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HomeMy WebLinkAboutpitkin.eh.264921200003 (2004)Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 04012 Parcel ID # 2649-212-00-003 Type of permit New x) Repair( ) Addition/Remodel to House( ) Name of Owner David and Margot Fishman Street Address U444-I-Itgh�j/,,2SB' lGr �`J X33 Property legal description Size of lot 2.49 acres Total square footage of the house 3,143 Water source Private well # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker, unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) (3) THREE bedrooms Designed by Mailing Address Permit information Timberline Engineering P.O. Box 631. Carbondale, CO 81623 Perc rate 28 Profile hole depth 9.5 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1313 gallons Minimum Absorption area Comments Greater than 9.5 ft 1112 sq ft/** Septic permit approved per compliance with the engineer design and specifications dated and stamped 3/3/04. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Old system must be properly abandoned. Design is for one 1,500 gallon two compartment concrete septic tank with an effluent filter on the outlet. The engineer has taken the reduction for the use of EQ36 infiltrator units in serial distribution, for a total of 35EQ 36 units. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Permit approved by: Date: u y Plans and specifications of the p osed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: Final approval: L' - Date: a �'f PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER U/1 o f 1,9sb maa Owner's Mailing Address ( w 33 City State, Zip (�,D l (, 2 3 Business Phone: '7 27-3776 Home Phone: 970. 70 (o E-mail Address: noh e - Primary Contact Person (all communication regarding this permit will go through this person) Name O` 'vl C— e Com an 41-e11C7S ZLL Contact Mailing Address Ob lj .9 '77� & 20 City, State, ZiP &on,6D o 8 16 13 Business Phone : q7b. 96,2 7 6 o Cell Phone: h o il e Fax: 27o 26 3 (o 1 E-mail Address: dc -;,l e q qg con? Parcel ID # (available from assessor's office q y� at 920-5160 or at www. i tkinassessor.org) 2--6, Street address of property Gtr l 3 6u1'b A,_ Legal Description: Lot Block Filing Subdivision Size of lot: 2-y acres. Type of proposed structure: �;14 �l e AI)1141 resic�eil ca. - � 13P_ Total square feet of house 3/43 sp # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) 11yo Total area(sq. ft.) of caretaker unit 1?_1_ # of bedrooms (potential) in caretaker unit Permit is for: New Home ( )K ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Narrie of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of tho ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Ohm C� Date - - 6 Received by n_ _ = p Receipt # �E �'— Date 3 012. G:\isds\isds applic\isdsapp Rev050103.doc/1M1� 3 /F/,��`i 110, E-: ' S RUCTURAL/Cp,nL FKGa,,MlERI NG ♦ CG1`TICRACII'U4G ♦ CIER')<'1()F D lENIERcGYY DIESEG14 PR®IFIESSII®IYAIL June 16, 2004 Pitkin County Environmental Health 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 Re: ISDS Installation Permit #04012 Fishman. Residence Dear Environmental Health: The installation of the ISDS for the above residence has been completed and has been installed in accordance with applicable county specifications and the approved plan. Enclosed is the as -built drawing for the system. If you have any questions, please call me at 963-9869. Sincerely, David A. Powell, Reg. No. 25851 P.O. BOX 63 t cCARBONDA LlE, CO. 81623 PHONE E 970 963 9869 / FAX 970 963 9003 0 V-rtlk W- � 01 Pitkin C lant Environmental Real NO SEPTIC PERMIT REQUIRED FORM Date: 'iS I (n� (vi 6 Owner's Name: /111�/frl Project Name: Address of Property:X Building Permit: number: Parcel ID #/ 2 q- u2-%10-0022 Scope of Project: Remodel does not increase the bedroom/potential bedroom count Existing septic system is sized for this project New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic system No septic permit is required for this project. No further review is r Environmental Health. l (AM -I n Atuft 91 c010 FOOD SERVICE FACILITY This facility contains a retail food establishment. Environmental He, reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com 1 i GE:c�teCr i HEPWORTH - PAWLAK GEOTECHNICAL November 7, 2003 David and. Margot Fishman c/o A4 Architects, LLC Attn: Olivia Emery 100 North Third Street, Suite 201 Carbondale, Colorado 81623 Hepwortle"lak Geotechnical, Inc. 5020 Counn Road 154 Glenwood Springs, Colorado 81601 Phone: 970-945-7988 Fax: 970-945-8454 email: hpgeo@hpgeotech.com Job No. 103 662 Subject: Subsoil Study for Foundation Design and Percolation Test, Proposed Residence, 11258 Highway 133, Pitkin County, Colorado. Dear Mr. and Mrs. Fishman: As requested, Hepworth-Pawlak Geotechnical, Inc. performed a subsoil study and percolation test for foundation and septic disposal designs at the subject site. The study was conducted in accordance with our agreement for geotechnical engineering services to you dated October 14, 2003. The data obtained and our recommendations based on the proposed construction and subsurface conditions encountered are presented in this report. Proposed Construction: The proposed residence will be a single story wood frame structure with an attached garage located on the site as shown on Figure 1. Ground floors are proposed to be slab -on -grade. Cut depths are expected to be up to about 4 feet. Foundation loadings for this type of construction are assumed to be relatively light and typical of the proposed type of construction. The septic disposal system is proposed to be located about 40 feet to the west of the proposed residence. If building conditions or foundation loadings are significantly different from those described above, we should be notified to re-evaluate the recommendations presented in this report. Site Conditions: An existing single story residence is located to the south of the proposed residence. We understand that the existing residence will remain until the new residence is constructed. The ground surface in the building area is relatively flat with a gentle slope down to the southeast. There is about 3 to 4 feet of elevation difference across the proposed building area. The Crystal River is located about 50 feet to the southeast of the proposed residence. The lot is vegetated with scattered pinon and aspera trees, scruboak, grass and weeds. Subsurface Conditions: The subsurface conditions at the site were evaluated by excavating one exploratory pit to the southeast of the building area and one profile pit to the west of the building in the septic disposal area at the approximate locations shown on. Figure 1. The logs of the pits are presented on Figure 2. The subsoils Parker 303-841-7119 9 Colorado Springs 719-633-5562 • Silverthorne 970-468-1989 David and Margot Fishman November 7, 2003 Page 2 encountered, below about 1 to 1'/2 feet of topsoil, consist of 3 to 61/2 feet of medium dense, silty to very silty sand overlying relatively dense, slightly silty sandy gravel with cobbles. Results of swell -consolidation testing performed on relatively undisturbed samples of the upper silts and sands, presented on Figure 3, generally indicate low to moderate compressibility under conditions of loading and wetting. The sample from the profile pit showed a minor collapse potential (settlement under constant load) when wetted. The laboratory test results are summarized in Table I. No free water was observed in the pits at the time of excavation and the soils were slightly moist to moist. Slotted PVC pipe was installed in the pits for potential groundwater level development. Foundation Recommendations: Considering the subsoil conditions encountered in the exploratory pits and the nature of the proposed construction, we recommend spread footings placed on the undisturbed natural soil designed for an allowable soil bearing pressure of 1,500 psf for support of the proposed residence. The upper sand soils tend to compress when loaded after wetting and there could be some post -construction foundation settlement. Footings should be a minimum width of 18 inches for continuous walls and 2 feet for columns. Loose and disturbed soils and any existing fill from prior site development encountered at the foundation bearing level within the excavation should be removed and the footing bearing level extended down to the undisturbed natural soils. The exposed subgrade should be moistened and compacted prior to forming footings and placing concrete. Exterior footings should be provided with adequate cover above their bearing elevations for frost protection. Placement of footings at least 42 inches below the exterior grade is typically used in this area. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures should be designed to resist a lateral earth pressure based on an equivalent fluid unit weight of at least 50 pcf for the on-site soil as backfill. Floor Slabs: The natural on-site soils, exclusive of topsoil, are suitable to support lightly loaded slab -on -grade construction. The upper sand soils tend to compress when wetted under load. To reduce the effects of some differential movement, floor slabs should be separated from all bearing walls and columns with expansion joints which allow unrestrained vertical movement. Floor slab control joints should be used to reduce damage due to shrinkage cracking. The requirements for joint spacing and slab reinforcement should be established by the designer based on experience and the intended slab use. A minimum 4 inch layer of sand and gravel, such as road base, should be! placed beneath slabs -on -grade for subgrade support. This material should consist of minus 2 inch aggregate with less than 50% passing the No. 4 sieve and less than 12 % passing the No. 200 sieve. All fill materials for support of floor slabs should be compacted to at least 95 % of Job # 103 662 G ~ecPteCh David and Margot Fishman November 7, 2003 Page 3 maximum. standard Proctor density at a moisture content near optimum. Required fill can consist of the on-site soils devoid of vegetation, topsoil and oversized rock. Surface Drainage: The following drainage precautions should be observed during construction and maintained at all times after the residence has been completed: 1) Inundation of the foundation excavations and underslab areas should be avoided during construction. 2) Exterior backfill should be adjusted to near optimum moisture and compacted to at least 95 % of the maximum standard Proctor density in pavement and slab areas and to at least 90% of the maximum standard Proctor density in landscape areas. 3) The ground surface surrounding the exterior of the building should be sloped to drain away from the foundation in all directions. We recommend a minimum slope of 6 inches in the first 10 feet in unpaved areas and a minimum slope of 3 inches in the first 10 feet in pavement and walkway areas. 4) Roof downspouts and drains should discharge well beyond the limits of all backfill. Percolation Testing: Percolation tests were conducted on October 31, 2003 to evaluate the feasibility of an infiltration septic disposal system at the site. One profile pit and three percolation holes were dug at the locations shown on Figure 1. The test holes (nominal 12 inch diameter by 12 inch deep) were hand dug at the bottom of shallow backhoe pits and were soaked with water one day prior to testing. The soils exposed in the percolation holes are similar to those exposed in the Profile Pit shown on Figure 2 and consist of about 1'/z feet of topsoil and 6'/2 feet of silty sand overlying slightly silty sandy gravel with cobbles to the pit depth of 91/z feet. The percolation test results are presented in Table 2. The percolation test results indicate an infiltration rate between 20 and 40 minutes per inch with an average of 28 minutes per inch. Based on the subsurface conditions encountered and the percolation test results, the tested area should be: suitable for a conventional infiltration septic disposal system. Pitkin County requires that a professional civil engineer design the infiltration septic disposal system. Limitations: This study has been conducted in accordance with generally accepted geotechnical engineering principles and practices in this area at this time. We make no warranty either express or implied. The conclusions and recommendations submitted in this report are based upon the data obtained from the exploratory pits excavated at the locations indicated on Figure 1, the proposed type of construction and our experience in the area. Our findings include interpolation and extrapolation of the subsurface conditions identified at the exploratory pits and variations in the subsurface conditions may not become evident until excavation is performed. If conditions encountered Job #103 662 C—r-��h k David and Margot Fishman November 7, 2003 Page 4 during construction appear different from those described in this report, we should be notified at once so re-evaluation of the recommendations may be made. This report has been prepared for the exclusive use by our client for design purposes. We are not responsible for technical interpretations by others of our information. As the project evolves, we should provide continued consultation and field services during construction to review and monitor the implementation of our recommendations, and to verify that the recommendations have been appropriately interpreted. Significant design changes may require additional analysis or modifications to the recommendations presented herein. We recommend on-site observation of excavations and foundation bearing strata and testing of structural fill by a representative of the geotechnical engineer. If you have any questions or if we may be of further assistance, please let us know. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. Jordy Z. Adamson, Jr.` P Reviewed by: Steven L. Pawlak, P.E. JZA/ksw o�PpO,REG�� .,, 1 F-0-5 29707 attachments Figure 1 - Location of Exploratory Pits and Percolation Test Holes Figure 2 - Logs of Exploratory Pits Figure 3 - Swell Consolidation Test Results Table 1 - Summary of Laboratory Test Results Table 2 - Percolation Test Results cc: Timberline Engineering - Attn: Dave Powell Job #103 E362 C_ e APPROXIMATE SCALE 1 " = 30' TO HIGHWAY 133 -. -- I I ■ (PROFILE BENCH MARK: PIT GROUND AT BUILDING CORNER I PIN; ELEV. = 100.0', ASSUMED. �P-1 0 P-3 I � P-2 I I IBUILDING ENVELOPE I PROPOSED RESIDENCE PIT 1 ■ I I I I I I I I i I EXISTING j RESIDENCE I I I I I I I I I I 1 I I 103 662 HEP'NORTH—PAWLAK LOCATION OF EXPLORATORY PITS AND Figure 1 GEOTECHNICAL, INC. PERCOLATION TEST HOLES PIT 1 PROFILE PIT ELEV.= 97.4' ELEV.= 100.0' 0 0 WC=4.4 WC= 15.7 DD=84 tip DD -85 —200=22 0-: —200=53 5 5 CL L 10 10 LEGEND: TOPSOIL; silty sand, organics, firm, moist, dark brown. SAND (SM); silty to very silty, medium dense, slightly moist to moist, brown. GRAVEL (GF—GM); sandy, slightly silty, with cobbles, light brown, rounded rock. 2" Diameter hand driven liner sample. Disturbed bulk sample. J FT---7- Ll*.'.�Ir'-1 Indicates slotted PVC pipe installed in pit to depth shown. Practical backhoe refusal on boulders. NOTES: 1. Exploratory pits were excavated on October 30, 2003 with a backhoe. 2. Locations of exploratory pits were measured approximately by pacing from features shown on the site plan provided, 3. Elevations of exploratory pits were measured by instrument level and refer to the Bench Mark shown on Figure 1. 4. The exploratory pit locations and elevations should be considered accurate only to the degree implied by the method used. 5. The lines between materials shown on the exploratory pit logs represent the approximate boundaries between material types and transitions may be gradual. 6. No free water was encountered in the pits at the time of excavating. Fluctuations in water level may occur with time. 7. Laboratory Testing Results: WC = Water Content ( % DD = Dry Density ( pcf ) —200 = Percent passing No. 200 sieve 103 662 HEPIWORTH—PAWLAK I LOGS OF EXPLORATORY PITS Figure 2 I 1 GEOTECHNICAL, INC. 9 V, C 0 to U) a� a 2 E 0 0 3 0 1 2 b\ C 3 0 N N L E 4 E 0 0 5 6 7 0.1 1.0 10 100 APPLIED PRESSURE — ksf Moisture Content = 15.7 percent Dry Density = 85 pcf Sample of: Very Sandy Silt From:Pit 1 at 3 Feet Moisture Content = 4.4 percent Dry Density = 84 pcf Sample of: Silty Sand From:Profile Pit at 2.5 Feet No movement upon wetting Compression upon wetting 1.0 10 100 APPLIED PRESSURE — ksf I 103 662 1.0 10 100 APPLIED PRESSURE — ksf HEF'WORTH—PAWLAKSWELL CONSOLIDATION TEST RESULTS Figure 3 GEOTECHNICAL, INC. Moisture Content = 4.4 percent Dry Density = 84 pcf Sample of: Silty Sand From:Profile Pit at 2.5 Feet Compression upon wetting I 103 662 1.0 10 100 APPLIED PRESSURE — ksf HEF'WORTH—PAWLAKSWELL CONSOLIDATION TEST RESULTS Figure 3 GEOTECHNICAL, INC. J w w F— LL O 4W a O Y J O O m O r U w N N — > cn p w w _ z � _ vi c� u W Z Oa ui U H Z O 1n � U U X az Z _ �J CL O LU LU w J J ~ C7 0 uj N N > CYJ N w p a a z Lo N z a O H a a (J J w > o a J T p w a LO W W L LL) F Z LO v a O O Z � U z a (Y) o � w p N a 0 J J LD — a N a O i d t HEQORTH-PAWLAK GEOTECHNICAOC. TABLE 2 PERCOLATION TEST RESULTS JOB NO. 103 662 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on October 30, 2003. Percolation tests were conducted on October 31, 2003. The average percolation rates were based on the last two readings of each test. WATER DEPTH AT START OF INTERVAL (INCHES) WATER DEPTH AT END OF INTERVAL (INCHES) DROP IN WATER LEVEL (INCHES) AVERAGE PERCOLATION RATE (MIN./INCH) HOLE N0. HOLE DEPTH (INCHES) LENGTH OF INTERVAL (MIN) P-1 28 15 9 8 1/4 3/4 40 8 1/4 7 1/2 3/4 7 1/2 7 1/4 1/4 7 1/4 63/4 1/2 63/4 6 1/2 1/4 6 1/2 6 1/2 P-2 30 15 water added 8 6 1/2 1 1/2 20 6 1/2 5 1/2 1 7 1/2 6 1/2 1 6 1/2 5 1/2 1 5 1/2 43/4 3/4 43/4 4 3/4 P-3 36 15 water added 8 63/4 1 1/4 63/4 6 3/4 7 1/2 63/4 3/4 63/4 53/4 1 53/4 5 3/4 5 4 Note: Percolation test holes were hand dug in the bottom of backhoe pits and soaked on October 30, 2003. Percolation tests were conducted on October 31, 2003. The average percolation rates were based on the last two readings of each test. 4W PITKIN COUNTY COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 (970) 920-5526 FAX# (970) 920-5439 July 22, 2003 Ms. Sherry Rubin C/o Crystal River Realty 11258 Hwy 133 Redstone, CO 81623 Re: HOOPER 1041 HAZARD REVIEW, CONCEPTUAL SUBMISSION & SUBDIVISION EXEMPTION (PID# 2649-212-00-003 CASE# P082-03) Dear Ms. Rubin: The Planning Office has completed its preliminary review of the captioned application. We have determined tial this application is not complete. Please submit a digital copy of the application per Pre -Application Conference Summary requirements. After a more detailed review of the submittal information, additional information specific to the application may be requested in order to adequately review and process the application. The planner in charge of the review will request the ini:ormation from you directly. we have scheduled this application for review at a public hearing by the Pitkin County Hearing Officer on Tuesday, September 16, 2003, at a meeting to begin at 3:00 p.m. in the Courthouse Conference Rexm, 506 East Main Street, Aspen, Colorado. Should this date be inconvenient for you please contact me within 3 working days of the date of this letter. After that the agenda date will be considered final and changes to the schedule or tabling of the application will only be allowed for unavoidable tfhnical problems. The Friday before the meeting date, we will call to inform you that a copy of the memo pertaining to the application is available at the Planning Office. Please be aware that the Hearing Officer will be billed at $135 Per hour. Please note that it is your responsibility to post a public notice sign on the property at least fifteen days prior to -the hearing (and remove it within one week after) and to mail notice to all adjacent property owners and mineral estate owners at least 30 days prior to the hearing with the return address of the Community Development Department (copy of notice to be obtained from the Community Development Department). The names and addresses shall be those on the current tax records of Pitkin. County as they appeared no more than 60 days prior to the date of the public hearing. Please submit the enclosed Affidavit of Notice by Posting & Mailing as proof of compliance with the Code at the hearing. If, have any questions, please call Ezra Louthis, the planner assigned to your case, at 920-5092. Si ly, aylor Adlinistrative Assistant Encl: A 4t January 9, 2003 Sherry Rubin Crystal River Realty 117 Redstone Blvd. Redstone, CO 81623 1 FOREST SERVICE State Services Building 222 S. 6th Street, Room 416 Grand Junction, Colorado 81501 Telephone: (970) 248-7325 Re: Hooper Family Trust Crystal River property wildfire hazard review To whom it may concern: I visited this property with Sherry Rubin December 20, 2002. From a wildfire hazard perspective there are few problems with this riparian property in the area of the main house as shown to me by Ms. Rubin. The only area of concern would be the caretaker cottage on the bench above the main house. This structure location could have its wildfire hazards easily mitigated by thinning to the enclosed standards. Sincerely, John W. Denison District Forester Fiikl��ty February 12, 2003 Sherry Rubin Crystal River Realty 117 Redstone Blvd. Redstone, Colorado 81623 Dear Ms. Rubin: 76 Service Center Road • Aspen, Colorado 81611 At your request, I visited the Hooper Family Trust Property at -11 144 Highway 133, Carbondale to evaluate the: proposed redevelopment. A 1248 square foot single-family residence built in 1972 currently occupies the proposed development site. The vegetation surrounding the existing home and within the proposed building envelope is a combination of non-native grasses; mature narrowleaf cottonwoods, and riparian shrubs such as thinle of alder, red osier dogwood, and willows. It is obvious that at some time in the past most, if not all,. of the riparian vegetation growing on the riverbanks was removed. This vegetation is, however, naturally reestablishing and helping to stabilize what was an unstable bank. Below the house to the east (mostly outside the proposed building envelope) is a terrace that lies a few feet below the grade that the house sits on. Cottonwoods and riparian shrubs are reestablishing in this area as well. The property is mapped within elk winter range, however, given the existence of the house for 32 years, the elk stay to the east 'side of the river and the west side of Highway 133. The property also lies within the home range of a resident herd of mule deer that continue to use the Crystal River riparian area as a daily and seasonal movement corridor. Black bears are known to be quite active in this area and there is a history of significant human -bear conflict. Given the above, the following provisions are required by, the Pitkin County Land Use Code or are recommended to reduce, the impacts of the proposed development on ecological communities: 1. The applicant must comply with all of the General Standards as described in §3-80.80(A) of the Land Use Code. 2. An orange safety fence must be erected around the building site to prevent any unnecessary vegetation disturbance during construction. 3. Dogs must: be kenneled or enclosed within a fenced yard as per §3-80-80(C)(2) of the Land Use Code. 4. The building envelope must be set back at least 25 feet from the mean high water mark of the . Crystal River as per Section 3-50.40(A) of the Land Use Code. 5. Allow the riparian vegetation currently growing on the river terrace below the house to Public Works Fleet Maintenance Natural Resources r �. (970) 920-5390 (970) 920-5393 (970) 920-5214 fax 920-5374 fax 920-5764 fax 920-5374 continue to reestablish. This will provide habitat and help stabilize the soils in the event of a flood. 6. Native vegetation must be maintained outside the building envelope as per Section 3- 80.80(A)(3). 7. No riparian vegetation (e.g., cottonwoods, willows, alder, etc.) shall be damaged or removed as per §3-80.80(G)(3) of the Pitkin County Land Use Code. 8. A silt fence is required between the building envelope and the creek during all phases of construction to avoid impacts. Please contact Pitkin County public Works (920-5390) for a copy of the Assets Management Plan, which contains the County silt fence standard. 9. The 2001'. Wildlife Protection Ordinance (# 010 — 200 1) requires installation and use of approved bear -proof trash containers. 10. Fruit -bearing trees and shrubs should be avoided in any landscaping within 20 feet of structures due to the high level of black bear activity in this area. 11. Any riparian disturbed during construction must be revegetated with native riparian plants according; to a revegetation and mitigation plan submitted by the applicant and approved by the Wildlife Biologist prior to issuance of a certificate of occupancy as per §3-80.80(A)(4) of the Pitkin. County Land Use Code. 12. Any revegetation and mitigation plan submitted must contain the following elements: a. The name of the project; b. The name, address and phone number of the person preparing the Revegetation Plan; c. The name, address and phone number of the person(s) responsible for executing the plan; d. If applicable, the availability of irrigation water and, if available, the amount of water, the name of the ditch company and the method of delivering water to the site; e. A brief narrative describing the planting and seeding methods; f. A description by common and scientific name of the species of plants to be used, seed ratios and source, and container size or caliper measurement of plants to be installed; g . A drawing of the site with the location of plants to be installed shown clearly. 