Information for File #MVP MVM

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1 Information for File #MVP MVM Applicant: Preferred Properties and Management, LLC Corps Contact: Marissa Merriman Address: 180 Fifth Street East, Suite 700, St. Paul, Minnesota Phone: (651) Primary County: Anoka County Section: 5 Township: 31 North Range: 22 West Information Complete On: January 16, 2018 Posting Expires On: February 19, 2018 Authorization Type: LOP-05-MN This application is being reviewed in accordance with current practices for documenting Corps jurisdiction under Section(s) 9 & 10 of the Rivers and Harbor Act of 1899 and Section 404 of the Clean Water Act. If an approved jurisdictional determination is completed as part of the review process for this application, a copy will be posted on the St. Paul District web page at the following link: Project PROJECT DESCRIPTION AND PURPOSE: Preferred Builders proposes to discharge fill material into wetlands for the construction of 60 new single-family residential lots and appurtenant facilities. The project is proposed on a 94-acre property in the city of Lino Lakes. The applicant s stated project purpose is to create a cohesive residential community with single family connected to municipal utilities in the Lino Lakes/Blaine area. NAME, AREA AND TYPES OF WATERS (INCLUDING WETLANDS) SUBJECT TO LOSS: The project would permanently fill 2.09 acres of wetland in 5 locations (1.39 acres seasonally flooded basin, 0.7 acre wet meadow). In addition, the project would excavate 3.55 acres of wet meadow wetland and 500 linear feet (3,475 square feet) of drainage ditch for on-site mitigation via wetland restoration and rehabilitation. 1

2 ALTERNATIVES CONSIDERED: The applicant stated they considered the following alternatives while planning this project: 1. No-Build: The No-Build Alternative would avoid all impacts to aquatic resources associated with the project. 2. Original Project Design: The Original Project Design alternative includes 84 residential lots instead of the currently proposed 60 lots. This alternative would permanently impact 5.72 acres of wetlands. 3. Rural Density Wetland Avoidance Design: This alternative includes developing the site into six single-family residential lots. This alternative would avoid any impacts to wetlands. AVOIDANCE AND MINIMIZATION (as described by applicant): The overall project layout aims to avoid/minimize impacts to all wetlands on the site. The proposed alignment of Street C aims to minimize impacts to wetlands and provide a future connection/alignment to adjoining land, while creating a project design that is efficient, reasonable practicable. Mitigation The applicant proposes to mitigate for permanent wetland losses through 4.18 acres of on-site wetland mitigation. On-site mitigation activities would include: 1. Restoration of partially drained wetlands via shallow excavation for Wetland 2, and via plug for Wetland 3b. 2. Wetland rehabilitation via native revegetation and management. 3. Newly established and preserved upland buffer adjacent to restored/rehabilitated wetland areas. Federally Listed Threatened and Endangered Species According to the Official Species List which was obtained from the USFWS Information for Planning and Conservation (IPaC) website on February 7, 2017, the following species are found in Anoka County, Minnesota: Northern long-eared bat Threatened Hibernates in caves and mines - swarming in surrounding wooded areas in autumn. Roosts and forages in upland forests during spring and summer. Historic Properties The latest version of the National Register of Historic Places has been consulted and no listed properties (known to be eligible for inclusion, or included in the Register) are located in the project area. Drawings See attached drawings labeled MVP MVM Page 1 of 5 through Page 5 of 5. 2

3 OpenStreetMap (and) contributors, CC-BY-SA Figure 1 - Site Location 0 2,000

4 MVP MVM Page 2 of 5 Existing Ditch Bank Figure 6 - Proposed Plan Overview 0 350

5 MVP MVM Page 3 of NWL = WL3 WL2 Excavation/ Enhancement 154,527 sf NWL 902-ft 4,491 sf WL1A Fill 3,238 sf WL1 Fill 57,388 sf Figure 7 - Proposed Plan - Grading Sheet

6 MVP MVM Page 4 of 5 WL4 WL3B Ditch Conversion 3,475 sf 400 NWL = NWL = ,156 sf WL3 100 NWL = WL2 Excavation/ Restoration 154,527 sf NWL 902-ft WL3 Fill 8,712 sf Culvert Ditch Impact 4,491 sf Ditch Bank Figure 8 - Proposed Plan - Grading Sheet

7 WL4 WL3A 300 NWL = WL3B Ditch Conversion 3,475 sf 200 NWL = WL2 Excavation/ Restoration 154,527 sf NWL 902-ft 400 NWL = ,156 sf WL3 Fill 8,712 sf WL3 Culvert Ditch Impact Ditch Bank Figure 9 - Proposed Plan - Grading Sheet 12

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