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HomeMy WebLinkAbout1.0 Application Page 1 Fix It Subdivision BUI#20015.01 Minor Subdivision Application August 3, 2020 Grading & Drainage Plan The Drainage Plan is provided in accordance with Article IV Section 4-203.E of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. E1. Site Map: The purpose of this document is to provide a basic engineered analysis for grading and drainage on the proposed Fix It Subdivision in Garfield County, Colorado. The 11.7 Ac. property is owned by Collins Land Acquisitions, LLC and was previously developed with an auto body shop and a welding shop. The property is currently accessed from County Road #346. The Applicant proposes to subdivide the property into two lots, one for the existing auto body shop and one for the existing welding shop. As an individual parcel, the auto body shop lot (Lot 1) may also include a future automobile sales office. The Colorado River flows east to west approximately 0.7 miles north of the property. The property does not contain any waterbodies, hydrologic features, intermittent water features or wetlands that might be adversely impacted by the proposed division of land. According to the Garfield County FEMA Floodplain Mapping database, the Colorado River Floodplain is represented under Preliminary Map #08045C1090E (attached). As mapped, the lower limits of the site below the existing buildings are contained in flood Zone A with no base flood elevations determined. Please see the attached Site Plan (Sheet C.1) for existing conditions and the proposed lot configuration. E2. Drainage Structures: A drainage study for the property was prepared by Boundaries Unlimited Inc. (Project: Collins, November 4, 2003) for the addition of the welding shop on the property. Existing drainage structures include roadside ditches, site swales and three detention ponds along the north property boundary (lower limits). Since the property is already developed, no additional stormwater facilities are necessary for the proposed division of land. The location of a future automobile sales office on Lot 1 is unknown at this time. Therefore, the need for stormwater mitigation for that improvement will need to be addressed at the time of building permit application. The gravel access drive needs to be widened to 30’, but the minor amount of additional runoff can be infiltrated by the existing detention facilities. E3. Topography: In general, The site slopes from south to north at 4%-7%. 1-foot contours are represented on Sheet C.1. E4. Grading Plan: As discussed, the property is already developed and the only improvement proposed at this time is a minor widening of the access drive. Please see the attached Site Plan. E5. Soil Stockpile and Snow Storage Area: As discussed, the property is already developed and no significant subdivision improvements are proposed with this division of land which would require soil stockpiles. The location of a future automobile care sales building on Lot 1 is unknown at this time. Therefore, the need for soils stockpiles for that structure will need to be addressed at the time of building permit application. Snow storage currently exists along the edges of the driveway and is anticipated to be the same for any future development which might occur. Page 2 E6. Drainage Plan: As discussed, a drainage study for the property was previously prepared by Boundaries Unlimited Inc. The property is already developed and the gravel access drive needs to be widened to 30’, but the minor amount of additional runoff can be infiltrated by the existing detention facilities. The location of a future automobile sales office on Lot 1 is unknown at this time. Therefore, the need for drainage improvements for that structure will need to be addressed at the time of building permit application. E7. Equipment Storage: The property is already developed with various material and vehicle storage areas. No additional equipment storage is proposed with this division of land. Since the future automobile sales office on Lot 1 is unknown at this time, any need for additional equipment storage will need to be addressed at the time of building permit application. E8. Temporary Roads: No temporary roads are proposed with this application. E9. Areas of Steep Slope: No steep slopes exist on the property that would preclude a division of land. E10. Construction Schedule: The access drive will be widened prior to approval of the Final Plat. The amount of construction is minimal and should late less than a week to complete. E11. Permanent Stabilization: The minor widening of the access drive will not require any permanent stabilization. E12. Erosion Control Measures: The minor widening of the access drive will not require any erosion control measures. E13. Estimated Cost: Widening the access drive will require approximately 14 CY of roadbase and minor earthwork. Therefore, the estimated cost of construction is $2,000.00. E14. Calculations: Please see the attached Drainage Study prepared by Boundaries Unlimited Inc. (Project: Collins, November 4, 2003). E15. Neighboring Areas: The site is bordered by Interstate 70 to the north; a rural residential single-family property to the west; County Road #346 to the south with a steep hillside leading up to a rural agricultural ranch; and a rural residential single-family property with apparent commercial vehicle storage to the east. E16. Stormwater Management: Under the existing condition, runoff sheet/shallow flows north across the site from south to north where it is collected by a series of existing stormwater detention ponds for infiltration. Excess major event runoff appears to flow west to a culvert leading under Interstate 70 and eventually to the Colorado River. Please see the attached drainage study prepared by Boundaries Unlimited Inc. The location of a future automobile sales office on Lot 1 is unknown at this time. Therefore, the need for any additional Page 3 stormwater management improvements for that structure will need to be addressed at the time of building permit application. E17. Stormwater Management Plan: The proposed division of land does not require an application with the CDPHE. E18. Reclamation, Revegetation and Soil Plan: As discussed, the property is already developed and no signifant improvements are proposed with this division of land. Therefore, no reclamation, revegetation or soil plan is necessary. E19. Hydraulic Calculation: The proposed division of land does not contain any new channels or pipelines which would require hydraulic calculations. E20. Maintenance Requirements: As discussed, the property is already developed and no additional subdivision improvements are proposed with this division of land. Therefore, no maintenance requirements are required beyond what is typical for a rural commercial property. E21. Spill Prevention Control and Countermeasures Plan: No additional fuel and/or hazardous liquid storages are not proposed on the site. E22. Additional Information or Detail: None. E22. Signatures: Prepared by: Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Betty Collins Owner/Applicant Attachments • FEMA Floodplain Map • Drainage Study by Boundaries Unlimited Inc. (Project: Collins, November 4, 2003) • Sheet C.1 – Site Plan Date: Proj #: File: Scale:923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 1"= 250' Garfield County, Colorado vicinity-fema maps.dwg 4941 CR#346, Silt, CO20015 Betty Collins FEMA FIRM (Preliminary) 8/3/20 NORTHTo Rifle Interstate 70 To Silt CR#346 Zone A 100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR 100-YR 100-YR 100-YR100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR10 0 - Y R 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100- Y R 1 00 -YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR100-YR100-YR100-YR100-YRXXXFOUND 3.25" BRASS CAPMONUMENT MARKED GARFIELDCOUNTY SURVEYOR7-8-17-18 T6S R92W 1970RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX FOUND 3.25" BRASS CAPMONUMENT MARKED GARFIELDCOUNTY SURVEYOR7-8-17-18 T6S R92W 1970OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOETTEE E E E E E T T T T T TEEEE101.6 '82.3'60.3'40.4'WWWWWWWW WW W W WWWWW W W W W W W WWWWWWWWWWWW T TTTTTTTTTTTTTT T TIRIR5270526452665268526052585262 5252525452565250525252545 2 6 052705 2 8 0 525852 6 2 52 64 52 6 652685272527452765 2 7 85282 5252525452905300APPROXIMATE PIPELINEFOR LAST CHANCE DITCHEXISTING ELECTRICTRANSFORMEREXISTING EDGEOF GRAVELEXISTINGEDGE OFGRAVELEXISTING EDGEOF GRAVELEXISTING TELEPHONE PEDESTALEXISTING UTILITY POLEEXISTING FENCEEXISTING FENCEEXISTING STORMWATERDETENTIONHOLY CROSS UTILITYEASEMENT (R.N. 695877)APPROXIMATE LOCATIONOF SEPTIC TANK & FIELDAPPROXIMATE LOCATIONOF SEPTIC TANK & FIELDEXISTING 10' WIDE HOLY CROSSUTILITY EASEMENT 5' ON EITHERSIDE OF THE CENTERLINE OF THEELECTRIC LINE (R.N. 695878)EXISTING 6000-GALWATER STORAGEEXISTINGELECTRIC OUTLETEXISTING YARDHYDRANTEX. WELL &YARD HYDRANTPROPOSED UTILITYEASEMENTEXISTING IRRIGATIONPIPELINE RISEREXISTING IRRIGATIONDITCH RISERAPPROX. LOCATIONOF EX. UTILITIESEXISTINGTELEPHONEPEDESTALEXISTING STORMWATERDETENTIONEXISTING STORMWATERDETENTION10'x40' CONCRETE APRONCOUNTY ROAD #346INTERSTATE 70 ROWPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEWELDING SHOP(8,362 ft2 )AUTOBODYSHOP(2,420 ft2)PR. PROPERTY LINE 2" BRASS CAP IN 2" STL.PIPE STAMPED "LS 15846-NW 1/16 S17-1981"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"EXISTING 125' WIDE COLORADO UTEELECTRIC ASSOCIATION UTILITY EASEMENTBY BK 348 AT PG 557 AND BK 344 AT PG 352(BOTH ILLEGIBLE) AND HAS BEEN CENTEREDON POLE ALIGNMENT2" BRASS CAP IN 2" STL. PIPE14.5' WITNESS CORNER STAMPED"LS 15846 - WC - N 1/16 18/17 - 1981"ILLEGIBLE REBAR& CAPEXISTING CULVERTLot 1214571 sf±4.926 Ac.±Lot 2280928 sf±6.449 Ac.±EXISTING UTILITY POLEEXISTING UTILITY POLEEXISTING IRRIGATIONDIVERSION BOXEXISTING IRRIGATIONDIVERSION BOXEXISTING LOESCH CRANN DITCHAND/OR LAST CHANCE DITCHEASEMENT WIDTH NOT SPECIFIEDBY R.N. 339575 NOR R.N. 77123560' EASEMENTCO RD 346WIDEN THE ACCESS DRIVE TO30' (2-11' LANES & 4' GRAVELSHOULDERS, CENTER ON THEPROPERTY LINEPR. PROPERTY L INE APPROX. LOCATIONOF EX. UTILITIESR75'25' DRAINAGEEASEMENT (SEE PLAT)140.27'138.4'288.35'271.17'24'±PROPOSED 70' ACCESS &UTILITY EASEMENT (SEE PLAT)45'87.98'91.16'27' (Ex.)18' (Ex.)PROPOSED70' ACCESS& UTILITYEASEMENT35'15' POTABLEWATER EASEMENTCENTERED ON THEEX. SHAREDWATER LINE.35'DIGITIZED APPROX. LOCATIONOF THE 100-YR FLOODPLAIN(PRELIMINARY MAP FEMA FIRM#08045C1090EPR. PROPERTY LINE70' ACCESS& UTILITYEASEMENT25'EXISTING UTILITY POLE W/ TRANSFORMER0040'80'Scale: 1" = 40'NORTHByRevisionNo.Date 923 Cooper Ave., Ste. 201Glenwood Springs, CO 81601(T) 970.945.5252www.bu-inc.comEngineer or Surveyor SealSheetClient Information:PROJECT NO.File Name:Designer:Drafter:Date:N:\PROJECTS\2020\20015-Collins Industrial\dwg\20015-V-Topo.dwg 8/24/2020 1:08 PM Subsurface Utility Engineering (SUE)Required Project:If "Yes", SUE Certification by:Firm:Job #:Date:9. 8. 7. 6. 5. 4. 3. 2.8/24/20BUIDJW20015-v-topo.dwg20015970.618.4682SILT, CO 81652PO BOX 1017COLLINS LAND AQUISITIONS, LLCSILT, COLORADO 1. ---- Site Plan Fix It Subdivision C.1NoN/AN/AN/AGGGEXISTING GASXXX7362EXISTING FENCEEXISTING PROPERTY/RIGHT-OF-WAY LINEPROPOSED PROPERTY LINELEGEND7360EXISTING 1' CONTOUREXISTING 5' CONTOUREXISTING TELEPHONETTT>>>>>EXISTING DITCH/SWALE FLOW LINEEXISTING EASEMENTEEEEXISTING UNDERGROUND ELECTRICEXISTING WATERLINEWWWPROPOSED EASEMENTNOTES:1.BURIED UTILITIES ARE SHOWN BASED ON INFORMATIONPROVIDED BY OTHERS AND ARE IN THEIR APPROXIMATELOCATION.2.TOPOGRAPHY IS BASED OFF LIDAR DATA OBTAINEDFROM THE THE UNITED STATE GEOLOGIC SURVEY(https://viewer.nationalmap.gov). Page 1 of 2 Fix It Subdivision BUI#20015.01 Minor Subdivision Application August 3, 2020 Basic Traffic Analysis The purpose of this document is to provide a basic engineered analysis for traffic generated from the proposed Fix It Subdivision in Garfield County, Colorado. The property is owned by Collins Land Acquisitions, LLC and was previously developed with an auto body shop and a welding shop. The property is currently accessed from County Road #346 under Road & Bridge Permit #124 (attached). The Applicant proposes to subdivide the property into two lots, one for the existing auto body shop and one for the existing welding shop. The auto body shop further desires to expand into used car sales. Both lots will continue to utilize the existing access. The following Exhibit-1 provides an aerial view of the roadway and access intersection. No additional accesses are proposed for this subdivision. Exhibit 1 (Site & Existing Roadways) Based on field measurements, County Road #346 has a paved width of approximately 24’ with 3’ gravel shoulders. The posted speed limit on County Road #346 is 35 mph and there are no existing sidewalks or public trails. Existing and Proposed traffic trip generation has been estimated using the Institute of Traffic Engineers (ITE) Manual, 10th Edition as follows: Page 2 of 2 Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Manufacturing, per Employee (140)2.47 0.37 0.33 25 61.75 9.25 8.25 Auto Care Center, per Service Bays (942)12.48 1.52 2.17 5 62.40 7.60 10.85 Total:124.15 16.85 19.10 Weekday AM Peak Hour PM Peak Hour Weekday AM Peak Hour PM Peak Hour Manufacturing, per Employee (140)2.47 0.37 0.33 25 61.75 9.25 8.25 Automobile Sales (Used) per Employees (841)12.48 1.16 1.73 2 24.96 2.32 3.46 Auto Care Center, per Service Bays (942)12.48 1.52 2.17 5 62.40 7.60 10.85 Total:149.11 19.17 22.56 24.96 2.32 3.46 Blue = Saturday rates (no weekly daily rate available) *Based on Institute of Traffic Engineers (ITE) Trip Generation Manual, 10th ed. Total Generated Trips Existing Conditions Proposed Conditions # Units Description/ITE Code *ITE Vehicle Trip Generation Rates # Units Total Generated Trips Description/ITE Code *ITE Vehicle Trip Generation Rates Trip Increase Table 1, Trip Generation Estimates Based on information provided by Garfield County Road & Bridge, the 2019 average daily vehicle traffic (ADT) for County Road #346) is 1344 trips. Thus, if and when the automobile sales business is developed, traffic is anticipated to increase on County Road #346 by approximately 25 trips per day (see Table 1), or by 1.9%. Given the minor traffic increase compared to the existing conditions, no improvements appear to be warranted to County Road #346 for this subdivision. Based on the above vehicle trip estimates, the access is categorized as a Rural Access according to LUDC Table 7-107 “Roadway Standards” requiring a 50’ wide ROW, 11’ lane widths, 4’ gravel shoulders, 3% gravel cross slope and a maximum grade of 12%. The existing access entry contains a 10’ x 40’ concrete apron, but only a 27’ wide gravel surface above the old Loesch Crann Ditch crossing and an 18’ width across the old ditch crossing (the ditch has been piped). Therefore, the access needs to be widened to 30’ (2*11’+2*4’) for conformance to LUDC Table -107. If you have any questions or need additional information, please feel free to contact me at 970.945.5252. Sincerely, BOUNDARIES UNLIMITED INC. Deric J. Walter, PE Enc. XXXFOUND 3.25" BRASS CAP MONUMENT MARKED GARFIELD COUNTY SURVEYOR 7-8-17-18 T6S R92W 1970 RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RW RWXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X X X X X X X X X X X X X X FOUND 3.25" BRASS CAP MONUMENT MARKED GARFIELD COUNTY SURVEYOR 7-8-17-18 T6S R92W 1970 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE T T E EEEEEETTTTTTEEEE101.6'82.3' 60.3'40.4'W W W W W W W WW W W W W W W W WWWWW W WW W W W W W W W W W W WTT T T T T T T T T T T T T TTTIR IR 527 0 526 4 5266 5268 5260 5258 5262 5252 52 5 4 5256 5250 5252 5254 52605270 52805258 52625264 52665268 5272 5274 5276 5278 5282 5252 5254 5290 5300 25' DRAINAGE EASEMENT (SEE PLAT)140.27'138.4'288.35' 271.17'24'±20' UTILITY EASEMENT 10' PROPOSED 50' ACCESS & UTILITY EASEMENT (SEE PLAT)85' ACCESS & UTILITYEASEMENT (SEE PLAT)10'25'87.98'91.16'75'APPROXIMATE PIPELINE FOR LAST CHANCE DITCH EXISTING ELECTRIC TRANSFORMER EXISTING EDGE OF GRAVEL EXISTING GRAVEL EXISTING EDGE OF GRAVEL EXISTING TELEPHONE PEDESTAL EXISTING UTILITY POLE EXISTING FENCE EXISTING FENCE EXISTING STORMWATER DETENTION HOLY CROSS UTILITY EASEMENT (R.N. 695877) APPROXIMATE LOCATION OF SEPTIC TANK & FIELD APPROXIMATE LOCATION OF SEPTIC TANK & FIELD EXISTING 10' WIDE HOLY CROSS UTILITY EASEMENT 5' ON EITHER SIDE OF THE CENTERLINE OF THE ELECTRIC LINE (R.N. 695878) EXISTING WELL EXISTING 6000-GAL WATER STORAGE EXISTING ELECTRIC OUTLET EXISTING YARD HYDRANT EXISTING YARD HYDRANT PROPOSED UTILITY EASEMENT PROPOSED UTILITY EASEMENT (SEE PLAT) EXISTING IRRIGATION PIPELINE RISER EXISTING IRRIGATION DITCH RISER EXISTING TELEPHONE & ELECTRIC LINES, TYP. EXISTING WATER LINE, TYP. EXISTING TELEPHONE PEDESTAL EXISTING STORMWATER DETENTION EXISTING STORMWATER DETENTION 10'x40' CONCRETE APRON EXISTING UTILITY POLE W/ TRANSFORMER COUNTY ROAD #346 INTERSTATE 70 ROW PROPERTY LINE PROPERTY LINE PROPERTY LINEPROPERTY LINEPROPERTY LINEWELDING SHOP (8,362 ft2 ) AUTOBODY SHOP (2,420 ft2)PROPERTY LINEPROPERTY LINE PROPERTY LINE2" BRASS CAP IN 2" STL. PIPE STAMPED "LS 15846 -NW 1/16 S17-1981" 1 1/2" ALUMINUM CAP STAMPED "LS 9009" 1 1/2" ALUMINUM CAP STAMPED "LS 9009" EXISTING 125' WIDE COLORADO UTE ELECTRIC ASSOCIATION UTILITY EASEMENT BY BK 348 AT PG 557 AND BK 344 AT PG 352 (BOTH ILLEGIBLE) AND HAS BEEN CENTERED ON POLE ALIGNMENT2" BRASS CAP IN 2" STL. PIPE 14.5' WITNESS CORNER STAMPED "LS 15846 - WC - N 1/16 18/17 - 1981" ILLEGIBLE REBAR & CAP EXISTING CULVERT Lot 1 221580 sf± 5.087 Ac.