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HomeMy WebLinkAboutpitkin.eh.246533101007 (2006)(Main House)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. 0 0 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 MA IN OO V5 E Phone 970-920-5070 / FAX 970-920-5077 Permit # 06044 Parcel ID # 2465-331-01-007 Type of permit New( X ) Repair( ) Addition/Remodel to House( ) Name of Owner Donald Fleisher Street Address Property legal description Size of lot 35 acres Mountain Ranch Water source Private Well Lot 36, Sopris Mountain Ranch Subdivision 160/ 5,pr i /i% A*1v,1k Total square footage of the house 5100 # of bedrooms in house 3 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 4 bedrooms main house/ 2 horse stalls and toilet in bam Permit information Designed by All Service Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 44 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 2023 gallons Minimum Absorption area 1555 sq ft w/ 30% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated June 2, 2006. 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. The well must be at least 193 feet from the absorption field. The design calls for one 2500 gallon two compartment tank with an effluent filter on the outlet. A 9 hole distributi box with a baffle will be used to distribute effluent to three manifold systems on the bed. The bed will be 11 rows 16 Quick 4 chambers for a total of 176 chambers. The engineer has stated that the installation must remain shallow (2 to 3 feet maximum). Partial mounding may be used to keep the chambers at a shallow depth. 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. 'Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: 1 Date: I U Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: loll hLiS Li((vlSe Final approval: FM, [A ncA �� Date: �or� 0 0 PITKIN 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 £ Z, Owners Mailing Address 1-9 • aeY 4 % City, State, ZipLT � 8/ 6 2 Business Phone: CS 0 Home Phone: 3 2 E-mail Address: Z-L/,f V1 e S&O'Z/ . /U Primary Contact Person (all communication regarding this permit will go through this person) Name P91a5k/ -$Wueo Company r-- IVA,( DL -!5)6,Q C'OZC. �VJF— Contact Mailing Address ?V 80X 742 a City, State, Zi A5P03 GD S 1617— Business Phone: 30.T — C)G,"7 Cell Phone: 301 - 061 5 Fax: '12-5-5570 E-mail Address: oiry-el<5 w W0 Q "4"i Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.oro ) Street address of property L0T 76 — SoP+M15 Y"l7' WNC14 Legal Description: Lot 3( Block Filing Subdivision -5m--Ki 5 rtr K%WC>-( 1 Size of lot: 35 acres. Type of proposed structure.-5iijr- .E r- Ar''icy iw5IfJE/cc G Total square feet of house .5100 # of bedrooms (potential) in house MAIN — 5 l3r� Caretaker Unit: Attached ( ) Detached( X ) C) ) 04RN (3) (-o VSE 6 % GDV Total area(sa. ft.) of caretaker unit q q q # of bedrooms (potential) in caretaker unit Permit is for: New Home ( X) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well (X) Spring( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. 1 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. C OVYI The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes fu/ll responsibility in case of failure of the system. Signature of applicant .��%�"� Date Received by Receipt # ) Date 7� I G:VsdsVsds appliclisdsapp Rev050103.doc 0 M Pitkin County Environmental Health Department Contact Log Sheet (Name Parcel ID#: Date I Person Spoken To Comments I Action to be Taken I Initials iTime MZ L1 P 0 • • 0 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 7/31/2006 Send to: Derek Svalko From: Alicia Gomez Fax Number: 925-5570 Phone Number: 920-5087 CC: All Service Septic Number of Pages, Including Cover. 