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Home My WebLink Aboutpitkin.eh.246734301009 (2006)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 Pitkin Counonvironmental Health & Natural Reso*6s Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit# Noolu Parcel ID# Type of permit Name of Owner Street Address 167 Picket Pin Lane 2467-343-01-009 Addition/Remodel to House( X Property legal description Lot 9, Block 1, Filing 1, Gateway of Snowmass Mesa Subdivision Size of lot 4.40 acres Total square footage of the house 3,231 Water source Gateway of Snowmass Community Water System # of bedrooms in house 4 # 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 Permit information Designed by All Service Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 12 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 1750 gallnos Minimum Absorption area 680 sq ft w/ 30% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated August 25, 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. Field must be at least 20 feet from the house. This design calls for the addition of one 1000 gallon slsrgle compartment tank to be placed an ffoaWf the existing 1250 gallon two compartment tank. A pump will be placed in the 2"" compartment of the 435@ 6a obi tank. A manifold will distribute effluent to 5 rows of 15 Quick 4 chambers for a total of 75 chambers. Perf pipe will be distributed the entire length of the chambers. 8" of concrete sand should be placed at the bottom of the bed. Because of the site constraints, the bed should be staked out prior to installation. 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: Date: (Q 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 nwith this permit before the final approval will be issued. Expiration Date: �5 1 1 I Installer: I / A W t.t�i,v4 r� license cense Number: d Final approval: &A � Date: i� a� 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 e Owners Mailing Address 1 cAe + iA/ GCcR City.State,Zjp CL?— oZoZ Business Phone: Home Phone: E-mail Address: /4/1d r 0 N GF, 6019`1 Primary Contact Person (all communication regarding this permit will go through this person) Name 0 R /lair Com liq Ad /'A/ OeS- 6elVZ Contact Mailing Address #00 B eo city, state, z l CO 04d / Business Phone: Q90 la SOP? Cell Phone: 92 .3 Fax: E-mail Address: G10 /rcG/' q at 920.5160 or at www.pitlkinassessor.orq) Building Permit # (if available) Street address of property lb / N'/ c K 1° f ivlA/ "/1 e Legal Description: Lot C ,Block _� ,Filing _I ,Subdivision Size of lot y y D acres. Type of proposed structure: Sl"[e Total square feet of house .31 Caretaker Unit Attached( ) Detached ( # of bedrooms (potential) in house # of bedrooms (ootential) in caretaker unit Permit is for. New Home ( ) Repair due to failure ( ) Remodel/Addition (X Emergency use ( ) Water. Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (, ) If community system: Name of system Cc c , d ed 6 c G a -/ e w eu� The fee for a ISDS application is $600 for a permit that takes 6 fours 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 files, irrigation ditches, lakes, water courses, streams, fioodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present Issuance of the permit does rot 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. The Pitkin County Environmental Health Department, Pitkin County ai should the individual sewage disposal systpmofaail o ma hction.