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Home My WebLink AboutCH10-WaterResourcesPLAN OF STILLWATER Chapter 10 : Water Resources 10-1 Chapter 10 - Water Resources Introduction Combined, the City’s Water Supply Plan and Local Surface Water Management Plan create the Water Resources chapter. A summary of both plans are listed below and attached to this chapter as appendices. Following sections describe the City’s Water Supply, Sanitary Sewer and Waste Water. Water Supply The City’s Comprehensive Water Supply Plan (see Appendix D) serves as a section of the City’s 2040 Comprehensive Plan. The purpose of the Comprehensive Water Supply Plan is to provide an overview of the City’s current drinking water resources, infrastructure, policies, and challenges, and to present future plans. This Comprehensive Water Supply Plan has been prepared according to the guidelines established by the Metropolitan Council and the Minnesota Department of Natural Resources (DNR) per Minnesota Statute 473.859, which requires water supply plans be completed by all local units of government in the seven-county Metropolitan Area. The attached Water Supply Plan conforms to the template provided by the DNR, while this Comprehensive Plan expands upon the template and provides further information for City and Metropolitan Council planning. Trends noted over the past 10 years include: • Water usage within the city has remained relatively steady during the last 10 years. In 2015, the City of Stillwater pumped approximately 719 million gallons of water into the system. Peak day water demand in 2015 was 4.1 million gallons per day (MGD). Chapter 10 Contents Water Supply ......................10-1 Local Surface Water Management Plan 10-2 Infiltration and Inflow ...............10-4 10-2 PLAN OF STILLWATER Chapter 10 : Water Resources • Water usage in Stillwater is projected to remain relatively steady. The projected water demand for 2040 is a daily average of 2.55 MGD with an estimated daily maximum of 5.94 MGD. Groundwater Management Area It should be noted that Stillwater is within the North and East Metro Groundwater Management Area (GWMA), designated by the Minnesota DNR. The North and East Metro GWMA includes all of Washington County, all of Ramsey County, and portions of Anoka and Hennepin Counties. The GWMA Plan will guide the DNR’s efforts to manage groundwater appropriations sustainably in this area over the next five years. The Plan establishes sustainability goals to help appropriation permit holders plan for their future water use and ensure that groundwater supplies remain adequate to meet human needs while protecting lakes, streams and wetlands. Local Surface Water Management Plan The Local Surface Water Management Plan (LSWMP) will serve as a comprehensive planning document to guide the City of Stillwater in conserving, protecting, and managing its water resources (see Appendix E). This plan has been created to meet the requirements detailed in Minnesota Statutes 103B and Minnesota Rules 8410, administered by the Minnesota Board of Water and Soil Resources. This plan is also consistent with the goals and policies of the Metropolitan Council’s Water Resources Management Policy Plan, and the three watershed management organizations having jurisdiction within the City: Brown’s Creek Watershed District, Middle St. Croix Watershed Management Organization, and Carnelian-Marine St. Croix Watershed District. This plan may be periodically amended to remain current with local practices and policies. The purposes of the water management programs are to: • Protect, preserve, and use natural surface and groundwater storage and retention systems; • Minimize public capital expenditures needed to correct flooding and water quality problems; • Identify and plan for means to effectively protect and improve surface and groundwater quality; • Establish more uniform local policies and official controls for surface and groundwater management; • Prevent erosion of soil into surface water systems; • Promote groundwater recharge, where beneficial; • Protect and enhance fish and wildlife habitat and water recreational facilities; and • Secure the other benefits associated with the proper management of surface and groundwater. The Stillwater Local Surface Water Management Plan addresses these purposes. Periodic amendments may be required to incorporate changes in local practices. In