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HomeMy WebLinkAboutpitkin.eh.273503300023 (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 # 07004 Parcel ID # Type of permit 2735-033-00-023 New(X) Repair( ) Addition/Remodel to House( ) CDU/Garage Name of Owner Julian & Molly Gregory Street Address R45 ASnen Oak Drive Property legal description Size of lot 5 acres Lot 6, West Buttermilk Subdivision Total square footagei&#khouse Water source Snowmass # of bedrooms in house # of offices, lofts & simila v ed rooms in house Caretaker unit Detached Total square footage of thea er unit 77 # of bedrooms in caretaker unit 1 # of offices, lofts simild ooms caretaker unit Designed for what # rooms (list) TWO bedrooms in f ur.CDPJ( We �� P mitormation Designed b All Service Septic 9 Y Mailing Address P.O. Box 2844, Glen rin CO 81602 Perc rate 25 Profile hole depth e ng Depth to groundwater or bedrock Minimum Septic tank capacity 750 Minimum Absorption area 535sf/50% reduce=263sf Comments Septic permit approved per compliance with the engineer design and specifications dated August 28, 2006, Project No. 1234. 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. *Prior to installation an 8 -foot profile hole must be dug to confirm soil conditions. Design is for a 1000 gallon two-compartment concrete septic tank with an effluent filter on the outlet. Flow is to 3 trenches of Quick4 chambers in serial distribution: one trench with 10 chambers and two trenches with 9 chambers each for a total of 28 Quick4 chambers. There must be 6 feet of undisturbed soil between the trenches. 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 encouraged. Permit approved by: _ Date: L l U Plans and specifications of the pro sed 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 DepartmeVt. As built drawings must be included with this permit before the final approval will be issued. Expiration Date: Installer: Final approval: License Number: Date: IPITKIN 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 DLA A KL AA12 hA01 LQI Owner's Mailing Address n Q Ci , State, Zi = iV C-0 AW It Business Phone: 1� Home Phone: �� E-mail Address: i) Primary Contact Person (all communication regarding this permit will go through this person) Name `%\i i L LA `> CompanyWiwS Contact Mailing Address j cC 0 f 1 Business Phone: a' �� L-- 1 City,State, Zip _ F' �� Cell Phone:Fax Fax : E-mail Address: , Parcel ID # (available from assessor's office at 920-5160 or at www.lpitkinassessor.org ) Building Permit # (if available) k L2 Street address of property f1;�f fav c«Cf 1�r , rv►_ r_ c� c OM ►)o.4CPJ6 Legal Description: Lot Block Filing Subdivision Size of lot: I,-)—_ acres Type of proposed structure: Total square feet of house o'C\ of bedrooms (potential) in house n tea- T— Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit ) I Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (x) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System If community system: Name of system BVMM�' �L 1 �ti�^'�� 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, 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 ownertasRumes full responsibility in case of failure of the system. Signature of applicant Received by Receipt # � 6° Date Y Date Z� (i /IG: isds\isds applic\isdsapp rev072904.doc b�� Pitkin County Environmental Health Department Contact Log Sheet lame: larcel ID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time c to 1 ` Willis, Thanks I received it just fine. Everything looks to be a 'go' to get an engineer design for the septic system for the new garage/caretaker unit. It appears there is plenty of room if the main house system needs to be replaced in the future. So as soon as we can issue the septic permit for the new construction, I will be able to sign off on the building permit. Nancy From: Willis Pember [mailto:willispa@comcast.net] Sent: Friday, March 24, 2006 6:24 PM To: Nancy Mackenzie Subject: lot 6 west buttermilk/ gregory residence Nancy - attached is the site plan showing existing and proposed septic field layouts. best regards, Willis Willis Pember Willis Pember Architects, Inc 412 North Mill Street Aspen, Colorado 81611 (p)970.920.1727 www.aspenarchitecture.com Nancy Mackenzie From: Alicia Gomez Sent: Wednesday, March 22, 2006 9:51 AM To: Nancy Mackenzie Subject: FW: gregory residence/845 Aspen Oak Drive/ West Buttermilk Attachments: GROUND—FLOOR _PLAN_GARAGE_CDU.pdf Lo -we*- Level ALic i EH/N2 x-5087 From: Willis Pember [mailto:willispa@comcast.net] Sent: Wednesday, March 22, 2006 8:37 AM To: Alicia Gomez Subject: Re: gregory residence/845 Aspen Oak Drive/ West Buttermilk here is the lower