� theapplicant or his/her representatives. T e mes full Signature of applicant Received by loyees of these agencies will be held harmless to construct is issued on information submitted by y in case of failure of the system. Date 3p o(o ' pt # �� Date (7� 0 0 Pitkin County Environmental Health Department Contact Log Sheet i • .. - • •mments / Action to. p�� Iq all tw".-. Q.- I. e. REM 01 PRIM 'Aw MM MM 1. • . t . . .�rd+Jl � I AIM= MM i Pitkin County Environmental Health Department Contact Log Sheet Name: Parcel ID#: Address: Date Person Spoken To Comments / Action to be Taken Initials Time !0 JL 44 SSU �l IO Ob -------------------------------------------------------------------------------- REASON FOR ERROR E-1) NANO UR OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION • 40 0 PITIQN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 11/10/2006 Send to: Don Stalker From: Alicia Gomez Fax Number; 927-6970 Phone Number: 920-SO87 CC: All Service Septic Number of Pages, Including Cover: 2 CC Fax Number: O URGENT O REPLY ASAP CI PLEASE COMMENT O PLEASE REVIEW IM FOR YOUR INFORMATION COMMENTS: Septic Permit #06070 for parcel 2467-343-01-009, owner Reiger, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cover Pitkln County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 51611 Phone (970) 920.5070 I Fax (970) 920.5077 Web site w-aspenpitkin.mm/ehnr P. 1 COO ICATION RESULT x x x REPORT ( NOV. 10. 20 9:24AM ) x x x FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED NOV.10.2006 9:21AM FILE MODE --------------------------------------------- OPTION ADDRESS RESULT PAGE 783 MEMORY TX ------------ TIM PETZ --------------------- OK 2/2 9276970 OK 2/2 -------------------------------------------------------------------------------- REASON FOR ERROR E-1) NANO UR OR LINE FAIL E-2) BUSY E-3) NO ANSWER E-4) NO FACSIMILE CONNECTION • 40 0 PITIQN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 11/10/2006 Send to: Don Stalker From: Alicia Gomez Fax Number; 927-6970 Phone Number: 920-SO87 CC: All Service Septic Number of Pages, Including Cover: 2 CC Fax Number: O URGENT O REPLY ASAP CI PLEASE COMMENT O PLEASE REVIEW IM FOR YOUR INFORMATION COMMENTS: Septic Permit #06070 for parcel 2467-343-01-009, owner Reiger, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cover Pitkln County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 51611 Phone (970) 920.5070 I Fax (970) 920.5077 Web site w-aspenpitkin.mm/ehnr 0 6 • Page 1 of I Carla Ostberg From: Carla Ostberg Sent: Monday, October 16, 2006 8:47 AM To: 'tpetz1@comcast.net' Subject: RE: 60% capacity Yes, I would install a tank after the existing in order to not mess with the plumbing. A 2 comp 1000 gallon will be fine. Please let the installer know that there is a change. Thanks, Carla Ostberg, REHS Environmental Health Program Supervisor Pitkin County Environmental Health and Natural Resources 970-920-5438 From: tpetzl@comcast.net [mailto:tpetzl@comcast.net] Sent: Saturday, October 14, 2006 7:24 AM To: Carla Ostberg Subject: 60% capacity Morning I found nothing 'concrete' (get it?) under septic tank design in the regs regarding having 60% of the total capacity in the first compartment. We are stuck in the Rieger Situation on Picket Pin Lane. WE cant raise all that internal plumbing. I will (with your permission) authorize to install an additional tank after the existing 1250 2-com. What do you think? Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden 10/16/2006 q 0 • Page 1 of 1 Carla Ostberg From: Jim Austin Sent: Thursday, August 03, 2006 1020 AM To: Carla Ostberg Subject: 0167 Picket Pin This is an old address file, 1987, with no bedroom information. No help here. 8/4/2006 J � S E 1 L7 • flrrRL Po� SfBnL Gh "18a pin0�t001003 PA970fi1FS03i h[303.316.3796 November 6, 2006 Longhorn Designs, LLC, Attn: Don Stalker PO Box 1280 Basalt, Colorado 81621 Installation Observations, Randy Rieger Residence 0167 Picket Pin Lane Pitkin County, Colorado Mr. Stalker, �%-7-&ys- t)I -C::) (�)c� Project No. 1224 REL F,l • ED NOV 1 6 200 PIT;qN4LT e A HEALTH @ t4WA°i"HUNM NTAt TUR.AL RESOURCES ALL SERVICE septic, LLC performed installation observations on October 180' and 25th 2006, for the subject property. The installation included the existing 1250 -gallon concrete septic tank with an effluent filter followed by a 1250 -gallon, two-compartment precast concrete septic tank with the addition of a pump in the second compartment. A `Quick -4' gravelless chamber bed was installed. The bed had a total of 75 chambers, and 690 SF of infiltrative area Eight -inches of concrete sand was placed beneath chambers. A level manifold was installed to distribute effluent, as indicated on as -built drawings. 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. INIuIYC.YI The observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS 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. Sincerely, ALL SERV septic, LLC 7�— Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Aun: Nancy I RITE PLAN AND LOCATION 000 t PERCOLATION HOLES SCALE I" = 30' 690 SF OF DRAIN FIELD IN ONE GRAVELLESS BED NORTH USING SAND FILTER MATERIAL AND'QUICK-4' CHAMBERS. 5 ROWS OF 15 'QUICK -4 CHAMBERS FOR A TOTAL OF 75 CHAMBERS. 8" OF CONCRETE SAND PLACED BENEATH CHAMBERS. A PERFORATED PVC PIPE SUSPENDED FULL LENGTH WITHIN CHAMBERS UTILITY EASEMENT EXISTING DRAIN FIELD HAS BEEN �P< ABANDONED UTILITY EASEMENT GARAGE I GRAVEL PARKING LEVEL WEST 262.30' 4 -BEDROOM RESIDENCE PES 2" PUMP LINE EXISTING 1250 -GALLON, 2 -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH THE ADDITION OF AN 1250 -GALLON, TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A PUMP. 0167 PICKET PIN LANE ALL PRO. NO. 1224 SNOWMASS, COLORADO SERVICE SEPTIC, LLC RIEGER RESIDENCE 970-618-5033 FIGURE I 10 4P INDIVIDUAL SEWAGE DISPOSAL SYSTEM FAST TRACK WAIVER 1 (printed name of legal owner(s) o uthorized epresentative of legal owner(s)) accept responsibility for obtaining all soils information and meeting all of the other application requirements of the Environmental Health & Natural Resources Department (EH/NR) that are necessary to obtain an Individual Sewage Disposal System (ISDS) Permit. I/we acknowledge that a Building Permit will not be issued until: (1) an ISDS Permit has been issued by EH/NR, or (2) EH/NR provides notice to