2 CC Fax Number: D URGENT D REPLY ASAP O PLEASE COMMENT O PLEASE REVIEW © FOR YOUR INFORMATION COMMENTS: Septic Permits # 06044 and 06045 for parcel 2465-331-01-007, owner Fleisher, has been finalized. Please feel free to call 920- 5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site NNwvv.aspenpltkin.com/ehnr NOIID3NNOO 311"ISOV3 ON l4 -I AHn <L-3 ----------------------------------------------- S/E NO E/£ N0 -------------------------------- 39Vd 11nS38 0 83M8Ntl ON E-3 IIVd 3Nil UO d!1 DNVN l-3 W I UOf NOSV3N Z13d W11 OLSSSU X1 A MV4 194 ---------------------------------- SS3NOOV N011d0 HM 3113 WdW£ 900L'1£ IF : 03801S/0311IWSNVNI 30N(10S38 1VN H11V3H 08IAN3 :HOV3H XVd * * * ( INd8L°£ 90OZ'IS 'lnf ) 1bOd3b 1lnS3a N011V3INnWW00 1 'd 0 9 July 17, 2006 Derek Skalko 1 Friday Design Collaborative P.O. Box 7928 Aspen, CO 81612 Re: Parcel ID #: 2465-331-01-007 Property Address: Sopris Mountain Ranch (CDU) Legal Description: Lot 36, Sopris Mountain Ranch Subdivision Permit #: 06045 Dear Mr. Skalko: This letter is to advise you that the Pitkin County Environmental Health & Natural Resources Department has not been able to final the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that this office receives an "As Built' letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. We cannot sign the Certificate of Occupancy for this property without the "As Built" letter. This office must receive the "As Built" letter from the engineer no later than August 8, 2006. Please contact me with any questions. Thank you, in advance, for your help and cooperation in this matter. Sincerely, Alicia Gomez Administrative Assistant Enviromnental Health & Natural Resources cc: Tim Petz, All Service Septic, Engineer Donald J. Fleisher, Owner Pitkin County Community Development ZD 17 * x x COMM. '.TION RESULT REPORT ( JUN. 13. 200 3:31PM) x : x P. 1 FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : JUN.13.2006 3:29PM FILE MODE OPTION ADDRESS -------------------------------------------------- 308 MEMORY TX TIM PETZ ---------------------------------------- REASON GOR ERROR E-1) NA N0 UY OR LINE FAIL E-3) NO AN • • 40 RESULT PAGE --------------------------------------- OK 3/3 ------------------------------------- E-'1) BUSY E-9) NO FACSIMILE CONNECTION PITIQN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 6/13/2006 send to: Tim Petz From: Alicia Gomez Fax Number: Phone Number: 920-5087 CC: Number of Pages, including Cover: 2 CC Fax Number: O URGENT O REPLY ASAP O PLEASE COMMENT Ct PLEASE REVIEW ® FOR YOUR INFORMATION COMMENTS: Septic permits (# 06044 & 06045) have been issued for parcel 2465-331--01-007, Sopris Mountain Ranch, owner Fleisher. Please feel free to call 920-5070 if you have any questions NOTE: Effective April 8, 2006 a licensed Installer must Install the ISDS system and EH/NR must be notified prior to Installation who that person/company is to check for installer's compliance with our new regulations_ fax cover Pitkin County Environmental Health and Natural Resources 0405 castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 I Fax (970) 920.5077 Web site w-Aspenpltkin.com/ehnr a fill .' SEflYICE ' 8�C 3 Z I(o-ZI90 C3 -y-05 r"(S"CRz.t tic E� TE�\ Co `., `acro � ERS Kr\G �3ti� MA�N2�5 \S S14A�.Go �12Z10S evi�� P—eA (y � Cl Cb-0-14 ,,g Z-0 _ nv e 1J; c>LiL v\ co c� i� c6"tr- u\jcLI.L, 3o(�-0(915 foR.k roc^ ` Do FAR . l.00K Fotg LiuIE �vIew Sckfo-V5, ZITS 3�ww �RY-�D "IDOs,9' Svomn ��+aw 9 ro002�fllL d G1 - COgEN Pk97"16-5033sEri5 FUM3-7162796 July 10, 2006 Donald J. Fleisher PO Box 4798 Basalt, Colorado 81621 Installation Observations, Proposed Fleisher Residence Lot 36, Sopris Mountain Ranches Pitkin County, Colorado Mr. Fleisher, 0 Project No. 1102 RECEIVED JUL 3 1 2006 PITKIN COUNTY ENVIRONMENTAL HEALTH 