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HomeMy WebLinkAboutpitkin.eh.272929203005 (2007)Pitkin County Environmental Health & Natural Resources 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 # 07013 Parcel ID # 2729-292-03-005 Type of permit New(X ) Repair( ) Addition/Remodel to House( ) Name of Owner David Parks & Laurie Farber Street Address 170 Beaver Drive, Carbondale Property legal description Size of lot 0.404 Water source Private well # of bedrooms in house 3 Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address All Service Lot A-5 Redstone Ranch Acres Total square footage of the house 1700 sf # of offices, lofts & similar Total square footage of the car, e # of offices, kfor m THREE Bedrooms (Permit atio PO Box 2844, Glenwood SprAfs, CO 81602 dooms in house nit ilar size o i� etaker unit n Perc rate 0.8 LTAR Profile hole depth 13 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1000 gallons Minimum Absorption area Comments > 13 ft 985 sf Septic permit approved per compliance with the engineer design and specifications dated November 27, 2006, Project # 1274. 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. Design is for a 1250 gallon two-compartment septic tank with an effluent filter with gravity flow to a drywell 20'X20' X 8' deep with 2 -ft of sand. The bottom of the drywell can be no deeper than 9 ft below the surface. 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encou Permit approved by: 1 Date: z n -7 Plans and specifications of the proposed 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. Expiration Date: Installer: Final approval: License Number: Date: PITKIN COJNTY 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 DAVkj ark -S La(A/-IeT�Lr Owners Mailing Address i0?i0 ppQl,� L1 4-� �J �, City, State, Zi Orv\ALIGt E V(%) 32 - S ( Business Phone: X02 -Sit - 2 loS Home Phone: 402 - SS - S 143 E-mail Address:a_rL-5 eo>e . Primary Contact Person (all communication regarding this permit will go through this person) Name N ov\ CA Sevvdl/1 Com an 9 \�.% . Go-^ lit Are -W Contact Mailing Address ?6 5e)>z &0 3 City, State, Zip L4 r rC401 . 60 31&Z3 Business Phone: - 6(o 3, 2 33 9 Cell Phone: Fax: '70 3 - Z3 31 E-mail Address: Nan yam So it s • ^� Parcel ID # (available from assessor's offic at 920-5160 or at' Nww.pitkinassessor.orq ) Building Permit # (if available) Street address of property 1 O 2 7 211 -211 2-D�)-00a ,r -v 1) f-1 tee. Legal Description: Lot - J ,Block Filing Subdivision Size of lot: O. 140 acres. Type of proposed structure: 5t n (C Total square feet of house o0 # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker u Permit is for: New Home (�) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well (`Z ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name 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 the 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, sakes, 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 Date Received by _r-' Receipt # Date �- -07 G:lisdslisds applicVsdsapp rev072904.doc MT 110 Box 2844 Glenwood Springs, CO 81602 1 970.618-5033 Fax 303-216-2796 November 27th 2006 David Parks and Laurie Farber C/O Nancy Smith. 620 North 47th Street Omaha, NE 68132-2512 Q0 Project No. 1274 Subsurface Investigation and Onsite Wastewater System Design, Proposed Residence Lot A5, Redstone Ranch Acres 170 Beaver Lane Pitkin County, Colorado David and Laurie, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Redstone Colorado, in an area where OWS and wells are necessary. SITE CONDITIONS A single-family, 3 -bedroom residence, having less than 2000 SF is being proposed. The lot is presently vacant, with the exception of a well located to the north of the proposed residence and drain field. The proposed drain field area slopes 5% to