the Building Department that an ISDS Permit is not required. I/we recognize that an application for a Building Permit application is being submitted without completing the necessary field work to obtain a permit to construct an ISDS. ]/we acknowledge that this may result in additional expense in the form of Building Permit application review fees if changes to the original plans are necessary. Itwe recognize that, by entering the Building Permit application process in this fashion, there is a risk that: (A) the property in question cannot be built upon, (B) the dwelling may need to be smaller than originally designed, and (C) an entirely new set of plans may need to be submitted, which may cause extended delays in issuance of a Building Permit. Note: This waiver does not apply, and will be of no force or effect if the project is subject to a condition of approval which requires that an ISDS Permit be obtained prior to submission of a Building Permit application to the Building Department. In such instances, the applicant(s) must have the condition of approval modified prior to application for ast Track Waiver". // / /A SIGNED: DATE: 0AIR�W ENVIRONMENTAL HEALTH 8 NATURAL RESOURCES DEPARTMENT APPROVAL: DATE: 1 � !n t�l 2 . 6-22-06 11/10/2006 09:12 k i)_ fillWr CiMW **yp,t011602 SEflYICf � Fax 0,27% November 6, 2006 3032162796 • Longhorn Designs, LLC, Attn: Don Stalker PO Box 1280 Basalt, Colorado 81621 Installation Observations, Randy Rieger Residence 0167 Picket Pin Lane Pitkin County, Colorado Mr. Stalker, PETZ 0 Project No. 1224 PAGE 02 ALL SERVICE septic, LLC performed installation observations on October 18'x' and 251s 2006, for the subject property. The installation included the existing 1250 -gallon concrete septic tank with an effluent filter followed by a 1250 -gallon, two-compartment precast concrete septic tank with the addition of a pump in the second compartment. A `Quick4' gravelless chamber bed was installed. The bed had a total of 75 chambers, and 690 SF of infiltrative area. Eight -inches of concrete sand was placed beneath chambers. A level manifold was installed to distribute effluent, as indicated on as -built drawings. 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 observation was based on information submitted and our site visit. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS 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. Sincerely, ALL SERVE septic, LLC Timothy R. Petz . t A >.: 0.oNE F9P.F. ~ 2 copies sent Copy sent to Pitkin County Health Dept. Attn: Nancy 11/10/2006 09:12 3032162796 PETZ 61 • 16 SITE PLAN AND LOCATION OF PERCOLATION HOLES 690 SF OF DRAIN FIELD IN ONE GRAVELLESS BED USING SAND FILTER MATERIAL AND 'QUICK -4' CHAMBERS. 5 ROWS OF 15 'QUICK -4 CHAMBERS FOR A TOTAL OF 75 CHAMBERS. 