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Home My WebLink About13000 Cottonwood Pass Rd - 218922401003 - OWTS-020821-2021Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020821-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 3/23/2021 Expires: 7/21/2021 On-Site Wastewater Treatement System Project Address Parcel Number 13000 Cottonwood Pass RD, Carbondale, 81623 218922401003 Owner Information Address Brian Alderfer Phone: Cell: (970) 331-5277 Email: brian@alderferconstruction.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email RB Civil LLC, Romeo Baylosis (970) 471-1103 romeo@rbcivil.com Contractor License Number Phone Email Holmes Excavation bill@holmesexcavation.co m (970) 963-2007OWTSPL-000103-20 20 Permitted Construction / Details: Install the new system exactly as depicted in the CBO Septic Consulting design, stamped and signed on November 16th, 2020 by Romeo Baylosis P.E., and dated November 3rd, 2020. The new system will be sized to accommodate the maximum daily flows for 2 (1) bedroom cabins. This OWTS consists of 1 sewer line coming from the cabin. An Infiltrator 1,000 gallon, two-chamber poly septic tank with a Biotube effluent filter in the outlet tee. A PolyLok Distribution Box equipped with flow equalizers will be accessible at grade. The STA consists of 3 shallow trenches of 10 Infiltrator Quick 4 Low Profile chambers for a total of 30. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date March 23, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, March 23, 2021 1 Inspection Result Eagle County, Colorado P.O. Box 179 500 Broadway Eagle, CO Phone: (970) 328-8730 Fax: (970) 328-7185 IVR Phone: 1-866-701-3307 Inspection Number: INSP-525217-2023 Permit Number: OWTS-020821-2021 Inspection Date: 09/06/2023 Inspector: Permit Type: OWTS Permit Inspection Type: OWTS Final Inspection Work Classification: NewOwner:Brian Alderfer Job Address:13000 Cottonwood Pass RD IVR Pin Number:192489 Carbondale, CO 81623 Project:<NONE> Parcel Number:218922401003 Contractor:Phone: (970) 963-2007 / Cell: Holmes Excavation Inspection Status: Approved Inspection Notes Inspector Comments Added Item: Septic Tank A 1000-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter on the outlet tee was installed. Added Item: Record Drawing Received 9/6/2023 from CBO Inc. Added Item: Record Photos Received 9/6/2023 from CBO Inc. Added Item: Site and Soil Received 3/22/2021 from CBO Inc. Added Item: Final Certification Letter Received 9/6/2023 from CBO Inc. Added Item: General Plan Received 3/22/2021 from CBO Inc. Added Item: Soil Treatment Area (STA) A distribution box, and then to three gravelless chamber trenches was installed. The distribution box was accessible from grade with flow equalizers installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench consists of 8 ‘ADS’ ARC 36 chambers for a total of 24 chambers and 360 square feet of infiltrative area. Added Item: Identification of Systems Contractor Wednesday, September 6, 2023 For more information visit: http://www.eaglecounty.us Page 1 of 2 Tonka Excavation was the licensed installer. Wednesday, September 6, 2023 For more information visit: http://www.eaglecounty.us Page 2 of 2 CBO Inc. 129 Cains Lane Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com August 16, 2023 Project No. C1563 Brian Alderfer c/o Julia Lee office@alderferconstruction.com Onsite Wastewater Treatment System (OWTS) Installation Observations 13000 Cottonwood Pass Road Eagle County, Colorado Permit # OWTS-020821-2021 Brian, CBO Inc. observed the installation of the onsite wastewater treatment system (OWTS) on May 20, 2021 for the subject property. Tonka Excavation installed the system. The OWTS design is based on 2-bedrooms (two 1-bedroom cabins). An average daily wastewater flow of 300 GPD was used. A pond (Von Springs Reservoir #1) fills seasonally and is located to the east of the proposed development. The soil treatment area (STA) was measured at 60-feet from the high water mark of the Reservoir. A 4-inch diameter Schedule 40 (because of location under driveway) sewer line will be installed with a double-sweep clean out and min. 2% fall to the septic tank. The system installation included a 1000-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter on the outlet tee. This filter must be cleaned annually, or as needed. Risers bring the manhole lids to grade for access. Effluent gravity flows to a distribution box, and then to three gravelless chamber trenches. The distribution box was accessible from grade with flow equalizers installed on each outlet pipe in the distribution box to assure equal flow to each trench. Each trench consists of 8 ‘ADS’ ARC 36 chambers for a total of 24 chambers and 360 square feet of infiltrative area. There was at least 4-feet of undisturbed soil between each trench. Installation of the chambers did not exceed more than a foot below native grade and the area was regraded to achieve a minimum 1-foot of cover over the chambers. Inspection ports were installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. The OWTS was generally installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. CBO Inc. should be notified if changes are made to the OWTS in the future. Any additional OWTS construction must be according to the county regulations. LIMITS: Observations are limited to components that are visible at the time of the inspection. The installer must have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. The quality of the installation is dependent on the expertise of the installer, soil type, and weather conditions. Please call with questions. Sincerely, CBO Inc. Carla Ostberg, MPH, REHS Chamber trenches / very shallow / *entered bottom port of end cap Distribution box Pipe from septic tank to distribution box Septic tank / inlet tee not installed at time of inspection / Trenches View of septic tank, distribution box, and soil treatment area (STA) / inlet tee Distribution box Distribution box Trenches View of STA looking toward county road Environmental Health Department P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970) 328-8730 Fax: (970) 328-7185 Permit Permit No. OWTS-020821-2021 Permit Type: OWTS Permit Work Classification: New Permit Status: Active Issue Date: 3/23/2021 Expires: 7/21/2021 On-Site Wastewater Treatement System Project Address Parcel Number 13000 Cottonwood Pass RD, Carbondale, 81623 218922401003 Owner Information Address Brian Alderfer Phone: Cell: (970) 331-5277 Email: brian@alderferconstruction.com Inspections: For Inspections Call: (970) 328-8755 and call the Design Engineer Engineer Phone Email RB Civil LLC, Romeo Baylosis (970) 471-1103 romeo@rbcivil.com Contractor License Number Phone Email Holmes Excavation bill@holmesexcavation.co m (970) 963-2007OWTSPL-000103-20 20 Permitted Construction / Details: Install the new system exactly as depicted in the CBO Septic Consulting design, stamped and signed on November 16th, 2020 by Romeo Baylosis P.E., and dated November 3rd, 2020. The new system will be sized to accommodate the maximum daily flows for 2 (1) bedroom cabins. This OWTS consists of 1 sewer line coming from the cabin. An Infiltrator 1,000 gallon, two-chamber poly septic tank with a Biotube effluent filter in the outlet tee. A PolyLok Distribution Box equipped with flow equalizers will be accessible at grade. The STA consists of 3 shallow trenches of 10 Infiltrator Quick 4 Low Profile chambers for a total of 30. Contact Eagle County Environmental Health and the design engineer well in advance of requesting inspections prior to backfilling any component of the OWTS. The design engineer is responsible for conducting all inspections necessary to certify the installation and assure the functionality of the system. System certification, along with photos and a record drawing is required to be submitted to and approved by Eagle County Environmental Health prior to the use of the system. THIS PERIMT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT Issued by: Environmental Health Department, Eagle County, CO Danielle Sell Date March 23, 2021 CONDITIONS 1. 2.ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3.THIS PERMIT IS VALID ONLY FOR PERFORMING WORK ON OWTS ASSOCIATED WITH STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH, ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4.1.6(A)(1) EAGLE COUNTY PUBLIC HEALTH AGENCY ON-SITE WASTEWATER TREATMENT SYSTEM REGULATIONS REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN ON-SITE WASTEWATER TREATMENT SYSTEM TO BE LICENSED Tuesday, March 23, 2021 1 832‐R‐13‐002 33 Four Wheel Drive Road Carbondale, CO 81623 970.309.5259 carla.ostberg@gmail.com November 3, 2020 Project No. C1563 Brian Alderfer c/o Julia Lee office@alderferconstruction.com Subsurface Investigation and Onsite Wastewater Treatment System Design (2) 1-Bedroom Cabins TBD Cottonwood Pass Road Eagle County, Colorado Brian, CBO Inc. performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject residences. The 35.33-acre property is located outside of Carbondale, in an area where OWTSs and wells are necessary. Legal Description: Subdivision: COULTER CREEK RANCHES Lot: 4 BK-0334 PG-0437 BK-0472 PG-0981 WD 10-31-84 BK-0704 PG-0363 MAP 09-04-96 Parcel ID: 2189-224-01-003 SITE CONDITIONS The property consists of a portion of the lot on the west