± Lot 2 273919 sf± 6.288 Ac.± EXISTING UTILITY POLE EXISTING UTILITY POLE EXISTING IRRIGATION DIVERSION BOX EXISTING IRRIGATION DIVERSION BOX EXISTING LOESCH CRANN DITCH AND/OR LAST CHANCE DITCH EASEMENT WIDTH NOT SPECIFIED BY R.N. 339575 NOR R.N. 771235 60' EASEMENTCO RD 34627' (Ex.) WIDEN THE ACCESS DRIVE TO 30' (2-11' LANES & 4' GRAVEL SHOULDERS 18' (Ex.) 00 40'80' Scale: 1" = 40' NORTH ByRevisionNo.Date923 Cooper Ave., Ste. 201 Glenwood Springs, CO 81601 (T) 970.945.5252 www.bu-inc.com Engineer or Surveyor Seal Sheet Client Information: PROJECT NO. File Name: Designer: Drafter: Date: Subsurface Utility Engineering (SUE) Required Project: If "Yes", SUE Certification by: Firm: Job #: Date:9.8.7.6.5.4.3.2.8/4/20 BUI DJW 20015-v-topo.dwg 20015 970.618.4682 SILT, CO 81652 PO BOX 1017 COLLINS LAND AQUISITIONS, LLC SILT, COLORADO1.----Site PlanFix It SubdivisionC.1 N/A N/A N/A N/A G G G EXISTING GAS X X X 7362 EXISTING FENCE EXISTING PROPERTY/RIGHT-OF-WAY LINE PROPOSED PROPERTY LINE LEGEND 7360 EXISTING 1' CONTOUR EXISTING 5' CONTOUR EXISTING TELEPHONETTT >>>>>EXISTING DITCH/SWALE FLOW LINE EXISTING EASEMENT E E E EXISTING UNDERGROUND ELECTRIC EXISTING WATERLINEWWW PROPOSED EASEMENT NOTES: 1.BURIED UTILITIES ARE SHOWN BASED ON INFORMATION PROVIDED BY OTHERS AND ARE IN THEIR APPROXIMATE LOCATION. 2.TOPOGRAPHY IS BASED OFF LIDAR DATA OBTAINED FROM THE THE UNITED STATE GEOLOGIC SURVEY (https://viewer.nationalmap.gov). Fix It Subdivision BUI#20015.01 Minor Subdivision Application August 3, 2020 Water Supply & Distribution Plan This Water Supply & Distribution Plan is provided in accordance with Article 4 Section 4-203.M of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. M1. Water Supply: The two (2) lot subdivision will be served by an existing shared well and not by a water supply entity. a. Not Applicable b. 14 SFE or Fewer: The subdivision will contain two (2) commercial/industrial lots which will be served by the existing well (Collins Well, DWR Permit #60317-F, attached (replaced #59894-F)) as augmented by the West Divide Water Conservancy District (WDWCD #030612-BC(a) amended 8/21/03, attached). The well has been permitted for ordinary household purposes inside one (1) single family dwelling, and drinking and sanitary facilities for six (6) commercial/industrial businesses. The permit further permits groundwater from this well to service a maximum of seven (7) commercial/industrial businesses if the one (1) single family dwelling is removed or converted to an individual commercial/industrial business. Water from this well shall not be used for any other purpose outside single family dwelling or the commercial/industrial businesses building structures(s). Prior to recording the Final Plat, the Applicant will submit to the County a report from a qualified water resource engineer in the State of Colorado addressing the requirements of Article 4 Section 4-203.M.b(1) thru (5). Prepared by: Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Betty Collins Owner/Applicant Attachments • CWCB/DWR Well Map • DWR Permit #60317-F • WDWCD #030612-BC(a) amended 8/21/03 2,257 376.2 Map Viewer This product is for informational purposes and may not have been prepared for, or be suitable for legal, engineering, or surveying purposes. Users of this information should review or consult the primary data and information sources to ascertain the usability of the information. 1,7541: Feet2920 Legend 146 Notes Location 292 Date Prepared: 7/27/2020 5:03:57 PM Well Constructed Permit Issued Form No. OFFICE OF THE STATE ENGINEER GWS-25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 303) 866-3581 APPLICANT BETTY J COLLINS 810 COUNTY ROAD 223 RIFLE, CO 81650- 600 Ft. from West Section Line UTM COORDINATES CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the well shall be operated only when the West Divide Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect, and when a water allotment contract between the well owner and the West Divide Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. WDWCD contract #030612-BC(a) (amended 8121103). 4) Approved for the change in use of an existing well constructed September 1, 1984 to a depth of 80 feet, under permit no. 125776 (canceled) and later permitted for expanded use under permit no. 59894-F (canceled). The issuance of this permit hereby cancels permit no. 59894-F. 5) Approved as a well on a tract of land of 11.70 acres described as that portion of the NW 114 of the NW 1/4, Sec. 17, Twp. 6 South, Rng. 92 West, 6th P.M., Garfield County, more particularly described on the attached exhibit A. Further identified as 4941 County Road 346, Silt, CO 81652. 6) The use of ground water from this well is limited to ordinary household purposes inside one (1) single family dwelling, and drinking and sanitary facilities for six (6) commercial/industrial businesses. Furthermore ground water from this well may service a maximum of seven (7) commercial/industrial businesses if the one (1) single family dwelling is removed or converted to an individual commerciallindustrial business. Water from this well shall not be used for any other purpose outside single family dwelling or the commercial/industrial businesses building structure(s). All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as Collins Well. EXST WELL PERMIT NUMBER 60317 -F DIV. 5 WD 45 DES. BASIN MD ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT APPROVED WELL LOCATION GARFIELD COUNTY NW 1/4 NW 1/4 Section 17 Township 6 S Range 92 W Sixth P.M. DISTANCES FROM SECTION LINES 900 Ft. from North Section Line 7) The maximum pumping rate of this well shall not exceed 15 GPM. 8) The average annual amount of ground water to be appropriated shall not exceed 1.411 acre-foot (459,774 gallons). 9) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 10) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 11) This well shall be located not more than 200 feet from the location specified on this permit. NOTE: Parcel Identification Number (PIN): 23-2179-172-00-122 NOTE: Assessor Tax Schedule Number: R023139%/ QD,? APPROVED DMW 1W Z_% . State Engineer 9501633 Page | 1 of 3 Fix It Subdivision BUI#20015.01 Minor Subdivision Application August 3, 2020 Wastewater Management & Systems Plan This Wastewater Management & Systems Plan discussion is provided in accordance with Article 4 Section 4-203.N of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. N1. Wastewater Management: a. The proposed subdivision is rural and will not be served by an existing public collection system or treatment facility. b. OWTS 1) The property was previously developed with an auto body shop, a welding shop and outdoor vehicle/material storage. Each building structure is served by as separate individual sewage disposal system (ISDS). The auto body shop system was replaced in 2009 under Garfield County Permit #4641. The welding shop system was installed in 2005 under Permit #4136. Both systems were recently inspected by CDO, Inc. (reports attached). The auto body shop system will serve Lot 1 of the Fix It Minor Subdivision and the welding shop system will serve Lot 2. Copies of the permits have been attached. 2) The Natural Resources Conservation Service (NCRS) Web Soil Survey indicates that the site soils are Type-C Heldt Clay Loam which have a slow rate of water transmission (attached). That combined with the existing permits conclude that the soils are suitable to meet County requirements. 3) The approximate locations of the existing systems have been included on the Site Plan. 4) Soil percolation tests were completed by HP Geotech, Project #105 866, study date October 12, 2005 (included in Permit #4136). 5) A proposed management plan for operation and maintenance of on-site- systems has been attached. c. No new treatment facilities are proposed. d. Individual ISDS/OWTS systems will be constructed, managed and maintained at the sole cost of the individual owner/user. e. Any future or replacement OWTS system will be designed by a qualified professional engineer licensed by the State of Colorado and reviewed by the Community Development Department. f. N/A g. Individual ISDS/OWTS systems will be managed, maintained and repaired at the sole cost of the individual owner/user. h. N/A i. Each of the proposed two (2) lots will be served by its own existing ISDS/OWTS system. Boundaries Unlimited Inc. understands that both systems are operating satisfactorily. Any future systems will have to comply with County and State standards and regulations in force at the time of permitting. j. Both lots will be 2.0 acres or larger which allow the permitted ISDS/OWTS systems to be utilized. Page | 2 Prepared by: Deric J. Walter, PE Boundaries Unlimited Inc. Acknowledged by: Betty Collins Owner/Applicant Attachments • OWTS Maintenance and Management Plan • Permit #4136 • Permit #4641 • CDO, Inc. Reports Page | 1 of 3 OWTS MAINTENANCE AND MANAGEMENT PLAN Collins Minor Subdivision Garfield County, Colorado August 3, 2020 The Subsoils Study for Foundation Design, Proposed Commercial Building, 4941 County Road 346 (Mamm Creek Road), Garfield County, Colorado prepared by HP Geotech dated October 12, 2005 indicated that the soil conditions of the property consist of approximate 1 to 1-1/2 feet of fill or 1/2 foot of topsoil over stiff to medium stiff, sandy silty clay that extended to pit depths of 9 and 10 feet. Samples showed a minor swell potential when wetted under a constant light surcharge. Any new Onsite Wastewater Treatment System (OWTS) installed within the Subdivision shall comply with current Garfield County OWTS Regulations and the following additional requirements: A. each system shall be designed by a professional engineer registered in the State of Colorado pursuant to Colo. Rev. Stat. §12-25-111 (1999); B. each system design shall adequately address the soil conditions present at the Lot site, which shall be verified through appropriate on-site testing by a professional engineer; C. each system shall be designed to adequately service the anticipated wastewater demand; D. the tops of all tanks or risers extending there-from shall be surface accessible to facilitate system maintenance, monitoring and inspections; E. absorption fields or trenches shall adhere to minimum setbacks as regulated by the Colorado Department of Health, Regulation No. 43 On-Site Wastewater Treatment System Regulation, most recent edition, or as established by Garfield County; F. proper mitigation (diversion) of drainage and flood irrigation for the absorption field or trench areas shall be included in the design and construction; G. each system shall be designed with sufficient area specifically allocated for a reserve leach field to ensure that a future replacement is possible. The reserve leach field shall meet the same design criteria as the primary field and shall not be constructed over with driveways, buildings or other permanent structures; and H. septic tanks shall be fitted with an effluent filter. Following OWTS installation, each Lot Owner shall provide the Association (if one exists) and the Garfield County Community Development Department with as-built drawings in relation to the other improvements on the Lot, to scale, depicting the location and dimensions of the OWTS facilities including the absorption field and monitoring pipes, all applicable design, operation and maintenance specifications of the system's manufacturer and written certification from the Page | 2 of 3 design engineer that the OWTS was installed in conformance with the requirements above stated and all applicable design specifications of the manufacturer. In the event no Association exists or that the Association fails to properly implement and enforce the design and performance standards set forth in this paragraph, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have all the right to enter upon the property and implement and enforce such standards at the expense of the affected Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the same. The provisions of this paragraph shall not be amended or repealed by the Homeowners Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. In order to ensure that each OWTS installed within the Subdivision is inspected on a regular basis and properly maintained, the responsibility and authority for such inspection and maintenance shall be vested exclusively within the Association. This management plan is not intended to provide for common ownership of the OWTS(s) or to provide common funding for the construction, repair or replacement thereof. Such ownership and responsibility for construction, repair and maintenance shall remain with the Lot Owner. A. In accordance with the above, the Association and Lot Owner shall: 1. retain at all times, the services of qualified personnel to inspect the OWTS(s) and to perform all maintenance and repairs necessary to ensure that same are installed properly, remain in good operating condition and comply with the performance requirements set forth within; 2. inspect the operating components of each OWTS within (30) days of being placed into operation; thereafter, each OWTS shall be inspected every year and the septic tank pumped at the time that the solids (settled and floating) accumulate to a level of 20 percent of the effective capacity of the tank; and 3. maintain at all times written or other permanent records documenting the date each OWTS was inspected or tested, the results of such inspections or tests and the extent of all maintenance and/or repairs performed. All documents maintained by the Association and Lot Owner pursuant to this provision shall at all times be available for inspection by other lot owners and/or authorized representatives of Garfield County. B. The following provisions shall apply in the event the estimated maintenance or repair costs required of any OWTS exceed $1000.00 in total during any one calendar year: 1. the Association shall give the Lot Owner and the Garfield County Community Development Department written notice of the nature and extent of the work necessary, to return the OWTS to good operating condition and/or bring the OWTS System within the performance requirements set forth within; Page | 3 of 3 2. within (10) days of receipt of such notice, the Lot Owner shall at his or her own expense submit an application for an OWTS Permit to Garfield County to repair or replace the OWTS; 3. within (30) days of receipt of such Permit, the Lot Owner shall at his or her own expense, cause to be completed, the repairs set forth within the notice. In the event the Lot Owner fails to complete such repairs within this the period to the satisfaction of the Association, the Association shall have the authority, in addition to any other remedy provided within this Restatement, to take any of the following actions: a. to impose against the Lot Owner, a fine not to exceed $200.00 for each day in which the OWTS System remains unrepaired; b. to complete on behalf of the Lot Owner the required repairs to the OWTS. All costs included by the Association in connection with the restoration shall be reimbursed to the Association by the Lot Owner of the Lot, upon demand. All un- reimbursed costs shall be a lien upon the Lot until reimbursement is made which may be enforced in accordance with the provisions of this Restatement; and/or C. In the event the Association fails to properly implement and enforce the provisions of this management plan set forth in this Article, the Board of County Commissioners for Garfield County, Colorado and its duly authorized representatives and agents, shall have the right to enter the Subdivision and implement and enforce such provisions at the expense of the Lot Owner or exercise any other right or power afforded under this Restatement including, but not limited to, the initiation of appropriate proceedings in the District Court for Garfield County, Colorado, to compel enforcement of the provisions of this management plan. D. To encourage the health and longevity of the OWTS system, the Lot Owner shall consider the following; 1. Minimize the amount of water that goes down the drain, the better the system will work. 2. Minimize solids going down the drain. 