floor of the caretaker dwelling unit. The CDU is above a garage and work area. the bedroom count on the existing house is four. Willis Pember ----- Original. Message ----- From: Alicia Gomez To: Willis Pember Cc: Nancy Mackenzie Sent: Wednesday, March 22, 2006 8:13 AM Subject: RE: gregory residence/845 Aspen Oak Drive/ West Buttermilk Mr. Pember, - er talking with you yesterday on the phone, I pulled the file to take a Cook at ft what's already there. It Cooks like the original septic was installed in 1976 for a 3 bedroom house. We don't have the floor plans for the existing house, and are unsure of its bedroom count. I have talked briefly with Nancy NcXenzie about this, andsh.e feeCs that more than likely there wiflneed to be a new septic permit for the CDU as the existing system is so oCd, andwe have varying information as to the actual bedroom count of the existing house (as wed as not having any floor plans to see what other uses might be on site that are requiring use of the ISDS). .Also, is the CDU only one floor or is there a downstairs? The plans you sent us indicate "Uyyer Level," but if there is a Colyer CeveC, we will need those floorplans as tiveff Also, if you do have floor plans for the existing house, we wouCd Cike a copy of those as weft -As you may have noticed,.T am copying Nancy in to this e-madso she willknow what I have relayed to you, andshe wifl contact you further about what admight need to happen with this site. We do have your phone number, so instead of e- maiCing you she might calf you as it might be easier to relay information that way. But, if you have any questions or concerns, pCease feeCfree to caCCus at 920- 5070. Thank you. 3/22/2006 0 AUcicx, ( acnw,3, Naomi wa'� Ze4ou rcek 970-920-5087 From: Willis Pember [mailto:Willispa@comcast.net] Sent: Tuesday, March 21, 2006 4:51 PM To: Alicia Gomez Subject: gregory residence/845 Aspen Oak Drive/ West Buttermilk The PID, square footages and proposed CDU plan are attached. Please let me know if i can be of further assistance. Thanks, Willis Willis Pember Willis Pember Architects, Inc 412 North Mill Street Aspen, Colorado 81611 (p)970.920.1727 www.aspenarchitecture.com 3/22/2006 August 28, 2006 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-27% Willis Pember Architects Attn: Willis 412 North Mill Street Aspen, CO 81611 Onsite Wastewater System Design Proposed 2 -Bedroom Caretaker 0845 Aspen Oak Drive Pitkin County, Colorado Mr. Pember, Project No. 1234 ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject property. The property is located outside of Aspen Colorado, in an area where OWS and wells are necessary. Soil conditions and percolation rates were performed by Pitkin County, and are included in design. SITE CONDITIONS A single-family residence, utilizing a separate OWS, exists on the site. A 2 -bedroom barn having approximately 771 SF is proposed. The proposed drain field area slopes 10 percent to the west, and vegetation consists of a full cover of native plants and small trees. A well serves the property, which is located 100+ feet from the proposed drain field. SUBSURFACE The subsurface was reported by the county, which indicated sandy clay to loam to 4 feet, underlain by sand, gravel, and clay. No groundwater or bedrock was reported. An 8 -foot test pit must be excavated prior to installation to confirm soil conditions reported. Three percolation holes were dug, in the area of the main residence drain field. The holes were approximately 40 feet south of the proposed caretaker drain field. Percolation rates ranged from 7 to 23 minutes per inch (MPI). A 25 MPI rate will be used to design the OWS. Onsite Wastewater Systems Page 2 DESIGN SPECIFICATIONS The OWS design is based on 2 -bedrooms and an average sewage load of 300 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet. Three gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. One trench must have 10 chambers, and two trenches must have 9 chambers for a total of 28 `Quick -4' chambers, and 277 SF of infiltrative area. Serial distribution must be used to distribute effluent. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Erosion control should be practiced prior to and during re -vegetation. Geo - fabrics or plastics should not be used over the drain field. 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. Onsite Wastewater Systems Page 3 LIMITS: Results are based on field investigations and data provided by the client. If soil, or any other conditions, encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified Please call with questions. Sincerely, ALL SERV CE septic, LLC �oRNDQ Reviewed V�ONElF� c v►�,-^.. 