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CAS-09_PLANNING CASE NO. 2020-09MCES USE: Letter Reference: 200401A6 Address ID: 734526 Payment ID: 432359 Date of Determination: 04/01/20 Greetings! Please see the determination below. Determination Expiration:04/01/22 Project Name: Hemp Acres Project Address: 2100 Stoughton Avenue Suite #/Campus: 100 / River Valley Industrial Center City Name: Chanhassen Applicant: Phillip Johnson, Cornerstone Investors Special Notes: None Charge Calculation: Warehouse: 49,127 sq. ft. @ 6950 sq. ft. / SAC= 7.07 Process Discharge: 250 gallons / day @ 274 gallons / SAC = 0.91 Total Charge: 7.98 Credit Calculation: Warehouse (Grandparent 1958): Total Credit: L_Q7 Net SAC: 0.91 = 49,127 sq. ft. @ 6950 sq. ft. / SAC = 7.07 1 SAC Due The business information was provided to MCES by the applicant at this time. It is the City's responsibility to substantiate the business use and size at the time of the final inspection. If there is a change in use or size, a redetermination will need to be made. If you have any questions email me at: toni.]anzie@metc.state.mn.us. Thank you, Toni Janzig SAC Technician Please visit our SAC website by going to: http://www.metrocouncil.org/SACL)rogram METROPOLITAN C 0 U N C I L >sm:oPo 0 0 0 _® 0 0 0 M. 0 a« i d > e - OFF. OFF W I66 . _ z �•• - rouxr n6w a83 PoVFR VNLLY PILH65 mfIR ro 0 w M' w w IV ` cmmN SFN, YN .m<w....-o.a�an.. iqI RUYYIL MID ao ® WIMaFlf R6FR910E WWALIWA . ENGINEERED L TRANSPORTATION EQUIPMENT June 29, 2020 To Whom It May Concern: Walinga is a Canadian manufacturer of pneumatic conveying systems, and one of the systems we offer is our Agri -Vac 5614. It is our understanding that in this particular application, this unit would be driven by an electric motor and will be unloading commodities from trucks/trailers and conveying it into storage bins/silos. Based on the information above, the estimated sound level of the Agri -Vac 5614 is 85 dba at 10' away in an open area. The conveying material passing through this unit will likely increase the sound level emissions to 90 dba. Please note that these sound level emissions are estimated only, and may vary depending on the operating environment. If you have any questions, please do not hesitate to contact Henry Breukelman at henry.breukelman@walinga.com. %*"IJW 1W. Leadership in Engineered Transportation Equipment Since 1954 HEAD OFFICE: 938 Glengarry Cres. Box 1790 5656 Highway North Fergus, ON 703rd Ave., N.E. Guelph, ON. N1M 2w7 Carman, MB Canada N1H 6,12 Tel: (519) 787-8227 Canada ROG OJO Tel: (519) 824-8520 Fax: (519) 787-8210 Tel:(204)745-2951 Fax: (519) 824-5651 Fax: (204)745-6309 ►V% hot W" Str*A f W rymVhDrH oicrwctra _ c ut=, o onpor at t r , K loud redo v1" J No f pam aactco Soft redo rrrx in hm,or: m : =,, sue. Very noisy Loud ;,.pea"'' l/."•. :. ijary0amkmvmo ' ffi dR uMw eposm aeon vWA so dew. mooa.aG %OA 7S Moderate to quiet Faint I.,.i"" Zt:.i3i Threshold of hewing Dust collector Products: Cold Pressed Hemp Seeds Page 1 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Selected Sections of a HACCP Plan For Cold Pressed Hemp Seeds Reviewed by: Plant Manger Date: SCNA ={J Products: Cold Pressed Hemp Seeds Page 2 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Table of Contents CompanyOverview................................................................................................................................. 3 ProductDescription.................................................................................................................................4 ProductDescription..................................................................................................................................5 FlowDiagram.......................................................................................................................................... 6 ProcessNarrative....................................................................................................................................7 Ingredients and Packaging Material.....................................................................................................7 ReceiveHemp Grain............................................................................................................................7 ReceivePackaging.. ............................................................................................................................. 7 StoreHemp Grain................................................................................................................................7 StorePackaging...................................................................................................................................7 CleanHemp Grain................................................................................................................................7 Auger Clean Grain from Outdoor Hopperto Indoor Hopper.................................................................7 KK40Screw Pressing............................................................................................................................8 HempSeed Oil.....................................................................................................................................8 Filtering/Pump....................................................................................................................................8 Filling (5-gallon pails, 55-gallon drum)..................................................................................................8 Store. Ship...........................................................................................................................................8 HempSeed Cake..................................................................................................................................8 Milling.................................................................................................................................................9 Sifting.................................................................................................................................................. 9 MetalDetection..................................................................................................................................9 55-Gallon Drum.......................................................................................................................................9 Filling(201b sacs).................................................................................................................................9 Store, Ship...........................................................................................................................................9 HazardAnalysis.....................................................................................................................................10 ProcessPreventative Control.................................................................................................................15 AllergenPreventive Controls.................................................................................................................15 Ingredient Allergen Identification......................................................................................................15 Production Line Allergen Assessment................................................................................................16 Products: Cold Pressed Hemp Seeds Page 3 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Scheduling Implications: ......................................... Allergen Cleaning Implications: (Required) .............. Sanitation Preventive Controls ................................... Zoning and Related GMP Controls .......................... Cleaning and Sanitation .......................................... Microbiological Verification of Sanitation Practices. Supply -chain -applied Preventive Controls Program .... Company Overview Hemp Acres is a small processing facility that makes a variety of consumable products from locally grown industrial hemp seeds and flower. The manufacturing process begins by cleaning the grain of any foreign seeds and debris to a level of 99.9% pure hemp seed. Once clean, the grain is then fed into a screw press, where the oil is extruded from the hemp seed. The grain being fed through the press exceeds 140°F, ensuring a kill step. After passing through the press, the oil separates from the seed, collected and passes through a filtration process. The hemp meal (cake) is milled and sifted to collect the protein powder. • Seed Cleaning (described in this plan) • Hemp Seed Oil (described in this plan) • Hemp Protein Powder (described in this plan) The hemp seed oil and protein powder are made 5 days a week in one 5-hour production shift, followed by 3 hours of sanitation. Dry cleaning is used in production area, with select pieces of equipment being cleaned in a three -compartment sink, or sanitized and washed down in place. Water is treated and tested per EPA requirements by the county. An integrated pest control program is also in place. Products: Cold Pressed Hemp Seeds Page 4 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Product Description Product Name Hemp Seed oil Product Description, Including Important Food This product is a ready to eat oil, bottled in 12floz Safety Characteristics glass amber bottles, 1-gallon jugs, 5-gallon pals, or 55-gallon drums. During the filtering process diatomaceous earth and bleaching clays are added to filter and refined for a more stable product shelf life. Ingredients Hemp Seed Packaging Used Glass, 12floz individual retail package with label Plastic, food grade 1-gallon, 5-gallon pail, 55- gallon food grade drum. Intended Use Ready to eat oil, bulk blending oil, cosmetic oil Intended Consumers General consumption, topical applications Shelf Life 18 months Labeling Instructions None Storage and Distribution Ambient, not to exceed 90°F, Keep refrigerated upon opening Approved: Date: Signature: Print Name: Products: Cold Pressed Hemp Seeds Page 6 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Flow Diagram Receive Packaging Receive hemp grain Gray area indicates primary pathogen control area Store Packaging I I Store grain in 4000 bu. Hopper Clean grain to 99.9% pure with air screener and gravity table, filling smaller hopper Auger clean grain from outside hopper to inside hopper Hemp Seed Cake KK40 grain screw press Hemp Seed Oil +140°F Cake falls in trough and Oil falls into trough and into augured into cake hopper 1" Mixing Tank Pump/Filter Cake is augured up to mill Milling Sifting 2ntl Mixing Tank vcr v Metal detection 1-micron filter 55-galllon food bucket I Filling, 25lb-501b sacs I Store,ship Products: Cold Pressed Hemp Seeds Page 7 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Process Narrative Ingredients and Packaging Material Processing material is purchased from local farmers and delivered on site by farmer. Supplierthat provide hemp grain have had their grain load sampled for microbial content by Minnesota Valley Testing Labs. Each delivery is administered a lot number to ensure traceability to the source of grain. Packaging material are purchased from an approved supplier that complies with internationally recognized food safety and quality systems. Receive Hemp Grain Hemp Grain — Received by the semi -load. Unloading of the hemp grain is transferred from the semi -truck via Hemp Acres grain vacuum, and blown into 4000bu. Hopper bin. A lot number is assigned with each delivery and a copy is given to both Hemp Acres and the deliverer. Receive Packaging Bags and bottles are delivered in bulk to the facility. Suppliers provide a certificate of conformance that packaging materials and inks meet food safety and regulatory requirements. Store Hemp Grain Ingredients are comprised only of raw hemp seed. Once processed the ingredients are stored in the facility (temperature kept below 70°17). All containers are sealed to avoid cross -contact and cross - contamination during storage. Store Packaging Buckets, bottles, and sacs are stored in a dry dedicated space within the facility. Packaging is used First - In -First -Out. Clean Hemp Grain Grain is augured form 4000 bu. Hopper bin to air screener. The grain falls onto two screens with specific slotted holes to size the grain and remove foreign seeds. Air is applied to both the top screen and bottom screen to blow off debris. The grain falls out the clean shoot and into a 13' elevator leg. The elevator lifts the grain, unloading into the gravity table. The gravity table uses more air and screening to remove any seeds that aren't hemp and remove immature/undesirable seeds. The clean shoot from the gravity table is now 99.9% pure hemp seed (an acceptable level to process) and is dispensed into a 22' elevator leg. This leg unloads the cleaned grain into a 3.5-ton bulk hopper tank, which holds clean grain ready to be processed. Auger Clean Grain from Outdoor Hopper to Indoor Hopper Grain is augured from outside hopper to indoor hopper. The indoor hopper gravity feeds the presses, removing the oil from the seed. Products: Cold Pressed Hemp Seeds Page 8 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES KK40 Screw Pressing Heat sleeves are applied to the screw press to raise the temperature of the barrels to 200°F. This warms the barrels allowing for the seed to begin crushing. The press is adjusted accordingly to allow for the maximum amount of oil to be squeezed from the seed. The press heads stay a constant temperature above 140°F and under intense pressure, ensuring a kill step at this point. Once the press is set, it runs untouched until 300L oil tank is full. Hemp Seed Oil There are two troughs that separate the oil from the cake. The oil collects and flows from the trough into a 300L stainless steel tank. A substantial amount of sediment from the press falls into the tank as well, which is a crucial part of the filtering process. Filtering/Pump Once the desired amount of oil is collected in the dirty oil tank, the press is shut down so filtering can commence. A ratio mixture of Diatomaceous Earth (DE) is added to the oil and a stirrer is turned on to agitate the sediment and DE together. Once a desired mixture is achieved, the oil is pumped through a screening plate filter under pressure. This process circulates the oil through the filter, back into the dirty oil tank. After about 1 hour of running, the DE and sediment have filtered the oil < 1 micron, and the oil is pumped into the 2n1 mixing tank. Now the sediment is removed from the filter frames and cleaned. The oil will go through one more step to remove the chlorophyll and any heavy metals which will ensure stability of the oil. With the stirrer activated, Bleaching Clays (BE) and DE are added back into the dirty oil tank. Once the desired mixture is set, the pump is turned on, moving the oil back through the filter for about 1 hour (or until desired levels of purity are met). Once the oil meets our set standards, a bypass valve is opened, passing through a 1-micron filter, filling a 300L stainless steel tank, or 55-gallon drum, with clean oil. Filling (5-gallon pails, 55-gallon drum) The identity of the 5-gallon pail or 55-gallon drum is confirmed for each batch placed on the line to ensure that it is the correct material and proper SKU It. 5-gallon buckets are filled directly by hand from the 300L clean oil tank. 55-gallon drums are filled directly from a filling hose off the 1-micron filter. Once filled they are moved down the line to be capped, sealed, and labeled for completion. Store, Ship Jugs, pails, and drums are stored in a designated area in the facility or shipped out immediately upon customers' requests. Hemp Seed Cake The cake is extruded hot off the press and falls into a designated "cake trough". In this trough is a slow - moving stainless -steel auger which conveys the cake into a designated "cake hopper", cooling it along the way. Once to the end of the trough, the cake falls into the hopper and awaits milling. Products: Cold Pressed Hemp Seeds Page 9 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Milling Connected to the cake hopper is a stainless -steel flighting auger. Once this flighting auger is initiated, the caked travels up to 13', unloading into a grinder. This grinder spins at high rpm's, pulverizing the cake into a fine powder and passes through a screen. Sifting In one fluid motion, the pulverized cake falls from the grinder, through food grade tubing, and onto a sifting screener. The sifter is aggressively vibrating, allowing forfiner particles (protein) to fall through, while leaving the larger particles (fiber) on top of the screen. The two particles exit the screen through spouts and fall through more food grade tubing. Critical control point to ensure no metal can pass through a .35mm screen. Metal Detection As the protein exits the sifter, it falls through a food grade tube which passes through a calibrated metal detector. This ensures no metal is ending up in the sifted protein. 55-Gallon Drum As the protein falls through the metal detector, we fill 55-gallon drums at a time to ensure no metal shavings are in the final protein sacs. Filling (201b sacs) When the 55-gallon drum is close to being full, it is transferred out with a new drum. We then scoop from the 55-gallon bucket into 201b food grade bags for wholesale. Sacs are sealed, dated, labeled, and ready for shipment. Store, Ship Sacs are stored in a designated area within the facility or shipped out immediately upon customers' requests. Products: Cold Pressed Hemp Seeds Page 10 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Hazard Analysis Hazard identification (column 2) considers those that maybe present in the food because the hazard occurs naturally, the hazard may be unintentionally introduced, or the hazard may be intentionally introduced for economic gain. B= Biological hazards including bacteria, viruses, parasites, and environmental pathogens. C= Chemical hazards, including radiological hazards, food allergens, substances such as pesticides and drug residues, natural toxins, decomposition, and unapproved food or color additives. P= Physical hazards include potentially harmful extraneous matterthat may cause choking, injury or other adverse health effects. (1) (2) (3) (4) (5) (6) Ingredient or Identify potential food Are any Justify your What preventive Is the Processing safety hazards potential food decision for control measures preventive Step introduced, controlled safety hazards column 3 can be applied to control or enhanced at this requiring a significantly applied in step preventive minimize or this step? control? prevent the food safety hazards? Process including CCP's Allergen, Sanitation, Supply -chain, other preventive Yes No Yes No control Receive B None Packaging: C None 12floz glass P None bottles,5-gal pails, 55-gal drum, 201b sacs Store B None Packaging C None P I None Receive Hemp B None X Grain is All shipments of X Grain automated grain undergo 3rd vacuum party analysis system. prior to delivery to ensure grain Products: Cold Pressed Hemp Seeds Page 11 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES meets certain standards. C Gluten X Grain 3rtl party analysis. X undergoes Gluten testing before delivery P Foreign debris, X Grain passes Air Screener, X metal, wood through Gravity Table, multiple Magnets before cleaning entering press. machines and magnets to ensure no foreign debris enters the facility Store Hemp B None X Grain is The grain will X Grain between 8%- ultimately enter 9% moisture the press which exceed 140°F, acting as a kill step C None P None Clean Hemp B None X Contamination Sanitation Control X Grain possible if —Zoning, environment maintain dry and employee environment, practices not Cleaning managed at equipment before appropriate operating and hygiene level. after shut down. C None P Metal, wood, X Contamination Applying air, X foreign debris possible if screens of delivery of multiple sizes and grain has magnetics ensure foreign debris. nothing but hemp enters the indoor hopper Continued Products: Cold Pressed Hemp Seeds Page 12 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Auger Clean B None X Cracking of Monthly cleaning X Grain from seeds in auger, of the auger is Outdoor causes free preformed Hopper to fatty acids Indoor Hopper C None P None KK40 Screw B None X Contamination Sanitation control X Press possible if —Zoning, environment maintaining dry and employee environment practices not managed at appropriate hygiene level. C None P None Hemp Seed Oil B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Filtering/Pump B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C Minerals from DE X Diatomaceous Bleaching clay X and BE Earth and remove Bleaching chlorophyll which clays are provides stability Products: Cold Pressed Hemp Seeds Page 13 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES natural occurring food safe minerals used as filter aid. P None Filling B None X Contamination Sanitation control X (5-gallon, 55- possible if —Zoning, gallon drums) environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Store, Ship B None C None P None Hemp Seed B None X Contamination Sanitation control X Cake possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Continued Products: Cold Pressed Hemp Seeds Page 14 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Milling Yes No Yes No B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P Metal X Poorly Subsequent Metal X maintained or Detection ware on mill could generate metal fragments passing through the screen. Sifting B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Metal B None Detection C None P Metal Inclusion X Metal may be Process control— X present from metal detector previous operation 55-gallon B None X Contamination Sanitation control X Drum possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before Products: Cold Pressed Hemp Seeds Page 15 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES managed at and after each appropriate batch. hygiene level. C None P None Filling 20-lb B None X Contamination Sanitation control X Sacs possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Store, Ship B None C None P None Process Preventative Control Process Hazards Critical Monitoring Corrective Verification Record What How Frequency Who Control Limits Action Metal Metal Alarm/L Fall Constant Plant Rerun Signature Per Detectio Inclusio ight through Mana per batch Batch n n ger Filtering Sedimen %of DE Incorporat Per Batch Plant Sample Signature Per t & BE a Mana testing per batch Batch Inclusio Mix measured ger n amounts into dirty oil tank Allergen Preventive Controls Ingredient Allergen Identification Raw Material Name Supplier I Allergens in Ingredient Formulation I Allergens in Precautionary I Labeling Egg I Milk I Soy Wheat Tree I Nut I Peanut Shellfish I Products: Cold Pressed Hemp Seeds Page 16 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Hemp Local None Grain Organic Famers Production Line Allergen Assessment Product Name Production Line Intentional Allergens Egg Milk Soy Wheat Tree Peanut Fish Shellfish Nut Hemp 1 Grain Scheduling Implications: Hemp grain is hypoallergenic; therefore, no risk is currently present in the processing of hemp grain. Allergen Cleaning Implications: (Required) Allergen cleaning is unnecessary due to the fact we only deal with the hemp grain which is hypoallergenic. Sanitation Preventive Controls Zoning and Related GMP Controls The processing areas are maintained at a higher hygiene level than receiving, storage, and shipping area, as specified in SOP 15-123 —High Hygiene Sanitation Procedures. As specified in SOP 15-456 — Employee Hygiene in High Hygiene Areas, employees must put on smocks that do not have pockets, change into factory shows, put on protective equipment (hair net, beard net), and wash their hands before entering processing and production area. Filling area is maintained at the same hygiene level as the processing area (See SOP 15-789 — Filling Procedures). Equipment and utensils that are cleaned out -of -place are cleaned and sanitized in a wash area adjacent to the processing area. Clean equipment is dried and stored on tables and racks in an area adjacent to the processing area. Cleaning a sanitation equipment has a dedicated location to store sanitation and cleaning equipment. Cleaning and Sanitation The facility, including loading areas are dry cleaned. Processing area, and storage area are maintained dry during production. Lines and equipment are wet cleaned and sanitized before each new batch of processing begins. Equipment is completely dried priorto production. See these Standard Operating Procedures for details. • SOP 16-454 — Dry Cleaning Products: Cold Pressed Hemp Seeds Page 17 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES • SOP 16-455 —Controlled Wet Cleaning Microbiological Verification of Sanitation Practices ASalmonella environmental monitoring program is in place to verify that controls are sufficient to prevent the presence and harborage of Salmonella in the environment and equipment. This program includes an evaluation of Enterobacteriaceae levels as an additional verification that conditions do not exist that could lead to the presence and harborage of Salmonella. Enterobacteriaceae environmental monitoring occurs weekly and Salmonella monitoring occurs monthly. Additional environmental monitoring is conducted in the event of special circumstances, including equipment maintenance in processing area. Leaks that could occurring in the oil processing that could introduce free fatty acids to oils and proteins. See: • SOP 15-282: Environmental Monitoring Verification Procedures • SOP 15-283: Environmental Monitoring for Special Circumstances Supply -chain -applied Preventive Controls Program We work directly with farmers to provide us with hemp grain that meets certain specifications. Prior to delivery, farmers are required to third party analysis their grain for microbiological content of the grain. Raw Material or Ingredient Hemp Grain Approved Supplier Approval Date Hazards APC, Mold, Yeast, E. Coli, Salmonella, Mycotoxins, Gluten, Peroxide, Free Fatty Acids Preventive Controls Applied by the Supplier Proper harvest and storage of grain Type of Supplier Verification 3rd party analysis of homogenized sample taken from grain bin Verification Procedure A copy of a 3rd party analysis. Copy of field location of where grain was grown, how it was harvested, and stored. Records . Incoming goods log • 3`d party COA of grain • Bill of Lading verifying each shipment of grain • Lot numbers assigned to each incoming delivery of grain. • Corrective action records. 0 2-year record keeping Products: Cold Pressed Hemp Seeds Page 18 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES __ �isv aye ns ax.x,ae Z—clM AIM ,AW f/ ALTA/ACSM LAND TITLE SURVEY '� Scale 1" a 100' e� a 13 f�Aw 0 .r'�/ v - ,4 gFge �P�Y _ems z .________�-- I r •_-_---_ Vie::--.-" ...,_........._..... ....... ama�savv.� -�i s I 6" 04 PLAID 'a' P w 1 oOLfi ° reomim m SCaNW—D rmyj� .I w �o �ce F-Q z> w � J W 0 ZO Z m >z Q Q 2 Z r z OQ2 �-z _ SSQ VOY :3 NQ 2 Ln U w W z Z w W z Uz to W W z Q Z E=0 O wU,Z J = N Q 0 Q > N S C p z j O = aCNU l C 2J� i O J .2 : z w U pQ 20' 0' 20' 40' 60' 80' 100, € a Fw eS RIVER VALLEY BUSINESS CENTER CHANHASSEN, MN TENANT PLAN MAY 8, 303Y MMCH.' 3A'. TFMYrt MN sC.Zy1r=D L I 22A = .9% 1.54A = 6.6% ARIEL PHOTO OF EXISTING BUILDING + + a + < J J J J a a J a a J a a 3: 5 4.::. ....: J + ; 3 PROJECT + 4 4 + e + J + ♦ + J + .33A = 111, MbrcsmawlklingC . 2935Mlnnesma K<esaibllMCow Orylnal mns5rucum: RUlWl, union 4: 1%3 - Consmalon: Type N A. I In, Rre missa«e. fln spnokk, I.. I.,Whol. l Iwu, sepuabn fire dwrs frm oadj«em hes wood fame <«usmann. Teem dwrs so w sa mo mcNoad posecon. .nnarystmctunlframe: Coyote columns a o beams supwniy mof only. Bearing calls: Exterior strvaural walls,l2' cmu Interbrslmaural lulls. None Rwf..,.a beams and prestressad m«rek plank @ I7'4' 28M sp fi ohs amd..