrometer tests on selected samples. We used a Soil Test Model CL - 700. The pocket penetrometer uses a calibrated spring to estimate the soils unconfined compressive strength. Results ranged from about 1/4 tons per square foot (tsf) to 4 tsf. Results are shown on the boring logs adjacent to the sample tested. 4.0 Discussion 4.1 Proposed Construction The project will consist of installing a new watermain utility along one of two alignments. Alignment 1 or Option 1 will extend from Galway Road, on Phelps Island, westward across a swamp/wetland, across the channel that connects Seton Lake to Cooks Bay and then tie into the existing utilities near Avon Park. Alignment 2 or Option 2 will also originate near Galway Road and extend westward across the swamp/ wetland but from there will extend north across Seton Lake and tie into existing utilities near the City owned property near 4971 Bartlett Boulevard. We were not provided specific information about the pipe size or pipe material but since the pipe will be installed in a "wet" environment we anticipate that the watermain will consist of HDPE and be 6 to 12 inches in diameter. Regardless of which route is selected the pipe will transverse wetland areas and surface water features and because of that we anticipate that directional drilling techniques will be used to install the pipe. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 5 We further assume that open cut techniques will be used along portions of the watermain alignment particularly where the proposed utilities tie into existing utilities near Galway Road and Avon Park. We do not anticipate significant grade changes associated with installation of the watermain utilities and anticipate that ground surface elevations along the alignment, after installation, will be nearly the same as the existing grades. If the proposed alignments change or our assumption regarding pipe construction changes, we should be informed. Additional analyses and revised recommendations may be necessary. 4.2 Discussion We anticipate pipe invert elevations ranging from about 7 to 10 feet below the ground surface near borings SB -1 and SB -7 near Galway Road and Avon Park, respectively. The mineral soils (sandy lean clay) encountered in these soil borings, in our opinion are generally suitable for pipe support. However, the borings encountered Fill and Possible Fill materials to depths about 4 1/2to 9 feet below the ground surface. Although our borings did not encounter unsuitable materials within the Fill or Possible Fill there is that potential. Unsuitable materials could include debris, organic material such as topsoil, buried topsoil or other organic materials. We recommend that unsuitable materials, if encountered, be removed from below the pipe invert elevations and replaced with suitable compacted engineered fill. The remaining soil borings encountered organic soils (peat and organic silt) that extended to depths ranging from about 17 to 44 feet below the ground surface. The organic soils exhibited low N - values, are highly compressible and are not suitable for pipe support. We do not recommend supporting the pipe on or within the organic soil. We recommend supporting the pipe on the underlying native glacial till soils. Based on the soil borings it appears that Option 1/Alignment 1 from Galway Road to Avon Park is somewhat more favorable. The depth of organic soils appears to range from about 17 feet to 38 feet whereas the depth of organic soil along Option2/Alignment 2 appears to range from about 17 feet to 44 feet. We anticipate the Directional Drilling techniques will be used to install the watermain below the wetland/ swamp and surface waters and we anticipate that the pipe will be supported on the native glacial till soils below the organic soils. The native glacial till soils at the anticipated pipe invert elevations had a medium to very stiff consistency and although our soil borings did not encounter cobbles and boulders, glacially deposited soils can contain these materials which can make drilling difficult. Cobble and boulders should be anticipated. Groundwater was not encountered in soil boring SB -1 and SB -7 which were completed on dry land. However given the close proximity to Seton Lake and the anticipated pipe invert elevations, groundwater could be encountered during open cut construction when tying into the existing utilities. Wet soils can also create difficult working conditions and may not provide a stable subgrade for pipe installation. It may be necessary to sub -excavate wet soil and replace them with drainage aggregate ("clear rock") to provide a stable subgrade. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 6 5.0 Recommendations 5.1 Watermain Utilities - Open Cut Excavations The soil conditions encountered in soil borings S13-1 and SB -7 at the anticipated pipe invert elevations are generally suitable for pipe support. However the clayey soils are moisture sensitive and can become and can become disturbed especially at or near the ground water table. Unstable soil, if encountered, may need to be subcut and replaced with stabilizing aggregate (clear rock). As mentioned in the Discussion section above Fill and Possible Fill materials were encountered in the borings which could potentially contain debris, organic soil or other unsuitable materials. We recommend that unsuitable materials, if encountered, below pipe invert elevations be removed and replaced with suitable compacted engineered fill. Pipe Bedding It will be necessary to properly bed the utilities for uniform support. Oversized rock particles, if any, should be removed and replaced with sand bedding to avoid point load on the pipe. Pipe bedding should consist of "clean sand" or 1 -inch crushed rock. Backfilling We understand that no construction is proposed over the top of the utility trench(s) and that soil excavated for pipe installation will be placed back in the excavations. We recommend the fill and backfill required to replace the materials excavated during soil corrections, if any, consist of sand with less than 20 percent of its particles by weigh passing the #200 sieve. In wet excavations, we recommend using coarse sand having less than 50 percent of its particles passing the #40 sieve and less than 5 percent of the particles passing the # 200 sieve. The on-site native soils consist of predominantly of clayey soils (sandy lean clay) which appear to be above its assumed optimum moisture content. We anticipate it will be necessary to dry these soils to achieve the recommended compaction. Considering the depth of excavations some settlement of the fill mass is inevitable and should be considered in the long-term performance of the fill and any structure, if any, such as pavement, that is supported on the fill. We recommend bedding material be thoroughly compacted around the pipes. We recommend trench backfill above the pipes be compacted to a minimum of 95 percent beneath slabs and pavements, the exception being within 3 feet of the proposed pavement subgrade, where 100 percent of standard Proctor density is required. In landscaped areas we recommend a minimum compaction of 90 percent. Dewatering Groundwater was not encountered in soil borings SB -1 and SB -7 and we do not anticipate that dewatering will be required. However the borings were completed in cohesive materials (clays) and in clay soils it may take several hours or days for groundwater to rise to its hydrostatic level. In addition the borings were completed near Seton Lake and other surface water features (wetlands/ swamps). Given the close proximity to those surface water features there is the potential to encounter groundwater during construction. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 7 5.2 Directional Drilling Considerations Directional boring activities could require excavating pits to accommodate construction equipment. Based on the anticipated pipe invert elevations we anticipate excavations extending 7 feet, or more, below the ground surface. At typical excavation sideslopes of 1:1 (1 foot horizontal for each 1 foot of vertical depth), the limits of the excavations will extend 7 feet or more in all directions. The excavations could extend onto adjacent properties posing a significant risk of undermining structures on those properties. In addition, the soils could slough as they are excavated resulting in side slopes flatter than 1:1 further increasing the horizontal limits of the excavation. If site constraints will limit the excavation, temporary shoring may be required. As mentioned in Section 4.2, above, our soil borings did not encounter cobbles and boulders at the anticipated pipe invert elevations. Glacially deposited soils can contain cobbles and boulders which can make drilling difficult. Cobble and boulders (obstruction) should be anticipated and some contingency in the project budget may be appropriate for removing obstructions. 