the northwest, and vegetation consists of a full cover of native plants and aspen trees. SUBSURFACE The subsurface was investigated by digging one profile pit 13 feet deep. Due to the space restrictions, and the anticipation of a `drywell' OWS design, no percolation holes were dug. The materials encountered in the profile pit consisted of 1 -foot of a sandy loamy root zone, underlain by clayey, silty, sand (sandy loam to loam) with occasional gravel and cobble to the maximum depth explored of 13 feet. Groundwater or bedrock was not encountered. An LTAR of 0.8 gals/day will be used to design the OWS. A gradation analysis is included. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 450 GPD. The installation must include a 1250 -gallon, two-compartment, precast concrete septic tank, with an effluent filter. Tank alternatives may be considered. One `drywell' must be constructed as indicated on plans. The drywell must be 20 -ft by 20 -ft, and must be 8 feet deep, for a total area of 1006 SF. One foot of backfill is required to be placed on drywell, hence requiring a 9 -foot excavation. Perforated PVC laterals, '/2 to 2 t/2 -inch gravel, and 2 -feet of sand filter material, must be used in the drywell construction. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. Subsurface Investigation and Upgrade OWS Design Project No. 1274 11/27/06 Page 2 OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ADO REC Sincerely,�: 0.0 HE�,����� A7yvlRt. septic, LLC ev' d Tiz Richard H. 3 copies 0 O N 4t O M W r- M < M N Cl— O BUISSOd a We in c L a0 m v CL >+ Z w -- z ,a) o coo ti UJ w D a�U) coot 7 'M7 '� ■ MAIM LEVEL ML/�M 1316 50. PT. LIVING 5PAGE NORTH i 410-06 .•. Awl' � LOWER LEVEL PLAN ® 1/5' = I' -O" 836 S.E. TOTAL, 360 S.F. FUTURE LI�/ING SPAGE NORTH Pitkin County Environmental Health Department Contact Log Sheet Name: G�- Parcel ID#: Address: Date Person Spoken To _ Comments /_Action to be Taken Initials Time © * * * COMMQATION RESULT REPORT ( MAR. 22. 2009:48AM ) * * P. 1 FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : MAR.22.2007 9:46AM FILE MODE OPTION ADDRESS RESULT PAGE -------------- - - ---------- -- -- - --- ---- 095 MEMORY TX TIM PETZ OK 1/1 ---------------------------------------------------------------------------------------------------- REASON FOR ERROR E-�) HANQ UP OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION Pitkin County 1=nvironmental Health & Natural Resources 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 # 07013 Parcel ID # 2729-292-03-005 Type of permit Name of Owner Street Address Now(X ) Repair( ) Addition/Remodel to House( ) David Parks & Laurie Farber 170 Beaver Drive, Carbondale _ Property legal description Lot A-5 Redstone Ranch Acres Size of lot 0.404 Total square footage of the house 1700 sf 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 D�s�ned forwF�at�troon'is'' Ii't�- _:.�.�.�.�.��e�.�:�t�?�?',' .. ,... -'+,• -:'r•.. _.... ....... ... _.... .:....._ .,..__-__- _._.__._.....:...-. Permit information Designed by All Service Septic Mailing Address PO Box 2844 Glenwood Springs, CO 81602 Pero rate 0.8 LTAR Profile hole depth 13 ft Depth to groundwater or bedrock 13 ft Minimum Septic tank capacity 1000 gallons Minimum Absorption area 985 sf Comments: Septic permit approved per compliance with the engineer design and specifications dated November 27, 2006, Project It 1274. 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. Design is for a 1250 gallon two-compartment septic tank with an effluent filter with gravity flow to a drywell 20'X20' X 8 'deep with 2 -ft of sand. The bottom of the drywell can be no deeper than 9 ft below the surface. 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. The owner has the resppnsibility that all components are inspected and maintained on a regular basis by quafifled personnel. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by-Y� 6i�� c c _ . to / Date: 1 d 7 Plans and specifioations of the proposed individual sewage disposal system have been reviewed and are considered satisfactory- Permission i* 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. Expiration Date: Installer: License Number: * * * COMMOATION RESULT REPORT ( MAR. 22. 2009:47AM ) * * P. 1 FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : MAR.22.2007 9:46AM FILE MODE OPTION ADDRESS RESULT PAGE ----------------- --------------------------------- -- ----------------------- 094 MEMORY TX 9632339 OK 1/1 ---------------------------------------------------------------------------------------------------- REASON FOR ERROR E-1) HANG UP OR LINE FAIL E-2) BUSY E- 3) N O A N S W E R E- 4) N O FACSIMILE CONNECTION Pitkin County Environmental Health & Natural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 1 FAX 970-920-5077 Permit # 07013 Parcel ID # 2729-292-03-006 Type of permit New(_X ) Repair( ) Addition/Remodel to House( ) Name of Owner David Parks & Laurie Farber Street Address 170 Reaver Drive, Carbondale Property legal description Lot A-5 Redstone Ranch Acres Size of lot 0.404 Total square footage of the house 1700 st Water source Private well #,-of bedrooms in house 3 # of offices, lofts 8, 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. :4 roonisw(Ilist_—�HL..Bjeyraain� ..,.. ' _ _....__ _............. _ — .- -- -- Permit information Designed by All Service Septic Mailing Address PO Box 2544, Glenwood Springs, CO 81602 Perc rate 0 LTAR Profile hole depth 13 ft Depth to groundwater or bedrock 13 ft Minimum Septic tank capacity 1000 gallons Minimum Absorption area 985 sf Comments Septic permit approved per compliance with the engineer design and specifications dated November 27, 2006, Projeet # 1274. 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. Design is for a 1250 gallon two-compartment septic tank with an effluent filter with gravity flow to a drywell 20' X20' X 8 ` deep with 2 -ft of sand. The bottom of the drywell can be no deeper than 9 tt 1:)olow the surface. 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel_ Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area- Tho use of native plants is strongly Permit approved by�l�ira c c T� Date: z o Plans and specifications of the proposed 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 Cate 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. Expiration Date: Installer: License Number: SEPTIC SYSTEM APPLICATION CHECKLIST NOTE: SEPTIC: PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE DOCUMENTS AND INFORMATION BELOW HAVE BEEN RECIEVED. Each box should tie checked to indicate the following have been completed, or submitted as part of the application. Only one copy of each document is necessary. VCompleted application form. Engineer design stamped by a Registered Professional Engineer (RPE) registered in the State of Colorado. ✓o Design must be based on the Pitkin County ISDS Regulation, Revised 2001. This design should be on a site map (1" to 20' scale) that must include locations of all existing and proposed wells, location of perc tests, contour intervals, all proposed and existing buildings, property lines, ditches, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, all water courses, floodplains, floodways, dry gulches and existing septic systems. The map must include all such features on neighboring properties within setbacks. o An individual may provide ISDS engineering services for themselves provided the dwelling the ISDS serves is his/her primary residence, but an Owner/Builder Acknowledgement must be signed ,I at submittal. See Pitkin County ISDS Regulation Article 4, Section 6.28.110. yj vin Environmental Health & Natural Resources has been notified and given an opportunity to visit the site at the time of soil testing. 