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4.c Tiller Corporation C'EiVED NOV % 5 ?.iijl= File No. c) ( (f, CITY OF SC CATION FOR PLANNING AND ZONING REQUEST City of Scandia, Minnesota 14727 209th Street North, PO Box 128, Scandia, MN 55073 Phone 651/43 3-2274 Fax 651/43 3-51 12 Web http://,: Please read before completing: The City will not begin processing an application that is incomplete. Detailed submission requirements may be tound in the Scandia Development Code, available at the City office and Website ( ) and in the checklist forms for the particular type of application. Application fees are due at the time of application and are not refundable. 1. Property Location: (street ac/dress, if applicable) 22303 Manning Trail Scandia, MN 55073 2. Washington County Parcel ID: {07-032-20-)42-0001, 41-0001, 14-0001, 34-0002 (08-032-20-)33-0002; 32-0001, 24-0001, 34-0001, 33--000 3. Complete Legal Description: (attach if necessary) See Attachment 1 of Tiller Corporation Conditional Use Permit Application to the City of Scandia for Mining and Related Activities 4. Owner(s): Tiller Corporation Phone: (h) (b) 763 425-419.1 Street Address: P .O . Box 148 0 E-Mail: City' State: Maple Grove, MN Zip: 55311 5. Applicant/Contact Person: Phone: Applicant/ Tiller Corporation (b) 763 4 52 4191 Contact/ Michael Caron Nb) (c) 612 719-0259 Street Address (Mailing): P . O . Box 1480 E-Mail: mikec@tiller corp . com City/ State: Maple Grove, MN Zip: 55311 6. Requested Action(s): (check all that apply) Variance Minor Subdivision X Conditional Use Permit Planned Unit Development Interim Use Permit Preliminary Plat/ Major Subdivision Certificate of Compliance (Residential) Preliminary Plat/ Open Space Conservation Subdivision Certificate of Compliance (Commercial) Final Plat Map Amendment (Zoning or Comprehensive Plan) Permit Extension 1/5/2007 7. Brief Description of Request: (attach separate sheet if necessary) Continued operation of a sand & gravel mining operation and hot mix asphalt plant . See "Tiller Corporation Conditional Use Permit Application to the City of Scandia for Mining and Related Activities" . 8. Project Name: Tiller Corporation Sand & Grave]. Mining Operation I hereby apply for consideration of the above described request and declare that the information and materials submitted with this application are complete and accurate. I understand that applicants are required to reimburse the city for all out-of-pocket costs incurred for processing, reviewing and hearing the application. These costs shall include, but arc not limited to: publication and mailing of notices; review by the city's engineering, planning and other consultants; legal costs, and recording fees. An escrow deposit to cover these costs will be collected by the city at the time of application. Any balance remaining after review is complete will he refunded to the applicant No interest is paid on escrow deposits. PLEASE NOTE: If the fee owner is not the applicant, the applicant must provide written authorization by the fee owner in order for this application to be considered complete. Property Fee Owner Signature(s) Date: Steven D. Sauer , ///2&7o Vice President of Finance or Applicant Signature(s) Date: Michael Caron >" Director of Land Use Affairs For City Use Only 0 /Or PAO Application Fees: hUv 7L Parcel Search Fee: P i � 6` Escrow Deposit: `' " 1/5/2007 Larkin Ho an Larkin Hoffman Daly& Lindgren Ltd. AITORNEY5 1500 Wells Fargo Plaza 7900 Xerxes Avenue South Minneapolis, Minnesota 55431-1194 952-835-3800 952-896-3333 www,larkinhoffman,corn January 15, 2008 Steve Thorp Scandia Code Official " C IVED City of Scandia 14727 209th Street North JAN 1 6 ?OO Scandia, MN 55073 CITY OF SCANDIA Re: Environmental Review for Tiller Corporation Mining Facility Dear Mr. Thorp: This is a follow-up to the meeting you had with representatives of Tiller Corporation (Tiller) on January 8, 2008. Mike Caron from Tiller asked me to provide background information and history of the environmental review for this facility. This letter will discuss the environmental review conducted in connection with the initial conditional use permit for the Tiller Corporation Mining Facility project as well as the related studies of groundwater and surface water features. We also will present the status of the most recent environmental review for the current mining plan for Tiller's site. Along with this letter I enclose the environmental documents from the previous evaluations of the facility. From this it is clear that this facility has undergone extensive evaluation over a 20 year period. The original project scope was reviewed in 1987. when the project scope changed significantly in 1999 a subsequent EAW was done. Since 1999 the project scope remains substantially the same as that reviewed in 1999. Facility Background Tiller Corporation is the owner and operator of a decades old gravel pit and related facilities located in the City of Scandia. These facilities began in the early 1960s and were operated with minimal regulatory oversight prior to Tiller Corporation taking over these facilities in the mid 1980s. Since the adoption of modern aggregate extraction regulations by Washington County and New Scandia Township in the mid 1980's these facilities have been the subject of multiple permitting proceedings and environmental evaluations. Tiller Corporation operates its Scandia pit on 395 acres west of Lofton Avenue and east of Manning Trail in Sections 7 and 8 within the City of Scandia. On this property, Tiller's operations include mining and processing naturally occurring sand and gravel crushing and blending various natural and recycled materials to produce construction aggregates as well as producing bituminous pavement products. The initial mining plan for the facility was to remove the available marketable materials as market indicated with the expectation that the entire property would eventually be fully mined. Formal mining plans were developed for the 1987 permitting activities. With the advent of additional environmental regulations and increased Steve Thorp January 15, 2008 Page 2 attention to the facility resulting from a trend of increased numbers of residences in the vicinity, Tiller chose to develop an engineered comprehensive mining plan to be used as a guide to operations of the facility for the foreseeable future. These plans carefully considered adjacent land uses and on site topographical features (like wetlands) with a goal of defining the long term characteristics of the facility. The current operation continues to follow these plans. Environmental Review In 1987, the site was one of the first to be permitted by Washington County and went through its first environmental review. The result of that environmental review was a negative declaration on the need for an EIS with the conclusion that the project did not have the potential for significant effects. The facility again underwent environmental review after Tiller Corporation acquired additional property and reconfigured the operation to provide better performance for the facility and to facilitate compliance with federal, state and local regulations relating to air and water quality, land use, and protection of natural resources. Because of the extent of changes to the facility, a modified project again went through environmental review. An EAW was prepared dated September 30, 1999. The 1987 EAW The initial EAW prepared for this site in 1987 reviewed the historic mining and