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Home My WebLink Aboutpitkin.eh.264315201001 (1994)Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & 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. R&ID# ti��3-IS2-DITOI ASPE N ENVIRONMENTAL HEALTH DEPA R& ENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM (ISDS) PERMIT Name of OWNER 1�� OqjE-S Bus. Phone # c Q Mailing Address G ( C-> 5 6`O A ' 9-m4 2W O Home Phone # g O V Name of AGENT ��' v\ Q ^tea Bus. Phone # - 9 (6 6 Mailing Address C Ci'( µ l Home Phone # �.;LCopy of Permit to be Sent to: "O lT'L PERMIT IS FOR: K NEW INSTALLATION, (j REPAIR, () ALTERATION NOT DUE TO FAILURE, or () EMERGENCY USE. for permit # STRFFT AIDIDRFSS of Prnnartv: �v uB OO c?r-I l.lvt \f— R c� LEGAL DESCRIPTION of Property: COO [ �,50K J,&�)O \)%SOUot block_, filing _,, and subdiv. Size of Lot acres Type of Structure Proposed # BEDROOMS Ll , # LOFTS _, # GARBAGE DISPOSALS # DISHWASHERS "Z, # CLOTHES WASHERS \J Water Supply: K Private Well. O Spring, O Stream, or O System (Public or Private Name: 1 u.O ukkI ,l 1 IS PROOF OF ADEQUATE WATER ATTACHED? KYES or () NO HAS THIS PROJECT BEEN APPROVED BY PITKIN COUNTY? () YES or () NO Application for an Individual sewage disposal system permit is hereby submitted. The undersigned acknowledges Nat the above information Is true and that false Information will invalidate Ne application and any subsequent permit- Issuance of Ne permit does not explicitly or implicitly Imply Ne approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken .mtll all approvals and permits have been obtained. The owner assumes all responsibilities In case of (allure or Inadequacy of this system. Q Q SIGNATURE OF APPLICANT".S Date ` L The application becomes invalid 120 days f m the date his Permit is valid only for the design as specified bel .a..<..e.......aaaa.aa:aa.•:"BELOW FOR OFFICE USE ONLY* ..... INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT # L D 3 Z S150 fee paid 1` Yes. Date received ( Receipt # �l Received By DESIGN CRITERIA OF SYSTEM TO BE INSTALLED: Any changes must be submitted and approved in writing. # of Bedrooms: -q--. Percolation Rate: J—mpi, Average Daily Waste Flow: 6 ed gallons. Is an Engineer Designed system needed? ( ) Yes or (y No (All plans and specifications of Ne engineer shall be followed. Any changes most be approved in writing and the engineer shall certify the final Installation to the Environmental Health Department in writing.) C/ Minimum Septic Tank Capacity 1a So gallons Absorption Area �'sr square feet minimum 411, () Absorption Bed, 14 Absorption Field in Trenches, 9 Gravel -less system, () Pumping/Dosing Chamber, L() Absorption Pit 1�.tJ1Zr l zCn Gruutl-fCsS Sy3kf.� , ;5 chosen, CanF�cf 4-h;5 p�;cL c(�, o� ticl s,ze redi,e,ficn regm-fremi,,74s. R clofiriba. &-, box is recommtndyd. Stages requiring inspection: () Before excavation, () Upon completion and prior to placement of gravel, hi'Before covering distribution system of absorption field, Prior to backfill of any component and any situation deemed necessary by Environmental Health Department Staff. I Plans And speclfcatlons of the proposed individual sewage disposal system have been re,lewed and are considered satisfactory. Permission Is hereby granted to the