8" OF CONCRETE SAND PLACED BENEATH CHAMBERS A PERFORATED PVC PIPE SUSPENDED FULL LENGTH WITHIN CHAMBERS tI III I`*r, A1:IMk NI EXISTING DRAIN FIELD HAS BEEN ABANDONED TIII!v I Ayf.MF..N' I kAVI I�Ai�kll+� LEVEL MANIFOLD "EDROOM RESIDENCE rPAGE 03 1 S('AI E 1° - 30' NURi I { 2" PUMP LINE EXISTING 1250 GALLON, 2 -COMPARTMENT, PRECAST CONCRETE SEPTIC TANK ITH THE ADDITION OF AN 1250 -GALLON, TWO COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH A PUMP. 0167 PICKET PIN LANE ALL PRO. N0, 122L SNOWMASS, COLORADO SERVICE SEPTIC, LLC RIEGER RESIDENCE 970-618-5033 FIGURE I 13 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID It 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 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 800 State Review Required? no Perc Rate =,-'sok (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1400 Minimum tank capacity 1750 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 970 sq. ft. of absorption area required 63 gravelless chamber units without reduction # of Perc Holes Required: 3 QUICK 4 9_8 A = 484.97423 sq.k with 50% reductionTRENCHES 49 graveBess chamber units with reduction STANDARD A= 484.97423 sgft with 50% reductionTRENCHES 31 graveness dhamber units with reduction EO 36 30 EQ36 units in TRENCHES OUICK4-EO36 485 63 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 ILf 100 4 UQ ICK 4 92 678.96392 sq ft 3o% reduction BED 74 dumber units with reduc. 678.96392 sq h 30% reduction BED 44 chamber units with reduc. 54 EQ36 units in a BED 679 106 H11jo roft2 GMnraadCOe1602 INPh970d163033 Fa 303.216.2796 August 25, 2006 Mom, Designs, LLC9 Attn: Don Stalker PO Box 1280 Basalt, CO 81621 RECEIVED SF? 0 1 2006 PITKIN CUUN I Y tNVIRONMENTAL HEALTH& NATURALRESOURCES Subsurface Investigation and Upgrade Onsite Wastewater System Design 0167 Picket Pin Lane Pitkin County, Colorado Mr. Stalker, Project No. 1224 ALL SERVICE septic, LLC performed a subsurface investigation and an upgrade onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in Snowmass, an area where OWS are necessary. SITE CONDITIONS A A,hedcoom.ai{ugle'fmady txsidww% having 4000 SF exists on the site. The OWS will be upgraded to accommodate 4 -bedrooms. The existing OWS consists of a 1250 -gallon, septic tank, and a drain field of unknown size and dimension. T o " d c} wilt be,#.bandaned. The proposed drain field area is relatively flat, and vegetation consists of a full cover of native grasses. SUBSURFACE The subsurface was investigated by digging an 8 -foot test pit in the area of the proposed OWS, as indicated on the plans. Four percolation holes were hand dug, in the area of the proposed drain field, as indicated. The soils evaluation indicated the site has a thin root zone, underlain by silty, sandy clay to 3.5 feet, underlain by sandy clay to maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 8 to 10 minutes per inch (MPI).W0"2 tvused to design the OWS 1 DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 800 GPD. The installation must include a mpartment, precast concrete scoc tank with.an eMUMtfif to be followed by the 1250 -gallon existing septic tanla A pump must be placed in the second compartment of the existing septic tank. Tank alternatives may be considered. One gravelless chamber bed must installed, as indicated.Wfie rows of 15 `Wck4' chamber for a total off6Y %chambers, pnd 690 SF of infiltrative area must be installed. A 4" perforated PVC lateral must be • Subsurface Investigation and Upgrade OWS Design Project No. 1224 825/06 Page 2 suspended within chambers full length. A cap should be placed on the end. AS vel matetlfold muA* peed to distribute eftluem tConstruction 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. Erosion control should be practiced prior to and during re -vegetation. 