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1.10 Impact Analyses
Impact Analysis Sack Animal Processing Facility File No. MIPA8246 1. Impact Analysis Pursuant to 4-203 (G) 1. Adjacent Land Use. All adjacent land use within 1500 feet of the Meat Processing Facility are primarily agricultural in nature. The bulk of the surrounding property is owned by Eagle Springs Organics which is operating an organic farm and ranching operation. The primary uses adjacent are grazing for livestock and hay production. 2. Site Features. Please see Site Plan for site features and vegetation on the existing site. 3. Soil Characteristics. There are no significant soil characteristics which would impact the operation of this facility. The included OWTS system information which will be submitted as part of the building permit for final acceptance has a two page HP Geotech soils analysis attached for review. The Solid Waste Disposal site has been removed from the application; all wastes will be stored and disposed of per the Utility Report. 4. Geology and Hazard. As noted above and shown on the attached aerial photograph, the site is relatively flat and does not appear in any of the Garfield County Geologic Hazard Mapping, nor is it sited on steep slopes which would require an analysis of the geologic hazards. 5. Groundwater and Aquifer Recharge Areas. Included with this Application is a print out from the Garfield County GIS system regarding floodplains; you will note that the site is not in a floodplain. As is detailed in the Site Utility Report wastes from the processing facility will be removed via a commercial waste contract. 6. Environmental Impacts. The bulk of operations occur inside a closed facility with little to no impact outside the facility. You will note on the updated site plan that the holding area for the facility has been moved immediately adjacent to the building. All other operations are consistent with general agricultural use within Garfield County. The Solid Waste Disposal site has bene removed from this application; all wastes will be stored and disposed of per the Utility Report. 7. Nuisance Impacts. There are no anticipated nuisance impacts from this operation. Please see Utility Plan regarding both liquid and solid waste management and the Traffic Report regarding traffic impacts. All other activities are consistent with the neighboring ranch operations. The Project Narrative describes daily operations in more detail regarding movement of animals and processing operations. There will be no noise or odor changes to the current operation due to the USDA certification. The Solid Wastes will be disposed of per the Utility Report so that no odors will be a nuisance to the neighboring properties. 8. Hours of Operation. Hours of operation are anticipated to be daylight hours, Monday through Friday, on a year round basis as may be needed to meet demand. At this time it is difficult to determine how many days per week operations will be occurring due to the startup nature of the business. 2. Traffic Analysis and access – Please see attached Traffic Analysis Prepared by HCE: a. Mamm Creek Road – Site access is in compliance with 7-107. Please see attached Traffic Analysis report prepared by HCE for details. b. Eagle Springs Ranch Road – Attached is a recorded easement for access for and across Eagle Springs Organics property which would include Eagle Springs Ranch Road. The easement is general in nature intentionally because it also supports the facilities operations and other matters including, if necessary, the holding of livestock for processing. c. Interior site – Please see attached Traffic Analysis report prepared by HCE and the Site Plan prepared by HCE for details, and the Project Narrative. 3. Water and Sanitation to serve the site are addressed by the following documents: a. Utility Plan; b. Utility Easement (Water Tank Easement Agreement and Deed); c. Location of leach field and septic tanks; This requirement is pursuant to 4- 203 (M) and 7-104 and 105 – See Site Plan and Utility Plan; d. Letter from MRI describing contract to haul solid waste off-site. 4. Response to standards contained in Divisions 1, 2, and 3 of Article 7 The attached Project Narrative, USDA Application, Site Utility Plan, Site Plan and Traffic Analysis collectively address the requirements of 7-602 Animal Processing. The following is in response to Article 7 Standards not already addressed: a. 7-101 et seq. – Please see Site Utility Report and USDA Application; b. 7-105 – Please see Site Utility Report for water distribution system details. c. 7-106 – All utilities are currently onsite with no modifications. Please see attached Site Utility Report prepared by HCE. d. 7-109 – Fire protection for the building is addressed via the pending Building Permit Application. e. 7-201 et seq. – No impacts to agriculture as operations are agricultural in nature, in support of and integrated with neighboring agricultural operations on the Eagle Springs Organics property; f. 7-202 – All activities are confined to a small area around the facility so no wildlife impacts are anticipated. Please see the Site Plan prepared by HCE which details areas where livestock will be held and solid waste disposal will occur. Applicant anticipates complying with referral comments provided by Colorado Parks and Wildlife regarding wildlife mitigation. g. 7-203 – Not Applicable, there are no proximate water bodies. Please see attached Site Plan prepared by HCE including notes regarding drainage. h. 7-204 – No change in the site to trigger additional concerns. i. 7-207 – Please see attached Site Plan prepared by HCE. j. 7-208 – The only location of site reclamation will be the soils disturbance from the installation of the OWTS systems onsite. These areas will be reclaimed with onsite soils and reseeded with native non-irrigated seed mix. k. 7-301 et seq. – Please see attached Site Plan prepared by HCE. l. 7-302 – Please see attached Site Plan prepared by HCE. m. 7-304 – No new lighting will be installed with this application. n. 7-305 – Please see attached Site Plan prepared by HCE. o. 7-306 – This site is not part of a public trail system nor will it be in the future, no trail or walkway standards will need to be met with this applicable. SITE UTILITY FOR 482 COUNTY ROAD 315 GARFIELD COUNTY, COLORADO PARCEL ID: 217918100681 PREPARED FOR: Ken Sack PO Box 351 Rifle, CO 81650 PREPARED BY: High Country Engineering, Inc. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 (970) 945-8676 March 6th, 2015 Updated: April 2nd, 2015 HCE JOB NUMBER: 2151004.00 Page 2 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report TABLE OF CONTENTS SECTION PAGE I. LOCATION AND DESCRIPTION OF SITE 3 II. EXISTING AND PROPOSED UTILITIES 5 III. CONCLUSIONS 6 EXHIBITS: 1. Vicinity Map (8.5”x11”) 2. Site Map (24” x 36”) 3. Proposed OWTS Design Sheets (By Others) Page 3 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report I. LOCATION AND DESCRIPTION OF SITE/OPERATIONS A. Location The property in question is located at 482 County Road 315, Town of Silt, Colorado. The property is a 35.207 acre tract of land. The site utilizes two accesses, both of them within the property ownership of Ken Sack or his Company entities. The first access is located 1,000 feet south of the intersection of Mamm Creek Road (CR 315) and Airport Road (CR 352). The second access is an additional 4,100 feet south on Mamm Creek Road past the first access (Eagle Springs Ranch Road). A Vicinity Map has been included as Exhibit #1. B. Description of Property The proposed site is approximately 35.207 acres. The west side of the property abuts Mamm Creek Road and parcel number 2177-131-00-303. The south property line abuts parcel number 2179-184-00-720, east property line abuts parcel number 2179-181-00-691 (Eagle Springs Organic, LLC) and the north property line abuts parcel number 2179-181-00-124. The main access to the site is a 12 foot wide dirt driveway that averages 11.5% in grade. This access is only used by the 6 onsite employees during the summer months and is a gated access with a coded padlock. The employees use the second access during the winter months. Delivery trucks such as cattle haulers, water delivery trucks and secondary deliveries vehicles such as UPS or FedEx utilizes this second access year round. The main access is not a viable access for large truck delivers due to its grade and width. The site contains three main buildings and several out buildings. The main buildings are: a double wide modular home, occupied by the Ranch Manager; a large steel building with a small addition and a tent structure attached to it and separate steel garage building. The large steel building is the location of the slaughter house operations. This building houses six employees, all necessary machinery and a single bathroom for employee use only. C. Existing Onsite Operations The current slaughter house operations/size can employee up to 6 employees. Currently there are less than 6 employees. The slaughter house has the ability to process up to 40 cows every two weeks at this full capacity. The site facilities allow for up to 30 animals to be held in the holding pens outside of the steel building. Animals are brought out of the pen one at a time where they are killed, cleaned of all unnecessary parts (solid waste) and then moved into the processing portion of the plant where they are hung for 14 days and then processed into secondary parts to be butchered in town at their local facilities’. D. Existing Onsite Utilities The site is powered by an overhead power line owned by Holy Cross Energy. The overhead power line runs parallel to the existing driveway to approximately ¾ the way up the existing main driveway alignment. It then splits in two directions, heading east and northeast. The northeast section of overhead power line supplies electricity to the existing home, steel garage and steel slaughter house building via transformer drops on the poles adjacent to the buildings. Page 4 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report Power is fed from these transformer locations out to three separate electric meter locations on the site. The double wide home on the property is supplied septic by a newly installed tank and field system that was designed by Garfield County staff. This system is made up of a 1,250 gallon plastic tank and 4 rows of infiltrators with 8 units for three rows and the 4th row is 9 units, for a total of 33 units. The steel building is currently running without a septic field. The floor drains within the building are being directed to an existing onsite cistern tank that is leaching wash water from the floor drains into the existing soils onsite. Once the Land Use application for the site is accepted by the County, two new OWTS tank/field systems will be installed. The water supply to the home and steel building operation comes from three (3) - 2,500 gallon tanks located to the east on the adjacent property within a building/pump house structure. The water is pulled from the tanks via a Homesprings Ultrafiltration pump made by GE, Model number UF211/UFC211. This pump is capable of providing 11gpm of flow at its maximum rate of flow, and 4.5 gpm at a continuous flow. This is equivalent to a standard municipal system flow rate of water. The system is controlled by a CentriPro pump controller Model number CB07412 as 