owner or his agent to perform Ne work indicated above in accordance with the Pitkin County Individual Sewage Disposal Regulations In effect on the date of issue. In addition to general provisions sat forth in any attachmen s. this Permit is subject to the following additional terms and conditions if any: APPROVED FOR ISSUE BY: DATE OF ISSUE: The above Individual sewage dispcsel system has been inspected r use by the eNPitkin Environmental Health Department. The owner assumes all responsibilities in case of failure or inadequacy of this system. Complete as -built drawing and all specincatitms of as.bui are Included with Nis permit. FINAL INSPECTION BY: r�IJA. (� DATE OF FINAL INSPECTION: 7-2$-9 20TH:LOD:JTCPC:WP:PERMIT.B.1 130 SOUTH GALENA STREET - ASPEN, COLORADO 91611 - PHONE ]03.920.50)6 - FAx e01=5197 NPEHO V94 PRINTED ON RECYCLED PAPER 1- 9 0a ASPEN/*IN ENVIRONMENTAL HEALTH DEPAR-ONT FINAL SYSTEM DESIGN -INAL SPECIFICS OF THE SYSTEM INCLUDED UNDER THIS PERMIT: ;As -Built Conditions) Type of Tank or Treatment Unit:: CC*4At Tank Capacity:Z/ SD gallons Type of Absorption Field: In r 7<'d2N ( 6A, Absorption Area: � (a square feet DESCRIPTION, CONDITIONS, AND SPECIFICATIONS OF SYSTEM DESIGN: Z frtM.['�S FINAL AS -BUILT PLOT PLAN: wi curt is h.� � to-b+n ,y 1 FINAL INSPECTION BY: SOTH:UDDJTCPCrWP: PERMIT. a 1 Ipitc-t ;0fut;"� v1 D 4T1 t3 knT+3 I DATE OF INSPECTION: 100 SOUTH GALENA STREET • ASPEN, COLORADO 01611 • PHONE 000.920.5070 - FAX 003 an 5197 PRINTED ON RECYCLED PAPER i Aspen / Pitkin Environmental Health Department Contact Log Sheet Name: .I&n J, feS ParcellD#: Z�vL' IS2-o1-<:c( Address: l2;�; �J_,y��CIc Q� Date Person Spoken To Comments ! Action to be Taken Initials rs b 'l-l�-$ •.,,r.5 Gd CtEc� �7J Ctv?. �a hi �of .3 'fd �a Ca Sf cell °7941 -le S2 ca/ u ertyr e Ae d Su P"M-dl fil -�.� s • __ 11 11 Aspen / YrrKIn CnVlfOnmental Healtn Department • Contact Log Sheet • NaMe Parcell!) o20137- -/s -o/-oo / street address [yoodu �`ru�' �luoln Su 6 Y Application ER" Fee p Perc test Soil profile Site plan . C3/ House floor plan . Date Received: V/ Water Quality 91 Water Quantity TARGET CONSTRUCTION Barry Undahl Post office box 9922 Aspen, Colorado 81612 office phone 970.923.2173 cea phone 970-379-2144 MOON= MK77-1 110 ,,. 0 . ..._IFM.I- REM ff TM TARGET CONSTRUCTION Barry Undahl Post office box 9922 Aspen, Colorado 81612 office phone 970.923.2173 cea phone 970-379-2144 :)!p�•w J. " .�i1J.:.: 1 li - 4.AAy�.1.. V L�1 .........:, i:..:. . .. � ). ..... ..... .. Table 3 M Septic Tank Capacity P Rased on Number of Bedrooms • Minimum Effective Liquid 9 of Bed I7m Tank Capacity (gallons) 1 or less 75O ] ,1ti10010000� Each additional bedroom.— Maximum Loading Rates of Eluent Volume for Soil Absorption Systems --Pertalaton Rale RegulrM 9oupm Typical Sail Tealurn M.A. Loading R.I. (minuleahhcl0 Sold class _-1 (Appentic 21 (9alJig.IVaaY1 ..—._ 0.10 lot Per , Sand In ,)-20 II Sand, Loam 10 Loam 72 21.30 It Loam .50 1.40 2V Loam to Silly Loam .a0 u6o V Oa, Loam .]0 Ora 611 Vi Clay 20 Required Square Footage of Soil Absorption Systems 'Mv,imum pumper al seal., n 1. (2)" •AaaMPlgn ere. Ip I.." u n I¢Y!a as ellefnre sis ie ern MYam We wdeL •unaoilae4 br taepa,s pia ld pacWl. rale rs o+er 1",(201 invasea" )IKAI •Unayiuble w seeppe sear it peraWlM rale:, mer. i+Ml Ill la thin, (w) mL•Y1es. •Un,VMsb 1a CM+M4Mll ep."NM iy,lem,. �.oSS iG44� /. 