411.8, e 4 Timothy R. Petz Richard H. F.E. :< 3 copies sent Ll PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Peroolation Test PROPERTY OWNER �Q`"^'�-�� PHONE MAILING ADDRESS LEGAL DESCRIPTION OF PROPERTY LOCATION OF TEST HOLIES_ Three (3) test holes required per system Test Hale Depths (24" minimum) Diameter of Test Holes Water remaining after 24 hour soak TEST MOLE N_q4 2V Drop Time TEST WLE No. 2 Drop Time Drop — TEST HOLE No. 3 z rime 4� Gi� _15^1S 16 ! `7 / � "� _lie .? + 4 Yr& .7.3 S' iso 2.— S �' 06 z Percolation Rate Each Hole _l� 3--3 Average Rate Comments on soil or site: i Da b/1 � 7 Signature `,, to ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name µdr ) ` . ;` Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House' ° A _ Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House .k Number of Bedrooms in Detached Caretaker unit , Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit ; (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 300 State Review Required? no Perc Rate * (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 Minimum tank capacity 656.25 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 525 sq. ft. of absorption area required 34 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9_8 A = 262.5 sq.ft. with 50% reductionTRENCHES 27 graveness chamber units with reduction STANDARD A= 262.5 sq.ft. with 50% reductionTRENCHES 17 graveness chamber units with reduction EQ 36 16 EQ36 units in TRENCHES QUICK4-EQ36 263 34 SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 QUICK 4 9.2 367.5 sq ft 30% reduction BED 40 chamber units with reduc. 367.5 sq ft 30% reduction BED 24 chamber units with reduc. 29 EQ36 units in a BED 368 57 Dec 19 2006 3:34PM Joyce Amico, President Tom Sando, Secretary HP LASERJET 3330 Buttermilk Metropolitan Di 0133 Prospector Road, Suite 4210 Aspen, Colorado 81611 Vince Santucci, Vice- President Suzanne Wolff Pitkin Community Development Dept. 130 S. Galena Street Aspen, Colorado 81611 Re: 845 Aspen Oak Road - Dear Suzanne: This letter will confirm that the property at 845 Aspen Oak Road lie,. Boundaries of the Buttermilk Metropolitan District. The Buttermilk potable water service to properties within the District through a Cok water system. The system identification number is PWSID # CO O1 source has been adjudicated Under Case Nos. OOCW305 and 01 CW' 5. The District's water supply is operated to meet or exceed all fede standards and a fully operational pumping, treatment and distributio water to all properties currently served by the District. The Gregory property is eligible for water service from the District 1 deliveries, the property owner must; 1) complete a water service apl service level requested and agreeing to comply with all Rules, Regu Specifications of the District; 2) tender payment of all required fees appropriate tap fees, capacity fees, water right fees, and constructioi install a Metro District approved water service line and electronic v provides a V meter and ERT. p.2 Charles Malkemus, Treasurer Gary Beach, Manager December 17, 2006 Residence within the corporate vletro District provides -ado State approved public 9160 and a ground water 8 in Water Court Division al and state water quality system is in place to deliver it prior to actual water ication, quantifying the itions, Standards and Lnd charges, including inspection fees; and 3) der meter. The District This property is also served by District maintained asphalt roads an4 i the Gregory Residence is eligible to access these roads, and use of the roads during cOnstructil 3n by heavy vehicles is permitted following the payment of a Heavy Vehicle Use Fee. This fee is calculated by, and paid to, the District for the accelerated wear caused by heavy trucks and uipment commonly used to build larger homes. All proposed cuts to the road and access points must be pre -approved by the District. Sincerely, By G r Dis pct M Tel. 970-925-3475 Fax. 0275 Watcr smice (Jmgory.wpd In C Cc Page 1 of 1 To: nancy mackenzie <nancym@ci. aspen. co.us> , Carla Block < carlab@ci.aspen.co.us > to Subject: Gregory Residence Nancy, Carla, I met today with Willis Pember, architect for Julian Gregory, 845 Aspen Oak Drive, West Buttermilk(parcel ID # 2735-033-00-023). The owner wants to expand his house. Looking at the plans, I could not see any increase in numbers of bedrooms or water use fixtures. I could not find a record of the isds, but the house is about 25 years old. There are 6 existing bedrooms. I asked Willis to get pumping records of the septic tank, or have the tank pumped to determine the tank size. I also mentioned that he might want to contact a licensed