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Home My WebLink Aboutpitkin.eh.264502400010 (1988)ASPEN*PITKIN ;�V ,_o--0-00-0ro ENVIR115NMENTAL HEALTH DEPARTMENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. � �(? (Doil TYPE OF PERMIT: )Initial Construction ( )Emergency Use ( )Repair Work,(Pievious Permit 1 or installation ( )Use Permit as a result of Sale ( )Othor: ISSIFED TO: ,) ( )Alteration of an existing system, (Previous Pernit i .) DATE OF ISSUE A Omer J N ,i Z N�brS Home Phone Business Phone Mailing- Address 3,53 Sti4'� SS C , I<, P, Agent, Mailing Address Phone Sewage Disposal System Work to be performed by —1 t ' r Seetaks 12-+ 4 1 This permit valid only for premises location by the following legal (descriptions!A-5 �i / Jl� P40 SJy��Jl—11 Z f6tJ. LOT SIZE WATER SUPPLY. 7P(Z-jUrv6 UJOJ ` AVERAC:E PERCOLATION RATE 3q 1"421 ' This Individual Sewage Disposal Permit is granted with regard to the following use: �( hII l�e>icCC CQ, Ntrabor of: Dcdreoms _ > Lofts _ ('�_ Garbage Disposals_ Disposals_ 1 Dishwashers. clothes Washers / CALCULATED AVERAGE DAILY WASTE LOAD `( 5 GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDE14 THIS PERMIT: . y Types of Tank or Treatment Units C�cv�, iOv�-.(L TankCapacit"i J(-1 � �� — Gallon Hinin:ura Method of Final Disposals �bF�e� r?��r( Glyc 5 Absorptiop Area Square Feet Nininum I Description (including brand na", if any) of other equipment ar eppurtnancess / F fo ll>z Ago dee 1��,� 3E�`� �j►� o�(sr� i AgcYe, .Other Conditions or Specifications(` a F -r"O D r1E,2N^ aS STAGES REQUIRING INSPECTION BY THE HEALTH DEPARTMENT: ( )9cfore Excavation ( )Upon completion of excavation and prior to plaeement of gravel ( )Before covering distribution system of absorption f_eld PPrior to backfill of any component ( )Other, Specify: Plans and specifications of the proposed sewage disposal system have been reviewed and are ccnsidered satisfactory. Pernissi.on is hcrehy granted to the owner or his agent to perform the work indicated above in accordance with the Pitkin County Indivi3ual Sewa;e Disposal Regulations in effect on the date of issue. In addition to general provisions act forth on the reverse herecf, this Permit is subject to the following additional terns and conditions: APPROVED FOR ISSUE BY� �,�-- (title), ), The above individual sctirago disposal system installed by t hes been inapcc[cd for use by a reprrescntativc of the Asl:en 1 -it in Linvironr�iital Hca t. neperunent. Ti;.! uwnor asaumos a ll rc;;ponnibillty in cane of failure or inadequacy of thin sewage disposal system. Complete as -built drawing attached. DATE OF FINAL INSPECTION its- TITLES i 130 South Galena Street / Aspen, Colorado 51619 303/925-2020 / VN / M z ASPEN*PITKIN ` ENVIR0NMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL -PERMIT Name of OWNER \ --� S�'� PHONE GI S S 7�1 U Address of OWNER 'V3 Name of APPLICANT PHONE PERMIT TO BE: o Picked Up ( )Mailed tot TYPE OF PERMIT: P)New Installation ( )Repair (,,s Owner ( )Applicant ( )Emergency use ( )Alteration NOT due to failure LOCATION OF PROPOSED SYSTEMt /� / Legal Description 4 f �� G ti, a J Lot Block filing Subdivision Size of Lot -acres TYPE OF STRUCTURE: (O Single Family Dwelling ( )Other: Do you plan any further additions to the residence? ( )YES ( )NO No. of bedrooms :7 No. of Lofts No. of Garbage Disposals �_ No: of Automatic Dishwashers No. of Automatic Clothes Washers WATER SUPPLY: (V)Private Well, Depth or ( 1Pub11e, Name of System ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DIS1OSAL SYSTEM PROPOSED: (�dseptie Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Mound ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: The initial site inspection must be arianged with the Aspen/Pitkin Environmental Health Department (925-2020. 8:30-9:30 a.m.) before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can be obtained. FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. S Application for an individual sewage disposal permit is hereby submitted. The undersigned acknowledges that the above information is true and that false info do will invalidate the application and any subsequent permit. Signature of Applicant �_ ill " DATE Y/f LL' I & "s- _ (This application becomes. invalid i� from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the :Following items by measured distances: 1. Property :Lines and dimensions. 