—a—. (aRe onh - 1900 sg h) Beanrg calk: 2<ur Interim stm<tu1r l wlli. Nome Root arcs, bar jalscs and meAdeck ve/ suswnd.d «austinl Ne nMg Re.p Fran c. Ken Hemp «res c a bemv process«..ally .mum a sehoes p�p[4 from Ne lump seM. Tos seedNbrwgMao tlr actsmgramta«g semimooneage put bmyMNn the Wialy In mmepn aM pr«essod by renwiy tM sMll, s9ueeily «rt tRe ..is aM bnMr pr«essiy Abe snPll br awMonal pmduas. M.—ble area: OC[upa«y f-l: 25,000 sp fi.:. MqM 4 stones 11., bulWly Mea «mass 2015 MK Section 5061«rease m 1I2,000 w M1 Swlnklemd WIWIN - 3a aRoaable arts UIWly own on 2 sides TOTAL PROPERTY 1,019.800 SO FT = 23.41 A NORTH PROPERTY 457061 A = 10.49A = 44.8 % SOUTH PROPERTY 561760 SO FT = 12.90 A = 55.2% Q —a. ❑ "�p 6 Is- 1. F-1. Nemp prpdwu pra<essly 20.1)CO 59RlF-n. 39.M @ I/200 - 100«cuwnk Warelwuse 27.355 (5-1). 5l5% @ 1/S00 - SS «<uwms (Mm 6 RA 2.805 So Et M.-Wmal ksa toss 5.6% @I/IW-28«<uwms lope onry - 19sw 59 fi @ Ill" - 19 «eupsoW Non sewraed Ow^ 50 ecbemmen F-L S-2 «euw«ka. Non mend sewrallon beween 5-2 and 9 «cuw«I<a. a Ia acYe«y1. otRer Eons: Common wtb Ne9rtsa MK took 301a.3-100 Fen.6rev<a <ommw wM -1CO FF£T Esn«ceas trawl dim«e MK 10162 - 250 has. Wl travel gMa«e m sap -240 ha plumoly flmm: pec-c,, W.C. 1]300-IW.e uV. 111M-1 W OF 114M-.25 wrelwux W.0 l/100-.z5 W.0 UV. IAA-.5S In OFI/IOW-.05S cAkes onY W.C. 1125 -J6 W. "V.1/W -A8W OFl/IW-.19 mM rep'd 2.31w.c "'d 2.03 W re9'd A95 M 1 xm« Smk wr,l0. F=INRfIF00HM6 6 W.C..2 UMNYS ] 1AV l OF 15MkV SINK IN IROWCFIONM 4- 9W.1-3 COMP SING IIANpW RFS]ROMt FA013 BaM MM FROMM. RIVER VALLEY BUSINESS CENTER CHANHASSEN, MN LOCATION PLAN 5�5R�� FOR PLUMBING AND ��A'1� jp�5�e V V CONCRETE REFERENCE W �o F- Z¢ z> W J W :D =O Z m W z ¢ ¢ z r z O¢Z2 I- z _ xx¢ ?ON x N In i U w W Z W W :D U z N W W Q z CA Z z CIOO ` x W IJW J 0 y 1 a0¢ w Q z j0= K N LJ W 6L• Q �a W COVER A 1, 2.. Alm / VI l„/_/_ ?' _ as �„� w_:D0. w Z co er 0 2 Q xx¢ � O � Qi L e T LZjTQMN MAP T - Pen dock /roof canopy e y P. is An y3 hJ n a� e —„-_Ni_s V -19 SPACES lea—m Re: l�— —~_•>•Yr_ AL I 261, a 29 SPACES Gedney building mom"'"��. 95 spaces 21005toughton Avenue wow I: Chanhassen, MN rr 3 Sn TRAFFIC COMPHATKIN: d. ssaE GtNrlESFRn I I I266, - 30 SPACES '•��n Anticipated traffic solution from Hemp acres tenant W Occupying 50.000 sq fit. Present expected employees 10 - 12 in the building on a given workday. — Anticipated expanded operations employees '•_„- 25 - 301n the building on a given workday. Existing tenant']' in the building Deliveries by truck to the site: Occurrying 40,000 sa fit. Present Anticipated truck NaR from Hemp acres W 1 visit to the space each week Present 1 traccontraller per day incoming, Maximum occupants during turnover of storage 1 tractor/trailer per week outgoing 3 occupants for two days. three times Per year. Projetted 3 years, 2 tractor/trailer per day Incoming, 2 tractor/trailer per day outgoing. Projected warehouse tenants -2' and '3' In the building. Occupancy of remaining 90,000 so fe Existing tenant the building 9 g Projetted at 1 occupant per 1000 so Hi = 90 occupants. Anticipated 1 tractor tartar per month Incoming. 1 tractor/trailer per month outgoing. Total projected occupancy. 123 occupants At projected occupant arriving at the site ro be 1 114 ocapents per Projected warehouse tenants in the building lenant'T 4'3'. vehicle that would become 99 vehicles onto and off of the site at Projected 3 trattoretailer per day Incoming, peak arrival and departure times. 3 tractor/trailer per week outgoing. PLANTING DETAIL 1 162'-0" + + + _ .4. + + + + + + + + + + + . w _ +W+ + + �- AA + _ +2 + + + .a. �. + + + + + + + + !fife break rm + + + + + + + ie + + + -II+ a 1 a r+ —1 _ e . +IT T a USE 4D cA, MI. .WEnN4 Y«f,MF ncuxrNEEM.wii JEfiEALIE2Y Aurneux AF'. 2.S are F us a'' TW aYWGNa .WENLW UNM .S' /! a VN3P T SyeMG pEJC1aATa yV6ME5E lRKl�Fe l 25'12V P. cMAkAM 9UIX MILLS Sre1NF , exuI ireen, FASTgN WW2E NNF 6' a/! 3 60'M 3S' a4f0.4w.AN 'ku COMVI.C!' MIIEY Cple.1(T aMLP Y.VIE 16, S a 1313 MAPPA w—wow WEST PARKING: EAST PARKING: TOTAL: 86 EXISTING PKG SPACES TOTAL: 24 EXISTING PKG SPACES SITE PLAN 89 FUTURE SPACES 13 FUTURE SPACES 1" o 50a_0is E TOTAL 212 PARKING SPACES 20 (includes 102 future spaces) 20' 0' 20' 40' 60' 80' 100' 200' (includes 8 accessible spaces) WAREHOUSE 2100 STOUGHTON AVENUE�� CHANHASSEN, NIN O0V w Z w w :3 U Z N w w Q Z Z m F- J urIi a�¢ N 2 Ce ¢ 0 Ce N U 2 N 2' C t6 to C & N 001 € C C V aC tl a 4 PARKING PLAN L.Vlid6 Ea2a su"wv"csYm Al a 11111/1111 �� RIVER VALLEY BUSINESS CENTER CA W �o �Cc Z> W J W W D :)O Z m W Z Q Q x Z r Z Oat F- Z _ xxa upx Na x LLnf U W z Z W W z VZ yN� W W Q Z Z :D 0 WMUW J = Ln Q O Q >�x ceOZ � O = LrNV CHANHASSEN, MN TENANT PLAN TEHIM RAN S7:�Ziw:; A2 EMOVE CIRCULAR HAND MENS SINK. INSTALL ]'-6' COUNTERTOP WITH THREE LAVATORIES. REMOVE 014t*A� CLOSET. � WOMENS REMOVE ONE DIVIDER PARTITION AND 2 DOORS. INSTALL GRAB BARS AND COMPARTMENT WALLS AND DOOR/ AS SHOWN. 32'-3• VERIFY WATER CLOSET LO TIDN. MIENS AND WOMENS RESTROMS 6 ACCESSIBLE TOILET COMPARTMENTS ll4 lI-O� REMOVE ONE WATER CLOSET. REMOVE ONE DIVIDER PARTITION AND 2 DOORS. INSTALL GRAB BARS AND COMPARTMENT WALLS AND DOOR AS SHOWN. MECH I I OFFICE e -11' Mom TEIILEl ./q/B yA IM. {r VFRi OIA. GR 6' 3.y. Owl RFAIOVETOIIET PMiIiIONKIO IXISTIHG idLFT )6LM�4A {y VIXA0.TOlOx. surroms rARmlDx mxc Tdln TdIEL PAxmIDxz \ - Tplff vAnmwx vMTmdx K10000Rm mREFMIX. TO REYVN. RMICH FRIMG RETINL WALL • mWIpI DIISTIN4 NEW 1plR PAXiIiION MISX TO RfNMN TdKM VPAF �DISpo TO WTCX IXI . ' xEcaMBr ,e lY ! VFRlT LDE W.Vl fIIiIAE WKI LOE WKL �RRY WOMENS ROOM H.C. COMPARTMENTELEV E'U!T r� ��YETOIIFT GMN IB'VERi GAH 6W OH. {-� N f�� EYISTIHL ]'-0'M"'°Mx I �.ISTINGTd1ET PARmIOx µD i /I111y'-p_Aaimox SHv�ORn Ta1n rANimoxs D REYux. AxD DDOR TD IE'TT EMSIIMc wAu rcn ERTINc. T�H T pL SH M xErasuar i_:-3' a L6�_� v-e• . f F-�'-''-�'- �Y ucewAu �F1' FLrtuRE WAu vOEwuL �Y MENS ROOM X.0 COMPARTMENT ELEV 3 I�B-1�i-6B WINSTIO�c „PAx50M VI o a wnu cl: F Z ) W nNO % J EwTgANE W = aESEr uaM. FxANE Doan AT = O y,m NEW FLOOR EIEYAIpN. FMYE EXTIIFL z m Y.NnS �;0./JISCI(TO w MaL oLL,.D3 Dx ---„ �xZxi"ig{�x= Z F Z a eu' EVISTINL VESTULE FTYRS p Q 2 -_-_- LL — - '••••' XEMOVE DOOR AT 4MDE.VID he. iRAN30Y 4V3S6iMFIE ABOVE. V O I -A <-A 3V WRDCYVW.LLLTO = qA EVIUTSTEHKT OB F�oce. Mu sivawliHclAssN O rj N < TEUAE couvKTAxD nwsN O = AY' T-6' ({yyATpM wQ NGYA0.CN N V 5 A3 ECTION THRU ACCESSIBLE ENTRANCE l4 = 1 - 4 ECTION THRU ENTRANCE STOOP /4 71-NOTE. FINK DESIGN BY STEFL FNRICATOR IXI3TNK WMDIWY CMY WALL BEYOND IXlsiwc cmu wAu m m uRIAi MnBUDc I_ ----- IZ•IWILr n NnATxK•3NOM1 _ - - I I f =3-U BUILDING STRUCTURAL 4 DIMENSIONS 25'-0" RAxsw cLAue TD s-MIwFLoox 11 25'-0" 25'-0" 25'-0" REWILD ] WC CdAPI .I worµ�cu6RXvL�eLsElc'x/L� REE'M3cTxSWTXrt Mc iME0.AOXDP XMFMRNVIOH.O g IN OI�wYR/FIWIup.VKhII6xE :FRKF6OL1IMNC'S41MM(1I { / 3NG KCEMSSEI&CE H ;,0, C( bm th 4�e OFF 55'-0" 8" 19'-11" e F - .. s Os ---- s:D slate nr x ...,••• 71 it' :: ••:•. ELFrnIULTwIswRrwxs } NwoAa YLLFGSiN STF¢FAKAro• - SV 1'CpIC FII1FD bl1.VDi131/ BTIYxRpiR 1klT ^ ' � Srm•A16 - VTOFIEVA1g16 6COJR TAPFR•T.roEsnTN rANEMDFr NOTE: x-cdxc nLLm puMOSi31 FINAL DESIGN BY STEEL FABRICATOR 3' Ixro warlD v AeWE yQu�D Z \ SE CORNER, OFFICE AND RESTROOM AREA Q it - M OFF MECH BREAK ROOM Q D(ISTINC SE CORNER ITs" i �� O _I N ce rl w Z W W u CA LA W O Z Q Z N D=) 2 _ W V W J = N Q 0 Q >En= cc Z j O = OC C-j U DETAIL PLANS ME S. iD:D NM016. N1i0 dAM . A3 55' Y IB' Y 6' REIXFMCEO TMOXC SW. RNAYi TO MOYIOE KSNESS AVO RFIXipCING SRCIxUTXW S'%10'%R'REINFOR CIXICSW.TxU.M TO TO RpilM Txl[%XESS NIO REIxiOR(]iIL SPEG� 4F � i9'-0' JO A60YD YN fI TFlU1rt T owzaxrs SaFn ulo ulUTm m FI\pllp W.LLLS{M TFx.Wi waa------TEN.Wi NNI SEED CLEANING w oa w I c. N0.WfOE—emfe��uW SR FINW WH SIDE oa H. 1 zz buns .IXvz Runs R': EKx � xoR Iw xoW'� 1 uz Buns of `. LLVEPOSEII r uTan . p � cooxwx.N \ 1 1 IaMx uTan o F i NW CORNER, SEED CLEANING ROOM 1/8- = 1'-0" O 0 © O 4 TI ..__-_-.7 1 EXISTING NW CORNER 1/ =1- u IXISTINL [MY fAVJO0. WRlL{ 'i, d 4 3§ ei1��i e: 2` Hili 4 8. ZZ €re 0 a ¢E ESISIINL OP CONCC OXM C � E K W z Z W W z U Z N W W Z Q Z m R 7 2 W J W J N a0 ce Z W O = OC N �J N W C U eQ d aW DETAIL PIANS 103 s. znzo X Ra 1. 1010 rtx wr .uX A4 ■ R o ...:... 111 I Fi- . I Fi- _ ■ IDi11L' SOUTH ELEVATION STOUGHTON AVENUE EAST ELEVATION NORTH ELEVATION CHASKA BOULEVARD WEST ELEVATION AUDUBON ROAD BUILDING ELEVATIONS 1/16" = 1'-0" W ce Z a Z > W > J :3O wm >Z as zFz oazm �- z _ Lxa SON a fox n�V W W V=) In w w> z a Z =) 0 2 wU v) J 0 N a O Q >Inx CCoz jo= ce rii V H W ce ka V 3g 1 6 W Ix ELEVATIONS {una zeze 6, 3030 FIN+TIWS A5 RIVER VALLEY BUSINESS CENTER CHANHASSEN, MN IA W Wo D K Z ¢ Z i W 1 J W 0 70 Z m W Z ¢ Q Z F Z OQ� F—Z xx¢ ?ON O�V W z Z W W z U N W W Q Z Z coO x wVW J �CA QOQ > nx W O Z W O 2 W N V TENANT PLAN uzn e. zozo YMd 6. zOt0 IEN Wf �V -- .. ..—..—_ + + + i + + 4- 1 1 1 1 Y f�iE + + + + V)I SlrMlp¢D 'jgt' — ZD o y 'pen tlock s Xaw- T � c y /roof canopy � jl[S'/L ' 201--ld7 Re: TM_n Zfil'-29.WACE3 Gedney building 23009tougMon Avenue m��"�►.� 95 spaces Chanhassen, MN �►rr bk gffE TRAFFIC COMNIATK)N: a tM f I2305PACe, 0 Anticipated volumefrom Hemp apes lenam'4'' Occupying 50,000 sR 0.W mfic Present expectedemployees 30 - 12 In the on given workday. �u rr Anticipated expanded opeeHons employees d operg s —n 26 - 30 In the building on a glyangiven workday. --tat. . Existing tenant'1' In the building: Oelivedes by truck to the site: Occupying 40,000 tag f . Present Amitlpated Truck traffic from Hemp acrts'd': 1 visit to the space each week Present. 1 tractor/teller Per day incoming. Mealmum occupants during tumover of storage 1 tractor/traller per valet outgoing 3 occupants for two days. three times Per year. Projected 3 years, 2 tractor/traller Per day incoming, 2 tractor/traller Per day outgoing. P.Jacted ware house tenants-2-and-3-in that Wilding. Oct"Pancy of remall lrg 90'No se, fc Existing tenant 1' in the building: Projected at 1 occupant per 1000 sg M1. - 90 occupants. Anticipated 1 tractor traller per numath Incoming, 1 tractor/teller Per month outgoing. Total projected occupancy: 123 orcupams At Projected occupant artWing at she site to be 1 114 occupants per Projected warehouse tenants in the building tenant'2' a'3'. vehicle Nat would become 99 vehicles onto and off of Me site at Projected 3 tractor/traller per day Incoming, peak arrival and de ucrturt Ames. 3 tractor/trailer per week outgoing. PLANTING DETAIL 2 nnis+.. aca .;n�loaag IN2DIV + + + no + + + + e + + + + + + + FUTXe X + + + *SSA 179'-0 — —I +++ + ++++ - + + + + + + + + eg l✓ky N +nab z+oa,+°"`°I •CFA% REEWHII Z�nXYX eL,2f M.VLE Is MIE0.ICNV. MIEaK/JI uatch 2's'lf E111106iEa.TW ncrwc. VAX. eLKe XIus YRucE M"n-1 fASTFRN WKfE XXF 6 e/a 3 0.3s' A�cwxuA wur CDNrACT wur caurecr aww XArss sfi� s r X r u rr�ua�u.u.u.a� WEST PARKING: EAST PARKING: TOTAL: 86 BUSTING PKC SPACES TOTAL: 24 EXISTING PKG SPACES SITE PLAN 89 FUTURE SPACES 13 FUTURE SPACES 1r3 c 50s_0,r TOTAL 212 PARKING SPACES 2° (Includes 102 future spaces) 20' 0' 20' 40' 60' 80' 100' 200' (includes 8 accessible spaces) WAREHOUSE 2100STOUGHTON AVENUE CHANHASSEN, MN �0 Z co > Z Q Q Z I.- Z 0Zi _ = Q V0 n 0 U N > C ro ro ro a C C SY C E ro a a PARKING PUN i"AREril a°i°oza SIFMFYEM Al a iC) Thomas J. Campbell Roger N. Knutson Thomas M. Scott Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick John F. Kelly Henry A. Schaeffer, III Alina Schwartz Samuel J. Edmunds Cynthia R. Kirchoff Marguerite M. McCarron 1380 Corporate Center Curve Suite 317 • Eagan, MN 55121 651-452-5000 Fax 6SI-452-5550 www.ck-law.tom CAMPBELL KNUTSON Professional Association Dired Did: (651)234-6222 E-mdlAddress: snelson@ck-law.com January 28, 2009 ScF Ms. Kim Meuwissen City of Chanhassen JA N 2 `1 2009 7700 Market Boulevard P.O. Box 147 Chanhassen, Minnesota 55317 RE: CHANHASSEN— MISC. RECORDED DOCUMENTS ➢ Amended & Restated Conditional Use Permit #87-2 and Interim Use Permit #92-1— Nick's Storage & Parking Site (1900 Stoughton Ave — Part of SE'/d of SW % and the SW '/4 of the SE '/4 of Section 34, Township 116, Range 23) Dear Kim: Enclosed for the City's files please find original recorded Amended and Restated Conditional Use Permit #87-2 and Interim Use Permit #92-1 for the Nick's Storage and Parking Site for a mini -storage facility and for screen outdoor storage on the Nick's Storage & Parking site. This document was recorded with the County on November 12, 2008 as Abstract Document No. 491605. Regards, CAMPBELL KNUTSON Proles ' nal Association Sufian R. Nelson, Legal sistant SRN:ms Enclosure CARVER COUNTY RECORDER/REGISTRAR OF TV".F.c DOCUMENT 0 Document NO. OFFICE OF THE COUNTY RECORDER A 4 91605 CARVER COUNTY, MINNESOTA Fee: $ 46.00 Checldt: 19680 Certfied Recorded on 11-12-20W at 0100 ❑ A PM IIIIIIIIII IIII IN Carl Count nso err DOCUMENT TITLE: DOCUMENT DATE: NAMES: L CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA AMENDED AND RESTATED CONDITIONAL USE PERMIT #87-2 INTERIM USE PERMIT #92-1 1. PermiL Subject to the terms and conditions set forth herein and with the Conditional Use Permit 87-21 Interim Use Permit 92-1 recorded with Carver County on April 23. 1992, Document No.134346, the City of Chanhassen hereby grants: a) A Conditional Use Permit for a mini -storage facility. b) Interim Use Permit for screened outdoor storage. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as shown on the attached Exhibit A. 3. Conditions. The permit is issued subject to the following conditions: a. The 60 parking stalls for various vehicle storage shall be confined to the area labeled Phase III in the attached Exhibit B and the area shall have a gravel or grass surface. b. The applicant shall provide 15 Black Hills Spruce along the fence line to provide 100 percent screening of the outdoor storage area. 1. The applicant shall submit a letter of credit to cover the cost of material installation and a one-year warranty. c. Drainage and utility easement is shown but must be revised to include: 1. Add ten feet of width for a total of 20 feet of easement between the drive entrance and the pond easement. 2. Provide drainage and utility easement description and drawing. 3. Drainage and utility easement must cover entire 944 contour on the east side of the pond. d. Update sheet 2 of 2 skimmer detail to show a berm elevation of 744. e. Plans and report must be signed by a registered engineer registered in the state of Minnesota. f. Security of $12,000 must be provided to the City for the construction of the pond and maintenance of erosion control. g. The pond must be completed no later than November 15, 2008. h. A detailed erosion control plan will be needed. At a minimum, this plan shall include: 1. Erosion control blanket (category 3) on all slopes 3:1 or steeper. This includes the ponds. 2. Perimeter silt fence needs to be shown. 3. A re -vegetation plan for all disturbed areas. Deep-rooted woody vegetation is encouraged north of the outdoor storage area. 4. An inspection of erosion control must be conducted prior to construction commencement. i. Any additional development to Parcel A or Parcel B shall require additional stormwater ponding. (This would include Phase III of Parcel A). j. The 60 outdoor storage units shall not increase the hard surface coverage on the site. k. The outdoor storage shall be removed from the site upon completion of Phase III of the mini - storage facility. I. Sign 2, the ground low profile along Old Highway 212, must be removed. m. Sign 4, the directional sign at the comer of Old Highway 212 and Stoughton Avenue, must be removed. n. Sign 1, the entrance sign along Stoughton Avenue: 1. Shall meet the definition of aground low profile sign in that it must be in contact with the ground; 2. May not exceed 64 square feet of sign display area; 3. May not be greater than 8 feet in height; 4. A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed prior to sign permit approval. o. Sign 3, the pylon sign along Old Highway 212 - A sign permit must be approved prior to alterations and Signs 2 and 4 must be removed pnor to sign permit approval. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: October 13, 2008 CITY OF CHANHASSEN BY: To rlong, May r (SEAL) ^ AND: � ....✓✓U�� Gerhardt, City Manager STATE OF NHNNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me thisZ7%y of '_^,'200 , by Thomas A. Furlong, Mayor, and by Todd Gerhardt, City Manager, of the City of Chanhassen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. KAREN I ENGELHARDT Notary Public -Minnesota �y Cp nminion Expires-&G 31, 2010 DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952)227-1100 EXHIBIT A All that part of the BE 114 of the SW 1/4 of Section 34, Township 116, Range 23, Carver County, Minnesota, described as follows: Commencing at the BE corner of said SW 1/4 Section 34-116-23 running thence North along 1/4 line to the South line of right of way of Milwaukee and St. Louis Railway Co.,; thence Southwesterly along South line of said right of way to South line of said Section 34; thence East along said Section line to place of beginning. Being all that part of BE 114 of SW 1/4 said Section lying South of right of way of said Milwaukee and St. Louie Railway Co., and con- taining 2 112 acres. AND The SW 114 of the BE 1/4 of Section 34, Township 116, Range 23, lying southerly of the Southeasterly right of way line of the Chicago and Northwestern Railway Company, Carver County, Minnesota, EXCEPTING therefrom the following described parcels: ?steel 1: A strip of land over and across the SV 1/4 of SE 114 Section 34-116-23 being 53 feet in width on each side of center line of Trunk Highway No. 51, and said center line being described as follows: From a point on East line of said Section distant 874.8 feel Northerly from the Southeast corner of said Section; thence running in a Southwesterly direction at an angle of 82s54' with said Section line for a distance of 1000.5 feet to a point; thence deflect to the right 9'00' on curve with delta angle of 57007' and radius of 716.8 feet for a distance of 441.4 feet more or less to the East line of said SW 1/4 of BE 1/4; thence continuing on said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of 272.6 feet to a point; thence on a tangent to said curve for a distance of. 819.6 feet to a point; thence deflect to the left on a 15'00' curve with delta angle of 95'26' and radius of 383.1 feet for a distance of 393 feet more or leas to the North and South 114 line of said Section and there terminating excepting therefrom that part of the right of way of Minneapolis and St. Louis Railway Company which lies within said strip. Parcel 1: Beginning at point 20.00 chains West from SE corner of said Section 34 running thence North 4.06 chains to center of Chaska and Shakopee Road; thence South 64.30' West 8.93 chains; thence East 8.16 chairs to place of beginning. Containing 1.65 acres. Parcel 3: Commencing at SE corner of SW 1/4 of SE 1/4; thence North 4.06 chains to center of Chaska and Shakopee Road, the point of beginning of tract to be conveyed herewith; thence South 64'30' West 170 feet to point of center of said road; thence North and parallel to East line of said SW 1/4 of SE 1/4 to South line of Trunk Highway No. 51; thence Southeasterly along South line Truck Highway No. 51 to point where same intersects East line of said SW 1/4 of BE; 114; thence South along said East line to place of beginning. Containing 1/2 acre, more or lees. Parcel 4: Co®eating at the point of intersection of the East line df the SW 1/4 of the SE 114 of Section 34-116-23, and the Northerly right of way line of N.S. Trunk Highway #212, as the same presently exists and runs through said SW 114 of SE 1/4 of Section 34, which said point of intersection is the place of beginning of the land to be herein described; thence running Northwesterly along said Northerly right of way line a distance of 292 feet to a point thereon; thence turning and running gut parallel to the South Section line of Said Section 34, a distance of 329 feet, more or lest to the said East line of the SW 1/4 of the BE 1/4 of Section 34; thence turning and running South along said East line p distance of 312 feet more or less to the place of beginning, lying and beiaa in the SW 1/4 of HE 1/4 of Section 34-116-23 and con- taining 1.10 acres of land, more or less. CITY OF CHANHASSEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: 5th Street Ventures 21000 State Highway 7 Excelsior, MN 55331 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER OF TRANSMITTAL DATE JOB NO. 5/13/08 ATTENTION Joel Buttenhoff RE: Gedney Pickle Site Redevelopment ® Attached ❑ Under separate cover via the following items: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 2/29/08 Check No. 1030 $18,500 for Feasibility Stud THESE ARE TRANSMITTED as checked below: ❑ For approval ® For your use ® As requested ❑ For review and comment ❑ Approved as submitted ❑ Approved as noted ❑ Returned for corrections ❑. ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US ❑ Resubmit copies for approval ❑ Submit copies for distribution ❑ Return corrected prints REMARKS Per our discussion today, I am returning this check to you to destroy. COPY TO: SIGNED�J Jean Steckling, (952) 227-11 if enclosures are not as noted, kindly notify us at once. f� I pjdlyu . �ww (��J 1030 THOMPSON AVENUE VENTURES, LLC M&I Marshall & Ilsley Bank GEDNEY BUILDING 21000 STATE HIGHWAY 7 17-115-910 - EXCELSIOR, MN 55331 2/29/2008 0 PAY - TO THE m ORDER OF City of Chanhassen $ *`18,500.00 Eighteen Thousand Five Hundred and 00/100*'*"**""***'****`*"*""'*** **`*"`*"""""*"**"""""*****""" DOLLARS N City of Chanhassen 8 MEMO II1001030II■ I:0910OLL571: 005L6@@153i4011' GEDNEY BUILD.IN6.'. City of Chanhassen 2/29/2008 Date Type Reference Original Amt. Balance Due Discount 2/29/2008 Bill 0001 18,500.00 18,500.00 Check Amount OF C�;-a,; C171 W,R MAR Q 4 20�8 Checking i P7Vk{-4-'a 060393 - og6oe-0 1030 Payment 18,500.00 18, 500.00 18,500.00 1� MEMORANDUM MY F TO: Todd Gerhardt, City Manager CH1NgA O FROM: Paul Oehme, P.E., Director of Public Works/City Engineer '�(, 7700 Market Boulevard PO Box 147 Chanhassen, MN 55317 DATE: March 10, 2008 Administration Phone:952.227.11W SUBJ: Gedney Pickle Site Redevelopment: Approve Consultant Contract for Y P PP Fax: 952.227.1110 Preparation of Feasibility Study Building Inspections Phone: 952.227.1180 Fax:952.227.1190 REQUESTED ACTION Engineering Phone:952.227.1180 Authorize consultant proposal for preparation of Feasibility Study for the Gedney Fax:952,227.1170 Pickle site contingent on the developer paying 100% of the cost of the feasibility study prior to commencement of the study. Finance Phone: 952.227.1140 Fax: 952.227.1110 BACKGROUND Parks Recreation The Gedney Pickle site is located at 2100 Stoughton Avenue and may come in for Phone: 952.227.1120 Fax: 952.227.1110 redevelopment in the near future. Chanhassen water and sewer services are not Recreation Center available at this time and are not planned to be extended to this part of the community 2310 Coulter Boulevard until 2015 at the earliest. The owner and developer would like to proceed with Phone:952.227.1400 redevelopment of the property soon and has contact the City of Chaska to see if Fax:952.227.1404 public services could be extended to meet their needs. Planning 8 Natural Resources DISCUSSION Phone: 952227.1130 Fax: 952.227.1110 Since services have not been planned for this area by the City of Chaska, this study Public Works will investigate the feasibility of extending sanitary sewer and water main services 1Park Road from the City of Chaska infrastructure. The study will also look at storm water needs, Phone: Phone: 952227.1300 Fax:952.227.1310 traffic -related issues and access management for the area. The study will not only look at the Gedney Pickle site, but will include the entire area between TH 212, Senior Center Stoughton Avenue and Audubon Road that could potentially come in for Phone:952.227.1125 Fic 952.227.1110 redevelopment prior to 2015. Web Site The City of Chaska uses the consulting firth Bonestoo for most of their infrastructure wwwci.chanlassen.amus engineering needs. They have been recommended to complete the study. The fee for the study is $18,500 including reimbursable expenses. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gnat place to live, work, and play. Mr. Todd Gerhardt March 10, 2008 Page 2 Staff is recommending the Council approve authorizing the study contingent upon the developer paying 100% of the study cost prior to commencement of the study. ATTACHMENT 1. Proposal for Feasibility Study c: Bill Monk, City of Chaska Ken Anderson, Bonestroo G1ENG AULUkgd 031008 g�vPkk lcaAdv.&w February 20, 2008 Paul Oehme City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317-0147 Re: Proposal for Feasibility Study Chanhassen/Chaska Gedney Pickle Site Redevelopment Bonestroo Temp File No. 000393-08000-0 Dear Paul: 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636-4600 Fax 651-636-1311 wwwbonestroo.com * Bonestroo CITY OF CuAWASSEN FEB 2 1 2008 ENGINEERING DEPT We appreciate the opportunity to submit a feasibility study proposal for the area we will refer to as the "Chanhassen/Chaska Gedney Pickle Redevelopment Site". We look forward to working with both communities in developing a safe, economic and long term project that serves the infrastructure needs of the site. PROJECT UNDERSTANDING The city of Chanhassen is requesting engineering services for the completion of a feasibility report outlining the infrastructure needs of the area as shown in Exhibit A. The site is currently partially occupied by the Gedney Pickle Company and the remaining land around it is being considered for further development. This report will investigate the feasibility of extending sanitary sewer and water main services from the city of Chaska's infrastructure system. The report will also look into the feasibility of extending a short cul-de- sac roadway that would bring access from the intersection of Engler Boulevard and current TH 212. This roadway is currently understood to be extended out as a public roadway from the intersection with TH 212 to a point far enough into the site so that future private roadways may be constructed. Those private roads will provide access to the Gedney site and surrounding areas located between Stoughton Avenue and the existing TH 212 corridor. Recommendations will be provided for an overall plan to accommodate existing and proposed access points to the service area. The report will also address what improvements may be necessary along TH 212 in order to facilitate the new intersection being proposed such as signalization and lane improvements. Additionally, a general outline of storm water runoff patterns will be laid out and ponding and conveyance systems will be evaluated based on industry standards for the proposed future land use in the area. St. Paul St. Cloud Rochester Milwaukee Chicago City of Chanhassen Page 2 Chanhassen/Chaska Gedney Pickle Site Redevelopment February 20, 2008 Recommendations or a list of options will be provided to meet current city and regional storm water regulations. It is our understanding that this report will not include the feasibility and cost estimates necessary for the construction of the interior private street and utility systems. For now we would include cost estimates for the inclusion of a signal improvement at the intersection of TH 212. If the project moves forward, additional ICE/S1R reports would need to be completed before any of those improvements could be made. We also understand that all work for the layout, grading, and design of interior roadways, utilities, storm water systems, building layout, and parking layouts necessary for the surrounding areas are not included in this report at this time. In general, the scope of work will be confined to improvements exterior to the site necessary to serve a fully developed site. SANrrARY SEWER It is anticipated that sewer service will be from the southwest side of the site via mains along Stoughton Avenue. The report will evaluate the extent to which the site can be served by gravity mains. While the report will not lay out exact routes for sanitary sewer through the site, a schematic layout will be produced as a way of showing possible invert elevations at different points across the site from southwest to northeast. Verification of downstream capacity will also be included in the study. Barring more specific information on the proposed building square footages and anticipated business types, this analysis will be based on typical industrial usages and generally accepted assumptions of building sizes based on the acreage of the site. However, we anticipate that approximately 850 lineal feet of existing gravity sewer may need to be upsized immediately downstream of the site. The report will evaluate these improvements and provide a corresponding cost estimate. It is also understood that all issues that may arise from the Met Council on sewer flow allotment will be handled by both City staffs, respectively. STORM SEWER Again, the design of specific routes and collection systems through the site will not be part of this report, but schematic layouts may be needed to generally show where drainage will need to be directed. This may include the schematic placement and rough sizing of ponding facilities, open ditches and storm pipes. Evaluation of downstream capacities will also be evaluated, again based on common assumptions for the proposed zoning unless more specific and detailed information can be provided by the developer. It is again anticipated that pipes between the site and the east creek diversion channel (approx. 