engineer to locate the leach field and try to determine its size. There evidently is no sign of failure of the system, so we do not have cause to have them install a new system at this time. The building permit has not yet been applied for, but will be soon. This is FYI and can go in the contact book as reference when the building permit application comes in. If I am here I can sign the permit, but if I am not, this will bring you up to speed. TSD Thomas S. Dunlop, Director Aspen/Pitkin Environmental Health Dept. 130 S. Galena St. Aspen, CO 81611 tomd@ci.aspen.co.us 970 920-5073 desk 970 920-5074 fax Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> 06/06/2000 z 0 0 m GREGORY RESIDENCE 845 ASPEN OAK DRIVE ASPEN, COLORADO uaaf no GOD z- - p o i q Va � T C mm0 � m F o �F A 'O A O O z ' ' GREGORY RESIDENCE 845 ASPEN OAK DRIVE ASPEN, COLORADO uaaf o z- oF mm0 � m F o �F A 'O A O O z ' ' GREGORY RESIDENCE 845 ASPEN OAK DRIVE ASPEN, COLORADO uaaf ME14 mx (3r) A "X II F- X, Ar m 0— m �=p r xi c 'o r Z D nm mm I n m � -O Z7 �D T o= O Fz rn . 0 z Dal rn /E ► P GREGORY RESIDENCE 845 ASPEN OAK DRIVE ASPEN. COLORADO WILLIS PE MBER INC 0 -7 n a , 0 f3Y THE BUILDING ,SITE IS CONSIDERED "LOW HAZARD: BRUSH", DUE TO THE FACT THAT THE SLOPE IS LESS THAN 20% (ACTUAL SLOPE WAS APPRAMATELY 8%) AND THE FUELS WERE DISCONTINUOUS. TIME CONDITIONS OF APPROVAL RELATING TO SEC. 3-80-070, WLDFIRE HAZARD AREAS, FOR THE PROVISION OF DEFENSIBLE SPACE SURROUNDING DEVELOPMENT (INCLUDING MAIN RESIDENCE AND ANY OUTBUILDINGS) FOR WILDFIRE HAZARD AREAS INCLUDE: I. VEGETATION 1. BRUSH, DEBRIS, AND NON -ORNAMENTAL VEGETATION SHALL BE REMOVED WITHIN A MINIMUM TEN -FOOT (10') PERIMETER AROUND ALL STRUCTURES. 2. NO BRANCHES SHALL BE WITHIN 15' OF CHIMNEYS. 3. NO NEW CONIFERS CAN BE PLANTED WITHIN 30' OF THE STRUCTURE. 4. KEEP GRASSES AND FORBS MOWED TO LESS THAN 6" WTHIN 20' OF THE STRUCTURES DURING THE SUMMER AND FALL MONTHS. 5. IN ORDER TO KEEP THE LARGE STAND OF OAKBRUSH (GAMBEL'S OAK),THE FOLLOWING MUST OCCUR: a. OAKBRUSH CANNOT BE WITHIN 15' OF THE STRUCTURE, REF'£RABLY 20'. b. OAKBRUSH MUST BE LIMBED TO AT LEAST 10', AND THE OWNERS SHALL REMOVE AS MANY DEAD LIMBS AS POSSIBLE FROM THE TREES. c. REMOVE ALL SHORT BRUSH, UNDERSTORY FUELS, DEADFALL AND OTHER FLAMMABLE MATERIALS WITHIN 50' OF THE HOUSE (THIS DOES NOT INCLUDE GRASSES OR SMALL FORBS) TO KEEP LADDER FUELS TO A MINIMUM UNDERNEATH OAKBRUSH. d. SEE THE FOLLOWING SECTION FOR CONSTRUCTION STANDARDS. 6. TREAT STUMPS OF SHRUBS WITH GARLON? OR OTHER EQUIVALENT HERBICIDE TO PREVENT AGGRESSIVE RESPROUTING OF OAKBRUSH, CHOKECHERRY, ETC. 7. THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR THE CONTINUED MAINTENANCE OF THE DEFENSIBLE SPACE VEGETATION REQUIREMENTS. THE FOLLOWING STRUCTURAL DESIGN AND CONSTRUCTION STANDARDS ARE REQUIRED FOR CONSTRUCTION OF A MAIN HOUSE AND ANY OUT BUILDINGS: PROJECTIONS: 1. FOR PROJECTIONS BELOW THE ROOFLINE (INCLUDING, BUT NOT LIMITED TO: EXTERIOR BALCONIES, DECKS, PORCHES, 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, THESE 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 W 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 MATERIAL APPROVED FOR 1 HOUR FIRE - RESISTIVE CONSTRUCTION ON THE EXTERIOR SIDE Of THE WALL. PILLARS OR COLUMNS SHALL BE OF NON-FLAMMABLE MATERIALS, OR IF WOOD, MADE OUT OF HEAVY LOG CONSTRUCTION. THE UNDERSIDE OF ANY PORCH, DECK OR PROJECTION SHALL BE SHEATHED IN 1 HOUR FIRE RESISTIVE MATERIALS, OR WITH FIRE - RETARDANT TREATED WOOD. 3. AN ALTERNATIVE FOR A DECK OR PORCH IS USE OF NON- FLAMMABLE HARDSCAPING (FLAGSTONE, CEMENT PAD, ETC:) THAT IS AT LEAST 18' WIDE. SOME PLANTERS MAY BE IN THIS AREA, BUT CANNOT CONTAIN TREES (EXCEPT ASPEN) OR SHRUBBY SPECIES. E%IMt,MyCE A*Y LEG4 VATON 'TOILET YEARS AFTER NAY AMY AOt" BASED VP% THM AN YEA FROM THE GREGORY 1041 HAZARD REVIEW SITE PLAN AT BUILDING PERMITU 2i �oW - WEST BUTTERMILK LOT 6° COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 8 � tq I � a7303 3 -d - 0A III. WINDOWS AND DOORS Wit, MISCELLANEOUS XII. UTILITIES 1. WINDOWS OF THE HOUSE SHALL BE TEMPERED GLASS ON THE 1. FENCES SHALL BE KEPT CLEAR OF BRUSH AND DEBRIS, 1. UTILITY LINES SHALL BE BURIED. WESTH AND MUST HAVE AT LEAST A 3" GAP BETWEEN THE GARAGE DUE TO PROXIMITY OF FUELS. DOORS SHALL BE ARA RN 5113E (SIDE FACING TALL OAKBRUSH) OF THE FENCE AND THE MAIN STRUCTURE. NON-FLAMMABLE, OR XII. REVIEW PROCESS G TI R ONE AND THREE-FOURTHS INCH 1" TREATED WOOD FENCING MATERIAL IS RECOMMENDED NONCOMBUSTIBLE, 0 O ( ) 1. ALL DEVELOPMENT SHALL BE REVIEWED FOR SHALL BE WITHIN 30' OF THE HOUSE. FENCES SHALL BE KEPT SOLID WOOD, AND AND GLASS IN THE DOORS TEMPERED, CLEAR ('JF VEGETATION. COMPLIANCE WITH THIS SECTION. ALONG WITH A BUILDING PERMIT APPLICATION, THE PROPERTY IV. EXTERIOR WALLS AND SIDING 2. EACH STRUCTURE SHALL HAVE A MINIMUM OF ONE OWNER SHALL SUBMIT A SITE PLAN THAT SHOWS TEN -POUND ABC FIRE EXTINGUISHER. THE MITIGATION SET -BACKS DETAILED IN THIS 1. EXTERIOR WALLS AND SIDING SHALL HAVE A MINIMUM ONE- DOCUMENT, AT THE TIME OF A BUILDING PERMIT HOUR FIRE RESISTIVE RATING. 3. ADDRESSES SHALL BE CLEARLY MARKED WITH 2" SUBMITTAL. NON --COMBUSTIBLE LETTERS AND SHALL BE VISIBLE AT ca THE ABOVE STANDARDS HAVE BEEN MODIFIED FROM THE VI. FOUNDATIONS AND STILT CONSTRUCTION THE PRIMARY POINT OF ACCESS FROM THE PUBLIC OR COMMON ACCESS ROAD AND INSTALLED ON A PITKIN COUNTY CORE THE PR WILDFIRE HAZARD AREAS, 1, FOUNDATIONS, SKIRTING AND CRAWL SPACE OPENINGS SHALL NON—COMBUSTIBLE SURFACE. FOR THE SITUATION AT THE PROPERTY. z BE FULLY ENCLOSED AND CONSTRUCTED WITH MATERIALS z ci AN TANKS HALL BE INSTALLED ACCORDING TO XIII. NO DEVELOPMENT IS PERMITTED OUTSIDE THE APPROVED FOR i HOUR FIRE -RESISTIVE CONSTRUCTION ON 4, PROPANE S E THE EXTERIOR SIDE OF THE WALLS AND SHALL EXTEND FROM NEPA 46 STANDARDS AND ON A CONTOUR AWAY FROM DESIGNATED BUILDING ENVELOPE(S), OTHER THAN CLEARING THE STRUCTURE WITH STANDARD DEFENSIBLE SPACE REQUIRED FOR WILDFIRE MITIGATION. PRIOR TO 0 THE TOP OF GRADE TO THE UNDERSIDE OF THE FLOOR . VEGETATION MITIGATION AROUND ANY ABOVEGROUND GOMRIENCEMENT OF ANY EART1iMOVING OR OTHER `j DECKING OR WALLS TION TANK. ANY WOOD ENCLOSURE AROUND THE TANK SHALL CONSTRUCTION ACTIVITY, THE CORNERS OF THE BUILDING In SHALL BE FULLY ENCLOSED AND BE CONSTRUCTED WITH MATERIALS APPROVED FOR TWO ENVELOPE SHALL BE STAKED AND CONSTRUCTION FENCING 2. STILT FOUNDATIONSA Ln CONSTRUCTED WITH MATERIALS APPROVED FOR 1 HOUR (2) HOUR FIRE -RESISTIVE CONSTRUCTION ON THE INSTALLED AROUND THE CONSTRUCTION SITE WITHIN THE ©, TRI SIDE OF EXTERIOR SIDE OF THE WALLS. PER114ETER OF THE BUILDING ENVELOPE, THE FENCING SHALL , 0 FIRE -RESISTIVE CONSTRUCTION ON THE EXTERIOR THE WALLS AND SHALL EXTEND FROM THE TOP OF GRADE REMAIN IN PLACE UNTIL ISSUANCE OF A CERTIFICATE OF F THE FLOOR DECKING OR WALLS NOT 5, FUEL OR PROPANE TANKS SHALL BE INSTALLED OCCUPANCY. ALL AREA PERMANENTLY DISTURBED BY TO THE UNDERSIDE O E ( CONSTRUCTION SHALL BE REVEGETATED WITH NATIVE SHRUBS INCLUDING PORCHES, PATIOS. ETC.). UNDERGROUND WITH AN APPROVED CONTAINER. AND GRASSES WITHIN ONE GROWING SEASON QF THE VI, ROOFING X. ACCESS PROJECT'S COMPLETION, N 1. NO SHRUBS OR CONIFERS ARE ALLOWED WITHIN 10' aEi 1. ANY NEW ROOFS SHALL BE CONSTRUCTED WITH A CLASS A OF THE DRIVEWAY. ASPEN ARE PERMITTED WITHIN 10' XLV. ANY DEVELOPMENT LOCATED WITHIN SETBACKS DOULATIONS SHALL REQUiRE MANDATED mUl ROOF ASSEMBLY (SEE IBC SECTION 1505.2). OF THE DRIVEWAY. AAV©RIANCE FROM THE BOAIRD OFNG GADJUSTMENT. APPROVAL � QA IV RESISTANT WIRE LOW VEGETATION GRASSES. FORBS AND LOW SHRUBS) OF BUILDING AND ACCESS ENVELOPES WITHIN SUCH Ln 2, VENTS SHALL BE SCREENED WITH CORROSIVE E 2 ( SETBACKS DOES NOT ASSURE APPROVAL OF A VARIANCE. MESH, WITH MESH 1¢" MAXIMUM ON ANY NEW OR EXISTING SHALL BE KEPT MOWED TO LESS THAN 6" WITHIN 10' aI ) �c ROOFS. OF EITHER SIDE OF THE DRIVEWAY. XV. THE FOLLOWING MEASURES ARE REQUIRED TO AVOID C � " err' 3. AS THE SITE IS NOT IN A SEVERE WILDFIRE HAZARD AREA, Xt. WATER SUPPLY FURTHER IMPACT ON WILDLIFE; x x ROOF PITCHES GREATER THAN 3:12 ARE NOT REQUIRED, A. ANY DOG(S) ON THE PROPERTY MUST BE INA LLf �j< < E 1. ANY FIRE DEPARTMENT RECOMMENDATION FOR INDIVIDUAL FENCED ENCLOSURE, KENNELED, OR LEASHED AT L.L.! VI I, MAINTENANCE STRUCTURE WATER SUPPLY AND STORAGE SHALL BE ALL TIMES WHEN OUT-OF-DOORS; FOR THE LLI w,`° ACCESS18LE TO FIRE DEPARTMENT VEHICLES FROM THE PURPOSE OF T441S REQUIREMENT, "ELECTRIC � do w 1. ROOFS AND GUTTERS SHALL BE KEPT CLEAR OF DEBRIS. EXTERIOR OF THE STRUCTURE THROUGH A FIRE FENCING" DOES NOT CONSTITUTE A FENCED W'� O DEPARTMENT APPROVED MECHANISM (SUCH AS A FIRE -- ENCLOSURER KENNEL. � In� 2. YARDS SHALL BE KEPT CLEAR OF ALL LITTLER, SLASH AND HYDRANT). THE AMOUNT OF STORAGE CAPACITY SHALL O FLAMMABLE DEBRIS. BE DETERMINED BY THE FIRE PROTECTION DISTRICT WITH uJa B. MESH OR WOVEN WIRE FENCES ARE PROHIBITED. Lid A MINIMUM OF ONE THOUSAND (1,000) GALLON STORAGE ANY WOOD FENCING ON THE PROPERTY SHALLrn - 3. ALL FLAMMABLE MATERIALS (INCLUDING FIREWOOD) SHALL BE CAPACITY PER STRUCTURE. (1) EMPLOY 3 RAILS OR LESS, (1I) BE OF THE w`y STORED ON A PARALLEL CONTOUR A MINIMUM OF 30 FROM ANY STRUCTURE, OR WITHIN A SEPARATE STRUCTURE. ROUND OR SPLIT RAIL TYPE, (Ill) NOT EXCEED 48" 2. ALL STRUCTURES GREATER THAN 5,000 SQUARE FEET IN SIZE SHALL BE REQUIRED TO INSTALL IN-HOUSE IN HEIGHT ABOVE GROUND LEVEL AND 