2. Proposed .and existing water wells on subject property and adjacent property. 3. Domestic water service lines. {. Proposed and existing buildings, driveways, and other structures. S. Streams, lakes, ponds, irrigation ditches, and other water courses. 6. Proposed and existing individual sewage systems on subject property. , SUBMIT A REVISED PLOT PLAN PRIOR"TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. The undersigned hereby acknowledges receipt of this individual sewage "disposal permit application and a permit fee in the amourt of $��(� Jt) , Receipt Number , Date Fee Received -by Administrative officer 130 South Galena Street Aspen, Colorado 81611 303/925-2020 PITKIN COUNTY ENVIRONMENTAL HEALTH Field Test Data Sheet on Percolation Test PROPERTY OWNER � PHONE MAILING ADDRESS LEGAL DESCRIPTION OF PROPERTY ��3 , SiL°''`"��s �2�n �- es°9 LOCATION OF TEST HOLES L , Three (3) test holes required per system Test Hole Depths (24" minimum) Diameter of Test Holes Water remaining after 8 hour soak ac iG LIS L6 TEST HOLE No.1 Drop—� Time TEST HOLE No. 2 TEST HOLE No. 3 Drop Time Drop Time 15- N✓- Percolation Rate Each Hale Average Rate Ll Comments on soil or site: �k �,,�,,,� w Ldol�le5 + PL,44.S Signature Date "1-�3 ✓� • . ( t � ' � (� � ' .w�1"?� j �� , �` ,,; 3333 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT V 130 SOUTH GALENA STREET • AsPEN, COLORADO 81611-1975 - PHONE 970.920.5070 • FAx 970.920.5074 www.aspengov.com/ehnew/county/index.html Printed on Rxvcled Paper RESOLUTION OF THE PITRIN COUNTY PLANNING AND ZONING COMMISSION GRANTING THE JENSEN 1041 WILDLIFE AND GEOLOGICAL HAZARD REVIEW Resolution No. 86-27 WIIEREAS, on September 2, 1986, the Pitkin County Planning and Zoning Commission (hereinafter "Commission") reviewed an application submitted by Robert N. Jensen (hereinafter "Appli- cant"), requesting 1041 Wildlife and Geologic Hazard Review approval for two (2) residential homesites on a 269 acre parcel located on Snowmass Creek Road adjacent to the eastern boundary of the Windstar property, as more fully described in Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Commission conducted a public hearing on September 2, 1986, at which time evidence and testimony were presented with respect to the aforesaid application. NOW, THEREFORE, BE IT RESOLVED by the Commission that it does hereby approve the Jensen 1041 Hazard Review for the construction of two residential homesites on the property described in Exhibit "A", subject to the following conditions: 1. Prior to issuance of any Building Permits, the Appli- cant shall record a 24" x 36" mylar site plan which meets the approval of the Planning Office and,County Attorney. Said site plan shall include the Building Envelopes and access drives as represented by the Applicant. 2. prior to issuance of a Building Permit, the Applicant shall comply with the recommendations of the geologic reports dated April 14, 1986, and July 7, 1986; ,prepared by Nicholas Lampiris; and attached hereto, as N • 2 z n 00 ' t 519 prig o :;a C" rte. � �z o z 00 �rn 0o o� rn -- rn RESOLUTION OF THE PITRIN COUNTY PLANNING AND ZONING COMMISSION GRANTING THE JENSEN 1041 WILDLIFE AND GEOLOGICAL HAZARD REVIEW Resolution No. 86-27 WIIEREAS, on September 2, 1986, the Pitkin County Planning and Zoning Commission (hereinafter "Commission") reviewed an application submitted by Robert N. Jensen (hereinafter "Appli- cant"), requesting 1041 Wildlife and Geologic Hazard Review approval for two (2) residential homesites on a 269 acre parcel located on Snowmass Creek Road adjacent to the eastern boundary of the Windstar property, as more fully described in Exhibit "A" attached hereto and incorporated herein; and WHEREAS, the Commission conducted a public hearing on September 2, 1986, at which time evidence and testimony were presented with respect to the aforesaid application. NOW, THEREFORE, BE IT RESOLVED by the Commission that it does hereby approve the Jensen 1041 Hazard Review for the construction of two residential homesites on the property described in Exhibit "A", subject to the following conditions: 1. Prior to issuance of any Building Permits, the Appli- cant shall record a 24" x 36" mylar site plan which meets the approval of the Planning Office and,County Attorney. Said site plan shall include the Building Envelopes and access drives as represented by the Applicant. 