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. 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 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. 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. I CP • Subsurface Investigation and Upgrade OWS Design Project No. 1224 8/25/06 Page 3 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed ri Cd'.s" Sam •� Timothy R. Petz Richard H. P �A nal I 3 copies I-3 Pump Selection for a Non -Pressurized System Rieger Residence Project No. 1224 300 Input Parameters Design Flow Rate 20 gpm 27 Distributing Valve Model None Lift to Discharge 10.0 feet Transport Length 60.0 feet I P3010 Transport Line Size 2.00 inches 24i Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.26 inches Flow Meter None inches 21i 'Add-on' Friction Losses 0.0 feet 1e I -- I Calculations Head Loss Through Distributing Valve 0.0 feet d Head Loss in Transport Pipe 0.4 feet S 161 Head Loss Through Discharge 2.0 feet u m Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet c p 12 Total Flow Rate 20.0 gpm c TDH 12.4 feet ~ _ g1 GI 31 U 0 10 20 30 40 Net Discharge, gpm Orenco Systems Incorporated 814AIRWAYAVENUE E111usM Pumpe P30 Series 197 to 1-197 P3016 I P3010 P3007 I I -- I U 0 10 20 30 40 Net Discharge, gpm Orenco Systems Incorporated 814AIRWAYAVENUE SUTHERUN, OREGON 97479 . TOLLFREE 19001348-9843 TELEPHONE 15411459-0449 FACSIMILE. 15411459$884 www.orenco. Com • 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1224 PIT data of Tact- nR/9q/?nnR 0 - 6" Root Zone, Sandy, Red 6" - 3.5' Clay, Silty, Sandy, Stiff, Moist, Grey (fill) 3.5'- 8' Clay, Sandy, Very Stiff, Moist, Grey CI 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./in.) MPI (in.) (in.) 1 34 20 2.50 5.00 2.50 20 5.00 7.75 2.75 fill 20 2.00 5.25 3.25 20 5.25 7.25 2.00 10 fill 20 3.50 6.00 2.50 20 6.00 7.25 2.25 2 36 20 3.50 6.00 2.50 20 6.00 9.00 3.00 fill 20 4.25 6.50 2.25 fill 20 6.50 dry 20 2.25 4.25 2.00 10 20 4.25 7.00 2.75 3 34 20 2.25 6.00 3.75 20 6.00 dry 20 3.75 6.75 3.00 20 6.75 9.25 2.50 20 3.50 6.00 2.50 8 20 6.00 dry (Percolation Hole #4 was not considered) DESIGN RATE = 12 MPI CI 02/22/2006 03:56 19709273567 RIEGER P115.11-2006 03:?EP FROM:0 IN SPACE (978)963-1552 TO: 92735 PJ ze ,r/ - �Iccbt 1 tt��► - ��Dq .a r •Y e� 1 � 6 e N e� sas¢ z� IM �=1T41G0V.lSS..RP�.Y F G.q� Legal Description: Lot 9. Block 1. Gateway of Snowaass Masa Subdivision, Filing No. 1. Pttkln County, Colorado. Note: The real property described above ooss not lie within the limits of a 100 Year Flood Hazard Boundary. 1MPROYEMENT LOCATION CERTIFICATE I hereby certify that this Improvement Location CertiftCate w;s prepared for Joseph Burke that it Is not a land survey plat or Improvement survey plat, and that It is not to be relied upon for the establishment of fence, build - Ing, or other future improvement lines. I further certify that the improvements on the above described parcel on tnis date. 26 July 1989 , except utility connections, are entirely within the boundaries of the parcel, except as shown, that there are no encroacMents upon the described premises perentpevidence oents rSignoflanyteasementscrossing oraburdeni burdening and rtthat of saidthere parcel exrept as n e0. By Z!