13. Fencing outside the building envelope must comply with Sections 3-80.80(A)(10) and 3- 80.80(A)(11) of the Pitkin County Land Use Code. If you have any questions, please do not hesitate to call. Sincerely, Lo ky Wildlife Biologist/Ecologist United States Department of Agriculture Forest White River Service National Forest Simeon Hooper, Trustee Hooper Family Trust 11258 Highway 133 Carbondale, CO 81623 Dear Mr. Hooper Sopris Ranger District P.O. Box 309 Carbondale, Co 81623 (970)963-2266 FAX (970) 963-1012 File Code: 2730-3-2 Date: July 2, 2003 I have enclosed the original easement deed for the private access road to your property in Section 21, T.9 S., R.88 W., off Highway 133. You have the responsibility to have the deed recorded in the Pitkin County records. The expiration date is set for June 19, 2033, at which time the easement would need to be reauthorized by the USDA Forest Service. Please contact the local Ranger District or White River National Forest Supervisor's Office if you have any updates that need to be made: to the authorization. Please contact Cindy Dean, Realty Specialist, Sopris Ranger District, at 970-963-2266, to discuss the location of a. private access gate. We would like to confirm and agree upon the location of the gate before work commences_ Sincerely, wan! WALLACE (BILL) WESTBROOK 4 District Ranger Enclosure (1) $ - Caring for the Land and Serving People PrWed on Ptecycled Paper Q H Authorization ID: SOP1o3 Contact ID: HOOPERTRUST Expiration Date: [3 FS -2700-9j (8199) OMB No. 0596-0082 U. S. DEPARTMENT OF AGRICULTURE Forest Service PRIVATE ROAD EASEMENT AUTHORITY: FEDERAL LAND POLICY AND MGMT ACT, AS AMENDED October 21,1976 THIS EASEMENT, dated this day of wig 2003, from the United States of America, acting by and through the Forest Service, Department of Agriculture, hereinafter called Grantor, to HOOPER FAMILY TRUST a trust organized under• the laws of the State of California whose address is 11258 Hwy. 133, Carbondale, CO 81623 hereinafter called Grantee. WITNESSETH: WHEREAS, Grantee has applied for a grant of an easement under the Act of October 21, 1976 (90 Stat. 2743; 43 U.S.C. 1761), for a road over certain lands or assignable easements owned by the United States in the County of Pitkin, State of Colorado, and administered by the Forest Service, Department of Agriculture. NOW THEREFORE, Grantor, for and in consideration of the payment of an annual use fee paid by Grantee does hereby grant to Granl:ee, subject to existing easements and valid rights, a nonexclusive easement for use of a road, along and across a strip of land, over and across the following described lands in the County of Pitkin, State of Colorado: SEI/4 NW '/, Section 21, T.9 S., R.88 W., 6t' P.M. The location of said easement is shown approximately on exhibit A attached hereto. Said easement shall be 20 feet on each side of the centerline with such additional width as required for accommodation and protection of cuts and fills. if the road is located substantially as described herein, the centerline of said road as constructed is hereby deemed accepted by Grantor and Grantee as the true centerline of the easement granted. This grant is made subject to the following terms, provisions, and conditions applicable to Grantee, its permittees, contractors, assignees, and successors in interest. A. Grantee shall comply with applicable Federal or State law and shall comply with State standards for public health and safety, erivironmental protection, and siting, construction, operation, and maintenance of or for rights- of-way for similar purposes, if those standards are more stringent than applicable Federal standards. B. The rights herein conveyed do not include the right to use the road for access to developments for short- or long-term residential purposes, unless and until the Grantor and the Grantee agree upon traffic control regulations, rules, and other provisions to accommodate such use of the road. C. Upon change in ownership of the land or facility served by this road, the rights granted under this easement may be transferred to the new owner upon written notification to the Regional Forester. D. This easement shiall continue for as long as the property served is used for a recreation residence; Provided, That the Grantor shall review the terms and conditions of this easement at the end of each 30 -year period from the date of issuance, and may incorporate in the easement such new terms, conditions, and stipulations as n existing or prospective conditions may warrant. These shall have the same force and effect in the future as if incorporated in this grant. E All construction or reconstruction of the road shall be in accordance with plains, specifications, and written stipulations approved by the Grantor prior to beginning such construction or reconstruction. F.Grantee shall have the right to cut timber upon the easement area to the extent necessary for maintaining the road. Timber so cut shall, unless otherwise agreed to, be cut into standard log lengths or other products as specified by the authorized officer and decked along the road for disposal by the owner of such timber. G. The Grantee shall maintain the right-of-way clearing by means of chemicals only after the Grantor has given specific written approval. Application for such approval must be in writing and must specify the time, method, chemicals, and the exact portion of the right-of-way to be chemically treated. H. The Grantee shall provide maintenance so that there is no damage on adjacent National Forest land. The Grantee shall construct and maintain lead-off drainage and water barriers as necessary to prevent erosion. 1. Grantee shall pay annually in advance a sum determined by the Forest Service to be the fair market value of the use authorized by this easement. The initial payment is set at $M for the remainder of the calendar year. Payments for each subsequent calendar year shall be the amount of $76 adjusted using the Implicit Price Deflator -Gross National Product index (IPD-GNP), or other factor selected by the Forest Service, to reflect more nearly the current fair -market value of the use. At intervals to be determined by certain changes in the indexes used to establish the ;linear rights-of-way fee schedule, the fee shalt be reviewed and adjusted as necessary to assure that it is commensurate with the value of the rights and privileges authorized. Failure of the holder to pay the annual payment, late charges, or other fees or charges shall cause the permit to terminate. J. Pursuant to 31 U-1S.C. 3717, et seq., interest shall be charged on any fee amount not paid within 30 days from the date the fee or fee calculation financial statement specified in this authorization becomes due. The rale of interest assessed shall be the higher of the rate of the current value of funds to the U.S. Treasury (i.e., Treasury tax and loan account irate), as prescribed and published by the Secretary of the Treasury in the Federal Register and the Treasury Fiscal Requirements Manual Bulletins annually or quarterly or at the Prompt Payment Act rate. Interest on the principal shall accrue from the date the fee or fee calculation financial statement is due. In the event the account becomes delinquent, administrative costs to cover processing and handling of the delinquency will be assessed. A penalty of 6 percent per annum shall be assessed on the total amount delinquent in excess of 90 days and shall accrue from the same date on which interest charges begin to accrue. Payments will be credited on the date received by the designated collection officer or deposit location. If the due date for the fee or fee calculation statement falls on a non -workday, the charges shall not apply until the close of business on the next workday. Disputed fees are due and payable by the due date. No appeal of fees will be considered by the Forest Service without full payment orf the disputed amount Adjustments, 'if necessary, will be made in accordance with settlement terms or the appeal decision. If fees become delinquent, the Forest Service will: Liquidate any security or collateral provided by the authorization. If no security or collateral is provided, the authorization will terminate and the holder will be responsible for delinquent fees as well as any other costs of restoring the site to it's original condition including hazardous waste cleanup. 2 Upon termination or revocation of the authorization, delinquent fees and other charges associated with the authorization will be subject to all rights and remedies afforded the United States pursuant to 31 U.S.C. 3711 et seq. Delinquencies may be subject to any or all of the following conditions: Administrative offset of payments due the holder from the Forest Service. Delinquencies in excess of 60 days shall be referred to United States Department of Treasury for appropriate collection action as provided by 31 U.S.C. 3711 (g), (1). The Secretary of the Treasury may offset an amount due the debtor for any delinquency as provided by 31 U.S.C. 3720, et seq. K. This easement shall terminate in the event an easement is granted subsequently by the United States to a public road agency for operation of this road as a public highway. L. Grantee shall pay the United States for all injury, loss, or damage, Including fire suppression costs, in accordance with existing Federal and State laws. M. Grantee shall indemnify the United States for any and all injury, loss, or damage, including fire suppression costs the United States may suffer as a result of claims, demands, losses, or judgments caused by the Grantee's use or occupancy under this easement. N. Upon termination of this easement, the Grantee shall remove within a reasonable time the structures and improvements and shall restore the site to a condition satisfactory to the Grantor, unless otherwise waived in writing. If the Grantee fails to remove the structures or improvements within a reasonable period, as determined by the Grantor, the Grantor may remove and dispose of any improvements and restore the area and all costs shall be paid by the Grantee. If the Grantor waives the removal of the improvements and restoration of the site, all improvements shall become the property of the United States. The foregoing notwithstanding, this easement is granted subject to the following reservations by Grantor, for itself, its permittees, contractors, and assignees 1. The right to cross and recross the road at any place by any reasonable means and for any purpose in such manner as will not interfere unreasonably with Grantee's use of the road. 2. The right to all timber now or hereafter growing on the right-of-way, subject to Grantee's right to cut such timber as herein provided. 3. The right atone to extend rights and privileges for use of the road constructed on the premises to other users, provided that nonfederal users shall bear a fair share of the current replacement cost less depreciation of the road and shall reconstruct the road as necessary to accommodate their use. 4. The Grantor reserves the right to use or authorize the use of the road by other Federal agencies, without cost other than the performance or payment, as it may elect, for its proportionate share of maintenance costs. 5. The Grantor :retains the right to occupy and use the right-of-way, and to issue or grant rights-of-way for other land uses, for other than road purposes, upon, over, under, and through the easement area provided that: the occupancy and use do not interfere unreasonably with the rights granted herein. 6. The right to terminate this easement if the Grantor assumes jurisdiction and control of the road as a Forest Development Road and issues a replacement easement providing only for use of the road. The replacement easement shall be in the current standard format, which provides the Grantee the right to use the road for the purposes and for the period authorized by this easement, subject to such traffic control regulations and rules as Grantor may impose reasonably upon or require of other users of the road without unreasonably reducing the rights herein granted_ The Grantor may take action to suspend, revoke, or terminate this easement under the Rules of Practice Governing Formal Adjudicatory Administrative Proceedings Instituted by the Secretary Under Various Statutes in 7 CFR 1.130-1.151. An administrative proceeding is not required when the easement terminates on the occurrence of a fixed or agreed-upon condition, event, or time. IN WITNESS WHEREOF, the Grantor, by its Forest Supervisor, Forest Service, has executed this easement pursuant to the delegation of authority by the Secretary of Agriculture to the Assistant Secretary for Natural. Resources and Conservation, the delegation of authority by the Assistant Secretary for Natural Resources and Conservation, to the Chief, Forest Service, 7 CFR 2.60, and the delegation of authority by the Chief, Forest Service, dated August 16, 1982, (47 FR 36465), to the Regional Forester of each Forest Service Region under authority of Idle V of the Act of October 21, 1976 (43 U.S.C. 1761, et. seq.), and the delegation of the authority by the Regional Forster'to the Forest Supervisor, White River National Forest, documented in the Letter of Delegation of Authorilty dated May 24, 1994, on the day and year first above written. ,JUND_ STATES OF AMERICA MARTHA J. E Forest Supervisor White River National Forest Forest Service Department of Agriculture STATE OF COLORADO) ) SS: COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this Martha J. Ketelle, Forest Supervisor, White River National Forest. Witness my hand and official seal. Notary Publi4& My Commission This permit is accepted subject to the conditions set out above. HOOPER FAMILY TRUST Simon A it'll ooper 4 Date:_( Z -:!02- 4 -:!0Z Accadang to the Paperwork Reduction Act of 1995, no persons are required to respond to a Collection of information tmbss tt displays a veW OMB wnUd matba. The valet ONS Cortef number to this kdormation coiectiot Is Q5960082 This Wmmatim is needed by the Forest Service to evacuate requests to use National Forest System tends and manage throe tends to pmbKt nehsal resources, admkdster the use. and eases pima treatRr amt safely. Thla btorrna M is n ghied to attain orretain a berneM The aettitorhy for that regdremenl is provided by the Organic Act d 1807 and the Federal [.and Percy and Maapernerd Act of 1M whidt authorize the Sersatw of Agia/tere to promulgate ndes and regulations for mrMadzi ng and managing Ne6onat Forest System landL These. slandes, aiorng with the Tenn Peonk Act. Nellonat Forest Std Area PennR Act. Granger-Thys Act. WwW Le s6tg Ad. Abaka Tann Pam* Act, Ad of September a. 1954, Mdemess Act. fW� Forest Ronda and Trois Art, Act of November 16. 