1 Soils report provided by an RPE: o Percolation tests (must a conducted by an RPE). 1��j ECEIV ✓o Soil profile. ��C� � o -n Ov�OJ I e FIE 8 2. 0 j LLIBuilding floor plans. Plans should be 11 "x17" and legible. ry Land use development approval (from Community Development): o Recorded 1041 Hazard Review Site Plan designating the approved building envelope. If the property is "1041 exempt," please have Community Development confirm this by e -mailing our Department at: aliciag@co.pitkin.co.us. o Copies of all land use development approvals (or other recorded document) pertinent to location of the septic system, or pertaining to the property's water supply (e.g., BOCC Resolution, HO Decision). Proof of adequate water supply. Generally, this will include: o For private wells (well must be drilled before septic permit can be issued): ■ Well driller's report. Well permit (issued by the Colorado Division of Water Resources) and final augmentation plan (if required). o For community and non -community public water systems: ■ Letter from the Water District confirming they have sufficient water to supply the development and have agreed to do so. o For surface water diversions: ■ Proof of decreed water rights. ❑ Proof of adequate water quality. cw-ia `-I s�� o Bacteriology test results. (Aspen Consolidated Sanitation District and Snowmass Water & Sanitation District perform this test locally). Fee. The ISDS Permit fee is $600*; the flat fee covers the first 6 hours of processing. An hourly rate of $100 will be charged beyond the first 6 hours, up to $1,000. The "tank only" fee is $150. Please make check payable to: Pitkin County Environmental Health & Natural Resources Department. `There is an additional $175 Administrative Fee for ISDS Permits in the Town of Snowmass Village. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or Environmental Health & Natural Resources Department for further information. G:\isds\isds applic\isds. ckist 090$06.doc 501218 IIIiI Page: I of 5 08, VIII IIIllill I ��III III Ill II 11 2b SILVIR DAVIS PITKIN COUNTY CO R 0. D 004 03.21 00 D 0.00 DETERMINATION OF THE HEARING OFFICER OF THE COMMLfi'17. IPY DEV EL0PMNT DEPARTMENT OF PITKIN COUNTY, COLORADO, APPRON71NG THE BRUNTON 1041 HAZARD REVIEW Determination NoZ-2004 RECITALS I . Veryl Brunton (hereafter "Applicant") has applied to the Pitkin County Hearin- Officer (hereafter "Hearint, Officer") far 1041 Hazard Review approval to establish a building envelope fora single- family residence. 2. The property is located on Beaver Drive, and is described as Lot A-5, Redstone Ranch Acres Subdivision. 3. Tile property is zoned APR -10 and contains 0.4 acres. 4. The Hearin- Officer heard this application at a public hearing on August 17, 2004, at which time e yr e i ae i r rare d t t 4r +• Id ice: and t\Jtiliaiili`y Vv I presented with r'vSpvv� to tors application. 5. The Hearing Officer finds that the proposal is in compliance with the applicable Standards 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 Brunton 1041 Hazard Review subject to the following conditions, which shall run with the land and be binding on all successors in interest: The Applicant shall adhere to all conditions and material representations made in the application and public meetings except as amended herein. Prior to submittal for any building permits, the Applicant shall record a 24 X 36 inch mylar 1041 Hazard Review Site Plan and Plat Ainendmeht in accordance with Sections 5-70-040, 5-40 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. The Applicants shall obtain an access permit from the County Engineer prior to commencement of construction for