3. Eliminate garbage disposals or keep the use of garbage disposals to a minimum. 4. Minimize grease and oils that go down the drain. 5. Use lint filters on laundry machine drains. 6. Keep sand and dirt out of the building drain. 7. Avoid flushing sanitary napkins or paper products other than toilet paper. 8. Do not use lye-based drain unclogging chemicals such as Draino, Oven-Off, or other strong cleaning agents 9. Do not put any “root deterrents” down the drain. 10. Do not pour paint thinner, pesticides, paints or photo lab chemicals down the drain 11. Minimize use of chlorine bleach and toilet additives. (adapted from The Septic System Owner’s Manual, 2000, Shelter Publications, Inc., Bolinas, CA 92924) E. The provisions of this OWTS MAINTENANCE AND MANAGEMENT PLAN shall not be amended or repealed by the Homeowners, Association or Lot Owners without the written consent of the Board of County Commissioners for Garfield County, Colorado. GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Phone(970)945-8212 INDIVIDUAl SEWAGE DISPOSAl PERMIT PROPERTY Owner's Name C::::o \\\V\')1 \':Set\ \I Present Address Jj()"i\ \ \) \=\- System Location L\G\Y\ cR :SLH.2 -Slb\-- Permit 4641 Assessor's Parcel No. This does not constitute a building or use permit. Legal Description of Assessor's Parcel No. _,_ih"-'-'\1_,_q.._-_\._:1...J..U:\"-~-'CJJ-"'-"'-. _\.._,~"--'-':1.._,_ ____________ _ SYSTEM DESIGN _____ Septic Tank Capacity (gallon) _____ Percolation Rate (minutes/inch) Required Absorption Area -See Attached Special Setback Requirements: _____ Other Number of Bedrooms (or other) ___ _ Date ____________ Inspector __________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ________________________________ _ Septic Tank Capacity------------------------------- Septic Tank Manufacturer or Trade Name------------------------- Septic Tank Access within 8" of surface------------------------- Absorption Area--------------------------------- Absorption Area Type and/or Manufacturer or Trade Name __________________ _ Adequate compliance with County and State regulations/requirements--------------- Other ___________________________________________ _ Date ____________ Inspector ____________________ _ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine-6 months in jail or both). White-APPLICANT Yellow-DEPARTMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 GARFIELD COUNTY SEPTIC PERMlT APPLICATION 108 g>h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 \ vww e:a fi ld countv r 1e • .con Parcel No: (this infonnation is available at the assessors office 970-945-9134) ~)lQ-~l-:\-('()-\'~~ Job Address: (if an address has not bey~ssigned, please provide Cr, Hwy or Street Naine & r:g or and legal des~,;ription +JJ.JJ C.J? 3. 0 :5; If [CJ. I&>S-:2...... LotSize: 3"f sdl.(IS~tNo: Block No: Subd.l Exemption: Owner: {property owner) Mailing Address Ph: "'{70 Alt Ph: '7 70 ,f3erL {'o/lrts :P~o. bo lc /C!I 7 & 18-ljfc,fj &-379-!/fc,C ContractiJt: { /3 }J, Mailing Address Ph: AltPh: Eng~;/ ~I' '-:;~-~~~ Mailing }5~ress ,6 , . Ph: 01fJ-so33 AltPh: of 5EJ<V/C£ 'PTI C , o . ov ::2FN'I e . .s. PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration ~epair / WASTE TYPE: (~elling ( )Transient Use ( y.eofnmercial or industrial ( )Non-Domestic wastes ( )Other -Describe BUILDING OR SERVICE TYPE: Number of bedrooms~ Garbage Grinder ( )Yes (/..-)NO SOURCE & TYPE OF WATER SUPPLY: ( 1-)WE!:L ( )SPRING ( )STREAM OR CREEK (·i )CISTERN If supplied by COMMUNITY WATER, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: m ,...,;;e-:s Was an effort made to connect to the Community System? / YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN GROUND CONDITIONS: Depth to 1'' Ground Water Table (!fedec -tlun '3 1 Percent Ground Slope TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: ( )Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Other. Describe ( )Recycling, other use ( )Pit Privy ( )Incineration T ofiet ( )Chemical Toilet FINAL DISPOSAL BY: ~ ( )Absorption trench, Bed or Pit (\')Underground Dispersal 1 illi . ( ~b9ye GGund Dis!J\'J~j ('fl" ( _fvapo~~s~jation ( )Sand filter ( )Wastewater pond ( )Other-Describe 1 )}A; II.. , y, Will effluent be discharged directly into waters of the state? ( )YES ('}NO PERGOLA TION TEST RESUlT; {to be completed r:egistered Professional Engineer, if the Engineer does the Percolation Test) Minutes () per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch in hole No.2 Minutes per inch in hole No._ Name, address & telephone of RPE who made soil absorption test: ~J:f"'Cilff'-'lj G~ !?eM ,ft'.,~ Name, address & telephone of RPE responsible for design of the system: t~ ') _):£_ C:. E .cS . ~,.· C---7 T,·aJ.. TJ:/:.:h. ~{;£-5 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or wll! be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action fo_;gerjury.r";.,,.;"id~l~, sJ;:;,-)rJ9 OWNERS SIGNATURE /1~ DATE / STAFF USE ONLY Permit Fee: Perk Fee: Total fees: Building Permit#: 1-3 ~lb Septic Permit#: Issue Date: AP DATE 63 May 5, 2009 POBox2844 Glenwood Springs, CO 81602 Ph 970·618·5033 Fax303-216·2796 Bruce Collins, Custom Structural Steel PO Box 1017 Silt, CO 81652 Project No. 1594 Repair Onsite Wastewater System Design, 2-Bedroom Residence and Employee Bathroom 4941 B County Road 346 Garfield County, Colorado Bruce, ALL SERVICE septic, LLC prepared a repair onsite wastewater system (OWS) design for the subject property. The property is located outside of Silt, in an area where OWS and wells are necessary. SITE CONDITIONS A 2-bedroom modular house and a warehouse with one bathroom exist on the subject property. They currently utilize an OWS which is experiencing problems. The existing septic tank is in fair condition and may be used, although the existing drain field will have to be replaced. The existing warehouse has two full-time employees and five part-time employees. The proposed drain field mound area lies north of the modular house. Vegetation consists of a moderate cover of native grasses. Water will be provided by the onsite well, as indicated on Figure 1. SUBSURFACE The subsurface was reported by HP Geotech (project no 105 866) and by Garfield County (permit #1049). The materials encountered consist of moist sandy clay. Groundwater or bedrock was not reported by HP Geotech although we are designing OWS based on high groundwater. A 90 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2-bedrooms and 7 employees, and an average sewage load of395 GPD. The installation must include the existing 1000-gallon, two-compartment, precast concrete septic tank, with an effluent filter to be added on the outlet. One 'Quick-4' gravelless chamber bed must be installed as indicated on attached figures. 96 chambers must be installed to distribute effluent to the raised bed. The total basal area is 1225 SF. Imported filter material must be used to construct underlying bed. The filter material per the site visit on April 22nd, which was a clayey organic sand, may be used. A level manifold and perforated PVC laterals must be installed to distribute effluent. Onsite Wastewater System Page2 The filter material must be compacted well to minimize any risk of settling when introducing effluent. Differential settlement may occur if compaction is not adequate. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re-vegetation. Geo- fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic taulc every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic taulc components to allow access to them from existing grade. Precast concrete taulcs and distribution boxes should be used, unless plastic or fiberglass is required. Access to all taulc compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. 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: Onsite Wastewater Systems Page 3 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 OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALLSER~~C Timothy R. Petz 3 copies 1 ... . ___ /\I __ _ ... __ ---1\J .... . -------.... ----- 1 ~------1 I I I 1----- I EXISTING STEEL OFFICE BUILDING (A SEPARATE OWS SERVES STRUCTURE) L --- - ---------- -- ---------- I--~ r~-_-_-_-_-. ----. -----------1\ I __ ~------------IT ALL SERVICE Septic, LLC i{)ESIGN PRO NO. 1594 PO Box 2844, Glenwood Springs, CO 81602 ( 5/05/09 970-618-5033 ( ------------------------------------ PROPOSED OWS 4"PVCSDR 35 PIPE (2% FALL TO FIELD) EXISTING SEWER PIPE 24' X 48' MOUNDED CHAMBER BED. IMPORTED FILTER MATERIAL MUST BE USED AS RAISED BED MATERIAL A LEVEL MANIFOLD AND FOUR LATERALS WILL DISTRIBUTE EFFLUENT. EXTENT OF MOUND / EXISTING CLEANOUT AND ( ( Si;:WER LINE EXISTING BUILDING WITH ONE TOILET EXISTING 1000-GALLON, TWO-COMPARTMENT SEPTIC TANK ADD EFFLUENT FILTER L-- r ' MOBILE HOME WITH 2-BEDROOMS ' --NOTES: N J o' 2U' «1' SCALE: 1" = 40' " \ \ \ ) ) 100~LL ) ) . ABANDON EXISTING DRAIN FIELD 2. FILTER MATERIAL BENEATH CHAMBERS MUST BE PROPERLY COMPACTED. 4941 B COUNTY ROAD 346 CUSTOM STRUCTURAL STEEL GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC PO BOX 2844, GLENWOOD SPRINGS, CO 81602 970-618-5033 PRO. NO. 1594 FIGURE 2 DESIGN 2-BEDROOM RESIDENCE = 150 GALLONS/DAY 1 BATHROOM 2 FULL TIME STAFF = 70 GALLONS/DAY (35 GALS EACH) 5 PART TIME STAFF= 25 GALLONS/DAY (5 GALS EACH) LOADING= q = 395 GALLONS PER DAY PERCOLATION RATE= t = 90 MINUTES PER INCH (MPI) CALCULATED AREA= (1.5 X q) X sqrt90 /5 = 1125 SF CHAMBER AREA= 948 SF INFILTRATIVE BASAL AREA= 1225 SF BED SPECIFICATIONS WIDTH OF BED = 24 FEET= 8 CHAMBERS LENGTH OF BED= 48 FEET= 12 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS= 96 MOUND DRAIN FIELD CROSS SECTION -TYP. PVC OBERVATION PIPE INFILTRATOR(R) QUICK4(TM) CUT SHEET J~0~ ~34"~---....... 4"PVC OBERVATION PIPE PVC PERFORATED LATERALS SUSPENDED \'lATH IN / CHAMBERS. HOLES FACING DOWN. -___j:~--------49''--1----------, OBS. ·-~1--~--------+---, PIPE GRAVELLESS CHAMBER 'QUICK-4'~S' / PLAN VIEW-TYP. 34' 25' • .. . .. ..,·· .. ·• •. ... • . .lif,. PROJECT NO. 1594 4" EFFLUENT LINE FROM SEPTIC TANK. FIGURE 3 1 000-Gallon (min), 2-Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter Top of tee to come to 1 " from top of tank Concrete Risers Slope Ground Away From Risers ~ r--Filter Cartridge Handle (field cut to desired height) ,.----Tank Adopter (cast or bolted) Inlet Tee i:)< l , , ..,j I jtJ'5--Vent Orifice ORENCO BRAND NAME NOT ENFORCED Patents # 4-,4-39,323 & 5.492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. t Effluent Discharge 'V 2 , J Liquid Level f'----Modulating Discharge Orifices H+---Vault Inlet Ports L_ ___________________________________ ~ Filter Cartridge '---Effluent Filter PROJECT NO 1594 Parcel Detail Garfield County Assessor IT reasurer Parcel Detail Information !\ss~.sor/Treasurer Pmpertyjearci} I i\s~~e~§or Subru_Oum I Assessor.Sl!!e.sJe.aJ!!h CJert!iJle.,:grdlli:_Re""ePllo!l.Sear@ Basic Buj]ilirrgCh.aracteristics I Tox. lnfor_r@!ion Par:ceiOetail I 1'91u~Detail I SelesJletEii) I Rllslden!iai/Commer.,:iallmPioYJlment Detail bnd DelEii) I Phol!mraphs I ~ill Levv_ReY!l.nues Detail Tax Area II Account Number II Parcel Number II 2DDB Mill levy o23 II R023138 II 2119moo122 II 46.355 llwner Name and Mailing Address jCOLLINS. BRUCE R !l BETTY J j350 WHITE HORSE DRIVE jNEW CASTLE. CO 81647 Assessor's Parcel Description (Nat ta be used as a legal description) jSECT.TWN.RNG:IH-82 DESC: W 1072' jOF NWNW. LYING S OF 1·70 R.O.W. j8K:0578 PG:0485 8K:0575 PG:0548 I8K:0575 PG:0547 8K:I788 PG:885 IRECPT:685878 81<:1640 PG:864 jRECPT:663706 8K:I586 PG:228 jRECPT:654078 8K:I531 PG:458 IRECPT:638162 BK:I478 PG:563 )RECPT:628183 8K:I318 PG:IS2 IRECPT:585072 8K:I318 PG:I80 IRECPT:585071 8K:I318 PG:I88 jRECPT:585070 81<:0838 PG:0362 I8K:0750 PG:OI57 location I I I I I I I I I I I I I I I I http:/ I www.garcoact.com/ assessor /Parcel.asp? AccountNumber=R023138 Page I of 5 5/15/2008 Parcel Detail Page 2 of 5 I Physical Address: 114841346 COUNTY RD SILT I I Subdivision: I I land Acres: liD I land Sq Ft: 11508.652 I I Section II Township II Range I 17 II s II 82 I 2DD8 Property Tax Valuation Information II Actual Value II Assessed Value I I land: II 43S.2SOII 108.0801 I Improvements: II BOS.I40II 212.8101 I Total: II 1.242.4DDII 321.8DDI Most Recent Sale Sale Date: IIS/S/2003 Sale Price: II3DO.DOO Basic Building Characteristics I Number of Residential Buildings: 11 I Number of Comm/lnd Buildings: 11 I Residential Building llccurrence I Characteristics I I I ST!IRY: 111.218 I I T!ITAL HEATED AREA: I 1.218 I ABSTRACT CDDE: I SINGLE fAM.RES-IMPRDVEMTS ARCHITECTURAL STYLE: IIPRE-HUD MOBILE HOME I EXTERillRWAll: IIMDO METAL I RllDF COVER: II MODULAR MT I RllDF STRUCTURE: II FLAT I I INTERIDRWALL: I AVG PANEL I FlllllR: I CARPET http:/ I www.garcoact.com/ assessor /Parcel.asp? AccountNumber=RD 23138 5/1512008 Parcel Detail Page 3 of 5 I FlOOR: IISHT VINYl I I HEATING FUEl: IiGAS I HEATING TYPE: IIFDRCEO AIR I STORIES: II STORIES 1.0 I BATHS: II ROOMS: 15 I UNITS: II I BEDROOMS: 13 I YEAR BUILT: 111865 I I Commercial/Industrial Building Occurrence I Characteristics I I WAREHOUSE: 116.200 I I ONE STORY: 112.000 I TOTAL HEATED AREA: 112.000 I ABSTRACT CODE: IIWAREHOUSE/STORAGE-IMPS. I ABSTRACT COOE: IIDFFICES-IMPROVEMENTS I ARCHITECTURAL STYLE: !!WAREHOUSE I EXTERIOR WAll: IIPREFAB MTl I I EXTERIOR WAll: II BRICK/BlOC I I ROOF COVER: IIRUBBER-MEM I I ROOF STRUCTURE: II STEEl FRAM I I INTERIOR WAll: II DRYWAll I I INTERIOR WAll: IIEXPD BlOCK I I FLOOR: II CARPET I I FLOOR: IIcoN oN GRO I I HEATING FUEL: IiGAS I I HEATING TYPE: II UNIT HEATR I I STORIES: II STORIES 1.0 I I BATHS: 12 I UNITS: II I YEAR BUILT: 112006 I Tax Information TaxYear II Transaction Type II Amount II II http:/ I www.garcoact.com/ assessor /Parcel.asp? AccountNumber=RD 23139 5/15/2009 Parcel Detail Page 4 of 5 2008 II Tax Payment: Whole II ($13.554.20)1 2008 II Tax Amount II $13.554.201 2007 II Interest Payment II ($9.72)1 2007 II Interest Charge II $9.721 2007 II Tax Payment: Second Half II ($486.02)1 2007 Tax Payment: first Half II ($486.02)1 I 2007 Tax Amount I $872.041 I 2006 Tax Payment: Whole ($860.40)1 2006 I Tax Amount $860.401 2005 II Interest Charge I $8.611 2005 II Tax Payment: Whole II ($861.02)1 2005 II Interest Payment II ($8.61)1 2005 II Tax Amount II $861.021 I 2004 II Interest Payment II ($6.88)1 I 2004 II Interest Charge II $6.991 I 2004 II Tax Payment: Whole II ($699.34)1 I 2004 II Tax Amount II $699.341 I 2003 II Tax Payment: Second Half II ($389.24)1 I 2003 Tax Payment: first Half II ($389.24)1 I 2003 Tax Amount II $778.481 I 2002 Tax Payment: Whole II ($733.60)1 I 2002 Interest Payment II ($14.67)1 2002 I Interest Charge II $14.671 2002 II Tax Amount II $733.601 2001 II Interest Charge II $21.891 2001 II Tax Payment: Whole II ($729.80)1 2001 II Interest Payment II ($21.89)1 2001 II Tax Amount II $729.801 I 2000 II Interest Payment II ($14.56)1 I 2000 II Interest Charge II $14.561 I 2000 II Tax Payment: Whole II ($728.08)1 I 2000 II Tax Amount II $728.081 I 1899 II Fee Charge II $7.001 I 1989 II Tax Sale Redemption II ($796.34)1 I 1999 II Interest Payment II ($9.95)1 I 1989 II fee Payment II ($7.00)1 I 1999 II Interest Charge II $8.951 II II http:/ I www.garcoact.com/ assessor /Parcel.asp? AccountNumber=R023139 5/15/2009 Parcel Detail I I I I I I I I I 1888 II Tax Sale II $786.341 1888 II Fee Payment II ($17.00)1 1888 II Fee Payment II ($4.00)1 1888 II Fee Charge II $4.001 1888 II Interest Payment II ($50.72)1 1888 II Interest Charge II $50.721 1888 II Tax Payment: Whole II ($724.62)1 1888 II Fee Charge II $17.ool 1888 II Tax Amount II $724.621 lQPofP.Pgft Assessor Oatabase Search.Option_s I ke.illlure.r.Dll!9~.Pse SearcbJ\p]]Jn_s Cillr:.k a Recorder UilJilbas.!tSeao::h Options Page 5 of 5 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright @I 2DD5 -2008 Good Turns Software. All Rights Reserved. Database a Web Design by Good Turns Softll'<lrJl. http:/ /www.garcoact.com/ assessor /Parcel.asp? AccountNumber=R023138 5/15/2008 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com July 27, 2020 Betty Collins bettyjocollins@hotmail.com Onsite Wastewater Treatment System (OWTS) Inspection 4941 CR 346 (Auto Sales Building) Garfield County, Colorado Betty, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 4941 CR 346, Rifle, Colorado on June 3, 2020. The legal description of the 11.699-acre property is as follows: Subdivision: Section: 17 Township: 6 Range: 92 W 1072' OF NWNW, LYING S OF I-70 R.O.W. Parcel ID: 2179-172-00-122 The permit (enclosed) was provided by Garfield County Community Development Department. The subject OWTS consists of one 1000-gallon, two-compartment concrete septic tank followed by a mounded soil treatment area (STA) comprised of 8 rows of 12 ‘Quick 4’ Infiltrator® chambers. Individual Sewage Disposal System (ISDS) Permit 4491 documents the system. The system was sized to accommodate 3 bedrooms and seven employees in a commercial building. The 2-bedroom mobile home has been removed and the OWTS is now serving a commercial auto-sales shop with 3 employees and 3-4 customers per day. We recommend only domestic waste be connected to the OWTS and any floor drains be connected to a separate drywell. The septic tank lids were uncovered for our inspection. We recommend risers be installed to make access accessible from grade. Both inlet and outlet tees were present. An effluent filter was present on the outlet tee. We recommend the effluent filter be cleaned annually, or as needed. This filter is prone to clogging. We recommend a full size Orenco® Biotube Effluent filter as there is more surface area. Liquid levels in the septic tank were normal at the time of our inspection. We walked the STA and found no evidence of surface saturation or failure at the time of our inspection. The STA is mounded, and near the northeast portion of the STA, cover over the chambers had eroded, exposing chambers. We recommend bringing additional fill to cover chambers with at least 1-foot of cover and extending the perimeter of the STA with a minimum 3:1 slope. We walked the approximate STA and found no sign of surface saturation or evidence of failure at the time of our inspection. This evaluation is not a guarantee of future system performance. Recommendation: • Install risers on manhole lids for easier access from grade. • Clean effluent filter annually, or as needed. • Install an Orenco® Effluent filter. This filter would be in place of the existing filter, which has less surface area and is prone to clogging more easily than the full size Orenco® filter. • Add fill over chambers and on the perimeter of the mound with a minimum 3:1 slope. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2022 View of septic tank lids Inlet tee Effluent filter (recommend replacing with Orenco® Biotube Effluent Filter) View of mounded STA Chambers near end of bed exposed slope off mound 4941 CR 346 Legend 100 ft N➤➤N Garfield County, CO Developed by Account Number R023139 Par cel Number 217917200122 Acr es 12 Land SqFt 0 T ax Ar ea 023 2019 Mill Levy 63.1670 Physical Addr ess 4941 346 C OUNTY RD SILT 81652 O w ner Addr ess C OLL INS L AND AC QUISITIO NS, L L C PO BOX 1017 SILT C O 81652 2019 T otal Actual V alue $802,870 Last 2 Sales Date Pr ice 7/6/2009 $0 3/14/2006 $0 Date created: 7/17/2020 Last Data Uploa ded: 7/17/2020 2:27:43 AM 461 ft Overvi ew Legend Parcels Roa ds Parcel/Account Number s Highw ays Limited Access Highwa y Major Road Loca l Roa d Minor Road Other Road Ra mp Ferry Pedestria n Way Owner Na me Lakes & River s County Boundar y Line GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Phone(970)945-8212 INDIVIDUAl SEWAGE DISPOSAl PERMIT PROPERTY Owner's Name C::::o \\\V\')1 \':Set\ \I Present Address Jj()"i\ \ \) \=\- System Location L\G\Y\ cR :SLH.2 -Slb\-- Permit 4641 Assessor's Parcel No. This does not constitute a building or use permit. Legal Description of Assessor's Parcel No. _,_ih"-'-'\1_,_q.._-_\._:1...J..U:\"-~-'CJJ-"'-"'-. _\.._,~"--'-':1.._,_ ____________ _ SYSTEM DESIGN _____ Septic Tank Capacity (gallon) _____ Percolation Rate (minutes/inch) Required Absorption Area -See Attached Special Setback Requirements: _____ Other Number of Bedrooms (or other) ___ _ Date ____________ Inspector __________________ _ FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer ________________________________ _ Septic Tank Capacity------------------------------- Septic Tank Manufacturer or Trade Name------------------------- Septic Tank Access within 8" of surface------------------------- Absorption Area--------------------------------- Absorption Area Type and/or Manufacturer or Trade Name __________________ _ Adequate compliance with County and State regulations/requirements--------------- Other ___________________________________________ _ Date ____________ Inspector ____________________ _ RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit. 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine-6 months in jail or both). White-APPLICANT Yellow-DEPARTMENT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 GARFIELD COUNTY SEPTIC PERMlT APPLICATION 108 g>h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 \ vww e:a fi ld countv r 1e • .con Parcel No: (this infonnation is available at the assessors office 970-945-9134) ~)lQ-~l-:\-('()-\'~~ Job Address: (if an address has not bey~ssigned, please provide Cr, Hwy or Street Naine & r:g or and legal des~,;ription +JJ.JJ C.J? 3. 0 :5; If [CJ. I&>S-:2...... LotSize: 3"f sdl.(IS~tNo: Block No: Subd.l Exemption: Owner: {property owner) Mailing Address Ph: "'{70 Alt Ph: '7 70 ,f3erL {'o/lrts :P~o. bo lc /C!I 7 & 18-ljfc,fj &-379-!/fc,C ContractiJt: { /3 }J, Mailing Address Ph: AltPh: Eng~;/ ~I' '-:;~-~~~ Mailing }5~ress ,6 , . Ph: 01fJ-so33 AltPh: of 5EJ<V/C£ 'PTI C , o . ov ::2FN'I e . .s. PERMIT REQUEST FOR: ( ) New Installation ( ) Alteration ~epair / WASTE TYPE: (~elling ( )Transient Use ( y.eofnmercial or industrial ( )Non-Domestic wastes ( )Other -Describe BUILDING OR SERVICE TYPE: Number of bedrooms~ Garbage Grinder ( )Yes (/..-)NO SOURCE & TYPE OF WATER SUPPLY: ( 1-)WE!:L ( )SPRING ( )STREAM OR CREEK (·i )CISTERN If supplied by COMMUNITY WATER, give name of supplier: DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: m ,...,;;e-:s Was an effort made to connect to the Community System? / YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN GROUND CONDITIONS: Depth to 1'' Ground Water Table (!fedec -tlun '3 1 Percent Ground Slope TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PROPOSED: ( )Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Other. Describe ( )Recycling, other use ( )Pit Privy ( )Incineration T ofiet ( )Chemical Toilet FINAL DISPOSAL BY: ~ ( )Absorption trench, Bed or Pit (\')Underground Dispersal 1 illi . ( ~b9ye GGund Dis!J\'J~j ('fl" ( _fvapo~~s~jation ( )Sand filter ( )Wastewater pond ( )Other-Describe 1 )}A; II.. , y, Will effluent be discharged directly into waters of the state? ( )YES ('}NO PERGOLA TION TEST RESUlT; {to be completed r:egistered Professional Engineer, if the Engineer does the Percolation Test) Minutes () per inch in hole No.1 Minutes per inch in hole No.3 Minutes per inch in hole No.2 Minutes per inch in hole No._ Name, address & telephone of RPE who made soil absorption test: ~J:f"'Cilff'-'lj G~ !?eM ,ft'.,~ Name, address & telephone of RPE responsible for design of the system: t~ ') _):£_ C:. E .cS . ~,.· C---7 T,·aJ.. TJ:/:.:h. ~{;£-5 Applicant acknowledges that the completeness of the application is conditional upon such further mandatory and additional test and reports as may be required by the local health department to be made and furnished by the applicant or by the local health department for purposed of the evaluation of the application; and the issuance of the permit is subject to such terms and conditions as deemed necessary to insure compliance with rules and regulations made, information and reports submitted herewith and required to be submitted by the applicant are or wll! be represented to be true and correct to the best of my knowledge and belief and are designed to be relied on by the local department of health in evaluating the same for purposes of issuing the permit applied for herein. I further understand that any falsification or misrepresentation may result in the denial of the application or revocation of any permit granted based upon said application and legal action fo_;gerjury.r";.,,.;"id~l~, sJ;:;,-)rJ9 OWNERS SIGNATURE /1~ DATE / STAFF USE ONLY Permit Fee: Perk Fee: Total fees: Building Permit#: 1-3 ~lb Septic Permit#: Issue Date: AP DATE 63 May 5, 2009 POBox2844 Glenwood Springs, CO 81602 Ph 970·618·5033 Fax303-216·2796 Bruce Collins, Custom Structural Steel PO Box 1017 Silt, CO 81652 Project No. 1594 Repair Onsite Wastewater System Design, 2-Bedroom Residence and Employee Bathroom 4941 B County Road 346 Garfield County, Colorado Bruce, ALL SERVICE septic, LLC prepared a repair onsite wastewater system (OWS) design for the subject property. The property is located outside of Silt, in an area where OWS and wells are necessary. SITE CONDITIONS A 2-bedroom modular house and a warehouse with one bathroom exist on the subject property. They currently utilize an OWS which is experiencing problems. The existing septic tank is in fair condition and may be used, although the existing drain field will have to be replaced. The existing warehouse has two full-time employees and five part-time employees. The proposed drain field mound area lies north of the modular house. Vegetation consists of a moderate cover of native grasses. Water will be provided by the onsite well, as indicated on Figure 1. SUBSURFACE The subsurface was reported by HP Geotech (project no 105 866) and by Garfield County (permit #1049). The materials encountered consist of moist sandy clay. Groundwater or bedrock was not reported by HP Geotech although we are designing OWS based on high groundwater. A 90 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 2-bedrooms and 7 employees, and an average sewage load of395 GPD. The installation must include the existing 1000-gallon, two-compartment, precast concrete septic tank, with an effluent filter to be added on the outlet. One 'Quick-4' gravelless chamber bed must be installed as indicated on attached figures. 96 chambers must be installed to distribute effluent to the raised bed. The total basal area is 1225 SF. Imported filter material must be used to construct underlying bed. The filter material per the site visit on April 22nd, which was a clayey organic sand, may be used. A level manifold and perforated PVC laterals must be installed to distribute effluent. Onsite Wastewater System Page2 The filter material must be compacted well to minimize any risk of settling when introducing effluent. Differential settlement may occur if compaction is not adequate. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re-vegetation. Geo- fabrics or plastics should not be used over the drain field. No heavy equipment, machinery, or materials should be placed on backfilled drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic taulc every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic taulc components to allow access to them from existing grade. Precast concrete taulcs and distribution boxes should be used, unless plastic or fiberglass is required. Access to all taulc compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. 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: Onsite Wastewater Systems Page 3 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 OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. Sincerely, ALLSER~~C Timothy R. Petz 3 copies ------------------------------------ PROPOSED OWS 4"PVCSDR 35 PIPE (2% FALL TO FIELD) EXISTING SEWER PIPE 24' X 48' MOUNDED CHAMBER BED. IMPORTED FILTER MATERIAL MUST BE USED AS RAISED BED MATERIAL A LEVEL MANIFOLD AND FOUR LATERALS WILL DISTRIBUTE EFFLUENT. EXTENT OF MOUND / EXISTING CLEANOUT AND ( ( Si;:WER LINE EXISTING BUILDING WITH ONE TOILET EXISTING 1000-GALLON, TWO-COMPARTMENT SEPTIC TANK ADD EFFLUENT FILTER L-- r ' MOBILE HOME WITH 2-BEDROOMS ' --NOTES: N J o' 2U' «1' SCALE: 1" = 40' " \ \ \ ) ) 100~LL ) ) . ABANDON EXISTING DRAIN FIELD 2. FILTER MATERIAL BENEATH CHAMBERS MUST BE PROPERLY COMPACTED. 4941 B COUNTY ROAD 346 CUSTOM STRUCTURAL STEEL GARFIELD COUNTY, COLORADO ALL SERVICE SEPTIC, LLC PO BOX 2844, GLENWOOD SPRINGS, CO 81602 970-618-5033 PRO. NO. 1594 FIGURE 2 DESIGN 2-BEDROOM RESIDENCE = 150 GALLONS/DAY 1 BATHROOM 2 FULL TIME STAFF = 70 GALLONS/DAY (35 GALS EACH) 5 PART TIME STAFF= 25 GALLONS/DAY (5 GALS EACH) LOADING= q = 395 GALLONS PER DAY PERCOLATION RATE= t = 90 MINUTES PER INCH (MPI) CALCULATED AREA= (1.5 X q) X sqrt90 /5 = 1125 SF CHAMBER AREA= 948 SF INFILTRATIVE BASAL AREA= 1225 SF BED SPECIFICATIONS WIDTH OF BED = 24 FEET= 8 CHAMBERS LENGTH OF BED= 48 FEET= 12 CHAMBERS TOTAL NUMBER OF 'QUICK-4' CHAMBERS= 96 MOUND DRAIN FIELD CROSS SECTION -TYP. PVC OBERVATION PIPE INFILTRATOR(R) QUICK4(TM) CUT SHEET J~0~ ~34"~---....... 4"PVC OBERVATION PIPE PVC PERFORATED LATERALS SUSPENDED \'lATH IN / CHAMBERS. HOLES FACING DOWN. -___j:~--------49''--1----------, OBS. ·-~1--~--------+---, PIPE GRAVELLESS CHAMBER 'QUICK-4'~S' / PLAN VIEW-TYP. 34' 25' • .. . .. ..,·· .. ·• •. ... • . .lif,. PROJECT NO. 1594 4" EFFLUENT LINE FROM SEPTIC TANK. FIGURE 3 1 000-Gallon (min), 2-Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter Top of tee to come to 1 " from top of tank Concrete Risers Slope Ground Away From Risers ~ r--Filter Cartridge Handle (field cut to desired height) ,.----Tank Adopter (cast or bolted) Inlet Tee i:)< l , , ..,j I jtJ'5--Vent Orifice ORENCO BRAND NAME NOT ENFORCED Patents # 4-,4-39,323 & 5.492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. t Effluent Discharge 'V 2 , J Liquid Level f'----Modulating Discharge Orifices H+---Vault Inlet Ports L_ ___________________________________ ~ Filter Cartridge '---Effluent Filter PROJECT NO 1594 • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion-proof construction, to ensure long life • Lifetime warranty Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. Standard Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes’ entire surface for filtering. Particles larger than the Biotube’s mesh are prevented from leaving the tank. Optional Features & Benefits Biotube Filtering Process 8-in. (200-mm) Base Inlet Filter 4-in. (100-mm) Insert Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) Orenco’s superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr., at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low-profile tanks, there’s the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 4-in. (100-mm) Biotube Effluent Filter APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on “Distributor Locator.” Nomenclatures Riser wall Tank wall Filter housing Extendible PVC handle Stainless steel set screws Top seal plate Air vents Biotube® filter cartridge Solid base 4-in. Biotube Effluent Filter 4-in. Biotube Jr. 4-in. Biotube Filter (standard) 4-in. Biotube Jr. (includes cartridge and housing) Distributed By: 8-in. Biotube Filter (base inlet model) 4-in. Biotube Filter Insert (cartridge only) Junior series FT J0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Options: Blank = no options M = flow modulation plate installed A = float bracket attached Blank = 1/8" filtration P = 1/16" filtration Insert FT i0418 Biotube effluent filter series Filter diameter (inches) Cartridge height (inches) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee - For customized options (e.g., NC indicates North Carolina regions) - Blank = 1/8" filtration P = 1/16" filtration FT 04 Biotube effluent filter series Filter diameter (inches) Housing height: 36" and 44" are standard Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard - Blank = 1/8" filtration P = 1/16" filtration W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe FT 2208 14 B Biotube effluent filter series Housing height: 22" standard Cartridge height: 14" standard Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model - Blank = 1/8" filtration P = 1/16" filtration Filter diameter (inches) 08 = 8" * Also available with coupling and sleeve as a “kit”: FT-OVERFLOWKIT 832‐R‐13‐002 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com July 27, 2020 Betty Collins bettyjocollins@hotmail.com Onsite Wastewater Treatment System (OWTS) Inspection 4941 CR 346 (Custom Structural Steel Building) Garfield County, Colorado Betty, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) inspection at 4941 CR 346, Rifle, Colorado on June 3, 2020. The legal description of the 11.699-acre property is as follows: Subdivision: Section: 17 Township: 6 Range: 92 W 1072' OF NWNW, LYING S OF I-70 R.O.W. Parcel ID: 2179-172-00-122 The permit (enclosed) was provided by Garfield County Community Development Department. The subject OWTS consists of one 1500-gallon, two-compartment concrete septic tank with an Orenco® pumping system in the second compartment. Effluent is pressure dosed to 9 rows of 16 ‘Standard’ Infiltrator® chambers for a total of 144 chambers and 2700 square feet of infiltrative area. Individual Sewage Disposal System (ISDS) Permit 4136 documents the system. The system was sized to accommodate 26 employees per day. The permit received final approval on June 21, 2006. The septic tank lids were both accessible from grade at the time of our inspection. The inlet tee was present. The pumping system was tested by the floats and both the pump and alarm activated normally. The control panel is located within line of sight of the septic tank. There were notes inside control panel recording pump hours. We recommend continuing this practice. The electrical splice box is located inside the riser. We recommend moving it to outside of the riser. We recommend pumping this septic tank. The effluent filter must be cleaned annually, or as needed. An automatic distributing valve (ADV) was present and appeared to be functioning normally. The ADV is not noted on the engineering plans provided by Garfield County. We walked the soil treatment area (STA) and found no evidence of surface saturation or failure at the time of our inspection. We recommend this area be blocked off to avoid any vehicle traffic. Staging of materials in this location is not recommended. This evaluation is not a guarantee of future system performance. Recommendation: • Pump septic tank. • Clean effluent filter annually, or as needed. • Continue to log pump hours. • Move electrical splice box outside of riser. • STA should be protected from vehicle traffic or staging of materials. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2022 View of septic tank lids and control panel Inlet tee Orenco pumping system (electrical inside riser) Note box is separating from riser wall ADV 5613.69 hours on 6/3/20 Inspection port STA View of STA 4941 CR 346 Legend 200 ft N➤➤N Garfield County, CO Developed by Account Number R023139 Par cel Number 217917200122 Acr es 12 Land SqFt 0 T ax Ar ea 023 2019 Mill Levy 63.1670 Physical Addr ess 4941 346 C OUNTY RD SILT 81652 O w ner Addr ess C OLL INS L AND AC QUISITIO NS, L L C PO BOX 1017 SILT C O 81652 2019 T otal Actual V alue $802,870 Last 2 Sales Date Pr ice 7/6/2009 $0 3/14/2006 $0 Date created: 7/17/2020 Last Data Uploa ded: 7/17/2020 2:27:43 AM 461 ft Overvi ew Legend Parcels Roa ds Parcel/Account Number s Highw ays Limited Access Highwa y Major Road Loca l Roa d Minor Road Other Road Ra mp Ferry Pedestria n Way Owner Na me Lakes & River s County Boundar y Line 832‐R‐13‐002 Land Title Guarantee Company Customer Distribution PREVENT FRAUD - Please remember to call a member of our closing team when initiating a wire transfer or providing wiring instructions. Order Number:ABS63015274-3 Date: 08/21/2020 Property Address:4941 COUNTY ROAD 346, SILT, CO 81652 PLEASE CONTACT YOUR CLOSER OR CLOSER'S ASSISTANT FOR WIRE TRANSFER INSTRUCTIONS For Closing Assistance For Title Assistance Scott Cieslewicz 5975 GREENWOOD PLAZA BLVD GREENWOOD VILLAGE, CO 80111 (303) 850-4189 (Work) scieslewicz@ltgc.com Seller/Owner COLLINS LAND ACQUISITIONS, LLC Attention: BETTY COLLINS PO BOX 1017 SILT, CO 81652 (970) 625-0345 (Work) bettyjocollins@hotmail.com Delivered via: Electronic Mail Land Title Guarantee Company Estimate of Title Fees Order Number:ABS63015274-3 Date: 08/21/2020 Property Address:4941 COUNTY ROAD 346, SILT, CO 81652 Parties:A BUYER TO BE DETERMINED COLLINS LAND ACQUISITIONS, LLC, A COLORADO LIMITED LIABILITY COMPANY Visit Land Title's Website at www.ltgc.com for directions to any of our offices. Estimate of Title insurance Fees "TBD" Commitment $217.00 TBD - TBD Income $-217.00 Total $0.00 If Land Title Guarantee Company will be closing this transaction, the fees listed above will be collected at closing. Thank you for your order! Note: The documents linked in this commitment should be reviewed carefully. These documents, such as covenants conditions and restrictions, may affect the title, ownership and use of the property. You may wish to engage legal assistance in order to fully understand and be aware of the implications of the effect of these documents on your property. Chain of Title Documents: Garfield county recorded 07/13/2009 under reception no. 771235 Copyright 2006-2020 American Land Title Association. All rights reserved. The use of this Form is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. Property Address: 4941 COUNTY ROAD 346, SILT, CO 81652 1.Effective Date: 06/05/2020 at 5:00 P.M. 2.Policy to be Issued and Proposed Insured: "TBD" Commitment Proposed Insured: A BUYER TO BE DETERMINED $0.00 3.The estate or interest in the land described or referred to in this Commitment and covered herein is: A FEE SIMPLE 4.Title to the estate or interest covered herein is at the effective date hereof vested in: COLLINS LAND ACQUISITIONS, LLC, A COLORADO LIMITED LIABILITY COMPANY 5.The Land referred to in this Commitment is described as follows: A PARCEL OF LAND IN NW1/4NW1/4 SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTH PRINCIPAL MERIDIAN, IN GARFIELD COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST WHENCE THE NORTHWEST CORNER SECTION 17 BEARS NORTH 00 DEGREES 36'30" WEST A DISTANCE OF 807.8 FEET; THENCE ALONG THE WEST LINE SECTION 17, SOUTH 00 DEGREES 36'30" EAST A DISTANCE OF 512.2 FEET; THENCE EAST A DISTANCE OF 1069.0 FEET; THENCE NORTH 00 DEGREES 06'30" WEST A DISTANCE OF 518.4 FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO. 70; THENCE WITH THE RIGHT OF WAY LINE ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 3919.7 FEET A DISTANCE OF 330.6 FEET, THE CHORD OF WHICH CURVE BEARS SOUTH 83 DEGREES 35' WEST A DISTANCE OF 330.5 FEET; THENCE WITH THE RIGHT OF WAY LINE SOUTH 88 DEGREES 59'30" WEST A DISTANCE OF 607.7 FEET; THENCE WITH THE RIGHT OF WAY LINE NORTH 72 DEGREES 51' WEST A DISTANCE OF 140.5 FEET TO THE POINT OF BEGINNING, COUNTY OF GARFIELD, STATE OF COLORADO. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule A Order Number:ABS63015274-3 ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part I (Requirements) Order Number: ABS63015274-3 All of the following Requirements must be met: This proposed Insured must notify the Company in writing of the name of any party not referred to in this Commitment who will obtain an interest in the Land or who will make a loan on the Land. The Company may then make additional Requirements or Exceptions. Pay the agreed amount for the estate or interest to be insured. Pay the premiums, fees, and charges for the Policy to the Company. Documents satisfactory to the Company that convey the Title or create the Mortgage to be insured, or both, must be properly authorized, executed, delivered, and recorded in the Public Records. 1.RELEASE OF DEED OF TRUST DATED OCTOBER 23, 2006 FROM BRUCE R. COLLINS AND BETTY J. COLLINS TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF FRONT RANGE REGIONAL ECONOMIC DEVELOPMENT CORPORATION AND/OR U.S. SMALL BUSINESS ADMINISTRATION TO SECURE THE SUM OF $364,000.00 RECORDED OCTOBER 24, 2006, UNDER RECEPTION NO. 709642. SAID DEED OF TRUST WAS ASSIGNED TO U.S. SMALL BUSINESS ADMINISTRATION IN ASSIGNMENT RECORDED OCTOBER 24, 2006 UNDER RECEPTION NO. 709643. SUBORDINATION AGREEMENT IN CONNECTION WITH SAID DEED OF TRUST WAS RECORDED APRIL 01, 2016 UNDER RECEPTION NO. 875447. 2.RELEASE OF DEED OF TRUST DATED JANUARY 08, 2016 FROM COLLINS LAND ACQUISITIONS, LLC, A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF GARFIELD COUNTY FOR THE USE OF BANK OF COLORADO TO SECURE THE SUM OF $404,276.37 RECORDED JANUARY 18, 2016, UNDER RECEPTION NO. 872556. 3.WARRANTY DEED FROM COLLINS LAND ACQUISITIONS, LLC, A COLORADO LIMITED LIABILITY COMPANY TO A BUYER TO BE DETERMINED CONVEYING SUBJECT PROPERTY. NOTE: THE OPERATING AGREEMENT FOR A BUYER TO BE DETERMINED DISCLOSES BRUCE R. COLLINS AND BETTY J. COLLINS AS THE MANAGERS AUTHORIZED TO EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. NOTE: THE STATEMENT OF AUTHORITY FOR A BUYER TO BE DETERMINED RECORDED AUGUST 02, 2019 AS RECEPTION NO. 923683 DISCLOSES BETTY J. COLLINS AS THE MANAGER AUTHORIZED TO EXECUTE LEGAL INSTRUMENTS ON BEHALF OF SAID ENTITY. NOTE: ADDITIONAL REQUIREMENTS OR EXCEPTIONS MAY BE NECESSARY WHEN THE BUYERS NAMES ARE ADDED TO THIS COMMITMENT. COVERAGES AND/OR CHARGES REFLECTED HEREIN, IF ANY, ARE SUBJECT TO CHANGE UPON RECEIPT OF THE CONTRACT TO BUY AND SELL REAL ESTATE AND ANY AMENDMENTS THERETO. This commitment does not republish any covenants, condition, restriction, or limitation contained in any document referred to in this commitment to the extent that the specific covenant, conditions, restriction, or limitation violates state or federal law based on race, color, religion, sex, sexual orientation, gender identity, handicap, familial status, or national origin. 1.Any facts, rights, interests, or claims thereof, not shown by the Public Records but that could be ascertained by an inspection of the Land or that may be asserted by persons in possession of the Land. 2.Easements, liens or encumbrances, or claims thereof, not shown by the Public Records. 3.Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land and not shown by the Public Records. 4.Any lien, or right to a lien, for services, labor or material heretofore or hereafter furnished, imposed by law and not shown by the Public Records. 5.Defects, liens, encumbrances, adverse claims or other matters, if any, created, first appearing in the public records or attaching subsequent to the effective date hereof but prior to the date of the proposed insured acquires of record for value the estate or interest or mortgage thereon covered by this Commitment. 6.(a) Taxes or assessments that are not shown as existing liens by the records of any taxing authority that levies taxes or assessments on real property or by the Public Records; (b) proceedings by a public agency that may result in taxes or assessments, or notices of such proceedings, whether or not shown by the records of such agency or by the Public Records. 7.(a) Unpatented mining claims; (b) reservations or exceptions in patents or in Acts authorizing the issuance thereof; (c) water rights, claims or title to water. 8.EXISTING LEASES AND TENANCIES, IF ANY. 9.RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 05, 1906, IN BOOK 56 AT PAGE 537. 10.RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED MARCH 05, 1906, IN BOOK 56 AT PAGE 537. 11.EASEMENT AND RIGHT OF WAY AS GRANTED TO COLORADO UTE ELECTRIC ASSOCIATION IN INSTRUMENT RECORDED APRIL 30, 1963 IN BOOK 348 AT PAGE 557. 12.TERMS, RIGHTS OF WAY AND CONDITIONS OF AGREEMENT WITH COLORADO UTE ELECTRIC ASSOCIATION AS CONTAINED IN INSTRUMENT RECORDED OCTOBER 6, 1962 IN BOOK 344 AT PAGE 352. 13.ONE-HALF INTEREST IN ALL OIL, GAS AND OTHER MINERALS AS RESERVED IN INSTRUMENT RECORDED MARCH 27, 1972 IN BOOK 428 AT PAGE 459, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63015274-3 14.ALL OIL, GAS, HYDROCARBONS AND OTHER MINERALS, TOGETHER WITH SO MUCH OF THE SURFACE AS MAY BE NECESSARY FOR THE CONVENIENT MINING OR EXTRACTION OF SAME, AND TOGETHER, FURTHER, THE RIGHT OF INGRESS AND EGRESS FOR THE PURPOSES OF PROSPECTING FOR, DEVELOPING AND PRODUCING SAME, AS RESERVED IN INSTRUMENT RECORDED FEBRUARY 13, 1973 IN BOOK 440 AT PAGE 469, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 15.MINERAL RESERVATIONS CONTAINED IN INSTRUMENT RECORDED AUGUST 18, 1981 IN BOOK 579 AT PAGE 485, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 16.ALL OIL, GAS, COAL AND OTHER MINERALS AND RIGHTS OF WAY FOR DITCHES AS RESERVED IN INSTRUMENT RECORDED JUNE 26, 1981 AT RECEPTION NO. 316350 AND AT RECEPTION NO. 316351, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 17.OIL AND GAS LEASE RECORDED NOVEMBER 2, 1982 IN BOOK 612 AT PAGE 973, ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 18.EASEMENTS AND RIGHTS OF WAY FOR THE LAST CHANCE DITCH AND COUNTY ROAD 346 AS REFERRED TO IN INSTRUMENT RECORDED MARCH 6, 1989 AT RECEPTION NO. 399575. 19.ALL OIL SHALE, KEROGEN, SHALE OIL, COAL, OIL, GAS, FISSIONABLE MATERIAL AND ALL OTHER MINERALS OF ANY NATURE, WHETHER SIMILAR OR DISSIMILAR, WHICH ARE PRESENTLY OWNED BY GRANTOR AND CONTAINED IN, ON OR UNDERLYING SAID LANDS, TOGETHER WITH THE RIGHT TO ENTER THEREON FOR PURPOSES OF DRILLING FOR OR MINING (BY UNDERGROUND OR SURFACE METHODS) AND REMOVING ANY AND ALL SAID MINERALS AND MATERIALS, AND THE RIGHT TO USE SO MUCH OF THE SURFACE THEREOF AS MAY BE NECESSARY FOR SUCH PURPOSES, PROVIDED THE OWNER OF THE SURFACE IS REASONABLY COMPENSATED FOR ANY DAMAGE THERETO, AS RESERVED IN INSTRUMENT RECORDED NOVEMBER 3, 1989 IN BOOK 766 AT PAGE 317 ANY AND ALL ASSIGNMENTS THEREOF OR INTERESTS THEREIN. 20.TERMS, CONDITIONS AND PROVISIONS OF RESOLUTION NO. 2003-31 RECORDED MAY 06, 2003 AT RECEPTION NO. 626799. 21.TERMS, CONDITIONS AND PROVISIONS OF WATER ALLOTMENT CONTRACT RECORDED SEPTEMBER 02, 2003 AT RECEPTION NO. 635522. 22.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN UNDERGROUND EASEMENT RECORDED APRIL 11, 2006 UNDER RECEPTION NO. 695878. 23.TERMS, CONDITIONS, PROVISIONS, BURDENS, OBLIGATIONS AND EASEMENTS AS SET FORTH AND GRANTED IN TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED APRIL 11, 2006 UNDER RECEPTION NO. 695877. 24.(THIS ITEM WAS INTENTIONALLY DELETED) ALTA COMMITMENT Old Republic National Title Insurance Company Schedule B, Part II (Exceptions) Order Number: ABS63015274-3 LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS 10-11-122, notice is hereby given that: Note: Effective September 1, 1997, CRS 30-10-406 requires that all documents received for recording or filing in the clerk and recorder's office shall contain a top margin of at least one inch and a left, right and bottom margin of at least one half of an inch. The clerk and recorder may refuse to record or file any document that does not conform, except that, the requirement for the top margin shall not apply to documents using forms on which space is provided for recording or filing information at the top margin of the document. Note: Colorado Division of Insurance Regulations 8-1-2 requires that "Every title entity shall be responsible for all matters which appear of record prior to the time of recording whenever the title entity conducts the closing and is responsible for recording or filing of legal documents resulting from the transaction which was closed". Provided that Land Title Guarantee Company conducts the closing of the insured transaction and is responsible for recording the legal documents from the transaction, exception number 5 will not appear on the Owner's Title Policy and the Lenders Policy when issued. Note: Affirmative mechanic's lien protection for the Owner may be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Commitment from the Owner's Policy to be issued) upon compliance with the following conditions: No coverage will be given under any circumstances for labor or material for which the insured has contracted for or agreed to pay. The Subject real property may be located in a special taxing district.(A) A certificate of taxes due listing each taxing jurisdiction will be obtained from the county treasurer of the county in which the real property is located or that county treasurer's authorized agent unless the proposed insured provides written instructions to the contrary. (for an Owner's Policy of Title Insurance pertaining to a sale of residential real property). (B) The information regarding special districts and the boundaries of such districts may be obtained from the Board of County Commissioners, the County Clerk and Recorder, or the County Assessor. (C) The land described in Schedule A of this commitment must be a single family residence which includes a condominium or townhouse unit. (A) No labor or materials have been furnished by mechanics or material-men for purposes of construction on the land described in Schedule A of this Commitment within the past 6 months. (B) The Company must receive an appropriate affidavit indemnifying the Company against un-filed mechanic's and material-men's liens. (C) The Company must receive payment of the appropriate premium.