230volts and a Grundfos PSI flow controller model number CU301 to control the pressure being sent through the pump. The system is currently set at 40-50psi of pressure, which is also equivalent to a standard pressure reducer valve on a residence within a municipal system. A 30 gallon pressure tank on the system helps keep pressure steady within the system. The main line supply out of the pump sends water to a manifold system attached to the pump house wall. These manifolds send water out to the steel building, irrigation system and the home on the site. All supply lines are 1” purecore main lines. A yard hydrant was tee’d inline along the house supply line; this hydrant has been removed from service due to its potential for contaminating the system. The water within the tanks is potable water that has been agreed to be supplied by Thirsty Corporation with their certified truck and delivery system. Please see the Will Serve letter within the County Packet. Water will be supplied by the City of Rifle, Town of Silt or Glenwood Springs, whichever municipality is supplying domestic water at that time or as needed. The gas for the site is being supplied by Xcel energy as natural gas. Both the house and steel building have individual gas meters. The main gas line runs up the driveway/parking area alongside the house/steel building. The existing line sizes are not known at this time, but generally a small gas service can provide more than enough pressure and volume for an operation and home size such as existing currently. If any changes are made to the current building sizes, this may need to be reviewed. There are telephone and cable connections to the home and steel building for land line phone use via CenturyLink and cable via Comcast. Neither building is currently utilizing either system. Page 5 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report II. PROPOSED SITE UTILITY SYSTEMS AND INSPECTIONS A. Proposed OWTS System Inspection/Maintenance There are two separate OWTS systems being designed for the slaughter house operations. The first system will be a standard gravity system with a septic tank in line and infiltrator chambers for a field. This system will serve the employee restroom and kitchen sink facility within the employee break room. Please review the attached OWTS design packet for sizing and design guidelines. The second OWTS system has been designed to capture the heavy liquid by products created by the slaughter house operations. The system will incorporate a MicroFast secondary water treatment system within the septic tank design. Please review the attached OWTS design packets for sizing and design guidelines. The MicroFast system will require yearly maintenance per the manufactures guidelines. A certified maintenance company will need to be contracted to oversee the Fast system on this yearly basis for the life of the system. Garfield County has guidelines in place that require this yearly contract to be reviewed by the County staff to make sure it remains in place and maintenance being completed. The existing house has an updated system in-place; no changes are to be made. B. Solid Waste Disposal The slaughter house operations produce solid wastes in the realm of 5 cubic yards of waste per day on average at its current rate of production. At maximum rate of production this volume would increase to 20 cubic yards a day. The main removal of waste from the site will be by truck to the Garfield County Landfill, where the solid waste materials will be disposed of properly. The solid wastes will be stored temporarily within a cooler in the facility until it is trucked to the Garfield County Landfill if necessary. This disposal trip is anticipated to be made daily during peak operations or bi-weekly during the current rate of production. C. Water Tank Storage and Testing/Maintenance The operations at the site are limited to the availability of potable water. The site currently has 7,500 gallons of potable water supplied by 3 tanks and a pump system. The operations have the ability to process up to 40 cows per a two week period with an estimated 4 gallons of water to wash the meat products once processed per cow. At maximum capacity 4 cows per day will be processed, utilizing 16 gallons of water. Additionally the onsite bathroom facilities are being estimated at 100 gallons per day within the OWTS design packet. This will allow for the systems tanks to be filled once every 64 days. The system will need to meet the potable water testing standards of the State of Colorado for potable water within a storage tank. This will mean that yearly flushing/sanitizing of the tanks per the manufactures recommendations is recommended and quarterly State leveling testing for bacteria and echoli will be required at the taps within the steel building. These tests are already being complete Page 6 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report on a 6 month basis. All testing records will be kept onsite or at the Companies main offices for inspection by the County on an as-needed basis. III. CONCLUSIONS The overall site public utilities are adequate to handle the current site conditions. Upgrades to the OWTS system for the steel building operations will need to be constructed per the attached plans and specifications to bring that building up to standards. No additional changes to the utility configurations or sizing are being suggested by this report. Page 8 j:/sdskproj/215/1004/word/482 CR 315 Site Utility Report EXHIBITS mile s km 1 1 GRAPHIC SCALE NOTES: 1. ALL ITEMS SHOWN ON TI-IE PLANS AS EXIS11NG ARE SHOWN IN APPROXIMATE LOCATIONS ONLY. TI-IE ACnJAL LOCATIONS MAY VARY FROM 11-IE PLANS, ESPECIALLY IN THE CASE Of UNDERGROUND UTILITIES. CONTRACTOR IS REQUIRED TO PERFORM UTILITY LOCATES BEFORE START OF CONSTRUCTION. WHENEVER CONTRACTOR DISCOVERS A DISCREPANCY IN LOCATIONS, HE SHALL CONTACT TI-IE ENGINEER IMMEDIATELY. 