12 IN WIDTH 4, VEGETATION WITHIN A 30' -FOOT PERIMETER SHALL BE SPRINKLER SYSTEMS THAT MEET THE STANDARDS OF (TOP VIEW), AND (IV) HAVE AT LEAST 18" BETWEEN 7 w MAINTAINED TO A HEIGHT NOT MORE THAN SIX INCHES, OR THE LOCAL FIRE PROTECTION DISTRICT AND THE USC. TWO OF THE RAILS. WIRE FENCING SHALL CONSIST IF ORNAMENTAL, SHALL BE IRRIGATED AND KEPT FREE OF AT BUILDING PERMIT SUBMITTAL, THE LOCAL FIRE OF NO MORE THAN 3 STRANDS OF SMOOTH WIRE ( m DEAD MATERIALS. PROTECTION DISTRICT MAY REQUIRE SMALLER AND SHALL NOT EXCEED 42 IN HEIGHT. U F+ STRUCTURES TO BE SPRINKLED DUE TO HAZARD vI . R AND OTHER FLAMMABLE MATERIALS INCLUDING CONSIDERATIONS, EMERGENCY ACCESS DIFFICULTIES AND C, APPROVED, BEAR -PROOF WILDLIFE PROOF REFUSE 5 LITTER BROOMS, NEWSPAPER, OLD WOOD, F MULCHES, LACK OF PROXIMITY TO FIRE PROTECTION SERVICES, CONTAINERS, SHALL BE USED ON THE PROPERTY. L ) ETC. SHALL NOT BE LEFT ADJACENT TO ANY STRUCTURE. THE USE OF FRUIT -BEARING TREES AND SHRUBS SHALL BE AVOIDED IN CONNECTION WITH ANY NEW LANDSCAPING. XVL. FAILURE TO COMPLY WITH THE CONDITIONS OF THIS APPROVAL MAY RESULT IN REVOCATION OF THIS APPROVAL, OR ANY SUBSEQUENT PERMITS) OR APPROVAL(S) RELATED TO THIS PROPERTY, OR VESTED RIGHTS ASSOCIATED WITH THIS PROPERTY. iIIIIIIVIIIIIIIIIIIIIIIIIIIIIIIIIVIIIIIIILIIILIIILII 0522780 B 4 0202:21 JANICE K VOS CAUDILL PITKIN COUNTY CO R 21.00 D 0.00 Lij z Q W Q p Q L) O_ Q V) Lia 15 0 S 0 ( 1 * IJ V uli W Ln CDD PROJECT NO. 2051805-00 n '878th 0922 ANY DATE , I GRAPHIC SCALE ( IN FEET ) 1 inch •- 50 ti. RETAINING WALL (TYP,) HOT TUB EVERGREEN TREE (TYP.) 4' i7 WINDOW WELL PED. F.F. ELEV. - 8028.29 Are4 4971 •.94 4144'.02 1989.31 2735.61 8 F.F. ELEV. 8031.46 Z1 A 10 11 N'°aF DECIDUOUS TREE (TYP.) L 14 F.F. ELEV. 8041.76 a RETAINING WALL (TYP.) YARD HYDRANT J PETAL UU DOUSE DETAIL SCALE: 1" - 30' IRF,E 1 1I3E TYPF EVERGREEN SLOPE; ANALYSIS DRIP 6' ELEj( 8027,3 2 Color Range Beg. Range End Percent 3 0.00 15.00 35.9 8043.5 15.00 30.00 29.9 6' 30.00 45.00 14.4 ■ 45.00 100.00 19.8 RETAINING WALL (TYP,) HOT TUB EVERGREEN TREE (TYP.) 4' i7 WINDOW WELL PED. F.F. ELEV. - 8028.29 Are4 4971 •.94 4144'.02 1989.31 2735.61 8 F.F. ELEV. 8031.46 Z1 A 10 11 N'°aF DECIDUOUS TREE (TYP.) L 14 F.F. ELEV. 8041.76 a RETAINING WALL (TYP.) YARD HYDRANT J PETAL UU DOUSE DETAIL SCALE: 1" - 30' IRF,E 1 1I3E TYPF EVERGREEN CHART �4ZE 5" DRIP 6' ELEj( 8027,3 2 EVERGREEN 7" 8' 8043.5 3 EVERGREEN 7" 8' 8043.5 4EVERGREE : N 5 6' 8044.1 5 EVERGREEN 5 6 ' 8 046.7 6 DECIDUOUS 5"(3) 5' 8029.6 7 DECIDUOUS 5" 5' 8030.0 8 DECIDUOUS 5" 5' 8030.2 9 DECIDUOUS 5"(3) 5' 8030.5 10 DECIDUOUS 5"(2) 5' 8030.8 11 DECIDUOUS 12" 10' 8030.9 12 DECIDUOUS 5'(2) 5' 8031.1 13 DECIDUOUS 5" 5' 8031.1 14 DECIDUOUS 5"(2) 5' 8034.1 15 DECIDUOUS 10" 13' 8034.6 16 EVERGREEN 10" 12' 8034.0 ILI GREGORY 041 HAZARD REVIEW S -TE PLAN AT BUILDING PERMIT LOT 6 - WEST BUTTERMILK COUNTY OF PITKIN, STATE OF COLORADO SHEET 1 Gµ 2 PK NAIL AND SHINER 47 FND POINT LS 2 NOTES: 4 m LINE G ART R ® LIN SEA LENGTH p C 3= '09"W 98.65 180.41 I-II 't"4 .95 0 ' " 50,34 N " „ 45,87 N�t 4 19 ML2 N 1, `1 " 36.56 (J7 N '3 '41" a 1 '4 " 25.49 LiO N1 b 111" 34.56 L11 N6 ' " 53.72 L12 42.05 L13 N69T "W 26.59 L14 N1 'WE 58,66 LIS 25.83 06 N 204 ' 7" 31.61 01 1" 74.00 08 N t"4 '1 "W 60.05 LI;" '4 "W 106.79 L20 N " "W 163,40 L21 *t 129.30 L22 1 "E 256,53 L23 32.94 l24 a 200.09 PK NAIL AND SHINER 47 FND POINT LS 2 NOTES: 4 m 18'56'57"I R ® 548.00 L - 181.24 p C 3= N 54.29'28" W C w 180.41 �,73_. _ - 03 3 - ©p- o //4 I */ x * I FENCE x + 1 x +' /�FENCE GATL R / I 1 11 x 00,00 1 / - �\ FENCE + a1tiCCENT \ \ . ��° 5.004 JAAC* 3 l / / / x � * DRIVEW Y . / / I ISDS/AREA x -FENCE 4010 EDOlf Of✓ �a \\ / KOEIATt VEWAY � R D \ \� \ , \ \ '*I , t , r 0 1, BASIS OF BEARINGS FOR THIS SUR EY IS A BEARING OF S 00'30'28" W BETWEEN THE NORTHEASTERLY CORNER OF LOT 6, A REBAR AND CAP LS NO. 9164 AND THE SOUTHEAST CORNER OF LOT 8, A REBAR AND CAP LS NO. 9184 RESTRICTIONS, 2. THIS PROPERTY IS SUBJECT TO RESERVATIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OFA TITLE COMMITMENT, THEREFORE, ANY EXCEPTIONS TO THE TITLE THAT MAY AFFECT THE SUBJECT PROPERTY HAS NOT BEEN RESEARCHED BY HIGH CO TRY ENGINEERING, INC. 3. DATE OF SURVEY WAS JANUARY 16, 2006 AND MARCH 23, 2006. 4. THIS MAP 1$ BASED ON THE WARRANTY DEED RECORDED SEPTEMBER 5, 1997 AS RECEPTION NO, 408115 AND CORNERS FOUND IN PLACE. 