1200 LF) may need to be upsized or have parallel pipes installed. These possible improvements will be covered by the scope of the report. WATER MAIN The City of Chaska's water main network will need to be tied in to several locations to assure proper looping for fire protection, service reliability and water quality purposes. The report will lay out preferred connection points aroundYhe exterior of the site. Mains interior to the site will not be part of this study other than to suggest policies for development that would incorporate a contiguous, looped system. Main sizing and evaluation of the City of Chaska's ability to service the property with adequate pressure and flow for both normal usage and fire protection will be based on zoning related assumptions unless more specific and detailed information is provided by the developer. City of Chanhassen Chanhassen/Chaska Gedney Pickle Site Redevelopment Page 3 February 20, 2008 STREETS As stated above, we anticipate that roadway access to the site will be provided, mainly through a public street connection at the intersection of CSAH 10 (Engler Blvd.) and US Hwy 212. The report will provide a preliminary design for the roadway connection between this intersection and the site. A cul-de-sac will also be laid out just inside the site at the terminus of this roadway. The cul-de-sac would provide a central collection point for a network of private roadways that will provide access to surrounding areas. The relocation of the driveway accesses along TH 212 shall be considered in conjunction with the design of the future internal, private streets. The design of these private roadways would be outside the scope of this proposal. Additionally, access to the Gedney site from the intersection of Audubon Road and Crystal Lane will be evaluated. A schematic layout and cost estimate will be provided in the report. The evaluation of all other points along the Audubon and TH 212 corridor are understood to not be included into this report. Policies for future access points may be provided but specific locations will not be included at this time. ASSESSMENTS The report will be completed in a manor complying with Chapter 429 Assessment laws such that either city may utilize it as the required report in the special assessment process, should either entity choose to do so. COST ESTIMATES Detailed cost estimates of each portion of the work will be provided. PROJECT CONSIDERATIONS The report will be completed without the aid of a preliminary topographic survey. All drawings and designs will be based off of existing topographic information provided by the Cities of Chaska and/or Chanhassen. Some properties affected by the project have unclear ownership records. These issues will need to be cleared up as the report is being completed. The report will make assumptions based on the best knowledge available at the time. PROJECT CONSIDERATIONS This proposal accomodates up to three meetings with staff from both cities to discuss the progress of the report. We would also provide a draft of the report for review by each entity. Comments from each would then be incorporated into the final version of the report. DELIVERABLES The final report will be provided to each city in both electronic and hard copy format. Up to 25 copies of the report can be provided to each city. OPTIONAL TASK — PRELIMINARY SIGNAL WARRANT ANALYSIS The addition of the fourth leg to the Engler Blvd./TH 212 intersection may precipitate the need for a traffic signal and/or additional turn lanes. Turning movement counts at the existing Engler BlvdlTH 212 intersection will be performed for AM and PM peak hours to give a preliminary warrant analysis for a signal. The report will then provide a preliminary signal and intersection layout, but will not include a formal Intersection Control Evaluation (ICE) or Signal Justification Report (SJR). This task could be ordered when the development moves forward. The report will, however, investigate if it will be necessary to interconnect any proposed traffic signal with the existing signals in the area. City of Chanhassen Chanhassen/Chaska Gedney Pickle Site Redevelopment Page 4 February 20, 2" WORK OUTSIDE THE SCOPE OF THIS REPORT The following is a list of items which are not included in the scope of this report, but which could be added at the request of the City: • Soil Borings/Soil Contamination Investigation • Easement Drafting (Sketches/Descriptions)/Easement Negotiation • Assessment Roll Preparation • Non-public Interior Site Improvements • ICE/SJR or other Traffic Analysis • Preliminary Survey • Platting • Title Work • Additional Meetings beyond the 3 staff meetings budgeted • Permitting COMPENSATION We propose to complete the work outlined above for a lump sum cost of $18,500 including reimbursable expenses. Additionally, if the City wishes to have a preliminary warrant analysis conducted at the intersection of TH 212 and Engler Blvd, this could be completed for a cost of $4,000. Additional work including, but not limited to the items listed in "Work Outside the Scope of this Report" can be completed at our regular hourly rates or a separate proposal can be provided as requested. SCHEDULE The following table shows our proposed schedule for this project: Order Report March 10 Deliver Draft Report for City Review April 11 City Comments Received April 25 Submit Final Report May 5 Again, thank you for allowing us an opportunity to work with you and the city of Chaska on this project. We look forward to helping build a successful project for both communities. If you have any questions regarding our proposal, please call me at 651-604-4826. Sincerely, BONESTR00 Kenneth P. Anderson, PE Principal 651-604-4826 Bill Monk — City Engineer — City of Chaska CITY OF CIIANIIASSEN 1700 Market Boulevard PO Box 147 Chanhassen, MN 55317 Administration Phone: 952.227.1100 Fax: 952.227.1110 Building Inspections Phone: 952.227.1180 Fax:952.227.1190 Engineering Phone:952.227.1160 Fax: 952.227.1170 Finance Phone: 952227,1140 Fax 952227.1110 Park 8 Recreaticn Phone. 952.227.1120 Fax: 952.227.1110 Recreation Center 2310 Coulter Boulevard Phone: 952.227.1400 Fax: 952.227.1404 Planning A Natural Resources Phone: 952.227.1130 Fax: 952.227,1110 Public Works 1591 Park Road Phone: 952.227.1300 Fax 952227.1310 April 9, 2008 Joel Buttenhoff Thompson Avenue Ventures 21000 Highway 7 Excelsior, MN 55331 Re: Development of the Gedney Pickle Site Dear Joel: As discussions regarding development of this site continue, Chanhassen staff would like to provide you with information regarding the fees and securities required to develop the site. LETTER OF CREDIT: $965,000 Construction cost (assumed) $800,000 Street lights* ($t,2o0/Iight) $6,000 Engineering inspection (7%of coustruction cost) $56,000 Landscaping (2% of construction cost) $16,000 Subtotal $878,000 110% Security $965,000 CASH FEE: $820,283 Engineering administration fee (2% of construction cost, if between $500,000 and $1,000,000) $16,000 Surface Water Management fee $389,890 Park Dedication fee (21 acres x $t2,500/acrc) $262,500 GIS fee** ($25/plat+sio/parcep $115 Plat recording fee $56 Carver County GIS fee $100 Document recording fee $46 Street -fight operating fee ($300/bgh0 $1,500- Special assessments- sewer and water, as outlined in Dec. 14, 2007 letter $150,076 -Assume 1,600 foot long public street is required; 400 foot street light spacing **Assume 6 lots and 3 outlets An estimate of the development application fees is not included since these fees are very site specific. A copy of the Development Fee Schedule is attached for your reference. We look forward to working with you as the project progresses. Senior Center Sincerely, Phone: 952.227.1125 Fax: 952.227.1110 CITYOF CC jHlyAtNHASSEN Web Site www.d.rhanhassen.mn.Us Alyson Fauske,P.E. Assistant City Engineer Encl.: Development Fee Schedule c: Paul Oehme, Public Works Director/City Engineer (without encl.) Kate Aanenson, Community Development Director (without encl.) GAENG\A1yson\Gedney\04-28-08 gedney letter.doc The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live, work, and play. CITY OF CHANHASSEN DEVELOPMENT FEE SCHEDULE Adopted December 12, 2005 Effective January 1, 2006 Comprehensive Plan Amendment............................................................................................................ $600 a. Minor MUSA line for failing on -site sewers............................................................................................ $100 Conditional Use Permit (does not include site plan review) a. Single-family residence.......................................................................................................................... $325 b. All others................................................................................................................................................. $425 Grading Permits a. Under 50 cubic yards.................................................................................................................. Not required b. 50-1,000 cubic yards...............................................................................................................................Cost c. Over 1,000 cubic yards — Processed as Interim Use Permit......................................................... Use UBC Interim Use Permit a. Single-family residence.......................................................................................................................... $325 b. All others................................................................................................................................................. $425 Notification Signs (City installs and removes)............................................................................................ $200 Rezoning to Planned Unit Development.................................................................................................. $750 a. Minor Amendment to existing Planned Unit Development................................................................... $100 Rezoning(all other)..................................................................................................................................... $500 Sign Permit a. Permanent.............................................................................................................................................. $100 b. Temporary ................................................................................................................................................. $35 SignPlan Review......................................................................................................................................... $150 Site Plan Review a. Commercial/Industrial Districts................................................$500 + $10 per 1,000 sq. ft. of building area b. Residential Districts............................................................................................ $500 + $5 per dwelling unit c. Administrative.......................................................................................................................................... $100 Subdivision a. Create 3 lots or less....................................................................... b. Create over 3 lots.......................................................................... c. Final Plat........................................................................................ d. Metes and Bounds Division........................................................... e. Consolidate Lots............................................................................ f. Administrative Subdivision............................................................. Temporary Sales Permit.. Vacation of Right-of-Way/Easements Variance .............................. ................................................. $300 ............................$600 + $15 per lot ................................................. $250 ................ $300 + $50 per lot over 3 ................................................. $150 ................................................. $150 $50 + $50 for additional inspections $300 $200 Revised 12/05 Page 1 of 2g.\p1an\forms\deve1opment fee schedule adopted 12-12-05 new.doc CITY OF CHANHASSFN DEVELOPMENT FEE SCHEDULE Adopted December 72, 2005 Effective January 1, 2006 Wetland Alteration Permit a.Single-family reuidmnue........................................................................................................................ $150 b. All other uses .......................................................................................................................................... $275 Monumentation required for all medondbuffer strip locations ................................................................. $20 (City will install aignogmand Zoning Appeal ... Zoning Ordinance Amendment Filing Costs (8ttorne/otime toensure proper drafting &documentation) o.Recording Documents ..................................................... Consultant Fees ..... Flood Zone Information and Written Zoning Requests (All requests must be made in writing) Property Ownees List ..... $100 —$50O .......................... $50per document ................. .... $45O+County Fees will bebilled todeveloper $25 $3[er property Roviood12/05 Page 2of2oAp|anftnxrWeve|v*nemfee schedule adopted 12-12osnpmuoo March 28, 2008 MY OF CgANgASSEN City of Chaska 7700 Boulevard PO Bo PO Box 141 Attn: Mr. Kevin Ringwald Chanhassen, MN 55317 One City Hall Plaza Chaska, MN 55318 Administration Phone: 95227.11100 Fax:952.n7.1110 Re: Gedne Area Redevelopment y P Building Inspections Dear Kevin: _ Phone: 952.227.1180 Fax 952.227.1190 The following is the City of Chanhassen's reasons for undertaking an engineering study Engineering of the greater Hwy 212/Stoughton Avenue area. The impedious for this study was the Phone:952.n7.1160 request or redevelopment of the Gedney property. A frty portion of this property is in Fax:952.227.1170 Chaska and is currently served by Chaska sewer and water. The property in this study area that is located in Chanhassen, as shown in the draft 2030 Comprehensive Plan, Finance Phase: 952.227.1140 can be served by Chanhassen sewer and water. The timing for utilities in this area Fax952.227.1110 may be 10 years away. Park & Recreation The entire site includes 17 parcels for a total of 68.30 acres, of which 41.61 acres are in Phone:952.227.1120 Fax:952.227.1110 Chanhassen and 26.69 acres are in Chaska. There area few other unique attributes to this site including a 7.78-acre cemetery and 2.9-acre electrical substation in the middle Recreation Center 2Ph0Co952227.1400er of the development. Currently, the Gedney property receives sewer and water from Phone:952.n7.1400 Chaska. The redevelopment Ian for this area includes roe in Chaska that would P P property rtY Fax:952.227.1404 require approval for development from both cities. Rather than working on this parcel only, good planning seems to merit a study of the larger 68,30 acres. Planning 8 Natural Resources Phone: 952.227.1130 The property proposed for the study area is bordered by Highway 212 (soon to be Fax9522271110 County Road 61) on the north, Stoughton Avenue on the south, and Audubon Road on the east. Access to the parcels in Chanhassen is via Stoughton Avenue. Access to Public Works Stoughton Avenue is problematic because the sight line at Highway 212 is poor. 1591 Park Road Phone' 952227.1300 Fax:952.n1.1310 For this entire area to develop in an orderly and efficient manner, it seems prudent that both cities work together. Senior Center Phone:952.227,1125 Goals to be accomplished by the study: Fax: 952,227.1110 Web site • Determine the best way to provide access to the site. There is a potential for www.ci.chanhassen.mn.us the extension of Engler Boulevard to this site including a possible signal. All g g P g properties benefiting from the road access could be assessed. Determine the most efficient way to provide utilities: sewer, water and storm water for all parcels in the study area. The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A gieal place to live, work, and play. Mr. Kevin Ringwald March 28, 2008 Page 2 • Conduct a traffic study and evaluate other points outlined in the letter to Joel Buttenhoff dated December 17, 2007. Please feel free to contact me at 952-227-1139 if you have any questions. Sia ncerelly, Kate Aanenson, AICP Community Development Director KA:k ATTACHMENTS: 1. Map of subject area 2. Property's study area 3. Letter to Joel Buttenhoff dated December 14, 2007 c: Todd Gerhardt, City Manager Paul Oehme, Director of Public Works/City Engineer Print Preview Page 1 of 1 Disclaimer. This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Map Scale Federal offices. This map is not a surveyed or legally recorded map and is intended to be t Inch = 770 feet used as a reference. Carver County is not responsible for any inaccuracies contained herein. http://carvergisweb l .co.carver.mn.uslarcims/gislgovemmentlgeneral/landserviceslprintPreview.aspx?Prin... 3/27/2008 City of Chanhassen PID Owner Acres 250030700 Thompson Avenue Ventures LLC 20.78 250340110 Gary W Dungey & Gary L Brown LLP 9.47 250340120 Progress Valley Storage of MN 6.82 250340300 Progress Valley Storage of MN 0.33 250030400 Gary & Barbara Dungey & Terri Construction Inc. 1.09 250030600 Richard K & Dorthy E Wermerskirchen 0.76 250030710 Minnesota Valley Electric Co -Op 2.36 Sub -total 41.61 City of Chaska PID Owner Acres 301370090 Thompson Avenue Ventures LLC 2.90 300032100 Ferrelgas LP 1.08 300340500 Ferrelgas LP 0.93 300341000 Harri J Rinta & Madeline J Wegner 1.44 300341100 All Steel Products Co 6.27 300340810 Troy R & Lesley J Porritz 2.5 3013701100 Chaska EDA 2.06 309990310 Hennepin Co Reg RR Authority part of 3.5 acres 1.2 300032700 St Johns Evang Luth Church 7.78 300031800 Minnesota Valley Electric Co -Op 0.54 Sub -Total 26.69 Total 68.30 December 14, 2007 Joel Buttenhoff Thompson Avenue Ventures 21000 Highway 7 Excelsior, MN 55331 Re: Development of the Gedney Pickle Site Dear Joel, Staff from the Planning and Engineering Departments at the City of Chanhassen have reviewed a sketch site plan for the development of the Gedney site. A summary of the issues is as follows: • The development of the entire area surrounded by Highway 212/Flying Cloud Drive, Stoughton Avenue and Audubon Road should be examined with the development of the Gedney site. • A traffic study will be required to examine site access, including the extension of Engler Boulevard south of Highway 212. • Possible signalization of the Hwy 212/Engler Blvd intersection. • Public utility services: the City of Chaska will need to verify that the existing sanitary sewer has capacity for the area. • Establish a Joint Powers Agreement between the Cities of Chanhassen and Chaska. • If served by Chaska municipal services, any development within Chanhassen city limits must reimburse Chanhassen for the assessment to bring sewer and water into the area. If future extension of Chanhassen utilities provides service to the site, the properties within the development area may be required to connect to Chanhassen utilities. Should the Gedney site be serviced by the City of Chaska the estimated total assessment for the Gedney site is $150,076, which was calculated as follows: Joel Buttenhoff Thompson Avenue Ventures December 14, 2007 SEWER: $126,987 a) LB-1 Trunk Sewer: 20.78 acres x 3 REUs/acre = 62.34 REUs (Pa d-d) (Office/Industrial u ) $1,453/REU x 62.34 REUs = $90,580 b) LB -I Lift Station: $584/REU x 62.34 REUs = $36,407 WATER: $23,089 Total cost of trunk watermain improvements: $200,000 (PRVs) + $550,000 (watermain) _ $750,000 Assume percentage of water benefit = percentage of sewer benefit Total REUs benefiting (per Comp. Sewer Plan) = 2,025 REUs $750,000 x (62.34 REUs - 2,025 REUs) _ $23,089 We appreciate the opportunity to provide preliminary comments for this site development and look forward to working with you as the project progresses. Sincerely, CITY OF CHANHASSEN Alyson Fauske, P.E. Assistant City Engineer c: Paul Oehme, Public Works Director/City Engineer Kate Aanenson, Community Development Director March 18, 2008 City of Chanhassen Attn: Kate Aanenson PO Box 147 Chanhassen, Minnesota 55317 Re: Gedney area redevelopment Dear Kate: RECEIVED MAR 2 0 2008 CITY OF CHANHASSEN Chaska is prepared to commence with the engineering work to analyze the feasibility of Chaska serving the Gedney redevelopment area, which is mostly in the City of Chanhassen. However, as Dave Pokorney, Bill Monk and myself discussed this study, we thought that it would be in the best interest of both cities to clearly identify and agree to the expectations of both parties, prior to commencing this work. To that end, we are requesting that the City of Chanhassen provide us a letter outlining what your expectations of us will be and in turn what the benefits that would accrue to us as a result of this redevelopment. Please feel free to contact me if you have any questions. Sincerely, Development cc: Dave Pokorney, City Administrator Bill Monk, City Engineer City of CI mka Minnesota One City Hall Plaza 55318-1962 Phone 952/448-9200 Fax 952/448-9300 ii - 61 o _ate `'irk." `, .5A ♦ > I F1•i! ..,h •a . < R 1 �: 3 1 yr�s / ;h �s_ ✓E.IE.�r7•7�f,„� q� b 7111 mt W°4.p Fi 'r hf t. i.`�� ,� ss� l � '�- �•y.�! •A�i.� �� Y .j:- 6F!#�.. � v:i:�. �..X: .'lr� �5�.,'9r, ♦'i _ 1212 4 ,,, •r` lk Or V oF 4. All r 1 � � � � .� � • _. �� ,V. �Y �� ,fir •� '��, �� t�-� .�'�.F sy�' % _ � � � �- a ��//,,\ T. �•� IN �' Vlr�',�•!._L 6 ��.�.--�_}\'+j /•, - �; ,�,• mil. / /�.a",iK W" : 212 � f� M .�-^r• ,✓� �' d' is t �.'� -,'�. 400 0 400 800 1200 160C 2000 2400 Feet 15 4 • f' Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.uslarcims/gis/publiclparcel_searchlprintdatarnap.asp?PID=250030700 3/28/2008 Print Data/Map Page 1 of 1 PID# 301370090 10 u Copyrpht0 reef oonty, hvrvaota Legend Parcel Information Property Address: NOT ON FILE Taxpayer Information: THOMPSON AVENUE VENTURES LLC Claw Rrrh nwom CiO 5TH STREET VENTURES N tniala.rls N� taww 21000 STATE HIGHWAY EXCELSIOR, MN 55331 IPareel Properties GIS Acres: 2.89695584 �✓ hr►tiari ply Homestead: N /• rrwy School District: 0112 Parcel Location Like, Section: 03 Plat Information: Parcels fakrn06 Township: 115 Range: 023 CRYSTAL ADDITION GUTLOTD Payable Year 2009 Vast Sale Information Est. Market Value Land: $141900 Last Sale NOT ON FILE Eat. Market Value Building: $0 11 Map Created: 3-28-2008 Est. Market Value Total: $141900 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carvm County is not responsible for any inaccuracies contained herein. http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel search/printdatamap.asp?PID=301370090 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel search/printdatamap.asp?PID=300032100 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.uslarcims/gis/publiclparcel_searchlprintdatamap.asp?PID=300340500 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.uslarcimslgislpubliclparcel_searchlprintdatamap.asp?PID=300341000 3/28/2008 Print Data/Map PID# 300341100 Page I of 1 Legend c■a om& saw*" NN"„ N=Nb* 4"assis ^/ rN."buis // tyh.Y ^/ 1aWassn LAN hNls Calr m Address: FILE Acres: 6.27 testead: N ,at District: 0112 'Cel Location ion: 34 nship: 116 165 HIGHWAY 212 E O BOX 73 'HASKA . MN 55318 Payable Year 2009 IlLast Sale Information Last Sale NOT ON FILE [EsL arket Value Land: $405000 arket Value Building: $87200 Nap Created: 3-28-2008 arket Value Total: $492200 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. http://carvergiswebi.co.carver.mn.uslarcimslgislpubliclparcel_searchlprintdatatnap.asp?PID=300341100 3/28/2008 Print Data/Map Page I of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_search/printdatamap.asp?PID=300340810 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carvcr.mn.us/arcims/gis/public/parcel search/printdatamap.asp?PID=301370100 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel search/printdatamap.asp?PID=309990310 3/28/2008 Print Data/Map Page 1 of 1 PID# 250340110 J 12� 10 Capyrj ® tsar Canny, Xhutasota Legend arcellnformation Giver Ruds Property Address: Taxpayer Information: 1875 FLYING CLOUD DR GARY W DUNGEY & usmoss, CHASKA, MN GARY LBROWN LLP mnnss, 1910 STOUGHTON AVE CHASKA , MN 55318 crrrym arcel Properties �✓ irwbAra, Tas Acres: 9.47 // [pyre Homestead: N // hauthas School District: 0112 takes[Parcel Location Panels Section: 34 Township: 116 Cdur 2,005 Range: 023 ayable Year 2009 Sale Information Last Sale NOT ON FILE Est Market Value Land: $556800 Est Market Value Building: $O Map Created: 3-2M&2008 Est. Market Value Total: $556800 CARVER COUNTY GIS DISCLAIMER: This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation AM of information and data from various City, County, State, and Federal offices. This map is not a surveyed or legally recorded map and is intended to be used as a reference. Carver County is not responsible for any inaccuracies contained herein. bttp://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_search/printdatamap.asp?PID=250340110 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_ searcb/printdatamap.asp?PID=250340120 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_ scarch/printdatamap.asp?PID=250340300 3/28/2008 Print Data/Map Page 1 of I http://carvergiswebl.co.carver.mn.us/arcims/gis/public/pareel search/printdatamap.asp?PID=250030400 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.uslarcimslgislpubliclparcel_searchlprintdatamap.asp?PID=250030600 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebi.co.carver.mn.uslarcims/gis/publiclparccl_searchlprintdatamap.asp?PID=300032700 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.uslarcimslgislpublic/parcel_searchlprintdatamap.asp?PID=250030710 3/28/2008 Print Data/Map Page 1 of 1 http://carvergiswebl.co.carver.mn.us/arcims/gis/public/parcel_search/printdatamap.asp?PID=300031800 3/28/2008 2335 Highway 36 W St. Paul, MN 55113 Tel 651-636.4600 Fax 651.636-1311 www.1ronestroo.co n Af Bonestroo February 20, 2008 Paul Oehme City of Chanhassen 7700 Market Blvd. P.O. Box 147 Chanhassen, MN 55317-0147 Re: Proposal for Feasibility Study Chanhassen/Chaska Gedney Pickle Site Redevelopment Bonestroo Temp File No. 000393-08000-0 Dear Paul