34 ln�illra�i-f�tnchc5 � sy — 3a y 56 70 red 330 /8 18, 33' 14 &&,l ,15 57 T RegulrM 9oupm Regored eollom 1 A6,otPtlon Aru M K Ab, Mu M 1. it Req. fred Slae& lot Per , piv ev for Pn e'". In .q. R per m' Ia ' Soil Chu .,d Tom' SMnaara Trenton fie, SnPa9< Bede g. Put Seepage Plb l 165 215 Ia5 u 300 4110 335 111 440 575 460 IV 550 V 740 VI I h • 'Mv,imum pumper al seal., n 1. (2)" •AaaMPlgn ere. Ip I.." u n I¢Y!a as ellefnre sis ie ern MYam We wdeL •unaoilae4 br taepa,s pia ld pacWl. rale rs o+er 1",(201 invasea" )IKAI •Unayiuble w seeppe sear it peraWlM rale:, mer. i+Ml Ill la thin, (w) mL•Y1es. •Un,VMsb 1a CM+M4Mll ep."NM iy,lem,. �.oSS iG44� /. 34 ln�illra�i-f�tnchc5 � sy — 3a y 56 70 red 330 /8 18, 33' 14 &&,l ,15 57 T Li lr AUG -21-96 WED 15:28 r. Date �..� Number of Pages TO: tvrexy • OE&S FAX NO, 19043985095 u V TODD 9ARTOK ASSOCIATE A.I.A. Custom Home Design - Interiors P. 01 If you have any questions, please call sender at (303) 925-6119. FAX# (303) 925-86T1 �I � ii j��' 1'M � • ' D `j P CONFIDENTI rrY NOTE The information contained in this facsimile message may be privileged and confidential formation intended only for the use of the individual or entity named above. If the render a1 this message is not the D rENDED RECIPE;NC, you are hereby notified that any d agednation, distribution or 00py of this telecopy is strictly prohibited If you hm received this telecopy in error, please notify us immediately by telephone and re= the original message to us at the address below vie the United States Pattal Service. Thank you. 715 Wsst Main Street 6utke S Aspen, Colorado 81611 Tel 303.925.9119. Fax 303-925.6677 RUG -21;96 WED 15:29 . '96-M-21 15:47 OUS • Gas, FAX NO. 19043985095 0 Toa VENT MODEL GOOD 7V PSAW 6TlA mDe vaav iaoer V" o T mevmr uovw Coma OR Bur '1"c'Ir i l low w M.. ■ % I ►Dor u� E P E 6 1 r 1 O A T 1 O M i F. wew I arwww MOOM r'rtM.9 r'K�Y r'M"^i `w OO.r an "La {WEN3!'A 1 36% 141 1 1= I G1% I.2 tl% 1 a JUNIC I 65X9 NOT- M41g MMMT 8E A MOPTUR Y 0/ 7Y /OMS b7TOM Of TiEtMf 1n0A NOTR OA7 �t►IAOFD 00 Wo to= A IIF/WiM. } ar Dimor Ions f%V" b rnr...Jre •.r...• w r 44e drwMY. n ARCHITECT'S TEMPLATE DRAWINGS P.2 P. 02 H6aT-N (612) 890.8367 FAX (612) 6X044 NW444LO FWph" Pm"ft W1. easlM 1NNrL 116 GM.B.. MH $On AUG -21796 WED 15:29 —496-0e-21. 15,51 OUS FAX NO. 19043985095 0 P. 03 P.i MWA U FBATU BA • Large Glass Door Area (34" x 30" 1 • UOmins Embers and Yellnw Planes • Wable%WvetoAlter Maw flcight and Heil Output • Clean Buming • 11wilcd)unction Ifoti for Blok�tr and/or Remote Control • Polishod Brass IkW • Safety: High RmMatum Urnit Switch • flex uric and Qv shut Off • A.CA Design Certified and (x,AApproved for Use 161th Natural or LP. Gas • Optional Blower Optlonal Remote Control RCI I -09A h (ISE DlA PwFAiltllti, Heal-uk 6m ►GepLow milk nuft Pilots Wineerlitrsa to Oleate uaar Vwf Now aomoaonr, a aaaosu wTAUM Ir �41�Ii19D�4G9P�1'IR =M I•nfamm Oman ramaN MODELS 6000GDWI. MODEL 6000FIS dr 6000DVM 6000FU • 7 Ceramic Fba Lop a 19,00017M WWI Input Iro Called with Grate • A.EU.L lxft 65% • Air 11ght Combustion Chamhar • High Thetttnal Fffidenq • New Patent PeMingStsinlat 4 lb 74%+)•• %wj Pan Bunn' • C wnk; Gfasc • Brick Pattern in