particular, changes in the three applicable Watershed Management Plans and any newly completed Total Maximum Daily Loads (TMDLs) may require revisions to this plan. Sanitary Sewer & Waste Water Sanitary Sewer management is an important aspect of our urban environment. Citizens in today’s cities generate significant amounts of waste. The proper disposal and management of these wastes is critical for the maintenance of public health, the protection and preservation of our water resources, and the area’s future growth. The Metropolitan Council Environmental Services (MCES) operates the metropolitan-wide sewer system and requires that the city submit a Sanitary Sewer Plan as part of the comprehensive plan update every ten years. The plan is reviewed to ensure conformance with MCES’s 2040 Water Resources Policy Plan and the Metropolitan Council’s Thrive MSP 2040 to ensure that the Council’s regional wastewater system has adequate capacity to serve PLAN OF STILLWATER 10-3Chapter 10 : Water Resources the future needs of the region. Conformance for wastewater means that, within the Metropolitan Urban Service Area, communities are meeting the overall density expectations identified in Thrive MSP 2040. Existing Sanitary Sewer and Waste Water System In Stillwater, sanitary sewer management encompasses both local and regional systems which together transport, treat and dispose of waste water. The local sewer system, owned and managed by the city, includes sewer connections, sewer main lines, lift stations, and manholes which collect and transport liquid wastes to the regional treatment facilities. Treatment systems include the biological or chemical treatment in order to remove targeted contaminants from the wastewater. There are no public or privately-owned Community Wastewater Treatment Systems (other than the identified individual SSTS) in operation in the City. MCES provides treatment for Stillwater’s sanitary sewer flows. MCES is also responsible for major trunk facilities conveying wastewater across City boundaries to regional treatment facilities. All wastewater flows from the City of Stillwater enter the MCES Interceptor system and is conveyed to the MCES Metropolitan Wastewater Treatment Plant (WWTP) located in Oak Park Heights. The current sanitary collection system is shown in Figure 10.1. Stillwater’s sewer system connects to Met Council Interceptor 7131-1 and 9101 at meter number 606, 607 and 609 (see Figure 10.1) on the southern border of the city. Stillwater uses a conventional system in which gravity serves as the driving force to move the wastewater through a network of downward sloping pipes. The sanitary sewer system follows the normal contour of the land, but some areas do not provide the elevation required for a gravity system to work. In these cases lift stations collect and pump the wastewater to a higher level where the gravity system can work. The city’s sanitary sewer system consists of 13 lift stations ranging in size from 560 gallon per minute (gpm) to 22,440 gpm. The lift stations have been sized to handle buildout of their respective service areas. Table 10.1 summarizes the capacity information for each of the lift stations. The locations of the lift stations are shown in Figure 10.1. Table 10.1: Stillwater Lift Stations Location Forcemain Diameter (in.) Inlet Diameter Design Flow (gpm) Maximum Capacity (gpm)Comments 1250 Main Street South 20"36"2450 10,750 36" Gravity @ 0.14% 519 Brick Street South 6"12"220 1,120 12" Gravity @ 1900 Market Drive 10"10"700 3,140 15" Gravity 1500 Everett Street South 6"8"550 640 8" Gravity 1212 Greeley Street South 10"12"430 1,230 10" Gravity @1.43% 115 Rutherford Road 10"8"350 560 8" Gravity @ 126 Echo Lane 6"8"250 560 8" Gravity @ 7107 Mid Oaks Avenue North 6"8"210 560 8" Gravity @ 204 East Nelson Street 20"24"2,450 22,440 36" Gravity @0.48% 2200 Oakridge Road 8"6"175 560 8" Gravity @ 0.40% 3006 Marine Circle 6"8"150 640 8" Gravity @ 1.00% 2000 Myrtle Street 10"8"525 900 12" Gravity 2007 Lake Street North 4"8"110 1,010 8" Gravity @ 3.00% 10-4 PLAN OF STILLWATER Chapter 10 : Water Resources Future Sanitary Sewer and Waste Water System The current sanitary collection system (see Figure 10.1) is adequate to handle peak average daily flows (ADF) both now and in the future based on Stillwater’s forecasts shown in Table 10.2. The City’s forecasted growth will be served by Met Council Interceptor 7131-1. Future