(D) If there has been construction, improvements or major repairs undertaken on the property to be purchased within six months prior to the Date of Commitment, the requirements to obtain coverage for unrecorded liens will include: disclosure of certain construction information; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indemnity Agreements satisfactory to the company, and, any additional requirements as may be necessary after an examination of the aforesaid information by the Company. (E) Note: Pursuant to CRS 10-11-123, notice is hereby given: This notice applies to owner's policy commitments disclosing that a mineral estate has been severed from the surface estate, in Schedule B-2. Note: Pursuant to CRS 10-1-128(6)(a), It is unlawful to knowingly provide false, incomplete, or misleading facts or information to an insurance company for the purpose of defrauding or attempting to defraud the company. Penalties may include imprisonment, fines, denial of insurance, and civil damages. Any insurance company or agent of an insurance company who knowingly provides false, incomplete, or misleading facts or information to a policyholder or claimant for the purpose of defrauding or attempting to defraud the policyholder or claimant with regard to a settlement or award payable from insurance proceeds shall be reported to the Colorado Division of Insurance within the Department of Regulatory Agencies. Note: Pursuant to Colorado Division of Insurance Regulations 8-1-3, notice is hereby given of the availability of a closing protection letter for the lender, purchaser, lessee or seller in connection with this transaction. That there is recorded evidence that a mineral estate has been severed, leased, or otherwise conveyed from the surface estate and that there is substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothermal energy in the property; and (A) That such mineral estate may include the right to enter and use the property without the surface owner's permission. (B) JOINT NOTICE OF PRIVACY POLICY OF LAND TITLE GUARANTEE COMPANY, LAND TITLE GUARANTEE COMPANY OF SUMMIT COUNTY LAND TITLE INSURANCE CORPORATION AND OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY This Statement is provided to you as a customer of Land Title Guarantee Company as agent for Land Title Insurance Corporation and Old Republic National Title Insurance Company. We want you to know that we recognize and respect your privacy expectations and the requirements of federal and state privacy laws. Information security is one of our highest priorities. We recognize that maintaining your trust and confidence is the bedrock of our business. We maintain and regularly review internal and external safeguards against unauthorized access to your non-public personal information ("Personal Information"). In the course of our business, we may collect Personal Information about you from: applications or other forms we receive from you, including communications sent through TMX, our web-based transaction management system; your transactions with, or from the services being performed by us, our affiliates, or others; a consumer reporting agency, if such information is provided to us in connection with your transaction; and The public records maintained by governmental entities that we obtain either directly from those entities, or from our affiliates and non-affiliates. Our policies regarding the protection of the confidentiality and security of your Personal Information are as follows: We restrict access to all Personal Information about you to those employees who need to know that information in order to provide products and services to you. We may share your Personal Information with affiliated contractors or service providers who provide services in the course of our business, but only to the extent necessary for these providers to perform their services and to provide these services to you as may be required by your transaction. We maintain physical, electronic and procedural safeguards that comply with federal standards to protect your Personal Information from unauthorized access or intrusion. Employees who violate our strict policies and procedures regarding privacy are subject to disciplinary action. We regularly assess security standards and procedures to protect against unauthorized access to Personal Information. WE DO NOT DISCLOSE ANY PERSONAL INFORMATION ABOUT YOU WITH ANYONE FOR ANY PURPOSE THAT IS NOT STATED ABOVE OR PERMITTED BY LAW. Consistent with applicable privacy laws, there are some situations in which Personal Information may be disclosed. We may disclose your Personal Information when you direct or give us permission; when we are required by law to do so, for example, if we are served a subpoena; or when we suspect fraudulent or criminal activities. We also may disclose your Personal Information when otherwise permitted by applicable privacy laws such as, for example, when disclosure is needed to enforce our rights arising out of any agreement, transaction or relationship with you. Our policy regarding dispute resolution is as follows: Any controversy or claim arising out of or relating to our privacy policy, or the breach thereof, shall be settled by arbitration in accordance with the rules of the American Arbitration Association, and judgment upon the award rendered by the arbitrator(s) may be entered in any court having jurisdiction thereof. Commitment For Title Insurance Issued by Old Republic National Title Insurance Corporation NOTICE IMPORTANT—READ CAREFULLY: THIS COMMITMENT IS AN OFFER TO ISSUE ONE OR MORE TITLE INSURANCE POLICIES. ALL CLAIMS OR REMEDIES SOUGHT AGAINST THE COMPANY INVOLVING THE CONTENT OF THIS COMMITMENT OR THE POLICY MUST BE BASED SOLELY IN CONTRACT. THIS COMMITMENT IS NOT AN ABSTRACT OF TITLE, REPORT OF THE CONDITION OF TITLE, LEGAL OPINION, OPINION OF TITLE, OR OTHER REPRESENTATION OF THE STATUS OF TITLE. THE PROCEDURES USED BY THE COMPANY TO DETERMINE INSURABILITY OF THE TITLE, INCLUDING ANY SEARCH AND EXAMINATION, ARE PROPRIETARY TO THE COMPANY, WERE PERFORMED SOLELY FOR THE BENEFIT OF THE COMPANY, AND CREATE NO EXTRACONTRACTUAL LIABILITY TO ANY PERSON, INCLUDING A PROPOSED INSURED. THE COMPANY’S OBLIGATION UNDER THIS COMMITMENT IS TO ISSUE A POLICY TO A PROPOSED INSURED IDENTIFIED IN SCHEDULE A IN ACCORDANCE WITH THE TERMS AND PROVISIONS OF THIS COMMITMENT. THE COMPANY HAS NO LIABILITY OR OBLIGATION INVOLVING THE CONTENT OF THIS COMMITMENT TO ANY OTHER PERSON. . COMMITMENT TO ISSUE POLICY Subject to the Notice; Schedule B, Part I—Requirements; Schedule B, Part II—Exceptions; and the Commitment Conditions, Old Republic National Title Insurance Company, a Minnesota corporation (the “Company”), commits to issue the Policy according to the terms and provisions of this Commitment. This Commitment is effective as of the Commitment Date shown in Schedule A for each Policy described in Schedule A, only when the Company has entered in Schedule A both the specified dollar amount as the Proposed Policy Amount and the name of the Proposed Insured. If all of the Schedule B, Part I—Requirements have not been met within 6 months after the Commitment Date, this Commitment terminates and the Company’s liability and obligation end. COMMITMENT CONDITIONS 1. DEFINITIONS 2. If all of the Schedule B, Part I—Requirements have not been met within the time period specified in the Commitment to Issue Policy, Commitment terminates and the Company’s liability and obligation end. 3. The Company’s liability and obligation is limited by and this Commitment is not valid without: 4. COMPANY’S RIGHT TO AMEND The Company may amend this Commitment at any time. If the Company amends this Commitment to add a defect, lien, encumbrance, adverse claim, or other matter recorded in the Public Records prior to the Commitment Date, any liability of the Company is limited by Commitment Condition 5. The Company shall not be liable for any other amendment to this Commitment. 5. LIMITATIONS OF LIABILITY i. comply with the Schedule B, Part I—Requirements; ii. eliminate, with the Company’s written consent, any Schedule B, Part II—Exceptions; or iii. acquire the Title or create the Mortgage covered by this Commitment. “Knowledge” or “Known”: Actual or imputed knowledge, but not constructive notice imparted by the Public Records.(a) “Land”: The land described in Schedule A and affixed improvements that by law constitute real property. The term “Land” does not include any property beyond the lines of the area described in Schedule A, nor any right, title, interest, estate, or easement in abutting streets, roads, avenues, alleys, lanes, ways, or waterways, but this does not modify or limit the extent that a right of access to and from the Land is to be insured by the Policy. (b) “Mortgage”: A mortgage, deed of trust, or other security instrument, including one evidenced by electronic means authorized by law.(c) “Policy”: Each contract of title insurance, in a form adopted by the American Land Title Association, issued or to be issued by the Company pursuant to this Commitment. (d) “Proposed Insured”: Each person identified in Schedule A as the Proposed Insured of each Policy to be issued pursuant to this Commitment.(e) “Proposed Policy Amount”: Each dollar amount specified in Schedule A as the Proposed Policy Amount of each Policy to be issued pursuant to this Commitment. (f) “Public Records”: Records established under state statutes at the Commitment Date for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. (g) “Title”: The estate or interest described in Schedule A.(h) the Notice;(a) the Commitment to Issue Policy;(b) the Commitment Conditions;(c) Schedule A;(d) Schedule B, Part I—Requirements; and(e) Schedule B, Part II—Exceptions; and(f) a counter-signature by the Company or its issuing agent that may be in electronic form.(g) The Company’s liability under Commitment Condition 4 is limited to the Proposed Insured’s actual expense incurred in the interval between the Company’s delivery to the Proposed Insured of the Commitment and the delivery of the amended Commitment, resulting from the Proposed Insured’s good faith reliance to: (a) The Company shall not be liable under Commitment Condition 5(a) if the Proposed Insured requested the amendment or had Knowledge of the matter and did not notify the Company about it in writing. (b) The Company will only have liability under Commitment Condition 4 if the Proposed Insured would not have incurred the expense had the Commitment included the added matter when the Commitment was first delivered to the Proposed Insured. (c) The Company’s liability shall not exceed the lesser of the Proposed Insured’s actual expense incurred in good faith and described in Commitment Conditions 5(a)(i) through 5(a)(iii) or the Proposed Policy Amount. (d) The Company shall not be liable for the content of the Transaction Identification Data, if any.(e) 6. LIABILITY OF THE COMPANY MUST BE BASED ON THIS COMMITMENT 7. IF THIS COMMITMENT HAS BEEN ISSUED BY AN ISSUING AGENT The issuing agent is the Company’s agent only for the limited purpose of issuing title insurance commitments and policies. The issuing agent is not the Company’s agent for the purpose of providing closing or settlement services. 8. PRO-FORMA POLICY The Company may provide, at the request of a Proposed Insured, a pro-forma policy illustrating the coverage that the Company may provide. A pro-forma policy neither reflects the status of Title at the time that the pro-forma policy is delivered to a Proposed Insured, nor is it a commitment to insure. 9. ARBITRATION The Policy contains an arbitration clause. All arbitrable matters when the Proposed Policy Amount is $2,000,000 or less shall be arbitrated at the option of either the Company or the Proposed Insured as the exclusive remedy of the parties. A Proposed Insured may review a copy of the arbitration rules at http://www.alta.org/arbitration. IN WITNESS WHEREOF, Land Title Insurance Corporation has caused its corporate name and seal to be affixed by its duly authorized officers on the date shown in Schedule A to be valid when countersigned by a validating officer or other authorized signatory. Issued by: Land Title Guarantee Company 3033 East First Avenue Suite 600 Denver, Colorado 80206 303-321-1880 Senior Vice President This page is only a part of a 2016 ALTA® Commitment for Title Insurance issued by Land Title Insurance Corporation. This Commitment is not valid without the Notice; the Commitment to Issue Policy; the Commitment Conditions; Schedule A; Schedule B, Part I—Requirements; and Schedule B, Part II—Exceptions; and a counter-signature by the Company or its issuing agent that may be in electronic form. Copyright 2006-2016 American Land Title Association. All rights reserved. The use of this Form (or any derivative thereof) is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. In no event shall the Company be obligated to issue the Policy referred to in this Commitment unless all of the Schedule B, Part I—Requirements have been met to the satisfaction of the Company. (f) In any event, the Company’s liability is limited by the terms and provisions of the Policy.(g) Only a Proposed Insured identified in Schedule A, and no other person, may make a claim under this Commitment.(a) Any claim must be based in contract and must be restricted solely to the terms and provisions of this Commitment.(b) Until the Policy is issued, this Commitment, as last revised, is the exclusive and entire agreement between the parties with respect to the subject matter of this Commitment and supersedes all prior commitment negotiations, representations, and proposals of any kind, whether written or oral, express or implied, relating to the subject matter of this Commitment. (c) The deletion or modification of any Schedule B, Part II—Exception does not constitute an agreement or obligation to provide coverage beyond the terms and provisions of this Commitment or the Policy. (d) Any amendment or endorsement to this Commitment must be in writing and authenticated by a person authorized by the Company.(e) When the Policy is issued, all liability and obligation under this Commitment will end and the Company’s only liability will be under the Policy.(f) 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100 - Y R 100-YR100-YR100-YR100-YR100-YR100-YR1 0 0 - YR 100- Y R 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YRWXX807.80'S00°36'30"EXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX14.50'INTERSTATE 70 ROW(R-O-W VARIES)807.80'S00°36'30"ENORTHWEST CORNER OF SECTION 173 " BRASS CAP STAMPED "COUNTYSURVEYOR T6S R92W 7-8-17-181970 GARFIELD COUNTY COLO" N89°23'47"E 254.57'OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOET2" BRASS CAP IN 2" STL. PIPE STAMPED"LS 15846 - NW 1/16 S 17-1981"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"PORT EVERGLADESRESTAURANT CORP RN 703977 LOT 1BURRIS EXCEPTIONRN 623122ORGANIC GROWERS LLCRN 786284 ANDBLA 791735EAGLE SPRINGSORGANIC LLCRN 800705L=331.97',R=3944.70'Δ=4.82S88° 50' 02"W742.75'101.6'82.3'60.3'40.4'S7° 00' 57"E31.41'N81° 11' 21"E46.29'N5° 40' 02"W27.06'N81° 16' 32"E38.95'EXISTING 10' WIDE HOLY CROSSUTILITY EASEMENT 5' ON EITHERSIDE OF THE CENTERLINE OF THEELECTRIC LINE BY R.N. 695878EXISTING LOESCH CRANN DITCHAND/OR LAST CHANCE DITCHEASEMENT WIDTH NOT SPECIFIEDBY R.N. 339575 NOR R.N. 771235EXISTING 125' WIDE COLORADO UTE ELECTRIC ASSOCIATION UTILITYEASEMENT BY BK 348 AT PG 557 AND BK 344 AT PG 352 (BOTH ILLEGIBLE)AND HAS BEEN CENTERED ON POLE ALIGNMENTHOLY CROSS UTILITYEASEMENT BY R.N. 695877EXISTING EDGEOF GRAVELN86° 31' 52"E 210.76'PROPOSED UTILITYEASEMENT2" BRASS CAP IN 2" STL. PIPE14.5' WITNESS CORNER STAMPED"LS 15846 - WC - N 1/16 18/17 - 1981"ILLEGIBLE REBAR& CAPPROPERTY LINELOT: 2280928 sf±6.449 Ac±LOT: 1214571 sf±4.926 Ac±N07° 00' 15"E184.49'N66° 41' 04 "E116.40 'S72° 17' 07"E141.29'S00° 36' 22"E490.89'L=332.86',R=3919.70'∆=4°51'56",T=166.53'Ch=N83°33'08"E,ChD=332.76'385.56'222.19'N88° 50' 02"E607.75'N01° 09' 58"W227.03'N00° 36' 30"W495.45'S89° 23' 47"W1072.86'PROPERTY LINE 25' DRAINAGE EASEMENT140.3' 138.4'288.3'271.2'24'70' ACCESS &UTILITY EASEMENT45'88'91.2'390.06'682.80'(512.20')(518.40')(L=330.60', R=3919.70)(Ch=S83° 35' 00"W, ChD=330.5')(607.7')(N72° 51' 00"W)60' PRESCRIPTIVE EASEMENTCO RD 346R.N. 399575WESTERLY LINE OF THE NW1/4 NW1/4 (BASIS OF BEARINGS)1303.25' (1303.39' PER MONUMENT RECORDSOUTHERLY LINE OF THE NW 14 NW 1/4POINT OFBEGINNINGSOUTHERLY R-O-W INTERSTATE 70WELDINGSHOP(8,362 ft2 )AUTOBODYSHOP(2,420 ft2)EXISTINGEDGE OFGRAVELEXISTING EDGEOF GRAVELEXISTING TELEPHONE PEDESTALEXISTING UTILITY POLE W/ TRANSFORMEREXISTING UTILITY POLEEXISTING UTILITY POLEEXISTING IRRIGATIONDIVERSION BOXEXISTING IRRIGATIONDIVERSION BOX10'x40' CONCRETE APRONCOUNTY ROAD #346PROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEEXISTING UTILITY POLEEXISTING FENCEEXISTING FENCE(140.5')(S88° 59' 30"W)(N00°06' 30"W)(1069.00')(EAST)(S00° 36' 30"E)MONUMENT TO BE SETMONUMENT TO BE SETMONUMENT TO BE SETMONUMENT TO BE SET71.48'N8° 44' 57"W52.03'N81° 19' 17"E53.61'192.26'71.48'71.48'71.48'71.48'71.48'71.48'71.48'71.48'70.72'25.26'EX. WELL15' POTABLEWATER EASEMENTCENTERED ON THEEX. SHAREDWATER LINE.35'70' ACCESS& UTILITYEASEMENTEXISTING TRANSFORMEREX. WATERSTORAGEBUILDINGDIGITIZED APPROX. LOCATIONOF THE 100-YR FLOODPLAIN(PRELIMINARY MAP FEMA FIRM#08045C1090E25'70' ACCESS& UTILITYEASEMENT35'35'PROPERTY LINEByRevisionNo.Date 923 Cooper AvenueSuite 201Glenwood Springs, CO 81601tele: 970.945.5252fax: 970.384.2833Engineer or Surveyor SealSheetClient Information:PROJECT NO.FILE NAME:Designer:Drafter:Date:N:\PROJECTS\2020\20015-Collins Industrial\dwg\20015-V-Plat.dwg 8/24/2020 1:07 PM NORTH9. 8. 7. 6. 5. 4. 3. 