6.0 Construction Considerations 6.1 Excavation The borings indicate that at the anticipated excavation depths the soils in the sidewalls of the excavations could include Type B or C soil under Department of Labor Occupational Safety and Health Administration (OSHA) guidelines. Temporary excavations should be constructed at a minimum of 1 foot horizontal to every 1 foot vertical for Type B soils and 1 1/2 foot horizontal to every 1 foot vertical for Type C soils within the excavations. The Peat and organic silt encountered in the borings do not meet the OSHA Classifications for Type A, B or C soils. Temporary excavations within peat and organic silt will likely require side -slopes significantly flatter than those for Type C soils or could require using temporary shoring. 6.2 Observations A geotechnical engineer should observe the excavation subgrade to evaluate if the subgrade soils are similar to those encountered in the borings and adequate to support the proposed construction. 6.3 Backfill and Fills Site soils that will be excavated and reused as backfill and fill appear to be above assumed optimum moisture content. We anticipate it will be necessary to moisture condition (dry) these soils to achieve the recommended compaction. We recommend that fill and backfill be placed in lifts not exceeding 4 to 12 inches, depending on the size of the compactor and materials used, 6.4 Testing We recommend density tests of backfill and fills. Samples of the proposed materials should be submitted to a testing laboratory prior to placement for evaluation of their suitability and to determine their optimum moisture content and maximum dry density. (Standard Proctor) Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 8 7.0 PROCEDURES 7.1 Soil Classification i The drill crew chief visually and manually classified the soils encountered in the borings in general accordance with ASTM D 2488, "Description and Identification of Soils (Visual -Manual Procedure)". Soil terminology notes are included in the Appendix. The samples were returned to our laboratory for review of the field classification by a soils engineer. Samples will be retained for a period of 60 days unless requested otherwise in writing. 7.2 Groundwater Observations Immediately after taking the final samples in the bottom of the borings, the holes were checked for the presence of groundwater. Immediately after removing the augers from the borehole the holes were once again checked and the depth to water and cave-in depths were noted. 8.0 GENERAL 8.1 Subsurface Variations The analyses and recommendations presented in this report are based on data obtained from a limited number of soil borings. Variations can occur between the borings, the nature of which may not become apparent until additional exploration work is completed or construction is conducted. A reevaluation of the recommendations in this report should be made after performing on-site observations during construction to note the characteristics of any variations. The variations may result in additional foundation costs and it is suggested that a contingency be provided for this purpose. It is recommended that we be retained to perform the observation and testing program during construction. This will allow correlation of the soil conditions encountered during construction to the soil borings and will provide continuity of professional responsibility. 8.2 Review of Design This report is based on the design of the proposed structure as related to us for preparation of this report. It is recommended that we be retained to review the geotechnical aspects of the design and specifications. With the review we will evaluate whether any changes have affected the validity of the recommendations and whether our recommendations have been correctly interpreted and implemented in the design and specifications. 8.3 Groundwater Fluctuations We made water level measurements in the borings at the times and under the conditions stated on the boring logs. The data was interpreted in the text of this report. The period of observation was relatively short and fluctuations in the groundwater level may occur due to rainfall, flooding, irrigation, spring thaw, drainage, and other seasonal and annual factors not evident at the time the Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 9 observations were made. Design drawings and specifications and construction planning should recognize the possibility of fluctuations. 