asphalt production on the original 217 acre site. At that time mining as planned for approximately 120 acres. The 1987 EAW anticipated mining below the water table to specified elevations from 870-890 feet. An end use plan was described including as a significant feature the creation of a 50 acre lake at the conclusion of mining. At the same time as the EAW, the County also commissioned Barr Engineering to perform an evaluation of whether there was any basis for concern that the mining could have any significant effects on the available water supply resources in the vicinity of the Project and to also evaluate whether there were any effects on German Lake from the establishment of a pond intersecting surface water. Barr produced its report, Study and Report on the Effects of the Expanded Development of the Barton Sand and Gravel Pit, New Scandia Township, Minnesota, October 9, 1987 (the "Barr Report"). Based upon this EAW and the Barr Report, the County made a negative declaration on the need for an EIS. The 1999 EAW Ten years later Tiller added other lands to the site and reconfigured the mining plan establishing new mining limits. The revised project would mine 155 acres of a 395 acre site. A new EA W was done for this revised project. The 1999 environmental review described the project being reviewed to include: "the mining and removal, crushing, screening, washing and stockpiling of aggregate, production of hot mix asphalt, and the recycling and stockpiling of concrete and asphalt products." The project was described in great detail describing how "overburden" is removed from new areas to be mined and is stockpiled and later used for reclamation on Steve Thorp January 15, 2008 Page 3 site. Aggregate is then excavated using front end loaders to be crushed, screened and stockpiled. Used asphalt and concrete are brought to the site for recycling. Add rock, that is not available on site, but needed to meet specifications for production of various products also brought to the site. The aggregate is processed into various products for the sale and distribution from the site." "The site is worked in phases. Initially the east phase is mined to a minimum elevation of 925. The final phase of mining will include the creation of a lake amenity which will enhance the final development of the site. Material will be removed to a depth of 30-40 feet below the water table over portions of the pit floor. Removal of material below the groundwater table will be done using a drag line." This subsequent EAW clearly considered the entire projected extent of the mining limits both horizontally and vertically and fully discussed the intersection of the groundwater as mining progressed lower on the site. This environinental review included re-considering the conclusions of the Barr Report described above. Thus it is clear that there has been significant environmental review of the facility in two EAW's. Both times the result was a negative declaration on the need for an EIS. The City's Ordinance The City of Scandia has adopted Ordinance 103 regulating mining. Section 5.4 of this ordinance provides as follows: "5.4 Environmental Review. A mandatory environmental assessment worksheet shall be required for development of a facility for the extraction or mining of sand, gravel, stone or other nonmetallic minerals which will excavate 40 or more acres of land to a mean depth of 10 feet or more during its existence. An environmental assessment worksheet shall be required for any operation in which mining is proposed below the groundwater level. The City shall be the responsible governmental unit for the preparation of an environmental assessment worksheet (Chapter M.S. [sic] [Minnesota Rules] 4410.4300, subp. 12.)." "5.6 Protection of Groundwater. The maximum depth of excavation shall be established so that groundwater quality and quantity are protected...." From this provision it is clear that the City is incorporating the state environmental review process into its procedures for the review of mining facility permits. Minnesota Rules Pt. 4410.0500, subp. 5 makes it clear that the City of Scandia as the governmental unit with the greatest responsibility for supervising or approving the mining permit, is the governmental unit for environmental review. Id at subp. 5. Steve Thorp January 15, 2008 Page 4 It is also important to review the provisions of Minnesota Rules Pt. 4410.4600, subp. 2. This rule provides that a project for which environmental review has already been completed is exempt from further environmental review. Here, the facility underwent an extensive environmental review process in 1988 and again conducted environmental review of the project in 1999. At both times the conclusion of the environmental review was that the project (including the full extent of mining proposed beneath water tables and to the current proposed mining limits) did not have the potential for significant environmental effects. Under Minnesota Rules, this proposed continuation of the existing project does not require further environmental review. Accordingly, under the City ordinance there has been environmental review of the Tiller Corporation Mine pro'ect including its interaction with groundwater. Thus no further enviry e t.1 r ie /is merited. V: r , / / ,g 4orsta,, for .rkir Hoffman Daly & Lindgren Ltd, cc: Mike Caron Enclosures 1156751 1 I I INovember 2007 I WFILLER it I TO THE CITY OF S A DIA I FOR MINING AND RELAT ACTIVITIES I I I I I I I k tl 1v,,,,,, ;}� L,rr«4,d 1. tiff` " s is ` Consulting Civil Engineers ISunde Engineering,PLLC, 10830 Nesbitt Avenue South e Bloomington,Minnesota 55437-3100 Phone: (952) 881-3344 e Fax: (952) 881-1913 e E-mail: info@sundecivil.com APPLICATION FOR CONDITIONAL USE PERMIT TILLER CORPORATION SAND AND GRAVEL MINING OPERATION CITY OF SCANDIA WASHINGTON COUNTY, MINNESOTA I. INTRODUCTION The following permit application is submitted on behalf of Tiller Corporation in compliance with the City of Scandia's Ordinance No. 103 and Chapter 4 of the Development Code: Mining and Related Activities Regulations adopted by the City of Scandia on August 28, 2007. Tiller Corporation owns and operates a gravel mining and processing operation within the City of Scandia. The site has been actively mined since at least 1966. Prior to the incorporation of Scandia in 2006, New Scandia Township and Washington County were the permitting authorities, first issuing permits in the late 1980's. Permitted activities include the removal and processing of aggregate, the production of hot- mix asphalt and the recycling of concrete and asphalt products. Final product is sold locally. The operation is located on approximately 395 acres, of which a total of 155 acres will be mined and reclaimed at the conclusion of the mining operation. Environmental review for the mining facility, in the form of an Environmental Assessment Worksheet (EAW), was completed in 1987 as part of the initial permitting process. A second EAW was completed in 1999 due to revisions to mining limits. Mining limits were revised by adding areas to be mined to the eastern side of the property and removing areas to be mined that were more environmentally sensitive on the western side of the property. The scope of operations and mining limits proposed in this permit application are consistent with the scope of operations and mining limits reviewed in the 1999 EAW. II. SITE INFORMATION 1. Name and address of operator and owner of the land: Tiller Corporation 7200 Hemlock Lane, Suite 200 P.O. Box 1480 Maple Grove, MN 55311-6480 2. An accurate legal description of where the mining shall occur: The legal description of the site is included as Attachment 1. 