8 NATURAL RESOURCES ALL SERVICE septic, LLC performed installation observations on June 19'h and June 28"' 2006, for the subject property. CDU - The installation included one 1000 -gallon, two-compartment precast concrete septic tank with an effluent filter, followed by one chamber -bed. The chamber -bed had 5 rows of 11 `Quick -4' chambers for a total area of 506 SF. A distribution box distributed effluent. Main Residence and Barn - The installation included one 2500 -gallon, two-compartment precast concrete septic tank with an effluent filter, followed by one chamber -bed. The chamber -bed had 15 rows of 12 `Quick4' chambers for a total area of 1656 SF. A distribution box distributed effluent. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVICE septic, LLC __7_ Timothy R. Petz 2 copies sent OWS AS -BUILT DRAWING OBSERVATION P /98o DNOX DISTRIBUTE& INTO THREE LEVEL MANIFOLDS, THEN INTO ---.( HIGH PORTS OF CHAMB:934z�:_ qa 4,. PI �g4 -986 - E 9" PVC LINES (Have teem encased with sch t0 pvc under drive, and naulated with 7' due ( hoard from cleanoutto E -996 r :1996 r(Plll 193 FEE TBACK TO WELL \ 998 WELL -- LOT 36. SOPRIS MOUNTAIN RANCH FLEISHER RESIDENCE PROJECT NO. 1102 15 ROWS OF 12 CHAMBERS FOR A TOTAL OF 180'OUICK4' CHAMBERS i� SCALE 1" = 40' NORTH TWO-COMPARTMENT, WITH FILTER 5 ROWS OF 11 CHAMBERS FOR A TOTAL O OF S6'OUICK4' CHAMBERS 1000-GALLO , TWO-0OMPART NT CONCRETE SEPT K, \\ M WITH FILTER 4" P SCHED 0 40SEWERUNE WITH 2" BLUE i9 6\ AFtD; ` �. hd F ALL SERVICE SEPTIC, LLC 970-618-5033 FIGURE I BOX AT BAFFLE PIPES 0 PITKIN ENVIRONMENTAL HEALTH DEPARTMEOT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House 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 1100 1 cy- �KT i f U S @ Sc)Qgd State Review Requir,no l� j Perc Rate (� 6ho Lt{ In avt ray qt')*+ CLoSe �t� 1 � " Z4 q co Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 " �t a� -1�1Q9 01 Q= 1925 a w b t 1 V Minimum tank capacity l 24016.25 gallons Absorption Area (=Q/5 X SQRT perc rate) a (LI ID (f _ A = 2639.427 sq. ft. of absorption area required Z.% . x 170 gravelless chamber units without reduction U. 5� # of Perc Holes Required: 1 in every soil type? 3 Spaced uniformly over proposed area? QUICK 4 l4 1p q 99S A = 1319.7135 sq.ft. with 50% reductionTRENCHES 135 gravelless ch amts with reduction STANDARD A= 1319.7135 sq.ft. with 50% reductionTRENCHES 85 gravelless chamber units with reduction EQ 36 83 EQ36 units in TRENCHES SETBACK FROM WELL Qt 0 #of feet= 174 ;q44 Itoo- ilxB- 011 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 124 SETBACK FROM DRY GULCH # of feet = 99 QUICK 4 9.2 a-0 15-7 1847.5989 sq ft 30% reduction BED 201 chamber units with reduc. ad- -b-�b rS (16V 6 1847.5989 sq ft 3o% reduc�i ro SED 119 chamber units with reduc. 148 EQ36 units in a BED Ct bai.r-\ ao a3 06Q( llaq ch. bOtAVVX c J u � 5(o ce k 55 c Q s 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit ® C 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 Require no Perc Rate 0")(T T \1P 6 J, r\ CC- cc, tC-WAjcuw) 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 = 720 sq. ft. of absorption area required 46 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9_8 A = 359.92187 sq.ft. with 50% reduction TRENCHES 37 graveBess chamber units with reduction STANDARD A = 359.92187 sq -ft with 50% reductionTRENCHES 23 gravelless chamber units with reduction EQ 36 23 EQ36 units in TRENCHES QUICK4-EQ36 360 47 SETBACK FROM WELL # of feet = 100 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 50 SETBACK FROM DRY GULCH # of feet = 25 )a DICK 4 9.2 503.89061 sq h 30% reduction BED 55 chamber units with reduc. 503.89061 sq h 30% reduction BED 33 chamber units with reduc. 