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Home My WebLink Aboutpitkin.eh.246534201006 (2012)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. SITE WASTEWATER TREATM%P-fT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit#: 0003.2012.powt Parcel ID#: 2465-342-01-006 Permit Issued: ®NEW ❑REPAIR ❑REMODEL/ADDITION []TANK ONLY ❑FIELD ONLY []AMENDMENT Owner(s): Mountain Wildflower Limited Partnership Property Address: 1500 Sopris Mountain Ranch Rd. Legal Description: Lot 35, Soprs Mountain Ranch Size of Lot: 35.05 Acres Size of Building: 5628 Sq. Ft. Designed By: Phone #: Fax #: Detached Accessory Unit: Size of Accessory Unit: ❑YES ONO Sq. Ft. It Lri -t7 , li W/ / r5[S✓'k" All Service Septic, LLC Project #: _ 970-618-5033 Mailing Address: 303-216-2796 Email Address: Perc Rate: 0.24 LTAR Profile Hole Depth: 8 ft 1897 Dated: March 10, 2012 PO Box 2844, Glenwood Springs, CO 81602 Tpetzl (o)com cast. net Depth to Groundwater or Bedrock: Greater than 8 ft Minimum Tank Capacity: 1125 gallons Minimum Absorption Area: 3000 sq ft w/ 20% reduction This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This system will consist of one 1500 gallon, two-compartment tank with a PV -55 Easy Pac P-30 pump vault in the second compartment. Distribution valves, placed at a high point, will be used to distribute effluent to 10 sections of a "Bel Pat" subsurface drip field. The valves must be accessible from grade. Each of the 10 sections will consist of 8'x 80' sections of 2" drip line for a total of 6400 square feet of area. There will be four laterals in each section. Laterals must be buried at least 12" below grade but no more than 30", with '/4" holes on 8" centers, holes facing downward. All laterals must be level, but each 2' section may be buried at a different depth. 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate property or will not fail. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by/EH before final approval of the system will be issued. Issued By: f ,CLh (o L� (74 Date: 22 /a- Expires: Installer:icense #: Reactivation Authorized by: a0.✓rx� • O.� �J Final Apprpval Issued By: Date: n New Expirarlon Date: Few Ill A ^ Q 91 10-' )3 fI L L PO Box 1844 SENYICE 5Q Springs,Glenwood C081602 Ph970-618-533 Fax 303-216-2796 - September 2, 2012 Project No. 1897 Max Filiss Divide Creek Builders 1531 County Road 342 Silt, CO 81652 Installation Observations Lot 35, Sopris Mountain Ranch Pitkin County, Colorado OWTS Construction Permit 003.2012.powt Max, ALL SERVICE septic, LLC observed the installation of the onsite wastewater treatment system (OWTS) on July 18, 2012 for the subject property. The installation included a 1500 -gallon, two-compartment tank with a pump vault in the second compartment. Distribution valves, accessible from grade, distribute effluent to ten 8' x 80' sections of 2" drip line for a total of 6400 square feet of infiltrative area. The OWTS was generally 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 OWTS. LIMITS: The observations were based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. Any additional OWTS construction must be according to the 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. Sincerely, ALL SERVICE septic, LLC 09A (*- N -f -&A8 Carla Ostberg, MPH, REHS RE Reviewed Inlet tee Pump vault in 2nd compartment of septic tank ,clean -outs FEB. 10. 