19M Mdiedogi cal Resauoes Protad lan Act and Alaslus NEdkx d blares[ Lada Cmsdvation Act. ad mim 9ta Secretary d Agdadsae to issue whodufflons for the use and omopw cy of Na9ormt Forest System tank. The Seraemryd Apfadbue`s regeda9ons al 38 CFR Prt 251. Subpart B. procedures for bmjbv diose au0norim8ans.. The P;� Ad of 1974 (5 U.S.C- SW and the Freedom of information Ad (5 U.S.C. SM govem the ocnfiden&et<fy to be provided for intormelim received by the Forest Semim Pubac reporting burden for this coicoUm of irdamaHm, 0 requested, Is estimated to average 1 hour per response for annual MvutcW mformetton: avenge 1 hour per response to prepare or update operation arWor maknenaar Plan: average 1 hone' per respmae for rep : aid an averaged 1 hour for each request that may Irndude such things as reports. logs, fatty and user Womtalkm, subimie kdormalion, and other sim9ar miscellaneous kdonnation requests. Tads indudes the time for revteehng instructions, searching exMN dela sources, gMering and mandeinfng the data needed, and completing and reviewing the collection of btanno v July 15, 2003 Community Development Pitkin County Re: 1-Iooper l?amily Trust Residence Drainage Observation; HCE Project #2031001.00 To Whom This Concerns; I1uc intent of this letter is to address the concerns raised by Pitkin County regarding the proposed building location in relation to the 100 -year floodplain location for Crystal River and the limits of debris flow flooding from Perham Crcek, High Country Engineering has visited the site multiple times and observed the surrounding drainage impacts and surveyed the terrain to verify the topographic elevations in relation to the River and Creck. Using information within the FEMA Floodplain Map Parcel Number. 08097CO039 effective June 4, 1987 the proposed building envelope has been set outside of the limits of the I00 -year floodplain - Because rivers and streams shift through time, and potential 500 -year flooding may occur, it is our recommendation that the finished floor of any structure built along the river bank be raised 1-3 feet above existing Igade to provide added assLmlce that positive drainage may from the structure will be maintained. Perham Creek debris flow generally flows from West to East across the northern portion of the proposed lot. To prevent lot inundation, debris flow can be either contained within a channel to the ontfall, or buildings can be elevated above the flood impact elevation. It appears from field Observation than a 10 -foot high berm embankment has been created to prevent debris flow from flooding southerly to the existing structure, and convey the flow to the Crystal River. We feel this is an Acceptable measure of protection and that the debris flow f looduug docs not present an immediate danger to the pn)posed building location. If you have any questions please feel free to contact nae directly at (970) 945-8676. Sincerely, HIGH ()0UNJX'WQAftER1NG, INC. f G. SftsrG, P.E. Project Manager 1517 Make Avuue, Suitc 101 14 tnvemacs Ddvc rest 300 D-136 Glenwood sw4gs, Co a 1601 Enblewtva. Co 80112 Trkphom (970) 945-8676 - Pax (7M 945-2.555 Tdc&m (303) 3254)544 - Fax (303) 9354547 r February 12, 2003 Order No. 00029877 Legal %viCSC. Re: Hooper Family Trust Parcel/Section 21 Township 9 South Range 88 West Board of County Commissioners, Pitkin County, Colorado: Based upon a search of the appropriate real estate records of Pitkin County, Colorado, Stewart Title of Aspen hereby certifies that at no time since January 1, 1972 has title to any tract adjacent to the property described on Exhibit "A", attached hereto, been in the same name or names as said described tract. The subject tract was first created (broken from a larger tract) by Deed from Truman L. Meredith and Gladys Meredith October 12, 1970 in Book 251 at Page 576 as Reception No. 142876, to Craig L. Meredith and Diana L. Meredith. Title to the subject property is vested in Hooper Family Trust. This statement is neither an abstract, opinion nor guaranty of title and is intended specifically and exclusively for the use of the Board of County Commissioners of Pitkin County in determination of "merger of title" or lack thereof as said "merger" relates to the applicable statues, ordinances and restrictions of jurisdiction. It is understood and agreed that Stewart of Aspen, Inc., neither assumes, nor will be charged w any financial obligations or liability whatever on any state�nenFtoAtained herein. Title Examiner Order Number: 00029877 SCHEDULE A LEGAL DESCRIPTION A tract of land in Section 21, Township 9 South, Range 88 West of the 6th Principal Meridian beginning at a point on a line from which the Southwest Corner of the Northeast Quarter of the Northwest Quarter of Section 21, Township 9 South, Range 88 West of the 6th Principal Meridian bears due West, 443.70 feet; thence North 8° 49' East 399.52 feet; thence due East 207.05 feet; thence South 10° 34136" East 401.62 feet; thence due West 342.00 feet to the Point of Beginning. EXCEPTING therefrom that portion deeded to the Colorado Division of Highways as described in Book 192 at Page 78 and that portion deeded to Mid -Continent Coal and Coke Company as described in Book 272 at page 621. County of Pitkin, State of Colorado. THIS DzzD, Stade this 12th day of October 10 70, between TRUMAN L. MEREDITH and GLADYS MEREDITH of the County of Pitkin and State of Colorado, of the first part, and CRAIG L. MEREDITH and DIANA L. MEREDITH ..It�.otder. RWORDRWS STAMP of the County of Pitkin and State of Colorado, of the second parts WITNESSETH, that the said part ies of the first part, for and In consideration of the sum of TEN and other consideration -----------------------------------DOLLARS, to the said part ieS of the first part in band pald by the said parties of the second part, the recelnt whereof is hereby confeased and acknowledged, he ve granted, bargained, sold and conveyed, and by these presents do grant, bargain, sell, convey and confirm unto the said parties of the second part, their heirs and assigns forever, not In tenancy In common but in joint tenancy,ail the following described lot or parcel of land, situate, Wag and being in the County of P i tic i n and State of Colorado, to wit: A tract of land in Section 21, Twp 9, South, Ronne R8 West of the 6th P.M, .. beginning at a point on a line from which the Southwest corner of the Northeast Quarter of the Northwest Quarter of Section 21, Twp 9 South., Range 88 West of the 6th Principal Meridian, bears due West, 443.70 feet; thence North 8°49' East 399.52 feet; thence due east 207.05 feet; thence.' : South 10034'36" East 401.6V'eet; thence due West 342.00 feet to the point of beginning. Containing 2.49 acres , more or less. TOGETHER with all and singular the hereditaments and appurtenonets thereunto belonging, or in anywl" apportalning, the reversion and reversions, remainder and remainders, rents, iasues and profits thereoft and all the estate, right, title, interest, claim and demand whatsoever of the said parties of the first part, either in law or equity, of, in and to the above bargained promises, with the hereditaments and appurtenances. TO HAVE AND TO BOLD the said premtsea above bargained and described, with the appurtanancex, unto the sold parties of the recond part, their Leis and assigns forever. And tho said part ie s of the first part, for them selves , the irheirs, executors, and administrators do rovenant, grant, bargain and agree to and with the said parties of the second part, their heirs and assigns, that at the time of the annealing And delivery of theme pres- ents they areweII seized of the premises above conveyed, as of good, sure, perfect, absolute and indefeasible astato of inheritance, in law, in fee simple, and he VO good right, full power and lawful authority to grant, bar- gain, sell and convey the saes in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments and encumbrances of whatever kind or nature soevar. and the above bargained premises in the quiet and peaceable possession of the add parties of the second part, their heirs and assigns, against all and every person or persons lawfully claiming or to claim the whole or any part thereof, the said part ies of the first part shall and will WARRANT AND FOREVER DEFEND. IN WITNESS WHEREOF the said partes of the first part be VC hereunto settheir hands. and seal a the day and year first shova writtnn_ Signed, Sealed and Delivered In the Presence of SEAL) C- .......... _ (/ �......Gir./...... .. SEAL] ....................................................................... (SEAL] STATS OF COLORADO, r Garfield }m" The Jo>KtlWng instrament was acknowledged before me this 12th day of October • r70�• _tet Ibi . )". WVMAN L. MEREDITH and GLADYS MEREDITH III oosetnlssto$ expires . .19 Witness my hand,and ficild, Fc My Commisslori expires Oct. F ~i No1ae/ PeNle. K.- 021. wAetU"Tr DXRD-Te Jelat Teeentu-Bmdford Pab3Mhlnm Co., 1924 °tont 96eeL Deur'. V -1—d. -e-ee I 1 1 1 � � AUG 2 91983 Recorded at 3; oclo-k M ,r ermv i"Ur Receplion No. MILDRED �• s..'. t N ALSDORF, RECORDER QDZT CLAIM DEED ON S341 PlG, Os THIS DEED made this 0 day of August, 1983, between CRAIG L. MEREDITH, party of the first part, and DIANA L. MEREDITH, whore address is 11258 Highway 133, Carbondale, Colorado 81623, parry of the second part; � WITNESSETH that the said party of the first part, for p. and in consideration of the sum of Ten Dollars'and other good and valuable consideration to the said party of the first part in hand paid by the said party of the second part, the receipt t-•.•- _. whereof is hereby confessed and acknowledged, has remised, released,"-. sold, conveyed and quit claimed, and by these presents does remise, release, sell, convey and quit claim unto the said party of the second part, her heirs and assigns forever, all right, title and interest he may have in and to the following real property in the County of Pitkin, State of Colorado, to wit: A tract of land in Section 21, Twp 9, South, Range, 88 West of the 6th P.M. beginning at a point on a line from which the Southwest corner of the Northeast Quarter of the Northwest Quarter of Section 21, Twp 9 South, Range.88 West of the 6th Principal Meridian, bears due West, 443.70 feet; thence North 8149' East , 399.52 feet; thence due east 207.05 feet; thence South 10134135" East 401.62 feet; thence due west 342.00 i feet to the point of beginning. Containing 2.49 acres, more or less.`' together with all appurtenances thereunto belonging and also . known as 11258 Highway 133, Carbondale, Colorado. IN WITNESS WHEREOF the said party of the first,part has {{Lr I" hereunto., set his hand and seal the day and year first written Craig L Meredith STATE OF CDLORADO ) ss. C0Ulffly OF GARFIELD ) I The foregoing instruffant was acknowledged before me this day of n•, , 1983, by Craig•L. Meredith. witness my hand and official seal. M' commission ax ices: r`ti 1 t 2' P 5.9 _ ' t Notary' PdbI is A7T�:0�,0` address:W�Y�40/ _ /�/} yirrvri �Cirnn �.110 F20/ t � 19�P t cn v s ry — x� Ul a � � ldade this 29TH dq Of SEPTEMBER In the rH* of cur j Lord one thousand nim hundred and eighty-nine BETWEEN :DIANA L. MEREDITH ' of the county of EL PASO and State of Cowed% of the first part, and {f (DIANA L. MCCARTHY of the County of EL ::.'C and State of Colored% of the seeped part, (� Wits W06 That the said part y of the first part, for and In eollAderatiaa of the sum of It NO CONSIDERATION--- ------ _ __ LLAWS, j to the add part Y of the p ie heed pall by the said party of the second part, the receipt whored Is hereby eesfeseed and aeknowledred, has remleed, released, sold. conveyed and Quit-Chiseed, and by thea pi to do ee ranise, release, sell. eonver, and Quit -Chirp unto' ij 1r the said party of the second part„ she helm and assigns forever. IM the right, title, interest, elalm and demend whkh the add party of the first part he In and to the" following 010ee2411e11 real property sitmte. !flag and bung 1e the County of ... • ... . •. 