40 EQ36 units in a BED 504 79 0 OF Poam23" 61 ON SPdnPC0$1W2 , lune 2, 2006 fl L Donald Fleisher PO Box 4797 Basalt, Colorado 81621 RECEIVED JUN 0 7 2006 PITKIN COUNTY ENARONMENTAL HEALTH 8 NATURAL RESOURCES 0 Project No. 1102 Sabsiaiave Investigation and Revised Onsite Wastewater System Desim Fleisher Residence Lot 36, Sopris Mountain Ranch Pitkin County, Colorado Don Fleisher, ALL SERVICE septic, LLC performed two percolation tests and a revised onsite wastewater system (OWS) design for the subject residence. The revision is based upon changes in the drain field Ilocatieas. The property is located in Sopris Mountain Ranch, in an area where OWS and wells are necessary. This letter is to be used in conjunction with plans provided. All previous designs should be discarded to avoid confusion. SITE CONDITIONS There is a 44x*o n main residence; a barn, and a ]-bedroom C.D.U. proposed: Based on the proposed square footage of the C.D.U., it will be considered a 2 -bedroom unit. The barn has two horse stalls and one bathroom. The OWS will be sized based on individual structures The site is served by a well located north in the area of the trees. southwest of the proposed drain field area. There is a slope of 5% to the drain field, and vegetation consists of native grasses, sage, and scrub oak SUBSURFACE The subsurface was investigated by excavating an 840ot test pit new the pcopaaed drain field location as shown on attached plans Seven percolation holes were dug. The test pit indicated the site has a 1.5 feet of sandy topsoil, underlain by sandy clay to 65 feet, underlain by calcareous clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 27 to 80 minutes per inch (MPI). The average percolation rate is 44 WL DESIGN SPECIFICATIONS The OWS design is based a 4 -bedroom main residence, a 2 -bedroom C.D.U., and a bam with two horse stalls and a bathroom. An average sewage load of 935 Gals/Day (GPD) and 300 GPD will be i3 • • Revised OWS Design Project No. 1102 6/2/05 Page 2 used for the main residence and barn, and the CDU respectively. Main and barn - The installation must include a 2500 -gallon, 2 -compartment, precast concrete septic tank, with an effluent filter to serve the main residence and barn. The drain field must consist of 176 `Quick -4' chambers in a bed configuration. Eleven rows of 16 chambers, for a total of 1619 SF, must be installed. CDU - A 1000 gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet must be installed for the CDU. Five rows of 11 `Quick -4' chambers must be installed, for a total of 55 chambers, and 506 SF. Tank alternatives may be considered. The drain field should be installed at a depth of 2 to 3 feet. Partial mounding may be used to keep chambers at a shallow depth. A distribution box should 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. 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. 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. q • • Revised OWS Design Project No. 1102 6/2/05 Page 3 LIIbiITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified, All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Please call with questions. ALL SERVICE septic, LLC Timothy R. Petz, P.G. 4 copies sent PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1102 PROFILE PIT Date of Test: 8-2-05 0 - 1.5' Topsoil, Root Zone, Sandy 1.5'- 6.5' Clay, Sandy, Very Stiff, with Angular Rock Fragments, Moist, Brown 6.5'-8' Clay, Calcareous, Med. Stiff, Moist, Grey/Tan No Groundwater or Bedrock was Encountered Hole Hoffa Interval Measurement at Measurement at Change (in.) PerwFatiion Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 31 20 2.50 3.50 1.00 20 3.50 4.50 1.00 20 4.50 5.00 0.50 20 5.00 5.50 0.50 20 5.50 6.00 0.50 20 6.00 6.50 0.50 40 2 36 20 3.00 4.50 1.50 20 4.50 5.00 