8.4 Use of Report This report is for the exclusive use of the Bolton & Menk, Inc. and their design team to use to design the proposed structure and prepare construction documents. In the absence of our written approval, we make no representation and assume no responsibility to other parties regarding this report. The data, analysis and recommendations may not be appropriate for other structures or purposes. We recommend that parties contemplating other structures or purposes contact us. 8.5 Level of Care Haugo GeoTechnical Services, LLC has used the degree of skill and care ordinarily exercised under similar circumstance by members of the profession currently practicing in this locality. No warranty expressed or implied is made. Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 10 APPENDIX Boring Location Sketch Soil Boring Logs, SB -1 thru SB -7, SB -10 & SB -12 Descriptive Terminology Subsurface (Fence) Diagrams Proposed Watermain Installation - City of Mound HGTS Project 15-0102A Page 11 BORING NUMBER SB -1. AG❑ Haugo GeoTechnical Services 2825 Cedar Avenue S PAGE 1 OF 1 Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/26/15 COMPLETED 2/26/15 GROUND ELEVATION 934.6 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered. LOGGED BY LM CHECKED BY BB AT END OF DRILLING -- Not Encountered. NOTES AFTER DRILLING — Not Encountered at Cave -In Depth 16 Feet. W oA SPT N VALUE A w a 20 40 60 80 PL MC LL I �-1 a..� a0 O MATERIAL DESCRIPTION Wm g wo > O 6z� O¢ ►-� W.4 ~� z- pv a -Z coo V" }" 20 40 60 80 O'' < UO_ a a W ❑ FINES CONTENT (%) ❑ Sandy Lean Clay with fibers, dark brown, moist. (Possible FILL) AU 65 SS 5-6-5 66 (11) z O _ F z ? 5 SS 2-3-3 W 67 (6) Y 5 N SS • 1-2-3 F 68 (5) W o iL (CL) Sandy Lean Clay, trace Gravel, trace roots and fibers, brown a z 10 and grey, moist, stiff to very stiff. (Glacial Till) F69 5-9-9 - - - w (18) z w m z w SS 5-7-8 70 (15) U O O J 0 g 15 SS 6-10-10 U) 71 (20) U Trace roots. U Gi (CL) Sandy Lean Clay, trace Gravel, brown and grey, moist, very m stiff. (Glacial Till) 0 c� 20 J SS 8-12-12 31/4 72 (24) 0 z c� 0 a m o 25 SS 9-11-13 73 (24) 21/4 Uj Bottom of borehole at 26.0 feet. BORING NUMBER SB-2 Ej AJU G Haugo GeoTechnical Services PAGE 1 OF 2 I%0 lEcHN16AL 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Prosect - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/25/15 COMPLETED 2/25/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING -- Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING -- Surface NOTES AFTER DRILLING - - Surface - w v U =O a p W O MATERIAL DESCRIPTION uj of m g o Q z U >- wo > Ci O w (nw �z� ¢ m 0> U z w �� w Y" UO❑ a ~c z a �" O ♦ SPT N VALUE A 20 40 60 80 PL MC LL I • 1 20 40 60 80 FINES CONTENT (%) ❑ Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) AU 14 (OH) Organic Silt with fibers, black and grey, waterbearing. (Swamp Deposit) 0-0-1 ESI (1) •. 5 L1S . . 0-0-1 i (1) CS1 0-0-1 (1) 10 SS 0-0-1 18 (1) (OH) Organic Silt, light grey to white, waterbearing. (Swamp Deposit) SS 19 0-0-1 (1) 15 SS 0-0-1 20 (1) (SC) Clayey Sand, grey, moist, rather stiff. (Glacial Till) SS 1-4-5 21 (9) 20 (SM) Silty Sand, mostly fine grained, grey, moist, medium dense. (Glacial Till) SS 22 3-5-7 (12) (CL) Sandy Lean Clay, trace Gravel, grey, moist, medium to stiff. SS V23 2-3-4 (7) 25 (Glacial Till) 1 (Continued Next Page) (CL) Sandy Lean Clay, trace Gravel, grey, moist, medium to (Glacial Till) (continued) Bottom of borehole at 31.0 feet. a z z 0 r w z z 2 SS 24 4-5-9 (14) 1 1/2 BORING NUMBER SB -2 A- GD Haugo GeoTechnical Services PAGE 2 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota w SPT N VALUE A 0 w Cn w 20 40 60 80 F- - _� 0 MATERIAL DESCRIPTION w m _ Ld > a �z� OJ �¢ �w w� ~w z PL MC LL o a. -12 a- Z) 0— co 0 > Y `'' 20 40 60 80 Z w U z 0a. Q [IFINESCONTENT (%) O (CL) Sandy Lean Clay, trace Gravel, grey, moist, medium to (Glacial Till) (continued) Bottom of borehole at 31.0 feet. a z z 0 r w z z 2 SS 24 4-5-9 (14) 1 1/2 U c u C 0 F C u Ej a G Hau o GeoTechnical Services BORING NUMBER SB-3 g PAGE 1 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk. Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/25/15 COMPLETED 2/25/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING --- Surface NOTES AFTER DRILLING --- Surface CL w ` 0 � p O MATERIAL DESCRIPTION W Lu o- � Q Z U)a } _ wo > O 0— w � w 0z–=i Q ap 0 > U z w ~� w w Y - OOf �-� z a o ♦ SPT N VALUE A 20 40 60 80 PL MC LL I —1 20 40 60 80 O FINES CONTENT (%) O 20 40 60 80 `i'21 `' Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) AU 11 011 0-0-1 5 — F 0-0-1 10 SS L27 (1) i — (OH) Organic Silt with shells and fibers, brown to grey, wet. 0-0-1 15 (Swamp Deposit) SS 28 (1) 20 SS 0-0-1 29 (1) (ML) Silt, trace fibers, grey, wet, very loose. (Alluvium) 4 SS 1-1-1 25 30 (2) (Continued Next Page) In BORING NUMBER SB -3 A GD Haugo