FSrebox and • Flxad Ldesh FroutvAth On fie RdmONy Hent F"W Bias TOIp• • Optional RC-= (R=te MODEL 6000'IVIL ContnA Ttxrmostat) and RC -W il4ulti-fUrtA1011 Re ft) a 20,000.79,OOD M'sft Input '"'6° • 19A27,000 B9 ylu input Oultid k pmv(s m • Iligh Thermal Mclerq (7o%+)- • Fired Mesh Fmd ■ Choloe Of Optional Fronts vah Polished Bras Tiro• uh Fixed Mesh* • 6• B -Vent Rcom • 2100631p008TT1'Slitslnput •dweAhtsrtiba HIM MM)" • Fixed Malt Fmnt With Polished dol Cjw Bra 1a rn• wymW',Cwn,,wA"aa OPTIONAL SLOWER SY ....'r—..ww ... The Industry's Best Petiornmee Blower System AUG -21796 WED 15:30 OE&S crrrooai0000rll� 0 .w a• ••aRur ..w. , wnv �M w Y �—..,�,u oM %. 4 0 Im wig mmo nv, • _� 1 O I f I C A T 1 0 11 • 11iy1 FantYdM Udx1•R p,ps FF*M O D. Moral A IbYy m n..1. loud �� PMiO ••m11 311A 1 10% 1 at I n mw 2s 1 u.M abr b tltrlrl (a d�itd aB m �+1� � aed,d, KAT*Wt111•wtM*mupa1t1mha . LIKWIM FAX NO, 19043985095 ��^�YYV..nN V�V•�Y P. 04 AIR -S PR Ms Includes Best a BlowerSjsDem • Mag•KUc Blown Mminl lh9 ABM Oor Indallatim In Se=ds • f>)+timal B10W Pc/ltlo&411u1 MmhuW Air ploy Reustanoe • Variable Speed Control Desippod m Be Installed in the Bottom of The Ilnir or on A Mall • Optlonal Clem -Air Filtering System; our' Clean -Air System Allows Its to Install DIld1fl8O�Ii MNJ System (Cartridge) That 7U Clean Room &When Operating HFIT-K& PIIM14 Products, k 6665 m. ik 11 Savage, RN 55379 00890.8361 Fax (612) W9 25 J i 0 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Permit # Name Oates Parcel ID # House Size 4400 (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 5 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit 0 Average Daily Waste Flow_ 750 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 7 (T) Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Absorption Area (A= Q/5 X SQRT) A = 926.013 sq. ft. of absorption area required 51 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 648.2091 sq.ft. with reduction 36 infiltrator units with reduction Type of system: []Absorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Pumping Chamber Is an Engineer -Designed System required? no_ yes _ reason: Minimum tank capacity 2000 gallons SETBACK FROM WELL # of feet = 160 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. APPROVED FOR ISSUE BY: SYSTEM INSTALLED BY: DATE OF FINAL INSPECTION REQUEST: FINAL INSPECTION BY: Printed on Recycled Paper DATE: DATE: �LL�i ASPEN • MTKIN �O CW��F� 00(O11 ENVIRONMENTAL HEALTH DEPARTMENT ��' yl k hem- 4v a cl4 � an � «gal y O 4.r `f �roau s ��✓ rc9 5i 9=yxz x I o 0 -91.7N 9 = (Yoo S x� A_o2goy2.Gy = 731 0 361 ink = /35O 920-5070 130 So GALwA STeaeT Asps, Cowmw 81611 oh n ta4e5 LL i t t v 43' N �g s � P V r K o hl r+ r oa-cJ ra V�1 , 13 "Kpa� LO L_ 1 r--- ! � 1 IN /3V SewcQ �iw� _ m p Sv TAO Ql,(4 6L l4 i 11I -t- Gam' • - 8 --. _ _. - 0 0 Nelson Environmental & Wastewater Solutions, Ltd E W June 27, 1994 SMr. John Oates P. 0. Box 10360 Aspen, CO 81612 Subject: Soils Evaluation and Percolation Test for Individual Sewage System Design for a 4.31 -acre Parcel of Land, Lot 2, Wolfson Subdivision, numbered as 1214 Woody Creek Road, Pitkin County, Colorado Dear John, As requested, Nelson Environmental and Wastewater Solutions, Ltd., performed a soils study and percolation tests on the subject property