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Home My WebLink Aboutpitkin.eh.246734301012 (1991)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Nates & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System .etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. 24(-/7 -313 Ol 61Z WASPEN*PITKIN • ENVIFIONMENTAL HEALTH OEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT Name of OWNER( L� �� PHONE-3�0 1 4 . Address of OWNER �. O P, c) -/,-(o IC1� Li y � . SNDW MASS V I LL, � • � } b lS Name of APPLICANT 1�1� 1 (� LPn-ILS- PHONE 1 PERMIT TO BE, ( )Picked Up Rallied to: ownar ( )Applicant TYPE OF PERMIT) ( )New Installation ( )Repair ( Irmergency Use ( )Alteration NOT des to faller is LOCATION OF PROPOSED SYSTEMS Legal Description Lot ' Block TYPE -OF STRUCTURE: X/) Single Family Welling ( )Others / so. of bedrooms Z+ No. of Lofts No. of Garbage Disposals No. of Autoratic Clothes Washers - 6A-yeWay RtQ Do you plan any further additions to the residence? ( )YES ( )NO No. of Automatic Dishwashers VATER SUPPLY, ( )Private Well, Depth or�)Public, Name Of Syst4H16AW/rJ JV L;,A/?uWW% 4-4.11594 ( )Spring ( )Stream or Creek - TYPES OF INDIVIDUAL SLWACE DISPOSAL SYSTEM PROPOSED, - (.)Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toiilee�t� ( )Mound ( )R¢eyeling, potable use ( )Recycling, other use ( )Vault Privy 't�)Other,S� /�/n ^•S�i ii C/�7E.•� The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2010. 6,10-9,10 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. Application for an individual sewage disposal permit is hereby submitted. The undersigned a ledges that the above information is true and that (also �rmation vii invalidate the application and any subsequent POrmL� Signature of Applicant DATE (This application becomes. Invalid Ii montl{s 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. 5. 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 perm LO app�l/ication and • perms fee Ln the amount of S 5 Receipt Number D b O 211 Date Fee Received �— Y -/ , by, A inistrativo Officcr 16� CQ V 130 South Galenos Street Aspen, Colorado 81611 303/920-6070 Aspen / Pitkin Environmental Health Department Contact Log Sheet Name: �j 4 Cr Parcel ID#: 2W7- 3 — Q/-01,?- Address: G{� �n Snou cess SCc L /� Date Person Spoken To Comments / Action to be Taken Initials S2 Qrh / 5tr chr l S i / so hls c i Peak Properties 720 East Durant, Suite E7 Aspen, Colorado 81611 ATTN: Dale Potvin RE: Lot 12, Block 1, Filing 3, Subdivision, known and numbered Dear Dale: July 8, 1991 Gateway to Snowmass Mesa as 0094 Elk Range On July 3, 1991, this department conducted an inspection of the referenced property, owned by Gregory C. Speer, for the purpose of evaluating the on-site wastewater disposal and water supply systems serving the existing dwelling. The inspection was done at your request. This letter is our opinion of the suitability and compliance of the systems with local and State public health codes and accepted sanitary practices. A review of our office records indicates that the sewage disposal system consists of a 1250 gallon concrete septic tank and 1525 square feet of absorption trench area constructed in 1984. A copy of the individual sewage disposal permit is enclosed. It indicates that this department inspected and approved the construction of this system before it was placed in operation. A visual inspection of the premises indicates that the sewage system is apparently functioning satisfactorily at this time. However, we wish to emphasize that this letter is not to be interpreted as implying any warranty regarding this sewage disposal system. As a part of this inspection, the septic tank was pumped, receiving the maintenance required every two years by County regulation. Water to this residence is supplied from a well and community water system. Samples collected each month meet standards for coliform bacteria established in the Colorado Primary Drinking Water Regulations. The Colorado Department of Health performs an annual inspection which indicated that the system is in compliance with requirements for adequate treatment. If you have any further questions regarding this letter or if we may provide additional assistance, please call. cc: + 3 Resp tfu11 sub it d, 7F_ Robert F. Nelson Environmental Health Officer May 9, 1975 Jim Butterfield c/o Clay Crossland Bos 737 Basalt, Co. 61521 - qio — SYS -01 -OIX Be: Lot 12, Block 1, 3rd Filing, Gateway to Snowmass Subdivision Dear Sir: A preliminary investigation and soils test was conducted on the above -- captioned property on May 1, 19T5 for the purpose of determining the suitability of the site for an individual sewage disposal system. The average percolation rate was 47 minutes to the inch and that portion of the lot where the proposed system is to be installed was relatively level. therefore, it is the conclusion of this L•epartment that a conventional septic task - absorption field cats be installed in compliance with the Pitkin bounty Indlvla,al Sewage Disposal Regulation. It is suggested that the absorption field be located