We appreciate the opportunity to submit a feasibility study proposal for the area we will refer to as the "Chanhassen/Chaska Gedney Pickle Redevelopment Site". We look forward to working with both communities in developing a safe, economic and long term project that serves the infrastructure needs of the site. PROJECT UNDERSTANDING The city of Chanhassen is requesting engineering services for the completion of a feasibility report outlining the infrastructure needs of the area as shown in Exhibit A. The site is currently partially occupied by the Gedney Pickle Company and the remaining land around it is being considered for further development. This report will investigate the feasibility of extending sanitary sewer and water main services from the city of Chaska's infrastructure system. The report will also look into the feasibility of extending a short cul-de- sac roadway that would bring access from the intersection of Engler Boulevard and current TH 212. This roadway is currently understood to be extended out as a public roadway from the intersection with TH 212 to a point far enough into the site so that future private roadways may be constructed. Those private roads will provide access to the Gedney site and surrounding areas located between Stoughton Avenue and the existing TH 212 corridor. Recommendations will be provided for an overall plan to accommodate existing and proposed access points to the service area. The report will also address what improvements may be necessary along TH 212 in order to facilitate the new intersection being proposed such as signalization and lane improvements. Additionally, a general outline of storm water runoff patterns will be laid out and ponding and conveyance systems will be evaluated based on industry standards for the proposed future land use in the area. St Paul St Cloud Rochester Mdnaukee Chicago City Of Chanhassen page 2 Chanhassen/Chaska Gedney Pickle Sate Redevelopment February 20 2008 Recommendations or a list of options will be provided to meet current city and regional storm water regulations. It is our understanding that this report will not include the feasibility and cost estimates necessary for the construction of the interior private street and utility systems. For now we would include cost estimates for the inclusion of a signal improvement at the intersection of TH 212. If the project moves forward, additional ICE/S1R reports would need to be completed before any of those improvements could be made. We also understand that all work for the layout, grading, and design of interior roadways, utilities, storm water systems, building layout, and parking layouts necessary for the surrounding areas are not included in this report at this time. In general, the scope of work will be confined to improvements exterior to the site necessary to serve a fully developed site. SANrrARY SEWER It is anticipated that sewer service will be from the southwest side of the site via mains along Stoughton Avenue. The report will evaluate the extent to which the site can be served by gravity mains. While the report will not lay out exact routes for sanitary sewer through the site, a schematic layout will be produced as a way of showing possible invert elevations at different points across the site from southwest to northeast. Verification of downstream capacity will also be included in the study. Barring more specific information on the proposed building square footages and anticipated business types, this analysis will be based on typical industrial usages and generally accepted assumptions of building sizes based on the acreage of the site. However, we anticipate that approximately 850 lineal feet of existing gravity sewer may need to be upsized immediately downstream of the site. The report will evaluate these improvements and provide a corresponding cost estimate. It is also understood that all issues that may arise from the Met Council on sewer flow allotment will be handled by both City staffs, respectively. STORM SEWER Again, the design of specific routes and collection systems through the site will not be part of this report, but schematic layouts may be needed to generally show where drainage will need to be directed. This may include the schematic placement and rough sizing of ponding facilities, open ditches and storm pipes. Evaluation of downstream capacities will also be evaluated, again based on common assumptions for the proposed zoning unless more specific and detailed information can be provided by the developer. It is again anticipated that pipes between the site and the east creek diversion channel (approx. 1200 LF) may need to be upsized or have parallel pipes installed. These possible improvements will be covered by the scope of the report. WATER MAIN The City of Chaska's water main network will need to be tied in to several locations to assure proper looping for fire protection, service reliability and water quality purposes. The report will lay out preferred connection points around the exterior of the site. Mains interior to the site will not be part of this study other than to suggest policies for development that would incorporate a contiguous, looped system. Main sizing and evaluation of the City of Chaska's ability to service the property with adequate pressure and flow for both normal usage and fire protection will be based on zoning related assumptions unless more specific and detailed information is provided by the developer. City of Chonhosssen Chanhassen/Chaska Gedney Pickle Site Redevelopment Page 3 February 20, 2008 STREETS As stated above, we anticipate that roadway access to the site will be provided, mainly through a public street connection at the intersection of CSAH 10 (Engler Blvd.) and US Hwy 212. The report will provide a preliminary design for the roadway connection between this intersection and the site. A cul-de-sac will also be laid out just inside the site at the terminus of this roadway. The cul-de-sac would provide a central collection point for a network of private roadways that will provide access to surrounding areas. The relocation of the driveway accesses along TH 212 shall be considered in conjunction with the design of the future internal, private streets. The design of these private roadways would be outside the scope of this proposal. Additionally, access to the Gedney site from the intersection of Audubon Road and Crystal Lane will be evaluated. A schematic layout and cost estimate will be provided in the report. The evaluation of all other points along the Audubon and TH 212 corridor are understood to not be included into this report. Policies for future access points may be provided but specific locations will not be included at this time. ASSESSMENTS The report will be completed in a manor complying with Chapter 429 Assessment laws such that either city may utilize it as the required report in the special assessment process, should either entity choose to do so. COST ESTIMATES Detailed cost estimates of each portion of the work will be provided. PROJECT CONSIDERATIONS The report will be completed without the aid of a preliminary topographic survey. All drawings and designs will be based off of existing topographic information provided by the Cities of Chaska and/or Chanhassen. Some properties affected by the project have unclear ownership records. These issues will need to be cleared up as the report is being completed. The report will make assumptions based on the best knowledge available at the time. PROJECT CONSIDERATIONS This proposal accomodates up to three meetings with staff from both cities to discuss the progress of the report. We would also provide a draft of the report for review by each entity. Comments from each would then be incorporated into the final version of the report. DELIVERABLES The final report will be provided to each city in both electronic and hard copy format. Up to 25 copies of the report can be provided to each city. OPTIONAL TASK —PRELIMINARY SIGNAL WARRANT ANALYSIS The addition of the fourth leg to the Engler Blvd./TH 212 intersection may precipitate the need for a traffic signal and/or additional turn lanes. Turning movement counts at the existing Engler Blvd./TH 212 intersection will be performed for AM and PM peak hours to give a preliminary warrant analysis for a signal. The report will then provide a preliminary signal and intersection layout, but will not include a formal Intersection Control Evaluation (ICE) or Signal Justification Report (SJR). This task could be ordered when the development moves forward. The report will, however, investigate if it will be necessary to interconnect any proposed traffic signal with the existing signals in the area. City of Chanhassen Chanhassen/Chaska Gedney Al Site Redevelopment Page 4 February 24 2" WORK OUTSIDE THE SCOPE OF THIS REPORT The following is a list of items which are not included in the scope of this report, but which could be added at the request of the City: • Soil Borings/Soil Contamination Investigation • Easement Drafting (Sketches/Descriptions)/Easement Negotiation • Assessment Roll Preparation • Non-public Interior Site Improvements • ICE/S1R or other Traffic Analysis • Preliminary Survey • Platting • Title Work • Additional Meetings beyond the 3 staff meetings budgeted • Permitting COMPENSATION We propose to complete the work outlined above for a lump sum cost of $18,500 including reimbursable expenses. Additionally, if the City wishes to have a preliminary warrant analysis conducted at the intersection of TH 212 and Engler Blvd, this could be completed for a cost of $4,000. Additional work including, but not limited to the items listed in "Work Outside the Scope of this Report" can be completed at our regular hourly rates or a separate proposal can be provided as requested. SCHEDULE The following table shows our proposed schedule for this project: Order Report March 10 Deliver Draft Report for City Review April 11 City Comments Received April 25 Submit Final Report May 5 Again, thank you for allowing us an opportunity to work with you and the city of Chaska on this project. We look forward to helping build a successful project for both communities. If you have any questions regarding our proposal, please call me at 651-604-4826. Sincerely, BONESTRO0 Kenneth P. Anderson, PE Principal 651-604-4826 C Bill Monk — City Engineer — City of Chaska MAf r � F �r p , P S., 01 �', NTMtE 0.10E P �W t OdTCh 0.'[t vv�EVev� �✓�� 1g,{ C H 8 K A Y f"�� f , � co i // � y: /y,. OJti�, f � %d �•f /-.� rw,. R�''. (W�„�.1^y.YY >.t hl�dy `N �p 1 //' J BO NOAPY f 1' S U �" p . �-• .3" �� 'rT'tQ4 �..yird� sj/ �Y� . i STUDY AREA CITIES OF CHANHASSEN/CHASKA eXHn �;nur•51 �� GEDNEY SITE DEVELOPMENT SITEF..JBIY OwG DAIFFF111, . - Print Preview Carver County, MN Page 1 of 1 J� P,59N,,,,ion cA'eBK' 212 C, 10A 3 15 f t r• t I t t i .. 1 t i Disclaimer. This map was created using Carver County's Geographic Information Systems (GIS), it is a compilation of information and data from various City, County, State, and e Federal offices. This map is not a surveyed or legally recorded map and is intended to be 1 inch = Mao Scale feet used as a reference. Carver County is not responsible for any inaccuracies contained herein. I I 5- I C http://carvergisweb l .co.carver.mn.uslarcimslgis/government/general/landserviceslprintPreview.aspx?Prin... 3/27/2008 09 December 14, 2007 CITY OF Joel Buttenhoff Thompson Avenue Ventures CIMMSEN 21000 Highway 7 Excelsior, NIN 55331 77W Market Boulevard PO Box 147 Chanhassen, MN 55317 Re: Development of the Gedney Pickle Site Administration Phone: 952227,1100 Fax 952.227.1110 Dear Joel, Building Inspections Phone: 952227,1180 Fax:9522271190 Staff from the Planning and Engineering Departments at the City of Chanhassen have reviewed a sketch site plan for the development of the Engineering Gedney site. A summary of the issues is as follows: Phone: 952.227.1160 Fax: 952.227.1170 • The development of the entire area surrounded by Highway Finance 212/171ying Cloud Drive, Stoughton Avenue and Audubon Road Phone:952227.1140 Fax:952.227.1110 should be examined with the development of the Gedney site. Park & Recreation . A traffic study will be required to examine site access, including P2.2211 Fax: 952.227.1110 the extension of Engler Boulevard south of Highway 212. Recreation Center 2310 Coulter Boulevard • Possible signalization of the Hwy 212/Engler Blvd intersection. Phone: 952.227,1400 Fax:952.227.1404 • Public utility services: the City of Chaska will need to verify that the existing sanitary sewer has capacity for the area. Planning a Natural Resources Phone:952.227.1130 • Establish a Joint Powers Agreement between the Cities of Far 952.227.1110 Chanhassen and Chaska. Public Works 1591 Park Road • If served by Chaska municipal services, any development within Phone:952.227.1300 Chanhassen city limits must reimburse Chanhassen for the Fax:952.227.1310 assessment to bring sewer and water into the area. If future Senior center extension of Chanhassen utilities provides service to the site, the Phone:952.227.1125 properties within the development area may be required to connect Fax: 952.227.1110 to Chanhassen utilities. Web Site www.ci.chanhassen.mn us Should the Gedney site be serviced by the City of Chaska the estimated total assessment for the Gedney site is $150,076, which was calculated as follows: The City of Chanhassen • A growing community with clean lakes, quality schools, a charming downtown, thriving businesses, winding trails, and beautiful parks. A geat place to live. work, and play. Joel Buttenhoff Thompson Avenue Ventures December 14, 2007 SEWER: $126,987 a) L 3-1 Trunk Sewer: 20.78 acres x 3 REUs/acre = 62.34 REUs (per deed) (Office/Industrial use) $1,453/REU x 62.34 REUs = $90,580 b) LB-1 Lift Station: $584/REU x 62.34 REUs = $36,407 WATER: $23,089 Total cost of trunk watermain improvements: $200,000 (PRVs) + $550,000 (watermain) = $750,000 Assume percentage of water benefit = percentage of sewer benefit Total REUs benefiting (per Comp. Sewer Plan) = 2,025 REUs $750,000 x (62.34 REUs - 2,025 REUs) = $23,089 We appreciate the opportunity to provide preliminary comments for this site development and look forward to working with you as the project progresses. Sincerely, CITY OF CCHANHASSEN Alyson Fauske,P.E. Assistant City Engineer c: Paul Oehme, Public Works Director/City Engineer /Cate Aanenson, Community Development Director Roger N. Knutson Elliott B. Knetsch Joel J. Jamnik Andrea McDowell Poehler Soren M. Mattick David S. Kendall Henry A. Schaeffer, III Alicia Schwartz Shana N. Conklin James J. Monge, III Jerome M. Porter Leah C.M. Koch Meagan K. Kelley Thomas J. Campbell* *Retired Grand (aA lire Comer 1 96D Blur Gcncian k�aa luin'yU I-a=pan, Aliunr�nta i i I_ I Vlain: 651-+>2-SUun f-err 631 i4-6'ii7 0 CAMPBELL KNUTSON August 14, 2020 Ms. Jean Steckling City of Chanhassen 7700 Market Boulevard P.O. Box 147 Chanhassen, MN 55317 Re: Miscellaneous Recordings Dear Ms. Steckling: Please find enclosed the following documents that were erecorded with Hennepin County: Conditional Use Permit 2020-09 which was erecorded on August 11, 2020 as document number A702191; and 2. Release of Land From Assessment Agreement for Lots 8 and 9, Block 5, Chanhassen Business Park which was erecorded on August 5, 2020 as document number T214817. Thank you. Very truly yours, CAMPBELL KNUTSON Professional Association J Jean son, Legal Assistant /jmo Enclosure SCANNED 2106200 . Docu0Number: A702191 Filed and/or Recorded on Aug 11, 2020 1:45 PM Office of the County Recorder/Registrar of Titles Carver County, Minnesota Kaaren Lewis, County Recorder Deputy KL Document Recording Fees $ 46.00 Document Total $ 46.00 Requesting Party: City of Chanhassen Pages: 6 This cover page has been added to this document by Carver County Land Records and is now an official part of this recorded document CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2020-09 1. Permit. Subject to the terms and conditions set forth herein, the City of Chanhassen hereby grants a conditional use permit for the following use: Food processing operation with outdoor storage for six 35-feet silos. 2. Property. The permit is for property situated in the City of Chanhassen, Carver County, Minnesota, and legally described as follows: See Exhibit A 3. Conditions. The permit is issued to allow Hemp Acres to process food products from hemp seeds and allow the construction of six 35-feet tall silos based on the plans prepared by Phillip D. Johnson, Architect, dated April 4, 2020, with the following conditions: Building: 1) A building permit will be required for unit improvements, silo installation, and unit remodeling. Engineering: 1) If an intensification or increase in use or an expansion is requested for the site, a traffic analysis will be required to determine the volume of traffic the new site will generate. 2) Any future intensification of the site usage shall investigate the use of the driveway access to Audubon Road. Natural Resources: 1) The applicant shall work with city staff to finalize a planting plan. 2) The applicant shall incorporate a landscape buffer along the north side of the building, which includes Autumn Blaze maple, Siouxland poplar, Black Hills spruce and Amur maples. 3) The front planting areas shall have wood mulch as a ground cover. 4) All proposed parking lot landscape islands and peninsulas shall comply with City Code. Planning: 1) When the site is redeveloped or the usage intensifies, the existing pickle tanks shall be removed from the property unless they are used as part of the building tenant operation. Water Resources: 1) Updated plans illustrating the total land disturbance activities associated with all site improvements shall be submitted for review and approval by the city. 4. Termination of Permit. The City may revoke the permit following a public hearing for violation of the terms of this permit. This permit becomes void if the property for which the permit is issued is subdivided or the lot lines of the property altered. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse, unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 27, 2020 OF CHANHASSEN F. I,uL III � U��/J1►i,..��/.�ii�/ice ather Johnston, Ittlerim City Manager STATE OF MINNESOTA ) (ss COUNTY OF CARVER ) The foregoing instrument was acknowledged before me this��ty of L 2020, by Elise Ryan, Mayor, and by Heather Johnston, Interim City Manager, of the City of�h5nt�assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. l/W��• NOTARY P DRAFTED BY: City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen, MN 55317 (952) 227-1100 IN I KIM T. MEUWISSEN Notary PuW�_Mlnneeota My c mmissbn ExpFgy Jen 37, 2a73 r1 LJ rJ EXHIBIT;% H.('A[. DUSC'RIPTiON: Parcel 1: That pan of the Northwest Quarter of Section 3. lownship 115. Range 23. Cancr Count-,. Minnesota described as follows: Beginning at a point in the West line of said Section. distant 1795.7 feet due South of the Northwest corner thereof: said lx,int being in the Southeasterly right of way line of the Minneapa,liN & St. Louis Railroad: thence running Northeasterly along said right of way line 997.8 feet: thence running due South parallel with the \Vest line of said Section 3, 272.18 feet to a point in the ccntcrline of the industry spur tract.. said point being the actual point of beginning of the tract of land to be described. said point also being in a curve having a radius of 694.69 feet, the radius paint of said can c being South 46 degrees 57 minutes East. 694.69 I'M fn,m said actual point of beginning: thence running Nonhcastcrl% along the ccntcrline of said industry spur track and along the arc of said cure to the right a distance of 89.72 feet to the end of said cure: thence running North 50 degrees 27 minutes East tangent to said curse and along the ccntcrline of said industry spur tract, 1270.56 feet to the beginning of a curve to the left having a radius of 599 39 fort: thcncc running Northeasterly along the are of said cure to the left and along the centerline of said industry spur track. a distance of 307.21 feet to the end of said cure: thence running Forth 21 degrees 05 minutes Fast tangent to said cure and along the ccntcrline of said induan spur track, 151.69 feet to the beginning of a cure to the right having a radius of 532.18 feet thence running Northeaslerh along the arc of said cure to the right and along the centerline of said indusuy spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis K St. Louis Railroad said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right of way line: thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North line 146.4 feel. more or less to the Northwest comer of the parcel of land comced to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds. Page 19. filed August 23. 1950; thence naming South at right angles 593.85 feet: thence deflecting 5? degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road. 150 feet. thence deflecting 5.1 degrees 47 minutes to the left and running Southcrh 175 feet to a point in the Northerly right of way line of uhc Chaska and Shakopee Road; thence naming Southwesterly along said Northerly right of way line 1676.9 feet. more or less. to a point in a line drawn parallel with the Wcst line of said Section 3 from the actual 1x,int of beginning; thence tinning North along said parallel line 367.62 feet, more or Icss. to the actual point of beginning. For the purpose of this description the West line of Section 3, Iownship 115. Range 23 is considered to 1n a due North and South line Except that part lying West of the fi,llowing described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerl from the Northwest comer thereof. said %%cst line has an assumed bearing of tiouth 0 degree. 33 minutes 32 second. West -said lx»nt }King on the Northerly line of the Chicago and North Westem Railroad Company right of way: thence North 51 degrees 08 minutes 10 wcondb East along said right of w.a}. line 1218.1 7 feet to the actual point of heginning of line A to be described thence tiuuth 2 ', degrees 43 minutes 37 seconds East 8.72 feet: thence Southerly 2-18.75 feet alone a tangential cure concave to the West haying a radius of 510.00 feet and a central angle ol'25 degree. 41 minutes 55 seconds: thence North 88 degrees 01 minutes 42 seconds W'cst and not tangent to said cure 5.M feet: thence Southerl. 96.91 feel along a non - tangential curve concave to the West haying a radius of 5050) feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 dcgTces 28 minutes 09 second. West: thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve. 143.07 feet: thence Southerly ::0.26 feet along a tangential cure concave to the Fast haying a radio, of 420.00 and a central angle of 45 degrees 03 minutes I: seconds. and there terminating. M►` V, Excepting therefrom the following described tract: 1 hat part of the Northeast Quarter of the \orlhwest Quarter of Section 3. Township 115 North. Range 2 3 West of the 5L� Principal %leridian. described as follows: Commencing at the northwest corner of the \ortlmest Quarter of -said Section 3: thence on an assumed bearing of South 88 degrees 52 minutes 27 second. Fact along the north line of said northwest Quarter a distance ol•2286.69 feet: thcncc South 01 degree 21 minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to he described: thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet: thence South 34 degrees 48 minutes 12 seconds Fast to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds_ page 5X. in the ollice ol'the Caner County Recorder. thence northerly along said westerly line to the northwestcrl line of said conveyed parcel. thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in ii.x)k 46 of Deeds. page 19. in the office of the Carver Cotmty Recorder. thence northerl along said west line to the intersection with a line betting North 52 dcgccs 44 minutes 44 seconds East from the point of beginning: thence South 52 decrees 44 minutes 44 seconds West Ua the lxiint ol'heginning. (Abstract Property) Parcel 2: That part of the North% cst Quarter of Section 3. Township 115 North_ Range 23 West Caner County. Minnesota_ described as follows: Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest comer thereof. said point being in the Southeastern right -of -wad line of the Chicago and Northwestern Railroad Company: thence nmning Northeasterly along said right-of-wsay line 997.8 fort to a point (which point is the North%%cst comer of the tract previoush. conveyed to American Sugar Company as described in Book 44 of Decds at Page 8 thereof). which point is the true point of beginning of the tract conveyed: thence running South parallel with the Vl'cst line of said Section 3. 272.19 feet to a Point (which point is the Northwest corner of the tract previously conveyed to M. A. Gcdncy Company as described in Book 61 of Decds at Pagc ''S 1 thereof) in a curve having a radius ot'694.69 feet. the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point: thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. Oedney Company as described in [Took 61 of Deeds at Page 251 thereof and along the arc of said curve to the right a distance of 89.72 feet In the end of said curve: thence running North 50 degrees 27 minutes Fast tangent to said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet thence running Northeasterly along the are of said cunt to the left a distance of .i07.21 feet to the end of said curve: thence running North 21 degrees 05 minutes East tangent to said curve 151.69 feet to the beginning of a cur%c to the right hawing a radius of 532.18 lent: thence running Northeasterly along the arc of said curve to the right 142.42 li ct to its intersection with the Southeasterly right-ol-wa% line of Chicago and Northwestern Railway Company railroad. said point being 48.93 feet Southwesterl% from the North line of said Section 3 as measured along said Southeasterly right-ol-way line: thence running Southwestcrly along said Southeasterly right-of-way line of Chicago and Northwcstcm Railway Company railroad to the point of }--ginning. Except that pan lying West of the lidlowing described Line A: Commencing at a Point on the Wcst line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed hearing of South 0 degrees 37 minutes 32 seconds Wcst. said point being, on the Northerly line of the Chicago and North Western Railroad Company right of %%a%: thence North 51 degrees 08 minute•% 10 seconds Last along said right of way line 1218.17 feet to the actual point of beginning of line A to he described. thence South 23 degrees 43 minutes 37 seconds Fast 8.72 feet; thence Scwtherh 228.75 feet along a tangential curve concave to the \Vest having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds: thence North 88 decrees 01 minutes 42 seconds \Vest and not tangent to said curve 5.00 feet thence Southern 96.91 keg along a non - tangential curve concave to the \V&%I having a radius of 505.00 feet and a central angle of 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West: thence South 12 degrees 57 minutes 59 seconds \Vest tangent to last described cure. 143.07 feet: thence Southern 330.2 feet along a tangential cure concave to the I at hawing a radius of 420.00 feet and a central angle of 45 dcY ce% 03 minutes 13 seconds. and there terminating. (Abstract Propert)) CITY OF CHANASISEN ENGINEERING DEPARTMENT 7700 Market Boulevard P.O. Box 147 CHANHASSEN, MN 55317 (952) 227-1160 FAX (952) 227-1170 TO: Campbell Knutson PA Grand Oak Office Center 1 860 Blue Gentian Road, Suite 290 Eagan, MN 55121 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter LETTER 0 TRANSMITTAL 7/30/20 Jean Olson ® Attached ❑ Under separate cover via the following items. ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Change Order ❑ Pay Request ❑ COPIES DATE NO. DESCRIPTION 1 7/30/20 Release of Land from Assessment Agreement 1 7/27/20 2020-09 Conditional Use Permit - Hemp Acres THESE ARE TRANSMITTED as checked below: ❑ For approval ® Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ® Recording ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS Please contact Bob Generous at 952-227-1131 or benerous@ci chanhassen mn.us with any questions about the CUP Please contact Kate Aanenson at 952-227-1139 or kaanenson@ci chanhassen.mn.us regarding the Release of Land document. Thank you. COPY TO: SIGNEDY%N L�T @an Steckling, (952) 227-1106 If enclosures are not as noted, kindly notify us at once. CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA CONDITIONAL USE PERMIT #2020-09 1. Permit. Subject to the terms and conditions set forth herein, the Cite of Chanhassen hereby grants a conditional use permit for the following use: Food processing operation mith outdoor storage for six 35-feet silos. 2. Property. The permit is for property situated in the City of Chanhassen, Caner Count}. Minnesota. and legally described as follows: See Exhibit A 3. Conditions. The permit is issued to allow Hemp Acres to process food products from hemp seeds and allow the construction of six 35-feet tall silos based on the plans prepared by Phillip D. Johnson, Architect, dated April 4. 2020. with the following conditions: Buildine: 1) A building permit will be required for unit improvements. silo installation. and unit remodeling. Engineering: 1) If an intensification or increase in use or an expansion is requested for the site, a traffic analysis will be required to determine the volume of traffic the new site mill generate. 2) Any future intensification of the site usage shall investigate the use of the driveway access to Audubon Road. Natural Resources: 1) The applicant shall work with city staff to finalize a planting plan. '_) The applicant shall incorporate a landscape buffer along the north side of the building. which includes .Autumn Blaze maple. Siouxland poplar. Black Hills spruce and .Amur maples. 3) The front planting areas shall have wood mulch as a ground cover. 4) All proposed parking lot landscape islands and peninsulas shall comply with City Code. Plannine: 1) When the site is redeveloped or the usage intensities. the existing pickle tanks shall be removed from the property unless they are used as part of the building tenant operation. eater Resources: 1 I [,updated plans illustrating the total land disturbance activities associated with all site improvements shall be submitted for review and approval b% the city. 4. Termination of Permit. The Cite may revoke the permit following a public hearing for violation of the terms of this permit. This permit becomes void if the property for which the permit is issued is subdivided or the lot lines of the property altered. 5. Lapse. If within one year of the issuance of this permit the authorized construction has not been substantially completed or the use commenced, this permit shall lapse. unless an extension is granted in accordance with the Chanhassen Zoning Ordinance. 6. Criminal Penalty. Violation of the terms of this conditional use permit is a criminal misdemeanor. Dated: July 27, 2020 (SEAL) STATE OF MINNESOTA ) ( ss COUNTY OF CARVER ) CITY OF CHANHASSEN li I/at 6/ tTi�-e Ryan. Mayor WFA AN ather Johnst(T. Itlferim Cite Manager The foregoing instrument was acknowledged before me this�day of ..� 2020. by Elise Ryan. Mayor. and by Heather Johnston. Interim Cite Manager, of the City of�assen, a Minnesota municipal corporation, on behalf of the corporation and pursuant to the authority granted by its City Council. �w� 1. YYj��,t..�t�n._s�f.�►-� NOTARY PU Q -0 1, City of Chanhassen P. O. Box 147 7700 Market Boulevard Chanhassen. MN 55317 (952)227-1100 "'l, KIM T. MEUWISSEN W' Notary PuboC-Mlmesora Mr c0R NOM EVhs h. 1h ans EXHIBIT A I.f(W. 1)I'S('R1PT1O\: Parcel 1: That part of the Northwest Quarter of Section :. lowtiship 115. Range 21. Caner Count. Minnesota described a% tidlow Beginning at a point in the West lire of said Section ; distant 1795.7 feet duc South of the Northwest comer thereof. said point tying in the Southeasterly right of wad line of the Minneapolis & St. 1 ouis Railroad: thence running \orthcastcrl% along• vid right of tray line 997.8 feet: thence running due South parallel with the West line of -rid Section 772.18 feel to a point in the centerline of the induas spur track. said point being the actual point of beginning ol'the tract ol'land to be described. said Point also being in a cure ha%ing a radius of 694.69 feet the radius point of %rid can c }wing South 46 degrees 57 minutes I ast 694.69 feel from said actual point of beginning: thence running \oncca%tcrl% along the centerline of said industrN spur trace and along the arc of said curve to the right a distance of 99.72 feet to the end of said curse: thence running worth 50 degrm 27 minutes East tangent to said curse and along the cmicrlinc of said indus[n spur tract, 1 _70.56 ILei to the beginning of a cunt to the left haying a radius of 5WIQ feet: thence running Northeasterh along the arc of said curs c to the left and along the centerline of %aW inducts spur tract. a distance of : 07._l feet to the end of said cunc: thence running North 21 degrees 05 minute- Last tangent to said ctlr%c and along the centerline of said inducts spur track. 151.69 fcrt to the beginning of a trine to the right hd%ing a radius of 5:'.18 feet thence rennin= Nortleaaerh along tho; arc of said cunt to the ri-Flit and along the centerline of said industry spur track 142.42 feet it, it. intcrwction with the Southeaster) right of wa. fine of ific Minneapolis & St. Louis Railroad. said point tieing 4R.9t feet Souihwcstcrh from the worth line of said Section a% mrnwred along said Southcasterh right of was lone. thence running \drthcasterh along said Southeastern right of was line s8 Q+ feet to a point in the North line of %aid %m ion thence running East along said \orh line 146.4 feet, more or less to the Northwest comer of the parcel of lard con.cncd to St Johns h%angcltca! Lutheran ('hurch a% recorded in Rook 46 Deeds. Page 19_ filed August 21. 1950: thence running South at right angles 597.95 fiat. thence deflecting t? degrees 47 minutes to the right and running Southwesterly parallel with the \ortherh right of was line of the Chaska and Shakopee Road. 150 feet: thence deflecting 5 : degrees 47 minutes to the Icft and running Southcrh 175 feet to a point in the \onherl% right of was line of the Chaska and Shakopee Road: thence running Southwcsterh along said \ortherly right of was line 1676 9 1ict. more or less. to a point in a line drawn parallel with the West line of said Section + from the actual i%,int oft+cginning: thence running North along said parallel lire 167.62 feet. more or less, to the actual point of beginning.. 1 or the purpvw of this description the West line of Section I. loan -hip 115. Range'__ is considered to he a due Norh and South line txcert that part h ing West of the hollowing dcwribcd Line A: Commencing at a point on the West line of said \orihwcst Quaricr distant 1654.337 feet Southcrlr from the Northwest comer thereof. said lAcst line has an assurned hearing olfSouth u degrees."-Idtvree%."-I minutes l'_ second. WesL vid pt,int Icing „n the \onherl line of the Chicago and North Western Railroad C'ompam right of ea,.thence \orih 51 degrees 08 minutes 10 -ton& East along said right of wa% line I'_ 18.17 feet to the ac=l point of heginning of line A to he described: thence South 21, degrees 4: minute :7 seconds East 8 7: feet: thence Southerl '-8.75 feet along: a tangential cunt conca%e to the West ha%inc a radius of 510.00 feet and a central angle ol-7r degree cYo 41 minutes 55 snds: t}nncc North 88 degrees 01 minuets'_ � seconds Hest and not tangent to said curve 5.00 feet. thence tioulhcrl% 96.91 feet along a non - tangential cure concayc to the west hating a radius of m5o) feet and a central angle of l0 degrees 59 minute. 41 seconds and a chord beliting of South 07 degrees 28 minuses 09 seconds West: thence South l: degrees 57 minute% 59 seconds West, tangent it, last described suns. 14:.07 feet: thence Southcrlti _:0._6 feet along a tangential cure conca%e to the I ast h4%ing a radius of 420(XI and a central angle of 45 degrees 0: minutes 1: seconds. and them terminating. AN1) Excepting therefrom the follouinc described tract: I hat part of the \oriheact Quarter of the \,wthwcst Quarter of Section ?. TowMship 115 North - Range ' � West of tlk 5L- Principal Meridian- described as folio%%-: Commencing at the northwest corner of the \orthNest Quarter ol'uid Section ;: thc-ncc on an assumed bearing of South 88 degrees 52 minutes 27 seconds Faa along the north line of said \orthwe%l Quarter a distance ol* 229 a.h9 ICet: thence South 01 degrees 21 minutes 25 seconds W c%i a distance of 195.90 fin to the point of beginning of the land to he described: thence Sowrih 52 degree 44 minute 44 seconds West a distance of 412.15 feet: thence South =4 degrees 48 minutes 12 wort& i ast it, the interceder with the westerh line of the parcel con%c5cd to Northern States Power Company b5 the documcm recorded to Polk hl of Deed-0- page 59. in the ollice ol'!he Caner Count% Recorder tlumce rnnnherl% along said westerly line to the northwestcrh line of said conveyed parcel: thence northeasterl% along said ru.rth%%c%IL l% line to the inter.ection with the wNcrl% line of the parcel con%c}ed to St. John's E%angelical Lutheran Chunk b% the okKument recorded in Mw,k 46 of fkeds, page 19, in the office of the Caner County Recorder, thence northerl along said weft line to the imenec-tion with a line hearing \onh 5'_ dc&m-cs 44 minutes 44 seconds East from the point of beginning: thence South 5_ degrees 44 minutes 44 secor^t% West u+ the po+inn of heginninc. IAhstract PmpertSl Parcel '_: That parr of the Northwest Quancr of Section :. Tow% -ship 115 North. Range 2, West Carer County. Minnesota described as follows: &-ginning at a point in the West line of said Section ', distant 1795.7 feet South of the Northwest comer thereof. said point being in the Southeasterh rightti+t=was line of the Chicago and Northwestern Railroad Compam: thence running Nordcaster!% along said right of --was line 998 fict to a point twhich point is the \orth%%cpt cornc7 of the tract previoush rnme_sed to American Sugar Company as descrbed in Honk"ol'!keels at Page 8 thereoft which point is the true point of beginning tit the tract conw%cd: thence running South parallel with the West line of said Section +. _7'_.18 feet Uo a point i which point is the Northwest corner of the tract pre%iousl% con%eted to M. A. Gcdrey Company as describe! in Book 61 of Dccds at Page 251 thereof) in a came having a radius of 693.69 feet, tan radius point of said curse heing %truth 36 degree% 57 minutes East 644 69 feet from said point_ theme running Northcastcrl% along the Northwesterly line of the tract prc%iously con%cycd to M. A. (iedne% Company as described in Rcwi: 61 of Deeds at Page 251 thereof and along the are of said cw c to the right a disancc of R9.72 feet to the end of said curve: thence runninc North 50 &grecs 27 minutes Last tangent to said curve 1 _'?0.56 feet it, the beginning of a -tart c to the left hat ing d radius of 599 _9 feet: thence running Northcastcrh along the are of maid curve to the left a distance of 307.21 feet to the end of said canoe: thence running. North 21 degrees 05 minutes La%t tangent to said cur%c 151.69 feet to the beginning of a can c to the right having a radius of 512.19 Icct: thence running \orthea_scrl% along the arc of said curve to the right 132.3: Ic'-t to its intersection with the Southeaster!% nght.of=wa% line of -Chicago and Northuestern Rail%%a% Compan% railroad said point being 38.91 feet Southwesterh liom the North line of said Section : a% mea%ured along aid Sotnheasterh right -tit way line: thence running Southwcstal% along said Sntrthcasterl% right-of-way line of Chicago and tiorthw-stcm Railway Compam railroad to the point of beginning. r%ccpi that part lying West of the lollowing described Linc :%: Commencing at a point on the West line of said Northwest (,quarter distant 1655.: 7 feet Southery from the Northwwest comer thereof: said W'c-st line has an accurned hearing of South 0 degaslc% 11 mimics i' seconds West said point heing on the \„ash-rh line of the Chicago and North Western Railnwd Compan% right of «a%. thence North 51 degree. Olt minutes 10 seconds I ast along mid right of way line 1 -'18.17 feet to the actual point of beginning of Line \ to he described: thence South _t degree, 431 minutes 27 seconds Fast 9.72 feet. theme soudwrl% 228.75 feet along a tangential cane c+n"%c to this. West having a raditus of 510.00 feet and a central annglc of 25 degrees 31 minutes 55 %w- in %s thane North 88 degrees 01 minute% 32 seconds West and nor tangent to said ctm c 5.00 feet thence Southerly 96.91 feet along a non - tangential curve concave to the West has ing a radius of 505 00 feet and a central angle of !(I degree. 59 minutes 31 seconds and a chord bearing of South 07 derges'_8 minutes 09 seconds West thence South 12 decrees 57 minutes 59 seconds Wcst tangent to last describe! cure. 131.07 feet: thence Southerl% +ll.= feet along it tangential cunt concave to the Iasi having a radius of 320.00 feet and a central angle of 35 degrees 0: minutes I. seconds- and there terminating. iAbstract Ihoperty I tITY OF C HAAASSE N Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow July 29, 2020 Mr. Charles Levine Hemp Acres. LLC 8420 County Road 10 E. N'aconia. MN 55387 Re: Planning Case #2020-09 Conditional Use Permit for Food Processing with Silos Dear Mr. Levine: This letter is to confirm that on July 27, 2020. the Chanhassen City Council approved the Conditional Use Permit for food processing operation with outdoor storage for six 35-foot silos subject to the following conditions: Building: 1) A building permit will be required for unit improvements, silo installation. and unit remodeling. Engineering: I If an intensification or increase in use or an expansion is requested for the site, a traffic analysis will be required to determine the volume of traffic the new site will generate. 2) Any future intensification of the site usage shall investigate the use of the driveway access to Audubon Road. Natural Resources: I The applicant shall work with city, staff to finalize a planting plan. 2) The applicant shall incorporate a landscape butler along the north side of the building. which includes .Autumn Blaze maple. Siourland poplar. Black Hills spruce and Amur maples. 3) The front planting areas shall have wood mulch as aground cover. 4) All proposed parking lot landscape islands and peninsulas shall comply with City Code. scoso PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 NHASSEN•MINNESOTA Mr. Charles Levine • • Hemp Acres July 29. 2020 Page 2 Planning: 1) When the site is redeveloped or the usage intensifies. the existing pickle tanks shall be removed from the property unless they are used as part of the building tenant operation. Water Resources: 1) Updated plans illustrating the total land disturbance activities associated with all site improvements shall be submitted for review and approval by the city. Before the building permit can be issued. the conditions of the Conditional Use Permit must be met. If you have any questions or need additional information. please contact me at (52) 227-1131 or baenerousa ci.chanhassen.mn.us. Sincer �V Robert Generous. AICP Senior Planner cc: Joel Buttenhoff. Capstone Investors. LLC ec: Kate Aanenson. Community Development Director Erik Henricksen. Project Engineer Charlie Howley. City Engineer/Public Works Director Heather Johnson. Interim Cit}Manager Jill Sinclair. Environmental Resource Specialist Eric Tessman. Building Official Matt Unmacht. Water Resources Coordinator s:`.plan2020 planning esses120-09 hemp acres cup (old aedne) building -'_ 100 stoughtont approsa] letter. docc 0 P� Qa,00 -og CITY OF CHANHASSEN CARVER AND HENNEPIN COUNTIES, MINNESOTA FINDINGS OF FACT AND RECOMMENDATION If `►f:7�i Application of Hemp Acres, LLC and Capstone Investors, LLC for a Conditional Use Permit to operate a food processing facility with outside storage of six 35-foot silos. On July 7, 2020, the Chanhassen Planning Commission met at its regularly scheduled meeting to consider the application of Hemp Acres, LLC and Capstone Investors, LLC for a Conditional Use Permit for the property located at 2100 Stoughton Avenue. The Planning Commission conducted a public hearing on the proposed conditional use preceded by published and mailed notice. The Planning Commission heard testimony from all interested persons wishing to speak and now makes the following: FINDINGS OF FACT The property is currently zoned Industrial Office Park, IOP. 2. The property is guided by the Land Use Plan for office industrial uses. 3. The legal description of the property is: See Exhibit A 4. Section 20-232: a. The proposed use will not be detrimental to or endanger the public health, safety, comfort, convenience or general welfare of the neighborhood or the city. b. The proposed use will be consistent with the objectives of the city's Comprehensive Plan and the zoning ordinance. c. The proposed use will be designed, constructed, operated and maintained so to be compatible in appearance with the existing or intended character of the general vicinity and will not change the essential character of that area. d. The proposed use will not be hazardous or disturbing to existing or planned neighboring uses. e. The proposed use will be served adequately by essential public facilities and services, including streets, police and fire protection, drainage structures, refuse disposal, water and sewer systems and schools; or will be served adequately by such facilities and services provided by the persons or agencies responsible for the establishment of the proposed use. SGNyNEED J f. The proposed use will not create excessive requirements for public facilities and services and will not be detrimental to the economic welfare of the community. g. The proposed use will not involve uses, activities, processes, materials, equipment and conditions of operation that will be detrimental to any persons, property or the general welfare because of excessive production of traffic, noise, smoke, fumes, glare, odors, rodents, or trash. h. The proposed use will have vehicular approaches to the property which do not create traffic congestion or interfere with traffic or surrounding public thoroughfares. i. The proposed use will not result in the destruction, loss or damage of solar access, natural, scenic or historic features of major significance. j. The proposed use will be aesthetically compatible with the area. k. The proposed use will not depreciate surrounding property values. 1. The proposed use will meet standards prescribed for certain uses as provided in Chapter 20, Article IV of the City Code. 5. The planning report #2020-09 dated July 7, 2020, prepared by Robert Generous, et al, is incorporated herein. RECOMMENDATION The Planning Commission recommends that the City Council approve the Conditional Use Permit subject to the conditions of the staff report. ADOPTED by the Chanhassen Planning Commission this 7th day of July, 2020. 0 n u EXHIBIT A LiiGAI. Di'SC'RIPTiO\: Parcel 1: That pan of the Northwest Quarter of Section 3, township 115. Range 23, CarcT County, Minnesota, descrihed as lollows: Beginning at a point in the Vest line of said Section , distant 1795.7 feet due South of the Northwest corner thereof. said point being in the Southeasterly right of way line of the Minneapolis & St. Louis Railroad: thence running Northeasterly along said right of wav line 997.8 feet: thence running due South parallel with the West litre of -,aid Section 3, 272.18 feet to a point in the centerline of the industry spur track, said point being the actual point of beginning of the tract of land to be described. said point also being in a curve having a radius of 694.69 feet the radius point of said cunc being South 46 degrees 57 minutes fast. 694.69 fact from said actual point of beginning; thence running Northeastcrl\ along the ocnterlinc of said industry spur track and along the arc of said curt to the right a distance of 89.72 feet to the end of said curt: thence running North 50 degrees 27 minutc-s East tangent to said cur%c and along the centerline of said industry spur track 1270.56 fleet to the beginning of a curve to the left having a radius of 51P. 39 feet: thence running Northeasterly along the arc of said curve to the left and along the centerline of said industry spur tract a distance of 307.21 feet to the end of said cunc: thence mmning Forth 21 degrees 05 minutes Fast tangent to said cure and along the centerline of said industn spur track, 151.69 feel to the beginning of a curve to the right having a radius of 532.18 feet thence running Northeasterly along the am of said cunt to the right and along the centerline of said industry spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad_ said point heing 48.93 feet Southeocstaly from the North line of said Section 3 as measured along said Southeasterly right of way line. thence running Northeasterly along said Southeasterly right of way line 48.93 feet to a point in the North line of said Section 3; thence running East along said North lint 146.4 feet more or less to the Northwest comer of the parcel of land convc�cd to St. John's Evangelical Lutheran Church as recorded in Book 46 Deeds. Page 19. filed August 23, 1950: thence running South at right angles 593.85 feet: tfwmv deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road. 150 feet. thence deflecting 53 degrees 47 minutes to the left and running Southerly 175 feet to a point in the Northerly right of wuy line of the Chaska and Shakopee Road; thence running Southwesterly along said \ortherly right of way line 1676.9 feet. more or less. to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning; thence running Forth along said parallel line 367.62 feet, more or less. to the actual point of heginning. For the purpose of this description the West line of Section 3, 1owmhip 115. Range 23 is considered to be a due North and South line. Except that pan ling West of -the lollowing described Line A: Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof. said Wcst line has an assumed hearing of"South 0 degrees 33 minutes 32 second. W'ea said point being on the Nonhcrh line of the Chicago and North Wcstcm Railroad Company right of tray: thence North 51 degrees 08 minutes 10 seconds East along said right of way line 1218.17 feet to the actual point of beginning of Line A to be descrihed thence South 23 degrees 43 minutes ,7 seconds East 8.72 feet: thence Southerly 2-18.75 feet alone a tangential curve concave to the West having a radius of 510.00 feet and a central angle ol-25 degrees 41 minutes 55 seconds: thence Forth 88 degrees Ol minutes 42 seconds West and not tangent to said curve 5.11(1 feet: thence Southerly 96.91 lief along a non - tangential cure concave to the West having a radius of 505.0() feet aril a central angle of i 0 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West thence South 12 degrees 57 minutes 59 seconds West, tangent to last described curve. 143.07 feet: thence Southerly 330.26 feet along a tangential cure concave to the Ea l having a radius of420.(H) and a central angle of"45 degrees 03 minutes 13 seconds. and there terminating. AND Excepting therefrom the following described traw I hat pan of the Northeast Quarter of the Northwest Quarter of Section 3. Township 115 North, Range 23 West of the 5w Principal Meridian, described as follows: Commencing at the northwest corner of the Northwest Quarter of said Section 3: thence on an assumed bearing of South 88 degrees 52 minutes 27 seconds Fast along the north line of said Northwest Quarter a distance of 2286.69 fi:et: thence South 01 degree 21 minutes 25 seconds W'cs7 a distance of 195.90 feet to the point of beginning of the land to be described thence South 52 degrees 44 minutes 44 seconds West a distance of 412.15 feet: thence South 34 degrees 48 minutes 12 seconds I•:aa to the intersection with the westerly line of the parcel conveyed to Northern States Power Company by the document recorded in Book 61 of Deeds_ page 58, in the office of"the Carer County Recorder: thence northerly along said westerly line to the northwesterly line of said conveyed parcel; thence northeasterly along said northwesterly line to the intersection with the westerly line of the parcel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Rook 46 o1"Deeds, page 19. in the office of the Carer County Recorder: thence northerly along said west line to the intersection with a line bearing North 52 degrees 44 minutes 44 seconds East from the point of beginning: thence South 52 degrees 44 minutes 44 seconds West to the Point of"beginning. (Abstract Pmpertr) Parcel 2: That motet of the Northwest Quarter of Section 3. Township 115 North. Range 23 West Carer County, Minnesota, described as follows: 0 • Beginning at a point in the West line of said Section ',distant 1795.7 feet South of the Northwest corner thereol'' said point being in the Southeasterly line of the Chicago and Northwestern Railroad Company: thence running Northeasterly alone said right -of -Ha} line 997.8 feet to a point (which point is the Northwest corner of the tract previously conveyed to American Sugar Company as described in Book 44 of Dee& at Page 8 thereof)_ which point is the true point of beginning of the tract conveyed: thence running South parallel with the West line of said Section 3.272.18 feet to a point (which point is the Northwest corner of the tract previously conveyed to M. A. Gcdncy Company as described in Rook 61 of Deeds at Page 251 thereof) in a curve having a radius of 694.69 feet. the radius point of said curve being South 46 degrees 57 minutes East 694.69 feet from said point. thence running Northeaster) along the Northwester)• line of the tract previously conveyed to M. A. 6edney Company as described in [look 61 of Dceds at Page '_51 thereof and along the are of said curve to the right a distance of R9.72 legit tug the end of said curve: thence running North 50 degrees 27 minutes hest tangent u) said curve 1270.56 feet to the beginning of a carve to the left having a radius of 599.39 feet: thence running Northeasterly along the are of said curve to the left a distance of 307.21 feet to the end of said curve: thence running North 21 degrees 05 minutes Fast tangent to said curve 151.69 feet to the beginning of a cure to the right having a radius of 532.1 S Icet; themes running Northeasterly along the are of said carve to the right 142.42 feet to its intersection with the Southeasterly rightlhl=way line of Chicago and Northwestern Railway Company railroad_ said point being 48.93 feet Southwesterly from the North line of said Section 3 as measured along said Southeasterly right-of-way line: thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwestern Railway Company railroad to the point of heginning. Except that part lying West of the Iidlowing described Line A: Commencing at a point on the Wcst line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed hearing of South 0 degrees 33 minutes 32 seconds WcsL said point being on the Northcrly line of the Chicago and North Western Railmad Company right of way: thence North 51 degrees 08 minutes 10 seconds last along said right of way line 1219.17 feet to the actual point of beginning of Line A to be described: thence South 23 degrees 43 minutes 37 seconds Last 8.72 feet. thence Southerly 228.75 feet along a tangential cure concave to the West having a radius of 510.00 feet and a central angle of 25 degrees 41 minutes 55 seconds: thence North 88 degrees 01 minutes 42 seconds West and not tangent to said cure 5.00 feet thence Southerly 96.91 feet along a non- umgential curve concave to the West laving a radius of 505.00 feet and a central angle of l0 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West thence South 12 degrees.57 minutes 59 seconds West tangent to last described curve. 