the driveway. The driveway shall meet the standards of the Pitkin Court, Asset Management Plan. The Applicants shall comply with the following landscaping and wildfire defensible space mitigation standards as can be accomplished within the boundaries of 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 (or to the properly boundary). Aspen trees may remain. C. Existing and installed tree crown separation within a 30' perimeter shall have a minimum of 10' between the edges of the crowns, except for aspen trees, where crown spacing; may r Hearing Officer Determination No. -2004 Page 2 501218 II I!Page: 2 of 5 III) 08/26/2004 03:21 I II I II III I IIIIII 111111 lIII lIII IIIIIII I II lIII I! SILVIR DAVIS PITKIN COUNTY CO R 0.00 D 0.00 be 3'. However, no aspen trees may be within 10' of the proposed structures. New or installed coniferous trees may not be within 12' (as measured from the edge of the crown) of the proposed structures D. ilii 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. All thinned snowberry, serviceberry, or chokecherry stumps must be painted with Garlon® (or equivalent) herbicide to prevent aggressive re -sprouting. F. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. G. From the 30' around the house, out to the 70' perimeter (or the property boundaries), brush and shrubs shall be thinned to 1 times the height of the fuels. H. All deadfall within the 100 foot perimeter shall be removed. 1. The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. The Applicants shall comply with the following additional wildfire mitigation standards: A. Roofing: New roofs shall have a Class A roof covering or a Class A roof assembly. Wood shake/shingle roof coverings are prohibited. Flat roofs (up to a 3:12 pitch) are prohibited unless they comply with the following. 1. All roof coverings shall be non-combustible Class A materials as defined in the Uniform Building Code (UBC) 1997 Section 1504 (wood shake/shingle roof coverings are prohibited) and installed on a Class A roof assembly. 2. All roof coverings shall have a surface that shall facilitate the natural process of clearing the roof. 3. All roof designs shall facilitate the natural process of clearing roof debris. Protrusions above the roofline, such as parapets, shall be prohibited. 4. Roofs shall be installed as reauired by UBC 1997 Chapter 15 and shall have a minimum slope of 1:48. 5. All roof designs, coverings or equivalent assemblies shall be specifically approved by the Fire Marshall prior to submittal of a building permit application. B. Projections: 1. For projections below the roof line (including, but not limited to: exterior balconies, decks, porches, cantilevered floor projections, and bay windows which extend over a flat or sloped surface) the open space between grade and the underside of projections below the roofline shall be enclosed by solid, vertical walls. Mese walls shall be constructed with materials approved for one-hour fire -resistive construction on the exterior side of the wall and shall extend from the top of grade to the underside of the floor decking or walls of the projection, OR: 2. Any porch or deck or projection shall be void of vegetation below it, and areas below such projections shall be protected from accumulation of vegetation materials by placement of a vegetation barrier covered with rocks or gravel, or by coverage with concrete or stone. Walls underneath projections shall be constructed with materials approved for one-hour fire - resistive construction on the exterior of the side of the wall, Pillars or Ir Ln Hearing Officer Determination No.0 -2004 Page 3 ���Ilf l 11 P 01218 age: 3 of 5 I P lit08 /26 SILVIA DAVIS PITKIN COUNTY CO %2004 03.21 R 0.00 [) 0.00 columns shall be of non-flammable materials, or if wood, made out