2012 11:05AM COL INTERNATIONAL NO. 2331 P. 2/2 ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) =,WR CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.6070 Fax: 970.920.5077 Parcel to#(available from the Pitkin Com Assesaere ONka 970.9205160 or a<�bk'n ssesso or zl� .� Z� -�� 1 /P - Purpl of Permit /KNEW LlwwR �roFwu O �O�O ADDMO14 TANK ONLY [IFlRO ONLY Cost of Sys(em Repan ar RernodeV'I1d, itimi (approxunale)' Cell Poon Business Prays: ~ o Property Address: /SQv Sbf hduN -J 44,jLm4D. Y%f7` co al 2-/ Loi Wock: Fgae: 9wwirislpn�6P'C Building Pearl 4 (if appfi®ble): I O O Z r 2_ rb IL_. Pmpedy Ownes(s) ' Oullimini N/L� wa 4 Emag Address: / A r, .l1er Owners Mailing �(esc f o LVD Ogy, Sate, zip; geVll- p) 611 Home Ptiorra: Business Phone: ....-.....................r..-s r...........�. ✓c vmwn Mf.mM v... wnr,tr�wr. Primary llolA�Ycsnl (If not ow): till COinpany: ekwar t h Contacu Icant Maltinggdd / 3 c T 0 Z 5 l r- 0 ,nv 41 -- Cell Poon Business Prays: ~ Far NumW, 117 0 CrnAil Aadf656' Building Pearl 4 (if appfi®ble): I O O Z r 2_ rb IL_. Lot Size (m acres): Site of Budding (square few. Number of Potential swmoms Peached Accessary Unh? Oyu ofAcdssory Unit(upwafee0: NUmbM of Poten*ol Bedrooms In or FoMas last for pie A=we y Unit D Waley Saeee: �9M ItATf WELL [I SURFACE WaM ❑SPRING ❑ COMMUNILY/pUMIC WATER MIEN Name of (ZIommUrlltyfPubdC Water Byatarn of appfitable): I certify fhat the above infemiabon L5 complete and accumta and that I have provided oomplate and accurate hdormadon in all of the dacumenis Included in my application package- I acknowlodge that EH NR may revoke any permit I am Issued if my apphcatlon Is found to carrtam any inaccurate, false, or misleading Woneapon. I undersand that no construction may be undertaken on an OWLS urdll an OWTS Construction Permit Is Issued. OE /2 - FOR Om USE ONLY Retelrppqq b/ Fee & Recalpt - Oaw I() i'°r,7i�06A ,)./E(, �12 ..:a^. mit •8'-Zt N!,,, «;bS1•w.o -•••,t :.., b+i t'tis-1'.1 ...:. .�a:et �^,r 5 b03.2o�Z-p�w� rxan Pitkin County Environmental Health Department Contact Log Sheet L.:.. ► ► go, aI "A1u I_ MIN Parcbl [D#: Address: P- erson ..ken To Comments on to be taken�� 0 Carla Ostberg From: Carla Ostberg Sent: Thursday, March 22, 2012 11:32 AM To: Tim Petz'; Stephen Burns; Max Filiss Cc: John Nielsen; dustin; Bryan Daugherty Subject: RE: Bel Pat Drip Irrigation in CO. sizing for Carla I find the numbers a little confusing — but will live. Looks like a 25% red is taken for dosing and we only allow a 20% reduction — BUT the safety factor used is larger, so the numbers come out the same or more conservative than required. Our regs say... Subsusrface Drip System a) Drip pipe shall be installed between 12" and 30" below grade. b) Dosing shall be between 30% and 50% of the volume of the perforated pipe per dose. c) The ETA system absorption area shall have a min of four sections. d) The effects of soil permeability (percolation rate), slope, and final vegetative cover and erosion control must be addressed in the design. e) Design criteria shall estimate the percent allocation by evaporation, transpiration, and absorption (MAYBE THIS IS THE MYSTERY NUMBER???) f) No irrigation shall be allowed of the ETA system's absorption area. I'm comfortable w/ permitting this design. Dustin and Steve, please stake out the field before digging. Tim, if you could provide a little more detail in an amendment letter concerning how the 10 valves will be laid out, max burial depth, spec the pump you'd like to see installed (I think we talked about the P-30, not the P-50). Thank you! Carla Ostberg, MPH, REHS Pitkin County Environmental Health Manager (new location!!) 