5. ELEVATIONS SHOWN ARE BASED ON JAVD 1929, ON NGS POINT S 159, ELEVATION EQUALS 7715.64 FEET. CON OUR INTERVAL EQUALS 2 FEET. 4 50'29'00 R 200.00 L 176.22 GB•• N 19'4+5'39" W C ¢ 170.57 REBAR AND CAP LS #9184 (FIND) TWO STORY WOOD FRAME HOUSE PROPOSED BUILDING ENVELOPE REBAR AND CAP LS #9184 (FND) PROPOSED BUILDING ENVELOPE EDGE OF VEGETATION BURIED PROPANE TANK REBAR AND CAP LS 0184 (FND) IBM ELEV: = 8040.03 ACINIa ME SCALE; 1" - 2000' KNOW ALL MEN BY THESE PRESENTS THAT JULIAN ARTHUR GREGORY, JR. AND MARY MALONEY GREGORY, BEING SOLE OWNERS IN FEE SIMPLE OF ALL THAT PROPERTY SITUATED IN PiTKIN COUNTY, COLORADO DESCRIBED AS FOLLOWS; LOT 6 WEST BUTTERMILK, RECORDED IN WARRANTY DEED IN THE PITKIN COUNTY CLERK AND RECORDER'S OFFICE AS RECEPTION NO. 408115 AND BEING SITUATED IN THE NEI/4 OF THE SW 1/4 OF SECTION 3, TOWNSHIP 10 SOUTH, RANGE 85 WEST OF THE 6TH P.M. PARCEL 10 NO. 273503300023 AND BEING MORE PARTICULARLY DESCRIBED AS: BEGINNING AT A POINT ON THE CENTERLINE OF A PRIVATE ROAD AND UTILITY EASEMENT AS SET FORTH IN INSTRUMENT RECORDED IN BOOK 263 AT PAGE 28, THENCE N59'37'06"E A DISTANCE OF 648.39 FEET TO THE NORTHEAST CORNER OF SAID NE 1/4 OF THE SW t/4; THENCE FOLLOWING THE EAST LINE OF SAID, NE 1/4 OF THE SW 1f4 304'3028a W A DISTANCE OF 665.38 FEET; THENCE LEAVING SAID EAST LINE N89'57'090W A DISTANCE OF 256.74 TO A POINT ON A NON -TANGENT CURVE AND THE CENTERLINE OF SAID PRIVATE ROAD AND UTILITY EASEMENT; THENCE FOLLOWING SAID CENTERLINE THE FOLLOWING 3 COURSES AND DISTANCES: 1) ALONG AN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 200,00 FEET, A CENTRAL ANGLE OF 50'2900", A DISTANCE OF 176 22 FEET, (CHORD BEARS N19'46 39'W 170,57 FEET) TO A POINT OF TANGENCY 2) N4501'09"W A DISTANCE OF 130.00 FEET TO A POINT OF CURVATURE 3) ALONG AN ARC OF A CURVE TO THE LEFT HAVING A RADIUS OF 548.00 FEET, A CENTRAL ANGLE OF 18'36'57", A DISTANCE OF 181.24 FEET, (CHORD BEARS N54'29'28"W 180,41 FEET) TO A POINT OF NON -TANGENCY AND THE POINT OF BEGINNING. HAS BY THESE PRESENT LAID OUT, PLATTED AND ADJUSTED THE BUILDING ENVELOPE OF SAID PARCEL UNDER THE NAME AND STYLE OF GREGORY 1041 HAZARD REVIEW SITE PLAN AND BUILDING ENVELOPE ADJUSTMENT PLAT. EXECUTED THIS -L-DAY OF _ k�_ _, A.D.. 2.00L OWNERS: LOT 6, BUTTERMILK N Q BY: ____-_- __�__ JULI�HUR OR Y. JR. __ BY:MARY MA,�WY GREGORY ���U__r__ .WAIS 4 APPLICANTS ACKNOWLEDGE THAT THEY HAVE BEEN INFORMED BY PITKIN COUNTY OF THE EXISTENCE OF "1041 HAZARD AREA" THAT MIGHT AFFECT THE PROPERTY, ANY IMPROVEMENTS, AND THE USE AND OCCUPANCY THEREOF. IIIIIIIVIIIIIIIIIIIIIIIIIIIIIiIiIVIIIIIIVIIIIIIIiIII 5g10 200© 62:21 JANICE K VOS CAUDILL PITKIN COUNTY CO R 21.00 D 0.00 SURVEYOR 6E814" I, JASON R. NEIL, A REGISTERED LAND SURVEYOR, DO HEREBY CERTIFY THAT I HAVE PREPARED THIS MAP OF THE GREGORY 1041 HAZARD REVIEW SITE PLAN AT BUILDING PERMIT, THAT THE LOCATION OF THE ROADS AND OTHER FEATURES ARE ACCURATELY AND CORRECTLY SHOWN HEREON, THAT THE SAME ARE BASED ON FIELD SURVEYS AND THAT THE PLATTED SITE AND THE ROADS CONFORM TO THOSE STAKED ON THE GROUND, IN WIT THEREOF, I HAVE SET MY HAND AND SEAL THIS ------ DAY OF _APL., 2DA&V _• r 37935 cti I o� APPROVAL: PITKIN COUNTY COMMUNITY DEVELOPMENT DIREC70R THIS 1041 HAZARD REVIEW SITE PLAN HAS BEEN REVIEWEQ AND APPROVED BY THE COMMUNITY DEVELOPMENT DIRECTOR THIS yl! DAY OF - % _ 20-06-1 SUBJECT TO THE TERMS AND CONDITIONS NOTED HEREON. �gzrcQ^ Qtwk tL64 COMhONITY DEVELOPMENT DIRECTOR ACCKPTAN" FOR 5ORDIN THIS 1041 ENVIRONMENTAL HAZARD REVIEW SITE PLAN HAS BEEN ACCEPTED FOR FILING IN THE OFFICE OfbqTHE CLERK ND RECORDER PITKIN COUNTY, RADO ON D _DAY OF 2 IN PLAT BOOK AT PAGE AS RECEPTi N CLERK AND BORDER 60 000) IZ " V0a o � C? zi c7 N 'T O QGI., u:1 (J Q n to UCi qtv I dLr)U 1 W� �a Lp D, Z� W° uj CIS Ru- w E UJrr U IL1 to l�L 0 a, I m CIa LJ=I 0 N Q 4W 2W Lu W 0 d U fS ti..s PROJECT N0. 2051805.00 0922 L1J � p I-II 0 C] V) (fa ?- LJ Li. Q Z 0 L+J ca z (J7 .J PROJECT N0. 2051805.00 0922 w 0 a/ WEST BUTTERMILK METRO WATER HYDRANT / / I l / / DPP\ R�� ��N��,.//- / �-- '•/ / ,/ Gj/\\\ PROP''/ --------------------------- / 8Mi r /— ----__ '/ ,6' MIN CLEA DRIVE\/yAY WI TH /' ! EXPAND SH&JLDERS /TO ACAEVE , / ^ EMSTING OAK / / j'— T. ROOF NICJfL�' TYp RIMNP. BOJ] =i' " BRUSH STAND / / / / / / / / / EtEY.,20— -- / OVER LL WIDTH AS REQUIR D. / / •\, A-0' / ADDLE INTENW DUE / SWALE\ //// w DONT C' w Pax. 78023 •\� / /i / / / , / / \\ \ \ �� \` \\ \ \ \\ \ \\ \ CE OF •\ — --_—. / /� "ice" " /' / / I /ASPHALT APRON NEW \ \\ \ \ \ \�1 \ \\ \\ \ \ \ \ / •V �VIA. CULVERT 80372 \116 OR Esragr I Ile — \ % 8056`\ \ \ \ \ p \ � \ 11Z, '` RE'RT 110 \♦ lae \ Ia\ 107\ 10q \ <c- \ \ \ , / / /' /Y�.. ��- �-��• 1 I O.SIDWER NNW A`•� .\ X06 \ \ \ \ ' PROPOSED GARAGE / •"�! P' _• \ \ 1 \ ' \ \ (�R ' AND SECOND / • ` \ \ \ \ \ \��. \ \ W FLOOR OFFICE 11 W95's LE 8050 _. .—. .—.—._.-- DaNCRE. DEC( •ox \ \ \ \ (��\ \'\ i // / —J/ // �` / /�,.. / / ON DRACE HOT Tu } \e� \ \ 1 \ \ \/• \ 8020 \ \ • r — ASPHALT DRIVE / V ------- \\ I I NEW 12' ON piAOE OREff DECK FIN GRADE ON / / \ / / / / / \• ` I� �.