sanitary sewer flows, in conjunction with available slope, govern the capacity of sanitary sewers. To determine future sanitary flows, historical flow data and MCES recommendations were considered. Based on historical flows in Stillwater and general industry standards, an estimate of 200 gallons per day per ‘unit’ is used. A ‘unit’ is equal to 1 household and 20 jobs. Based on sewered household and employment projections provided by the Metropolitan Council, future sewer flows are projected to increase by approximately 0.8 to 0.9 million gallons per day (MGD) from Stillwater (see Table 10.3). Intercommunity Connections The City of Stillwater provides service to the Washignton County Government Center. Outside of this agreement, Stillwater has no other connections or provides service to users outside of the City of Stillwater’s jurisdiction. All users within the City of Stillwater flow through the City’s system. Subsurface Sewage Treatment Systems (SSTS) Some of the lower density areas that were annexed in 2015 still rely on subsurface sewage treatment systems (SSTS). While an SSTS can be an efficient means of treating wastewater in these areas, a failing or poorly maintained SSTS has the potential to contaminate groundwater and surface water. Washington County is the responsible agency in Stillwater to ensure proper installation, operation, and maintenance of SSTS. The County’s ordinance (Ordinance #206, last revised in June 2018) has been reviewed by the MPCA and is compliant with State Rules 7080-7083. This ordinance provides the basis for the County’s SSTS program including requirements for: compliance inspections of existing systems, permitting and inspection of new systems, site review, maintenance requirements, and operating permits for advanced treatment systems (Type IV). The county is responsible for implementing the ordinance in the City of Stillwater. Figure 10.2 depicts Individual Sewer Treatment Systems (ISTS). Infiltration and Inflow The quantity of I/I entering a wastewater collection system can be estimated utilizing wastewater pumping records, daily rainfall data, and water usage characteristics. Water from inflow and infiltration can consume available capacity in the wastewater collection system and increase the hydraulic load on the treatment facility. In extreme cases, the added hydraulic load can cause bypasses or overflows of raw wastewater. This extra hydraulic load also necessitates larger capacity collection and treatment components, which results in increased capital, operation and maintenance, and replacement costs. As sewer systems age and deteriorate, I/I can become an increasing problem. Therefore, it is important that I/I be reduced whenever it is cost effective to do so. The MCES has established wastewater flow goals for each community discharging wastewater into the Metropolitan Disposal System (MDS) based on average daily flows and allowable peaking factors. The program requires communities that have excessive I/I to eliminate excessive I/I over time. In 2018, the City was identified by MCES as a community with excessive I/I. This excess occurred during a flood event along the St. Croix River. The City is actively addressing it’s I/I needs and understand the importance of ongoing plans to mitigate and minimize I/I. Prior to this 2018 event, the City has been able to manage its wastewater flow goals aimed at reducing excessive I/I within the City’s sanitary sewer system and also the MCES interceptor system. The city’s estimated clear water flow is shown in Table 10.4. This data is based on three years of data from 2015 to 2017 (see Table 10.5). Over this time period, it is estimated that I/I (clearwater flow) represents approximately 9% of the average sewer flows coming from the City of Stillwater. PLAN OF STILLWATER 10-5Chapter 10 : Water Resources Table 10.2: Sewer Allocation Forecasts * Forecast Year Forecast Component Population Households Employment 2010 MCES Sewered 17,590 6,833 9,428 2010 Unsewered 637 243 200 2020 MCES Sewered 19,967 8,157 10,498 2020 Unsewered 633 243 202 2030 MCES Sewered 21,167 8,757 11,098 2030 Unsewered 633 243 202 2040 MCES Sewered 22,167 9,357 11,498 2040 Unsewered 633 243 202 Table 10.3: Estimated Sewer Flows Year New Households (MGD) New Jobs (MGD) 2010 -2020 475,400 10,700 2020 -2030 240,000 6,000 2030 -2040 200,000 4,000 Total 915,400 20,700 Table 10.4: Estimated Clearwater Flows (I/I) 2015-2017 MGD Average Flow (MGD)1.994 Peak Month Flow (MGD)2.228 Base Flow (MGD – based on Winter Water Usage) 1.802 Average Annual I/I (MGD)0.191 Peak Month I/I (MGD)0.426 Table 10.5: Stillwater Monthly Flows Metered Flow Only Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 2015 57.10 52.00 57.70 56.00 58.30 59.00 63.20 58.70 56.90 57.10 59.60 61.60 2016 60.00 55.20 62.70 61.30 64.50 60.80 68.20 65.70 63.80 63.70 58.20 63.30 2017 63.00 57.90 63.70 63.90 75.80 64.40 60.30 58.60 55.00 63.80 55.50 56.40 45.00 50.00 55.00 60.00 65.00 70.00 75.00 80.00 Millions of GallonsStillwater Monthly Flow Comparison * Note: The City has adjusted its sewer allocation forecasts based on 2017 Washington County data and City records as of July 2019. 10-6 PLAN OF STILLWATER Chapter 10 : Water Resources Infiltration and Inflow Practices The bulk of I/I that enters Stillwater’s sanitary sewer system has come from heavy rain events, primarily along the St. Croix River and in downtown. This area contains some of the older pre-1970 homes and older sewer lines and infrastructure. In spring months pumps from lift stations run more constantly (12-24 hours per day) compared to summer months when they run 2-3 hours per week. This indicated that I/I has been an issue in these areas. To address this issue, the city has lined the majority of the sewer lines, and repaired or sealed many of the manholes in conjunction with the last ten years of roadway construction projects (see Figure 10.3). Other citywide I/I initiatives include: • Replacing all vented sanitary manhole lids with closed sanitary manhole lids and sealing the manholes in low lying areas impacted by flood related I/I (estimated 10- 20 replaced annually). • 4 to 5 miles of the city’s sanitary sewer lines are televised annually for potential I/I sources. • A slip lining project of the sanitary sewer main in downtown occurred in 2008 in conjunction with the Phase III Downtown Stillwater levy project. This included approximately 2,000 feet of pipe. • I/I educational pieces are included in the City’s newsletter (once a year). • During remodeling and construction projects, the city will continue to inspect and require property owners to disconnect drain tiles, roof leaders, and other non-sanitary water sources so they do not discharge into the sanitary sewer system. Larger attention will be given to areas with pre 1970 homes that typically have older sewer lines and infrastructure. • There are approximately 2,700 housing units built prior to 1970. The city is not aware of any of these homes being inspected specifically for illegal connections. • Standards for minimizing I/I can be found in the City’s Code Section 29-5 (see Appendix G). The ordinance was first passed in 1973 and has been updated several times since then. The ordinance will continue to be followed and will be amended at some point in time to include the disconnection of existing clearwater sources including sump pumps, rain leaders, and cisterns. Fiscal limitations (e.g., staffing and resources as well as impacts on older downtown structures) have limited the City’s ability to update the ordinance to include this measure. The City will be seeking financial instance to help start a program. • Ongoing annual review of flows to develop the next stage of improvements. Scheduled improvements are identified in the City’s Capital Improvement Program (CIP). I/I Reduction Goals and Strategies The City of Stillwater’s goal is to reduce I/I whenever feasible to reduce cost for maintenance and operation (O&M) of their sanitary sewer collection system and overall MCES wastewater treatments cots to the City. The strategy is to maintain an efficient and effective collection system through regular maintenance of the system including scheduled inspection, repair and replacement as needed to accomplish this goal. The City’s I/I goals and strategies are described on the next page. PLAN OF STILLWATER 10-7Chapter 10 : Water Resources Goals for I/I Reduction • To minimize or eliminate I/I entering private and public sewer infrastructure • To reduce ratepayer costs for transporting and treating wastewater • To minimize liability from water pollution and public health risks • Strategies for I/I Reduction • Educate property owners about I/I by posting information on the City’s web site and distributing information via email blasts and community newspapers or newsletters on