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02/23/2022 EB Packet
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02/23/2022 EB Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
02/23/2022
Env Bd Meeting Type
Regular
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A Proposal for Lake Amelia Subwatershed Management Plan for the City of Lino Lakes | 1 <br />Mr. Andrew Nelson <br />Environmental Coordinator <br />City of Lino Lakes <br />600 Town Center Parkway <br />Lino Lakes, MN 55014-1182 <br />Re: Lake Amelia – Scope of Work for Stormwater Management Options Feasibility Study <br />Dear Mr. Nelson: <br />WSB is pleased to submit this scope of work and cost estimate to complete a Feasibility Study on stormwater management <br />options for the subwatershed north of Lake Amelia in the City of Lino Lakes (City), and Vadnais Lakes Area Water Management <br />Organization (VLAWMO). <br />Task 1 – Staff Meetings (18 hours $2,000) <br />Four meetings and one site visit are anticipated and can be adjusted based on the recommendation of the City and watershed <br />staff. An initial kick-off meeting will serve as an opportunity to review the goals of the study, the approach, and the schedule. <br />Subsequent meetings are anticipated for Tasks 3, 4 and 8. <br />Task 2 – Existing Conditions Review (26 hours $3,300) <br />WSB will assemble all available data in a single GIS database. The data will include parcel information, stormwater <br />infrastructure, topography, aerial imagery, wetlands, bathymetry, biological survey, land use and soil data. Most of the data will <br />be available from the City, VLAWMO, and public sources. The terrain data will be used to identify the drainage area limits and <br />develop a catchment level delineation. <br />WSB will send a survey crew on-site to obtain detailed topography of the ditch, slopes, erosion, stormwater structures, and <br />adjacent grades to better analyze the current drainage system and help plan the proposed improvements. <br />As part of the existing conditions review, WSB will perform monitoring to better understand the water quality and hydrology <br />within the ditch and in Lake Amelia. <br />TP and TSS samples will be taken once a month through the growing season at a minimum of two locations within the lake. <br />Base flow rates will also be measured in the ditch to quantify hydrology from the drainage area. <br />We anticipate monitoring to continue beyond completion of the final report in Task 8. The samples and flow rate <br />measurements will provide detailed pollutant loading information from the ditch and corridor along with providing baseline <br />water quality data for Lake Amelia. As the Lake Amelia drainage area develops, having this baseline information will be useful <br />in tracking any changes in water quality due to land use changes within the watershed. <br />WSB will coordinate with the City to obtain access to the site for a field reconnaissance visit and survey. City and VLAWMO <br />staff will be invited to share their expertise and knowledge of the study area. <br />SCOPE OF WORK <br />BACKGROUND <br />Located in the southeastern corner of the City, Lake Amelia is a valuable natural resource identified as a lake of biological <br />significance. The lake does not have any current water quality impairments, however, Lake Wilkinson located downstream <br />is listed as impaired for nutrients. WSB recently completed TMDL reporting for Lake Wilkinson which provides for a detailed <br />understanding of the project area and the TMDL requirements. <br />A private ditch flows from northeast to southwest collecting drainage from approximately 340 acres. Portions of the ditch are <br />flanked by wetlands and the ditch corridor is situated in a Zone A floodplain. Currently, the ditch is showing signs of erosion, <br />sediment build up, and failing culverts. The City has been required to perform maintenance to temporarily alleviate these <br />drainage issues. WSB understands that a long term solution and management plan is sought by the City and VLAWMO to not <br />only relieve the current issues, but plan for additional amenities and improvements within the study area.
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