101ekin •and State -of 0o1vmU too -wit!" ? •" } A TRACT OF LAND IN SECTION 21, TOWNSHIP 9 SOUTH, RANGE 88 WEST OF THE 1! . ! 6TH PRINCIPAL MERIDIAN BEGINNING AT A POINT ON A LINE. FROM WHICH THE x SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF THE NORTHWEST QUARTER OF } SECTION 21, TOWNSHIP 9 SOUTH, RANGE 88 WEST OF THE 6 PRINfTPAL MERIDIAN BEARS, DUE WEST, 443.70 FEET; ;) 1 j THENCE NORTH 80 49' EAST 399.52 FEET; (. THENCE DUE EAST 207.05 FEET= i THENCE SOUTH 10' 34'36" EAST 401.62 FEET; THENCE DUE WEST 342.00 FEET TO THE POINT OF BEGINNING. s EXCEPTING THEREFROM ' THAT PORTION DEEDED TO THE COLORADO DIVISION OF HIGEnJAYS AS DESCRIBED IN BOON: 192 AT PAGE 78 AND THAT PORTION DEEDED TO Mil}-CONTINCNT COAL. AND CONTE COMPANY AS DESCRIBED IN BOOR 272 AT PAGE 621. COUNTY OF PITRIN, STATE OF COLORADO. :TATE DOCUMENTARY i +•• �"�': ' i ,�. rn �i .} Q', a 4 -b -11n a To Hand to Mehl the tialse.lbgethGlrwlsh all and singular the appurt6dfute.itud privileges thereunto Ibelouglug or In surd" thereinto appertaining, and all the estate, right, title, Interest and claim whatsoever, of the said part y of the Mt part, either In law or equity, to the only proper nae, benefit end behoof of the Bald party of the second part she helm and assigns forever. f i ?, In Witnees Whereof, The Bald paint„ of the first part has hamnato set her IF hand and seat the der and year dint above written 'tom 9taned.Sealedland DeBTemdinthe heave ee via ereJtth d_.��-_.-- .�ir�l� i• � - 1 fafAl2 OF COLORADO. lea PTATt3MT AVAX0WtXMMPKT CGeatr of El Paso / i) t , 7hG teTGaeina hrGftamPNt ash:, ��, J M ad, !wined bollen ser fhb 29th day of September , 1"89 : A OTs 1r1C� � w� RY vrib as aw rase and Gfaaet X&FAaT rIIe4lrf ,.fir fOtt;l �j , '.• _ -v *Paw is Ail o NP,wnwaN aim [rdlP sd M wM� MNK. ii fONM 71e1 QUIT CLAIM Qaa01:[IT" PRINTING W. COLO. %P6f. Ca. �3� Nov -18-2002 17:40 From-STEWART TITLE CARVONDALt 0707040205 475127 TRANSFER DECLARATION RECEIVED 11/21/282 WARRANTY DEED TIIIS DEM Mrd= aus 1.Dth aay of November 1002 betwcoh DIANA L. XCCARTBY of the said County of P=7 IN ana Sim of COLORADO grantor. and nOOPYR FAXILY TRUST whore lays! address is 11144 MM 133 CARBOpiDALB CO 81623 of the ,bid Counry of P ZTX LN arta Smo, of COLORADO iK/TI'1FSAMC Thin[ me ynlnlbr for [rte In cowidcrrLun of the sum of Tan dollars and other good and valuable eonsideravLon DOLLARS, Use, rccolpr and sufftcimcy of which is ncrcay _I(nowledged. li.c grilnr a, berm inod' cold xnd wnvoycd, ww by nie4e p:saem., doe. IMM;. aargam, ad1, Co ane ra grantee, his heirs and asilgas rnrcvcr, all 4719 teat nve9 lffim unto Ne property togemrr wire anpruvemonts, if any, ling&, lying arW being on the wild Coaaty or PLTX= and guru or L%Iorado descritleo as follows, f I SRY EMIDIT "A" ��I�I ���� IIIIIS �� T I�� III in 11111 4 9 5jz98z 11: leF 7N COUNTv Co R 11.90 0 28.25 64 Y k^j..le., .+w inmva by svee[ and munoar u 1215 8 WY 133, *XDSVeW, CO 81613 TOGETHER wtm a0 And s$g;olar rite nercd,uonnus ■aa apputleaa xi - Marcia belonging, or in anywrse appertaining. and the revcrshm .uta reversions, rcrruunder am rantairider.. rents, inum arta prufirs dicttuf. NO alt rite eatsee, rigor, me,, imnesc. alarm and dentoid whm- soever of rhe, grantor. outer In Inv or ❑gairy. of, in aha to rte above, vargained P -mu a i. with the hrrcaimmettt5 aha appoituna os TO HAVE AND TO M1,9 the stud prennsas abuvr bargained arta acwrlbod, wtrh the appurtenances, unto me granite,, hos hens Ana Wignu firmer Ana rhe grantor, rbr hmragf, his heirs, and persued tepreseriumves, docs caveranr, grant, bargain, aria agrer m and wtm Ana XMICc, his heirs Ana assigns, that at tha rime of the ertscraii{g and delivery of meta pfaseats, he is wall seaed of air pramisds aba0e Cortreycd, 1104 90011, SUM, perferl. rbidlaW anti inde&aaibie "siato Of inhcrtWiee. in law, in fcr sittpla, ark hat good rigta, itnl power .nd lawful roatartty to gran[, bargain. soli no cunvcy die Yarm to nonmT and forth as aforesaid. and that the sante aro free and crear from all farmer arta other graters, baryaias, sales, liens, raxe4. iSret3arrtaY casumbrances ane ragicriom of whatever hind or ttaturo ruever, ncept easer¢snta, restrictions, reservations and r:lghts of tray of record, or situate and in use, and real property taxes for the year 2002, not yet due or payable. Tne 9raator mall aha wul WARRANTY AND PORI?M8R DEPEND mr above•bargmtied pmrrilsra in Vie qumt and peaceable pos.cwsion Of ate Stainer, his baits and Margit%, agarmY all and ovary prm-un or peraone lawtLlly claiming die whole or any part thoreor 11ic singular nu Tiber 4hall include the plura), rhe pioral ane singular, and rite — of any ge,veer rh.tl be .ppljeabic ro ell senoers. IN WITNaSS WHEREOF, thhe grartmr no cx curLa this deed on the deft t�.t ronn above DIAM L_ XCCARTH`r Suit* or COLORADO t Couriry Of eel2a," Tho rtxegutig nistrurmm wan aclawwicdgcd Gerota me int. ma by DIANA L. ISCCARTEn- tnmt)h,� My coistan cxpirei���7`�� MUMS M hand rnd official acid, Nuury bl;c J i)i. tv �.q7 ii...n 7,a. of Giaa..,od speuyr, enc. :Ov. "L% WARaA-M DM (P- R.. 7M P-Rn.7M Idly{ ,I 111 96-33 Oar EXHMIT C°A" A tract of land in Section 21, Township 9 South, R at a point on a tine from which theange 8$ Wast of the 6" Principal Meridian beginning of Section 21 Township 9 Southwest Comer of the Northeast Quarter of the Northwest Quarter feat; South, Range 88 West of the 6th principal Meridian beats due West 443,70 thence North 80 49' Bast =199.52 feet; thence due East 207.05 feet; tbence South 10° 34'36"" East 401.62 feet; thence due West 342.00 feet to the point of Beginning. EXCEPTING, therefrom that portion deeded to the Colorado Division of Highways as described in Book 192 at Page 78 and that portion deeded to Mid -Continent Coal and Coke Company as described in Book 272 at page 621. County of Pitkin, State of Coloredo, IIIII�� I�IN III(�IIIIIIIIf111I1)IIII� 1 475127 IIIIII�INII page: 2 2 iR DAVIS PlTKIN COUNTY C0 II/21/266202 4. -,10A R 11.06 D 28-25 MEMORANDUM TO: Jim True, Pitkin County Hearing Officer FROM: Ezra Louthis, Planner RE: Hooper 1041 Hazard Review and Lot Line Adjustment DATE: September 16, 2003 REQUEST: The Applicant requests 1041 Hazard Review to create a building envelope and a Lot Line Adjustment to transfer approximately 1.41 acres of land from the Fishman Family Trust parcel to the Hooper Family Trust parcel. APPLICANT: Hooper Family Trust LOCATION: 11144 Hwy. 133 ZONING/LOT SIZE: The parcels are zoned RS -30 PUD. The Hooper Family Trust parcel currently contains 2.49 acres and the Fishman Family Trust parcel is currently 6.02 acres. BACKGROUNINEXISTING CONDITIONS: The Fishman Family Trust parcel has a 1041 approval pursuant to Determination No. 96-255. The Hooper Family Trust parcel contains a legal residence from 1972 and a number of separate outbuildings located on the parcel. The existing residence is serviced by an existing, permitted well. The existing residence has been utilizing a septic tank and leach field, which will have to be upgraded upon the development of a new residence. REFERRAL COMMENTS: The Crystal River Caucus reviewed the application and decided to take a neutral stance on the proposal. The Pitkin County Engineer had no comments. Jonathan Lowsky, the Pitkin County Wildlife Biologist's comments are attached and reflected in the determination. 1041 HAZARD REVIEW (SECTION 3-80): Wildfire: The Colorado State Forest Service evaluated the Hooper parcel and stated that the wildfire hazard is low. The Applicant will comply with the standards of Code Section 3-80-070. Geologic: The alluvial fan and debris flow on the parcel, as noted by mapping and a number of site visits by High Country Engineering, are adequately mitigated by an existing 10 foot high berm outside the northern edge of the proposed building envelope. The proposed building envelope does not encroach into the debris flow area. There are no areas of steep slopes within the building envelope, as it is basically flat, with the exception of a small slope to the west of the existing residence that was excavated for the placement of the residence. The average slope within the proposed building envelope is below 15%. Wildlife: Jonathan Lowsky, the Pitkin County Wildlife Biologist, visited the Hooper parcel on February 12, 2003. Mr. Lowsky confirmed that the property lies within elk winter range but that due to the fact that the parcel has had a residence on it since 1972, the Elk choose a different area for movement and thus there will be no additional hazard. PITKIN COUNTY HEARING OFFICER MEETING Tuesday, September 16, 2003 3:00 PM Pitkin County Court House Conference Room 506 E. Main Street Aspen, Colorado I. COMMENTS H. PUBLIC HEARINGS OLD BUSINESS A. Ranch Estate Holdings 1041 Hazard Review and Scenic Overlay Review (PN 2/15/03) (continued from 7/15/03) (continued to 11/25/03), S. Wolff NEW BUSINESS A. :Becker 1041 Hazard Review (PN 8/16/03), E. Louthis B. Hooper 1041 Hazard Review and Lot Line Adjustment (PN 8/16/03), E. Louthis C. Woody Creek Mobile Home Park 1041 Hazard Review (PN 8/16/03); L. Clarke III. ADJOURN Mr. Lowsky also identified the riparian area along the Crystal River's edge to the east of the existing residence. He feels that the riparian vegetation had been removed at one point, but is reestablishing itself quite well. Mr. Lowsky recommends that no riparian vegetation on the parcel be removed, including the section on the lower terrace to the east of the existing residence, but within the proposed building envelope. Floodplain: The building envelope and subsequent development are located out of the 100 year floodplain. LOT LINE ADJUSTMENT (SECTION 3-190-030): The Applicants propose to transfer 1.41 acres of land from the Fishman Family Trust parcel to the smaller Hooper Family Trust parcel. Pursuant to Section 3-190-030 of the Land Use Code, a Lot Line Adjustment is permitted if the, following six criteria are met: The adjustment creates not more than the original number of lots. Staff Comment: No new lots will be created by this proposal. 2. The purpose or effect of the lot line adjustment is not the creation of a new lot or parcel, nor any increase in floor area ratio for a parcel which gains size, nor creation of a lot or parcel substantially different in size for development or resale purposes.- Staff urposes: Staff Comment: The purpose of the Lot Line Adjustment is not to create any new parcels, increase floor area ratio, nor create a parcel with substantially different size. 3. In the case of conforming lots and parcels, any resulting lot or parcel shall conform to the minimum requirements for area or width established by the provisions of the Code. Staff Comment: Both parcels are currently non -conforming. 4. In the case of substandard size lots or parcels, the resulting lots or parcels may increase in nonconformity as to size, so long as the other standards of this code continue to be met. Staff Comment: The parcels will remain substandard in size, and will continue to meet the standards of the code. 5. The applicant shall prepare a subdivision exemption lot line adjustment map in compliance with the standards in Section 5-60.40. Staff Comment: A draft plat was submitted with the application. 