6. EXISTING SURVIEY AND EXISTING BUILDING/SITE INFORMATION PROVIDED BY HIGH COUNTRY ENGINEERING, INC. 7. SNOW STORAGE FOR DRIVIEWAY AND UPPER AUTO-COURT TO BE PLACED AT THE NORTH END OF THE PARKING AREA. 2. SEE ARCHITECTURAL/STRUCTURAL PLANS FOR SPECIFIC HOUSE DIMENSIONS. 3. EXISTING WATER SERVICES TO REMAIN IN USE FOR HOUSE AND STEEL BUILDING OPERATIONS ~~r-·r-i i---i B. NO CADLE, LIVIESTOCK, OR RUBBER TIRE VIEHICLES MAY ACCESS ACROSS ANY OF THE OWTS SYSTEM FIELDS. 9. SITE WEED ANALYSIS AND MITIGATION TO BE REVIEWED WITH THE COUNTY VIEGETATION MANAGER IN THE SPRING OF 2015. CURRENT SITE CONDITIONS ARE NOT CONDUCIVIE TO A ACCURATE ANALYSIS AND REMEDIATION EFFORTS. ( IN J'iET ) 1 inch -20 fL !'" ,_ I PROPOSED I OWTS SYSTEM FOR F AGILITY WASH BAYS. ,_ ABANDONED RRIGATION LATERAL. TWO TRACK FIELD ACCESS. 4. EXISTING OWTS SYSTEM FOR TI-IE HOME WILL REMAIN IN PLACE PER GARFIELD COUNTY DESIGN, PROPOSED OWTS SYSTEMS HAVE BEEN DESIGNED FOR TI-IE STEEL BUILDING BATI-IROOM AND WASH FACILITIES. SEE ATTACHED PLAN IN PACKET. 5. ALL SITE CONDITIONS SHOWN, MINUS TI-IE LABELED PROPOSED OWTS SYSTEMS, ARE ALL EXISTING CONDITIONS ON TI-IE SITE AS OF 2015. TWO TRACK FIELD ACCESS. EXISTING HOUSE OWTS SYSTEM FIELD. REMOVE XISTING WASH CISTERN. PROPOSED WTS SYSTEM FOR INTERIOR BATHROOM. OVERHEAD POWER OLE AND GUY WIRES. CORRAL EXISTING 1250 ALLON SEPTIC TANK. ELECTRIC METER. OVERHEAD POWER LINE HOLY CROSS. EXISTING 1250 GAL. SEPTIC TANK. CONCRETE WALKWAY. CORRAL 2° PVC RISERS. RETAINING WALL. ENCE. / / EXISTING WELLS OT CURRENTLY FUNCTIONING. / / / / / / / / / / / / / / / ENCE. 30' HOLY CROSS EASEMENT. CONCRETE SIDEWALKS. / / / / / / / / / / / / / / A / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / ' / ', / ' / ' / ' / ' / ' / ' / ' ACCESS, UTILITY ND DRAINAGE EASEMENT. ' ' ' ' ' ' ' ' ' ' ' i ' ' ' EXISTING DOMESTIC WATER SUPPLY TANKS PROPERTY LINE WITH "'"'------.EXISTING FENCE 30' HOLY CROSS EASEMENT. LINE. / / / / / / / / / ACCESS, UTILITY ND DRAINAGE EASEMENT. -- ' - z 0 Ui ~ D:'. ci z IO ...J ~5 --D:'. cb IL ~::E 0 D:'. C)I en !ii ~ 0 @ ~ 1i 0 .... 0 :::! 0 UJ ~ ~ - ~ 0 in> ...J (;; !:::: .... o c.J II.I u_ < J: II.I f:: 0 !J ::c z c UJ :iixzz 8 ~< ~ o Zll.Ia. ...J :J .... w o--UJ ~ u < N t9 CXI "II PROJECT NO. 21501004 C1.2 January 26, 2015 Project No. C1084 Eagle Springs Organic Ken Sack kensack@me.com Subsurface Investigation and Onsite Wastewater Treatment System Design Slaughterhouse 482 CR 315 Garfield County, Colorado Ken, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design dated September 15, 2014 for the subject property where a slaughterhouse is proposed. The property is located outside of Rifle, in an area where OW TSs and wells are necessary. An updated survey, with topographic lines, was recently provided by High Country Engineer. ALL SERVICE septic, LLC’s letter and drawings dated September 15, 2014 should be discarded and replaced with this letter and associated drawings dated January 26, 2015. SITE CONDITIONS A commercial warehouse with no plumbing presently exists. A single-family residence, served by an existing OWTS, also exists on the property. This existing OWTS was not addressed in this design and was not inspected by this office. A Norwesco® poly septic tank was partially installed, but never connected to either structure. A well and cistern currently serve the property. These are located greater than 100-feet from the proposed soil treatment areas (STAs). An additional cistern, located on the High Country Engineering site plan, currently located within the proposed STA that will serve the butchering room must be removed. Any ditches must be setback at least 50-feet from the proposed STAs or may be lined or placed in a culvert if the setback is not able to be met. No component of the proposed OWTSs can come within 10- feet of any property line. SUBSURFACE The subsurface was investigated on August 6, 2014 by digging two 8-foot soil profile test pit excavations (Test Pits) and taking a soil sample from approximately 3 to 3.5-feet below grade in Test Pit #1. A gradation analysis was run by HP Geotech and results are detailed in a report dated August 29, 2014, Job No 114 021R. The materials encountered in the Test Pit #1 consisted of brown, dense, moist, topsoil, underlain by light tan, moist, dense silty, clayey, sand to a maximum depth explored of 8.0-feet. This horizon had a blocky shape, strong grade, and firm consistence. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 were consistent with those encountered with Test Pit #1, explored to a maximum depth of 7.0-feet. No bedrock or groundwater was encountered. Page 2 The gradation and hydrometer analysis performed by HP Geotech shows the soil consists of 0% gravel, 52% sand, 27% silt, and 21% clay. The USDA soil type is classified as Sandy Clay Loam. A long term acceptance rate (LTAR) of 0.35 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 Soil Type 1 presented in the Garfield County On-Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pits observed August 6, 2014 Test Pit #1 Test Pit #2 Page 3 DESIGN SPECIFICATIONS The plumbing from the commercial building will be diverted to three separate waste streams; (1) floor drains and plumbing associated with the kill room, (2) plumbing associated with restrooms and sinks for employee use outside of the kill and butchering rooms, and (3) floor drains and plumbing associated with the butchering room. (1) Kill Room Any floor drains or plumbing from the “kill room” must be collected in a vault and