__— ---- ELev� tD5'=1o'/ I AwI J \ \ NEIN SE TC 1 ANK n ON RErarvlNc.� I _ _ — — _ \• \ \ \ \ % ALIBELOW I I — — � 0 G L MI� / /^J FACE OF EC / I- I WAIL SELOir \ \ / / ( /!' / / ( / / ( / I \•�� EAR EIEV$gSe•L. J I /j YARD HYDRANT/ /\ G— I .—.—.— ASTER BEDROOM / ! 8�0 ) / / --/NQJ- EXISTING 1 a0[P 90vE1 K'ROo ADDITION ______________ 1 L DRAINAGE PATTERNS FNtGRADE / '—' —/ WITH RELOCATED I _ ' e T.O.SLPB d0 GARAGE FRONT I ELV.tas-lo• ooFRELow �I / / / MELD I i RETAINING E SO_a PR�POSED�\ LEECH F� I I I /_ 1 // r\ \ �EX5i1NO�DDMQA9/ / / / / (I \ • \ \ — ` ______ I , LANG ROOM T.O. P NIGN ® L MNG AM AODITION _ I / / I ( { I / \ \\ G A RR A G E 80+7 i O PDDITION � 10 3� 1 r — _ _ I / / / ,' 1 \ edea ASPHALT DRIVE r--/ GF PA%7NG / E%6LNG / I ! \ \x / \ ` \ \\•` \. \\\\ \\ I I — _ '_•_• .. ASPHALT LAWN '\. �•�. LAWN I } -----NEW A PHALT IURNAROUI D �•�' /� / OR FIRE TRUCK ACCESS \, [� PROPANE TANK — P I \ I \• /,� \ 3 6 MINIMUM (STING L ECHi FIETD-------I-- i 1 r \. " _.���>."`_�\ `•\ I p4/ — —— _ \\\\ \\� l� \\\ \\1 \l 1 HOUSE` i----;----I------� ARCHITECTURAL SITE LAIN' F / ------- ----------- u — _ U ARCHITECTURAL SITE PLAN PROJECF # 0501 FILENAK: 0507•A l.0_small LMAN: SITE—PUN—SM Alm05 lu 0- J U) O z F�— F 67 ARCHITECTURAL SITE PLAN PROJECF # 0501 FILENAK: 0507•A l.0_small LMAN: SITE—PUN—SM Alm05 r t x r Y •• eF, x ARCHITECTURAL SITE PLAN PROJECF # 0501 FILENAK: 0507•A l.0_small LMAN: SITE—PUN—SM Alm05 3040 No N " E PA -E rvs ---- XL socXNeraH,ecwuL. S� LI\ NG NIXIU 8034.7 noor,ory * o 116 M EDGE 830.5 8030 _ � []SLA9 Fig GMAG[ F_EV 9B'd" 828.1 asalr.L-rNI11 70<1& FN�F<OpF PSPE KDR`v� SCALE 1"=20' NORTH PROP�R�� PROPOSED 2 -BEDROOM CARETAKER no k os 'E CLEAN 8020 1000 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK z WITH AN EFFLUENT FILTER ON THE OUTLET. I EWA PHALT T RNAR01 OR FI E TRUC ACCESS 3 ' MINIMU 1...... ..... ; EXISTING rsP+IT oNIVE ElItTING o. -t E.v HEW ,2" o,n caLVEN- MIN CLEAR PRIVEWAY WIDT PULDER rE3)XPAND VERALWIDTH AS IQ IR E �E 4" SCHED 40 PVC LjsF SEWER LINE O nsaNnc oa,vE 1047 4)//VG O PVC LINE MUST BE ENCASED WITH SCHED 40 PVC, AND INSULATED ,�°4 WITH BLUE BOARD UNDER DRIVE j THREE GRAVELLESS CHAMBER TRENCHES USING SERIAL DISTRIBUTION. ONE TRENCH MUST HAVE 10'QUICK-4' CHAMBERS, AND TWO TRENCHES MUST HAVE 9'QUICK-4' CHAMBERS. AN 8 -FOOT PROFILE HOLE MUST BE DUG IN THE AREA OF THE PROPOSED DRAIN FIELD PRIOR TO CONSTRUCTION TO CONFIRM SOIL CONDITIONS. �SERIALOVER LOW LINES iE VATION PIP S `EXISTING LEACH FIELD FOR MAIN RESIDENCE 2 Compartment Septic Tank with 4" Dia. Biotube Effluent Filter / PVC or Concrete Risers with Grommet(s) (bond to tank adapter with \Q, recommended adhesive)\ J� Slope Ground OQ— Away From Risers Conduit to Q� Alarm Panel Q� Conduit Seal Inlet Tee AN ALARM IS OPTIONAL Patents # 4,439,323 & 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. CENTER PORT ACCEPTABLE Liquid Level 2" High Level 'VC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts Filter Cartridge Handle (field cut to desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter RN ■ Orenco Systems® Incorporated 814 AIRWAY AVENUE SUrHERUN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE (541) 459-2884 TANK SPECIFICATIONS CAPACITY REQUIRED AT CARETAKER = q X 1.75 X (30 HOURS/24 HOURS) = 657 GALLONS REQUIRED TANK(S) AT CARETAKER = 1000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE OBSERVATION/VENT PIPES (TYP.) 40' SERIAL OVERFLOW LINES O PIPES TO ENTER AND EXIT CHAMBERS MUST BE IN A TOP PORT IN END PLATE INFILTRATOR(R) QUICK4(TM) CUT SHEET 12"_7374"! -- z)z 48" (EFFECTIVE LENGTH) DESIGN 2 -BEDROOM CARETAKER UNIT, <2000 SF = 300 GALLONS PER DAY TOTAL LOADING = q = 300 GALLONS PER DAY PERCOLATION RATE = 25 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 25) / 5 = 525 SF REDUCTION OF 50% = 263 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 36/40 FEET = 9/10 CHAMBERS TOTAL NUMBER OF CHAMBERS = 28 PROPOSED NEW INFILTRATIVE AREA = 277 SF I THREE TOTAL TRENCHES INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' �LLlli,� mom QUICK4(TM) END CAPS 36' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE --3 3.0' MAX 6' MIN. 1.5' MIN INFILTRATOR(R) EXTENT OF QUICK4(TM) EXCAVATION CHAMBER, 3.X 4' SCARIFY SURFACE TRENCHES MUST BE LEVEL NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 10% TO THE WEST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. 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 0845 ASPEN OAK DRIVE Project No. 1234 PGOLE WOOD SPRINGS,C081602 PITKIN COUNTY, COLORADO ONSITE WASTEWATER SYSTEM DESIGN FOR PROPOSED CARETAKER 08-28-06 970-618-5033 GREGORY RESIDENCE