6. A lot line adjustment shall not be used to increase floor area ratio for a parcel that increases in size due to the adjustment. The floor area ratio will be reduced on a parcel that decreases in size due to the adjustment. Applications to add floor area ratio to a lot or a parcel are considered to be major plat amendments and shall be reviewed pursuant to Section 3-190.90. Staff Comment: The floor area on the parcels will remain exempt up to 5,750 square feet. There is no floor area ratio applied to either parcel. RECONEVIENDA►TION: Staff recommends approval of the Hooper Family Trust 1041 Hazard Review and Lot Line Adjustment subject to the conditions of the attached draft Hearing Officer Determination. ATTACIEWENTS: I .Wildlife Biologist Memo 2.Draft Determination LM -IM February 12, 2403 Sherry Rubin - Crystal River Realty 117 Redstone Blvd Redstone, Colorado 8i623 Dear Ms. Rubin: 76 Service Center Road • Aspen, Colorado 81611 At your request, I visited the Hooper Family Trust Property at -11 144 -Highway 133, Carbondale to evaluate the proposed redevelopment. A 1248 square foot single-family residence built in 1972 currently occupies -the proposed development site. The, vegetation surrounding the existing home and witbui the proposed building envelope is a combination of non-native grasses; -mature narrowleaf cottonwoods, and riparian shrubs such as thinleaf alder, red .osier dogwood, and willows. It is obvious that at some time in the past most, if not all„of the riparian vegetation growing on the riverbanks was removed This vegetation is, however, naturally reestablishing and helping to stabilize what was an unstable bank. Below the house to the east (mostly outside the proposed building envelope) is a terrace that lies a few feet below the grade that the house sits on. Cottonwoods and riparian sbrubs are reestablishing in this area as well. The property is :mapped within elk winter range, however, given the existence of the house for 32 years, the elk stay to the east side of the river and the west"side of Highway 133. The property also lies within the home range of a resident herd of mule deer that continue to use the Crystal River riparian area as a daily and seasonal movement corridor. Black bears are known to be quite active in this area and there is a history of significant human bear conflict. Given the above:, the following -provisions are required by the Pitkin County Land Use Code or- are r-are recommended to.reduce, the impacts of the proposed development on ecological communities: 1. The applicant must comply with all of the General Standards.. as described in §3-80.80(A) of the Land Use Code. 2. An orange safety fence mustbeerected around the building site to prevent any unnecessary vegetation disturbance during construction. 3. Dogs must be kenneled or enclosed within a fenced yard as per §3-80.80(C)(2) of the Land - Use Code. 4. The building envelope must be set back at least 25 feet from the mean high water mark of the.. Crystal River as per Section 3-50.40(A) of the Land Use Code. 5. Allow the riparian vegetation currently growing on the river terrace below the house to Ac Works Fleet Maintemmce Natural Resources ,r 0) 920-5390 (970) 920-5393 - (970) 920-M4 7 `r rid r continue to reestablish. This will provide habitat and help stabilize the soils in the event of a flood. 6. Native vegetation must be maintained outside the building envelope as per Section 3- 80.80(A)(3). 7. No riparian vegetation (e.g., cottonwoods, willows, alder, etc.) shall be damaged or removed as per §3-80.80(G)(3) of the Pitkin County Land Use Code. 8. A silt fence is required between the building envelope and the creek during all phases of construction to avoid impacts. Please contact pith County Public Works (920-5390) for a copy of thy: Assets Management Plan, which contains the County silt fence standard. 9. The 2001 'Wildlife Protection Ordinance (# 010 —2001) requires installation and use of approved bear proof trash containers. 10. Fruit -bearing trees and shrubs should be avoided in any landscaping within 20 feet of structures due to the high level of black bear activity in this area. 11. Any ripariandisturbed during construction must be revegetated with native riparian plants according to a revegetation and mitigation plan submitted by the applicant and approved by the Wildlife Biologist prior to issuance of a certificate of occupancy as per §3-80.80(A)(4) of the Pitkin County Land Use Code. 12. Any revegetation and mitigation plan submitted must contain the following elements: a. The nine of the project; b. The name, address and phone number of the person preparing the Revegetation Plan; c. The naive, address and phone number of the person(s) responsible for executing the plan, d. If applicable, the availability of irrigation water and, if available, the amount of water, the name ofthe ditch company and the method of delivering water to the site; e. A brief narrative describing the planting and seeding methods; f. A description by common and scientific name of the species of plants to be used, seed ratios and source, and container size or caliper measurement of plants to be installed; g . A drawing of the site with the location of plants to be installed shown clearly. 13. Fencing outside the building envelope must comply with Sections 3-80.80(Ax10) and 3- 80.80(A)(11) of the Pitkin County Land Use Code. If you have any questions, please do not hesitate to call. Sincerely, I.o Wildlife BioIogist/Ecologist Authorization ID: SOP103 Contact ID: HOOPER, TRUST Expiration Date: Z FS -2700-9i (8/99) OMB No. 0596-0082 U. S. DEPARTMENT OF AGRICULTURE Forest Service PRIVATE ROAD EASEMENT AUTHORITY: FEDERAL LAND POLICY AND MGMT ACT, AS AMENDED October 21, 1976 THIS EASEMENT, dated this/Lday of 2003, from the United States of America, acting by and through the Forest Service, Department of Agriculture, hereinafter called Grantor, to HOOPER FAMILY TRUST, a trust organized under the laws of the State of California whose address is 11258 Hwy. 133, Carbondale, CO 81623 hereinafter called Grantee. WITNESSETH: WHEREAS, Grantee has applied for a grant of an easement under the Act of October 21, 1976 (90 Stat. 2743; 43 U.S.C. 1761), for a road over certain lands or assignable easements owned by the United States in the County of Pitkin, State of Colorado, and administered by the Forest Service, Department of Agriculture. NOW THEREFORE, Grantor, for and in consideration of the payment of an annual use fee paid by Grantee does hereby grant to Grantee, subject to existing easements and valid rights, a nonexclusive easement for use of a road, along and across a strip of land, over and across the following described lands in the County of Pitkin, State of Colorado: SEI/4 NW 1/4, Section 21, T.9 S., R.88 W., 6`h P.M. The location of said easement is shown approximately on exhibit A attached hereto. Said easement shall be 20 feet on each side of the centerline with such additional width as required for accommodation and protection of cuts and fills. If the road is located substantially as described herein, the centerline of said road as constructed is hereby deemed accepted by Grantor and Grantee as the true centerline of the easement granted. This grant is made suoject to the following terms, provisions, and conditions applicable to Grantee, its permittees, contractors, assignees, and successors in interest. A. Grantee shall comply with applicable Federal or State law and shall comply with State standards for public health and safety, environmental protection, and siting, construction, operation, and maintenance of or for rights- of-way for similar purposes, if those standards are more stringent than applicable Federal standards. B. The rights herein conveyed do not include the right to use the road for access to developments for short- or long-term residential purposes, unless and until the Grantor and the Grantee agree upon traffic control regulations, rules, and other provisions to accommodate such use of the road. C. Upon change in ownership of the land or facility served by this road, the rights granted under this easement may be transferred to the new owner upon written notification to the Regional Forester. D. This easement shall continue for as long as the property served is used for a recreation residence; Provided, That the Grantor shall review the terms and conditions of this easement at the end of each 30 -year period from the date of issuance, and may incorporate in the easement such new terms, conditions, and stipulations as 485461 Page: 1 of 5 07/16/2003 03:33P SILVIA DAVIS PITKIN COUNTY CO R 31,00 D 0.00 E, existing or prospective conditions may warrant. These shall have the same force and effect in the future as if incorporated in this grant. E. All construction or reconstruction of the road shall be in accordance with plans, specifications, and written stipulations approved by the Grantor prior to beginning such construction or reconstruction. F.Grantee shall have the right to cut timber upon the easement area to the extent necessary for maintaining the road. Timber so cut shall, unless otherwise agreed to, be cut into standard log lengths or other products as specified by the authorized officer and decked along the road for disposal by the owner of such timber. G. The Grantee shall maintain the right-of-way clearing by means of chemicals only after the Grantor has given specific written approval. Application for such approval must be in writing and must specify the time, method, chemicals, and the exact portion of the right-of-way to be chemically treated. H. The Grantee shall provide maintenance so that there is no damage on adjacent National Forest land. The Grantee shall construct and maintain lead-off drainage and water barriers as necessary to.prevent erosion. 1. Grantee shall pay annually in advance a sum determined by the Forest Service to be the fair market value of the use authorized by this easement. The initial payment is set at $75 for the remainder of the calendar year. Payments for each subsequent calendar year shall be the amount of $75 adjusted using the Implicit Price Deflator -Gross National Product index (IPD-GNP), or other factor selected by the Forest Service, to reflect more nearly the current fair -market value of the use. At intervals to be determined by certain changes in the indexes used to establish the linear rights-of-way fee schedule, the fee shall be reviewed and adjusted as necessary to assure that it is commensurate with the value of the rights and privileges authorized. Failure of the holder to pay the annual payment, late charges, or other fees or charges shall cause the permit to terminate. J. Pursuant to 31 U.S.C. 3717, et seq., interest shall be charged on any fee amount not paid within 30 days from the date the fee or fee calculation financial statement specified in this authorization becomes due. The rate of interest assessed shall be the higher of the rate of the current value of funds to the U.S. Treasury (i.e., Treasury tax and loan account rate), as prescribed and published by the Secretary of the Treasury in the Federal Register and the Treasury Fiscal Requirements Manual Bulletins annually or quarterly or at the Prompt Payment Act rate. Interest on the principal shall accrue from the date the fee or fee calculation financial statement is due. In the event the account becomes delinquent, administrative costs to cover processing and handling of the delinquency will be assessed. A penalty of 6 percent per annum shall be assessed on the total amount delinquent in excess of 90 days and shall accrue from the same date on which interest charges begin to accrue. Payments will be credited on the date received by the designated collection officer or deposit location. If the due date for the fee or fee calculation statement falls on a non -workday, the charges shall not apply until the close of business on the next workday. Disputed fees are due and payable by the due date. No appeal of fees will be considered by the Forest Service without full payment of the disputed amount. Adjustments, if necessary, will be made in accordance with settlement terms or the appeal decision. If fees become delinquent, the Forest Service will: Liquidate any security or collateral provided by the authorization. If no security or collateral is provided, the authorization will terminate and the holder will be responsible for delinquent fees as well as any other costs of restoring the site to it's original condition including hazardous waste cleanup. 2 485461 Page: 2 of 6 07/16/2003 03:33P SILVIA DAVIS PITKIN COUNTY CO R 31.00 D 0.00 Upon termination or revocation of the authorization, delinquent fees and other charges associated with the authorization will be subject to all rights and remedies afforded the United States pursuant to 31 U.S.C. 3711 et seq. Delinquencies may be subject to any or all of the following conditions: Administrative offset of payments due the holder from the Forest Service. Delinquencies in excess of 60 days shall be referred to United States Department of Treasury for appropriate collection action as provided by 31 U.S.C. 3711 (g), (1). The Secretary of the Treasury may offset an amount due the debtor for any delinquency as provided by 31 U.S.C. 3720, et seq. K. This easement shall terminate in the event an easement is granted subsequently by the United States to a public road agency for operation of this road as a public highway. L. Grantee shall pay the United States for all injury, loss, or damage, including fire suppression costs, in accordance with existing Federal and State laws. M. Grantee shall indemnify the United States for any and all injury, loss, or damage, including fire suppression costs the United Status may suffer as a result of claims, demands, losses, or judgments caused by the Grantee's use or occupancy under this easement. N. Upon termination of this easement, the Grantee shall remove within a reasonable time the structures and improvements and shall restore the site to a condition satisfactory to the Grantor, unless otherwise waived in writing. If the Grantee fails to remove the structures or improvements within a reasonable period, as determined by the Grantor, the Grantor may remove and dispose of any improvements and restore the area and all costs shall be paid by the Grantee. If the Grantor waives the removal of the improvements and restoration of the site, all improvements shall become the property of the United States. The foregoing notwithstanding, this easement is granted subject to the following reservations by Grantor, for itself, its permittees, contractors, and assignees: 1. The right to cross and recross the road at any place by any reasonable means and for any purpose in such manner as will not interfere unreasonably with Grantee's use of the road. 2. The right to all timber now or hereafter growing on the right-of-way, subject to Grantee's right to cut such timber as herein provided. 