3. Names and addresses of adjacent property owners within IA mile of the perimeter of the area being or to be mined: A list of Tax Parcel Identification Numbers has been supplied to the City. The City will obtain a list of all property owners within a IA mile of the perimeter of the property from Washington County. 4. A narrative outlining the type of material to be excavated, mode of operation, estimate of amount of material to be removed, plans for blasting, estimated time to complete the removal, and other pertinent information to explain the request in detail: The mining operation includes removal of overburden, excavation of sand and gravel, crushing, washing, screening, stockpiling, recycling of concrete and asphalt products, the production of hot-mix asphalt and reclamation activities. The site usually operates on a seasonal basis from approximately mid April to mid November depending upon weather conditions. Plans included in this submittal illustrate the current status of mining activity, the locations of operations, phasing, proposed reclamation grades and potential restoration. Overburden is removed from areas to be mined and is stockpiled on site and later used for reclamation of completed phases. Aggregate is excavated above groundwater using front end loaders. A dragline or excavator will be used to excavate material within the groundwater. Processing consists of crushing, screening, washing and stockpiling. Recycling of concrete and asphalt occurs at the site and consists of crushing, screening and stockpiling. Some of the processed aggregate and recycled product is loaded on trucks using front end loaders, the trucks are weighed and the product is delivered to projects throughout the area. The balance of the processed aggregate and recycled product is used in a hot-mix asphalt plant which operates at the site. Front end loaders place specified aggregates into different cold feed bins. The aggregates are metered out of the bins onto a conveyor which delivers the aggregate into a rotating drum where they are blended together, heated and dried. Heated asphalt cement and recycled asphalt are mixed with the heated aggregate and conveyed into insulated overhead silos. Trucks drive under the silos to get loaded and weighed and then deliver the product to projects through out the area. 2 111 The asphalt plant is equipped with a baghouse air pollutant collection device and operates under a Minnesota Pollution Control Agency (MPCA) Air Emissions Permit. Fuel and asphalt cement are stored at the site. All storage tanks have secondary containment and are operated in compliance with MPCA regulations. An estimated 8 to 9 million cubic yards (cy) of aggregate reserves remain at the site. Based on previous activity, annual production at the site is 300,000 to 400,000 cy. Based on current production rates, the estimated life of the facility is about 20 to 30 years. However, the actual life of the site will be dependent upon future market demand. Blasting does not occur at this site. 5. Fee: The required application fee has been submitted to the City. 6. Survey indicating property boundaries : A survey of the site including property boundaries is included as Sheet Cl, Existing Conditions Plan. 7. Map of property indicating where mining is to occur and other significant features as required in Ordnance 103: Sheet C2, Site Plan, illustrates the site property lines, limits of proposed excavation, setbacks, and topographic data at two foot vertical intervals. Water courses, wetlands, wooded areas, rock outcrops, power transmission poles and lines, and other significant features are also shown. 8. General Location Map and aerial photo: A General Location Map, a 2005 Aerial Photo and a USGS Quad Map Excerpt, are included as Figures 1-3 respectively. These figures show the existing mining site in relation to the community. 9. Maps and Plans showing the following for the site and within 300 feet of the perimeter of the mine: A. Roads or streets showing all access routes between the property and the nearest arterial road, identifying name, right-of-way width and traveled portion width. 3 Main access routes to and from the site are County Road 15A (Manning Trail N.) and County Road 1 (Lofton Avenue). These are paved roads. The haul road off of Manning Trail N. is paved through the site to the hot-mix asphalt plant and loading area. The names, right-of-way widths, and traveled portion width of all adjacent roads are illustrated on Sheet Cl, Existing Conditions Plan. B. Easements Plan with widths and purpose. Easements, with widths and purpose are illustrated on Sheet Cl, Existing Conditions Plan. C. Natural land features showing locations of watercourses and drainageways, flood elevations, wetlands, sinks, basins and wooded areas. The locations of natural land features are illustrated on Sheet C2, Site Plan. D. Natural resources including other surface water, groundwater depth, flora, fauna, and any other natural features in the rural environment. The locations of natural land features are illustrated on Sheet Cl, Existing Conditions Plan. E. Manmade features such as buildings and other structures, dams, dikes, and impoundments of water. Man-made structures are indicated on Sheet C2, Site Plan. F. Adjacent land features with all of the requirements included above within 300 feet of the perimeter of the mine, and all platted subdivision lots, metes and bounds parcels, and homes within 1/4 mile of the property boundaries. Wells should include private/agriculture, industrial, municipal wells within 1/2 mile radius of the mine. Adjacent land features are shown on Sheet 02. Platted subdivision lots, metes and bounds parcels, and homes within 1/4 mile of the property boundaries are shown on Sheet Cl. All wells within 1/2 mile radius of the facility, which are on file at the Minnesota Department of Health's County Well Index, are indicated on Figure 4. 4 I 111 G. A minimum of 1 cross section for every 1000 feet running north/south and east/west, showing the extent of overburden, extent of sand and gravel deposits, the groundwater level, and any evidence of the groundwater level in the past. A series of six north/south and four east/west cross sections are included as Sheets C5-C9. These cross sections depict the existing elevation, overburden, final elevations, extent of deposit, and the elevation of the groundwater. Soil borings were completed as part of the original permitting process. The soil borings were used in developing the site cross sections. H. All processing areas and boundaries shown to scale. Processing areas are identified on Sheet 02, Site Plan. I. All access roads within the site to processing and mining Access areas s sshRoowadnsttoo thescale:p rocessing and mining areas are indicated Ion Sheet C2, Site Plan. J. Sequences or phases of operation showing approximate areas involved shown to scale and serially numbered with a description of each. There are essentially three phases remaining at the site. Mining will occur above the groundwater and into the groundwater concurrently in each of the remaining phases. Mining into the groundwater typically occurs once a mining facility begins to mature. A fairly large floor area is needed for a stockpile area, a processing area and an area to begin excavation into the groundwater. This facility has reached the stage where the floor area is large enough to accommodate mining into the groundwater. In addition, due to the variable nature of the aggregate deposit, it is necessary to mine above and below the groundwater concurrently in order to obtain the proper blend of aggregates. Each total phase ("a" and "b" inclusive) represents approximately five to ten years of mining activity depending upon aggregate quality and market demand. The sequence of operations showing the approximate areas involved in the various phases of the operation are indicated on the Phasing Plan, Sheet 04. 