�- SyIney r (ICOM F. . 14111 11111 Mew UUT" COTMi snn a 3S Y er I NES /N S124GL� SYDAIEY 4LAV=0MIB (L. S MAY/ 1Y100-0. 39 �� lD IJ xOo 2 µ 1% BcALEa PAGE 01 0 0 RIEGER RESIDENCE 167 PICKET PIN LANE PITKIN COUNTY, COLORADO AS -BUILT DRAWINGS 1987 AND 2006 COVER SHEET 01 SITE PLAN Al BASEMENT FLOOR PLAN A2 MAIN FLOOR PLAN A4.1 FRONT & RIGHT ELEVATIONS A4.2 BACK & LEFT ELEVATIONS RECEIVED SEP 0 1 2006 PITKIN CUUN i Y t9VHUNMtNTAL HEALTH & NATURAL RESOURCES x rW� iVi W 0� 0 RIEGER RESIDENCE 167 PICKET PIN LANE LOT 8 OLD SNOWMASS COLORADO EAST 315.59' 101 UT411YEASEMENT 0 p�4 LOT 9 BLOCK 1 4.40 ACT. GARAGE I GRAVEL PAIWNG 2STORY ��\ MAMEn HOUSE 1f ;- \ UPLRYESEMENT � \ ♦ WEST 26230 1 LOT10 LEGAL DESCRIPTION; LOT 9, BLOCK 1, GATEWAY OF SNOWMASS MESA SUBDMSION, FILLING No. 1, PITKIN COUNTY, COLORADO. L w Ld Li] 3 U� Z Q a 3 Y Z Q V (n a o J (0 O STRUCTURAL ENGINEERS VA4IEHORSECON9ILTANIS �m FR YAAIW DRAFTSMAN LONG11dNOL9GN p arumoai iwcenaruon IY IAMA Plo¢� MII®1 Awa: FO mr�om� 0 0 0 a� W w ou z W ar 3 Li U) z CL O coo SiRUCRAtAL FNC�IFFIIiS WNIEIid✓gO0N31TNA5 revamam nwmlwlm M IIOAIW lR 1 JI M LONIi1gN10F9RJ OTPP 10®1m wru.wemi nacmmav IY IIO@MN M�f 616 IEY10Cf{MlE MlE PIpBT. N11®1 MaYBr: s anwz- oom rn -moo FA] Fil mr�m� avcols a� 0 0 0 ULLIFA rLL. W W 5� r Z_ Q 1(iY a C) a� c^o O srRucruRalaclrvEexs WHIIEIpK+E WN9ULTANF w!rwue omcmnw nvcnouiw wm,r DRAFTSMAN �oNaluaorscn pO!01 wm.Wnm GO[ MM IF'/®R6M1E oac p9ic wxmi s auu¢- aom WN - a000 ivno—aoa� q[4. ay- c-'�i...'�?.� i'rl- -f -. ti' `vw�... %T �^J6•. p'�r�'.•.kj:..�`1->:::>'>.<,,,Xa }r >L •_< � Y, •y:,t." ,c:i-(r _. �..:�•_. 1'._r.e...Y'ar.. ��•')'•v `. � ...,J<�Yr.•• :,.Y ti �.':.,3 Y � 'G�7 :rr:`:_. `__ - ty�r.....:r�v_- i=,-�t.:;>.2 Y•,rr. l:cr. �Li... k�....i -.�;a".�' - ai'f ' ]a•V_... t-J.p•..a -.R. i>S_...-ttJs4 ,_.+, `t�:4µ�S+:z'?-.-�='u�-ri:�a 4.:',•. s. ti_,•��- �"i'%� �� LwiX_ilN'S`�iY` arwa�.v`.2._ ;�s. Pia.: �4' � tx fi_i;4•.?e:`c `y''�!' �a.t'."!�- a;1 a. +i�` I'' �+,�1 `�•� 'ra >y:�.{.,•y:;x''a`. a> •ayt,'s.'t. 71CFOCKCAP to exernsr '�"- iFi'S�J=;`�_n ..a`J:`.it,.i.7L��r,•t^ .s: ,%1�'.y +.; � a2',t,.i?iK•rp� �aS>•.: •:,'>::�:z'{_..i 3 .�ji}r3�.Y��' _rz�s:'x.. 1 5 1 ^><~� ❑ t•a, +rte ::•`: FRONT ELEVATION AS -BUILT SCALE: 1/411 = 1'-0" O MATERIAL KEY: 7 LOG WALL 2 STUCCO 3 4gTMOPROOF 4 SOFFIT • > X�.'a`RtiT iti*S. 'i..,%i 5 5 5 1%sSOFFTFANDFASCU .'�' s Ixeriexosre •�'>� • 7 IxacoaNmeaornlw 2 0 SYNMETC FOCKYENEIIi 9 S7i1}2 L E3 RIGHT ELEVATION A9 -BUILT SCALE: 1 /4" - V-0" ULLIFA rLL. W W 5� r Z_ Q 1(iY a C) a� c^o O srRucruRalaclrvEexs WHIIEIpK+E WN9ULTANF w!rwue omcmnw nvcnouiw wm,r DRAFTSMAN �oNaluaorscn pO!01 wm.Wnm GO[ MM IF'/®R6M1E oac p9ic wxmi s auu¢- aom WN - a000 ivno—aoa� q[4. ay- 71CFOCKCAP to exernsr ULLIFA rLL. W W 5� r Z_ Q 1(iY a C) a� c^o O srRucruRalaclrvEexs WHIIEIpK+E WN9ULTANF w!rwue omcmnw nvcnouiw wm,r DRAFTSMAN �oNaluaorscn pO!01 wm.Wnm GO[ MM IF'/®R6M1E oac p9ic wxmi s auu¢- aom WN - a000 ivno—aoa� q[4. ay- 1 c) 1,0 SOFFTf grew 3 Irwmmm Mi wua- mm L wvcas 2 BACK ELEVATION AS -BUILT SCALE: 1 /4" = 1'-0" 0 MATERIAL KEY: I LOG WALL 3 2 STUCM 5 3 HUrMOPRDOF 4 r sr 5 1 X 8 SOFFIT AND FASCIA 6 VXSHE4DF3q 7 JX4CORNERqWTRM 81 SOITICTICROCKVDIEER 4 2 91 SYNTHEnCROCKCAP % 1101 8%B POSE LEFT ELEVATION AS -BUILT SCALE: 1/4"= 11-0" c) 1,0 SOFFTf grew c) 1,0 grew wrxmaal Irwmmm Mi wua- mm wvcas THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. Legal Description; LOT 9 BLOCK 1 4.40 ACT. STEEP SLOPE RECEIVED SEP 0 1 2006 PITKIN COUNTY ENvIRUNMENTAL HEALTH& NATURAL RESOURCES 690 SF OF DRAIN FIELD IN ONE GRAVELLESS BED USING SAND FILTER MATERIAL AND 'QUICK -4' CHAMBERS. 