2.8/24/20BUIDJW20015-v-plat.dwg20015970.618.4682SILT, CO 81652PO BOX 1017COLLINS LAND AQUISITIONS, LLCSILT, COLORADO 1. ---- Preliminary Plat Fix It Subdivision P.10050'100'Scale: 1" = 50'ROCTCURTSN ONOI FTON PRELIMPRELIMINARY PLATFIX IT SUBDIVISIONA MINOR SUBDIVISION OF A PARCEL OF LAND LOCATED IN THE NORTHWEST ONE-QUARTER OFTHE NORTHWEST ONE-QUARTER OF SECTION 17, TOWNSHIP 6 SOUTH. RANGE 92 WEST OF THESIXTH PRINCIPAL MERIDIAN IN THE COUNTY OF GARFIELD, STATE OF COLORADOSURVEYOR'S CERTIFICATEI, STEVEN L. SMITH, DO HEREBY CERTIFY THAT I AM A PROFESSIONAL REGISTERED LAND SURVEYOR LICENSED UNDER THE LAWS OF THESTATE OF COLORADO, THAT THIS PLAT IS A TRUE, CORRECT AND COMPLETE PLAT OF FIX IT SUBDIVISION AS LAID OUT, PLATTED,DEDICATED AND SHOWN HEREON, THAT SUCH PLAT WAS MADE FROM AN ACCURATE SURVEY OF SAID PROPERTY BY ME AND UNDER MYSUPERVISION AND CORRECTLY SHOWS THE LOCATION AND DIMENSIONS OF THE TRACTS, EASEMENTS AND STREETS OF SAID SUBDIVISIONAS THE SAME ARE STAKE UPON THE GROUND IN COMPLIANCE WITH APPLICABLE REGULATIONS GOVERNING THE SUBDIVISION OF LAND.IN WITNESS WHEREOF I HAVE SET MY HAND AND SEAL THIS ______ DAY OF ____________________ A.D. 20____.STEVEN L. SMITH , PLS 25642FOR AND ON BEHALF OF BOUNDARIES UNLIMITED INC.2.CITY COMMISSIONERS' CERTIFICATEBASED UPON THE REVIEW AND RECOMMENDATION OF GARFIELD COUNTY DIRECTOR OF COMMUNITY DEVELOPMENT, THE BOARD OFCOUNTY COMMISSIONERS OF GARFIELD COUNTY, COLORADO, HEREBY APPROVES THIS SUBDIVISION PLAT THIS _____ DAY OF____________________, A.D., 20____, FOR FILING WITH THE CLERK AND RECORDER OF GARFIELD COUNTY AND FOR CONVEYANCETO THE COUNTY OF THE PUBLIC DEDICATIONS SHOWN HEREON, SUBJECT TO THE PROVISIONS THAT APPROVAL IN NO WAY OBLIGATESGARFIELD COUNTY FOR THE FINANCING OR CONSTRUCTION OF IMPROVEMENTS ON LANDS, PUBLIC ROADS, HIGHWAYS OR EASEMENTSDEDICATED TO THE PUBLIC, EXCEPT AS SPECIFICALLY AGREED TO BY THE BOARD OF COUNTY COMMISSIONERS BY SUBSEQUENTRESOLUTION. THIS APPROVAL SHALL IN NO WAY OBLIGATE GARFIELD COUNTY FOR THE CONSTRUCTION, REPAIR OR MAINTENANCE OFPUBLIC ROADS, HIGHWAYS OR ANY OTHER PUBLIC DEDICATIONS SHOWN HEREON._____________________________________________________CHAIRMAN, BOARD OF COUNTY COMMISSIONERSGARFIELD COUNTY, COLORADOWITNESS MY HAND AND SEAL OF THE COUNTY OF GARFIELD.ATTEST: COUNTY CLERKGENERAL NOTES1)BASIS OF BEARINGS: ALL BEARINGS CONTAINED HEREIN BEING RELATIVE TO A BEARING OF N 00°36'30" WBETWEEN THE NORTHWEST CORNER AND THE NORTH ONE -SIXTEENTH CORNER OF SECTION 17 ASMONUMENTED SHOWN HEREON.2)THIS SURVEY DOES NOT CONSTITUTE A TITLE SEARCH BY BOUNDARIES UNLIMITED INC. TO DETERMINEOWNERSHIP OR EASEMENTS OF RECORD. BOUNDARIES UNLIMITED INC. RELIED UPON LAND TITLEGUARANTEE COMPANY, OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY ORDER NUMBERABS63015274, EFFECTIVE DATE JUNE 05, 2020 AT 5:00P.M.3)THE PARCEL IS SUBJECT TO:·RIGHT OF THE PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM,SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AND RIGHT OF WAY FORDITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES HEREBY GRANTED, ASRESERVED IN UNITED STATES PATENT RECORDED MARCH 05, 1906 IN BOOK 56 AT PAGE 537.·EASEMENT AND RIGHT OF WAY AS GRANTED TO COLORADO UTE ELECTRIC ASSOCIATION RECORDEDAPRIL 30, 1963 IN BOOK 348 AT PAGE 557 (ILLEGIBLE).·RIGHT OF WAY EASEMENT AND TRENCH, CONDUIT AND VAULT AGREEMENT TO HOLY CROSS ENERGY,BY INSTRUMENTS RECORDED UNDER RECEPTION NUMBER 695877 AND 695878.4)THERE ARE NO LIEN HOLDERS ENCUMBERING THE SUBJECT PARCEL.5)CONTROL OF NOXIOUS WEEDS IS THE RESPONSIBILITY OF THE PROPERTY OWNER.6)NO OPEN HEARTH SOLID-FUEL FIREPLACES WILL BE ALLOWED ANYWHERE WITHIN THE SUBDIVISION. ONENEW SOLID-FUEL BURNING STOVE AS DEFINED BY C.R.S. 25-7-401, ET.SEQ., AND THE REGULATIONSPROMULGATED THEREUNDER, WILL BE ALLOWED IN ANY DWELLING UNIT. ALL DWELLING UNITS WILL BEALLOWED AN UNRESTRICTED NUMBER OF NATURAL GAS STOVES AND APPLIANCES.7)ALL EXTERIOR LIGHTING SHALL BE THE MINIMUM AMOUNT NECESSARY AND THAT ALL EXTERIOR LIGHTINGSHALL BE DIRECTED INWARD AND DOWNWARD, TOWARDS THE INTERIOR OF THE SUBDIVISION, EXCEPTTHAT PROVISIONS MAY BE MADE TO ALLOW FOR SAFETY LIGHTING THAT GOES BEYOND THE PROPERTYBOUNDARIES.8)COLORADO IS A "RIGHT-TO-FARM" STATE PURSUANT TO C.R.S.35-3-11, ET. SEQ. LANDOWNERS, RESIDENTSAND VISITORS MUST BE PREPARED TO ACCEPT THE ACTIVITIES, SIGHTS, SOUNDS AND SMELLS OF GARFIELDCOUNTY'S AGRICULTURAL OPERATIONS AS A NORMAL AND NECESSARY ASPECT OF LIVING IN A COUNTYWITH A STRONG RURAL CHARACTER AND A HEALTHY RANCHING SECTOR. THOSE WITH AN URBANSENSITIVITY MAY PERCEIVE SUCH ACTIVITIES, SIGHTS, SOUND, AND SMELLS ONLY AS INCONVENIENCE,EYESORE, NOISE AND ODOR. HOWEVER, STATE LAW AND COUNTY POLICY PROVIDE THAT RANCHING,FARMING AND OTHER AGRICULTURAL ACTIVITIES AND OPERATIONS WITHIN GARFIELD COUNTY SHALL NOTBE CONSIDERED TO BE NUISANCES SO LONG AS OPERATED IN CONFORMANCE WITH THE LAW AND IN ANON-NEGLIGENT MANNER. THEREFORE, ALL MUST BE PREPARED TO ENCOUNTER NOISES, ODOR, LIGHTS,MUD, DUST, SMOKE, CHEMICALS, MACHINERY ON PUBLIC ROADS, LIVESTOCK ON PUBLIC ROADS, STORAGEAND DISPOSAL OF MANURE, AND THE APPLICATION BY SPRAYING OR OTHERWISE OF CHEMICALFERTILIZERS, SOIL AMENDMENT, HERBICIDE, AND PESTICIDES, ANY ONE OR MORE OF WHICH MAYNATURALLY OCCUR AS PART OF LEGAL AND NON-NEGLIGENT AGRICULTURAL OPERATIONS.9)ALL OWNERS OF LAND, WHETHER RANCH OR RESIDENCE, HAVE OBLIGATIONS UNDER STATE LAND ANDCOUNTY REGULATIONS WITH REGARD TO THE MAINTENANCE OF FENCES AND IRRIGATION DITCHES,CONTROLLING WEEDS, KEEPING LIVESTOCK AND PETS UNDER CONTROL, USING PROPERTY IN ACCORDANCEWITH ZONING, AND OTHER ASPECTS OF USING AND MAINTAINING PROPERTY. RESIDENTS ANDLANDOWNERS ARE ENCOURAGED TO LEARN ABOUT THESE RIGHTS AND RESPONSIBILITIES AND ACT ASGOOD NEIGHBORS AND CITIZENS OF THE COUNTY. A GOOD INTRODUCTORY SOURCE OF SUCH INFORMATIONIS "A GUIDE TO RURAL LIVING & SMALL SCALE AGRICULTURE" PUT OUT BY THE COLORADO STATEUNIVERSITY EXTENSION OFFICE IN GARFIELD COUNTY.10)DOMESTIC DOGS KEPT ON THE PROPERTY SHALL BE IN A FENCED YARD OR ON A LEASH TO PREVENTHARASSMENT OF WILDLIFE, EXCEPT AS USED FOR LIVESTOCK CONTROL.11)FENCING ON THE PROPERTY SHALL COMPLY WITH THE COLORADO PARKS AND WILDLIFE SPECIFICATIONSFOR WILDLIFE FRIENDLY FENCING.12)ENGINEER DESIGNED ONSITE WASTEWATER TREATMENT SYSTEMS ARE REQUIRED WITH THIS SUBDIVISION.13)ENGINEER DESIGNED FOUNDATIONS ARE REQUIRED WITHIN THIS SUBDIVISION.14)IRRIGATION DITCH OWNERS RIGHTS: COLORADO STATE STATUTES 37-86-102 PROVIDES THAT ANY PERSONOWNING A WATER RIGHT OR CONDITIONAL WATER RIGHT SHALL BE ENTITLED TO A RIGHT-OF-WAY THROUGHTHE LANDS WHICH LIE BETWEEN THE POINT OF DIVERSION AND POINT OF USE OR PROPOSED USE FOR THEPURPOSE OF TRANSPORTING WATER FOR BENEFICIAL USE IN ACCORDANCE WITH SAID WATER RIGHT ORCONDITIONAL WATER RIGHT. ANY IMPACT, CHANGE OR CROSSING OF A DITCH SHALL REQUIRE APPROVALFROM THE DITCH OWNER.15)FUTURE SUBDIVISION EXEMPTIONS SHALL BE LIMITED TO A TOTAL OF THREE (3) PARCELS TO BE CREATEDFROM PARCEL A AS DEFINED ON THE BROWN EXEMPTION PLAT, RECEPTION NO. 429761.16)THESE LOTS ARE SERVICED BY A SHARED WELL AND ARE SUBJECT TO A WELL SHARING AGREEMENT.17)WILDFIRE PREVENTION GUIDELINES OF THE U.S.F.S. AND COLORADO STATE FORESTER SHALL BEINCORPORATED IN HOME CONSTRUCTION AND SITE PLANNING AND DESIGN.18)A VALID WATER CONTRACT WITH WDWCD FOR COLORADO WATER RESOURCES WELL PERMIT #60317-F(COLLINS WELL) OR ITS NEW REPLACEMENT PERMIT, WILL BE REQUIRED TO BE IN PLACE FOR THE TERM OFTHE WELL PERMIT.19)A GEOLOGIC HAZARDS AND GEOTECHNICAL INVESTIGATION SHALL BE REQUIRED FOR ALL FUTUREIMPROVEMENTS REQUIRING A BUILDING PERMIT OR FURTHER SUBDIVISION. SUCH INVESTIGATION SHALLADDRESS AT A MINIMUM THE POTENTIAL FOR HYDROCOMPACTIVE SOILS (SOILS EXHIBITING COMPRESSIONOR COLLAPSE UNDER LOADING AND/OR WETTING), SEASONALLY SHALLOW GROUNDWATER AND PERCHEDWATER, AND FLASH FLOODING AND EROSION ALONG CANYON CREEK.20)ALL INTERIOR LOT CORNERS AND THE WESTERLY THREE (3) ALONG INTERSTATE FRONTAGE SHALL BEMONUMENTED BY A NO. 5 REBAR WITH A 1 14" ALUMINUM CAP STAMPED "BU-INC LS 25642".21)THE LEGAL DESCRIPTION OF RECORD (RN 771235) AND AS PROVIDED BY TITLE COMPANY:A PARCEL OF LAND IN NW1/4NW1/4 SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTHPRINCIPAL MERIDIAN, IN GARFIELD COUNTY, COLORADO, BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:BEGINNING AT A POINT ON THE WEST LINE SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST WHENCE THENORTHWEST CORNER SECTION 17 BEARS NORTH 00 DEGREES 36'30" WEST A DISTANCE OF 807.8 FEET;THENCE ALONG THE WEST LINE SECTION 17, SOUTH 00 DEGREES 36'30" EAST A DISTANCE OF 512.2 FEET;THENCE EAST A DISTANCE OF 1069.0 FEET; THENCE NORTH 00 DEGREES 06'30" WEST A DISTANCE OF 518.4FEET TO A POINT ON THE SOUTH RIGHT OF WAY LINE OF INTERSTATE HIGHWAY NO. 70; THENCE WITH THERIGHT OF WAY LINE ALONG THE ARC OF A CURVE TO THE RIGHT WITH A RADIUS OF 3919.7 FEET A DISTANCEOF 330.6 FEET, THE CHORD OF WHICH CURVE BEARS SOUTH 83 DEGREES 35' WEST A DISTANCE OF 330.5FEET; THENCE WITH THE RIGHT OF WAY LINE SOUTH 88 DEGREES 59'30" WEST A DISTANCE OF 607.7 FEET;THENCE WITH THE RIGHT OF WAY LINE NORTH 72 DEGREES 51' WEST A DISTANCE OF 140.5 FEET TO THEPOINT OF BEGINNING.THE DISTANCE ALONG THE WEST SIDE OF PROPERTY EXTENDS OUT OF THE NW1/4 NW1/4 , AS DOES THEENTIRE SOUTHERLY (DUE EAST) COURSE. THESE LEGALS DO NOT REFERENCE THE ALIQUOT SECTION LINETHAT THE LEGAL INTRODUCTION DESCRIBES TRACT BEING WITHIN. LEGAL AS SHOWN IN DEDICATIONREFERENCES MONUMENTED SECTION AND INTERSTATE R-O-W AND SUBSEQUENTLY REFLECTS A LESSERACREAGE.10)THE MINERAL RIGHTS ASSOCIATED WITH THIS PROPERTY MAY NOT BE TRANSFERRED WITH THE SURFACEESTATE, THEREFORE ALLOWING THE POTENTIAL FOR NATURAL RESOURCE EXTRACTION ON THE PROPERTYBY THE MINERAL ESTATE OWNER(S) OR LESSEE(S).11)LIST OF MINERAL OWNERS:- JAMES D. ROBINSON 5473 N. CRESCENT RIDGE DR. TUSCON, AZ 85718- TODD SWANSON 275 W. SEAGULL PLACE CHANDLER, AZ 85286CERTIFICATE OF DEDICATION AND OWNERSHIPTHE UNDERSIGNED COLLINS LAND ACQUISITIONS, LLC, BEING SOLE OWNER(S) IN FEE SIMPLE OF ALL THAT REAL PROPERTY SITUATED IN GARFIELD COUNTY, DESCRIBEDAS FOLLOWS:A PARCEL OF LAND IN THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE -QUARTER OF SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST OF THE SIXTHPRINCIPAL MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO AS RECORDED UNDER RECEPTION NUMBER 771235 BEING MORE PARTICULARLY DESCRIBED ASFOLLOWS:BEGINNING AT A POINT ON THE WEST LINE OF SECTION 17, TOWNSHIP 6 SOUTH, RANGE 92 WEST WHENCE THE NORTHWEST CORNER OF SECTION 17 BEARS N 00° 36'22" W, A DISTANCE OF 807.80 FEET, SAID POINT BEING ON THE SOUTHERLY RIGHT-OF-WAY OF INTERSTATE 70; THENCE EASTERLY ALONG SAID RIGHT-OF-WAY THEFOLLOWING THREE (3) COURSES:1) S 72° 17' 07" E, A DISTANCE OF 141.29 FEET2) N 88° 50' 02" E, A DISTANCE OF 607.75 FEET TO A POINT OF CURVE3) ALONG THE ARC OF A CURVE TO THE LEFT HAVING A DELTA OF 04° 51' 56", A RADIUS OF 3919.70 FEET AND A DISTANCE OF 332.86 FEET (LONG CHORD BEARS N83° 33' 08" E, A DISTANCE OF 332.76 FEET); THENCE S 00° 36' 22" E FOR A DISTANCE OF 490.89 FEET TO A POINT ON THE SOUTHERLY LINE OF THE NORTHWESTONE-QUARTER OF THE NORTHWEST ONE-QUARTER OF SAID SECTION; THENCE S 89° 23' 47" W ALONG SAID SOUTHERLY LINE, A DISTANCE OF 1072.86 FEET TO THESOUTHWEST CORNER OF THE NORTHWEST ONE-QUARTER OF THE NORTHWEST ONE-QUARTER; THENCE N 00° 36' 30" W ALONG WEST LINE OF THE NORTHWESTONE-QUARTER OF THE NORTHWEST ONE-QUARTER, A DISTANCE OF 512.20 FEET TO THE POINT OF BEGINNING.CONTAINING 11.375 ACRES, MORE OR LESS, HAS [HAVE] CAUSED THE DESCRIBED REAL PROPERTY TO BE SURVEYED, LAID OUT, PLATTED AND SUBDIVIDED INTO LOTSAND BLOCKS AS SHOWN ON THIS PLAT UNDER THE NAME AND STYLE OF FIX IT SUBDIVISION, A MINOR SUBDIVISION IN THE COUNTY OF GARFIELD. THE OWNER(S)DO(ES) HEREBY DEDICATE AND SET APART ALL OF THE STREETS AND ROADS AS SHOWN ON THE ACCOMPANYING PLAT TO THE USE OF THE PUBLIC FOREVER, ANDHEREBY DEDICATE(S) TO THE PUBLIC UTILITIES THOSE PORTIONS OF SAID REAL PROPERTY WHICH ARE LABELED AS UTILITY EASEMENTS ON THE ACCOMPANYING PLATAS PERPETUAL EASEMENTS FOR THE INSTALLATION AND MAINTENANCE OF UTILITIES, IRRIGATION AND DRAINAGE FACILITIES INCLUDING, BUT NOT LIMITED TO, ELECTRICLINES, GAS LINES AND TELEPHONE LINES, TOGETHER WITH THE RIGHT TO TRIM INTERFERING TREES AND BRUSH, WITH PERPETUAL RIGHT OF INGRESS AND EGRESS FORINSTALLATION AND MAINTENANCE OF SUCH LINES. SUCH EASEMENT AND RIGHTS SHALL BE UTILIZED IN A REASONABLE AND PRUDENT MANNER. ALL EXPENSE FORSTREET PAVING OR IMPROVEMENTS SHALL BE FURNISHED BY THE SELLER OR PURCHASER, NOT BY THE COUNTY OF GARFIELD.EXECUTED THIS ____ DAY OF _______________, A.D., 20__.OWNERADDRESS:STATE OF COLORADO): SSCOUNTY OF GARFIELD)THE FOREGOING CERTIFICATE OF DEDICATION AND OWNERSHIP WAS ACKNOWLEDGED BEFORE ME THIS ____ DAY OF __________________, A.D., 20____,BY .MY COMMISSION EXPIRES: .WITNESS MY HAND AND OFFICIAL SEAL.(SEAL) ____________________________________________________ NOTARY PUBLIC CLERK AND RECORDER'S CERTIFICATETHIS PLAT WAS FILED FOR RECORD IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, COLORADO, AT____ O'CLOCK _____, ON THIS _____ DAY OF , 20___, AND IS DULY RECORDED ASRECEPTION NO. _____________________.CLERK AND RECORDER BYDEPUTYCOUNTY SURVEYOR'S CERTIFICATEAPPROVED FOR CONTENT AND FORM ONLY AND NOT THE ACCURACY OF SURVEYS, CALCULATIONS OR DRAFTING, PURSUANT TOC.R.S. § 38-51-101 AND 102, ET SEQ.DATED THIS _____ DAY OF , A.D., 20____.GARFIELD COUNTY SURVEYORTITLE CERTIFICATEI, , AN ATTORNEY LICENSED TO PRACTICE LAW IN THE STATE OF COLORADO, OR AGENTAUTHORIZED BY A TITLE INSURANCE COMPANY, DO HEREBY CERTIFY THAT I HAVE EXAMINED THE TITLE TO ALL LANDS SHOWN UPONTHIS PLAT AND THAT TITLE TO SUCH LANDS IS VESTED IN COLLINS LAND ACQUISITIONS, LLC, FREE AND CLEAR OF ALL LIENS ANDENCUMBRANCES (INCLUDING MORTGAGES, DEEDS OF TRUST, JUDGMENTS, EASEMENTS, CONTRACTS AND AGREEMENTS OF RECORDAFFECTING THE REAL PROPERTY IN THIS PLAT), EXCEPT AS FOLLOWS: .DATED THIS _____ DAY OF , A.D., 20_____.TITLE COMPANY:AGENTORATTORNEYCOLORADO ATTORNEY REGISTRATION NO. CERTIFICATE OF TAXES PAIDI, THE UNDERSIGNED, DO HEREBY CERTIFY THAT THE ENTIRE AMOUNT OF TAXES AND ASSESSMENTS DUE AND PAYABLE AS OF, UPON ALL PARCELS OF REAL ESTATE DESCRIBED ON THIS PLAT ARE PAID IN FULL.DATED THIS _____ DAY OF , A.D., 20__.TREASURER OF GARFIELD COUNTYVicinity Map1"=3000'NORTHSITESiltCR 346To RifleI -70 100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR 100-YR 100-YR 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR10 0 - Y R 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100 - Y R 100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-YR100-Y R 100- Y R 100-YR100-YR100-YR100-YR100-YRXXXFOUND 3.25" BRASS CAPMONUMENT MARKED GARFIELDCOUNTY SURVEYOR7-8-17-18 T6S R92W 1970RWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWRWXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX X X X X X X X X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX FOUND 3.25" BRASS CAPMONUMENT MARKED GARFIELDCOUNTY SURVEYOR7-8-17-18 T6S R92W 1970OEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOEOETTEE E E E E E T T T T T TEEEE101.6'82.3'60.3'40.4'WWWWWWWW WW W W WWWWW W W W W W W WWWWWWWWWWWW T TTTTTTTTTTTTTT T TIRIR5270526452665268526052585262 5252525452565250525252545 2 6 052705 2 8 0 52585 2 6 2 52 64 52 6 6526852725274527652 7 85282 5252525452905300APPROXIMATE PIPELINEFOR LAST CHANCE DITCHEXISTING ELECTRICTRANSFORMEREXISTING EDGEOF GRAVELEXISTINGEDGE OFGRAVELEXISTING EDGEOF GRAVELEXISTING TELEPHONE PEDESTALEXISTING UTILITY POLEEXISTING FENCEEXISTING FENCEEXISTING STORMWATERDETENTIONHOLY CROSS UTILITYEASEMENT (R.N. 695877)APPROXIMATE LOCATIONOF SEPTIC TANK & FIELDAPPROXIMATE LOCATIONOF SEPTIC TANK & FIELDEXISTING 10' WIDE HOLY CROSSUTILITY EASEMENT 5' ON EITHERSIDE OF THE CENTERLINE OF THEELECTRIC LINE (R.N. 695878)EXISTING 6000-GALWATER STORAGEEXISTINGELECTRIC OUTLETEXISTING YARDHYDRANTEX. WELL &YARD HYDRANTPROPOSED UTILITYEASEMENTEXISTING IRRIGATIONPIPELINE RISEREXISTING IRRIGATIONDITCH RISERAPPROX. LOCATIONOF EX. UTILITIESEXISTINGTELEPHONEPEDESTALEXISTING STORMWATERDETENTIONEXISTING STORMWATERDETENTION10'x40' CONCRETE APRONCOUNTY ROAD #346INTERSTATE 70 ROWPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEWELDING SHOP(8,362 ft2 )AUTOBODYSHOP(2,420 ft2)PR. PROPERTY LI N E 2" BRASS CAP IN 2" STL.PIPE STAMPED "LS 15846-NW 1/16 S17-1981"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"1 1/2" ALUMINUM CAPSTAMPED "LS 9009"EXISTING 125' WIDE COLORADO UTEELECTRIC ASSOCIATION UTILITY EASEMENTBY BK 348 AT PG 557 AND BK 344 AT PG 352(BOTH ILLEGIBLE) AND HAS BEEN CENTEREDON POLE ALIGNMENT2" BRASS CAP IN 2" STL. PIPE14.5' WITNESS CORNER STAMPED"LS 15846 - WC - N 1/16 18/17 - 1981"ILLEGIBLE REBAR& CAPEXISTING CULVERTLot 1214571 sf±4.926 Ac.±Lot 2280928 sf±6.449 Ac.±EXISTING UTILITY POLEEXISTING UTILITY POLEEXISTING IRRIGATIONDIVERSION BOXEXISTING IRRIGATIONDIVERSION BOXEXISTING LOESCH CRANN DITCHAND/OR LAST CHANCE DITCHEASEMENT WIDTH NOT SPECIFIEDBY R.N. 339575 NOR R.N. 77123560' EASEMENTCO RD 346WIDEN THE ACCESS DRIVE TO30' (2-11' LANES & 4' GRAVELSHOULDERS, CENTER ON THEPROPERTY LINEPR. PROPERTY L INE APPROX. LOCATIONOF EX. UTILITIESR75'25' DRAINAGEEASEMENT (SEE PLAT)140.27'138.4'288.35'271.17'24'±PROPOSED 70' ACCESS &UTILITY EASEMENT (SEE PLAT)45'87.98'91.16'27' (Ex.)18' (Ex.)PROPOSED70' ACCESS& UTILITYEASEMENT35'15' POTABLEWATER EASEMENTCENTERED ON THEEX. SHAREDWATER LINE.35'DIGITIZED APPROX. LOCATIONOF THE 100-YR FLOODPLAIN(PRELIMINARY MAP FEMA FIRM#08045C1090EPR. PROPERTY LINE70' ACCESS& UTILITYEASEMENT25'EXISTING UTILITY POLE W/ TRANSFORMER0040'80'Scale: 1" = 40'NORTHByRevisionNo.Date 923 Cooper Ave., Ste. 201Glenwood Springs, CO 81601(T) 970.945.5252www.bu-inc.comEngineer or Surveyor SealSheetClient Information:PROJECT NO.File Name:Designer:Drafter:Date:N:\PROJECTS\2020\20015-Collins Industrial\dwg\20015-V-Topo.dwg 8/24/2020 1:08 PM Subsurface Utility Engineering (SUE)Required Project:If "Yes", SUE Certification by:Firm:Job #:Date:9. 