76 Service Center Road, Aspen, CO 81611 970-920-5438 From. Tim Petz fmailto:tpetzl(acomcast.netl Sent: Thursday, March 22, 2012 10:56 AM To: Carla Ostberg; Stephen Burns; Max Filiss Cc: John Nielsen; dustin; Bryan Daugherty Subject: Re: Bel Pat Drip Irrigation in CO. sizing for Carla (1.5) safety factor (1.6) organic loading (pitkin in 1.4) (1.17) CHURCH magic number decided (.75) dosing reduction upon by Warren Brown and Ed Church (1.5 x 1.6 x 1.17 x .75) x loading /Application Rate of soil = Required area. Avalanche, You will need to call and aski questions during install. Let me know, I am around. Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 74 Carla Ostbera From: Tim Petz [tpetz1 @comcast.net] Sent: Thursday, March 22, 2012 10:48 AM To: Carla Ostberg; Stephen Burns; Max Filiss Cc: John Nielsen; dustin; Bryan Daugherty Subject: Bel Pat Drip Irrigation in CO. Attachments: Bel Pat Drip with Backhoe install.pdf; Bel Pat Drip with Trencher install.pdf; Brochure inside.jpg; State Approval Letter for Discharge.jpg; DRIP backhoe Model (1).pdf; Distribution Valves for Drip Bel Pat.JPG; Trench Bel Pat Drip.JPG; IMG_2298.JPG County, Excavator and Client Bel Pat Drip Irrigations of this style have been around and working for 30 yrs. in CO. There are 12,000 of them. They consist of 2" pvc pipes with 1/4 inch holes on 8 -inch centers facing down. Septic tank and pump - Bel Pats need to be dosed with a pump. Effluent has to spread out throughout all the fingers of the PVC pipes. Distribution Valves - 2" ball valves to turn on and off sections. Along the front range we rotate our 'sections' by using the ball valves. We turn on 75% at a time, and rotate fields every year. Valves are placed in Sprinkler boxes. Multiple boxes would be required to house 10 sections ... ie .... 10 ball valves. The pump line comes into the manifold to the valves and splits effluent evenly ... ie... if we have 10 sections, the pump line would enter manifold with 5 section lines on each side. Sections - each section is served by one distribution valve 2" valve. The manifolds serving the sections are level and they must split effluent evenly. Observation pipes - One in each section, tied into laterals. Here are a few TYPICAL drawings ... A trencher application and a backhoe installation. And pictures, and state approvals, AND the original brochure from 1981 Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 a 970-618-5033 0 f 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 From: "Tim Petz" <tpetz1Co)comcast.net> To: "Carla Ostberg" <carlab(a)co.pitkin.co.us>, "Stephen Burns" <burns(o)avalancheexcavation.net>, "Max Filiss" <maxfilissCa yahoo.com> Cc: "John Nielsen" <'ohn(o)avalancheexcavation.net>, "dustin" <dustin(o)avalancheexcavation.net>, "Bryan Daugherty" <bryan.daughertyCa co.pitkin.co.us> Sent: Thursday, March 22, 2012 10:48:07 AM Subject: Bel Pat Drip Irrigation in CO. County, Excavator and Client Bel Pat Drip Irrigations of this style have been around and working for 30 yrs. in CO. There are 12,000 of them. They consist of 2" pvc pipes with 1/4 inch holes on 8 -inch centers facing down. Septic tank and pump - Bel Pats need to be dosed with a pump. Effluent has to spread out throughout all the fingers of the PVC pipes. Distribution Valves - 2" ball valves to turn on and off sections. Along the front range we rotate our 'sections' by using the ball valves. We turn on 75% at a time, and rotate fields every year. Valves are placed in Sprinkler boxes. Multiple boxes would be required to house 10 sections ... ie .... 