3. The right alone to extend rights and privileges for use of the road constructed on the premises to other users, provided that nonfederal users shall bear a fair share of the current replacement cost less depreciation of the road and shall reconstruct the road as necessary to accommodate their use. 4. The Grantor reserves the right to use or authorize the use of the road by other Federal agencies, without cost other than the performance or payment, as it may elect, for its proportionate share of maintenance costs. 5. The Grantor retains the right to occupy and use the right-of-way, and to issue or grant rights-of-way for other land uses, for other than road purposes, upon, over, under, and through the easement area provided that the occupancy and use do not interfere unreasonably with the rights granted herein. 6. The right to terminate this easement if the Grantor assumes jurisdiction and control of the road as a Forest Development Road and issues a replacement easement providing only for use of the road. The 3 485451 Page: 3 of 6 07/16/2003 03:33P SILVIA DAVIS PITKIN COUNTY CO R 31.00 Q 0.00 replacement easement shall be in the current standard format, which provides the Grantee the right to use the road for the purposes and for the period authorized by this easement, subject to such traffic control regulations and rules as Grantor may impose reasonably upon or require of other users of the road without unreasonably reducing the rights herein granted. The Grantor may take action to suspend, revoke, or terminate this easement under the Rules of Practice Governing Formal Adjudicatory Administrative Proceedings Instituted by the Secretary Under Various Statutes in 7 CFR 1.130-1.151. An administrative proceeding is not required when the easement terminates on the occurrence of a fixed or agreed-upon condition, event, or time. IN WITNESS WHEREOF, the Grantor, by its Forest Supervisor, Forest Service, has executed this easement pursuant to the delegation of authority by the Secretary of Agriculture to the Assistant Secretary for Natural Resources and Conservation, the delegation of authority by the Assistant Secretary for Natural Resources and Conservation, to the Chief, Forest Service, 7 CFR 2.60, and the delegation of authority by the Chief, Forest Service, dated August 16, 1982, (47 FR 36465), to the Regional Forester of each Forest Service Region under authority of Title V of the Act of October 21, 1976 (43 U.S.C. 1761, et. seq.), and the delegation of the authority by the Regional Forster to the Forest Supervisor, White River National Forest, documented in the Letter of Delegation of Authority dated May 24, 1994, on the day and year first above written. 5JUNID STATES OF AMERICA MARTHA J. K ELLE Forest Supervisor White River National Forest Forest Service Department of Agriculture STATE OF COLORADO) ) SS: COUNTY OF GARFIELD ) The foregoing instrument was acknowledged before me this Martha J. Ketelle, Forest Supervisor, White River National Forest. Witness my hand and official seal. Notary Publi ' _ _, My Commission Exp This permit is accepted subject to the conditions set out above. HOOPER FAMILY TRUST Simon WirrO-0per Date: �'_ •- 4 485461 Page: 4 of 6 07/16/2003 03:3: SILVIA DAVIS PITKIN COUNTY CO R 31.00 0 0,00 According to the Paperwork Reduction Act of 1995, no persons are required to respond to a collection of information unless it displays a valid OMB control number. The valid OMB control number for this information collection is 0596-0082. This information is needed by the Forest Service to evaluate requests to use National Forest System lands and manage those lands to protect natural resources, administer the use, and ensure public health and safety. This information is required to obtain or retain a benefit. The authority for that requirement is provided by the Organic Act of 1897 and the Federal Land Policy and Management Act of 1976, which authorize the Secretary of Agriculture to promulgate rules and regulations for authorizing and managing National Forest System lands. These statutes, along with the Term Permit Act, National Forest Ski Area Permit Art, Granger-Thye Act, Mineral Leasing Act, Alaska Term Permit Act, Act of September 3, 1954, Wilderness Act, National Forest Roads and Trails Ac'., Act of November 16, 1973, Archeological Resources Protection Act, and Alaska National Interest Lands Conservation Act, authorize the Secretary of Agriculture to issue authorizations for the use and occupancy of National Forest System lands. The Secretary of Agriculture's regulations at 36 CFR Part 251, Subpart B, establish procedures for issuing those authorizations. The Privacy Act of 1974 (5 U.S.C. 552a) and the Freedom of Information Act (5 U.S.C. 552) govern the confidentiality to be provided for Information received by the Forest Service. Public reporting burden for this collection of information, if requested, is estimated to average 1 hour per response for annual financial information; average 1 hour per response to prepare or update operation and/or maintenance plan; average 1 hour per response for inspection reports; and an average of 1 hour for each request that may include such things as reports, logs, facility and user information, sublease information, and other similar miscellaneous information requests. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. 485461 Page: 5 of 6 SILVIA DAVIS PITKIN COUNTY Co R 31.00 7�S6D203.33P 0.00 North 14W EXHIBIT "A" Hooper Family Trust FLPMA Private Road Easement Mt. Sopris, Colo Quadrangle Scale 1 to 24,000 465461 Page: 6 of 6 07/16/2003 03:33P SILVIA DAVIS PITKIN COUNTY CO R 31.00 D 0.00 DETERMINATION OF THE HEARING OFFICER OF THE COMMUNITY DEVELOPMENT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPROVING THE HOOPER 1041 HAZARD REVIEW AND SUBDIVISION EXEMPTION FOR A LOT LINE ADJUSTMENT Determination No. -2003 RECITALS 1. Hooper Family Trust (hereafter "Applicant' has applied to the Pitkin County Hearing Officer (hereafter 'Hearing Officer") for a 1041 Hazard Review approval to establish a building envelope for the construction of a single-family residence on the Hooper Family Trust parcel, and a subdivision exemption for a lot line adjustment to transfer 1.41 acres from the Fishman Family Trust parcel to the Hooper Family Trust parcel. 2. The properties are located on Highway 133, and more are more specifically described as Exhibit "A" and "B" (Hooper Family Trust and Fishman Family Trust, respectively). 3. The properties are zoned RS -30 PUD and contain 3.903 and 4.619 acres (Hooper Family Trust and Fishman Family Trust, respectively). 4. The Hearing Officer heard this application at a public hearing on September 16, 2003, at which time evidence and testimony were presented with respect to this application. S. The Hearing Officer finds that the building envelope avoids wildlife and riparian habitat areas, floodplain, avoids slopes in excess of 30 percent, and is located in a low to medium wildfire hazard area, and that the subdivision exemption for a lot line adjustment is consistent with the applicable section of the Pitkin County Land Use Code. NOW THEREFORE BE IT RESOLVED by the Pitkin County Hearing Officer that approval is hereby granted to the Hooper 1041 Hazard Review and Subdivision Exemption for a Lot Line Adjustment subject to the following conditions, which shall run with the land and be binding on all successors in interest: The Applicants shall adhere to all conditions and material representations made in the application and public meetings except as amended herein. Hearing Officer Determination No. -2002 Page 2 2. Prior to submittal for any building permits, the Applicants shall record a 24 X 36 inch mylar 1041 Hazard Review Site Plan/Lot Line Adjustment Plat in accordance with Sections 5-70-040 and 5-60- 040 of the Land Use Code. A building envelope shall be depicted on the site plan encompassing all proposed development. Community Development shall approve the site plan prior to recordation. Upon approval, the site plan shall be submitted in digital format for integration in to the County Geographic Information System (GIS) prior to submission of a building permit. 3. The applicant shall comply with the following landscaping and wildfire defensible space mitigation standards as can be accomplished within the boundariesof the property: A. Brush, debris, and non -ornamental vegetation shall be removed within a minimum 10 foot perimeter around the structure. B. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels a minimum of a 30 foot perimeter around the structure. C. Spacing between clumps of brush and vegetation within the 30 foot perimeters shall be a minimum of two times the height of the fuel. Maximum diameter of the clumps shall be two times -the height of the fuel. All measurements shall be from the edges of the crowns of the. fuel. D. All branches from trees and brush within the 30'foot perimeter shall be pruned to a height of 10 feet above the ground and ladder fuels from around trees and brush shall be removed. E. Tree crown separation within the 30 foot perimeters shall have a minimum of 10 feet between the edges of the crowns. F. All branches which extend over the roof eaves shall be trimmed and al l branches within 15 feet of the chimneys shall be removed. G. The density of fuels within a 100 foot perimeterof the structure shall be reduced. H. All deadfall within the 100 foot perimeter shall be removed. I. The applicant shall be responsible for the continued maintenance of the defensible space vegetation requirements. 4. The applicant shall comply with the following additional wildfire mitigation standards: A. Roofing: New roofs shall have a class A roof covering or a class A assembly roof system. Wood shake/shingle roof coverings and flat roofs (up to a 3:12) pitch are prohibited. B. Vents shall be screened with corrosive resistant wire mesh with mesh '/o inch maximum. C: Roofs and gutters shall be kept clear of debris. D. Yards shall be kept clear of all litter, slash, and flammable debris. E. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. F. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. G. Firewood/wood piles shall be stacked on a parallel contour a minimum of 15 feet away frorn the structure. H. Swimming pools shall be accessible to Fire Department vehicles. 1. Fences shall be kept clear of brush and debris. J. Wood fences shall not connect to the structure. K. Any outbuildings or additional structures shall adhere to the same standards as structures. L. Fuel tanks shall be installed underground with an approved container. Hearing Officer Determination No. _-2003 Page 3 M. Propane tanks shall be installed according to NFPA 48 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any above- ground tank. Any wood enclosure around the tank shall be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. N. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. O. Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. P. New utility lines shall be buried. CS. No development, including grading, excavation, fill placement, berming, landscaping, entry or ranch gates, and vegetation removal or disturbance shall occur outside of the approved building [and/or] development envelope except for access and wildfire mitigation. Construction, staging, parking, utility and driveway extension and maintenance shall occur within approved building, or access driveway. 6. Prior to application for building permit the applicant shall provide for review to the County Engineer a trip generation and construction trip generation study for any free market residential structure exceeding 5,000 square feet. A traffic -engineering consultant hired by the applicant and pre -approved by the County Engineer shall develop this study. 7. Pursuant to Ordinance No. 022-2000, the Applicants are subject to the Fair Share Requirements and shall pay a road impact fee. S. Prior to commencement of any earthmoving or construction activity, the Applicants shall stake the comers of the building envelope and install construction fencing around the perimeter of the building envelope. The fencing shall remain in place until issuance of Certificate of Occupancy. No vegetation shall be damaged or removed outside the building envelope. 9. A Drainage and Erosion Control Plan shall be submitted by the Applicant and approved by the County Engineer prior to building permit submission. 