0.50 20 5.00 5.50 0.50 20 5.50 6.25 0.75 20 6.25 6.50 0.25 80 20 6.50 7.00 0.50 3 33 20 3.50 5.00 1.50 20 5.00 6.00 1.00 fill 20 3.00 3.75 0.75 20 3.75 4.25 0.50 20 4.25 4.75 0.50 20 4.75 5.25 0.50 40 4 30 20 2.25 4.00 1.75 20 4.00 5.25 1.25 20 5.25 6.00 0.75 20 6.00 7.00 1.00 20 7.00 7.75 0.75 27 20 7.75 8.75 1.00 I--7 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1(cont) - PROJECT 1102 PROFILE PIT Date of Test: 5-16-06 0 - 1.5' Topsoil, Root Zone, Sandy 15- 6.5' Clay, Sandy, Very Stiff, with Angular Rock Fragments, Moist, Brown 65-8' Clay, Calcareous, Med. Stiff, Moist, Grey/Tan No Groundwater or Bedrock was Encountered Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./n.) MPI (in.) (in.) 5 33 20 2.50 3.50 1.00 20 3.50 4.00 0.50 20 4.00 4.50 0.50 20 4.50 5.25 0.75 20 5.25 5.75 0.50 40 20 5.75 6.50 0.75 6 31 20 3.50 4.25 0.75 20 4.25 5.00 0.75 20 5.00 5.50 0.50 20 5.50 6.00 0.50 20 6.00 6.50 0.50 40 20 6.50 7.25 0.75 7 36 20 2.00 3.50 1.50 20 3.50 4.25 0.75 20 4.25 4.75 0.50 20 4.75 5.25 0.50 20 5.25 6.00 0.75 20 6.00 6.50 0.50 40 AVERAGE = 44 MPI 2 /8 988 � 998 • 988 N p ' MDE PIXE � . ' � S6F[R1�'y� ERRY BARN `L 61 1.1-i�� x008, � lei !pl* I ' 116 60'A \v Oq 0 k 0 w Qp OgT/C anUTY Eq�4EAT 1 Proposed Site Plan - Fleisher - t SCALE: 1•=30'-0' IO 9 Residence �L�aTJ \ PARCEL 36 35.00 AC +/- L I N W+E S 0 S' JO' AD' NI SCALE: 1"=30' _EGAL DESCRIPTION PARCEL 06. SOPRIS YOUNTMN RANCH PIMIN COUNTY. MORADO CERTIFICATE MEY uxaW HEREBY a TI`N IH/.l mrs SURKY IDS Pmm iliOM PEM MOMS W YIRYEv PEAmRNm uxbm MY p..,D. AMU Is CP1 , Ta ME xEsi Of MY xnaREOOE µO BEUEf DATm wM Tan DAY s MAY xnas. •�e / svoxEY uxacxME P.Ls. inn LEGEND AND NOTES 1'DUN9 MHM . CAP L. ♦ AAMRY Po,,,� RET 6%xE s EauxD M ISBAR mDE OF RDAD a TMAIL ("vE,cus er aNFR) 01T BOTTOM �BWWINL ENVELOPE LIRE aLMP IF LAMREL's OAK RRJYx (W..a ....I) TOPOGRAPHIC MAP L OP IS AN BY:LINESN IN SPACE SYDNEY LINCICOME ( L.S. 14 1 67 a NNOOO AVE. CARDON'DAIE. CO. 970-9 DATE: OS 1-1—M-1-1' - mb9 NO.: OS SNR36T J %1DAY ::;I%MxMxeXM ro soy nay ..... ... nera n. )xl%. 10...All . DAll r.. fl.%.ee.. ax n..A.WOX ERADM rax .'AR AND AM. OII�I®ex� ApO6 WrleMrt 0 0 Mn 2 a � o d t o N O C r- 0 0 a r M c A " 7 .O 0 O � 0) U M 0 O..bM�l'. DEgOrI pCVELLPY[M PReLRPaeeErerum p.We ia4 FLEISHER SATTLER RESIDENCE AW PROPOSED SITE P -1.02 • LOME DAUDET's DNt AEE .MIE MTA YYL gAgq AXL .1 . a�VxI REIAM C 1 xB.n'ar Jmm un' 1.&T x 2J 25n c J i16'Or .ODW' ;.w rPLw 1W D.' 1.1V x a. v C J ]BGYOY .MOO' ST.M' I."D. m6 X 19M{']14 TOPOGRAPHIC MAP L OP IS AN BY:LINESN IN SPACE SYDNEY LINCICOME ( L.S. 14 1 67 a NNOOO AVE. CARDON'DAIE. CO. 970-9 DATE: OS 1-1—M-1-1' - mb9 NO.: OS SNR36T J %1DAY ::;I%MxMxeXM ro soy nay ..... ... nera n. )xl%. 10...All . DAll r.. fl.%.ee.. ax n..A.WOX ERADM rax .'AR AND AM. OII�I®ex� ApO6 WrleMrt 0 0 Mn 2 a � o d t o N O C r- 0 0 a r M c A " 7 .O 0 O � 0) U M 0 O..bM�l'. DEgOrI pCVELLPY[M PReLRPaeeErerum p.We ia4 FLEISHER SATTLER RESIDENCE AW PROPOSED SITE P -1.02 — FIEISMER-MMM RESIDENCE MAIN FLDDR PIAN -2.01 • 0 —� QDAY _n. 10 1*1 e.. eeq ,.ee. een . em eu�uoium�.un woW.'Wiou wri .A11YrtM.lYlxNr.n .WIWq.O 1 ,IO.Y fBW �mYgYrdLLL4G Yvu W .VI O]IeO14W Ir.MVn ee .Y. TIW II—IIW �r6 OITOR ip c 0 .y U y O ei L omU y c c cc n ca 0-6 r 2 c VO iL- (jU M O J e.:.r omW:Yvanv,z r.og®enm x. RBWF4&AMQM AWiOpANWWPLM e,re -2.03 9 C9I J&M PUMP COMPANY • FAX NO. : 970 945 6159 • Aug. 29 2005 02:06PM P1 Z d A Jump ./- 8611 Candy. J?sad 117 q&wta" Spuinp e0 81601 J`Ylua - 970.945.6159 '(dt-- 970-948WS9 $an: 97C-945.6159 Well Test DATE: August 16, 2005 TO: Don Fleisher Box 4798 Basalt, CO. 81621 RE: Well Test Attn: Don, A two hour well test was performed on a new well located on Sopris Mountain Ranch. The following results were obtained: Well Depth: Water ,Level: Drawdown: Sustained Yield: Clarity: Recovery: 200' 62' measured from top of casing 30' 1.5 GPM Cloudy 85% within 18 minutes If you have any questions, please call Rick, 945-6159. Richard A Holub Lie. No. 1196 Thank You! � L � O m m d V •N O U O 01 — N N _ N O) F N N N — — — Czz O) W O) O) O) OD O) O1 pH ZS E oiE EEEE E E v T m � 7 O 9N O C N L C N 7 M O W co W b —O m d1 t n OCCO t0 C CD m r co3� a ia m N � >, 4.