5 K. Location of screening berms shown to scale, and notes provided indicating when they will be used as reclamation material. In the same manner overburden storage areas must be identified and noted. The location of screening berms and overburden stockpile areas are indicated on Sheet C2, Site Plan. Currently, when overburden is being removed from a new area to be mined, every effort is being made to use that material in ongoing reclamation. The majority of the existing screening berms will be used in final reclamation. L. Fences and gates and their type or construction described and illustrated: Locking gates are indicated on Sheet C2, Site Plan. Three strand wire fence surrounds the majority of the site. Some areas of the site are not fenced due to topographic conditions and wetland areas. Locking metal gates are located at each of the site entrances. M. Proposed location of principal service or processing buildings or enclosures as well as locations of settling basins and process water ponds: There is a quality maintenance building (QM Lab) that is used for testing the hot mix asphalt, an equipment storage building used to store equipment and parts and a control building for the asphalt plant. A scale office is located above the QM Lab and is used for the asphalt plant and mining operation. There are no process water ponds located on site. There are no permanent sedimentation ponds for washing operations. These ponds are located near the portable wash plant when it is brought to the sight. When washing operations are complete, the silt in the sedimentation ponds is dried, blended with overburden materials and used for reclamation. The location of the buildings and enclosures are indicted on C2, Site Plan. N. Existing site drainage features and flow directions indicated. A plan for handling surface drainage during operation and after final reclamation, consistent with local surface water management plans. Surface water will be managed during active mining in accordance with the site's NPDES Stormwater Pollution Prevention Plan (SWPPP) and consistent with local surface 6 water management plans. This plan includes a number of best management practices (BMPs) which are incorporated into daily site operations. The BMPs have been designed and implemented to avoid untreated stormwater discharge from the site, minimize potential for erosion and sedimentation throughout the operation of the site and provide for site stabilization at the conclusion of mining activity. Erosion and sedimentation control practices used on site during active mining include silt fence, vegetated screening berms, stormwater sedimentation ponds, wetland buffers and dust control. Silt fence is placed as necessary along the limits of each mining phase in areas where topography does not accommodate internal surface water drainage next to sensitive areas. Screening berms around the perimeter of mining area are vegetated to reduce erosion and to help contain fugitive dust. A sedimentation basin is located on the floor of the mining operation to handle internal drainage. When needed, water from the sedimentation basin is pumped upland to a secondary sedimentation basin for additional treatment. Vegetative buffer strips are preserved around wetland areas. These buffer strips filter runoff and reduce the potential for sedimentation to occur within the wetland basins. Erosion and sedimentation control practices after final reclamation include achieving permanent stabilization of the site through proper reclamation design standards. After mining is completed, reclamation will be performed to restore the site to a stable condition, minimize the potential for erosion and allow for future development of the land. Reclamation will involve slope stabilization, seeding and mulching. The Reclamation Plan, Sheet 04, indicates proposed site elevations upon completion of restoration. Slope stabilization will be accomplished by backfilling and grading the side slopes to a maximum of 4:1 in upland areas. A minimum of four inches of loamy soils, suitable as topsoil, will be placed on the graded slopes. After topsoil has been placed, the slopes will be seeded and mulched to establish vegetation. Slopes around the water's edge will be 6:1 or less for a distance of 100 feet waterward. Upland will be planted with a mix of native trees, shrubs, grasses, flowers and groundcover. 7 O. A plan for groundwater quality protection to include a minimum of three soil borings showing depth to groundwater. Protection of the quantity and quality of groundwater resources is vital. Groundwater is a valuable resource that is used as the source of drinking water to area residents. Additionally, groundwater interacts with, and plays an important role in sustaining, several high value surface water resources within the region. Removal of aggregate into the groundwater and the creation of a groundwater lake was part of the overall plan for the site when it was initially permitted. Mining into the groundwater will take place for three to five months per year. The material is stockpiled and allowed to dry for a period before it is blended with the material above the groundwater and processed. An 1 area of three to four acres in size will be mined into the groundwater each year. Environmental review evaluating the potential for significant environmental impacts as a result of mining into the groundwater and creating the lake has been completed for the site. Two Environmental Assessment Worksheets for the project which included mining into the groundwater table have been completed. The EAW's for the site examined the potential for significant environmental effects. This included effects from mining that result in the creation of a groundwater lake. During this process, Washington County hired Barr Engineering Co. (Barr) to perform a hydrogeologic investigation of the impacts of mining into the groundwater. One of the components of the hydrogeologic study was to determine the immediate and long-term impacts of development of a 50 acre surface water feature on the surficial aquifer and on German Lake. The report indicated that the analysis used conservative values and neglected the water present in the soil voids. Estimated peak rate removal rates of 233 gallons per minute resulted in a predicted drawdown of 0.2 feet at German Lake. The report indicates that actual drawdowns would probably be less since excavation is not expected to occur constantly. The Barr report further determined that "the average withdrawal rate over a period of thirty years is equivalent to a pump removing 1.7 gallons per minute. Even if the entire pond area 8 were excavated in one year the pumping rate would be equivalent to 51.63 gallons per minute. It may be seen that the long term pumping rate will be far less than the peak rate analyzed above and that