frequent basis. • Encourage private property owners to proactively inspect and repair or replace older segments of private sanitary sewer connections that are beyond their service life. • Explore grants or other financial assistance programs to provide financial assistance to private property owners wishing to replace or repair private sewer connections to the city main. • Make sure sump pumps and building drains are not connected to the sanitary sewer system. This can be done through educational information and when permits are required for building improvements or expansions. • Ensure careful construction, maintenance and rehabilitation practices are followed in all aspects, both public and private, of the sanitary sewer system. 10-8 PLAN OF STILLWATER Chapter 10 : Water Resources Figure 10.1: Sanitary Sewer ") ") ") ") ") ")") ") ") ") ") ") ") ") ¬«66 ¬«23 ¬«12 ¬«5 ¬«64 OSGOOD AVE NNEALAVENPARIS AVE NGREELEY ST SCROIXWOOD BLVD WASHINGTONAVEC U R V E C RESTBLVDW 60TH ST NSTILLWATER BLVD NOWENS ST NO R L EANS ST W PINE ST W 2ND ST NBROADWAY ST S7 5 T H S T N B E A C H RDN3RD ST S6TH AVE SC H E S T N U T S T E M Y R T L E S T E SAINTCROIXTRLNMAI N S T SMAINSTNS T O N E B RI D G E T R L N WILKINS ST W WILKINS ST E MCKUSICK RD N OLIVE ST W MYRTLE ST W ORL EANS ST E CHURCHILL ST W CHURCHILL ST E HAZEL ST E DELLWOOD RD N LAUREL ST W L A U R E L S T EMANNINGAVEN 62ND ST N NORELLAVENFAIRY F AL L S R DNSAI NTCROI XTRLNNORTHLANDAVE60TH ST NMCKUSICK 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DR. 2MIL L B R O O K MILLBROOKW HI TE LOWELL COURT W HI T E PINE MILLBROOK WHITE PINE WAY MAUREEN MAUREEN WAY SUMMER 72ND STREET NORTHHERFORDRD.FIELDS CT MARTHA ST SEVERETT ST SPARK PL McKUSICK ROAD COUNTY RD 64MONTEREYCOURTMACEYPLACE PINE COURT SUMMIT LANESUMMIT COURTWRIGHT STREETM AR Q UEE C OUR T HILL CRT POND CIR CREEKSIDE CROSSINGTROLLEY DRIVE NEAL COURTBRIDGEWATERWAYBOUTWELL FARM ROAD87TH ST NO87TH ST NO HERITAGEPLACE $ Document Path: R:\Street_Lines\2019\2019_10 Year Road History_Wall.mxdDate: 4/16/2019 MILL OVERLAY 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 RECONSRUCT RECONSTRUC 2009 2010 2011 2012 2013 2015 2016 2017 2018 YEAR ADDED YEAR_BUILT 2009 2011 2013 2014 2015 2016 2017 2018 Figure 10.3: 2009 - 2018 Local Roadway Improvements Afton Andover Anoka Apple Valley Arden Hills Bayport Birchwood Village Blaine Bloomington Brooklyn Center Brooklyn Park Burnsville CentervilleChamplin Circle Pines Columbia Heights Columbus Coon Rapids Cottage Grove Crystal Dellwood Eagan Edina Falcon Heights Forest Lake Fridley Gem Lake Golden Valley Grant Ham Lake Hilltop Hopkins Hugo Inver Grove Heights Lake Elmo Lake Saint Croix Beach Lakeland Lakeland Shores Landfall Lauderdale Lexington Lilydale Lino Lakes Little Canada Mahtomedi Maplewood Marine on Saint Croix Mendota Mendota Heights Minneapolis Mounds View New Brighton New Hope Newport North Oaks North Saint Paul Oak Park Heights Oakdale Osseo Pine Springs Ramsey Richfield Robbinsdale Rosemount Roseville Saint Anthony Saint Louis Park Saint Marys Point Saint Paul Saint Paul Park Savage Scandia Shoreview South Saint Paul Spring Lake Park Stillwater Sunfish Lake Vadnais Heights West Saint Paul White Bear Lake Willernie Woodbury ")5 ")36 ")244 ")96 ")995A ")95 ")97 ")95 £¤61 £¤61 §¨¦494 §¨¦35 §¨¦694 §¨¦94 River Falls Somerset Somerset River Falls Star Prairie North Hudson Roberts RobertsHudson New Richmond New Richmond µ0 21,000 42,00010,500 Feet City Limit Where Workers Live Workers/Sq. 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DR . 9 PRIV. DR. 15PRIV. DR. 14PRIV. DR. 13PRIV. DR . 12PRIV. DR. 11 PRIV. DR. 10 PRIV. DR. 9PRIV. DR. 8PRIV. DR. 7PRIV. DR. 6PRIV. DR. 5PRIV. DR.1PRIV. DR. 4 PRIV. DR. 3 PRIV. DR. 2MIL L B ROOK MILLBROOKW H I T E LOWELL COURT W H I T E P I N E MILLBROOK WHITE PINE WAY MAUREEN MAUREEN WAY SUMMER 72ND STREET NORTHHERFORDRD.FIELDS CT MARTHA ST SEVERETT ST SPARK PL McKUSICK ROAD COUNTY RD 64MONTEREYCOURTMACEYPLACE PINE COURT SUMMIT LANESUMMIT COURTWRIGHT STREETM ARQ UEE C OU RT HILL CRT POND CIR CREEKSIDE CROSSINGTROLLEY DRIVE NEAL COURTBRIDGEWATERWAYBOUTWELL FARM ROAD87TH ST NO87TH ST NO HERITAGEPLACE $ Document Path: R:\Street_Lines\2019\2019_10 Year Road History_Wall.mxdDate: 4/16/2019 MILL OVERLAY 2009 2010 2011 2012 2013 2014 2015 2016 2017 2018 RECONSRUCT RECONSTRUC 2009 2010 2011 2012 2013 2015 2016 2017 2018 YEAR ADDED YEAR_BUILT 2009 2011 2013 2014 2015 2016 2017 2018