2. prior to issuance of a Building Permit, the Applicant shall comply with the recommendations of the geologic reports dated April 14, 1986, and July 7, 1986; ,prepared by Nicholas Lampiris; and attached hereto, as "CCK 519 P,'' A 52 Jensen 1011 Hazard Review Resolution No. 86-27 Page 2 Exhibits "B" and "C," respectively. 3. To mitigate wildlife impacts, all dogs on the property shall be kenneled. APPROVED by the Commission at its regular meeting on September 16, 1986. ATTEST: PITKIN COUNTY PLANNING Barbara Norris, Records Administrator Assistant FK.10 AND ZONING COMMISSION By Peter uy Vice Chairman 51 ,JH -' 53 LCGAL CESCRIPTION: A PARCEL OF LAND SITUATED IN SECTIONS 2, 3 AND 11, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE SIXTH PRINCIPAL. MERIDIAN, MORE FULLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHENCE THE NORTHWEST CORNER OF SAID SECTION 2 (A BRASS CAP FOUND IN PLACE) GEARS N 01'04'13' W 1831.65 FEET: THENCE S 19'27' E 197.00 FEET; THENCE S 41'27' E 181.40 FEE:'; THENCE S 18'23' E 90.00 FEET; THENCE S 39'08' E 133.20 FEE:; THENCE S 73'51' E 116.61 FEET; THENCE S 57'00' E 110.67 FEET; THENCE S 46'33' E 65.00 FEET; THENCE S 17.14' E 848.11 FEET: THENCE S 31'47041' E 2452.35 FEET; THENCE S 58.04'30' E 331.20 FEET: THENCE S 06'56'23" W 234.36 FEET; THENCE S 27'29'29' W 410.94 FEET) THENCE S 20.04'58' W 403.05 FEET; THENCE S 01'22'16' W 629.64 FEET) THENCE S 06'26'12' E 773.37 FEET: THENCE 5 18.38' E 136.00 FEET: THENCE N 86'38'17' E 917.11 FEET) THENCE EAST 214.13 FEET: THENCE S 89.53'44' E 931.38 FEET TO THE CENTERLINE OF SNOWHASS CREEK ROAD; THENCE CONTINUING ALONG SAID CENTERLINE THE FOLLOWING COURSES AND DISTANCES: 622.39 FEET ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 1100.00 FEET (THE CHORD OF -4HICH BEARS N 12'59'53' W 614.12 FEET); 333.20 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 1175.00 FEET (THE CHORD OF WHICH BEARS N 21'05'00" W 332.08 FEET): N 12'57'35" W 356.99 FEET; N 12'38'01' W 497.24 FEET, 192.97 FEET ALONG A CURVE TO THE RIGHT HAVING A RADIUS OF 298.20 FEET (THE CHORD OF WHICH BEARS N 05'54419' E 189.62 FEET), N 24'26'38" E 349.05 FEET, 177.18 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 408.92 FEET (7I1E CHORD OF WHICH BEARS 14 12'01'53' E 175.79 FEET), N 00.22'52- W 2061.83 FEET, 212.26 FEET ALONG A CURVE TO THE LEFT, HAVING A RADIUS OF 227.37 FEET (THE CHORD OF WHICH BEARS N 27.43'37' W 204.30 FEET), N 55'04'22" W 60.00 FEET) THENCE DEPARTING FROM SAID CENTERLINE, N 21'48'29' E 327.50 FEET; THENCE N 00'26' E 323.96 FEET) THENCE N 00'25445' E 645.69 TZZT; THENCE S 89'SS'03" W 172.45 F':GT; THENCE S 41'00' W 988.60 FEET: THENCE S 68.26'03' W 1002.22 F,:ET: THENCE N 43.47040' W 1249.47 iEET) THENCE S 00'00'33" E 613.87 FEET; THENCE N 31'47'00' W 388.28 FEET; THENCE N 34'35' W 308.60 FEET: THENCE N 51'39' W 154.80 FEET: THENCE N 44.51' W 538./0 FEET; THENCE N 48.54' W 277.20 FEET: THENCE S 31'33' W 245.09 FEET TO 711E POINT OF BEGINNING, CONTAINING 280-00 ACRES. r MORE EXHIBIT "A" Resolution 86-27 Nicholas Larnpiris, PhD CONSULTING GEOLOGIST P.O. Box 10935 ASPEN. COLO" ADO a 1612 (303)%3.3600 925-6020 ASPEN OFFICE April 14, 1986 Drooke Peterson 315 E. Hyman Suite 345 Aspen, CO. 81611 RE: Jensen Property/Driveway Dear Mr. Peterson: Exhibit "B" Resolution I have viewed the driveway accessing the upper meadow where the Jensen improvements are. The driveway is cut in Quaternary age glacio-fluvial terrace deposits which consist of poorly sorted and poorly graded clays, silts, sands, gravels and cobbles. Although the driveway is a little steep, approaching eight to ten percent grade in one stretch, it is well constructed with a good base. There is no evidence of slumping or other instability at this time on the cut bank side of the road. The underlying bedrock in this area is the Cretaceous