long-term effect of the pit expansion will be negligible". In the spring of 2006, the Washington County hired Barr to review and update their report. The 2006 Barr review reiterated that the "equivalent groundwater pumping rate caused by the withdrawal of gravel from below the water table would have a negligible long-term effect on the water table." (emphasis added) Soil borings have been drilled on the site and used for the purposes of defining subsurface conditions at the site, including four borings that extended into the groundwater table. Past hydrogeologic investigations have been completed at the site and provide additional groundwater data information within the mining area. A production well located on site yields additional groundwater elevation information. Figure 5 illustrates the locations of these wells/piezometers and soil borings. The mining operation is located in an area characterized by the prevalence of very granular, permeable and non-reactive soils with very low filtering capacity typical of sand and gravel deposits. These characteristics however, are associated with a high sensitivity to groundwater contamination. If contaminants are introduced into the soil column, groundwater may be impacted within a very short time frame. There are a number of site BMPs and technologies available that are discussed below which eliminate or reduce the potential of introduction of contaminant sources into the soils. Groundwater Protection Plan • Elimination of industrial wastewater discharges associated with the asphalt plant. The asphalt plant is currently equipped with a baghouse to reduce air emissions. No water is used in the operation of the asphalt plant. • Limited equipment maintenance is performed on-site and follows company spill prevention policies. • A service truck comes to the site to perform routine maintenance. All used lubricating oil is collected by facility I personnel and hauled off-site to a central collection point (waste oil is not classified as hazardous waste). The service truck 111 carries a spill containment kit. • All storage tanks are above ground and have secondary containment. Secondary containment consists of an impermeable concrete enclosure with a concrete base. The portion of the containment area with the used oil and fuel tanks also has an impermeable membrane on top of the concrete. In the event of a tank failure the secondary containment prevents the release of petroleum products to the environment. • A Spill Prevention Control and Counter Measures Plan (SPCC Plan) has been prepared for the site. This plan documents procedures to be followed in the event of a spill or release at the site. Company policy regarding spills is that any spill of oil, gasoline, diesel fuel, lubricant, or asphaltic cement is to be reported to Paul Schultz P.G., Tiller's Land Use Coordinator, and cleaned up promptly. Any spills of 5 gallons or more of petroleum products or any volume of hazardous materials are reported to the state duty officer as required by applicable state statutes and regulations (Minn. Stat. 299K) • Topping off tanks of any kind is not allowed under company procedures. All transport piping is above ground and tanks are equipped with audible electronic alarms to prevent over filling. Warning signs and chock blocks are used to prevent premature vehicle departure. • Availability of spill cleanup equipment on-site including equipment to excavate and remove impacted soils in an expedited fashion, as well as fire fighting extinguishers, absorbent pads, spill blocker dikes, empty barrels, rags and shovels. Protective measures in addition to those outlined in the preceding section, have been adopted as part of extraction into the groundwater. They include: • Stormwater routing to prevent untreated stormwater runoff from entering the groundwater lake. • Berming and/or diversion of agricultural runoff from the mining area. I • Surface water monitoring and expansion of groundwater monitoring network. Measures to protect groundwater quality will be incorporated into final site design once final development has been determined. These will involve a variety of best management practices, including stormwater treatment, erosion control and vegetative filter strips. P. All mining operations must install one monitoring well. If the proposed mining operation will appropriate groundwater for 111 use in mining operations, the operator shall install not less than one monitoring well down gradient of the mining operation. If the proposed mining operation will include mining into the groundwater table, not less than two monitoring wells shall be installed one up-gradient and one down-gradient of the mine. Groundwater Monitoring Plan Groundwater monitoring is conducted on an annual basis at the site. Currently the three on-site wells are monitored for Diesel Range Organics (DRO) on an annual basis. Samples are collected from the production well, the potable well that supplies the scale house, and from an on-site piezometerl installed during a previous groundwater study. Figure 5 illustrates the location of the monitoring points with respect to the mining operation. The elevation of the groundwater table and flow direction is also indicated on this figure. In the past, results of the water analysis were sent to the County and Township on an annual basis. In the future, monitoring results will be submitted to the City of Scandia. Upon issuance of the permit, monitoring will be conducted according to the following schedule: Well ID Parameter Frequency Scale House DRO Annual Production Well DRO Annual PZ-3 DRO Annual Production Well Water Level Spring/Fall PZ-3 Water Level Spring/Fall Two of the three piezometers installed during the groundwater study have been removed. P2 was removed to allow restoration of the northern 40 acres of the site. P1 was removed because it was located in an operational area. P3 continues to be sampled annually. I 1 1 The monitoring well network will be expanded prior to mining activity into the groundwater. Three additional monitoring wells will be installed for the purposes of monitoring groundwater quality and quantity. These three monitoring points, in conjunction with the existing piezometer PZ-3 and the production well, will be used to record water levels twice a year during the spring and fall. One monitoring well, PZ-4, will be installed upgradient of the mining activity in the southeastern portion of the site. This well will help define the regional water table elevation in the southern portion of the site and provide background water quality information. Another well, PZ-5, will be installed in the western portion of the site, between the active mining limits and German Lake. This well will help define the regional water table in the western portion of the site and monitor fluctuations if any in the groundwater table associated with the mining activity. The last well, PZ6, will be located downgradient of the waterbody that will be created as a result of mining into the groundwater table. The well will also be located downgradient of the existing plant somewhere in the very northern portion of the site. The exact location of this well will be determined after the installation of PZ-4 and PZ-5 so that water levels from these two wells and PZ-3 and the production well can be utilized to select a location that is most representative of downgradient conditions. It is possible that PZ-3 may be used as the downgradient well. 1 In addition to obtaining water level data from these wells, PZ-4 and PZ-6, the upgradient and downgradient wells will serve as water quality monitoring points for the purposes of tracking water quality in the lake and the groundwater. These wells will be sampled annually in conjunction with the lake water quality sampling episodes for nutrients (nitrogen and phosphorous), total suspended solids and DRO. The general locations of the monitoring wells are indicated on Figure 5. Wells PZ4, PZ5 and PZ6 will be installed prior to mining into the water table so at least one round of sampling can be taken to establish a baseline. Once the additional wells have been installed, the sampling schedule will be as outlined in the table below. Spring sampling will occur sometime within late April —May. Fall sampling will occur sometime within September— early October. Annual sampling will occur during the active mining season. 