10 ball valves. The pump line comes into the manifold to the valves and splits effluent evenly ... ie... if we have 10 sections, the pump line would enter manifold with 5 section lines on each side. Sections - each section is served by one distribution valve 2" valve. The manifolds serving the sections are level and they must split effluent evenly. Observation pipes - One in each section, tied into laterals. Here are a few TYPICAL drawings ... A trencher application and a backhoe installation. And pictures, and state approvals, AND the original brochure from 1981 Tim Petz All Service septic, LLC / ITS, Inc PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 6147 Braun Court, Arvada, CO 80004 303-908-7823 FAX 303-216-2796 Email secured by Check Point 1 PITKIN CO•ITY COMMUNITY DEVELOPWNT Permit Receipt RECEIPT NUMBER 00032064 Name: Divide Creek Buildiers Date:2/16/2012 Project Address: 1500 SOPRIS MTN RANCH RD Type: check # 4019 Permit Number Fee Description 0003.2012.POWT OWTS Fee 0003.2012.POWT OWTS Fee-StateShare Total: 1c) Amount 1,003.00 20.00 1,023.00 0 r OWTS DESIGN CALCULATIONS - for Pitkin USING LTAR Owner's Name Parcel ID # House Size (sq. ft.) aifilg&(T gpd or 100 gpd) 75 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 m Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 ✓" State Review Required? no LTAR _... X124 (T) ✓ Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 900 Minimum tank capacity 1125 gallons Absorption Area (=B20 X 1.0/B17) A = Q z 1.0 loading/LTAR A = 3,750 sq. fL of absorption area requued Abserpfion Area (=Q/5 X SQRT pe�e mte) 14TH FEGQND_� RV TRI; P ENTA= 3,750 sq. fL of absorption area required Abs. Area w/ loading factor (B25) Trench Bed Quick4 Trench Quick4 Bed and Gravel 3375 375:0Pipe 342 380 Dosing 3000 304 304 Chambers 2262255 3375 266 342 Max Allowable 1975 2625 150 266 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 3375 3750 342 380 Dosing 3W 3000 304 304 Chambers 2625 3375 266 342 Max Allowable 188n 2625 150 266 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet - 25 SETBACK FROM DRY GULCH # of feet - I�0 011 r sB.ptic MEW March 10 2012 r Po Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303.216.2796 Divide Creek Builders, Attn: Max Filiss 1531 County Road 342 Silt, CO 81611 n Project No. 1897 Subsurface Investigation and Revised Onsite Wastewater Treatment System Design Herder Project Lot 35, Sopris Mountain Ranch Pitkin County, Colorado Max, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater treatment system (OWTS) design for the subject residence. The property is located outside of Aspen, in an area where OWTS and wells are necessary.tThe revision is based on a change in drain field twAwlogy/ SITE CONDITIONS A 4 -bedroom residence having less than 6000 SF is planned. The proposed drain field area slopes 8% to the north, and vegetation consists of a moderate cover of grasses with sparse trees. The property is served by a well located 200+ feet to the southwest of the residence. The subsurface was investigated by aging ont'pffift pit and three percolation lioles, as indicated. The materials encountered and reported by HP Geotech consisted of sandy clay, underlain by clay and gravel to the n%ximum 4iepth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 160 to 80 minutes per inch (MPI). A 100 MPI