143.07 feet: thence Southerly 330.2 feet along a tangential curve concave to the Fast having a radius of 430.00 feet and s central angle of 45 der rces 03 minutes 13 seconds_ and there terminating. (Abstract Property) Pc 0- 0 CITY OF CHAIIANHASSASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO. 2020-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July7, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a Conditional Use Permit (CUP)for Food Processing and Outdoor Storage on property located at 2100 Stoughton Avenue. Zoned Industrial Office Park (TOP). Applicant: Charles Levine, Hemp Acres, LLC. / Property owner. Joel Buttenhoff, Capstone Investors, LLC A plan showing the location of the proposal is available for public review on the city's web site at w ..ci.chanhassen. mn.us/2020-09 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous Senior Planner Email: bgenerous@ ci.chanhassen.mn-us Phone: 952-227-1131 (Published in the Chanhassen Villager on Thursday, June 25, 20202020: Now) Affidavit of Publication Southwest News Media State of Minnesota) )SS. County of Carver ) Laurie A. Hartmann, being duly swom, on oath says that she is the General Manager the news- papers known as the Chaska Herald and the Chanhassen Villager and has full knowledge of the facts herein stated as follows: (A) These newspapers have complied with the requirements constituting qualification as a legal newspaper, as provided by Minnesota Statute 331A.02, 331A.07, and other applicable laws, as amended. (� (B) The printed public notice that is attached to this Affidavit and identified as No.�,J was published on the date or dates and in the newspaper stated in the attached Notice and said Notice is hereby incorporated as part of this Affidavit. Said notice was cut from the columns of the newspaper specified. Printed below is a copy of the lower case alphabet from A to Z, both inclusive, and is hereby acknowledged w being the kind and size of type used in the composition and publication of the Notice: abcdefghbkhnnopgrstuvwxyz Subscribed and sworn before me on thisQ-5' day of 2020 7 Vblic By: Laurie A. Hartmann .IYMME JJ0113 NOTARY PUBLIC - MI MY COMMISSION EXPIR RATE INFORMATION Lowest classified rate paid by commercial users for comparable space.... $31.20 per column inch Maximum rate allowed by law for the above matter ................................ $31.20 per column inch Rate actually charged for the above matter ........... .................................. S14.03 per column inch 8MNWC.- 0 • CITY OF CHANHASSEN AFFIDAVIT OF MAILING NOTICE STATE OF MINNESOTA) (ss. COUNTY OF CARVER ) I, Kim T. Meuwissen, being first duly sworn, on oath deposes that she is and was on cwe a5' r 2020, the duly qualified and acting Deputy Clerk of the City of Chanhassen, Minnesota; that on said date she caused to be mailed a copy of the attached notice of Public hearing to consider a request for a Conditional Use Permit (CUP) for Food Processing and Outdoor Storage on property located at 2100 Stoughton Avenue (Hemp Acres); Zoned Industrial Office Park (IOP), Planning Case File No. 2020-09 to the persons named on attached Exhibit "A", by enclosing a copy of said notice in an envelope addressed to such owner, and depositing the envelopes addressed to all such owners in the United States mail with postage fully prepaid thereon; that the names and addresses of such owners were those appearing as such by the records of the County Treasurer, Carver County, Minnesota, and by other appropriate records. Kim T. Meuwissen, Deputy Clerk Subscribed and sworn to before me this day of 2020. (Seal) Notary Publ �M�W"a Ajwm ta Notary This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, state and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City does not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City does not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents, or third parties which arse out of the users access or use of data provided. This map is neither a legally recorded map nor a survey and is not intended to be used as one. This map is a compilation of records, information and data located in various city, county, stale and federal offices and other sources regarding the area shown, and is to be used for reference purposes only. The City tices not warrant that the Geographic Information System (GIS) Data used to prepare this map are error free, and the City tices not represent that the GIS Data can be used for navigational, tracking or any other purpose requiring exacting measurement of distance or direction or precision in the depiction of geographic features. The preceding disclaimer is provided pursuant to Minnesota Statutes §466.03, Subd. 21 (2000), and the user of this map acknowledges that the City shall not be liable for any damages, and expressly waives all claims, and agrees to defend, indemnity, and hold harmless the City from any and all claims brought by User, its employees or agents. or third parties which anse out of the users access or use of data provided. ((TAX —NAME)) eTAX_ADD_LID ((TAX_ADD_L2)) ((Next Record))((TAX_NAME» «TAX ADD L1» «TAX ADD L2» Notice of Public Hearing Chanhassen Planning Commission Meeting Notice of Public Hearing Chanhassen Planning Commission Meeting Date & Time: Tuesday, July 7, 2020 at 7:00 p.m. This hearing may not start until later in the evening,depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. The purpose of this hearing is to consider a request for a Proposal: Conditional Use Permit (CUP) for Food Processing and Outdoor Storage on property located at 2100 Stoughton Avenue. Zoned Industrial Office Park (IOP). Property owner: Joel Buttenhoff, Capstone Investors, LLC Applicant: Charles Levine, Hemp Acres LLC Property 2100 Stoughton Avenue Location: A location map Is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting, the Chair will lead the public hearing through the following What Happens steps: at the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the project. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-09. If you wish to talk to someone about this project, please contact Robert Questions &Generous by email at baenerous0ci.chanhassen.ril or Comments: by phone at 952-227-1131. If you choose to submit written comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on the project web site listed above the Thursday prior to the Planning Commission meeting. NEWT Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www.ci.chanhassen.mn.us/notifyme to sign up! City Review Procedun: • Subdivisions. Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Welland Alterations, Flavorings, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of no application in writing. Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information add a recommendation. These reports are available by request. At the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the public to speak about the proposal as a pan of the hearing process. The Commission will dose the public hearing and discuss the item and make a recommendation to the City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, land use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commercialMdustrial. • Minnesota State Statute 519.99 requires all applications to be processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and scheduling for the City Council meeting. • A neighborhood spokespersofVrepresenlative is encouraged to provide a contact for the city. Often developers are encouraged d meal with the neighbortrood regarding their proposal Staff is also available to review the project with any interested persone). • Bemuse the Planning Commission holds the public hearing, the City Council does hot. Minutes are taken and any correspondence regarding the application will be included in the neort to the City Council ff you wish to have something to be included in the report, please vented the Planning Stan person named on the notification. Date & Time: Tuesday, July 7, 2020 at 7:00 p.m. This hearing may not start until later in the evening, depending on the order of the agenda. Location: City Hall Council Chambers 7700 Market Blvd. The purpose of this hearing is to consider a request for a Conditional Use Permit (CUP) for Food Processing and Proposal Outdoor Storage on property located at 2100 Stoughton Avenue. Zoned Industrial Office Park (IOP). Property Owner: Joel Buttenhoff, Capstone Investors, LLC Applicant: Charles Levine, Hemp Acres LLC Property Location: 2100 Stoughton Avenue A location map is on the reverse side of this notice. The purpose of this public hearing is to inform you about the applicant's request and to obtain input from the neighborhood about this project. During the meeting. Chair will lead the public hearing through the following What Happens at steps: the Meeting: 1. Staff will give an overview of the proposed project. 2. The applicant will present plans on the project. 3. Comments are received from the public. 4. Public hearing is closed and the Commission discusses the prpject. If you want to see the plans before the meeting, please visit the city's projects web page at: www.ci.chanhassen.mn.us/2020-09. If you wish to talk to someone about this project, please contact Robert Generous by email at bb enerous(aci chanhassen mn us or Questions & by phone at 952-227-1131. If you choose to submit written Comments: comments, please send one copy to staff in advance of the meeting. Staff will provide copies to the Commission. The staff report for this item will be available online on dh project web site listed above the Thursday prior to Planning Commission meeting. NEWI Sign up to receive email and/or text notifications when meeting agendas, packets, minutes and videos are uploaded to the city's website. Go to www,ci.chanhassen.mn.us/notifyme to sign up! City Review Procedure: • Subdivisions, Planned Unit Developments, Site Plan Reviews, Conditional and Interim Uses, Wetland Alterations, Rezoninga, Comprehensive Plan Amendments and Code Amendments require a public hearing before the Planning Commission. City ordinances require all property within 500 feet of the subject site to be notified of the application in writing Any interested party is invited to attend the meeting. • Staff prepares a report on the subject application that includes all pertinent information and a recommendation. These reports are available by request. Al the Planning Commission meeting, staff will give a verbal overview of the report and a recommendation. The item will be opened for the Public to speak about the proposal as a part oft" hmnng process. The Commission will dose the Public hearing and discuss the item and make a recommendation to Me City Council, The City Council may reverse, affirm or modify wholly or partly the Planning Commission's recommendation. Rezonings, lard use and code amendments take a simple majority vote of the City Council except rezonings and land use amendments from residential to commerclal6ddustnal. is Minnesota State Statute 519.99 requires all applications to W processed within 60 days unless the applicant waives this standard. Some applications due to their complexity may take several months to complete. Any person wishing to follow an item through the process should check with the Planning Department regarding its status and sdreduling for the City Coundl meeting, • A neighborhood sWkespersonlrepresentative Is encouraged to provide a contact for the city. Often developers are encouraged to meet with the neighborhood regarding their proposal. Staff is also available to review the project with any interested person(s). • Bemuse the Planning Commission hobs the public hearing, the City Council does not. Minutes are taken and any correspondence regarding the application will be induced in the report to the City Council. ff you wish to have something to be included in the report, lease contact the Planning Staff person named on the notification. PIN TAX _NAME TAX_ADD_LS 300790070 CHASKA CITY 1 CITY HALL PLAZA 301370100 CHASKA ECONOMIC DEV AUTH 1 CITY HALL PLZ 250030700 AUGUST VENTURES LLC 102 JONATHAN BLVD N SUITE 200 300031500 ELEANOR J WEST 1160 STOUGHTON AVE 300031200 RENEE JEAN OAKLEY 1170 STOUGHTON AVE 300031300 CONSTANCE PHILLIPS 1180 STOUGHTON AVE 300031710 JOSE ROBERTO PEREZ 11952 CHESHOLM LN 301370010 REALTY INCOME PROPERTIES 3, LLC 11995 EL CAMINO REAL 300031800 MINNESOTA VALLEY ELEC CO-OP 125 MINNESOTA VALLEY DR 3DO030100 MRS OF CHASKA LLC 1312 CREST DR 300340111 DOG RANCH LLC 16504 REEDER RDG 300790030 STAR GROUP LLC 1718 N BROADWAY 300341000 HARRI 1 RINTA 18025 KELLY LAKE RD 301370050 MARIANNE WIDENER MULLINS REV TRUST 19220TWIN OAKS LN 250340111 TKG III CHASKA LLC 215 N STADIUM BLVD STE 207 300340100 MINNESOTA MUNICIPAL POWER AGENCY 220 S 6TH ST SUITE 1300 300790020 THE BAIATA GROUP LLC 2439 KEHOE AVE 300032700 ST JOHNS EVANG LUTH CHURCH 300 4TH ST E 300031400 THOMAS A & STACY L DERNER 4460 QUAAS AVE 300790040 CHANHASSEN 212 LP 5270 HOWARDS POINT RD 304820010 DOCTORS PARK PARTNERSHIP 552 MISSION HILLS DR 301380020 BRECONWOOD VILLAGE LLC 6500 CITY WEST PKWY No. 315 301380040 RONALD R OLSON 6970INWOOD RD 301370051 INTERNATIONAL COMPUTING SYSTEMS CORP 7730 VASSERMAN TRL 301380030 CHASKA VENTURES LLC 811 LASALLE AVE S SUITE 210 300340500 FERRELLGAS LP ONE LIBERTY PLAZA 301380010 VALVOLINE LLC PO BOX 55630 300341100 ALL STEEL PRODUCTS CO PO BOX 73 300030200 BRAKEMEIER ENTERPRISES LP PO BOX 9222 TAX_ADD_1.2 SITEADD CHASKA, MN 55318-1962 CHASKA, MN 55318-1950 CHASKA, MN 55318 2100 STOUGHTON AVE CHASKA, MN 55318-2150 1160 STOUGHTON AVE CHASKA, MN 55318-2150 1170 STOUGHTON AVE CHASKA, MN 55318-2150 1180 STOUGHTON AVE EDEN PRAIRIE, MN 55347 1260 STOUGHTON AVE SAN DIEGO, CA 92130-2539 1400 CRYSTAL LN JORDAN, MN 55352-9369 2060 STOUGHTON AVE CHASKA, MN 55318-1710 2420 CHASKA BLVD EDEN PRAIRIE, MN 55347 NEW ULM, MN 56073 1032 GATEWAY DR CARVER, MN 55315-9667 SONOMA, CA 95476 1305 CRYSTAL LN COLUMBIA, MO 65205 1875 FLYING CLOUD DR MINNEAPOLIS, MN 55402-4525 SAN MATEO, CA 94403 1002 GATEWAY DR CHASKA, MN 55318-2114 1950 STOUGHTON AVE WATERTOWN, MN 55388-9347 1200 STOUGHTON AVE EXCELSIOR, MN 55331-8368 1042 GATEWAY DR CHANHASSEN, MN 55317-7716 EDEN PRAIRIE, MN 55344-7732 1340 CRYSTAL LN COLOGNE, MN 55322-9167 2300 CRYSTAL LN CHANHASSEN, MN 55317-4506 1301 CRYSTAL LN MINNEAPOLIS, MN 55402 1320 CRYSTAL LN LIBERTY, MO 64068-2970 2300 CHASKA BLVD LEXINGTON, KY 40555 1380 CRYSTAL LN CHASKA, MN 55318-D073 2250 CHASKA BLVD COPPELL,TX 75019-9240 `J u CITY OF CHANHASSEN CARVER & HENNEPIN COUNTIES NOTICE OF PUBLIC HEARING PLANNING CASE NO.2020-09 NOTICE IS HEREBY GIVEN that the Chanhassen Planning Commission will hold a public hearing on Tuesday, July_ 7, 2020 at 7:00 p.m. in the Council Chambers in Chanhassen City Hall, 7700 Market Blvd. The purpose of this hearing is to consider a request for a Conditional Use Permit (CUP) for Food Processing and Outdoor Storage on property located at 2100 Stoughton Avenue. Zoned Industrial Office Park (IOP). Applicant: Charles Levine, Hemp Acres, LLC. / Property Owner: Joel Buttenhoff, Capstone Investors, LLC A plan showing the location of the proposal is available for public review on the city's web site at www.ci.chanhassen.mn.us/2020-09 or at City Hall during regular business hours. All interested persons are invited to attend this public hearing and express their opinions with respect to this proposal. Robert Generous Senior Planner Email: bRenerousaci.chanhassen.mn.us Phone: 952-227-1131 (Publish in the Chanhassen Villager on June 25, 2020) giplan12020 planning cases@0-09 hemp acres cup (old gedney building - 2100 stoughtonpph notice to villagn.docx SCANW—a L_1 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division — 7700 Market Boulevard Mailing Address — P.O. Box 147, Chanhassen, MN 55317 CITY OF CHANHASSEN Phone: (952) 227-1130 / Fax: (952) 227-1110 AGENCY REVIEW REQUEST LAND DEVELOPMENT PROPOSAL Please review and respond no later than the review response deadline Agency Review Request Date: Agency Review Response Deadline: Date Application Filed: June 8, 2020 June 18, 2020 June 5, 2020 Contact: Contact Phone: Contact Email: Robert Generous, AICP 952-227-1131 bgenerous@ci.chanhassen.mn.us Senior Planner Planning Commission Date: City Council Date: 60-Day Review Period Deadline: July 7, 2020 at 7:00 p.m. July 27, 2020 at 7:00 p.m. August 4, 2020 Application: Consider a request for a Conditional Use Permit (CUP) for Food Processing and outside storage for six silos on property located at 2100 Stoughton Avenue es). -09 -09Plannin Case: 2020 W.... In order for staff to provide a complete analysis of issues for Planning Commission and City Council review, we would appreciate your comments and recommendations concerning the impact of this proposal on traffic circulation, existing and proposed future utility services, storm water drainage, and the need for acquiring public lands or easements for park sites, street extensions or improvements, and utilities. Where specific needs or problems exist, we would like to have a written report to this effect from the agency concerned so that we can make a recommendation to the Planning Commission and City Council. Your cooperation and assistance is greatly appreciated. City Departments: Federal Agencies: Adjacent Cities: ❑ Attorney ❑ Army Corps of Engineers ® Chaska ® Building Official ❑ US Fish & Wildlife ❑ Eden Prairie ® Engineer ❑ Jackson Township ® Fire Marshal Watershed Districts: ❑ Minnetonka ® Forester ® Park Director ❑ Carver County WMO ❑ Shorewood El Victoria ® Water Resources ® Lower MN River ❑ Law Enforcement ❑ Minnehaha Creek Adjacent Counties: ❑ Riley -Purgatory -Bluff Creek Carver County Agencies: Utilities: ❑ Hennepin ❑ Scott ❑ Community Development ® Engineer ❑ Cable TV — Mediacom ❑ Environmental Services ❑ Electric — Minnesota Valley School Districts: ❑ Historical Society ❑ Electric — Xcel Energy ❑ Eastern Carver County 112 ❑ Parks ❑ Magellan Pipeline ❑ Minnetonka 276 ElSoil &Water Conservation District ❑ Natural Gas — CenterPoint Energy ❑ Phone — CenturyLink Other Agencies: State Agencies: ❑ Hennepin County Regional Railroad ❑ Board of Water & Soil Resources Authority ❑ MN Landscape Arboretum ❑ Health ❑ Historical Society ❑ SouthWest Transit ❑ Natural Resources -Forestry ❑ TC&W Railroad ❑ Natural Resources -Hydrology ❑ Pollution Control ❑ Transportation sr„a,Ntv_11 COMMUNITY DEVELOPMENT DEPARTMENT Planning Division - 7700 Market Boulevard CITY OF CHANHASSEN Mailing Address - P.O. Box 147, Chanhassen, MN 55317 Phone: (952) 227-1300 / Fax: (952) 227.1110 APPLICATION FOR DEVELOPMENT REVIEW //.`` Submittal Date: D U PC Date.1_� �--�1 `0 CC Date: ` �7 .16 60-Day Review DateSection 1: : Application .• apply) (Refer to the appropriate Application Checklist for required submittal information that must accompany this application) ❑ Comprehensive Plan Amendment ......................... $600 ❑ Minor MUSA line for failing on -site sewers ..... $100 ❑ Conditional Use Permit (CUP) ❑ Single -Family Residence ................................ $325 ® All Others......................................................... $425 ❑ Interim Use Permit (IUP) ❑ In conjunction with Single -Family Residence.. $325 ❑ All Others......................................................... $425 ❑ Rezoning (REZ) ❑ Planned Unit Development (PUD)..................$750 ❑ Minor Amendment to existing PUD................. $100 ❑ All Others......................................................... $500 ❑ Sign Plan Review ................................................... $150 ❑ Site Plan Review (SPR) ❑ Administrative.................................................. $100 ❑ Commercial/Industrial Districts*......................$500 Plus $10 per 1,000 square feet of building area: thousand square feet) Include number of existing employees: Include number of new employees: ❑ Residential Districts ......................................... $500 Plus $5 per dwelling unit (_ units) ❑ Subdivision (SUB) ❑ Create 3 lots or less ........................................ $300 ❑ Create over 3 lots .......................$600 + $15 per lot (_ lots) ❑ Metes & Bounds(2lots)..................................$300 ❑ Consolidate Lots..............................................$150 ❑ Lot Line Adjustment ......................................... $150 ❑ Final Plat.......................................................... $700 (Includes $450 escrow for attorney costs)' 'Additional escrow may be required for other applications through the development contract. ❑ Vacation of Easements/Right-of-way (VAC)........ $300 (Additional recording fees may apply) ❑ Variance (VAR) .................................................... $200 ❑ Wetland Alteration Permit (WAP) ❑ Single -Family Residence ............................... $150 ❑ All Others ....................................................... $275 ❑ Zoning Appeal ...................................................... $100 ❑ Zoning Ordinance Amendment (ZOA)................. $500 NOTE: When multiple applications are processed concurrently the appropriate fee shall be charged for each application. ❑ Notification Sign (City to install and remove)...................................................................................................................... $200 ❑ Property Owners' List within 500' (City to generate after pre -application meeting) .................................................. $3 per address ElEscrow for Recording Documents (check all that apply).........................(addresses) ............... ....... ......... $50 per document ❑ Conditional Use Permit ❑ Interim Use Permit ❑ Site Plan Agreement ❑ Vacation ❑ Variance ❑ Wetland Alteration Permit ❑ Metes & Bounds Subdivision (3 dots.) ❑ Easements I— easements) ❑ Deeds TOTAL FEE: Section 2: Required Information Description of Proposal: Property Address or Location: 2100 Stoughton Ave Parcel #: Parcel 1. 2 & 3. Legal Description: attached Total Acreage: 2 3.4 1 a est. Wetlands Present? ❑ Yes ® No Present Zoning: Select One Requested Zoning: Select One Present Land Use Designation: Select One Requested Land Use Designation: Select One Existing Use of Property: Industrial - Warehouse ❑Check box if separate narrative is attached APPLICANT OTHER THAN PROPERTY OWNER: In signing this application, I, as applicant, represent to have obtained authorization from the property owner to file this application. I agree to be bound by conditions of approval, subject only to the right to object at the hearings on the application or during the appeal period. If this application has not been signed by the property owner, I have attached separate documentation full legal of capacity to file the application. This application should be processed in my name and I am the party whom the City should contact regarding any matter pertaining to this application. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: Hemp Acres LLC Contact: Charles Levine Address: 8420 County Road 10 E Phone: 952-442-4832 City/State/Zip: WaConia, MN 55387 Cell: 612-240-5440 Email: wWWhempacresusa.com Fax: Signature: 4m�;�, 1"- - Date: June 5, 2020 PROPERTY OWNER: In signing this application, I, as property owner, have full legal capacity to, and hereby do, authorize the filing of this application. I understand that conditions of approval are binding and agree to be bound by those conditions, subject only to the right to object at the hearings or during the appeal periods. I will keep myself informed of the deadlines for submission of material and the progress of this application. I further understand that additional fees may be charged for consulting fees, feasibility studies, etc. with an estimate prior to any authorization to proceed with the study. I certify that the information and exhibits submitted are true and correct. Name: _ Capstone Investors LLC Contact: Joel Buttenhoff Address: 102 N Jonathan Blvd #200 Phone: 952-368-9009 City/State/Zip: Chaska MN 55318 Cell: 612-723-7760 Email:Fax: ure: Date: June 5, 2020 L This must be completed in full an must be accompanied by all information and plans required by applicable City Ordinance provisions. Before filing this application, refer to the appropriate Application Checklist and confer with the Planning Department to determine the specific ordinance and applicable procedural requirements and fees. A determination of completeness of the application shall be made within 15 business days of application submittal. A written notice of application deficiencies shall be mailed to the applicant within 15 business days of application. PROJECT ENGINEER (if applicable) Name: Contact: Address: Phone: City/State/Zip: Cell: Email: Fax: Section 4: Notification Inforinatioll Who should receive copies of staff reports? 'Other Contact Information: ❑ Property Owner Via: ❑ Email ❑ Mailed Paper Copy Name: ❑ Applicant Via: ❑ Email ❑ Mailed Paper Copy Address: ❑ Engineer Via: ❑ Email ❑ Mailed Paper Copy City/State/Zip: ❑ Other' Via: ❑ Email ❑ Mailed Paper Copy Email: INSTRUCTIONS TO APPLICANT: Complete all necessary form fields, then select SAVE FORM to save a copy to your device. PRINT FORM and deliver to city along with required documents and payment. SUBMIT FORM to send a digital copy to the city for processing. SAVE FORM PRINT FORM SUBMIT FORM CITY OF CHANHASSEN • • P O BOX 147 CHANHASSEN MN 55317 06/09/2020 10:54 AM Receipt No. 00440756 CLERK: dwashburn PAYEE: Hemp Acres, LLC Charles Levine 8420 County Road 10 Waconia MN 55387- 2100 Stoughton Ave Hemp Acres ------------------------------------------------------- use & Variance 425.00 Sign Rent 200.00 Recording Fees 50.00 GIS List 114.00 Total 789.00 Cash 0.00 Credit Cd 789.00 Change 0.00 w 342,0 i ? g >r�15� 54 B Leo V4� 0 0 MinneHemp is a hemp processor, making consumable food products from the hemp seed. The hemp seed is a small grain (about half the size of soybeans), comprised of a outer shell and an inner heart. The shell is high in fiber and the inner heart is high in protein and essential fatty acids. MinneHemp will erect 4000-6000 bushel, smooth -wall hopper bins to hold the grain as it awaits cleaning and processing. Farmers will have previously dried the hemp grain to 8%-9% moisture on their farm before delivering by the semi -load. Once delivered, MinneHemp will have a conveying system to unload the semi -truck into the grain bin, to be further cleaned and processed. Once in the bin, the grain is a stable, non -explosive product that will feed into the building for cleaning. The product will enter the building via flex -augers or drag -conveyors, feeding an air-screener, gravity table, and indent machine. The cleaned grain will fall back into a drag -conveyor and outside to a separate hopper bin for holding the cleaned grain. The clean grain hopper will feed back inside the building via drag -conveyor, dispensing grain at each station for further processing. Once the grain re-enters the building, it is deposited at different processing platforms. The first process will be a platform that squeezes the oil from the seed. This is process uses a enclosed screw -press that stays below 150F, ensuring that it is cold=pressed. The oil goes through filtering, refining, and bottling. The cake or hemp meal, is the by-product from the press. The cake is either augured outside to load a semi -truck, or goes on to further processing for protein powder and baking flour. The protein milling station will consist of grinding and sifting. This platform will have an enclosed dust system, exhausting to an outside dust collector. The dehulling platform will also have an enclosed dust system, exhausting to an outside dust collector. All platforms will be producing bulk quantities of finished product to be stored in bulk tote bags, drums, ibc totes, or semi dump trucks. 0 ----------------- Products: Cold Pressed Hemp Seeds Page 1 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Selected Sections of a HACCP Plan For Cold Pressed Hemp Seeds Reviewed by: Plant Manger Date: v�i. 514�p v 0 9 Products: Cold Pressed Hemp Seeds Page 2 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Table of Contents CompanyOverview................................................................................................................................. 