GeoTechnical Services PAGE 2 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota (SC) Clayey Sand, grey, wet, medium. (Glacial Till) 30 uj a SS w ♦ SPT N VALUE A U 2-3-4 (A W 31 20 40 60 80 � _ =C7 �m wo �z� �� PL M♦ L� a a 0 �� MATERIAL DESCRIPTION > O Oa 0¢ w Y" z o. �" 20 40 60 80 o` C7 a5 z V coo v? u w Lu p o O FINES CONTENT (%) ❑ SS 11/4 w Y In (ML) Silt, trace fibers, grey, wet, very loose. (Alluvium) (continued) (SC) Clayey Sand, grey, wet, medium. (Glacial Till) 30 SS 2-3-4 31 (7) a (SM) Silty Sand, fine to coarse grained, grey, wet, loose. (Glacial o Till) u w 3-5-4 35 SS 11/4 w Y 32 (g) g N O w (CL) Sandy Lean Clay, grey, moist, rather stiff. (Glacial Till) 0 a z SS 40 s w 33 w Bottom of borehole at 41.0 feet. In BORING NUMBER SB-4 Ej A GQ Hau o GeoTechnical Services g PAGE 1 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/25/15 COMPLETED 2/25/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING --- Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING -- Surface NOTES 19 Feet of Water AFTER DRILLING --- Surface ♦ SPT N VALUE A U a. a } (w w � 20 40 60 80 PL MC L, ~ �' 0 DO O Z a w w z n w a MATERIAL DESCRIPTION J > C �" O� a� O- coo> Y" 20 40 60 80 0 2Z U UZ U} W a o ❑ FINES CONTENT (%) ❑ 0 20 40 6n 80 Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) AU 34 011 \% 5 — SS 0-0-1 35 (1) 0-0-1 10 — SS 36 (1) i ,, — 15 SS 0-0-1 (OH) Organic Silt, trace fibers and shells, black and grey, wet. SS 0-0-1 20 (Swamp Deposit) 38 (1) 25 0 .. . SS 0-0-1 39 (1) (Continued Next Page) BORING NUMBER SB-4 Haugo GeoTechnical Services L1'LL� 2825 Cedar Avenue S PAGE 2 OF 2 FQGO ® Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota ui ♦ SPT N VALUE ~ U x m y w w o z w H 20 40 60 80 Pi M� LL o a 0o ¢ MATERIAL DESCRIPTION w -j2 > >¢ N w.. z a—I �J a.Z OVA m0Z V" }" 20 40 60 80 FINES CONTENT (%) 0 20 40 60 80 < W El 0 � (OH) Organic Silt, trace fibers and shells, black and grey, wet. (Swamp Deposit) (continued) 30 F40 0-0-1 (1) (ML) Silt, grey, wet, very loose. (Alluvium) 35 SS 1-1-2 € 1 41 (3) z (CL) Sandy Lean Clay, trace Gravel, grey, wet, medium to rather > stiff. (Glacial Till) 40 SS 3-3-4 1 42 (7) i i I I 45 11/2 SS 3-4-7 43 (11) BORING NUMBER SB-5 Ej A- GO Haugo GeoTechnical Services PAGE 1 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk. Inc. PROJECT NAME Proposed Watermain Prosect - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/24/15 COMPLETED 2/24/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING — Surface NOTES 4 1/2 Feet of Water. AFTER DRILLING — Surface - w v U =(0 O MATERIAL DESCRIPTION LU Ofw m g o Q Z wo > O O W v? 3z� 0 a m O> w a. uj t Y" O Z: ~ n ♦ SPT N VALUE A 20 40 60 80 P� MC LL 20 40 60 80 ❑ FINES CONTENT Water AU 5(OH) SS 1 Organic Silt with fibers, black, waterbearing. (Lake Deposit) 0-0-1 (1) Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) — SS 0-0-1 2 (1) 011 11 10 IS 0-0-1 3 (1) (OH) Organic Silt with fibers, trace shells, black and dark grey, wet. (Swamp Deposit) 0-0-1 (1) SS 4 15 IS 0-0-1 5 (1) SS V6 0-0-1 (1) 20 SS 0-0-1 7 (1) (OH) Organic Silt with shells, black and dark grey, wet. (Swamp Deposit) SS 8 0-0-1 (1) 25 SS 0-0-1 9 (1) (Continued Next Page) Y 5 a 0 n (CL -ML) Silty Clay, grey, wet, soft. (Alluvium) BORING NUMBER SB -5 HALIGO Haugo GeoTechnical Services 1-2-1 (3) PAGE 2 OF 2 2825 Cedar Avenue S (SC) Clayey Sand, grey, wet, medium. (Alluvium) Minneapolis, MN 55407 SS 11 2-4-3 (7) CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota (SC) Clayey Sand, grey, wet, very stiff. (Alluvium) Lu SS 13 7-9-10 (19) Bottom of borehole at 41.0 feet. ♦ SPT N VALUE A y w w � 20 40 60 80 �-- a. 0-o MATERIAL DESCRIPTION m "2> _ wo a 0Z� o a H� w ~�= z Q PL MC LL t • I Lu v O- m V" }" 20 40 60 80 a. Z < LU O> a o FINES CONTENT (%) O O Y 5 a 0 n (CL -ML) Silty Clay, grey, wet, soft. (Alluvium) SS 10 1-2-1 (3) • • (SC) Clayey Sand, grey, wet, medium. (Alluvium) SS 11 2-4-3 (7) (SM) Silty Sand, mostly fine grained, grey and brown, damp, medium dense. (Alluvium) SSK 12 16-18-8 (26) (SC) Clayey Sand, grey, wet, very stiff. (Alluvium) SS 13 7-9-10 (19) Bottom of borehole at 41.0 feet. BORING NUMBER SB-6 GO Haugo GeoTechnical Services PAGE 1 OF 2 pLaTEcHNirAL 2825 Cedar Avenue S - Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/25/15 COMPLETED 2/25/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING — Surface NOTES 10 1/2 Feet of Water AFTER DRILLING — Surface ♦ SPT N VALUE A L) > w w 20 40 60 80 o C9 O MATERIAL DESCRIPTION m W g _ wo > O �z� 0 Z Q �w w y ~� z PL MC LL W ` O- W O v" }" 20 40 60 80 C7 a. z < W Z a 0 El FINES