12 I I Well ID Parameter Frequency IScale House DRO Annual Production Well DRO Annual I PZ-3 PZ-4 DRO DRO Annual Annual PZ-6 DRO Annual I Water Body Production Well DRO Annual Water Level Spring/Fall PZ-3 Water Level Spring/Fall I PZ-4 Water Level Water Level Spring/Fall PZ-5 Spring/Fall PZ-6 Water Level Spring/Fall I PZ-4 PZ-6 Nitrogen/PhosphorousiTSS Annual Nitrogen/Phosphorous/I-SS Annual Water Body Nitrogen/Phosphorous/TSS Annual conjunction iomupnlicritgrn withesuI the a tswillbnensuuabl report. mittl The tot results the City willa bnae ienrneuvalwbead tosisin I o obtain a picture of the water quality coming into the lake, at the lake, and leaving the lake. The report will include previous years' I data and will be in a spreadsheet or graph form to facilitate identifying trends in water quality. IResults will be reviewed for any indication of impacts to water quality or quantity as a result of mining. It should be noted that fluctuations in groundwater levels can be expected in response to Iclimatic conditions. Therefore, a review of surrounding observation wells finished in the same aquifer will be made to help evaluate the observations and correlate any trends seen in the facility's water Ilevels with regional trends. Q. If lighting is proposed, a plan for lighting the area must be Iprovided. The plan must comply with all City ordinances pertaining to lighting. ISecurity lighting is provided around the quality control building and hot-mix asphalt plant. As daylight hours grow shorter in the fall of I the year, lighting is provided for the hot- mix asphalt plant and the crushing and screening operations. The lighting structures are on the floor of the pit and the lights are hooded and directed Idownwards R. Reclamation plan in conformance with Section 8. I 13 I The Reclamation Plan, Sheet 04 is a graphic representation of reclamation activities. • Intent: The intent of reclamation activities covered in this section is to restore the site to a stable condition, minimize the potential for erosion and allow for future development of the land. I . Methods and processes of reclamation: Reclamation will involve slope stabilization, seeding and mulching. Slope stabilization will be accomplished by backfilling and grading the side slopes to a maximum of 4:1 . A minimum of four inches of loamy soils, suitable as topsoil, will be placed on the graded slopes. After topsoil has been placed, the slopes will be seeded and mulched to establish vegetation. • Initial condition of mining site: The site was an existing mining Ioperation when Tiller Corporation began operating this facility. • Limits of various operational areas: The operational areas are indicated on the Site Plan, Sheet 02. I . Phasing and timing of operations and reclamation including areas to be stripped of overburden. Phasing of mining operations is included on the Phasing Plan Sheet 04. Some reclamation activity has been completed. These areas are illustrated on the Site Plan, Sheet 2. Reclamation of sideslopes will continue as mining progresses around the perimeter of the excavation limits. • Final Condition of the site, including proposed contours and landscaping: The Mining and Reclamation Plan, Sheet 03, indicates proposed site elevations upon completion of restoration. • Relation of final site condition to adjoining land forms and drainage features within IA mile. Reclamation of the site will result in a groundwater lake with open space around the lake, a substantial wooded area with isolated wetland basins in the western and southeastern portions of the site and upland areas in the eastern and northeastern portions of the site. I . Relation of reclaimed site to planned or established uses of surrounding land: The land is designated general rural/agriculture with 4/40 densities. Surrounding land use is similarly guided. Established land uses are agricultural and rural residential in nature. 14 • A plan for maintenance of reclaimed area: See Mining and Reclamation Plan, Sheet 03. • A detailed cost estimate of reclamation and maintenance: Reclamation costs for the area currently opened to mining activity as well as the projected next five year phase are outlined below. A portion of Phase 1 will involve the creation of a water body and will not require topsoil and vegetation. The area where mining into the groundwater is to occur is currently disturbed therefore the numbers below are conservative. Final Grading: Placement of 4" topsoil from on-site stockpiles; 96 acres: 51,627cy at $ 1.00/cy $51,627 Finish grading of disturbed area; 96 acres: 96 acres at $1,000/acre $96,000 Seeding and Mulching 96 acres at $600/acre $57,600 Total reclamation costs; $205,227 Reclamation will proceed concurrently with mining operations. Reclamation activities which take place during the past mining season as well as reclamation activities planned for the subsequent mining season will be discussed in each annual report. Reclamation standards as included in Ordinance No. 103 Section 8.3-8.8 will be followed. S. If blasting is proposed as part of the mining operations, the operator must indicate frequency, timing, size, duration and develop a blasting plan: Blasting is not performed at this site. T. A description of any processing operations including washing crushing, recycling and bituminous plants and concrete ready- mix plants. 15 Aggregate is excavated above groundwater using front end loaders. A dragline or excavator is used to excavate aggregate within the groundwater. Processing at the site generally includes crushing, screening, washing, sorting and stockpiling of aggregate, recycling of concrete and asphalt by crushing, screening and stockpiling and the production of hot-mix asphalt. A hot-mix asphalt plant operates at the site. Front end loaders place specified aggregates into different cold feed bins. The aggregates are metered out of the bins onto a conveyor which delivers them into a rotating drum where the aggregates are blended together, heated and dried. Heated asphalt cement and recyclable asphalt are mixed with the heated aggregate and conveyed into insulated overhead silos. The asphalt plant operates under MPCA Air Emission Permit Number 00001987-001 (AQD File Number 1394A). The asphalt plant is equipped with a baghouse air pollutant collection device. The mining and aggregate processing, recycling and hot-mix asphalt production activities all operate in compliance with applicable Federal and State standards and the operating standards of Ordinance No. 103. III. OPERATING CONDITIONS 1. Setbacks: Mining, stockpiling or land disturbance activities, with the exception of berming and visual screening, will be setback 50 feet from an adjoining property line, 200 feet from an occupied structure, 100 feet from any contiguous property subdivided into residential lots of 5 acres or less, and 100 feet from any road right-of-way. As shown in the attached plan set, the setback along the common mining boundary to the south will be 0'. 