+ C9 N 4) L J C) J z o 3 CL 'a U C c l0 N c a cc n E _ •_ mo cc �J IA ci E .1 L W U C N r� E oo�o°D0inQ 0 cO N N u1 Z E: C = d W c CL 0 0 Z5, m m LL C O U O U � N 2 �q c H o c� m c `ov0 coO 75 w N O y N O'e mF m U U >. D N C d Q C W 6�; d c « w > d Q a« 'c o m w W v�'oc owmo:�cc ui m 2: �E W v or o 0 0 din E �N o._ m oS T(o FU U -- o FZ�=H O_=ON V) �M Z Q0d LL Nal qw 40 c0 W NN N 29 05 06:42p Wayne Shelton 9727-3801 p.1 C)3 WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER t WELL PERMIT NUMBER 263422 2 Owner Name(s): Fleisher, Donald J Mailing Address: P.O. Box 4798 City, State, Zip : Basalt, Co. 81621 Phone # 970-963-3042 APPROVAL GWS31-91-03 3 WELL LOCATION AS DRII t D DISTANCES FROM SEC. LINES SE 114 NE 1/4 Sec: 33 Twp: 8 S Range: 87 W 1920 it. from North Sec. line and 375 It. from East Sec. lime OR Northing: Easting: SUBDIVISION: Sopris Mountain Ranch LOT: 36 BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 4-1 GROUND SURFACE ELEVATION fL DRILLING METHOD Air Rotary DATE COMPLETED: 8/52005 TOTAL DEPTH: 200 DEPTH COMPLETION: 200 5. GEOLOGIC LOG 6. HOLE DWMETER(in) FROM (ft) TO (ft) De T of Material Size, Color, and Type) 9.0 0 50 000-030 Cla s Cobbles 6.5 50 200 030-200 Maneos shale 7. PLAIN CASING OD (in) KindWall SizeFrom (ft) To (ft) 7.0 Steel 0.240 -1 50 5.5 PVC 0.250 40 95 5.5 PVC 0.250 120 160 PERF. CASING : Screen Slot Size 5.5 PVC0250 95 120 5.5 PVC 0250 160 200 8. Filter Pack 9. Packer Placement Water Located: 95+ Material Type ; Size : Depth ; Remarks : Interval 10. GROUTING RECORD Materia(ArtaunI Density Interval Placomenl Cement 5 sks 6 Usk 10-40 rlred 11. DISINFECTION : Type : HTH Amt. Used: 6 oz. 12. WELL TEST DATA : ( ) Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 62 R Daterrime Measured 8/52005 Production Rate 10 gpm Pumping Level: Total IL Daterrime Measured 8/52005 Test Length: 2 hours Test Remarks: 13. 1t �t� dm smn ; �hava rnd Imow 6o coNeatf WavoC and tla[ they "true b no kwWedae. (Pamuor to Se[fioo 244-14 (13xa) CRS, the maki� of GIs swuncnis deyx tad u P.*=mhle a a eta I nna aoftse r.) CONTRA OR : Shelton Drilling Corp. Phone: (970) 927-4182 Mailing Address : P_O. Box 1059 Basalt, Co. 16 Lic. No. 1095 Na1ne / Title (Please Type or Print) Signature Daze Wayne Shelton / President 8/62005 C)3 0 • • WARREN L. PALMER, APHITECT BOX 767 • 27 July 05 Scott Lindenau, Architect Derek Skalko, Architect Studio `B' Architects 555 North Mill St. Aspen, Co. 81611 BASALT, CO. 81621 RE: Schematic Design Review of the Fleisher / Sattler Residence, Lot 36, Sopris Mtn. Ranch Dear Scott and Derek: The Sopris Mtn. Ranch Design Review Committee met on the 26'" of July to review your resubmittal and additional information for the Fleisher / Sattler Residence. The Committee has approved your Schematic Design submittal. You may proceed with the Final Design Review submittal, as per Ranch Guidelines and the conditions below. All information reviewed was from your Conceptual Issue documents dated June 2005 and your Revised Schematic Design Review / Materials Description Package dated 20 July 05. Actual materials and colors shall be submitted with the Final Design documents for review and approval. The darker range of natural colors would be preferred for all materials to minimize the project visibility. The metal paint lock roof and rusty steel wall panels, shall be dark, non - reflective and not rely on natural weathering to achieve the desired color. 