of heavy log constriction and treated with a fire retardant. The underside of any porch, deck or projection shall be sheathed in I -hour fire resistive materials, or with fire -retarded. �. An alternative for a deck or porch is use of non-flammable hardscaping that is at least 10 wide. Some planters can be in this area, but cannot contain trees. C. Vents shall be screened with corrosive resistant wire mesh with mesh 'A inch maximum D. Roofs and gutters shall be kept clear of debris. E. Yards shall be kept clear of all litter, slack, and flammable debric, F. All flammable materials shall be stored on a parallel contour a minimum of 15 feet away from any structure. G. Weeds and grasses within the 10 foot perimeter shall be maintained to a height not more than 6 inches. H. Firewood/wood piles shall be stacked on a parallel contour a.minimum of 15 feet away from the structure. 1. Swimming pools shall be accessible to Fire Department vehicles. .l. Fences shall be kept clear of brush and debris. K. Wood fences shall not connect to the structure. L. Any outbuildings or additional structures shall adhere to the same standards as structures. M. Fuel tanks shall be installed underground with an approved container. P. 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 shal l be constructed with materials approved for 2 hour fire -resistive construction on the exterior side of the walls. Q. Each structure shall have a minimum of one 10 pound approved ABC fire extinguisher placed in a visible and accessible location. R Addresses shall be clearly marked with 2 inch non-combustible letters and shall be visible and installed on a non-combustible post. S. New utility lines shall be buried. 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 envelope, or access driveway. Prior to submission of any new building permits for new development, the Applicants shall submit a mitigation report from an engineer or geologist licensed in the State of Colorado. The report shall demonstrate that the site can be engineered in such a way that there is no hazard posed, and shall show the area of disturbed slopes, any re -grading required and the size and location of all mitigation devices. Any new development shall be conditioned upon compliance with the report. 8. Prior to commencement of any earthmoving or construction activity, the Applicants steal l stake the. c.orners of the buil ; e-velope and i,^,stall CC,^.Str4cti-n . fenCll.; a.roui,d tile. per, '. ete) of ii'c 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. Hearing Officer Determination No. f2-2004 Page 4 ill (II� Page: 4 of 5 501218 08/26/2004 03:21 II!(illliii I(I�111111 I I SILVIA DAVIS PITKIN COUNTY CO R 0.00 D 0.00 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. 10. Fruit -bearing trees and shrubs should be avoided in any landscaping due to the high level of black bear activity in this area. 11. 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. 12. Pursuant to Ordinance No. 022-2000, the Applicants are subject to the Fair Share Requirements and shall pay a road impact fee. 13. Prior to commencement of any earthmoving or construction activity, the Applicants shall stake the corners 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. 14. A Drainage and Erosion Control Plan shall be submitted by the Applicants and approved by the County Engineer prior to building pen -nit submission. 15. Any areas disturbed outside the building envelope must be revegetated with native vegetation according to a revegetation plan submitted by the Applicants and approved by the County prior to issuance of a Certificate of Occupancy. 16. Dogs shall be kenneled. 17. Floor area shall be limited to 5,750 square feet exempt from growth management or use of TDRs. 18. 