2. Fencing: The entire site is fenced with 3 strand wire fencing except where prohibited due to topography and wetlands. There are locking metal gates at both entrances to the site. 3. Hours of operation: The site is operated from 7:00 a.m. to 7:00 p.m. Monday through Friday except holidays. Extended hours may be required periodically for situations such as emergencies, accelerated work 16 schedules or weather delays. If operations are required beyond the 7:00 a.m. to 7:00 p.m. hours, or on Saturdays, Sundays or holidays, prior permission will be obtained from the City of Scandia in accordance with procedures set forth in Ordinance No. 103. 4. Screening: The site is operated in a manner to minimize the visual impact of the extraction and processing area on surrounding properties. In addition to the wooded buffer areas that separate the mining activity from surrounding properties, a large number of trees have been planted in the past to screen site activities. Processing and stockpiling operations are conducted in recessed portions of the site to minimize visibility. Established screening berms are shown on Site Plan, Sheet C2. 5. Dust control: Dust is generated by crushing and screening equipment, excavation and loading equipment, and vehicular movement. Vehicular dust generation is minimized by paved access roads. Processing areas are located at elevations lower than the surrounding terrain in order to minimize windborne dust leaving the site. A water truck is used to water unpaved portions of the site. The sand and gravel activities at the site operate under General Air NEmoisises:ion Permit Number 05301018-001 , which is issued by MPCA. 6. Noise is generated from processing activities, loading processes, and vehicular movement. Noise is minimized by conducting processing activities within the interior of the site at elevations lower than the surrounding lands. All activities are conducted so as to be in accordance with all Federal, State and County noise standards. 7. Depth of excavation: Depth of excavation will be limited by the practical limits of the equipment which is 45 feet below the water table or approximately 870 feet above mean sea level. 8. Site clearance: Trees, stumps, roots and other vegetative material removed during site clearance or other activities will be disposed of by logging and/or chipping. Logged material will be used for lumber or 17 I firewood. Chipped material will be used as mulch, bio-fuel at approved facilities, erosion control devices or other approved utilizations. 9. Appearance/condition: All buildings, plants and equipment at the site will be maintained in a neat condition. Weeds and other unsightly or noxious vegetation shall be controlled as necessary to preserve the appearance of the reclaimed areas. 10. Sanitary Facilities: The scale area is served by an individual sewage treatment system. Portable sanitary facilities are provided in the operating areas as required by the Mine Safety and Health Administration. 11. Waste Disposal: Any waste generated from the operation shall be disposed of in accordance with Federal, State and County requirements. 12. Water Quality Monitoring: See Sections II. 0 and II. P. 13. Fuel and Chemical Storage: All fuel and chemicals stored on site are stored in accordance with Federal and State standards. On-site fuel storage consists of a 1,000- gallon above-ground storage tank which is located within a concrete secondary containment area. When production equipment is present, an additional 1,000-gallon double walled tank is brought to the site and used to fuel processing equipment. All asphalt cement storage tanks are above-ground. These tanks consist of two 40,000 gallon tanks and one 20,000 gallon tank. There is also a 20,000 gallon above-ground used oil storage tank. The used oil is used as an alternative fuel supply for the asphalt plant. All tanks are within the secondary containment area and are registered with MPCA's Storage Tank Program. MPCA Site ID 51999 is for the asphalt plant and MPCA Site ID 55016 is for the sand and gravel operation. Small amounts of chemicals utilized by the QM Lab are regulated by Washington County under United States Environmental 18 Protection Agency (EPA) rules. EPA ID Number MND 981 953 417 has been issued for the site and it is classified as a Very Small Quantity Generator. The site has obtained a National Pollutant Discharge Elimination System (NPDES) Permit as required by EPA and issued by MPCA. This permit requires that the site operates under the associated Stormwater Pollution Prevention (SPP) Plan. A copy of the NPDES Permit and SPP Plan will be supplied to the City 14. Contingency Response Plan: As stated previously, the site operates under a SPCC Plan. SPCC Plan. This is required by EPA regulations and Tiller will submit necessary portions of the SPCC Plan to the City and the City's fire department. In addition, the site is subject to reporting requirements under the Emergency Planning and Community Right-to-Know Act (EPCRA), also known as Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA). These Acts are administered by Minnesota Emergency Response Commission (ERC) which is part of Minnesota Homeland Security and Emergency Management, a division of Minnesota Department of Public Safety. The site's ERC ID Number is 82-125-0001. The required reporting under EPCRA and SARA includes submitting a Tier II Chemical Inventory to the City's fire department. This is done on an annual basis. 15. Added Provisions: The operator will comply with other such reasonable requirements that the City may find necessary to adopt for the protection of health, safety and welfare and/or prevention of nuisance. 16. Processing: The site operates permanent processing equipment in accordance with all Federal State and City air and water quality and noise standards. Processing equipment is screened from view from other I properties and adjacent roads. Crushing equipment is placed on the floor of the facility and setbacks per Ordinance No. 103 are maintained between the processing equipment and the property lines. 19 17. Recycling: Recycling at the facility will meet all applicable standards contained in Section 7.1 (1) of Ordinance No, 103. The estimated volume of materials recycled on an annual basis is approximately 50,000cy asphalt and 25,000cy concrete. The stockpile of material to be recycled will not exceed the volume of material that can be processed in two consecutive operating seasons. I18. Trucking Operations: The site has access to County Road 15 (Manning Trail) and County Road 1 (Lofton Avenue). These are paved 9 ton roads. The haul road off of Manning Trail is paved through the site to the hot-mix asphalt plant and loading area. Trucks are loaded so as to comply with state law. Loose material is cleaned from the trucks and tires before the leaving the facility. 