to take advantage of the improved percolation of the gravel stratum located on the southeastern Port"5n of Lhe lot. Shou13youu leave any further question] concerning this matter, _Tease call 925-4366. RFN:sgp t1 Sincyrt .0 e5� o R/b/ert F. Nelson, R.P.S. Assistant Sanitarian I ASPEN#PITKIN Qn ENVIRONMENTAL HEALTH DEPARTMENT January 21, 1991 Mr. Jim McNeil Alpine Engineering, Inc. P. O. Box 97 Edwards, Colorado 81632 Re: On-site Wastewater Disposal System Design for the Dance Lot described as A 1.09 Tract of Land in Section 34, Township 8 South, Range 86 West of the 6th P. M. (Lot 12, Block 1, Filing 1 Gateway to Snowmass Mesa Subdivision) Dear Mr. McNeil : We have completed our review of the engineering design for the referenced property which we received from Craig Dance on January 14, 1991. As you are aware, under Colorado State Law (C.R.S. 25-10-101 through 112) and the Pitkin County Regulations on •Individual Sewage Disposal Systems, the site is considered unsuitable for conventional sewage system designs due to the steep slope, the shallow, fractured shale bedrock and the lack of developed soils. Normal on-site sewage disposal techniques do not offer an acceptable solution for the construction of a septic system for the single-family house proposed for the property. The engineering alternative, as you have proposed in your design dated December 11, 1989, are generally acceptable. Based on this design, a permit for an on-site wastewater sewage system could be could be issued by this department. However, we would recommend several possible design changes or alternatives with the potential to improve the performance and system longevity.. These techniques include the following: 1) Using a dosing chamber to intermittently and sporadically load the sand filter. 2) Use narrower trenches to avoid deep cuts and backfilled areas (for example to use trenches, each perhaps 55 feet in length) 3) Utilize smaller diameter (1" to 1 1/2") Schedule 40 PVC water pipe with perforations of 1/8 to 1/4 -inch diameter spaced at distances of about three feet along the bottom of the bed or in each trench. The goal is to achieve a minimum operating head of two feet at the distal end of the distribution lateral lines of the absorption area. We refer you to Section 5-5 of the basic Pitkin County specifications. 4) The substitute underlying fill material is not specified, as by particle size distribution. We assume a fine sand or sandy loam is to be used. Either fill will provide an effective filter for adequate treatment of the septic tank effluent. 5 - 130 South Galena Street Aspen, Colorado 81611 303/9e0-6070 0 0 Dance Engineered on-site Sewage System Plan Review January 21, 1991 Page 2 This parcel should accommodate each of these suggested modifications in compliance with County regulations. Please let us know what you think of these design changes, once you have had time to consider them. We remind you that Section 3-8.4 requires you to certify in writing to this Department that construction and installation of the system has been completed in accordance with the terms of the sewage disposal permit and your design plans and specifications. If you have further questions regarding this matter, please call. Since vzlw;� Ro ert F. Nelson Environmental Health Officer CO TOPOGRAPHIC MAP OF A PORTION OF LOT 12 BLOCK/, FIRST FILING GATEWAY OF SNOWMASS MESA SUBDIVISION PI TK/N COUNTY, COL ORA DO GENERAL NOTES 1. Date of Survey: September 15, 1909 2. Eu is of EearLng: N24'00'00"E along the vast boundary of Lot 12, and the line common to Lots 12 and 130 between monuments found. 3. All notes set forth on the map of Gateway of Snovmass Ness Subdivision, First Filing are applicable. 4. This property is subject to applicable protective covenants. 5. Benchmark is top of pin and cap, NE corner of Lot 12, assumed elevation of \ 100.00. 6. Easements that affect this property are not shown and are not a part of this survey. Refer to an updated title commitment for any title Information. 7. Contour interval is 2 feet. 8. NOTICE: According to Colorado law you must commence any legal action based upon any defect In this survey within three years after you first discover ouch defect. In no event may any action based upon any defect 1n this survey be commenced more than tan years from the date of the certification shown hereon. i1T /7 I IAINTAIN 10' SEPARAT N ROM SEWER LINE \ \\ \ XX PROPOSED IOO)S GR4. \ SEPTIC TANK \,\ LOT 12 SETBACK L NOTE: .January 16, 1991, added proposed drive and proposed residence to map. The topographic information is based upon the survey completed September 15 1989. Any changes in topography which have occurred after September 15, 1989 are not reflected on this map. \` ` EXISTING GRAVEL ROAD —,ROAD 8 UTILITY EASEMENT I 2 WAY NDS DIVERTER VALVE OBSERVATION / VENT PORTAL (TYP.) I \ \ SCALE- 1" = 20' \\\ \ \ K\ \\ 20 O 20 \ \ \ \ \ LEGEND \ \ � —FOUND REBAR 8 CAP x33/7 TOA/`T fAi") # 12075 ENGINEERING INC Edwards Business Center a P.O. Box 97 e Edwards, Colorado 81632 a 303/949-4640 a 303/926-3373 SHEET I OF I