hauled, as needed. No OWTS has been designed for this portion of the slaughterhouse. (2) Employee Restroom OWTS Design of this OWTS is based on wastewater flow from an employee restroom with a toilet and lavatory. A utility sink will also be utilized. Three employees are anticipated. Wastewater Flow = Q = estimated 100-gallons Minimum tank size = 1000-gallons Sandy Clay Loam = 0.35 gallons/square foot 100 / 0.35 = 286 square feet 286 square feet x 1.0 (gravity trenches) x 0.7 (chambers) = 200 square feet The existing 1250-gallon Norwesco® poly, two-compartment septic tank may be utilized. A clean-out must be installed on the new 4-inch diameter SDR 35 sewer pipe and must have a minimum 2% fall from the structure to the septic tank. Inlet and outlet tees must be installed in the septic tank, if not already existing. An effluent filter must be placed on the outlet tee of the septic tank. Backfill around the tank and risers must be completed, leaving manhole lids accessible from grade. Effluent will gravity flow from the septic tank with a minimum 1% fall to a distribution box, accessible from grade, and then to two rows of 10 ‘Quick 4’ Infiltrator® chambers for a total of 20 chambers and 240 square feet of infiltrative area. Trenches must be over-excavated 2-feet below the infiltrative area and re-compacted in 1-foot lifts. Inspection ports must be installed on the beginning and end of each trench. These may be cut to grade and covered with a valve box for access. (3) Butchering Room OWTS Design of this OWTS is based on wastewater flow from the floor drains and sink(s) butchering room. It is anticipated that butchering will occur 4 times per month with a maximum of 5 animals each butchering day. No information regarding effluent quality was provided. We strongly recommend screens on all floor drains. A flow meter is also highly recommended to monitor actual flows into the OWTS. Use of quaternary ammonia is prohibited with this treatment system. We suggest using chlorine-based sanitizers. Page 4 Wastewater Flow = Q = estimated 500-gallons, design flow estimated 750 gallons per day (GPD) Minimum tank size = 1500-gallons Sandy Clay Loam = 0.35 gallons/square foot 750 / 0.35 = 2143 square feet 2143 square feet x 0.8 (pressure dosed trenches) x 0.7 (chambers) = 1200 square feet A 1500-gallon, two-compartment septic tank with an Orenco® PF3005 timed dose pump in a Biotube pump vault will be installed in the second compartment. Timed dosing should be set to micro-dose 50 gallons per dose every 2 hours into the septic tank with the MicroFAST™ system. A 2000-gallon, two- compartment septic tank housing a 0.75 MicroFAST™ will follow the primary tank, followed by a 500- gallon dosing chamber with an Orenco® PF3005 demand dose pump in a Biotube pump vault. Floats should be set approximately 12-inches between the on/off floats to dose 125 gallons to the pressurized STA. Other pumps may be considered, but must be able to attain 10 gallons per minute and 12 feet of total dynamic head. Control panels for the pumps and MicroFAST™ must be located within line of sight of the septic tanks. The proposed treatment is designed to treat 300 mg/L Biochemical Oxygen Demand (BOD) influent at 750 GPD, or 400 BOD at 500 GPD. We strongly recommend sampling wastewater strength to assure the treatment sequence is appropriate for the wastewater exiting the butchering room. Effluent will be pressure dosed through a 1.25-inch diameter schedule 40 pipe to an Orenco® Model 4404 automatic distributing valve (ADV) and then to four gravelless chamber trenches consisting of 25 ‘Quick-4’ Infiltrator® chambers in each trench. The ADV must be located at a HIGHER elevation than the discharge pump and must be accessible from grade. The trenches must be over-excavated 2-feet below the infiltrative area and re-compacted in 1-foot lifts. Zip ties will be used to hang 1.25-inch laterals to the underside of the chambers. The 1.25-inch laterals will have 1/8-inch orifice holes facing UP (with the last hole facing down for drainage), 4-feet on centers. Each lateral must end in a 90 degree elbow facing up with a ball valve for flushing in a valve box, accessible from grade. These may be cut to grade and covered with a valve box for access. STAs and OWTS components should be protected from any vehicle, equipment, or livestock traffic. Heavy equipment and livestock can cause damage to underground piping. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed are of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irritation shall be plated over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. Page 5 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on backfilled STA. Livestock should not graze on the absorption area. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. MicroFAST™ TREATMENT SYSTEM The burial depth of the tank should be 12 to 24 inches. A 110 or 220 volt, 20 amp dedicated breaker is required for the blower. The MicroFAST™ System must be installed by a qualified installer. The control panel should be mounted in ‘line of sight’ of the system. Two site visits are typical for a MicroFAST™ installation. The first visit is to install the MicroFAST™ unit and the second visit is the ‘start-up’ visit. An operation and maintenance contract is required for the MicroFAST™ treatment systems. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes must be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 6 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS Liability Clause: Under no circumstances whatsoever shall the liability of ALL SERVICE septic, LLC, in connection with any contract, directly or indirectly, exceed the total amount paid by the client to ALL SERVICE septic, LLC for the services and/or goods which are the subject of the contract in connection with which the liability arises. ~tech HEPWORTH·PAWLAK OEOTECHNICAL August 29, 2014 CBO Inc . Attn: Carla Ostberg 33 Four Wheel Drive Road Carbondale, CO 81623 carla .ostbcrg@gmn i I .com ll cpwurlh·fJawlllk Oc11tcch11k1t l, In c. 5020 Cou111y J~onJ I 'i4 Glcnwuml Sp lings, C'olutnJn H lf>l) I Phone: 970.114~.?IJl!I! Fax: IJ70·945·H·l54 8nrnil: hpgco(11 hpgcotcdi mm Job No. 114 021R Subject: Laboratory Test Results, Eagle Springs Organics Dear. Ms. Ostberg: As requested , Hepworth-Pawlak Geotechnical, Inc. perfo1med gradation analyses a sample delivered to our laborat ory by you. The services were perfonned in accordance with our agreement for professional engineering services to you, dated January 24, 2014. Results of the gradation and hydrometer analyses performed on the sample are presented in Figures 1. The sample presented in Figure 1 has a USDA soil classification of Sandy Clay Loam. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH-PAWLAK GEOTECHNICAL, INC. p Louis E . Eller Attachments: Figures 1 -USDA Gradation Test Results I HYDROMETER ANALYSIS I SIEVE ANALYSIS I I HR TIME READINGS MIN I 24 HR. 7 1 . O 45 MIN. 15 MIN. 60MIN19MIN.4 MIN. #325 #140 U.S. STANDARD SERIES I #60 #35 #18 #10 #4 CLEAR SQUARE OPENINGS I 3/6" 3/4" 11/2" 3" 5"6" 8" 100 10 90 20 80 30 70 0 60 (!) w 40 z z Vi <( (/) f-<{ w a_ "' 50 50 f- f-z z w w (.) (.) "' "' w w 40 a_ a_ 60 70 30 80 20 90 10 100 0 .001 .002 .005 .009 .019 .045 .106 .025 .500 1.00 2.00 4.75 9.5 19.0 37.5 76.2 152 203 DIAMETER OF PARTICLES IN MILLIMETERS I I V.FINE SANO I FINE MEDIUM COARSE 111. COAR$£ CLAY SILT MEDIUM I lARGE I COBBLES GRAVEL 0 % SAND 52 % SILT 27 % CLAY 21 % USDA SOIL TYPE: Sandy Clay Loam FROM: Eagle Springs Organics 114021R G~ USDA GRADATION TEST RESULTS Figure 1 Heoworth-Pawlak Geotechnlcal Pump Selection for a Pressurized System - Commerical Project Eagle Springs Organic / Butchering Room OWTS Pump Curve Parameters Discharge Assembly Size Transport Length Before Valve Transport Pipe Class Transport Line Size Distributing Valve Model Transport Length After Valve Transport Pipe Class Transport Pipe Size Max Elevation Lift Manifold Length Manifold Pipe Class Manifold Pipe Size Number of Laterals per Cell Lateral Length Lateral Pipe Class Lateral Pipe Size Orifice Size Orifice Spacing Residual Head Flow Meter 'Add-on' Friction Losses 1.25 10 40 1.25 4404 50 40 1.25 3 0 40 1.25 4 96 40 2.50 1/8 4 5 None 0 inches feet inches feet inches feet feet inches feet inches inches feet feet inches feet Calculations Minimum Flow Rate per Orifice Number of Orifices per Zone Total Flow Rate per Zone Number of Laterals per Zone % Flow Differential 1st/Last Orifice Transport Velocity Before Valve Transport Velocity After Valve 0.43 25 10.8 1 0.3 2.3 2.3 gpm gpm % fps fps Frictional Head Losses Loss through Discharge Loss in Transport Before Valve Loss through Valve Loss in Transport after Valve Loss in Manifold Loss in Laterals Loss through Flowmeter 'Add-on' Friction Losses 0.8 0.2 2.7 0.8 0.0 0.0 0.0 0.0 feet feet feet feet feet feet feet feet Pipe Volumes Vol of Transport Line Before Valve Vol of Transport Line After Valve Vol of Manifold Vol of Laterals per Zone Total Vol Before Valve Total Vol After Valve 0.8 3.9 0.0 23.9 0.8 27.8 gals gals gals gals gals gals Minimum Pump Requirements Design Flow Rate Total Dynamic Head 10.8 12.6 gpm feet 0 5 10 15 20 25 30 35 40 0 50 100 150 200 250 300 Net Discharge (gpm) PumpData PF3005 High Head Effluent Pump 30 GPM, 1/2HP 115/230V 1Ø 60Hz, 200V 3Ø 60Hz PF3007 High Head Effluent Pump 30 GPM, 3/4HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3010 High Head Effluent Pump 30 GPM, 1HP 230V 1Ø 60Hz, 200/460V 3Ø 60Hz PF3015 High Head Effluent Pump 30 GPM, 1-1/2HP 230V 1Ø 60Hz, 200/230/460V 3Ø 60Hz Legend System Curve: Pump Curve: Pump Optimal Range: Operating Point: Design Point: W L Model FM100UModel FM200 Standard Models FM062, FM062U, FM075, FM075U, FM100, FM100U, FM150, FM200 Nomenclature FM Meter size (inches):062 = 5/8"075 = 3/4"100 = 1"150 = 1 1/2"200 200 = 2"2" Flow meter Indicates connection style:Blank = male threaded connection (FM062, FM075, FM100); female threaded connection (FM150, FM200)U = with unions, slip connection (FM062, FM075, FM100 only) Flow Meters Submittal Data Sheet © 2005 Orenco Systems® Inc.NSU-FM-FM-1 Rev. 4.0, © 6/05 Page 1 of 1 Specifications FM062(U) FM075(U) FM100(U) FM150 FM200 Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — (305 mm) (343 mm) (406 mm) Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — Head loss, ft 0.04 × Q2 0.022 × Q2 0.007 × Q2 0.0027 × Q2 0.0012 × Q2 (where Q = gpm) Head loss, m 0.04 × (3.79 × Q)2 0.022 × (3.79 × Q)2 0.007 × (3.79 × Q)2 0.0027 × (3.79 × Q)2 0.0012 × (3.79 × Q)2 (where Q = L/min) Materials of Construction Main Case: Bronze Register Box: Bronze Bottom Plate: Bronze Casing Bolts: Stainless steel Magnets: Plasticized material Strainer: Synthetic polymer Unions: Schedule 80 PVC (FM062, FM075, FM100) Flanges: Bronze (FM150, FM200) Applications Flow Meters are used to measure cumulative hydraulic flow through a transport line, using an analog display with an odometer-type totalizer. They precisely measure variable flows of filtered effluent. Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — (305 mm) (343 mm) (406 mm) Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — 0.022 0.022 Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — (305 mm) (343 mm) (406 mm) Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — Head loss, ft 0.04 Head loss, m 0.04 Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — (305 mm) (343 mm) (406 mm) Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — 0.007 0.007 Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — (305 mm) (343 mm) (406 mm) Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — 0.0027 0.0027 Length 7 1/2 in. 9 in. 10 3/4 in. 13 in. 17 in. (191 mm) (229 mm) (273 mm) (330 mm) (432 mm) Length with unions 12 in. 13 1/2 in. 16 in. — — Width 4 5/8 in. 5 1/4 in. 6 3/4 in. 8 3/4 in. 9 3/4 in. (117 mm) (133 mm) (171 mm) (221 mm) (248 mm) Height 4 9/16 in. 5 1/8 in. 5 3/4 in. 6 7/8 in. 7 1/2 in. (116 mm) (130 mm) (146 mm) (175 mm) (191 mm) Normal flow range 1-10 gpm 2-15 gpm 3-25 gpm 5-50 gpm 8-80 gpm (4-38 L/m) (8-57 L/m) (11-95 L/m) (19-190 L/m) (30-303 L/m) Maximum intermittent flow 20 gpm 30 gpm 50 gpm 100 160 (76 L/m) (114 L/m) (190 L/m) (379 L/m) (606 L/m) Low flow registration 1/4 gpm 1/2 gpm 3/4 gpm 1 1/2 gpm 2 gpm (95% level) (0.9 L/m) (1.9 L/m) (2.8 L/m) (5.7 L/m) (7.6 L/m) Maximum pressure 150 psi 150 psi 150 psi 150 psi 150 psi (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) (1033 kPa) Meter connection 1 in. 1 in. 1 1/4 in. 1 1/2 in. 2 in. male thread male thread male thread female thread female thread Meter connection with union 1 in. slip 1 in. slip 1 1/4 in. slip — — 0.0012 0.0012 H --------- ----------------------------------__ .,,. ,,...,- f la! tJ> ;;1 ,, t 1:1 .... > z i I~ I • ~ d n ~ r II r 11~ I .. I l -. ~ I i ,, I I ti .. iol \. l \ '-\ ~ii '\ f :E ~;;!ill ml~ ~ ...... 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PRCMBIP'l'ICTA* - \_NNMCIB.440tllf HIOHPCM" ·PIPES PIACS>ll TOPPORl"CF atl\1 &EM> PUaE8 Ciiio: Olmt6 D lpdll)': NG -11¥:-1 Dltinlly:AHO W3.0 _,.,1 ~aJl>()NP\o'CQI' DOMJTOWE fl--rEl=FWENl'UtiE -4• -....,,)1...._+1 -l-1 ~ SE'!'il!RLllE· I I ~llllU4GDlt4°111R '91CtED'' E .... P.V.C. 4GP.V.C. ·IHllUIAlB>CCPPl:R TIW:EH --VHIN8TAlllDTO LDCAlEUNE IN fUIURE © CLEA~JOUT DETAIL rar 11> sou .~MITOMA'l'IC mmllUllHll VAl.111!--Y , ..... anu::M ~ '-----t21'H..ETAlm F tr J4 CUTl£t8 ALL ._ 11~~1~1 • (5) ~V_EETAIL ••«™• SIFar_DMt_ ~-.. Oolrnllo911rl3 -117D.308.ml!O -"Gd11Fl'li'lracarn _,. ProPak111 Eftlent Pumping System -2nd COITf8rtment Dlawdown -1500-Galon .. ,._2' q---.:--=.-·---°"' ~·-~· ~ ~~--...... '-fll '"'" &. .......... -, I I ~N3~•Cl II r--iliilii9,_._ =-=~,... 1 ~:,. ..... mo-.... 111111. ... ==-., == mYf C..m.."-P t::==============T""~-........... 500-Galon Concrete Septi: Tank ~lh Bioluba Pump Vault ____ ....., TO l:IWl'lit ~Dll llli\ , .. 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'" -~· .. :• ~ .. -~· .. :• .-·~r.. ~. .:1 51" NOTE : .. 4• TANK MANUFACTURER DIMENSIONS MAY VARY .:. ··-~ -~. -·~. ~! • -. • •• •• •• ·.: •• • :···;.. .' ~ : ... . .•.• •.... • .. ·; ..... -. : .:•. :· .... : -------------~157"-------------- ....... A81ll C-1227.,. lncllMlng C-111W1for1911111nt~ • 8000 pal cona9te Digging .... 18' Lcq x ft Wide ...... lnllt lrwwt lnwrt lnllt Olllll .. a1• Dlnwllllol• ...._ Wldll ~ 112" 7rl' 80' • Dellverad complete wHh Internal piping NM-·- Inlet Side I Oulet Side I Tolal 804 gallons 1,480 gallons 2,084 gallonl Nltw..lght Lid T-* Tat.Ill MICllllMIJQ.SIMsr~ 4,3401119 I 15,530 .. I 1e,a70 .. Water a (719> 315.a714 28l05Co. Rd. 317 Watawatar P.O. BC1c925 0 VALLEY •Systems Fa: f719) 395-3727 a.a. Vlala. 0081211 •Products 0 PRECAST lac. •Service Web9118: www.valleyprecast.com ' Emall: frontdesk@vall8YDl'8C88lcorn ® .75 'MicroFAST' TANK DETAIL 1000-GALLON NOT TO SCALE SECOND TANK IN SERIES Eagle Springs Organic Date : 01/26/15 482 CR 315 Garfield County, Colorado Project Number: C1084 Designed By : ANG I W 5. Q Reviewed By : RHP Drawn By : ANG I Sheet 5 of 7 r~ II. • ... 0 "' I .... ,...._ I - I I I J -"""""-z --- -- --- --- aiAMl!ER TRENCH ~OSS SECTION-TYP. r 3.5'max UMITOF· EXCAVATION :t ec:.llUFY 8URFM:E ... ""° OBERVATIDN PIP£ "· .. , 1'mln f, ""·'·"·'"' II'~~ j ~:':·~;:·~·: '"" • ,. <.. ' r:·r~~,.;::.~:l '·· .............. . ... : .... ' .. ........ '!~:··.\ CM.\VE! 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NG -11¥:-1 Dltinlly:AHO W7.0 -TafT Thirsty Corp. 323 Park Dr. Glenwood Sprgs., Co 81601 Office: 970-945-8729 Fax: 970-384-2403 Name I Address Eagl e Springs Meats Description Noname Water Association Truck 05-98 Hr Rate Pitkin County Sa l es Tax Qty Cost 3,100 1.25 Total Customer Signature Estimate Date Estimate# 3/24/20 15 74 Project Total 0.0 12 37.20 100.00 125.00 3.60% 0.00 $162.20 859925 03/02/2015 03:59:01 PM Page 1 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded Recording requested by: After recording, return to: Karl J. Hanlon, Karp Neu Hanlon PC 201 14'h Stred, Suite 200 Glenwood Springs, CO 81601 WATER TANK EASEMENT AGREEMENT AND DEED This WATER TANK EASEMENT AGREEMENT AND DEED ("Deed") entered into and effective this .2t4iay of March, 2015, by and between Eagle Springs Organic, LL.C ("Eagle Springs") in favor of Ken Sack ("Sack"). WHEREAS, Eagle Springs is the owner of ce1tain real property located in Section 17 and Section 18, Township 6 South, Range 92 West of the 6th P.1\/L in Garfield County, Colorado and knovvn as Garfield County Assessor's parcel number 2 l 79-172-00-7 l 0 ("ES Parcel"); and WHEREAS, Sack desires to erect a water tank on the ES Parcel to support operation of a meat processing facility on a nearby parcel owned by Sack; and WHEREAS, Eagle Springs has approved a location for the \Vater tank on the ES Parcel and desires that Sack benefit from a non-exclusive, perpetual easement upon the ES Parcel in which Sack may erect the water tank. NOW, THEREFORE, for and in consideration of the mutual agreements, promises and covenants herein contained, and other good and valuable consideration, the parties mutually undertake, promise, and agree for themselves, their respective representatives, successors and assigns, as follovvs: 1. R~.i;'.Lt?.:1~-The foregoing recitals are incorporated by reference herein. 