2. The roof pitches, shallower than Ranch Guidelines, will be allowed in this case, as it maintains a low profile for the project on a very visible site. 3. Six large evergreens will be used to screen the project (house and bam) frau Sopris Mtn. Road. A full landscape plan, showing the proposed screening and all cher features for the project, shall be included with the Final Design documents. 4. Information on the septic field location, disturbance and reclamation shall be included with the Final Design documents. 5. Details of the proposed project signage shall be included with the Final Design documents. 6. The proposed change of access location in order to save trees on the site is acceptable, subject to Pitkin County approval. Sincerely, Warren Palmer, Architect to the Sopris Mtn. Ranch Design Committee Copy: SMR Design Committee 11 ROWS OF 16 CHAMBERS FOR A TCTAL TANK SPECIFICATIONS OBSERVATION PIPES OF 176 'QUICK -4' CHAMBERS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) 2 Compartment Septic Tank with 4" Dia. Biotube Effluent Filter OQ ° -4 (33' X 64') / Orenca Systemsm D -BOX SHOULD =656 MIN GALLONS FOR C.D.U. dice Do. w Card Was 1.� _------ =2046 MIN GALLONS FOR MAIN RESIDENCE, BATHROOM AND � or Concrete mers w� te e) SCALE DISTRIBUTE INTO THREE4A-2012 ` (bond to tank adapter wither faeketed Lid with recommended adheare)\ �al"'°8° Steel Bob�9a 9un:RSA ______ _ _�__. _.___.__._._.._ ___�._�--� BARN ..X a - LEVEL MANIFOLDS, THEN r' 1 1 ' INTO HIGH PORTS OF REQUIRED TANKS = 1000 -GALLON AND 2500 -GALLON, TWO / ��' - 2 0 � � � " � �-�-�..-_ '..- �.—. `` r: Conduit to Filter Cartridge Handle racsrke '.w _ CHAMBERS. COMPARTMENT, CONCRETE SEPTIC TANKS WITH EFFLUENT Alarm Pone (rWd eat to desired h*ht) (a.q eeaaeer NORTH a w 3 , FILTERS ON THE OUTLET FOR THE C.D.U. AND MAIN C°nda" �°°' Tank Mapter (cast or acted) e RESIDENCE AND BARN RESPECTIVELY nlel Tee Wsd Ort9ce Effluent aecarge ALTERNATIVE TANK OPTIONS WILL BE CONSIDERED 2-J UqWd Level THE LOCATION OF EXISTING AND PROPOSED ��` `" � "lea Rao � � Discharge Orifices ]] (ap9amQ �!.... — ,,,, ...., ; 1 I Pour Inlet Porta IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A --,M...`µµ ' "£ 2500 -GALLON PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMA 193 `iP P_2 9 OULET CONCRETE TE ` h" TWO-COMPARTMENT WITH - COPE AN03EPT,C TANKS FILTER DISTRIBUTION BOX WITH WITH CENTER HOLE IN BAFFLE _. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL " . ACCEPTABLE ALTERNATIVE FRer t Fitter y � .,, � BAFFLE 5 ROWS OF 11 CHAMBERS FOR A TOTAL ff9�nt �„ CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE z� "� P 1 OF C - AMBERS " � ""�-- � � 55 'QU K 4' CH f.. Jam,..�•... I I Potents j 4.479,3 & 6:OZ&i3 ACCURATE. ALL SETBACK DISTANCES SHOULD BES i';I Im O (15' X 44') m� Rei."1°o (�js j CONFIRMED PRIOR TO EXCAVATION. - 4 PVC LINES (Must be 1000 -GALLON,' . t", encased with sch 40 p c, and insulated with blue ' - TWO-COMPARTMENT, WITH �t beard u�hder dlrlve) FILTER Q, t `s INFILTRATOR(R) QUICK4(TM) CUT SHEET _. t --- 4" PVC SCHED-,----,' _ . _......_M 40 SEWER LINE � 48.. "--OUTRETE Z 34 DISTRIBUTION.. (EFFECTIVE LENGTH) ."" BOX WITH LEANOUT- t r. .t P-6Jo a 4- �t BJP:' .�.. ,• . � a '�, �" I ILII cf yj S' ,i ... ......................