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 August 17, 2007. Hearing Officer Deterniination No. ?.,5-2004 Page 5 11111111 Jill .gym=.a:,,, SILVIA DAVIS PITKIN COUNTY CO R 0. 00 D 0. 00 NOTICE OF THE PUBLIC HEARING PUBLISHED IN THE ASPEN TIMES WEEKLY ON THE 17th DAY OF July 2004. APPROVED ON THE 17th DAY OF August 2004. PUBLISHED AFTER ADOPTION FOR VESTED REAL PROPERTY RIGHTS IN THE ASPEN TIMES WEEKLY ON (JlX f4 AA 4ATWTST: aylor, Administrative Assistant APPROVED AS TO FORM: HEARING OFFICER OF PITKIN COUNTY, COLORADO .:nes R. True, Hearing Officer Date: SM6 tl APPROVED AS TO CONTENT: John Ely, Cincfy oAen, County A,ii y Community Development Director Case #P 109-04 PID# 272929203005 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver. Colorado 80203 r3n3IRRR-Isn1 , --- ,,..., . WELL PERMIT NUMBER 265963 _ APPLICANT DIV, 5 WD 38 DES. BASIN MD Lot: A5 Block: Filing: Subdiv: REDSTONE RANCH ACRES APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 NW 1/4 Section 29 DAVID G PARKS Township 10 S Range 88 W Sixth P.M, 620 N. 47TH STREET DISTANCES FROM SECTION LINES OMAHA, NE 68132-2512 1900 Ft. from North Section Line 1400 Ft. from West Section Line (402) 558-3143 UTM COORDINATES (Meters,Zone:13.NAD83) C N- M -0 --- ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors In accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a residential site of 0.39 acre(s) described as lot A-5, Redstone Ranch Acres Subdivision, Pitkin County. 4) The use of ground water from this well is limited to ordinary household purposes inside one single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The maximum pumping rate of this well shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTICE: This permit has been approved for the location as noted above. Footage distance from West section line was amended being, 1400 feet NOT 1600 feet as originally submitted. This change did not affect the 1/4114 section. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104 through 106, C.R.S.) NOTE: Parcel Identification Number (PIN): 49-2729-292-03-005 NOTE: Assessor Tax Schedule Number. 8007348 APPROVED — • DMW State Engineer DATE Shelton Drilling Corp P.O. Box 1059 Basalt, Co. 81621 (970)927-4182 Lie. # 1095 Name : David Parks c/o Address : 620 N. 47th St. City, St, Zip : Omaha NE 68132-2512 Phone # Hole Size Depth Type Casing ID Casing OD From -To 9.0 57 Steel 6.5 7.0 0-57 6.5 245 PVC 5.0 5.5 45-245 Invoice # : C-2523 Date 12/7/2005 Permit #: 265963 Location : Redstone Perforated Ft : 40 ft Estimated : 8+ gpm Static Level : 40 ft Total Drilled: 245 ft Recommended Pump Set Depth 240 Ft. Pumping 8 GPM For Pump Installation We Recommend : Samuelson Pump 945-6309 (Rauh Samuelson) J & M Pump Co 945-6159 (Rick Holub) Aqua Tec Pump 984-0311 (Tom Platter) Instructions : Price Per Foot 240 Feet @ $ 30.00 Per Foot = $ 7,200.00 Feet @ $ Per Foot = S u.0"u Total Footage Charge $ 7,200.00 Minimum Well Charge (if applicable) .............................$ Conditions Of Payment: pay $ 7,200.00 1. *WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH CANNOT BE DETERMINED WHILE DRILLING 2 OUR GUARANTEE IS VALID ONLY IF A LICENSED PUMP INSTALLER INSTALLS THE PUMPING SYSTEM I t 3. The landowner is ultimately responsible for the plugging and abandonment of dry holes or replaced wells. according to State Rules and Regulations. Please contact us for details and/or prices. 0 1 Please call us if you have any questions. WELL 20'X20'X8'FE DRYWELL. 