rate will be used to design the OWTS. DESIGN SPECIFICATIONS 'J The OWS design is based on 4 bedrooms, an average sewage load of 600 GPD and an application rate oN.24 gallons per square foot (SF) per day. The application rate is based on evapotranspiration - �t_ d absorption. The installation must include a 90"gallon. two-compartment, precast concrete septic tank with a PV -55 pump vault (Orenco) ltd second compartment,•followed by a drip irrigation drain field in 10 sections. Ten 8-fd lWy 80 -foot sections of drip irrigation field mus?Aw installed for a total area of 6400 Sp. Distribution valves must be used to distribute effluent to the drain field. The OWS should be constructed similar to figures attached. Construction must be according to the county ISDS regulations, the septic permit provided by County Health Depart- ment, and this design. �a Onsite Wastewater systems Page 2 The surface of the field must be seeded after installation of the system to minimize erosion and provide vegetation transpiration. A native seed Construction must be according to the Pitkin County Environmental Health and Natural Resources Department OWTS regulations, the OWTS Construction Permit provided by Pitkin County Environmental Health and Natural Resources 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. No heavy equipment, machinery, or materials should be placed on backfilled 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 OWTS. 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 OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWS. The OWTS 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 OWTS during construction. The OWTS 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. IMININ&I 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. G Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz 3 copies 1� Reviewed Richard H Onsite wastewater systems Page 3 TYPICAL PLAN VIEW DISTRIBUTION VALVES rNEPuw— I. w IFgn — 9 DPVL PIK TO ADDRIONAL SECTIONS IF APPLICABLE 2'841VKVE4' FHISHED GRIOE� SE:VERWE- E ]FTmCn)NIMr BE DIFFERENT VATONI SFVC OB9EFNATpN Ri£WIIH NpON9oR 9ECTICN. /CAPON FALX 9[H:DON msyA�� rPYc 13JNCH MN z � vFNrI� ue.nF.N1 WI)TNz' 3E-nE[x l<1TLLi WWTX sECTox EFFLUENT PUMP LINE WITH PRESSURE RELEASE VALVE, AT HIGH POINT, PLACED BETWEEN PUMP AND VALVES r uws OOHDT m IMUAC® RTUCEP W tM WW9T. OTO LOG IINE IN FUTME nf1EANDIIT �A.Y P.O. Boz 2844 Glenwood Spfts. ColMdo 81602 Phone 970.618.5033 Fu 303.2161798 TO ADOMONAL SECTIONS IF APPLICABLE CALCULATIONS FOUR-BEOROOM SINGLE FAMILY RESIDENCE GALLONS PER BEDROOM • 180 SEWAGE LOADING - O - BOO GPD %/ PERCOLATION RATE • IM MPI LCA"FIDAY PROPOSED DRAIN FIELD WIDTH OF SECTIONS - 8 FEET LENGTH OF SECTIONS+ 80 FEET NUMBER OF SECTIONS - 10 LATERALS PER SECTION • 4 TOTAL AREA PROPOSED • 8400 SF LINEAL FEET OF LATERALS PROPOSED - 3200 FT Q2MMW2%" Herder Residence Lot 35 Sopte Mountain Ren& Pule County. CPIP a Project Number. 1897 W2.0 Pio R�OPak"�EII,I�N.M, RRdlq S7ENm' 2ntl CmOalEnNll DracCown 1500ge1 O 0 F-50 PUMP � r W—& (T191398'RBt WalwMr 2800 R6317 P.O.8=925 .S,s Epby Fm p19I395JTO VALLY B VWMCOSI211 PRECAST, ErnNE fianNeEMk�'AIIeaPewl.mm Herder Residence Lot 35 Sopte Mountain Ren& Pule County. CPIP a Project Number. 