to design a septic system for the proposed residence and caretaker unit. We conducted this study according to Section 4-5 of Pitkin County Regulations on Individual Sewage Disposal Systems on Friday, June 24, 1994. We have based our recommendations on the subsurface conditions encountered. We will furnish this letter to the Aspen/Pitkin Environmental Health Department at our earliest opportunity so that you may obtain a permit to construct this sewage system. Proposed Construction: The planned residence is a three bedroom, three bathroom, two-story frame house with a basement. In addition there is to be an attached caretaker unit in the small log garage on the property. The proposed construction is to be phased with the garage finished into a living unit and then the new residence constructed. The property water system is from two alluvial wells. The lot is approximately 4.3 acres in size. Site Conditions: The site is a lot in the Wolfson Subdivision. It is located well above and approximately 750 feet from Woody Creek. Most of the lot is now pasture, although some landscaping, consisting of lawn and spruce and aspen trees, has been done. There is a log barn and shed currently located on the property and a foundation cut where a house had previously been constructed. It is our understanding that the original house had burned. There is also a small septic system on the property that consists of a metal septic tank and a seepage pit about eight feet in diameter. This system is to be abandoned. The ground surface, which appears natural in the proposed area of the absorption field, P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 0 0 Oates Residence and Caretaker Unit Soils Evaluation and Percolation Test for Individual Sewage Disposal System Design 06/27/94 Page 2 slopes gently to the Southwest at a 10% grade. There are no irrigation ditches or streams in the immediate area. Subsurface Conditions: We used the existing foundation cut, adjacent to an area considered suitable for an on- site wastewater disposal system absorption field, as the profile pit. This excavation revealed that no groundwater or bedrock present within eleven feet of the surface of the ground. The soils on the property consisted of 8 inches of topsoil overlaying a reddish sandy loam with some gravel and flagstone fragments, three to eight inches in diameter encountered below a depth of two feet. The subsoil was relatively more rocky toward the bottom of the profile pit excavation. Percolation Testing: The subsurface soil conditions were evaluated with the standard percolation test procedures at the approximate location shown on Figure 1. The subsoil, in which the percolation testing was done, consisted of a sandy loam with some gravel and flagstone intermixed. The reddish soils were well consolidated, and showed little tendency to swell. The test holes were prepared by hand -digging holes to a depth of thirty-four to thirty-six inches. Four inches of gravel were placed in each test hole after all loose soil had been removed and the test hole sidewalls roughened. Percolation testing was performed in the proposed absorption area location. The percolation holes were pre-soaked the morning before testing. Water was added to the test holes at regular intervals