CONTENT (%) El 0 20 40 60 80 Water i i 5 10 (OH) Organic Silt, trace fibers and shells, black and grey, waterbearing. (Swamp Deposit) 15 SS 0-0-1 44 (1) 20 SS 0-0-1 45 (1) (ML) Silt with Sand, grey, wet, very loose. (Alluvium) X� SS 0-0-2 25 46 (2) (Continued Next Page) BORING NUMBER SB -6 HA - GO Haugo GeoTechnical Services PAGE 2 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota Lij 0- } w ♦ SPT N VALUE A U W w w a 20 40 60 80 PL MC LL – I = C7 O MATERIAL DESCRIPTION w -j co uj > O O 5 Q w 4 Z a ov OJ a.z U mOZ V" }" 20 40 60 80 < LU Oa a El FINES CONTENT (%) El 20 40 60 80 (ML) Silt with Sand, grey, wet, very loose. (Alluvium) (continued) (CL) Sandy Lean Clay, trace Gravel, grey, wet, rather stiff to stiff. - tiff.30 3 0 (Glacial Till) SS 3-4-7 1i2 47 (11) a C7 Y 2 O 35 VS4 4-6-8 5 (14) N O N U w O a F 40 s US49S 3-5-7 (12) z m Bottom of borehole at 41.0 feet. U) z z W i L) U O U J m a U) W W m U u c� v2 m F q 47 a J N H H z c� U) H J a m S U W H O W C7 BORING NUMBER SB -7 jjAjUG0 Haugo GeoTechnical Services PAGE 1 OF 1 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/26/15 COMPLETED 2/26/15 GROUND ELEVATION 941.6 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Not Encountered. LOGGED BY LM CHECKED BY BB AT END OF DRILLING — Not Encountered. NOTES AFTER DRILLING — Not Encountered at Cave -In Depth 17 Feet. CL w" 0 U = -i a. 0 MATERIAL DESCRIPTION Lu w w� a 0 Z a U o a o > Ci O w a O w ~ JO � a m O> c5 z w a W.4 Y- Oo_ o_ 3 _ a o ♦ SPT N VALUE A 20 40 60 80 PL MC LL I �I 20 40 60 80 D FINES CONTENT 20 40 60 80 Silty Sand with Gravel, brown, moist. (FILL) AU 74 IS Sandy Lean Clay, trace Gravel, brown, moist. (FILL) 12-13-13 L75 (26) ' 5 (CL) Sandy Lean Clay, trace fibers, brown and grey, moist to wet,U76 rather stiff to rather soft. (Glacial Till) 2 4-5 (9) r77SS 2-2-3 (5) 10 SS 78 1/4 1-2-2 (4) 79 79 4 , (CL) Sandy Lean Clay, trace Gravel, brown and grey, moist, very stiff to rather stiff. (Glacial Till) (17) 3(17) 15 SS 4-6-8 80 (14) 20 SS 3-5-7 81 (12) Bottom of borehole at 21.0 feet. BORING NUMBER SB -10G❑ AUHaugo GeoTechnical Services PAGE 1 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/25/15 COMPLETED 2/25/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING -- Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING Surface NOTES AFTER DRILLING — Surface W o ♦ SPT N VALUE A = U > w a � 20 40 60 80 PL MC LL CL o O MATERIAL Wm _ wCy 0z -j O F-,: ~ Lu v O DESCRIPTION > cl Oo' O Q w w z Q I I p 0 aD 2z v U mO> UZ U" }v 20 40 60 80 ❑ FINES CONTENT (%) El < uj a o 9n AQ 60 80 Water. a O O z 5 z Y Q a 0 0 H U I O 10 Z w z w m z U O O U a 15 W P U ui M q 20 ra Q C, — Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) U) z 0, — 0,, n d, 25 — 0-0-0 C50 (0) (Continued Next Page) BORING NUMBER SB -10 Ej A- GCI Haugo GeoTechnical Services PAGE 2 OF 2 2825 Cedar Avenue S Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound. Minnesota ♦ SPT N VALUE A U CL w 20 40 60 80 F- I -W CO Ix �F-D Q w N �^ PL MC LL Wov O -' MATERIAL DESCRIPTION o > v O� O Y` z n I •60 20 40 60 80 O a z W `� m0> U z OU Of O FINES CONTENT (%) El U) a 0 20 40 60 80 —' Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) (continued) SS 0-0-0 30 , --- 51 (0) i — SS 0-0-1 35 52 Al SS 53 1-2-3 (5) 40 (OH) Organic Silt with shells, grey, wet. (Swamp Deposit) (ML) Silt with Sand, grey, wet, loose. (Alluvium) SS 3-3-4 45 • 54 (7) (SM) Silty Sand, fine to coarse grained, grey, wet, loose. (Glacial Till) 50 SS 3-4-5 55 (9) Bottom of borehole at 51.0 feet. BORING NUMBER SB -12 HA-LIGO Haugo GeoTechnical Services 2825 Cedar Avenue S PAGE 1 OF 2 Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Project - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound, Minnesota DATE STARTED 2/26/15 COMPLETED 2/26/15 GROUND ELEVATION 929 ft MSL HOLE SIZE 3 1/4 inches DRILLING CONTRACTOR HGTS GROUND WATER LEVELS: DRILLING METHOD Hollow Stem Auger/Split Spoon AT TIME OF DRILLING — Surface LOGGED BY ms CHECKED BY BB AT END OF DRILLING — Surface NOTES 6 1/2 Feet of Water AFTER DRILLING — Surface W oA SPT N VALUE A y U) w w � 20 40 60 80 a _U O O MATERIAL DESCRIPTION m -i� of > O z5 O Q �w W.4 �» z Q PI � LI a v a- =) O- 7) m O> 7)— 20 40 60 80 O Z V" v d < W Of O FINES CONTENT (%) 0 0 1 20 40 60 80 Water. D z 5 z z Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) 2 — ' 10 J !, — SS 0-0-0 7 J56 (0) / — 15 — ,+ SS ........... ..... 