1897 W2.0 BORING 1 ELEV. = 651 655 MAIN FLOOR ELEVATION 650 q BORING 2 ELEV. = 646' REC ROOM FLOOR ELEVATION 7D0 51/12 635 w0=9.1 WC=14:8 OD -120 DD -118 30/10 630 BORING 3 ELEV. = 646' 655 650 645 34/12 wC=16.9 OD -114 54/11 m 645 w(r10.8 0 0 m m 640 W —200= —200=27 0 62/12 o�/IP fi4/12 w 640 7D0 51/12 635 w0=9.1 WC=14:8 OD -120 DD -118 30/10 630 BORING 3 ELEV. = 646' 655 650 Note: Explanation of symbols is shown on Fig. 3. I 197 345 HEPWORTH - PAWLAK GEOTECHNICAL, INC. 10 635 630 LOGS OF EXPLORATORY BORINGS I Fig. 2 645 m m I C w(r10.8 0 0 m 640 W —200= —200=27 62/12 Note: Explanation of symbols is shown on Fig. 3. I 197 345 HEPWORTH - PAWLAK GEOTECHNICAL, INC. 10 635 630 LOGS OF EXPLORATORY BORINGS I Fig. 2 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1141 PROFILE PIT (per HP Geotech) Date of Test: 05/05/2006 0 - 2' Topsoil, clay, sandy �' Clay, silty, with scattered gravel No Groundwater or Bedrock was Encountered Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 20.5 20 8.25 9.50 1.25 20 8.00 9.00 1.00 20 9.00 9.63 0.63 20 9.63 10.00 0.38 20 10.00 10.38 0.38 20 10.38 10.63 0.25 80 2 20 20 7.38 8.38 1.00 20 7.13 7.88 0.75 20 7.88 8.50 0.63 20 8.50 8.88 0.38 20 8.88 9.13 0.25 20 9.13 9.38 0.25 80 3 19 20 7.13 7.75 0.63 20 5.63 6.00 0.38 20 6.00 6.25 0.25 20 6.25 6.38 0.13 20 6.38 6.50 0.13 20 6.50 6.63 0.13 160 4 18.5 20 6.13 7.50 1.38 20 6.00 6.88 0.88 20 6.88 7.50 0.63 20 7.50 8.00 0.50 20 8.00 8.25 0.25 80 20 8.25 8.63 0.38 wa'-e 100 MPl 177 Pump Selection for a Pressurized System - single Family Residence Project Herder Res / Pro No 1897 Parameters Discharge Am em6 y S m 2.00 inches Transport Length Before Vahe 100 feet Transport Pipe Class 40 feet Transport Line Size 2.00 inches Distributing Va Ne Modal 6605 feel Transport LengthAfter Vale 40 feet Transport Pipe Class 40 feet Transport Pipe Size 2.00 inches Max Elevation Lig 15 feet Manifold Length 6 feet Manifold Pipe Class 40 Manifold Pipe Size 1.25 inches Number of Laterals per Cell 10 Lateral Length 72 feet Lateral Pipe Class 40 Lateral Pipe Size 1.50 inches Onfce Sim 1/4 inches Onfice Spacing 3 feet Residual Head 1 feet Flow Meter None inches 'Add-on' Friction Losses 0 feet Calculations Minimum Flow Rate per Onfice 0.78 gpm Number of Orifices per Zone 50 Total Flow Rate per Zone 41.6 gpm Number of Laterals per Zone 2 %Flow Differential 13VLast Onfice27.2 % Transport Velocity Before Valve 3.9 fps Transport Velocity After Vahe 3.9 fps Frictional Head Losses Loss through Discharge 3.5 feet Loss in Tran spot Before Value 2.8 leel Lass through Va Ie 13.9 feet Loss in Tran stn l she r Vahe 1.1 feet Loss in Manifold 0.3 feel Loss in Laterals 0.7 feet Loss through Flowmeter 0.0 feet 'Add-on' Faction Losses 0.0 feet Pipe Volumes VolofTranspon Line Before Valve 17.4 gals VolofTransport Line After Vahe 6.9 gals VGlof Manidd 0.5 gals Volof Labels perZons 15.2 gals Total Vol Before Vahe 17.4 gals Total Vol After Vahe 22.7 gals Size Pump For Design Flow Rate 41.6 gpm Total Dynamic Head 38.4 feet lv 12 �0 10 20 30 40 50 60 70 80 Net Discharge (gpm) Pump Data PF5005 High Head Effluent Pump 50 GPM, 1/2HP 115230/ 10 eDH4 20023013060Hz PFSD07 High Head Effluent Pump 50 GPM, 3/4HP 230V 10 60H; 200/230/460V 30 60Hz PF5010 High Head Effluent Pump 50 GPM, 1 HP 230V 10 60Hz, 200/460V 30 60Hz PF5015 High Head Effluent Pump 50 GPM, 1-12HP 230V 10 60Hz, 200V 30 60Hz System cunei Pump Curve:— Pump Optimal Range!— Curie lntemectiono Design Pointo mo Well Constructed Receipt: 0418744 Permit p: 205792 - Wen Name / a: Designated Basin: Case Number. W DID: 0 0 Division: 5 Water District: 38 County: PITION Management District: Help L an Refresh; 9/27/201012:00:47 AM (-] ApplicanUDwnen History I Date Range AppOcant/Owner Name Address City/Stete/2Ip uDu,a.ar News METER WALTER m aoz 6570 9 0OWMASS VLLAG OD 111615 r-] LOCa Hon lnformeflkMr Approved Well tocatIOW Q40 Q160 Section Township Range PM Footage from Section Lines MW NW 34 8.D5 87.DW SIAh 1250 N 300 W Northing (UTM y): 4354121.5 Eaating (UTM x): 318655.6 Location Accuracy: Spotted from section Imes Physical Address subdivision New SOPRIS MOUNTAIN RANCH Clay/State/Zip Filing Block Lot 35 Parcel ID: Aloes In Trac: 35.05 Oace Ifa2ed: 10/07/1997 Date E*p .. 10/07/2999 Use(s): DOMESTIC AqufferALL UNNAMED AQUIFERS $pedal Use: ISSUED UNDER PRESUMPTION 3b -IIA (s): Area Which may be Irrigated: Maximum annual volume of appropriation: Statute: Permit Requirements: Totalizing Flow Meter Geophysicall09 Abandonment Report No No No Cress Reference Permit Number Receipt Description permit(s): :Ims-mm• 0030995 Comments:ONLY WELL 35* AC;3SF, 1AC IRR, DOM ANIMALS;E7(ST MN -30905 RE] ConstruWon/Usage Detaga Well Construction Date: 07/07/1997 Pump lnstallatlan Date: 05/11/2006 Well Plugged: tat Beneficial Use: Elevation Depth Pertorebed Caging (Top) performed Casing (Bottom) Static Water Level Pump Rate 510 450 510 93 10 Lice llama Address Phone Number Driller ID95 SWLT01,WATRE Bmf 1059 RASALT, M 81621 970 -WAIN Pump 10% SVnELSOM, RAMN Boit 297r 14WDOD 5745, W 81602 9/6915630/ Installer [-] Application/PertnItHlsbory Pump Installation Report Received D7/2012006 Pump installed 05/11/2006 Permit Issued 10/07/1997 Well CtngimucOca Report Received 08/22/1997 Application Received 0721/1997 Weil Constructed 07/02/1997 [-] Imaged Doalmente Document Name Date Imaged Annotated Or(silrTal FIle 17/07/2007 No Pump Installation &Tat 1127/2007 No l� �AAAt xs � csa.' `pI rgAly s.! Y xoro r s.I i w te. scx% a MI NAr/I .� •- �+- JA Asl.y A 9nM Fnp sr Imn Y r..lriM M.WW xl.Mgn fab n.u/ 4.rw. Nlr.�oY.I w NYw B.binSry of I palrl I'ww pw Ibbs! ®T M /•Y 9wIM Ap. I./.as mn vY amaa m.r Nww ssm Aaxt' 1W NAxm ma: a..,w Asr AC9lh" •/Y lrxia r.t n.,al Arr mlI'-er nam AY. yww n¢wyryly Cxw AYr NM Wlt�� •F�I.INn of smm /wt ow aai • ..w m ar .ra M.rw Ayr AIM AM Kb A•t Mav ili.^6/ )AAAI Ant a�.:w w`�tie tq.r/wr MAM lora ...a. Y,A?SW A•C Ma/a /rYr �r�! AQ6 ri mwr 6rroa my r tua[w Ms S A • SCHNEIDERMERDERACTIVITY ENVELOPE AND SITE PLAN Pitkin County, Colorado, SPID#2465-342-01-006 ��rylnlr f/'Ip:MPM.I b I. A N1.NJ.:1® F I WCINITY MAF EI3C�AM ER WAIVER + .-wgI•wwmrsf raaurow m.AniFnmur atr war � �`Y..�F�« VlAlifilFlKq�T�Ot Bnhiw Lvf P5- > z XMI rromw •art C,YG /--- — — --------------------.----- /w �.a+rn°•"on.�u.w.. w:w«.nu 9.GWO TV DEVELOPMENT APPROVAL r.tnM MpW - Aarr/lw.r Corral �w mAruuAa ra amhlrnr amr ' r S.ctlor! ,71 mxraxAA� mri,p• wls -span nalri.P�H7rW101fJ02910. rb o1, „A — brnewneacwn/are Lot 35 •a 547 ` 9S.6S aer" t/- vC�ln---�---9)- _ — _ �A–nwC—/C'fEr�WPe m&Nir�t>vrFmOpiw,C�RF/ �N1 ✓rlaw�Oyllra;DwD�i ---s s --_ n m._ of 1810'p0 A,, an Fowd Ls 04(fr, P p g • rrM $A. C � • Ira calls w• 4 u /twn Q3 OOOOO\ �- Iwncemxin to nroxw \ \ \ \ secna¢ EIGx 6EExOM�k NBY imx Mww-amsP \ \ \ \ , arsmevncw vutEs sEcroa \ f�•i m. u and \ �I 94 � I , ��WTOPwE irxwosE uxm ooi.vuvEl 1 I 1 I rnoanu ��y��y�. COHLRER SE 9EP1N: iT BgT6E PLMP VALLiNaEfpL 1 CgAP/.MIIEM wvsa Ear PpC P.w Pmsmu¢ 1 1 1 11 � 1 I 1 I I tuA xovr lHn PEioi I i 7952 I ' � NEOnI\ N PIIOMSEO nE50FNLE I l n I I Po eo. 2aw Herder Residence L` GlenxaoC Springe. CaWa0o 6,602 Lot 355 Pds MwnWn Rah Record Pnone 9]0.61&5031 MnCounty, Ctloretlo Fax 303.216.2796 Proleet Nu r. 1897 f,,xldnxWnq