age Mancos Shale which dips approximately twenty degrees to the south, or generally into the hillside. On balance, this is a positive -factor, but the eroded surface of the shale beneath the glacial deposits probably slopes into the valley. This, in conjunction with an irrigation ditch which crosses the hillside .above the steeper part of the access road, could cause instability and potential failures along the road cut. This potential, of course, would be magnified if the ditch itself were to fail. My recommendations are to irrigate this section of the pasture on the terrace above the road carefully, and to leave water in this particular ditch for as short a period of time as possible. Obviously, the ditch should be well maintained so as to keep the potential for failure at a minimum. In the fall, after the irrigation season is over, this portion of the ditch above the road should be made to catch and carry as little spring runoff as possible. Despite possibly decades of irrigation at this site,_I saw no significant signs o'f, instability along the access road and expect little trouble with mass wasting, especially if the above recommendations are followed. Please contact me if there are further questions. Sincerely, Nicholas Lampiris N1/clk Consulting Geologist #186-27 Brooke Peterson 315 E. Hyman Suite Aspen, CO. 81611 RE: Snowmas7 Creek., Dear Mr. Peterson: Nicholas Lampiris, PhD CONSkjLTIf+G GEOLOGiSr P.O. Box 101135 ASPEN, COLORADO 81612 1303)%3.3600 9256020 ASPEN OFFICE July 7, 1986 305 1041 Study P e 1 of 2 I. olution #86-27 I have completed my geologic investigation of Lot 12 of the Jensen property in the Snowmass Creek valley. The roughly triangular shaped lot is approximately 70 acres along the west side of the Snowmass Creel; Road. This is within the SE 1/4 of Sec. 2, T 9 S, R 85 W of the Sixth P.M., within the Woody Creek 7 1/2 minute quadrangle, Pitkin County, Colorado. None of the property goes beyond the base of the steep hillside to the west. The building site as shown on the accompanying map is near the west central portion of the lot. The topography of the proposed site consists of irrigated Pasture interspersed with groves of scrub oak:. The site is quite flat and is more than 80 feet away from the base of the steep hillside. There are no ex-isting structures on this site. The geology of the site consists of surf i c i al d 2posi is of glacio-fluvial origin of Quaternary age. This is in the form of poorly sorted silts, sands and gravels on a terrace above the present level of Snowmass Creek. :Underlying this material, perhaps 50 to 100 feet below the surface, is the Cretaceous age Mancos Shale which in this general area dips approximately 15 degrees to the south.' There are no other geologic structures which could adverdely affect this site. The building site as depicted is far enough away from the base of the steep hill to the west so;as not to be affected by any gravity related phenomena there. There are no significant gullies on that hillside which could have an affect on the building site. .-This is ,an excellent site for the development of a single family dwelling, but high ground water conditions should be expected, especially during irrigation season. It will still hc- necessary to have a soils engineering study prepared to insure proper foundation design and to protect against potential high 'ground water conditions. Exhibit "C" Page 2 of 2 Resolution #86-27 July 7, 1906 Snowmass Creel' 1041 Study Page Two Access to the site should be easily attainable off the Snowmass Creek: Road on grade to the site, but several culverts may be necessary because of the irrigation system in place. Water for domestic use should be available through the drilling of a well to a depth of perhaps feet. Waste disposal should be available through the construction of a septic system with accompanying leach field in these permeable soils. Once again, the complicating factor may be the potential for high ground water; the Pitkin County Sanitation Engineer should be consulted for his specific recommendations. Please contact me if you have further questions. Sincerely, Nicholas Lampir`is Consulting Geologist encl. NL/cl k 0