of two hours throughout the day and a depth of twelve inches of water was maintained above the gravel in the test holes for a period of two hours before beginning the percolation test measurements. A total of approximately twenty-five to thirty-five gallons of water was added to each of the test holes the day the test was conducted. Presoaking, therefore, was accomplished for more than eight hours before beginning the percolation test. The results of the percolation testing are presented in Table I. These results indicate the sandy loam soils have an average percolation rate of 7 minutes per inch and are acceptable for a conventional infiltration design for the on-site sewage system. Limitations: This report has been prepared according to generally accepted practices 0 0 Oates Residence and Caretaker Unit Soils Evaluation and Percolation Test for Individual Sewage Disposal System Design 06/27/94 Page 3 in this area for use for sewage disposal design purposes. The conclusions and recommendations submitted in this report are based upon data obtained from our site visits at the location indicated. There is some possibility that the nature and extent of variations in the subsurface soils across the site may not have been evident at the time of this investigation, and may need additional evaluation if further excavation reveals conditions different from those described. This office should be advised of any unusual situations as soon as possible so that we may reevaluate our recommendations. If you have questions or if we may be of further assistance, please call the office. Sincerely, Reviewed By: Robert F. Nelson, R.E.H.S. ay ammond, P.E. President Schmeuser, Gordon, Meyer Engineering Attachments A vPRoximATr PbPE,gry ZJI/ES FIGURE 1 OATES PROPERTY - LOT 2 WOLFSON SUBOMSION 1214 Woody Creek Road , I • Wu& PA opbse o CARC• s: 1'= • � ViJR IKGQ • CLL 4 G'w^r.E iRS LD Sema `�•� �� TF SYSTEM i GA PAIL P' FgNti i ; VEL fSDAO v3 �pI .Nelson Enrrlronmental & Wastewater Solutions, Ltd E W TABLE I. S PERCOLATION TEST RESULT FORM Hole Length Depth at Depth at Drop in Average Hole Depth of Interval Start of Interval End of Interval Water Level Percolation No. (in.) (Mnutes) (Inches) (Inches) (Inches) Rate(Mn./Inch) 1 36 10 81/4 41/4 4 (refill) 10 85/16 41/4 41/16 (refill) 10 85/8 41/16 49/16 (refill) 10 89/16 4 49/16 (refill) 10 87/16 41/16 43/8 3 2 34 10 93/4 8 1 3/4 (refill) 10 95/8 8 15/8 (refill) 10 91/2 81/16 17/16 (refill) 10 97/16 77/8 19/16 (refill) 10 97/16 7 15/16 1 1/2 7 3 34 10 5 5/8 49/16 1 1/16 (refill) 10 5 5/8 411/16 15/16 (refill) 10 55/8 43/4 7/8 (refill) 10 53/4 4 13/16 15/16 (refill) 10 59/16 45/8 15/16 11 John Oates Property Lot 2, Wolfson Subdivision Date of Percolation Test: 6/24/94 P.O. Box 6961 Snowmass Village, C0.81615 Office (303) 923.3289 Home (303) 923.2766 0 Nelson Environmental & Wastewater Solutions, Ltd E Property Address: 1214 Woody Creek Road W Legal Description: Lot 2 Wolfson Subdivision (A tract of land In Lot 15 Section Township 9 South Range 85. West of the 6th P. M.) S9 Property Owner: Name John Oates Address P. 0. Box 10360 Aspen, CO 81612 Phone (303)920-3888 Contractor: Excavating Contractor: Name Owner Name Stutsman Gerbaz Excavating Address Address 0755 Gerbazedale Dr. Aspen, CO 81611 Phone Phone 