19. Asphalt Plants and Ready-mix plants: The site operates a permanent hot-mix asphalt plant and the plant was in operation at the time the City adopted its mining ordinance. Therefore the plant may expand in the future subject to the setbacks set forth in Section 7.1(1) of Ordinance No. 103. The plant operates in accordance with all Federal, State, and City air, water and noise quality standards. The site operates under an air quality permit issued by the Minnesota Pollution Control Agency. IV. CERTIFICATION I I certify that the plans, specifications or reports for the above described facility were prepared by me or under my direct supervision and that I am a duly Registered Professi al Engineer under the laws of the r Stat in nesot.a7- rsten Pauly Date: November 21, 2007 Reg. No. 21842 20 ATTACHMENT 1 LEGAL DESCRIPTION Legal Description for New Scandia Mining Site Section 1. The Southeast 1/4 of Section 7, in Township 32 North, of Range 20 West; and that part of the Southwest 1/4 of the Southwest 1/4 of Section 8, in Township 32 North, of Range 20 West, described as follows: Commencing at a point in the North line of said Southwest 1/4 of the Southwest 1/4 of said Section 8, 22 rods East of the Northwest corner thereof, thence West along said North line to the Northwest corner of said Southwest 1/4 of the Southwest 1/4, thence South along the West line of said Southwest 1/4 of Southwest 1/4 to the Southwest corner thereof, thence East along the South line of said Southwest 1/4 of the Southwest 1/4 a distance of 42 rods to a point, thence Northwesterly in a straight line to the point of beginning; and also a strip of land 2 rods wide on the North side of said Southwest 1/4 of the Southwest 1/4, commencing 22 rods East of the Northwest corner thereof and extending to the Northeast corner thereof. That part of the South Half of the Northeast Quarter of Section 7, Township 32 North, Range 20 West, Washington County, Minnesota, described as follows: Commencing at the Northwest corner of said South Half; thence Easterly along the North line of said South Half a distance of 1223.40 feet to the point of beginning; thence Southerly, parallel with the West line of said South Half, a distance of 1319.60 feet to the South line of said South Half; thence Easterly along said South line a distance of 1423.65 feet to the Southeast corner of said South Half; thence Northerly along the East line of said South Half a distance of 1317.76 feet to the Northeast corner of said South Half; thence Westerly along the North line of said South Half a distance of 1422.96 feet to the point of beginning. Subject to 228th Street North along North line. Section 2. That part of the Southeast Quarter of the Southwest Quarter and of the South Half of the Northeast Quarter of the Southwest Quarter of Section 7, Township 32, Range 20, Washington County, Minnesota lying easterly of the centerline of County Road 15A as said centerline is described in Book 312 of Deeds on pages 19 and 20. I ' Subject to County Road 15A. Subject to easements of record. ' Section 3. ' The North One-Half of the Southwest Quarter (N 1/2 of SW 1/4) and the Southeast Quarter of the Northwest Quarter (SE 1/4 of NW 1/4) all in Section 8, Township 32, Range 20. Except: All that part of the Northeast Quarter of the Southwest Quarter (NE 1/4 ' of SW 1/4) of Section 8, Township 32, Range 20, Washington County, Minnesota lying East of the centerline of County State Aid Highway No. 1 (Lofton Avenue). Section 4. That part of the Southeast Quarter of the Southwest Quarter (SE 1/4 of SW 1/4) of Section 8, Township 32, Range 20 lying West of the public highway as the same now runs over and across said tract, except the North 2 rods thereof; and that part of the Southwest Quarter of the Southwest Quarter (SW 1/4 of SW 1/4) of Section 8, Township 32, Range 20 described as follows, to wit: ' Beginning 22 rods East of the Northwest corner of said Southwest Quarter of Southwest Quarter (SW 1/4 of SW 1/4); thence Southeasterly in a straight line to a point 42 rods East of the Southwest corner of said Southwest Quarter of Southwest Quarter (SW 1/4 of SW 1/4); thence East to the Southeast corner of said Southwest Quarter of Southwest Quarter (SW 1/4 of SW 1/4), thence North to ' the Northeast corner of said Southwest Quarter of Southwest Quarter (SW 1/4 of SW 1/4), thence West to the point of beginning, except the North 2 rods thereof, said tract. Except: That part of the North 320.00 feet of the South 620.00 of the Southeast Quarter of the Southwest Quarter of Section 8, Township 32, Range 20, ' Washington County, Minnesota, lying Westerly of the center line of County State Aid Highway No. 1, as the same is now laid out and traveled, said center line is described as follows: ' Beginning at a point on the South line thereof distant 37.30 feet Westerly of the Southeast corner thereof (for the purposes of this description, the South line of ' said Southeast Quarter of the Southwest Quarter is assumed to bear South 89 degrees 38 minutes 18 seconds West); thence Northerly along a curve concave ' to the West, having a radius of 2864.81 feet and a central angle of 7 degrees 12 minutes 48 seconds, a distance of 360.67 feet, the chord of said curve bears North 14 degrees 39 minutes 10 seconds West; thence North 18 degrees 15 1 minutes 34 seconds West, tangent to said curve, a distance of 282.59 feet; thence Northerly along a tangential curve, concave to the East, having a radius of 1980.97 feet and a central angle of 20 degrees 29 minutes 54 seconds, a distance of 708.72 feet to the North line of said Southeast Quarter of the Southwest Quarter, and there terminating. And lying Easterly of the following described line: Commencing at the Southwest corner of said Section 8; thence Easterly along the South line of said Section 8, a distance of 1714.61 feet to the point of beginning of the line to be described; thence Northeasterly, deflecting to the left 83 degrees 54 minutes 52 seconds, a distance of 623.51 feet to the North line of the South 620.00 feet of said Southeast Quarter of the Southwest Quarter, and there terminating. Also except: That part of the Southeast Quarter of the Southwest Quarter of Section 8, Township 32 N, Range 20 W, described as follows: Commencing at the Southwest corner of said Section 8, thence Easterly along the South line of Section 8 a distance of 1714.61 feet which is the point of beginning of this description; thence Northeasterly deflecting to the left 83 degrees 54 minutes 52 seconds a distance of 301.70 feet to the North line of the South 100 feet of the Southeast Quarter of the Southwest Quarter of Section 8; thence Easterly along said North line a distance of 757 feet, more or less, to the center line of County State Aid Highway No. 1; thence Southeasterly along said center line a distance of 305 feet, more or less, to the South line of Section 8, thence Westerly along said South line a distance of 862 feet, more or less, to the point of beginning, according to the United States Government Survey thereof and situate in Washington County, Minnesota. 1 1 • GENERAL FOREST SCANDIA PROJECT LAKE LOCATION ' HUGO MAY i GRANT STILLWATER ' MAHTOMEDI 1 � BAYTOWN - LAKE OAKDALE ELMO WEST LAKELAND WOODBURY AFTON 1 GREY CLOUD ' ISLAND COTTAGE DENMARK GROVE WASH I NG TON COUNTY ' GENERAL LOCATION MAP FIGURE I i Ab,,,,:,,z." i44;,gam C, :,4t ',rA q 4iv4,AAr,: i . a, • e", , i, „ } „, ',04„,„ d'0 •4 a, . ,i '; 4. * +r '',, tT Yt',°;;"9 p L i Ae i s a ` '' ';` fi' ` `�,t`, °•�:` '''' ` • „nit t L +,,� ,a .. ,P „aC t�r" ii gz'�,(...,,4','. ?' ;'''4'44 hi`' ''" r ,¢ '4:*4•11\`6 'iv;. , 6 0.• '4,4,06 k 'i ''S. :',,.rt d>.:.. 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