2. Qrnnt .. 9.LEfA~~ill.~!11· Eagle Springs hereby grants and conveys to Sack a permanent, non-exclusive easement upon the ES Parcel in which Sack may erect a water tank, as such easement is described on Exhibit A attached hereto and incorporated herein by this reference ("Water Tank Easement"). 3. Encroachment of lrnprovemen_t~, Eagle Springs has previously erected improvements on the ES Parcel, and may erect additional improvements on the ES Parcel in the foture, \Vhich encroach upon the Water Tank Easement. The parties agree that such improvements, whether now constructed or constructed in the future, may encroach upon the Water Tank Easement and that such encroachments are deemed not to restrict or interfere with Sack's use of the Water Tank Easement Paoe 1 of 2 b 859925 03/02/2015 03:59:01 PM Page 2 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded 4. Termination. In the event that Sack removes anv water tank erected bv him within _. __ .,.,,._ ........ ......_.._.._.._.._.._· .. .J the Water Tank Easement, the parties may terminate the \.Vater Tank Easement by mutual execution of a Termination of Easement agreement. 5. Authority. The undersigned frw Eagle Springs represents and \Varrants that he has the full right and lawful authority to enter into this Deed and to bind Eagle Springs. IN W JTNESS WHEREOF, the Parties have executed this easement on the date set fmih above. Eagle Springs Organic, LLC, a Colorado limited liability company By: Ken Sack, :rv1em ber STATE OF COLORADO ) ) SS. COUNTY OF GARFIELD ) '') ~;;~ Subscribed and sworn to before me this.<'_,· ~day of March, 2015, by Ken Sack as a Member of Eagle Springs Organic, LLC. WITNESS my hand and official seal. My Commission expires: Jf;.z~ [Z.Dli:{ ANGELIQUE PETTERSON NOTARY PUBLIC STATE OF COLORADO NOTARY !D 20114003802 MY COMMISSION EXPIRES JAN. 24, 2019 STA TE or COLORADO ) ) SS. COUNTY OF GARFIELD ) Subscribed and s\;vorn to before me this ':?::-~~Ly of March, 20 l 5 by Ken Sack. WlTNESS my hand and official seal. f 11,..2· 10 Iv1y Commission expires: ~l-2,,lt ....... £S.J,. ......... ' ANGEt.IQUe PltHERSON NOTARY PUBLIC STATE OS: COt.OR~t)(): NOTARY ID 20114003$02 MY COMMISSION EXPIRES JAN. 24, 2019 Page 2 of2 859925 03/02/2015 03:59:01 PM Page 3 of 3 Jean Alberico, Garfield County, Colorado Rec Fee: $21.00 Doc Fee: $0.00 eRecorded CIVIL ENGINEERING 'NATER TANK EASEMENT DESCRIPTION LAND SURVEYING A PARCEL OF L/'u'-lD LYING WJTHI\J THAT PROPEHTY DESCJUBED lN RECEPTION NO. 800705 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE, S1TUATED IN THE SE1/4NE1/4 OF SECTION 18, TOWNSHIP 6 SOUTfl, RANGE 92 WEST OF THE SIXTH PRINCfPAL MER1DIAN, C01JNTY (JF GARFIELD, STATE OF COLORADO: SAID PARCEL BEING !vIORE PARTICULARLY DESCRIBED AS FOLLOWS: CO:tviMENCING AT THE SOUTHEAST CORNER OF SECTION 18; THENCE NJ 8°48'43"W ,t\ DISTANCE OF 2736.17 FEET (DEED) TO THE SOUTHEAST CORNER OF THAT PROPERTY DESCRIBED IN RECEPTION NO. 820937 OF THE GARFIELD COUNTY CLERK AND RECORDER'S OFFICE; THENCE N46'~24'49"W ALONG THE EASTERLY BOUNDARY OF SAID PROPERTY A DISTANCE OF 156.64 FEET TO TI lE P01NLQJ.'.Jif;~(J_lNN1NG; THENCE CONTINUING ALONG SA TD EASTERLY BOUNDARYN46''24'49"\VA DISTANCE OF 200.00 FEET; THENCE LEAVING SAID EASTERLY BOUJ".JDARY N43°35'11 "EA DISTANCE OF 200.00 FEET; THENCE S46"24'49"E A DISTANCE OF 200.00 FEET; THENCE S4}0 35'11 ''\VA DISTANCE OF 200.00 FEET TO THE POINT.QE .. B.fD:lli1ffNG; SAID PARCEL CONT,1\INING 0.918 ACRES, JvlCiRE OR LESS. 2151004.00 151'7 BLAKE: AVE:!HlE, SUITE 10! GLENWOOD SFRlNGS, CO 816() 1 970-945-3676 • PHONE 970-94&·2555 •FAX \A/VVVV_ ~!C[:'.NG.COM March 2, 2015 To Whom It May Concern: ~ MRI Mountain Roll-offs, Inc. MRI (Mountain Roll-Offs, Inc.) is the trash service provider for: Eagle Springs Meat Slaughter House 0482 County Road 315 Rifle, CO Account# 01-12427 o Eagle Springs Meat is currently using a 20-yard MRI dumpster for trash. (~ely, '(v/b Peigi Droysen Office Manager/HR Peigi@mrico.net P. 0. Box 1474, Carbondale, CO 81623 I 970.963.3435 I Fax: 970.963.4205 Karp .. Neu .. H.~!!!S?n; Eagle Springs Organics Major Impact Review Page 3 See Impact Analysis Denver District-Denver Federal Center, P.O. BOX 25387, Denver, CO 80225 EST. UMBER: Establishment Hours of Operation APProval is valid until a request for change is approved. DJS11UCT CIRCUIT CODE:; USE Of llUSWOIUCSHEEtIS VOLUNTARY, HOWBIER, THI! lllFORMAlION IS REQUJREDlO PROCeiS YOURREQUESI' 1 5 NOTE: Specify dally dock hours of operations (first eight [8] hours). Slaughter & Proces'Sing (all departments Within the establiShment) are required to have the same 8 hours per shift With lf2 hour tb 1 hour lunch period. Overtime is tD be an'8ngecl with your Inspector &n Charge. SHIFT1 Arf\.. To: /tf," 3CJ ,(_ Lunch To: 8 :3cJ <p Circle actual days of operation only: S M T F s SHIFT i From: To: Lunch From: To: Circle actual days of operation only: S M T W TH F s **If work schedule Is less than 8 hrs rday/5 days per weej;. please specffy days/hours In the conynents section below. ,,,_"'-ll _ 2& //z • Date 1/-£2-12 oate -- Your Hours of Operation, when a· ved as request'ed, are done so with the understanding that · any work performed ~ut.slde of the Inspector's "Tour of Duty" of ~:ga Ah\to ,3;,g4 pn.tis subject to reimbursable overtime. District Manager's Signature Date Your request for Hours of operation has been Denied for the following reason(s): District Manager's Signature Date COMMENTS (Use this space to provide additional fnfonnati9n regarding your scheduled operations) *** ANY PLANT OPERATIONS OUTSIDE THE Pl.ANTS APPROVED HOURS OF OPERATION WILL BE OVERTIME CHARGED TO THE ESTABUSHMENT. (10-2008)