923-2734 Saturation and Swelling o Smeared surfaces removed X Yes o Gravel Added X Yes To a 3" Depth o Date and Time presoak water added 06/24/93 la), 10:05 a.m. o Amount of presoak water added approximately 25 to 35 gallons /hole o Water remaining in holes after presoak? Hole 1: Yes X No Hole 2: X Yes No Hole 3: X Yes No Percolation Rate Measurement Hole l: 3 minutes/inch Hole 2: 7 minutes/inch Hole 3: 11 minutes/inch AVERAGE 7 minutes/inch Groundwater: o Not Encountered to I1 ft. o Estimated depth to high seasonal water if not encountered- 40 feet o Is area believed to be subject to seasonal fluctuations which could result in a seasonal water table? _ Yes X No Slope in absorption area 10% to the Southwest Bedrock o Not Encountered o Estimated depth if not encountered -70 ft. o Type of bedrock: X Sandstone Claystone Siltstone Other: X Fractured Weathered o Is bedrock believed to be permeable? X Yes No I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of Pitkin County Individual Sewage Disposal Regulations, Section 4-5.1 through 4-5.7. 49117�1 /� Robert F. Nelson President Reviewe d la Hammond, P.E. Schmeuser, Gordon, Me P.O. Box 6961 Snowmass Village, CO. 81615 Office (303) 923.3289 Home (303) 923.2766 y . 1.q-09-1994 09:4x7 ONVER MORTGAGE 0 303 321 9078 P.02i02 M1 [� Analyst Y UNSUITABLE lESi S L SANITATION FOR EBACTERIOLOGICAL ' - NOWMASS WATER BTION OISIRICT RESULTS ' P.D. SO% STO6 SHOWWASS VILLAGE, CO 61815 �x3Cs MEMBRANE FILTER sample Loc6110nE F tQ ECT Q PWS 10, U� NAME OF y UPPIY �' t3 V TIED ' N:OAIE }. 71ME- SAMPLE TAKE ai1C:.YT , �F'fCNLORINE O MWl CAI ARSfNI PRESENT V 111�' 1A% RESIDUAL ' COUNTY $RM R y0 ry� 1 I COMMUNITY SUPPLY 1 I ROUTINE OISIAIBUTWN $r51EM SUPPLY ADJUSTED O COUNT: GOIIFORM1100 Ml >: I NON COMMUNITY 1 I CHECK SAMPLE ( 1 PROCESS WATER RAW I GROUND I I SURFACE UURYL SULFATE BROIII F. . 2 P ' I 1 OTHER PUOIIC 1 1 ( 1 SPECIAL PURPOSE SAMPLE IX) PRIVATE "NOTE'. IF ALL INFORMATION 15 NOT 5UPPLIE0. iRE SAMPLE WILL 29 - BE DISCARDED 4e O .. REMARKS: _� J BGe Q ( / lV RE TURN TOS 't _ MPN COUF0nM1100ML ni ADDRESS `� RESULTS GREATER THAN ONE /"L COLIFORM PER 100 ML INOIGBES NONCOMPLIANCE WITH MINIMUM L" o c CDY'SIK SEE REVERSE FOR TIME ONIIIATIONS. SAMPLING INSTRUCTIONS AND DEFINITIONS. DRINKING WATER STANOAROS. LAB -MICRO 106 (Rn 3 791 10OM I :JUN, -09-1994 16 11 WhUER MORTGAGE ` 303 321 9078 P.01/01 SAMUELSON PUMP CO. INC. P O BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81002 945.6309 June 3, 1994 John Oates Box 10360 Aspen, Co. 81612 Atten; John on May 23, 1994 a well test was conducted on a well at 1226 Woodycreek Road. The fpollowing information was obtained; Well depth -------------------70'-0" Casing size ----------------- 7"(steel) Standing water level ---------50'-11" Total test time --------------4 hrs. Max drawdown @ 13 gpm-------- 57'-6" Production is greater than ---13 gpm Hardness 28 grains/gal Iron 0.8 mg/1 pH 7.5 This test was conducted with the existing pump and related equipment. The pump is a 1/2 hp. F & w submersible. The pump and related equipment is in proper working order at this time. The drawdown would indicate a total production greater than the pumping rate of the test. If you have any questions please call me Raun Samuelson at 945-6309. Sincerely; Raun Samuelson Q