3 ProductDescription.................................................................................................................................4 ProductDescription.................................................................................................................................5 FlowDiagram..........................................................................................................................................6 ProcessNarrative....................................................................................................................................7 Ingredients and Packaging Material.....................................................................................................7 ReceiveHemp Grain............................................................................................................................7 ReceivePackaging...............................................................................................................................7 StoreHemp Grain................................................................................................................................7 StorePackaging...................................................................................................................................7 CleanHemp Grain................................................................................................................................7 Auger Clean Grain from Outdoor Hopper to Indoor Hopper.................................................................7 KK40Screw Pressing............................................................................................................................8 HempSeed Oil.....................................................................................................................................8 Filtering/Pump....................................................................................................................................8 Filling (5-gallon pails, 55-gallon drum)..................................................................................................8 Store, Ship...........................................................................................................................................8 HempSeed Cake..................................................................................................................................8 Milling.................................................................................................................................................9 Sifting.................................................................................................................................................. 9 MetalDetection..................................................................................................................................9 55-Gallon Drum.......................................................................................................................................9 Filling(201b sacs).................................................................................................................................9 Store, Ship...........................................................................................................................................9 HazardAnalysis..................................................................................................................................... 30 Process Preventative Control.................................................................................................................15 Allergen Preventive Controls.................................................................................................................15 Ingredient Allergen Identification......................................................................................................15 Production Line Allergen Assessment................................................................................................16 ----------------- Products: Cold Pressed Hemp Seeds F Page 3 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Scheduling Implications: ............... Allergen Cleaning Implications: (Required) ............................................... Sanitation Preventive Controls.................................................................... Zoning and Related GMP Controls ..... Cleaning and Sanitation................................................................ Microbiological Verification of Sanitation Practices ....................... Supply -chain -applied Preventive Controls Program ........................... Company Overview Hemp Acres is a small processing facility that makes a variety of consumable products from locally grown industrial hemp seeds and flower. The manufacturing process begins by cleaning the grain of any foreign seeds and debris to a level of 99.9% pure hemp seed. Once clean, the grain is then fed into a screw press, where the oil is extruded from the hemp seed. The grain being fed through the press exceeds 140°F, ensuring a kill step. After passing through the press, the oil separates from the seed, collected and passes through a filtration process. The hemp meal (cake) is milled and sifted to collect the protein powder. • Seed Cleaning (described in this plan) • Hemp Seed Oil (described in this plan) • Hemp Protein Powder (described in this plan) The hemp seed oil and protein powder are made 5 days a week in one 5-hour production shift, followed by 3 hours of sanitation. Dry cleaning is used in production area, with select pieces of equipment being cleaned in a three -compartment sink, or sanitized and washed down in place. Water is treated and tested per EPA requirements by the county. An integrated pest control program is also in place. Products: Cold Pressed Hemp Seeds Page 4 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Product Description Product Name Hemp Seed Oil Product Description, Including Important Food This product is a ready to eat oil, bottled in 12floz Safety Characteristics glass amber bottles, 1-gallon jugs, 5-gallon pals, or 55-gallon drums. During the filtering process diatomaceous earth and bleaching clays are added to filter and refined for a more stable product shelf life. Ingredients Hemp Seed Packaging Used Glass, 12floz individual retail package with label Plastic, food grade 1-gallon, 5-gallon pail, 55- gallon food grade drum. Intended Use Ready to eat oil, bulk blending oil, cosmetic oil Intended Consumers General consumption, topical applications Shelf Life 18 months Labeling Instructions None Storage and Distribution Ambient, not to exceed 90017, Keep refrigerated upon opening Approved: Date: Signature: Print Name: Products: Cold Pressed Hemp Seeds Page 5 of 18 Plant Name: Hemp Acres U-C ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Product Description Product Name Hemp Protein Powder Product Description, Including Important Food This product is ready to eat protein powder Safety Characteristics packed in 201b sealed bags. The process involves milling the cake to a fine powder which then passes through a sifter, separating the protein from the fiber. The low water activity makes the product shelf stable. Water activity >_ 0.65 Ingredients Hemp Seed Cake Packaging Used 201b food safe bags Intended Use Ready -to -eat protein powder, protein bars, mix with smoothies etc. Intended Consumers General Consumption Shelf Ufe 10 Months Labeling Instructions None Storage and Distribution Ambient, not to exceed 90°F, keep in a cool dry place. Approved: Date: Signature: Print name: Products: Cold Pressed Hemp Seeds Page 6 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Flow Diagram Receive Packaging Receive hemp grain Gray area indicates primary pathogen control area Store Packaging I I Store grain in 4000 bu. Hopper Clean grain to 99.9% pure with air screener and gravity table, filling smaller hopper Auger clean grain from outside hopper to inside hopper Hemp Seed Cake KK40 grain screw press Hemp Seed Oil — I I r +140°F Cake falls in trough and Oil falls into trough and into augured into cake hopper 1" Mixing Tank Pump/Filter Cake is augured up to mill Milling Sifting P2 � Metal detection Pcc z 55-galllon food bucket I Filling, 25lb-501b sacs I 2nd Mixing Tank CCPI PCC 1 :ron filter Clean oil tank Filling, 55-gallon drums I I Filling, 5-gallon pails Store, ship 1 '*i Store,ship 9 Products: Cold Pressed Hemp Seeds Page 7 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Process Narrative Ingredients and Packaging Material Processing material is purchased from local farmers and delivered on site by farmer. Supplier that provide hemp grain have had their grain load sampled for microbial content by Minnesota Valley Testing Labs. Each delivery is administered a lot number to ensure traceability to the source of grain. Packaging material are purchased from an approved supplier that complies with internationally recognized food safety and quality systems. Receive Hemp Grain Hemp Grain — Received by the semi -load. Unloading of the hemp grain is transferred from the semi -truck via Hemp Acres grain vacuum, and blown into 4000bu. Hopper bin. A lot number is assigned with each delivery and a copy is given to both Hemp Acres and the deliverer. Receive Packaging Bags and bottles are delivered in bulk to the facility. Suppliers provide a certificate of conformance that packaging materials and inks meet food safety and regulatory requirements. Store Hemp Grain Ingredients are comprised only of raw hemp seed. Once processed the ingredients are stored in the facility (temperature kept below 70°F). All containers are sealed to avoid cross -contact and cross - contamination during storage. Store Packaging Buckets, bottles, and sacs are stored in a dry dedicated space within the facility. Packaging is used First - In -First -Out. Clean Hemp Grain Grain is augured form 4000 bu. Hopper bin to air screener. The grain falls onto two screens with specific slotted holes to size the grain and remove foreign seeds. Air is applied to both the top screen and bottom screen to blow off debris. The grain falls out the clean shoot and into a 13' elevator leg. The elevator lifts the grain, unloading into the gravity table. The gravity table uses more air and screening to remove any seeds that aren't hemp and remove immature/undesirable seeds. The clean shoot from the gravity table is now 99.9% pure hemp seed (an acceptable level to process) and is dispensed into a 22' elevator leg. This leg unloads the cleaned grain into a 3.5-ton bulk hopper tank, which holds clean grain ready to be processed. Auger Clean Grain from Outdoor Hopper to Indoor Hopper Grain is augured from outside hopper to indoor hopper. The indoor hopper gravity feeds the presses, removing the oil from the seed. Products: Cold Pressed Hemp Seeds Page 8 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES KK40 Screw Pressing Heat sleeves are applied to the screw press to raise the temperature of the barrels to 200°F. This warms the barrels allowing for the seed to begin crushing. The press is adjusted accordingly to allow for the maximum amount of oil to be squeezed from the seed. The press heads stay a constant temperature above 140OF and under intense pressure, ensuring a kill step at this point. Once the press is set, it runs untouched until 300L oil tank is full. Hemp Seed Oil There are two troughs that separate the oil from the cake. The oil collects and flows from the trough into a 300L stainless steel tank. A substantial amount of sediment from the press falls into the tank as well, which is a crucial part of the filtering process. Filtering/Pump Once the desired amount of oil is collected in the dirty oil tank, the press is shut down so filtering can commence. A ratio mixture of Diatomaceous Earth (DE) is added to the oil and a stirrer is turned on to agitate the sediment and DE together. Once a desired mixture is achieved, the oil is pumped through a screening plate filter under pressure. This process circulates the oil through the filter, back into the dirty oil tank. After about 1 hour of running, the DE and sediment have filtered the oil < 1 micron, and the oil is pumped into the 2ntl mixing tank. Now the sediment is removed from the filter frames and cleaned. The oil will go through one more step to remove the chlorophyll and any heavy metals which will ensure stability of the oil. With the stirrer activated, Bleaching Clays (BE) and DE are added back into the dirty oil tank. Once the desired mixture is set, the pump is turned on, moving the oil back through the filter for about 1 hour (or until desired levels of purity are met). Once the oil meets our set standards, a bypass valve is opened, passing through a 1-micron filter, filling a 300L stainless steel tank, or 55-gallon drum, with clean oil. Filling (5-gallon pails, 55-gallon drum) The identity of the 5-gallon pail or 55-gallon drum is confirmed for each batch placed on the line to ensure that it is the correct material and proper SKU #. 5-gallon buckets are filled directly by hand from the 300L clean oil tank. 55-gallon drums are filled directly from a filling hose off the 1-micron filter. Once filled they are moved down the line to be capped, sealed, and labeled for completion. Store, Ship Jugs, pails, and drums are stored in a designated area in the facility or shipped out immediately upon customers' requests. Hemp Seed Cake The cake is extruded hot off the press and falls into a designated "cake trough". In this trough is a slow - moving stainless -steel auger which conveys the cake into a designated "cake hopper', cooling it along the way. Once to the end of the trough, the cake falls into the hopper and awaits milling. 0 Products: Cold Pressed Hemp Seeds Page 9 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Milling Connected to the cake hopper is a stainless -steel flighting auger. Once this flighting auger is initiated, the caked travels up to 13', unloading into a grinder. This grinder spins at high rpm's, pulverizing the cake into a fine powder and passes through a screen. Sifting In one fluid motion, the pulverized cake falls from the grinder, through food grade tubing, and onto a sifting screener. The sifter is aggressively vibrating, allowing for finer particles (protein) to fall through, while leaving the larger particles (fiber) on top of the screen. The two particles exit the screen through spouts and fall through more food grade tubing. Critical control point to ensure no metal can pass through a .35mm screen. Metal Detection As the protein exits the sifter, it falls through a food grade tube which passes through a calibrated metal detector. This ensures no metal is ending up in the sifted protein. 55-Gallon Drum As the protein falls through the metal detector, we fill 55-gallon drums at a time to ensure no metal shavings are in the final protein sacs. Filling (201b sacs) When the 55-gallon drum is close to being full, it is transferred out with a new drum. We then scoop from the 55-gallon bucket into 201b food grade bags for wholesale. Sacs are sealed, dated, labeled, and ready for shipment. Store, Ship Sacs are stored in a designated area within the facility or shipped out immediately upon customers' requests. Products: Cold Pressed Hemp Seeds Page 10 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Hazard Analysis Hazard identification (column 2) considers those that may be present in the food because the hazard occurs naturally, the hazard may be unintentionally introduced, or the hazard may be intentionally introduced for economic gain. B= Biological hazards including bacteria, viruses, parasites, and environmental pathogens. C= Chemical hazards, including radiological hazards, food allergens, substances such as pesticides and drug residues, natural toxins, decomposition, and unapproved food or color additives. P= Physical hazards include potentially harmful extraneous matterthat may cause choking, injury or other adverse health effects. (1) (2) (3) (4) (5) (6) Ingredient or Identify potential food Are any Justify your What preventive Is the Processing safety hazards potential food decision for control measures preventive Step introduced, controlled safety hazards column 3 can be applied to control or enhanced at this requiring a significantly applied in step preventive minimize or this step? control? prevent the food safety hazards? Process including CCP's Allergen, Sanitation, Supply -chain, other preventive Yes No Yes No control Receive B None Packaging: C None 12fioz glass P None bottles,5-gal pails, 55-gal drum, 201b sacs Store B None Packaging C None P None Receive Hemp B None X Grain is All shipments of X Grain automated grain undergo 3rd vacuum party analysis system. prior to delivery to ensure grain Ll Products: Cold Pressed Hemp Seeds Page 11 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES meets certain standards. C Gluten X Grain 3rd party analysis. X undergoes Gluten testing before delivery P Foreign debris, X Grain passes Air Screener, X metal, wood through Gravity Table, multiple Magnets before cleaning entering press. machines and magnets to ensure no foreign debris entersthe facility Store Hemp B None X Grain is The grain will X Grain between 8%- ultimately enter 9% moisture the press which exceed 140°F, acting as a kill step C None P None Clean Hemp B None X Contamination Sanitation Control X Grain possible if —Zoning, environment maintain dry and employee environment, practices not Cleaning managed at equipment before appropriate operating and hygiene level. after shut down. C None P Metal, wood, X Contamination Applying air, X foreign debris possible if screens of delivery of multiple sizes and grain has magnetics ensure foreign debris. nothing but hemp enters the indoor hopper Continued Products: Cold Pressed Hemp Seeds Page 12 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Auger Clean B None X Cracking of Monthly cleaning X Grain from seeds in auger, of the auger is Outdoor causes free preformed Hopper to fatty acids Indoor Hopper C None P None KK40 Screw B None X Contamination Sanitation control X Press possible if —Zoning, environment maintaining dry and employee environment practices not managed at appropriate hygiene level. C None P None Hemp Seed Oil B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Filtering/Pump B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C Minerals from DE X Diatomaceous Bleaching clay X and BE Earth and remove Bleaching chlorophyll which clays are provides stability Products: Cold Pressed Hemp Seeds Page 13 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES natural occurring food safe minerals used as filter aid. P None Filling B None X Contamination Sanitation control X (5-gallon, 55- possible if —Zoning, gallon drums) environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Store, Ship B None C None P None Hemp Seed B None X Contamination Sanitation control X Cake possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P I None Continued Products: Cold Pressed Hemp Seeds Page 14 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Milling Yes No Yes No B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P Metal X Poorly Subsequent Metal X maintained or Detection ware on mill could generate metal fragments passing through the screen. Sifting B None X Contamination Sanitation control X possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Metal B None Detection C None P Metal Inclusion X Metal may be Process control — X present from metal detector previous operation 55-gallon B None X Contamination Sanitation control X Drum possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before 0 Products: Cold Pressed Hemp Seeds Page 15 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES managed at and after each appropriate batch. hygiene level. C None P None Filling 20-lb B None X Contamination Sanitation control X Sacs possible if —Zoning, environment maintaining dry and employee environment. practices not Cleaning before managed at and after each appropriate batch. hygiene level. C None P None Store, Ship B None C None P None Process Preventative Control Process Hazards Critical Monitoring Corrective Verification Record What How Frequency Who Control Limits Action Metal Metal Alarm/L Fall Constant Plant Rerun Signature Per Detectio Inclusio ight through Mana per batch Batch n n ger Filtering Sedimen %of DE Incorporat Per Batch Plant Sample Signature Per t & BE a Mana testing per batch Batch Inclusio Mix measured ger n amounts into dirty oil tank Allergen Preventive Controls Ingredient Allergen Identification Raw Material Name Supplier I Allergens in Ingredient Formulation Allergens in Precautionary Labeling Egg Milk Soy Wheat Tree Nut Peanut Shellfish Products: Cold Pressed Hemp Seeds Page 16 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES Hemp Local None Grain Organic Famers Production Line Allergen Assessment Product Name Production Line Intentional Allergens Egg Milk Soy Wheat Tree Peanut Fish Shellfish Nut Hemp 1 Grain Scheduling Implications: Hemp grain is hypoallergenic; therefore, no risk is currently present in the processing of hemp grain. Allergen Cleaning Implications: (Required) Allergen cleaning is unnecessary due to the fact we only deal with the hemp grain which is hypoallergenic. Sanitation Preventive Controls Zoning and Related GMP Controls The processing areas are maintained at a higher hygiene level than receiving, storage, and shipping area, as specified in SOP 15-123 — High Hygiene Sanitation Procedures. As specified in SOP 15-456 — Employee Hygiene in High Hygiene Areas, employees must put on smocks that do not have pockets, change into factory shows, put on protective equipment (hair net, beard net), and wash their hands before entering processing and production area. Filling area is maintained at the same hygiene level as the processing area (See SOP 15-789 — Filling Procedures). Equipment and utensils that are cleaned out -of -place are cleaned and sanitized in a wash area adjacent to the processing area. Clean equipment is dried and stored on tables and racks in an area adjacent to the processing area. Cleaning a sanitation equipment has a dedicated location to store sanitation and cleaning equipment. Cleaning and Sanitation The facility, including loading areas are dry cleaned. Processing area, and storage area are maintained dry during production. Lines and equipment are wet cleaned and sanitized before each new batch of processing begins. Equipment is completely dried priorto production. See these Standard Operating Procedures for details. • SOP 16-454 — Dry Cleaning Products: Cold Pressed Hemp Seeds Page 17 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES • SOP 16-455— Controlled Wet Cleaning Microbiological Verification of Sanitation Practices ASalmonella environmental monitoring program is in place to verify that controls are sufficient to prevent the presence and harborage of Salmonella in the environment and equipment. This program includes an evaluation of Enterobacteriaceae levels as an additional verification that conditions do not exist that could lead to the presence and harborage of Salmonella. Enterobacteriaceae environmental monitoring occurs weekly and Salmonella monitoring occurs monthly. Additional environmental monitoring is conducted in the event of special circumstances, including equipment maintenance in processing area. Leaks that could occurring in the oil processing that could introduce free fatty acids to oils and proteins. See: • SOP 15-282: Environmental Monitoring Verification Procedures • SOP 15-283: Environmental Monitoring for Special Circumstances Supply -chain -applied Preventive Controls Program We work directly with farmers to provide us with hemp grain that meets certain specifications. Prior to delivery, farmers are required to third party analysis their grain for microbiological content of the grain. Raw Material or Ingredient Hemp Grain Approved Supplier Approval Date Hazards APC, Mold, Yeast, E. Coli, Salmonella, Mycotoxins, Gluten, Peroxide, Free Fatty Acids Preventive Controls Applied by the Supplier Proper harvest and storage of grain Type of Supplier Verification 3rd party analysis of homogenized sample taken from grain bin Verification Procedure A copy of a 3rd party analysis. Copy of field location of where grain was grown, how it was harvested, and stored. Records • Incoming goods log • 3`d party COA of grain • Bill of Lading verifying each shipment of grain • Lot numbers assigned to each incoming delivery of grain. • Corrective action records. 0 2-year record keeping Products: Cold Pressed Hemp Seeds Page 18 of 18 Plant Name: Hemp Acres LLC ISSUE DATE 04/15/19 Address: 8420 County Road 10 E Waconia, MN 55387 SUPERSEDES EXHIBiT;\ LEGAL DESCRIPTION: Parcel 1: That part of the Northwest Quaner of Section 3. township 115. Range 23, Caner Count}. Minnesota, described as lollows: Beginning at a point in the West line of said Section 3 distant 1795.71"ect due South of the'Northwest comer thereof. said point being in the Southeastcrly right of way line of the Minneapolis & St. Louis Railroad: thence running Northeasterly along said right of way line 997.8 feet thence running due Soulh parallel with the West line of said Section 3. 272.18 feet to a point in the ccntcrline of the industry spur track, said point being the actual point of beginning of the tract of land to be dewribed, said point also being in a curve having a radius of 694.09 feet. the radius point of said curyc being South 46 degrees 57 minutes I"asL 694.69 lect from said actual point of beginning: thence running Norlhe tsteTh along the ccntcrline of said industry spur track and along the an of said curve to the right a distance of 89.72 fcct to the end of said cur%c: thence running North 50 degrees 27 minutes East tangent to said cunt and along the ccrucrlinc of said industry spur track 1270.56 feet to the beginning of a curve to the left having a radius of 59'). 39 beet: thence running Northeasterly along the arc of said cure to the left and along the centerline of said industry spur track. a distance of 107.21 feet to the end of said cure: thence running North 21 degrees 05 minutes last tangent to said can"c and along the ccntcrline of said industry spur track, 151.69 feet to the bgrmning of a curve to the right haying a radius of 532.18 feet: thence running Northeastery along the arc of said cur%c to the right and along the centerline of said industn spur track 142.42 feet to its intersection with the Southeasterly right of way line of the Minneapolis & St. Louis Railroad. said point being 48.93 feet Southwcsterly from the North line of said Section 3 as measured alone said Southeasterly right of way line: thence running Northeastcrl) along said Southeasterly right of way line 48.93 feet to a point in the North line of said Seefion 3: thence tanning East along said North line 146.4 lecl, mum or less to the Northwest comer of the panel of -land culn v%cd to St. John's Evangelical Lutheran Church as rmorded in Hook 46 Deeds. Page 19_ filed August 23. 