0-0-0 ' — 57 (0) ++ /, I 20 SS 0-0-0 58 (0) ,+ SS F59 0-0-0 25 (0) (Continued Next Page) BORING NUMBER SB-12 Haugo GeoTechnical Services PAGE 2 OF 2 2825 Cedar Avenue S .EJAUGO Minneapolis, MN 55407 CLIENT Bolton & Menk, Inc. PROJECT NAME Proposed Watermain Prosect - City of Mound PROJECT NUMBER 15-0102A PROJECT LOCATION Mound. Minnesota = a. ie o" O 0-0 c7 MATERIAL DESCRIPTION a w w a Q Z a LU j 0 Ov a w w 2 r -i 0�¢ m O> U z w a w N Y` O � - ., Z a o_ ♦ SPT N VALUE A 20 40 60 80 PL MO LL I ' 20 40 60 80 (%) ❑ ❑ FINES CONTENT1 20 40 60 80 — Peat, highly fiberous, dark brown, waterbearing. (Swamp Deposit) (continued) 30 — — SS 60 0-0-0 (0) r +r i = (OH) Organic Silt with fibers and shells, brown and grey, waterbearing. (Swamp Deposit) 35 V1S6 0-0-0 (0) (ML) Silt, slightly organic, trace shells, grey, wet. (Alluvium) F62 0-0-3 40 (3) (CL) Sandy Lean Clay, trace Gravel, grey, wet, stiff to medium. SS 7-7-7 45 (Glacial Till) 63 (14) 50 . SS 2-3-3 64 (6) Bottom of borehole at 51.0 feet. Descriptive Terminology of Soi Standard D 2487 - 00 y�� Classification of Soils for Engineering Purpose rr :"4JA..a - (Unified Soil Classification SvstPml 8 t a"donthe nialeviai passng the?-, T5r-ri, 5+3ve t7 It I" Samore ;ArNan�,o cersDies M !lbuitllrs Or rlotr. .Yelp —1rl ypbtiierl or bUUiCers or ban to gang` ha,Yi! C C = DK rD•• C D,t Cl b Sod Crrxars�! 15% sirY7 OW +. , sand r_ t':nep name a G(avtle9 .010"S IC 12%fries IYatsve otva sy'i W% GW -GM wen grae.ed g,a,•e, w,I" S r Citi-C,;G weeF{,aeckrd gra•.w= ort" Cnr GP -GM z')o„y gadeo gave+ v s+,t GPGCt<urry graaec grevo w,tr, ody f If tries c'.eSsrtt, as CL Mt sse "' svrntX1 CC -GM Ca SC SM g itfrrMSairIYW,,c ape viarorgarw-fines ioWcy pr-ame n if soo+ covRons ,2 t5% WaYat ark -1., g,avll ;c vour name Sitirviswo,5to12-^fnrsiK4toe0-,*+imL'ws S A0 SM we'l-gaova Sane '.vqr: sir 51°J sit wea-gaelo sono wAr c.aY sP-SM Loony garlee -V4 mm sir, Sr' SC mo" ganso sa ] wvr. Citi t 11 Altemwg antis proe r Wer so .s a C:t ML s^iv C.ai h 0 fog oontae`.s 117 lit 29'a 0-s Nr ;`•,:{•. &3a Y<.in sant v Witt grave: wt',r Wver r,;YwjMtrlarll i if so, corrarsr23u%tzus i+ir 290 rre0orrea,Vg Uric am sariuy tago,,p none m tt soil mxaro k 304 0" Nc 2X grave ads J, q, -, to group nine n IN 2 4 anC pias on o, above A ,,w G Pt < 4 n• riots 0040A A- ane G PI n;ot• -v abcve A W -e q Pi C t ;;:.,,,v A i;ne 60 50 Q- 40 X d 30 U 20 m a 10 7 4 0 0 Criteria for Assigning Group Symbols and Soils Classification �• �_ Cobbles Group Names Using Laboratory Tests Group _ Dry density pcf OC Organic content Wo Symbol' Group Name' a Gravels Clean Gravels C„ _�. 4 ano 1 S Cr S 3C 1 GW yyeii.g,aoed gravel' _ v ti c More than 50% of coarse traction 5°i of less fines ! __•_„-_` C < 4 andror t Ci> 3 ! GP �Poorty giaol d graver' m a m' retained on Gravels with Fines Fines clas�tY as ML or MH GM Stlt braver ' c n No 4 sieve More than, 12% fines ' Fines classy fY as CL or CH t GC Clayey tgravei m n ry Sands Clean Sands G 2 6 and t < C < 3 c SW We tt raced sand' L= z 50% or more of coarse fraction 5` or less fines ' C. < 6 and/or i > C > 3 c gP Poorly raced sand Y graced M passes Sands with Fines L Fines ciasssfy as ML or MH SM silly sand'v € No 4 sieve More than 12%' Fines classify as CL or CH SC Clayey sand'r' PI > 7 and plots on or above A• line i Inorganic CL ;Leen Ga ' n Silts and Clays -__— Sdt ' a a Liquid /anti PI < 4 or Dints below "A- lone, MIL 1 oN less Char: 50 Otganfe Logwo limit •oven dried < 0 75 OL Organic t clay -s e L utd llmft - not dried OL Organic silt ' ^+ N rn Silts and clays PI plots on or above `A' line Inorganic CH _ t Elastic slit - ” o o z Liquid knit PI plots below "A- line MH sLt 50 or moreOrganic Liquid limit oven drfetl r < 0.7 , OH . OrgantC clav , ++ Liquid limit - not dried OW Organic silt Highly Organic Soils t Prima,rly organic matter dark in calor and organic odor PT I Peat 8 t a"donthe nialeviai passng the?-, T5r-ri, 5+3ve t7 It I" Samore ;ArNan�,o cersDies M !lbuitllrs Or rlotr. .Yelp —1rl ypbtiierl or bUUiCers or ban to gang` ha,Yi! C C = DK rD•• C D,t Cl b Sod Crrxars�! 15% sirY7 OW +. , sand r_ t':nep name a G(avtle9 .010"S IC 12%fries IYatsve otva sy'i W% GW -GM wen grae.ed g,a,•e, w,I" S r Citi-C,;G weeF{,aeckrd gra•.w= ort" Cnr GP -GM z')o„y gadeo gave+ v s+,t GPGCt<urry graaec grevo w,tr, ody f If tries c'.eSsrtt, as CL Mt sse "' svrntX1 CC -GM Ca SC SM g itfrrMSairIYW,,c ape viarorgarw-fines ioWcy pr-ame n if soo+ covRons ,2 t5% WaYat ark -1., g,avll ;c vour name Sitirviswo,5to12-^fnrsiK4toe0-,*+imL'ws S A0 SM we'l-gaova Sane '.vqr: sir 51°J sit wea-gaelo sono wAr c.aY sP-SM Loony garlee -V4 mm sir, Sr' SC mo" ganso sa ] wvr. Citi t 11 Altemwg antis proe r Wer so .s a C:t ML s^iv C.ai h 0 fog oontae`.s 117 lit 29'a 0-s Nr ;`•,:{•. &3a Y<.in sant v Witt grave: wt',r Wver r,;YwjMtrlarll i if so, corrarsr23u%tzus i+ir 290 rre0orrea,Vg Uric am sariuy tago,,p none m tt soil mxaro k 304 0" Nc 2X grave ads J, q, -, to group nine n IN 2 4 anC pias on o, above A ,,w G Pt < 4 n• riots 0040A A- ane G PI n;ot• -v abcve A W -e q Pi C t ;;:.,,,v A i;ne 60 50 Q- 40 X d 30 U 20 m a 10 7 4 0 0 10 16 20 30 40 so 60 70 so SO 100 110 Boulders Liquid Limit tLLI Cobbles 3- to 12' Laboratory Tests DD Dry density pcf OC Organic content Wo Wer density DO S Percent of saturation .