�._ ° f •S €f$ r r, f �`34 UT O _LEANO y --- P TYPICAL PLAN VIEW - N.T.S. OBSERVATION4PIPPkENT CONCRETE DISTRIBUTION frr LINE BOX WITH BAFFLE QUICK4(TM) END CAPS o ,r ti•.. •^•"` �i 1'' -i,� OBSERVATION/VENT PIPES (TYP.) NFILT ( 1 1 t ~`"`�,�. � � � I RATORCR) QUICK(TM) " i r 3 4 t! t,� '� 4" PVC . NOTES. HEADERS CLUM THE SLOPE AT THE PROPOSED DRAIN FIELD IS WELL 14 APPROXIMATELY 8% TO THE NORTH. VEGETATION •� a CONSISTS OF A FULL COVER OF NATIVE GRASSES AND 193 FEET SETBACK TU?LL s� v SHRUBS WITH SCRUB OAK TREES. DESIGN CALCULATIONS FOUR - BEDROOM RESIDENCE, <6000 SF — 800 GALLONS PER DAY SEWER LINES SHALLOWER THAN 4 FEET SHOULD BE TWO - BEDROOM C D U., >700 SF — 300 GALLONS PER DAY INSULATED WITH BLUE BOARD. ALL OWS LINES MUST BE TWO HORSE STALLS = 100 GALLONS PER DAY .., INSULATED UNDER DRIVE ONE BATHROOM = 35 GALLONS PER DAY (1 PERSONS) MAIN, BATHROOM AND BARN TOTAL LOADING = q = 935 GALLONS PER DAY I — PERCOLATION RATE = 44 MINUTES PER INCH \'N. CALCULATED AREA = ((1.75 X q) X sgrt 44) / 5 = 2171 SF REDUCTION OF 30% = 1520 SF 176 'QUICK -4' CHAMBERS FOR A TOTAL OF 1619 SF PROPOSED CROSS SECTION OF TYPICAL CHAMBER -TRENCHES -- N — MINUTES PERCOLATIO RATE 44PER CDU TOTAL LOADING 0 GALLONS PER DAY > i —R INCH .y 4" SDR 35 PVC CALCULATED AREA = ((1.75 X q) X sgrt 44) / 5 = 670 SF •' OBSERVATION/VENTBACKFILL REDUCTION OF 30% = 469 SF 0". PIPE WITH CAP = 55'QUICK-4' CHAMBERS FOR A TOTAL OF 506 SF PROPOSED LOPE FOR DRAINAGE-------. If i INFILTRATOR(R) LIMITATIONS -THESE PLANS MUST BE USED IN CONJUNCTION �WED QUICK4(TM) 4 MAX 2 MIN WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN J rCHAMBER, 3' X 4' IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS JUN 0'°'.7 2006 ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED P IN COUNTY EN ONMENt4� IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. HEALTH BNATURAL R RCES EXTENT OF SCARIFY SURFACE ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS THE INSTALLER SHOULD HAVE DEMONSTRATED D PARTIAL MOUNDING MAY KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF BED MUST BE LEVEL BE REQUIRED TO KEEP THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ` E ? ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION DRAIN FIELD AT Ir APPROPRIATE DEPTH 31 1'4" ALL SERVICE septicLLC LOT 36, SOPRIS MOUNTAIN RANCH PROJECT N0. (102 ' PO BOX 2844 PITK IN COUNTY, COLORADO REVISED ONSITE WASTEWATER SYSTEM DESIGN 6 -02-06 GLENWOOD SPRINGS, CO 81602 970-518-5033 FLEISHER RESIDENCE ' ANY DETECT IN THIS SURVEY ANY ACTION BASED UPON ANY THE CERTIFICATION SHOWN HEREON. " 988 —994 —998- - 1000 / /` 1016 "- . 996, 9ga --� .BENCHMARK:_SET VIEWS TO M '1004 ®l0 1006 ,1008 101 1024 . N I � 1006 'o 73r 1006 ield - Kleish -5' WIDI 0 16 1 `990 9g6 9,92 998\ \ 99A - PARCEL IDAY 36 35.00 derek In s k a I k a AC +/- cnl 966 9190 N W E S 0 15' 30' 45' 60' SCALE: 1"-30' LEGAL DESCRIPTION PARCEL 36, SOPRIS MOUNTAIN RANCH, PITKIN COUNTY, COLORADO. CERTIFICATE I, SYDNEY UNCICOME, HEREBY CERTIFY THAT THIS SURVEY WAS PLOTTED FROM FIELD NOTES OF A SURVEY PERFORMED UNDER MY SUPERVISION AND IS CORRECT TO THE BEST OF MY KNOWLEDGE AND BELIEF. DATED THIS 10th DAY OF MAY 2005. SYDNEY LINCICOME P.L.S. 14111 LEGEND AND NOTES FOUND REBAR & CAP LS. 14111 O FOUND #4 REBAR EDGE OF ROAD & TRAIL DITCH BOTTOM BUILDING ENVELOPE LINE A TRAVERSE POINT: SET SPIKE BLUE FLAG (FLAGGEOD BY OWNER) IDAY tleslpa epllphplplhe derek In s k a I k a PO Box 7928 aspen Colorado 81612 phone (970) . 309 . 0695 f a x (970) 925 5572 a -mail derekskalko@hotmail.com 02005 1 FRIDAY DESIGN COLLABORATIVE, L.L.C. THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF 1 FRIDAY DESIGN COLLABORATIVE L.L.C. NO PART OF THIS INFORMATION MAYBE USED OR COPIED WITHOUT THE PRIOR WRITTEN PERMISSION OF 1 FRIDAY DESIGN COLLABORATIVE L.L.C. 1 FRIDAY DESIGN COLLABORATIVE L.L.C. SHALL RETAIN ALL COMMON LAW STATUTORY AND ALL OTHER RESERVED RIGHTS, COPYRIGHT 2005 0 .c/) O c:N O .Q) ca U WW h C C ��� V) =) L p- 1 O O .cf) C (n L Z OQ- O LL U) U C M J Rev. Date Issued: DESIGN DEVELOPMENT PROGRESS SET 8/28105 Drawing Title: FLEISHER-SATTLER RESIDENCE PROPOSED SITE PLAN Sheet #: Aml ■