8. 7. 6. 5. 4. 3. 2.8/24/20BUIDJW20015-v-topo.dwg20015970.618.4682SILT, CO 81652PO BOX 1017COLLINS LAND AQUISITIONS, LLCSILT, COLORADO 1. ---- Site Plan Fix It Subdivision C.1NoN/AN/AN/AGGGEXISTING GASXXX7362EXISTING FENCEEXISTING PROPERTY/RIGHT-OF-WAY LINEPROPOSED PROPERTY LINELEGEND7360EXISTING 1' CONTOUREXISTING 5' CONTOUREXISTING TELEPHONETTT>>>>>EXISTING DITCH/SWALE FLOW LINEEXISTING EASEMENTEEEEXISTING UNDERGROUND ELECTRICEXISTING WATERLINEWWWPROPOSED EASEMENTNOTES:1.BURIED UTILITIES ARE SHOWN BASED ON INFORMATIONPROVIDED BY OTHERS AND ARE IN THEIR APPROXIMATELOCATION.2.TOPOGRAPHY IS BASED OFF LIDAR DATA OBTAINEDFROM THE THE UNITED STATE GEOLOGIC SURVEY(https://viewer.nationalmap.gov). Page 1 Fix It Subdivision BUI#20015.01 Minor Subdivision Application August 3, 2020 Article 7: Divisions 1, 2 and 3 This narrative is to address Article 7: Division 1, 2 & 3 of the Garfield County Unified Land Use and Development Code and follows the outline provided therein. 7-101. Zone District Use Regulations: The proposed application complies with the current zoning, Rural. 7-102. Comprehensive Plan and Intergovernmental Agreements: The property is not located in either the Town of Silt or City of Rifle growth boundaries. The proposed application is in general conformance with the Garfield County Comprehensive Plan land use designation Residential Medium High (RMH). No known intergovernmental agreements are affected. 7-103. Compatibility: The proposed application does not propose to alter the existing land use and is therefore compatible in nature, scale and intensity to the adjacent land uses. The site is bordered by Interstate 70 to the north; a rural residential single-family property to the west; County Road #346 to the south with a steep hillside leading up to a rural agricultural ranch; and a rural residential single-family property with apparent commercial vehicle storage to the east. 7-104. Source of Water: The water source will be provided by an existing well. Please see the submitted Water Supply & Distribution Plan. 7-105. Central Water Distribution and Wastewater Systems: Water distribution will be provided by the existing well & distribution system. Please see the submitted Water Supply & Distribution Plan. Wastewater will be treated by the existing onsite wastewater treatment systems. Please see the submitted Wastewater Management & Systems Plan. 7-106. Public Utilities: Public utilities are already extended to this property to serve the existing structures. Easements have been added to the submitted Plat. 7-107. Access and Roadways: The existing access has been permitted with Garfield County Road & Bridge and will be widened to 30’ (2-11’ gravel lanes and 2-4’ gravel shoulders) for compliance with LUDC Table 7-107. Please see the submitted Traffic Study. 7-108. Use of Land Subject to Natural Hazards: According to the Garfield County FEMA Floodplain Mapping database, the Colorado River Floodplain is represented under Preliminary Map #08045C109E and indicates that the lower limits of the site below the existing buildings are contained in flood Zone A with no base flood elevations determined. Please see the submitted Grading & Drainage Plan. The property is not subject to any other identified natural and geologic hazards. Page 2 7-109. Fire Protection: The property is located in Colorado River Fire Rescue District. No on-site fire protection storage is proposed. 7-201. Agricultural Lands: The property is already developed. The proposed application will not result in a measurable impact to any agricultural operations, domestic animal controls, fences, roads, ditches, drainages or the water quality of any remaining local agricultural lands in the region. The Loesch and Crann ditch traverses through the property and has already been piped. 7-202. Wildlife Habitat Areas: The property is already developed. The proposed application will not result in a measurable impact to wildlife. 7-203. Protection of Waterbodies: The property is not located within applicable setbacks of the nearest body of water, the Colorado River. The proposed application will not further impact existing drainage patterns. Please see the submitted Grading & Drainage Plan. 7-204. Drainage and Erosion: Please see the submitted Grading & Drainage Plan. 7-205. Environmental Quality: The property is already developed. The proposed application will not further reduce air quality below acceptable levels established by the Colorado Air Pollution Control Division or store hazardous materials. 7-206. Wildfire Hazards: The property is not located in an area susceptible to wildfires. 7-207. Natural and Geologic Hazards: The property is not located in a known natural and geologic hazard area for avalanches, landslides, rockfall, alluvial fans, slopes, corrosive or expansive soils and rock, mudflows. As discussed, the lower limits of the site below the existing buildings are contained in flood Zone A. 7-208. Reclamation: The property is already developed. The proposed application will not result in the need for reclamation. 7-301. Compatible Design: Please see the previously discussed 7-103. 7-302. Off-Street Parking Required: The property is already developed and each lot contains more than adequate area for offsite parking. 7-303. Landscape Standards: The property is already developed and the proposed application does not propose any additional landscaping. 7-304. Lighting Standards: The property is already developed and the proposed application does not propose any additional lighting. Page 3 7-305. Snow Storage: The property is already developed and each lot contains more than adequate area for snow storage. 7-306. Trails and Walkway Standards: County Road #346 does not contain any existing sidewalks or trails to improve or extend onto or across this property. 7-401. General Subdivision Standards: Protective Covenants are not proposed with the proposed division on land. Maintenance of the access drive, water supply/distribution system and detention facilities will be managed through a maintenance agreement between the property owners of the two proposed lots. The property is already developed and this application does not propose any further development in the floodplain. 7-402. Subdivision Lots: Each lot is over 5-acres in area and neither lot is impacted by a known potential hazard. 7-403. Survey Monuments: Permanent survey monuments will be set prior to sale of lots and monument boxes will be used for monuments located in the access drive. 7-404. School Land Dedication: The property is in the RE-2 School District. If required, payment is lieu for school land dedication is proposed for this application. 7-405. Road Impact Fees. The property is already developed with a permitted autobody shop and a metal fabrication shop. Any future. Any future development on an individual lot will be required to pay applicable road impact fees at the time of building permit applications. The property is located int eh Sough Benefit District. From:Allen Goad To:bettyjocollins@hotmail.com Subject:Lot Split Date:Wednesday, August 5, 2020 3:26:55 PM Attachments:image001.png Betty, Holy Cross Energy does not have issues with the lot split on Parcel# 217917200122. Thank You, Allen Goad Allen Goad Staker/Designer HOLY CROSS ENERGY3799 HWY 82 • P.O. Box 2150, Glenwood Springs, CO 81602-2150Phone: 970-947-5433 • Mobile: 970-274-2460 Holy Cross Energy provides safe, reliable, affordable and sustainable energy and services that improve the quality of life for our members and their communities. Holy Cross Energy is an equal opportunity provider and employer. From:Allen Goad To:bettyjocollins@hotmail.com Subject:Lot Split Date:Wednesday, August 5, 2020 3:26:55 PM Attachments:image001.png Betty, Holy Cross Energy does not have issues with the lot split on Parcel# 217917200122. Thank You, Allen Goad Allen Goad Staker/Designer HOLY CROSS ENERGY3799 HWY 82 • P.O. Box 2150, Glenwood Springs, CO 81602-2150Phone: 970-947-5433 • Mobile: 970-274-2460 Holy Cross Energy provides safe, reliable, affordable and sustainable energy and services that improve the quality of life for our members and their communities. Holy Cross Energy is an equal opportunity provider and employer. Article 4:203-G Impact Analysis - G. Impact Analysis. Where the proposed development will impact specific features of the site, the Applicant shall describe both the existing conditions and the potential changes created by the project. The Impact Analysis shall include a complete description of how the Applicant will ensure that impacts will be mitigated and standards will be satisfied. The following information shall be included in the Impact Analysis: 1. Adjacent Land Use. Existing use of adjacent property and neighboring properties within 1,500-foot radius. – see attached notes on the vicinity map 2. Site Features. A description of site features such as streams, areas subject to flooding, lakes, high ground water areas, topography, vegetative cover, climatology, and other features that may aid in the evaluation of the proposed development. – the subject property is located north of CR 346 and south of I70. The property contains approximately 11 acres, of which the proposed use utilizes about 4 on the western half. The property slopes from County Road 346 towards the interstate . The property is sparsely vegetated, it is dry, sage brush , with some cottonwoods along west boundary, no natural water of its own, just a piped irrigation ditch that runs the length of it, on it’s east and west ends there are irrigation overflow ditches that occasionally may have some water in them, but they are well drained to culverts that run under the interstate . The property is improved, with a 2400 sq ft prefab metal building in use as an Auto Body shop and a 8000 sq foot cinder block/sheet metal building in use a steel fabrication shop with graveled parking for it employees and business vehicles at both places and graveled yard areas for the operations of both . The proposed use will not impact any of these but will be utilizing existing graveled parking areas . 3. Soil Characteristics. A description of soil characteristics of the site that have a significant influence on the proposed use of the land. -soils are typical silty, clay soils of the area 4. Geology and Hazard. A description of the geologic characteristics of the area including any potential natural or manmade hazards, and a determination of what effect such factors would have on the proposed use of the land. -no geologic characteristics or natural or manmade hazards noticed of any significance and proposed use will not create any 5. Groundwater and Aquifer Recharge Areas. Evaluation of the relationship of the subject parcel to Floodplains, the nature of soils and subsoils and their ability to adequately support waste disposal, the Slope of the land, the effect of sewage effluents, and the pollution of surface Runoff, stream flow, and groundwater. -see engineer’s notes , but no impact is predicted from the proposed use 6. Environmental Impacts. Determination of the existing environmental conditions on the parcel to be developed and the effects of development on those conditions, including: a. Determination of the long-term and short-term effect on flora and fauna; -applicant does not anticipate any effect from proposed changes b. Determination of the effect on designated environmental resources, including critical wildlife habitat; -proposed changes shall not affect such c. Impacts on wildlife and domestic animals through creation of hazardous attractions, alteration of existing native vegetation, blockade of migration routes, use patterns, or other disruptions; - I-70 elk fence on the north, already prevents any migration thru the property. d. Evaluation of any potential radiation hazard that may have been identified by the State or County Health Departments. – none such hazards 7. Nuisance. Impacts on adjacent land from generation of vapor, dust, smoke, noise, glare or vibration, or other emanations. – no such impacts anticipated by the proposed changes 8. Hours of Operation. The Applicant shall submit information on the hours operation of the proposed use. – M-Sat 7-5 8-8-2020 Garfield Comm. Devel. Depart. 108 8th Street, Suite 401 Glenwood Springs, CO. 81601 RE: Narrative for Vehicle Sales SUP -4941 CR 346, Silt To Whom It May Concern: This parcel is 11.7 acres located east of the City of Rifle and directly adjacent to I-70. The property is developed with two buildings, one occupied by Silver Star Auto Body and the other by Custom Structural Steel. Collins Land is requesting a Land Use Change Permit for the purpose of the tenant on the west side, Silver Star Auto Body. They would like to additionally use the property to sell some used vehicles. These vehicles will in part be originating from ones that they have repaired from the auto body shop and some procured from wholesale, used car resources. Silver Star anticipates keeping an average of 10-20 vehicles advertised for sale, parked out on the North side of their existing shop on an already improved, graveled space that they currently lease. They currently have 3 employees, who run the body shop. Currently, they might see 2-3 customers come in per day. The owner himself will be dealing with the sell of the used vehicles, and does not anticipate needing any additional employees. He does feel he could have an average of 3-4 additional customers per day to inquire about the used cars. Currently they use the water for one bathroom, and the washing of an average of 6 cars per week. They do not anticipate any further increase in water usage as they hand dust the vehicles that are for sale without water. Applicant has discussed the SUP with the Division of Water Resources who advised me to then go to West Divide Water Conservancy and review the amended contract. Upon discussing it with WDWC, they deemed that the current contract and well and storage system are legal and adequate water for the proposed use. The existing well permit & water contracts are included. The parcel does have long-term legal and physical access to a public county road. The existing driveway permit with Garfield County Road and Bridge Department is attached as well as a statement from a qualified engineer that all access roads and driveways are in conformance to the dimensional requirements in Section 7-107 of the LUDC, with the exception of some minor widening that is needed. Please feel free to call with any questions. Respectfully Submitted, Betty J Collins , mgr Collins Land Acquisitions, LLC 970-618-4682 Date: Proj #: File: Scale:923 Cooper Avenue Suite 201 Glenwood Springs, CO 81601 tele: 970.945.5252 fax: 970.384.2833 1"= 2,000' Garfield County, Colorado vicinity-fema maps.dwg 4941 CR#346, Silt, CO20015 Betty Collins Vicinity Map 8/3/20 NORTHTo Rifle SITE Interst at e 7 0 To Silt CR#346 Colorado River 8-8-2020 Garfield Comm. Devel. Depart. 108 8th Street, Suite 401 Glenwood Springs, CO. 81601 RE: Waiver Requests for Vehicle Sales SUP -4941 CR 346, Silt To Whom It May Concern: Improvements & Development Agreement- Applicant requests that such agreement be waived as no new infrastructure improvements or further development of the property is being proposed at this time. Landscaping Plan- The applicant requests that a landscaping plan be waived, as no new buildings or improvements will be part of this request Additionally, the Applicant requests a waiver from the Colorado Geological Survey review as such work was already done when it was permitted with the County for both existing uses, and this property is located on the flats, with obvious no rock fall threats, no fault line threatens this area as demonstrated by all the gravel pits that surround the property. My engineer, Boundaries Unlimited , Deric Walters has already ascertained this in his Article 7 -108 notes. To have yet another engineer to come and tell us what we already know seems grievously wasteful of time and money. Applicant further requests that water quality and quantity test be waived as current quantity and quality is demonstrated by its current, sustainable daily use by the applicant and one other tenant. Letters attesting to that and witnesses could be submitted if necessary. Please feel free to call with any questions. Respectfully Submitted, Betty J Collins , mgr Collins Land Acquisitions, LLC 970-618-4682