2 FE IMPORTED SAS MATERIAL MUS IN BOTTOM OF SHOWN ON CR \i 1A/CI 1 ON OUTLET \ / LOT A-5 17600 SF + ! THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. Lot A-7 SCALE 1"=20' NORTH 1000 -Gal, 2 Compartment Se Inlet Tee ALARM IS OPTIONAL Patents n 4,439,323 & 5,492,635 Foreign Patents Pending © 2902, Orenco Systems, Inc. TANK SPECIFICATIONS c Tank with 4" Dia. Biotube Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tank adapter with 'VC Splice Boz w/Cord Crips Fiberglass rocketed Lid with Stainless Steel Belts Filter Cartridge Handle (field cut to desi+ed height) Tank Adapter (cost or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cortroge Effluent Filter CAPACITY REQUIRED= q X 1.75 X (30 HOURS/24 HOURS) = 985 GALLONS REQUIRED TANK(S) = 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL PVC CAP DO NOT GLUE FINISHED GRADE / SEWER LINE -4" 4' SCHEDULE 40 P.V.C. EFFLUENT LINE -4"SCHEDULE 40 OR 4"SDR 35 P.V.C. INSULATED COPPER TRACER 1 WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE 11 GRADt_ 3" OR 4" PERFORATED PIPE MUST BE USED, PLACED IN TOP 1 FOOT OF GRAVEL CROSS SECTION Q Q ° as 6' 2' �_— SLOTTED PVC OBS. PIPE TO EXTEND TO BOTTOM OF DRYWELL F �o Orenco Systems`- Incorporated 814 AIRNAY AVENUE SUTHERLIN, DREGGN 97479-9012 TELEPHONE (541) 459-4449 FACSIMILE (541) 459-2884 BERM OR SWALE GEO-FABRIC a � DISPERSAL GRAVEL(z" TO 2 z') ASTM C-33 CONCRETE SAND DRYWELL DRAIN FIELD SPECIFICATIONS LIMIT OF EXCAVATION SWALE OR BERM TO DIVERT PLAN VIEW SURFACE RUNOFF INLET LINE FROM 4' SEPTIC TANK : 1 1 6' 20' 6' 3' 3" OR 4" PERFORATED PIPE MUST BE USED 20' y DESIGN 3 -BEDROOM MAIN RESIDENCE, <2000 SF = 450 GALLONS PER DAY TOTAL LOADING = q = 450 GALLONS PER DAY SANDY LOAM TO LOAM (LTAR) = 0.8 GALS/SF/DAY CALCULATED AREA =((1.75 X q) / 0.8 = 985 SF NO REDUCTION DRYWELL SPECIFICATIONS WIDTH OF DRYWELL = 20 FEET LENGTH OF DRYWELL = 20 FEET DEPTH OF DRYWELL = 8 FEET AREA BOTTOM = 400 SF SIDES = 640 SF TOTAL AREA PROPOSED = 1040 SF PROPOSED NEW INFILTRATIVE AREA = 1040 SF •-1:42TG19[a]91W10 NOTES: DRYWELL MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 5%O TO THE NORTHWEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES AND ASPEN TREES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION ALL SERVICE septic, LLC 170 BEAVER LANE Project No. 1274 PO BOX 2844 GLE WOOD SPRINGS,C081602 PITKIN COUNTY, COLORADO ONSITE WASTEWATER SYSTEM DESIGN 11-27-06 970-618-5033 PARKS RESIDENCE r � IOT A-5. REDSTONE RANCH ACRES SUB DIVISION. / I PITKIN COUNTY. COLORADO.. j Guy :WIRs % PARCEL :D 4 272929203005 4 VICINITY MAP SCALE: 1"= 2000 PROPOS EO ACCP l SS T N N N 0 FOUND BENT •4 REBAR Q FOUND SPIKE O SET OR FOUND REBAR 6 CAP L.S. !4! 1 n TEtEPFONE PEDESTAL 0 POWER POLE -'i4— OVERHEAD UTILITY LINE SUILDING ENVELOPE LINE ............. EDGE OR ROAD SEC 29 Te 10' S. ! R.88 W,q, 6th P.M. 1 n 1 A 1 176 ! AS Lod` A-7 w.:. DISCLAIMER 1041 ENVIRONMENTAL HAZARD AREAS EXIST THAT MIGHT AFFECT THE PROPERTY. ANY IMPROVEMENTS. AND THE USE AND OCCUPANCY THEREOF. WADER THE PROVISIONS OF THESE REGULATIONS DO NOT 1N ANYWAY ASSURE OR IMPLY THAT Aki£AS. OUTSIDE OF DESIGNATED HAZARD AREAS WILL BE FREE FROM HAZARDS. OR THAT APPROVED MITI GAT I : EASURES WILL GUARANTEE THE SAFETY OF ANY PROPERTY. APPLICANT_ DAVID G. PARKS LAURIE A. HEARING OFFICER APPROVAL THIS 1041 HAZARD REVIEW SITE PLAN FOR PARKS HAS BEEN REVIEWED AND APPROVED BY T E PI IN C4JtNTY COMMUNITY DEVELOPMENT HEARING O F I CER THIS %-k DAY OF 200 APPROVAL,, jF,, TH I S 1041 IS SUBJECT TO THE TERMS AND COND I T I ONS DETERMINATION NO. :CS^:� 0 RECORDED AS (E4THi N 1N THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE. ��- ork KIN COUNTY HEARING OFFICER ' SSL I oq-o4 s ACCEPTANCE FOR RECORDING -H!S '041 MAP -IAS SEEN ACCEPTED FOR PILING1 T E OFF ICE OF CLER!. AND RECORDER OF ?m7KIN COUNTY. CO!ORADO ON TH:S si`L DAY OF /�T" A. D. 200-4 N PLAT BOOK AT PAGE --— AS RECEPTION N0. . CL R A NU EC0RDER (4Z DI) }� x ¢a Q PARKS 1041 R'EVIFW S17 PLAN, "-�ANQ_' OT A-�. rSSTr"N� A.';,=s l— �1TKi?v C_`J'N �Y. COL Qr AL2 BY GIJ ES. IN SYDb, Y Lh'VCICCf;,'E SPI, CE_ ( L.S. !z; i BOX /0 CARBO,'IC'ALE. COLO 970 90.E fXS "...r �::..,::_,: •::.,zweelwawr?