side of Cottonwood Pass Road and the other portion on the east side. The western portion of the property is developed on the west side of Cottonwood Pass Road with a single-family residence (270 Buck Point Drive) that is served by an OWTS. The subject proposed development includes two 1-bedroom cabins located on the east side of Cottonwood Pass Road. The subject portion of the property adjacent to Cottonwood Pass Road includes a relatively flat bench, which then slopes to the northeast and east toward the pond. A pond (Von Springs Reservoir #1) fills seasonally and is located to the east of the proposed development. No portion of the OWTS will come within 50-feet of the pond. The well that serves the single-family residence will also serve the cabins. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed STA. The water line should not come within 25-feet of any OWTS component. The proposed STA is covered with native grasses and sage. The area slopes to the northeast with an approximate 13-15% slope. There should be no traffic or staging of material over the future STA site to avoid compaction of soils prior to construction of the STA. Page 2 SUBSURFACE The subsurface was investigated on September 30, 2020 by digging two soil profile test pit excavations (Test Pits). Visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.1 The materials encountered in Test Pit #1 consisted of dark brown loamy topsoil to 3.5-feet, underlain by reddish brown loam to 5.0-feet, underlain by greenish loam to a maximum depth explored of 6.5-feet. No bedrock or groundwater was encountered. The materials encountered in Test Pit #2 consisted of dark brown loamy topsoil to 5.0-feet, underlain loam with evidence of mottling to a maximum depth explored of 6.0-feet. No bedrock or groundwater was encountered. A sample of the soils was taken from the topsoil horizon in Test Pit #1. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was friable. Soil texture was both smooth than gritty. A sample of the soils was taken from approximate 5-feet below grade in Test Pit #1. Soil structure grade was moderate. The soil formed a ball and a ribbon less than 1-inch in length before breaking. Soil structure shape was blocky and consistence was firm. Soil texture was both smooth than gritty. STA sizing is based on Soil Type 2, Loam with moderate structure. A long term acceptance rate (LTAR) of 0.6 gallons per square foot will be used to design the OWTS. The infiltrative area will not be placed more than 1-foot below native grade. View of STA Pond to the east 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Sample from topsoil Ribbon less than 1-inch Page 4 Backfill from Test pit #1 / arrows indicate different horizons Test Pit #1 Page 5 Sample from 5-feet below grade Greenish soils / ribbon less than 1-inch Test Pit #2 Backfill Page 6 Test Pit #2 soil shows signs of mottling at bottom of the pit (6’) DESIGN SPECIFICATIONS Design Calculations: Average Design Flow = 75 GPD x 2 people/bedroom x 2 Bedrooms = 300 GPD LTAR = 0.6 GPD/SF 300 GPD / 0.6 GPD/SF x 1.0 (gravity trenches) x 0.7 (chambers) = 350 SF The OWTS design is based on 2-bedrooms. An average daily wastewater flow of 300 GPD will be used. For the purposes of this OWTS design, Benchmark Elevation has been established as 100’ as the sewer line exiting the residence. CBO Inc. should be notified of any discrepancies or problems with grade elevations of proposed components during installation of the OWTS. OWTS Component Minimum Elevation Primary Tank Inlet Invert Approximate horizontal distance 23’ / min. 2% fall / min. 5.75” fall Distribution Box Approximate horizontal distance 15’ / min. 1% fall / min. 1.875” fall Infiltrative Surface (upper-most trench Approximate horizontal distance 10’ / min. 1% fall / min. 1.25” fall A 4-inch diameter Schedule 40 (because of location under driveway) sewer line will be installed with a double-sweep clean out and min. 2% fall to the septic tank. The system installation must include a 1000-gallon, two-compartment Infiltrator® poly septic tank with an effluent filter on the outlet tee. Risers must bring the manhole lids to grade for access. If more than one riser is added to the septic tank, an extension handle must be installed on the effluent filter. Effluent will gravity flow to a distribution box, and then to three gravelless chamber trenches. The distribution box must be accessible from grade and must have flow equalizers, or similar product, installed on each outlet pipe in the distribution box to assure equal flow to each bed. Page 7 Each trench will consist of 10 ‘Quick 4’ Low Profile Infiltrator® chambers for a total of 30 chambers and 360 