10. The Applicant shall comply with the 2001 Wildlife Protection Ordinance No. 010-2001 for waste storage. Compliance with the condition shall be verified by the Pitkin County Wildlife Biologist prior to issuance of a certificate of occupancy. 11. Dogs must be kenneled or enclosed within a fenced yard as per section 3-80-080(c)2 of the Land Use Code. 12. No riparian vegetation inside or outside of the building envelope (e.g. cottonwoods, willows, alder, etc.) shall be damaged or removed as per section 3-80-080(G)3 of the Land Use Code. 13. Any riparian vegetation disturbed during construction must be revegetated with native riparian plants according to a revegetation and mitigation plan submitted by the Applicant and approved by the Wildlife Biologist prior to the issuance of a certificate of occupancy as per section 3-80- 080(A)4 of the Land Use Code. 14. Any revegetation and mitigation plan must contain the following elements: 4 Hearing Officer Determination No. _-2003 Page 4 a. The name of the project; b. The name, address and phone number of the person preparing the Revegetation Plan; c. The name, address and phone number of the person(s) responsible for executing the .plan; d. If applicable, the availability of irrigation water and, if available, the amount of water, the name of the ditch company and the method of delivering water to the site; e. A brief narrative describing the planting and seeding methods; f. A description by common and scientific name of the species of plants to be used, seed ratios and source, and container size or caliper measurement of plants to be installed; g. A drawing of the site with the location of plants to be installed shown clearly. 15. Fencing outside the building envelope must comply with §3-80-080(A)(10) and §3-80- 080(A)(11) of the Land Use Code. 16. Any areas disturbed outside the building envelope must be revegetated with native vegetation according to a revegetation plan submitted by the Applicant and approved by the County prior to issuance of a Certificate of Occupancy. 17. The existing shed located outside the building envelope must be relocated inside the building envelope, or removed prior to issuance of certificate of occupancy. 18. Floor area shall be limited to 5,750 square feet exempt from growth management or use of TDRs. 19. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County Land Use Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use Code, § 4-140 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on September 16, 2006. 1. 3 RF,MAtNING PARCCI, R PROPERTY DESC:IUPTION A PARCL•:I, OF LAND SITUA'FF.n IN T11ENRt/4NWl/4 OF SUCTION 21, I'OWNSHIP 9 SOUTH; RANGE 88 WI ST OF TYPE SIXF't; PRINCIPAL MERIDIAN, SAID TRACT BEING MORE PARTICULARLY DESCRIBED AS FOLLOW,: 111?GINNING A'f A BUREAU OF I.AND.MANAGEMF:N iBRASS CAP FOUND IN PLACE AND PROPERLY MARKED FOR TIIE SOUTIIWEST CORNER OF SAID NEI/4N Wl/4; THENCE S 89°47'20" E ALONG 1HL•' SOUTHERLY I,INL-or. SAID Nr,1/4NWI/4 A DISTANCE OF 443.70 DEET, THE POINT ril. ur.GiNNiIVC-; THENCE LEAVING SAID SOUT,EIERLY TSL; N fl4001'40" E A DISTANCE OF 6.63 FF -L' -r; T" NCL' S 89°22'00" W A DISTANCE, OF 205.96 F=. TO A POINT ON I'EII: EASTLKI,'( RIGi•I T -OF WAY. OF COLORADO WG1IWAY NO. 133; 11113- AI.ONG SAID RIGHT-OF_WAY N 19052'05"E A DISTANCE OF 202.56 rEI:g. THENCE CONTINUING ALONG SAID RIGHT -0I•-WAY ALONG A CURVE: 1'O THE LEF' T RAVING A RADIUS OF 1351.16 FEh;I' AND A CENTRAL, ANGLF. OF 06°47'57" A DISTANCE OF 160.34 FEET (CUORD BEARS N 19*12'29" 1:16025 F&"1); THENCE LEAVING SAID RIGHT-O&WAY S 73013W" E A, DISTANCE OF 204.76 FF.E;I;1IJlF�10E S 8505238" E A D1STANCF OF 64.16 FELT- THENCE N 5005730" E A DISTANCE OF 100.00 FEET; THENCE X 6301216" E A DIS'T'ANCE OF 50.51 MEET; '[HENCE, S 2604744" E A DISTANCEOr- 200.21 FEET- 'F FiCNCF S 14°5752" E A DISTANCE OF 18554 FFXr, TIiF.NCL S 89°22'00" W A DISTANCE OF 94.40 FEET; THENCE S 10021156" F A DISTANCE OF 11.75 FEET TO A POINT ON THE SOUTII.ERLY LINE OI' SAID N1s1/4NWI/4; THENCE ALONG; SAID SOUTHFRLY LAVE N 89047'20" W A DISTANCE, OF 342.00 FEET TO THa mimr OiI BEGINNING, SAID PARCEL Or LAND CONTAINING 3.903 ACRES MORF, OR LESS 1517 HIakeAv nuc, Sir. J01 14 /nvrmr.-/)rift: &.Tf, &e. D-136 Glen.#d Sprjagv, CO 81601 EnTle—wool, CO 80111 Grrnlil Janciiru, CO 80SU/ phone 970 943-8676 • fiar 970 945-25.55 phone 303 915-0544 -fax ?0? 925-0547 phone 970 85,Y40933 qw REMAINING PARCEL A PROPERTY DOCRIE'IION A PARCEL OF LAND SITUATED IN THE NEI/4NWI/4 OF SECTION 21, TOWNSIIIP 9 SOU7111, RANGE 88 WEST OF THE SMM PRINCIPAL MERIMAN, SAID TRAC7f BEING MORE PARTICULARLY DESCRIBED AS FOU OWS: BEGINNING AT A BUREAU OF LAND MANAGEhMNT 13RASS CAI' FOUND IN PLACE AND PROPERLY MARKED FOR THE SOUTHWEST CORNER OF SAID NE114NW1/4; TBINCE S 89°4720" E ALONG THE: SOUTHERLY LINE OF SAID NEI/4NWI/4 A DISTANCE OF 443.70 FEET, TIIENCF LEAVING SAID SOLMIERLY LINE N 09°01'40" F A DISTANCE OF 6.631•T:ET; THFNcr. S 89022'x" W A DISTANCE OF 205.96 M,7- TO A POINT ON THE EASTERLY RIGHT-OF-MrAY OF COLORADO MGi IWAY NO- 133; TiiMCE ALONG SAID RIGHT -W -WAY N 18°52,05" E A DISTANCE OF 202.56 i'IiET; THENCE CONI INUINIOr " ALONG SAID RIGI IT -OI =WAY ALONG A CURvr_ TO THE LF.IT IIAVING 'A RADIUS OF 1351.16 FEET AND A CENTRAL ANGLE OF 06°4757" A DISTANCE CIF 16034 M -r (CHORD I3TARS N 1901229' E 160.25 Mn THE POINT OF Bl , THENCE THE FOLLOWING SEVEN (7) COURSEs�. ALONG SAID RIGHT-OF-WAY: 1. ALONG A CURVE TO TIIEi LEFT HAVING A RADIUS OF 1351.16 FEET AND A CEWrRAL ANGLE OF 01a19'29" A DISTANCE-: OF 3124 Ff'T (CHORD BEAMS N 1508'46" F 3:1.24 FEET) 2 ALONG A CURVE TO THE RIGETI' HAVING A RADIUS OF 1306.00 FFH f AND A CINMAL ANGT,E 01" 00038'46" A DISTANCE OF 14.73 FF.L-T (CIJORD HEARS N 14.05'13" E 14.73 FF+ --I) 3. N I504735"' E 109.80 FFZr 4. N 13023'05"' E 20210 FEFT 5. N 15040'05"' E 29030 FELT 6. ALONG A 4': 6. S 03030'13" W 51.42 ITET 7. S 18014`14" E 12426 I-EET S. S 15°46`33" F.147.32 FEFr 9_ S 2605225" E 11556 FRET 10. S 2604744" E 2597 FEET THENCE LEAVING SAID CENTERLINE S 63'12'16" W A DISTANCE OF 50.51 -p-L"Lr; 7E- fNCL' S SO°573V W A DISTANCE OI;100.00 DEET; TtmqCE N 85052'38" lid A DISTANCE OF 64.16 FEE I; MIENCE N 73013W- W A DISTANCE OF 204.76 FEET TU TIIE poo OF BEGINNING, SAID PARCEL OF LAND COPITAINING 4.619 ACRD MORE OR LESS. REMAINING PARCEL A PAGE Hearing Officer Determination No. --2003 Page 5 NOTICE OF THI: PUBLIC HEARING PUBLISHED IN THE ASPEN TMES WEEKLY ON THE 16th DAY OF August 2003. APPROVED ON THE 16th DAY OF September 2003. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY_ RIGHTS IN THE ASPEN TIMES WEEKLY ON ATTEST: Janis Taylor, Administrative Assistant APPROVED AS TO FORM: John Ely, County Attorney Case #P082-03 PID# 264921200003 & 264916300007 HEARING OFFICER OF PITKIN COUNTY, COLORADO James R. True, Hearing Officer Date: APPROVED AS TO CONTENT: Cindy Houben, Crk- Community Development Director k , % CL . ) � |■§'§ " +! f� o N Oct �G� LL ( � § LL � � � NEW # ) � ( � § � § ( a m� \d }\ \) — § § , 4 \ k 2 � ) \ \ SL 3 : - - ƒ N ■5! |_ §)§e�§ !§ � � \ \ - L \ \ § 2 \ — . ( , ���---}---- --- -- � q\ e--------------�!!� / § +-----------�-----�--- 2 � \ ZA 6-9 �-----�----- — \ �lw� �- -- — -- — -- — -- — - -- — � % q � ) \ \ SL \ § 2 \ — . ( , ���---}---- --- -- � q\ e--------------�!!� / § +-----------�-----�--- 2 � \ ZA 6-9 �-----�----- — \ �lw� �- -- — -- — -- — -- — - -- — � % \ \ SL 3 : - - \ ( \ \ - L \ § ) � \ � § /§ - In !: !/ ! I!Il�llll�lflllllll � ` � I I �jllllll Iii �i� �� �� I �INF�L1 4C'ATR 111=10' I COPYRIGHT DRAWN BY DA — M N � � o °O o W CN OCD `.d L7 0 a° ¢ Q - Zw CcN W �00 u00 M U �o M p, �x � a DRAWN BY DA TE06;�A 16/04 REVISIONS 3/3/06 PHIvIQ' SCALE AS SHOWN DRAWING ISDS PLAN AS -BUILT `.d M M oc HO TE06;�A 16/04 REVISIONS 3/3/06 PHIvIQ' SCALE AS SHOWN DRAWING ISDS PLAN AS -BUILT ll,! ! / I I i I1 111111 1 o o ��'� I II � � � i 1111'11 111111 I� \\ - _ \ IIII\ •� \ Villi t i i ' I I I i�f--I I Illli,liil _ _ �\� �,� \ •. o J)\� co - \ z nom./ O I BUILDING ENVELOPE SEP TIC T i PROPERTY LINE js1►11 IIII IIII /Il'�'11' �/T Milt III] illllll//, \ ` ` l IIII IIII�III I\� ��lQ /, IIIIII�1111j11�II\ v�k�Llu1d11�1.11�, / 1 11 LEACH FIELD'S 111,1 it V T I �ailli�li -� CROSS HATCH INDICATES WELL SETBACK AREA A. CALCULATIONS EQ -36 TRENCH 1. PERCOLATION RATE = 28 MPI AVG. (H.P. GEOTECH JOB NO. 1Q3 662) 2. DESIGN FLOW = 3 BEDROOMS X 2 X 100 X 1.75 = 1:050 GALLONS PER DAY (< 6,000 SF RESIDENCE) 3. REQUIRED SEPTIC TANK CAPACITY = 1,050 X 1.25 = 1,3125 GALLONS USE ONE - 1,500 GALLOf�' TWO COMPARTMENT CONCRETE SEPTIC TANK v/ 4 ABSORPTION TRENCH A EA REQUIRED - S- ^N" s A = (1050 / 5) * T- NOTE 81/2 = 1,112 SF l ?�� WATERLINE CROSSINGS REQUIRE THAT THE DRINKING WATER OR 5. (INFILTRATOR TR CI NSTALLATION (EQ 36): ✓ WASTEWATER PIPE BE ENCASED FOR AT LEAST TEN (10) FEET / 1112 SQ. FT / 31.93, SQ.FT. PER UNIT ,= 35 UNITS -MIN. OF EACH SIDE OF THE CROSSING OR PLACE WHERE COMPONENTS 35 UNITS * 8.43 LF / UNIT = 296 LF OF TRENCH MINIMUM. ARE CLOSER THAN TEN (10') FEET. PIPE OF SCHEDULE 40 RATING 6. WELL SETBACK DISTANCE OR BETTER MUST BE USED, OF SUFFICIENT DIAMETER TO EASILY 100 + 8 * (1113-1000/100) = 102 FEET SLIDE OVER AND COMPLETELY ENCASE THE LINE. RIGID END CAPS OF AT LEAST SCHEDULE 40 RATING MUST BE GLUED OR SECURED 7. DITCH, STREAM AND POND SETBACK DISTANCE IN A WATERTIGHT FASHION TO THE ENDS OF THE ENCASEMENT 50 + 8 * (1113-1000/100) = 52 FEET PIPE. THERE MUST BE A HOLE OF SUFFICIENT SIZE TO ACCOMMODATE 8. WATERLINE SETBACK DISTANCE THE PIPE IN THE LOWERMOST SECTION OF THE RIGID CAP SO THAT 10 FEET TO TANK, 25 FEET TO FIELD THE CONVEYANCE PIPE RESTS ON THE BOTTOM OF THE ENCASEMENT PIPE. THE AREA IN WHICH THE PIPE PASSES THROUGH THE ENDCAPS MUST BE SEALED WITH AN APPROVED UNDERGROUND SEALANT 8. GENERAL NOTES COMPATIBLE WITH THE PIPING USED. i. ONENATURAL GGROUND (NOT INHFILL)BANDEBACK+FILL 0.1 FEET), MUST PROVIDE POSITIVE DRAINAGE AWAY FROM THE TRENCH SYSTEM. 2. THE $EPTIC TANK SHALL BE LOCATED AT LEAST FIVE FEET AWAY FROM THE RESIDENCE. 3. THE PIPE FROM THE RESIDENCE TO THE TANK MUST BE INSTALLED AS FOLLOWS: THE PIPE MUST BE INSTALLED STRAIGHT IN ALIGNMENT AND GRADE. IF A CHANGE IN ALIGNMENT OR GRADE IS NECESSARY, A CLEANOUT WILL BE REQUIRED AT THE CHANCE, THE MINIMUM GRADE OF THE PIPE MUST BE 1/4" PER FOOT THE PIPE MUST BE A MINIMUM OF ASTM 3034 PVC PIPE. A MINIMUM OF 1 CLEANOUT SHALL BE INSTALLED AT THE LOCATION WHERE THE PIPE LEAVES THE RESIDENCE. THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 4. THE PIPE FROM THE SEPTIC TANK TO THE INFILTRATOR TRENCH SYSTEM MUST BE INSTALLED AS FOLLOWS: THE MINIMUM SLOPE OF THE LINE MUST BE 1/4" PER FOOL THE PIPE SHALL BE A MINIMUM OF ASTM 3034 PVC PIPE: THE PIPE SHALL BE A MINIMUM OF 4" IN DIAMETER. 5. USE RISERS TO BRING THE SEPTIC TANK ACCESS WITHIN 6" OF FINAL GRADE. 6. ALL MATERIALS, INSTALLATION PRACTICES AND SETBACK REQUIREMENTS SHALL COMPLY WITH PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. Z INFILTRATOR COMPONENTS TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS. 8. PROVIDE INSPECTION PORTS AT THE END OF EACH TRENCH. 9. PROVIDE EFFLUENT FILTER IN SEPTIC TANK OR EFFLUENT LINE TO FIELD. NATURAL BACKFILL EQUALIZER 36 UNIT 'qPP, NATURAL GROUND r T 22" M E036 TRENCH DETAIL NOT TO SCALE HA TCH INDICA TES CREEK SETBACK AREA t II II II 1 Il I'I II t I �' j�s—r 7- i . II I I II Il I I \. Illlllllili�lllflll/�� \� �� � •, ' ll, i l/ l,ll 1 1 1 � � �AR t i • loll/Ill'�lll/�lll � i ,' �` � �� � , PROPOSED tI11111'Itli'lllllttl'I''I; ( i DoA i III I II II I , HOUSE 1 1 1 1'1'1III111 IIII t 11'1111'1 TRENCOHESOF 0 53.85 W/ I III' 1 I II I I I l) II INV=54.60 / EXISTING�; l; ; �/ 53L " 3CNED4 dUT�55.13 l (l l!/ 1 1 1 1 0\ LAE OF INS LA ON C HOUSE ' '�" ` Q j 1 1 I�� l I l W ,� r�RIOR o MIN. I \ /f I( 11 l © v 1'182% SC ED40-- CICLEAN= 7 W/In 12' OF H USE- / ill l ` \ \ ✓ I 30.9' L \ F CH FIELD I \ IITRATOR TRENCHE! IIII \ \ © \I `296 LF 35 UNITS J SCALE: F'= 100' PLAN MLED TO _— MANHOLE L BACKFILL OVER COVER OF MANHOLE. SECTION NY ENONEER OF HIGH WATER TABLE BFORE FINAL INSTALLATION OF TANK 0 UNE CONNECTIONS TO TANK. SEPTIC TANK DETAIL NOT TO SCALE 11111 / 11�\\VA y X 66 �10 5 4 \ I tj / AVD�EXIET RTEES� SHALL INLET E W.?HIN I IN. OF TOP OF TANK. INSTALL OUTLET FILTER W TANK ,� _ OR BETWEEN TANK AND FXW. J _OUnET 0 /-7 -M-3y 14" INVERT 70 BOTTOM OF EXTENSION / '��,� /'-•.,,may /A I,.,, If OR OUTLET FILTER ODER. THIS DRAWING SHOWS ALL EXISTING WELLS WITHIN SETBACK ;"- DISTANCES (INCLUDING ON SURROUNDING PROPERTIES), CONTOUR IN f �� ALL PROPOSED AND EXISTING BUILDINGS, PROPERTY LINES, DITCHES, SLOPES OF GREATER THAN 159, WATER LINES, SPRINKLER SYSTEMS, SPRINGS, SUCTION (IRRIGATION) LINES, DRINKING WATER CISTERNS, DRAIN TILES, IRRIGATION DITCHES, LAKES, PONDS, WATER COURSES, STREAMS, FLOODPLAINS, FLOODWAYS, DRY GULCHES, OR EXISTING SEPTIC SYSTEMS, AND ALL SUCH FEATURES ON NEIGHBORING PROPERTIES WITHIN SETBACKS. YEAR FLOOD PLAIN SCALE: 1" = 20' YEAR FLOOD PLAIN 1''1' \ 32W51 COPYRIGHT DRAWN BY DA REVISIONS XX SCALE AS SHOWN DRAWING ISDS PLAN NOTES and DETAILS i SHEET M N F� \10 o 000 °1 W CD Qw W oCoa �Co M rn M p� o� DRAWN BY DA REVISIONS XX SCALE AS SHOWN DRAWING ISDS PLAN NOTES and DETAILS i SHEET