5 ROWS OF 15'QUICK-4 CHAMBERS FOR A TOTAL OF 75 CHAMBERS, 8" OF CONCRETE SAND MUST BE PLACED BENEATH CHAMBERS. A PERFORATED PVC PIPE MUST BE SUSPENDED FULL LENGTH WITHIN CHAMBERS UTILITY EASEMENT EXISTING DRAIN FIELD MUST BE ABANDONED CONTOUR INTERVAL AT APPROX 2 FEET. NOT THE RESULT OF A SURVEY UTILITY EASEMENT Lot 9, Block 1, Gateway of Snowmass mesa Subdivision, Filling No.1, Pitkin County, Colorado. GARAGE GRAVEL PARKING WEST 262.30' OBSERVATIO 4 -BEDROOM RESIDENCE IPE i0l 0 SCALE 1 91= 20° NORTH ]STING 1250 -GALLON, -�OMPARTMENT,PRECAST )NCRETE SEPTIC TANK TH THE ADDITION OF A IMP \ I RE -DIRECT SEWER LINE TO NEW TANK, AND PLACE CLEANOUT. MUST BE SCHEDULE 40 UNDER DRIVE. ADD 1000 -GALLON, SINGLE COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON OUTLET. RIEGER RESIDENCE 167 PICKET PIN LANE OLD SNOWMASS COLORADO Effluent Pumping Tank - Existing 1250 -Gallon Tank CONCRETE — RISER WITH LID Tank Adapter — (cost or bolted) Inlet Tee ALARM IS OPTIONAL TANK SPECIFICATIONS Slope Ground Away from Riser Conduit to Control Panel Conduit Seal— -PVC Splice Box with Cord Grips -Fiberglass Gasketed Lid with Stainless Steel Bolts -PVC Riser with Grommet(s) (bond to tank adapter with recommended adhesive) -Discharge Assembly -Flexible Hose Effluent Discharge Tank Adapter (cast or bolted) Level Control Float Assembly Check Valve (optional) Pump Drain Port Pump Vault - Placed on Concrete Block CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 1750 GALLONS REQUIRED TANK(S) = 1000 -GALLON, SINGLE -COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET, FOLLOWED BY THE EXISTING 1250 -GALLON, TWO-COMPARTMENT TANK WITH THE ADDITION OF A PUMPIN THE SECOND COMPARTMENT. TYPICAL PLAN VIEW - N.T.S. 4" PERFORATE BE SUSPENDE CHAMBERS 2" PUMP LINE nQ CGD1/nTln�l/\/GNT PIPGC (TW) 1 QUICK4(TM) APS LEVEL MANIFOLDX INFILTRATOR(R) QUICK4(TM) CUT SHEET 52" 48" (EFFECTIVE LENGTH) DESIGN 60' CROSS SECTION OF TYPICAL CHAMBER -TRENCHES EXTENT OF 4" SDR 35 PVC EXCAVATION OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINA0E�3 3' MAX 2' MIN 8'� 4" PERFORATED PIPE MUST SCARIFY SURFACE INFILTRATOR(R) QUICKBE SUSPENDED WITHIN 8 CONCRETE SAND CHAMBER, 3' X 4' CHAMBERS BED MUST BE LEVEL 4 -BEDROOM MAIN RESIDENCE, <6000 SF = 800 GALLONS PER DAY TOTAL LOADING = q = 1400 GALLONS PER DAY PERCOLATION RATE = 12 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 12) / 5 = 970 SF REDUCTION OF 30% = 670 SF BED SPECIFICATIONS WIDTH OF BED = 15 FEET = 5 CHAMBER LENGTH OF BED = 60 FEET = 15 CHAMBERS TOTAL NUMBER OF'QUICK-4' CHAMBERS = 75 PROPOSED NEW INFILTRATIVE AREA = 690 SF NOTES: BED MAY BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION ►LL SERVICE septic, LLC 0167 PICKET PIN SANE PROJECT N0. 224 BOX 2844 SNOWMASS, COLORADO UPGRADE ONSITE WASTEWATER SYSTEM DESIGN 08-25-06 oNwoo03sPRINGs,coslbo2 RIEGER RESIDENCE