° MC i SG SDeciffcgrawty LL Ltgwic Dmit ° C Cohesion. Lsf PL. Plastic limit '.c 0 Angie of internal trcton PI Plast+city miler qu Unconfined compressive strength pSt P200 °, passing 200, sieve qp Pocxel penetrometer strength, tst r t � xx ' G;' MH or OH ' ct , AIS ,- - j ML or OL I 1 10 16 20 30 40 so 60 70 so SO 100 110 Particle Size Identification Boulders Liquid Limit tLLI Cobbles 3- to 12' Laboratory Tests DD Dry density pcf OC Organic content Wo Wer density DO S Percent of saturation .° MC Natural moisture content SG SDeciffcgrawty LL Ltgwic Dmit ° C Cohesion. Lsf PL. Plastic limit '.c 0 Angie of internal trcton PI Plast+city miler qu Unconfined compressive strength pSt P200 °, passing 200, sieve qp Pocxel penetrometer strength, tst Particle Size Identification Boulders ever 12" Cobbles 3- to 12' Gravel Medium Coarse 314 to 3' Fine No 4 to 314' Sand Very stiff Coarse No 4 to No 10 Medium No 10 to No 40 Fine No 40 to No 200 Silt < No. 200, PI < 4 o beery -A- time Clay < No 200 Pt 2 4 a on or above'A' line Relative Density of Cohesionless Soils Very loose C to 4 BPF Loose $ to 10 BPF Medium dense 11 to 30 BPF Dense 31 to 50 BPF Very dense rive, 5C BPF Consistency of Cohesive Soils %"-ry soft 0 to 1 BP= SCI - 2 to 3 BPF Rather sot, 4 to 5 BPF Medium 5 to & BPF Rather stiff o to 12 BPF Stiff 13 to 16 BPF Very stiff 17 to 30 BPF Hard over 30 BPF Drilling Notes Standard penetration test Dorings were advanCed by 3 114` or 6 V4 ID hollow•stem augers unless noted otherwise defling water was used to Gean out auger proof to sampling only where indicated on lags Standard penetration test borings ate designated by the prefix Sr' (Spiil Tube; All samples were taken with the standard 2' OD split -lube sampler except where noted Power auger borings were advanced by 4' or 6' diameter continuous. flight solid-slem augers Soil Casslticattons antl strata depths were in. ferred from disturbed samples angered to the surface and are therefore scmewtiat approximate Power auger borings are designated by the prefix `8 Hand auger borings were advanced manualiy with a i 112- or 3 114' diameter auger and were limited to the depth from which the auger could be manually withdrawn band auger borings are Indicated by the prefix -H ' BPF: Numbers indicate blows per foot recorded in standard penetration test also knitwn as `N' value. The sampler was set 6' into undisturbed soil below the hollow -stent auger Driving resistances were then Counted for second and third 6' increments and added to get BPF Where they differed significantly they are reported in the following form 2112 for the second and third 5- increments respectively. WH: tNH indicates the sampler penetrated soil under weight of hammer and rodsalone onving riot require c WR: WR indicates the sampler penetrated soil under weight of rods alone hammer weight and driving not required TW md,cates the^ -walled iundislurbed,, tube sample Note. At. tests were run ii-, general accordance volt, appicableASTM s'tand'ards Re, 7)007 6 U - o LU Q Q U Z° W W O O IL M Ln o 0 rn rn m m NC)... ... -... _.. ... ... .. ....... ., _.. ... _- .... N N U N a) r CO c, U j 'C a) Z N Q N - ~ O N C7dn C) In: In C CD O NCc 00 C N ata LU m 4r in O O Z D m U LTJ LUW Q 0 L) a r,iq'MINOI -ANNIW a)IVl V7.)) — O O CO (D T rn M rn 00 OD (11) UOIJEAGS ooakonEind\SN3snvo - cz:n sm U£ - ldJ'8Vl I 3ZIS V - MOV AHdVNJIlVdiS a� C: a� m 0 m Is C: 0 Q U C c0 o F T NC)... ... -... _.. ... ... .. ....... ., _.. ... _- .... N N U N a) r CO c, U j 'C a) Z N Q N - ~ O N C7dn C) In: In C CD O NCc 00 C N ata LU m 4r in O O Z D m U LTJ LUW Q 0 L) a r,iq'MINOI -ANNIW a)IVl V7.)) — O O CO (D T rn M rn 00 OD (11) UOIJEAGS ooakonEind\SN3snvo - cz:n sm U£ - ldJ'8Vl I 3ZIS V - MOV AHdVNJIlVdiS g N V E Q c B. Cm �Q ma co CL W Q U z o U U W W as a M N N U fn O U j to .0 Z NQ Q N I -- C7 N O. � O O U N C L6 rn LO c a� ca ca N C = N 06 W 06 m O � O Z 0 in U U � Z � W Q i w U a u� o 0 o rn rn rn rn rn rn OD o ...................... .................. . C. 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