1950: thence running South at right angles 593.85 feet; thence deflecting 53 degrees 47 minutes to the right and running Southwesterly parallel with the Northerly right of way line of the Chaska and Shakopee Road. 150 feet: thence deflecting 53, degrees 47 minutes to the left and running Souther}% 175 feel to a point in the Northerly right of way line of the Chaska and Shakopee Road; Ihrncc nrtuting Southwesterly along said Nnrtherk right of way line 1676.9 feet. more or less, to a point in a line drawn parallel with the West line of said Section 3 from the actual point of beginning: thence running North along said parallel line 367.62 feet. more or less, to the actual point of heginning. For the purpose of this description the West litre of Section 3, lo%nship 115. Range 23 is considered to he a due North and South line Except that pat lying West of the li,flowing described Line A: Mi14 ZD Commencing at a point on the West line of said \orth%est Quarter distant 1655.37 feet SouthevR from the \orthxest comer thereof. said Nest line has an assured hearing of South o degrees 33 minutes 32 seconds West. ,aid point being on the Korthcrh line of the Chicago and North Westem Railroad Company right of way: thence North 51 degrees 08 minutes 10 seconds East along said right of x'a% line I218.17 feet to the actual point of beginning of Line A to be described: thence South _i degrees 43 minutes 37 seconds East 8.72 feet: thence Southerly 2-18.75 feet alone a tangential curse concave to the West hu%ing a radius of 5I0.00 feet and a central angle degree+ 41 minutes 55 seconds: thence Korth 88 degrees 01 minutes 42 seconds A cst and not tangent to said curve 5.tx) feet: thence Stnaherh 96 91 feel along a non - tangential curve concave to the West haying a radius of 505.181 feet and a central angle of l0 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West: thence South 12 degrees 57 minutes 59 second, West. tangent to last described curvy. 1.13.07 feet: thence Sottherh 330'6 feet along a tangential cone cortca%e to the East having a radius of 420.00 and a central angle ol-45 degrees 03 minutes 13 seconds. and there terminating. AND Excepting therefrom the folloxing described tract: [hat part of the Northeast Quarter of the \orlhc.est Quarter of Section 3. Township 115 North Range 23 West of the 5L� Principal Meridian. described as follows: Commencing at the northwest corner of the NOrth"est Quarter ol'said Section 3: thence on an assumed bearing of South 88 degrees 52 minutcs_7 seconds Fast alone the north line of said Northwest Quarter a distance of 2_296.69 lect. thence South 01 degree 2l minutes 25 seconds West a distance of 195.90 feet to the point of beginning of the land to he described thence South 51 degrees 44 minutes 44 seconds Wcst a distance of 412.15 feet: thence South 34 degrees 48 minutes 12 seconds Feast to the intersection with the wesicrty line of the parcel convcycd to Northern States Power Company by the document recorded in Book 61 of Deed,. page 58. in the ollicc of the Can er C'ounl) Recorder: tlx-m:c northerly along said westerly line to the northwesterh line of said conveyed parcel. thence northeasterl} along said northwesterly line to the interseclion with the wcstcrl% line of 1he panel conveyed to St. John's Evangelical Lutheran Church by the document recorded in Btx)k 46 of Dceds, page 19. in the office of the Car cr Counp' Recorder: thence northerly along said west line to the interx-clion with a line beating North 52 degccs 44 minutes 44 seconds East from the point of beginning: thence South 52 degrees 44 minutes 44 seconds W'es11u the point of beginning. tAhstnct Propem) Parcel _2: That part of the Northwcst Quarter of Section 3. Township t 15 North. Range 23 W'es2 Carver County. Minnesota. described as follows: 0 0 Beginning at a point in the West line of said Section 3 distant 1795.7 feet South of the Northwest comer lhcrcof. said point being in the Southeasterly right-of-wav line of the Chicago and Northwestern Railroad Company: thence rtmning Northeasterly along .aid right of -war line 997.8 feet to a point (which point is the Northwest comer of the tract previously cone%ed to American Sugar Company as described in Hook 44 of Dec& at Page 8 thereof). which point is the true point of beginning ol-1he tract conveyed: thence running South par with the West line of said Section 3.272.18 feet to a point (which point is the Northwest corner of -the tract previously conveyed to M. A. Gcdncy Company as described in Rook 61 of Dccds at Page 251 thereof) in a cure having a radius of 694.69 feet. the radius point of said cure heing South 46 degrees 57 minutes East 694.69 feet from said point; thence running Northeasterly along the Northwesterly line of the tract previously conveyed to M. A. 6edrtcy Company as described in Rook 61 of Dceds at Page 251 thereof aril along the arc of said curve to the right a distance of 99.72 feet to the end of said curve: thence running North 50 degrees 27 minutes Fast tangent tto said curve 1270.56 feet to the beginning of a curve to the left having a radius of 599.39 feet: thence running Nonhe:+sterly along the arc of said cure c to the left a distance of 307.21 feet to the end of said cure. thence running North 21 dcgecs 05 minutes Fast tangent to said curer 151.69 feet to the beginning of a curvy 10 the right having a radius of 532.18 feet; thence running Northe-dbtcrh along the arc of said curve to the right 142.42 lint to its intersection with the Southeasterly right-rot=way line of Chicago and Northwestern Railway Company railroad. said point being 48.93 feet Southwesterl% from the North line of said Section 3 as measured along said Southeasterly right-of-way line: thence running Southwesterly along said Southeasterly right-of-way line of Chicago and Northwcstem Railway Company railroad to the point of heminning. Except that part lying \Pest of the Hollowing described Line :V Commencing at a point on the West line of said Northwest Quarter distant 1655.37 feet Southerly from the Northwest comer thereof, said West line has an assumed hearing of South 0 degrees 33 minutes 32 seconds W'cst. said point being on the Northcrly line of he Chicago and North Nkestern Railroad Company right of %%ay: thence !north 51 degrees 08 minutes 10 seconds Fast along said right of way line 1219.17 feet to the actual point of beginning of Line A no he described: thence South'_3 degrees 43 minutes 37 seconds East 8.72 feet; theme Southerly 278.75 feet along a tangential cure concave to the West having a radius of 510.00 fret and a central angle of 25 degrees 41 minutes 55 seconds; thence North 88 degrees 01 minutes 42 seconds Rest and not tangent to said cur%r 5.00 feet thence Southerly 96.91 lint along a non - tangential cure concave to the Rest having a radius of 505.00 feet and a central angle ol" 10 degrees 59 minutes 41 seconds and a chord bearing of South 07 degrees 28 minutes 09 seconds West thence South 12 degrees 57 minutes 59 seconds West tangent to last described erne. 14'.07 feet thence Southerly 330.2 feet along a tangential ctur%c concave to the Fast haying a radius of 420.00 feet and a central angle of 45 degrees 03 minutes 13 seconds_ and there terminating. iAbstract Property) Dust collector • 0 Sec. 7-19. - Plans and specifications. The building official may require that plans and specifications, required by the Minnesota State Building Code, include a survey of the lot upon which the proposed building or construction is to be done, prepared and attested by a registered surveyor. An original signature is required on the certificate of survey. The survey shall provide the following information unless otherwise approved by the administrative authority: SURVEY (1) Scale of drawing and north arrow; NA 2 Legal description of property: i O 9 P P P Y; (3) Dimensions and bearing of front, rear and side property lines; (4) Front, rear and side yard setback dimensions of all proposed structures: (5) Location of all existing structures on the property, boulevards. streets and right-of-way, including but not limited to, sanitary and storm manholes, hydrants, catch basins, power poles, phone boxes, fences and any encroachments: (6) Outside dimensions of proposed structure(s) including decks, porches, retaining walls (include elevations at bottom of footing and top of wall), stoops, stairs, cantilevers, fireplaces. bay and bow windows, egress window wells: (7) Location of a benchmark stake established by the surveyor at the front setback line within 20 feel of the proposed structure. Maintenance of the benchmark stake once established by the surveyor shall be the responsibility of the permit applicant; (6) Location of stakes established by the surveyor on side property lines at, a. Front setback line. b. Front building line. c. Rear building line. The maintenance of these stakes once established by the surveyor shall be the responsibility of the permit applicant. NA (9) Location of first floor elevation of buildings on adjacent lots. Vacant adjacent lots shall be labeled as such; (10) Location of all easements of record. including but not limited to, tree preservation, wetland conservation, cross -access, etc.; NA (11) Existing and proposed elevations at the following locations: a. Each lot corner. b. Top of curb or centerline of roadway at each lot line extension. c. Center of proposed driveway at curb. d. Grade at comers of proposed structure. e. Lowest floor level, top of block, garage slab. NA (12) Indication of direction of surface water drainage by arrows; (13) Tree removal, tree preservation and grading plan if required by the development contract: (14) Wetland boundaries with ordinary high water level and 100-year flood elevation if applicable: (15) Driveway grade (minimum-0.50 percent, maximum —ten percent); (16) All trees in excess of six inches in diameter (diameter measured at four feet above grade): 40 (17) All custom -graded lots and lots deviating from the approved grading plan shall require an as - built survey submitted to the city prior to issuing a certificate of occupancy: 3 CANW-D SURVEY NA (18) Wetland buffer areas and wetland or lake setback dimensions: (19) Other information as required by the city: (20) Location and type of erosion and sediment control measures to be installed by permit holder: (21) Calculation of the amount and percentage of the lot coverage for the lot or parcel broken out by impervious surfaces and pervious pavement, if present. (Ord. No. 23-I3, § 6,01, 2-23-81; Ord. No. 167, § 5, 4-27-92; Ord. No. 317, § 3, 4-23-01; Ord. No. 324, § 2, 7-9-01; Ord. No. 351, § 4, 11-24-03; Ord. No. 441, § 1, 2-12-07; Ord. No. 628, §§ 3, 4, 12-11-17; Ord. '.No. 633, § 1, 6-25-18) Cross reference— Report of enlargement of establishment selling non -intoxicating malt liquor at time of application for building permit, § 10-36; report of alteration to alcoholic beverage establishment to be made at time of application for building permit, § 10-87. Charlie, Sec. 20-297. - Food processing. Is any of this (1) The site must have access via a collector or arterial roadway. applicable to your (2) All loading docks must be screened with pglrrltng. landscaping or other structures. CUP? (3) Truck parking is permitted on -site only in designated truck parking areas, parking must be screened. (4) Compliance plan must be submitted to the city including: NONE a. An inventory of potential or identified odor emission point sources associated with the industry or source. NOT b. An engineering quality plan detailing best available control technologies and appurtenances NECESSARY designed to eliminate or achieve the maximum reduction of odor pollution from an emission point source inclusive of. but not necessarily limited to. certain processes, procedures, or operating methods intended to mitigate or control odor pollution. NOT c. A detailed explanation of the specifications and operating parameters of the best available NECESSARY control technologies. monitoring instrumentation and equipment, and processes and procedures intended for the mitigation or control of odor pollution. NOT d. A specification of the documentation that will be made available for the city's review which will NECESSARY verify the data produced by the monitoring equipment, and which will verify that processes and procedures are conducted consistent with the specifications in the facility's odor control study and plan. NOT e. An approved schedule which states, in a time certain manner, the implementation and NECESSARY installation of the best available control technology. processes, procedures, operating methods. and monitoring instrumentation designed to mitigate or control odors at the facility inclusive of an approved completion date. f. An acknowledgment of the authority of the city and its agents to enter into the facility or its property in order to investigate complaints and to verify the facility's adherence to the compliance plan. (Ord. No. 377, § 27, 5-24-04) Sec. 20-308. - Screened outdoor storage. The following applies to screened outdoor storage: NO OUTDR(1) All outdoor storage must be completely screened with 100 percent opaque fence or STORAGE landscaped screen. ANTICIPATED (Ord. No. 377, § 27, 5-24-04) Sec. 20.109. - Applications. Application for a site plan review shall be made to the city planner on forms provided by the city and shall be filed 30 days in advance of the planning commission meeting, at which it is to be considered. Prior to filing an application for site plan review, the applicant shall attend a conference with city staff. The primary purpose of the conference shall be to provide the applicant with an opportunity to gather information and obtain guidance on the general merits of the proposal and its conformity to the prusions of the comprehensive plan and the City Code before incurring substantial expense. Incomplete or deficient applications shall not be scheduled for a meeting unless the community development director has determined that official action is warranted. The application shall also include: (1) Evidence of ownership or an interest in the property; C. L. The application fee: by credit card today (3) Complete site plans, signed by a registered architect, civil engineer. landscape architect or rtobert Generous other design professional, to include the following. Senior Planner Ph: (952) 227-1131 General: a Name of project, b. Name, address and telephone number of applicant. engineer, and owner of record. c. Legal description (certificate of survey will be required). d. Date proposed, north arrow, engineering scale, number of sheets, name of drawer. e. Vicinity map shoving relationship of the proposed development to surrounding streets, nights -of -way, easements and natural features. f. Description of intended use of the site, buildings and structures. including type of occupancy and estimated occupancy load. g. Existing zoning and land use. h. Tabulation box indicating: 1. Size of parcel in acres and square feet. 2. Gross Boor area of each building. 3. Percent of site covered by building. 4. Percent of lot coverage on site broken out by impervious surface and pervious pavement. 5. Percent of site covered by panting area. 6. Projected number of employees. 7. Number of seats if intended use is a restaurant or place of assembly. B. Number of parking spaces required. 9. Number of parking spaces provided including handicapped. 10. Height of all buildings and structures and number of stories. 11. Breakdown of the building area allocated for specific uses. e.g., manufacturing, office, retail, showroom. warehouse, etc. (5) Site and building plan: a. Property line dimensions. location of all existing and proposed structures with distance from boundaries, distance between structures, building dimensions and floor elevations. It. Grading and drainage plans showing existing natural features (topography, wetlands, vegetation, etc ), as well as proposed grade elevations and sedimentation and stormwaler retention ponds. Plans shall include runoff and storage calculations for ten-year and 100- x attached - not completed or not applicable On development application Drawings Al & Ala x owner on dev. app. X X X X x on dev. app. X X see sheet Ala na X see sheet Ala X see sheet Ala x survey - tenant aproval year events. If stormater is proposed to be routed to existing stormwater ponds, documentation shall be provided to demonstrate that the downstream pond is sufficient to accommodate the additional stomhwater. c. All existing and proposed points of egressfngress showing widths at property lines, turning x radii abutting rights -of -way with indicated centedine, width, paving width, existing and proposed median cuts, and intersections of streets and driveways d. Vehicular circulation system showing location and dimension for all driveways, parking X spaces, parking lot aisles, service roads, loading areas, fire lanes, emergency access (if necessary), public and private streets, alleys. sidewalks, bike paths, direction of traffic flow and traffic -control dunces. e. Landscaping plan in accordance with the provisions of artde XXV. X f. Location, access and screening detail of trash enclosures. g. Location and screening detail of rooftop equipment Screening shall be provided from the — perspective of a point six feet high at all adjacent property lines or from a distance of 250 feet whichever is greater h. Location and detail of signage including method of lighting, height, width, sign display area, — etc i, Lighting location, style. mounting and gfpJ=yjgp. j. Building elevations from all directions indicating materials and colors. Interior floor plans x materials as existing may be required. k Utility plan identifying size and direction of ehasbng water and sewer lines, fire hydrants, — distance of hydrant to proposed building. C. L. I, List of proposed hazardous materials, use and storage. _ none m. Proposed fire protecbon system. — permitted, under const n. Such other information as may be required by the city. — o. PngWcs;< jjV images, artistic renderings. or site elevations which depict the visual — impact of the proposed developments design, landscaping. street layout, signage, pedestrian ways, lighting, buildings, or other details that affect land use within the dty shall be submitted. Such images and renderings shall be from key vantage points and provide an undistorted perspective of the proposed development from abutting properties. less intensive land uses, andlor from entryway locations. Photorealistfc imaging or renderings are the appropriate level of resolution. (6) Within the HC districts, the application shall also Wude: a. Building elevations from all directions, indicating materials, colors and landscaping at — installation. b Building and site views from Highway 5, the appropriate access boulevard (north or south x of Highway 5). and any other appropriate arterial or collector roadways. C. Ste views showing the relationships of the proposed building or development to adjacent _ development including buffered areas. d, Drawings of all significant or atypical site features, such as unusual landsaping, manmade water features other than retention ponds, outdoor sculpture. or other large -sale artwork — and other uncommon constructs. e. Sample building materials. f. Sample paving materials, upon the city's request. — (7) Within fhe BCO district, the application shall also include: a. Identified boundaries of the primary zone and secondary zone on a drawing depicting — existing conditions and on a site plan depicting the proposed development pattern. b. Calculations andlor drawings that identify the allowable density (number of units or building _ coverage) under this Code. inducing lands lying in the primary and secondary zone. Calculation of allowable density shall specifically exclude lands classified as bluffs, floodplains and designated wetlands. Calculation of allowable lot coverage may include bluffs and floodplain s but shall specifically exclude designated wetlands. (8) The application shall include a traffic study, if requested by the city. _ (Ord. No. 119, 2-12-90; Ord. No. 203, § 2, 5-9-94; Ord. No. 212, § 4, 7-11-94; Ord. No. 286, § 6, 12-14-98; Ord. No. 315,1 1, 3-26-01; Ord No. 377, § 15, 5-24.04; Ord. No. 474, § 3,1(M-08; Ord. No. 628, §§ 15,16,12-11-17; Ord. No. 633, § 2, 6-25-18; Ord. No. 651, § 5,12-9-19) teAtfl TITYOFCHAI�I[ASSEN Chanhassen is a Community for Life - Providing for Today and Planning for Tomorrow October 15, 2019 Michelle Zerfas Closing Assistant Commercial Partners Title, LLC 200 S. Sixth Street, 41300 Minneapolis, MN 55402 Re: 2100 Stoughton Avenue. Chaska, Carver County, Minnesota 55318 PIN: 250030700 Dear Ms. Zerfas: This office has been requested to confirm certain facts and circumstances concerning the current zoning and land use and building code compliance status of the above referenced property. In furtherance of that request, we hereby confirm and advise you as follows, to wit: The above referenced property (Parcels 1 and 2 of your zoning confirmation request) is located within the corporate limits of the City of Chanhassen, Carver County. Minnesota. Accordingly, the building and other improvements comprising the property are under the jurisdiction and are required to comply with the building codes, ordinances and regulations of the City of Chanhassen, Carver County, Minnesota. Parcel 3 lies within the corporate limits of the City of Chaska, Minnesota 2. The property currently is located in a district with zoning classification of Industrial Office Park, IOP, and a comprehensive plan designation of Office/Industrial. The zoning classification is consistent with the comprehensive plan designation. The Chanhassen City Code is available at the following link: www.ci.chanhassen.mn.us/citvcode. Information regulating the use of the property can be found in Chapter 20, Zoning. 3. Any further amendments to the zoning ordinance applicable to the property will be consistent with the aforesaid comprehensive plan designation at all times. 4. The proposed use of the property for warehouse/industrial uses is a permitted use under the aforesaid zoning classification and is consistent with the aforesaid comprehensive plan designation. 5. History of the property: PH 952.227.1100 • www.ci.chanhassen.mn.us • FX 952.227.1110 7700 MARKET BOULEVARD - PO BOX 147 - CHANHASSEN - MINNESOTA 55317 Commercial Partners Title. LLC • Re: 2100 Stoughton Avenue October 15, 2019 Page 2 On October It. 2010. the Chanhassen City Council approved the site plan for a 39,000 square -foot, one-story warehouse expansion (Planning Case #2010-11). A reduced copy of site plan is enclosed. May 1979. the City Council approved a 41.500 square -foot warehouse expansion, 6.000 square -foot sauerkraut manufacturing and 1.200 square -foot refrigeration storage (Planning Case P-125/ SPR #71-1). May 1972. the Chaska -Chanhassen -Metropolitan Sewer Board entered into an agreement to permit M.A. Gedney to continue to use the Chaska sanitary sewer system. Site Plan Number 71-1 approved the Gedney. M.A. project. June 1968. the City of Chaska and Village of Chanhassen entered into an agreement to annex to Chanhassen and de -annex from Chaska land being purchased by M.A. Gedney for the plant operations. April 1, 1963, the City of Chaska and M.A. Gedney entered into a sewer connection agreement. 6. The property is located in Flood Zone X. which is an area of minimal flood hazard, Community Panel Number 27019CO237D, effective 12/21 /2018. 7. The property complies with the subdivision ordinances affecting it and can be conveyed without the filing of a plat or replat of the property. 8. The property is nonconforming in that it does not comply with all setback regulations. Parking appears to be consistent with City Code. In the event of casualty, the building may be rebuilt in its current form, but may not be intensified unless additional sewer service is provided to the site. 9. A copy of the Certificate of Occupancy for the building expansion is enclosed. 10. There are no variances required for the construction or operation of the improvements on the property. 11. Sewer service, at least for the office portion of the building, is provided by the City of Chaska. The processing waste water is treated in holding ponds constructed for the facility southeast of the site in the Minnesota River Valley on property owned by M.A. Gedney on the south side of Stoughton Avenue. M.A. Gedney has its own well for water service. Intensification of the use of the building beyond what was there before will not be possible without provision of urban services from the City of Chanhassen. Commercial Partners Tie LLLC • Re: 2100 Stoughton Avenue October 15, 2019 Page 3 12. There are records in the city files of unsatisfied zoning violations. As part of the dismantling of the building equipment, illegal outdoor storage is occurring. This information was researched by the undersigned as a public service. The undersigned certifies that the above information is believed to be accurate based on or relating to the information supplied; however, neither the undersigned nor the city assumes liability for errors or omissions. All information was obtained from public records, which may be inspected during regular business hours. Should additional information be required of this office concerning the properties, you may contact the undersigned. Since Robert Generous, A1CP Senior Planner c: Building Department Enclosures STREET tVENTURES \ MEN JOEL BUTTENHOFF n1952.4O1.18O5 MOBILE 612.723.7760 FOr 952.401.1819 jhuttenholfv5thstreetventures.com 21000 State Highway 7, Excelsior, MN 55331 gApImVoning Ic lcrs121O0 stoughton aNc.cloc RTY OF CHANHASSEN • INSPECTIONS DIVISION 7700 MARKET BLVD., P.O. BOX 167, CIiANBASSEN, MN 55317 VOICE (952)227-1180 FAX (952)227-1190 CERTIFICATE OF OCCUPANCY ALTERATION/ADDITION/TENANT FINISH ADDRESS 2100 STOUGHTON AVENUE — BUILDING PERMIT NUMB= 2010-02208 OWNER 5T" STREET VENTURES OWNER'S ADDRESS 102 JONATHAN BLVD N CHASKA MN 55318 OCCUPANT/TENANT MA GEDNEY This certifies that I have inspected only the improvements associated with Building Permit 2010-02208, at the above location and legally described as TWP 116, RNG 23, SEC 03, and on file and of record in the Office of Carver County Recorder, Chaska, Minnesota. The improvements, to the best knowledge and belief of the undersigned, comply with the applicable requirements of the Chanhassen City Code and Minnesota State Building Code and permission is hereby given, to the owner, for the occupancy of the areas identified below, in the manner and for the purposes herein specified. Areas to be occupied: Grid A-H on 1-6 Plan dated 10/3/2010 Occupancy Classification: S-2 Type of Construction: Proposed Use: Warehouse Zoning District: Automatic Fire Sprinkler System: Yes Fire Alarm System: Minnesota State Building Code Edition: Special Stipulations: By: ng Inspector 2007 TT-R BF f`m /—I-- Date: -7 3/ // By: / a sIYFire Inspector Planning Department By: Jerritt Mohn, Building Officia Date: 31J/1// Date:JZ3!�) ge\safety\insp.co=,e:cialco\tenant finish\alterauon addition -tenant finish\2100StoughtonAve Revised 08/06 .Property Card 0 1 Parcel ID Numbel*250030700 Taxpayer Information Taxpayer Name STOUGHTON AVENUE VENTURES LLC Mailing Address 102 JONATHAN BLVD N STE 200 CHASKA, MN 55318-2383 Property Address Address 2100 STOUGHTON AVE City CHASKA, MN 55318 Parcel Information Uses Industrial Tax Description THAT P/O NW114 DESC AS FOLL Building Information GIS Acres 21.22 Deeded Acres 20.78 Plat Lot Net Acres BEG AT PT IN W LINE OF SECT 3 1795 7' S OF NW GVKN PT Building Style Above Grade Finished Scl Ft Bedrooms Year Built Garage Miscellaneous Information School Distract Watershed District F7Homestead �Greencres Ag Preserve 2112 WS 060 LOWER MN RIVERN N Assessor Information Estimated Market Value 2018 Values (Payable 2019) 2019 Values (Payable 2020) Last Sal Land S1.504.600 00 S1 579,800.00 Date of Sale 8/2712pC Building $3 377.800 00 S3.678.100 00 Sale Value $4,850.000 C Total $4,882,400.00 $5,257,900.00 'i 'Jdfi MOfga(l MrarN �l ld r2'e ' ..'Wi6IX1y TI�6 OMl:f tpr yyaabe {p 4i: .'e¢rvla s I'V IX ae"ar ymfa purppaes : ' lwsr—..,n y�.��c 'Jrnar%Y� COKiaraG lrlea'. iR3 U'.c a .".SMC M in if 6 Oaf6 8'W GBM: CIX/t� ro fIQRSpApIN16IX ra/aVOs atl�a mIXeaaaa d �ma.ea tw m maaw "Y ar as sot" nrCma.'T PanOb M eag.Tx ey a aT• i P/fuaa b Mmlada S: by M Q casts Y:a Cx ufH a tM aala Oiwmies MM ahver�eapas IIIa:off (.play YVI. rol ye lade hN a E# " at tltl is ou ab a8V n 8"�/ f ]Y e�p'9afly ri'.'ef il' C1Fmf D,1 a01Mf bwov naara�Y a1tl 1SN Mrmass Carry Lavaf as drioeLL eaters spars emG+oyees etc ko- err aN al. 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