square feet of infiltrative area. There must be at least 4-feet of undisturbed soil between each trench. Inspection ports must be installed at the beginning and end of each trench. Ports may be cut to grade and placed in sprinkler boxes for access. The infiltrative area must be NO DEEPER than 1-foot below native grade. Regrading over the trenches will be necessary to achieve minimum 1-foot of cover over the chambers. COMPONENT SPECIFICATIONS The component manufacturers are typical of applications used by contractors and engineers in this area. CBO Inc. must approve alternative components prior to installation of the OWTS. Requests must be submitted, in writing, to our office for approval prior to installation. Component technical data sheets are available upon request. COMPONENT MANUFACTURER MODEL NO. COMMENTS Septic Tank Infiltrator® IM-1060-2CP 1000-gallon, 2-compartment poly septic tank Biotube Effluent Filter Orenco® Full Size Effluent Filter and housing Tank Risers and Lids Orenco® Double-walled PVC Risers and Lids (24” diameter) Distribution Box PolyLok Distribution box, flow equalizers, risers, lid Chambers Infiltrator® Standard Plus 30 ‘Quick 4’ Standard Plus Chambers The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Eagle County On-Site Wastewater Treatment System Regulations, the OWTS Permit provided by Eagle County Environmental Health Department, and this design. INSTALLATION CONTRACTOR CBO Inc. expects that the installer be experienced and qualified to perform the scope of work outlined in this design. The installer must review this design thoroughly and coordinate with our office in advance of installation. Any additional conditions in this design or county permit must be completed and documented prior to final approval of the OWTS installation. Communication between the installer and this office is expected throughout the installation. INSTALLATION OBSERVATIONS CBO Inc. must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. CBO Inc. should be notified 48 hours in advance to observe the installation. In an effort to improve the accuracy of the record drawing, we request that the installer provide a sketch of the installation, including path of the sewer lines, water line installation (if applicable), septic tank location, STA location, and measurements from building corners or another fixed objects on the property. This sketch is most easily provided on Sheet W2.0 of the OWTS Design Page 8 Packet. Photographs of the installation and final cover are also requested to supplement our installation documentation. REVEGETATION REQUIREMENTS An adequate layer of good quality topsoil capable of supporting revegetation shall be placed over the entire disturbed area of the OWTS installation. A mixture of native grass seed that has good soil stabilizing characteristics (but without taproots), provides a maximum transpiration rate, and competes well with successional species. No trees or shrubs, or any vegetation requiring regular irrigation shall be placed over the area. Until vegetation is reestablished, erosion and sediment control measures shall be implemented and maintained on site. The owner of the OWTS shall be responsible for maintaining proper vegetation cover. OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the STA. No heavy equipment, machinery, or materials should be placed on the backfilled STA. Machines with tracks (not wheels) should be used during construction of the STA for better weight distribution. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non-biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high-water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, CBO Inc. should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 9 11-16-2020 Please call with questions. Sincerely, CBO Inc. Reviewed By: Carla Ostberg, MPH, REHS Romeo A. Baylosis, PE 4,514 752.3 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. 3,5081: Feet5850 Legend 292 Notes Location 585 Date Prepared: 11/15/2020 10:32:26 PM All Well Applications Application Denied Application Hold Application Information Requested Application Received Application Withdrawn Hydrogeology Review Requested Permit Canceled Permit Expired Permit Extended Permit Issued Well Abandoned Well Constructed Well Replaced NA <Null> Well Constructed Permit Issued Well Abandoned OGCC Well Township Section Q40 County USGS The National Map: Orthoimagery. Data refreshed October, 2020. National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 11/15/2020 at 5:19 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 107°5'55"W 39°31'9"N 107°5'17"W 39°30'41"N COTTONWOOD PASS ROAD SURVEY DATUM: LEGEND: GENERAL NOTE: