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HomeMy WebLinkAboutpitkin.eh.246734301003 (2009)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 Coun&vironmental Health & Natural Resoas 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# 06051 Parcel ID# 2467-343-01-003 Type of permit New( X ) Repair() Addition/Remodel to House( ) Name of Owner Robert L. Deutsch Street Address 110 Gateway Rd Property legal description Size of lot 1 acre Lot 3, Block 1, Filing 1, Gateway of Snowmass Total square footage of the house 3,800 Water source Gateway Water District # of bedrooms in house # 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) FOUR bedrooms Permit information Designed by All Service Septic, LLC Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 23 Profile hole depth 8 ft Depth to groundwater or bedrock > 8 ft Minimum Septic tank capacity 1750 gallons Minimum Absorption area 1343sf/30% reduce=940sf Comments Septic permit approved per compliance with the engineer design and specifications dated May 5, 2006. Any changes must be approved by this department and the design engineer t)rlor to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The design is for a 2,000 gallon two compartment concrete septic tank with an effluent filter, a concrete distribution box with a baffle and equal distribution to a two section bed, each section to have 6 X 9 units of Quick4 graveliess chambers for a total of 108 chambers. 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: Y/ 4,224 Date: Plans and specifications of the posed 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. Expiration Date: Installer: h l r\ I License Number: �7(n U Final approval: .� Date: o?- y 10fQ'R Pot-hDI \+QUA SII �0 logy iwL rS L PPCKiN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Supe 10, Aspen Coldrado 81611 Phone (970) 920-6070 Fax (970).920-6077 Name of OWNER Ro r 7tT r' l u yG Owners Marling Address C. l LP city, 5ivou rl. rf S 6 s Business Phone - Herne Phone: % 3 //Z E-mail Address: - Primary (Contact Person (all communication regarding this permit will go through this person) Name u-/ Company Contact Marling Address / _ C' , State, Zi %1�1t/ i Lo /(( Sy Business Phone : _3 L Cell Phone: 9 l ( b Fax: E-mail Address: Parcel ID # (avail at 9205160 or at Street address of property 6 Legal Description: Lot _J' Block',Filing �_ ,Subdivision Size of lot: T acres. Type of proposed structure: Total square feet of hrouusse� (> b # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( of # of bedrooms (potential) in Permit is for. New Home (.V/) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (,/j If community system: Name of system. ri 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 flours, a rate of $100 per hour will be charged. The mamamurn 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 edsting 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. I hereby certify that any such features not shown on attached site map are riot 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. 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 hislher representatives. The owner assumes full responsibility in case of failure of the system. Signature of applicant Date Received by J Receipt Date GAsdslisds app&Nsdsapp RevOW103.doc Pitkin County Environmental Health Department Contact Log Sheet Parcel \ Address: Person Spoken To Comments / Action to be Taken wfaffeal FOR DATE OF -- ■ ... EL ILI RETURNED YOUR CALL I& z PI EASE CAI I ■ ■WANTS TO SEE YOU _ f • 'Carla Block From: tpetzl@comcast.net Sent: Tuesday, April 25, 2006 10:14 PM To: Carla Block Subject: Test Pits ready for Bob Deutsch DQakD ID Address: Lot 3, Block 1, Gateway at Snowmass Subdivision. Contact: Bob Deutsch 480-538-9000 Directions: Turn on Gateway Rd from Snowmass Ck Road. the property is 500 feet down the road. At the first turn in Gateway Road look straight ahead in the open area. The pits and peres are visible. Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden al z1 10(o - I q R "-� 4 p.t,1 C S y-ko o 6 v t o u5 Sp Tb0.Ctc jc"" S b 0 -i" - u�E f5 2oob 1 Pt+.cs�t,B' �IF�NN�J�ci iI6�7T, C ArFLL, "I ('m6Tf,-o �i iST�e LT pr� S Pao :O6- lk:�PTER 5,5hu1Lt fa Ito 64--r6cu,,, Ro Fop- soz V15to (2�GsirJeNc.c . F^"i Q�cs pIrv�se Co NT A c;r (Kc 4-c 9 Z -;? - 3 �{ Jf c,qp-fs-boa� Lt -A �l at ✓� i�l �6 c� R Gs4►6WA7 l�bLsrf�i 17isYyi+�7- 0 0 Poann" SfflYl(F%97"18-5033 �oe'�� February 5, 2008 Bob Deutsch 8306 North 72nd Place Scottsdale, AZ 85258 Installation Observations for Deutsch Residence 110 Gateway Road, Permit #06051 Lot 3, Block 1, Gateway at Snowmass Pitkin County, Colorado Project No. 1180 ALL SERVICE septic, LLC performed installation observations on October Yd and 250 2006, May 90 and 170 2007, August 110 2007, and February 5, 2008. The installation included a 2000 -gallon, two-compartment concrete septic tank with the addition of an effluent on the outlet, and two gravelless chamber beds. Each chamber bed had 54 chambers for a total of 108 `Quick -4' chambers, equaling 994 SF of infiltrative area A concrete distribution box with a baffle was installed to distribute 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. I_NIuIMK9l 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 SE CE septic, LLC Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. 91 0 OWS AS -BUILT DRAWING APPROXIMATE LOCATION OF WATER LINE 4 -BEDROOM RESIDENCE CLEANOUT 4" PVC SEWER LINE 4" PVC EFFLUENT LINE 31 r- 0 PRECAST ON, TW6COMPTIC TA Ni % -_ P - PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON OUTLET -' _" mo 10'MIN-"---- I SCALE 1"=30' NORTH DISTRIBUTION BOX WITH BAFFLE OBSERVATION PORTS 994 SF OF INFILTRATIVE AREA IN TWO GRAVELLESS BEDS EACH BED HAS S ROWS OF 9 CHAMBERS FOR A qTOTAL OF 108'OUICK4' CHAMBERS. LOT 3, BLOCK 1, GATEWAY AT SNOWMASS ALL PRO. NO. 118q PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC DEUTSCH RESIDENCE, 110 GATEWAY ROAD 970-618-5033 FIGURE 1 r s !'4 �!t"_ �" V 0 E ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Deutsch "Parcel ID # House Size (sq. ft.) in (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 maim house.) Average Daily Waste Flow 800 State Review Required? no Perc Rate �(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 = 1,343 sq. ft. of absorption area required 87 gravelless chamber units without reduction # of Perc Holes Required: 3 DICK 4 9_8 A = 671.41641 sq.ft. with 50% reductionTRENCHES 69 graveness chamber units with reduction STANDARD A= 671.41641 sq.fL with 50% reductionTRENCIESS 43 gravelless chamber units with reduction MOX - 42 EQ36 units in TRENCHES QUICK4-EQ36 671 87 SETBACK FROM WELL # of feet = 132 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 82 SETBACK FROM DRY GULCH # of feet = 57 100 4, QUICK 4 9.2 939.98298 sq ft 30% reduction BED 102 chamber units with reduc. 939.98298 sq ft 30% reduction BED 61 chamber units with reduc. 75 EQ36 units in a BED 940 147 C� fl < < PO�� SEfl�I r coeteo: May 5, 2006 Bob Deutsch 8306 North 72"d Place Scottsdale, AZ 85258 RECEIVED JUN 1 2 2006 pITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES • Project No. 1180 Subsurface Investigation and Onsite Wastewater System Design, Existing Residence Lot 3, Block 1, Gateway at Snowmass Pitkin County, Colorado Mr. Deutsch, ALL SERVICE septic, LLC performed a percolation test and an onsite wastewater system (OWS) design for the subject residence. The property is located in Snowmass Colorado, in an area where OWS are necessary. The local water district will provide water. This letter is to be used in conjunction with plans provided. SITE CONDITIONS A 4 -bedroom residence, having between 2000 and 6000 square feet (SF) is proposed as indicated on plans provided. The site is vacant. The slope is approximately 3% to the southeast, and has a full cover of native grasses. SUBSURFACE The subsurface was investigated by excavating an 8 -foot test pit near the proposed drain field location as shown on attached plans. Three percolation holes were dug. The test pit indicated the site has a 1 -foot root zone, underlain loamy sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 20 to 27 minutes per inch (MPI). A 23 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 4 -bedrooms and an average sewage load of 800 GPD. The installation must include a 2000 -gallon, two-compartment, precast concrete septic tank, with the addition of a filter in the second compartment. Tank alternatives may be considered. Two gravelless chamber beds must be installed as indicated on plans provided. Two `Quick 4' chamber -beds, for a total of 108 chambers, and 994 square feet (SF) of infiltrative area, are required. 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. is • Subsk Investigation and OWS Design Project No. 1180 5/05/06 Page 2 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. If easements have been encroached upon, it is the homeowner's responsibility to understand potential issues. We can be contacted for information regarding easements. 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. Septic tank risers should extend to grade. 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. Please call with questions. ALL SERVICE septic, LLC Reviewed x :'v C-3662 Timothy R. Petz Richard H. Pe ^,°;,;'F 3 copies )3 I 0 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1180 PROFILE PIT Date of Test: 4-18-05 0 - 1' Topsoil, Root Zone, Sandy 1'- 8' Sandy Clay, Loamy, Med. Stiff, Moist, Black/Brown 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 31 20 2.50 4.00 1.50 20 4.00 5.00 1.00 20 5.00 5.75 0.75 fill 20 2.75 3.50 0.75 20 3.50 4.25 0.75 27 20 4.25 5.25 1.00 2 37 20 1.25 3.50 2.25 20 3.50 4.50 1.00 20 4.50 5.75 1.25 20 5.75 dry fill 20 2.50 3.50 1.00 20 20 3.50 4.75 1.25 3 34 20 2.50 6.00 3.50 20 6.00 8.00 2.00 fill 20 2.00 3.25 1.25 20 3.25 4.25 1.00 20 4.25 6.00 1.75 20 6.00 7.00 1.00 20 AVERAGE = 23 MPI o x M.rz RMSIONS:Q I w a CJ ppO a rc c W w O � � zi waw F .'D C RMSIONS:Q I �I r J 1-00 b E W Q0)m 0-6 x gel J J i I f y I f • � // REVISION9:Q I1 is 0 0 Pitkin County Assessor Sales Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Account Number R006746 Reception Number gook Page Sale Date Sale Price Deed Type Doc Fee 500855_ 8/13/2004 IF 230,000 ® $23.00 Grantor Name lGrantee Name STEPHENS MICHAEL KENT DEUTSCH ROBERT L & RENEE M Reception gook Page Sale Date Number Sale Price Deed Type Doc Fee 435143 9/1/1999 165,500 WD $16.55 Grantor Name IlGrantee Name PORTER JOHN W & JULIANA Z STEPHENS MICHAEL KENT Ton of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Option s Pitkin County Home Page The Pitkin County Assessor's Office makes every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor's Office are unable to warrant any of the information herein contained. Copyright © 2004 Good Tums Software. All Rights Reserved. Database & Web Design by Good Turns Software. Printed for Nancy MacKenzie <nancym(aco.pitkin.co.us> 2/8/2006 II? Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Tax Area Account Number 11 Parcel Number Mill Le 096 R006746 246734301003 83.992 Owner Name and Address DEUTSCH ROBERT L & RENEE M 8306 N 72ND PL SCOTTSDALE, AZ 85258-2730 Legal Description SUB:GATEWAY OF SNOWMASS MESA BLK:1 LOT:3 DESC: FILING I Location Physical Address: GATEWAY RD SNOWMASS Subdivision: 11 GETAWAY OF SNOWMASS Land Acres: 1 Land Sq Ft: I 0 Property Tax Valuation Information 11 Actual Vain I Assessed Value Land: 175,0001 50,750 Im rovements: 1 011 0 Total: 175,000 1 50,750 Printed for Nancy MacKenzie <nancym(q,)co.pitkin.co.us> 2/8/2006 0 Sale Date: 8/13/2004 Sale Price: 230,000 Basic Building Characteristics Number of Residential 0 Buildings: 1997 Number of Comm/Ind0 $1,728.76 Buildings: Tax Payment: Whole No Building Records Found Tax Information Tax Year Transaction Type Amount 1997 Tax Amount $1,728.76 1997 Tax Payment: Whole ($1,728.76) 1998 Tax Amount $1,726.84 1998 Tax Payment: Whole IF ($1,726.84) 1999 Tax Amount $2,578.42 1999 Tax Payment: Whole ($2,578.42) 2000 Tax Amount $2,650.36 2000 Tax Payment: Whole ($2,650.36) 2001 Tax Amount $3,088.32 2001 Tax Payment: Whole ($3,088.32) 2002-11 Tax Amount $3,169.18 2002 Tax Payment: Whole ($3,169.18) 20031 Tax Amount $3,466.04 2003 Tax Payment: Whole ($3,466.04) 2004 Tax Amount $3,849.10 2004--71 Tax Payment: Whole ($3,849.10) 200=1 Tax Amount $4,262.60 Ton of Pale Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Pitkin County Home Page 0 Printed for Nancy MacKenzie <nancym(a,co.pitkin.co.us> 2/8/2006 1k WEB The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2004 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. Printed for Nancy MacKenzie <nancymAaco.pitkin.co.us> 2/8/2006 L itEUTSCH 10 \ \\ C t t 2r \ \ v 7 1rz 1i n.,? iZ c' V t. VA a:vS Y t tyt :.. \ ;.� " }. I l: r 1. k • V.. r ,fir.4 1 1 r, Y" , , z t w S 11 0 6' 3o a5. 6. SCALE: 1"=30' f CONTOUR INTERVAL: 2'_0" Y 000 A� UT�LI TY EASE?07 (TYP 1, -\ •, `` L� \ 7f 1 OI TCM,; N? Ri. i NE i-� j• r l \ t \\\ CC F // 1 j � _S5 AM1ll --KES D£NCE. F r1jC" tri Rc� 1�.•. M t ,' M r CENTERY NE ACCESS C it •' � BIG SPiKE-f j 1 '42' W40E ROAD 1 UTiL;TY EASEMENT —'"i 20.0 11 VICINITY 34 CURVE DELTA ANGLE RAD IUa AAT: TANGENT CHORD CHORD BEARING C 1 72° 26'90' 473:26 124.24' 71.99* 116.15' S 54412 WE THAT M GI'" AFFECT 71HE PROPER -Y. ANY S. Al -$VPROVE!MEN N• H_ '.,S- AND OCCUPANCY L E s N .t'7E 1' D ak OTES `Cu?^ RESAR L CAP -.S. 27613 t -5r 1 RO`! � S QF hS Y _ F T �tE3- R GJLA O"JS OO POUR* v5 RESAR THAT- AREAS.c C„T5 DE OF O-SC"BATED HAZARD AR 3ATF_R VAL VE OR THAT" N.t.T 0 110,9ER POLE ._sr Y .Sl TELEPi=CNE PEDESTAL - gq OWNER ........... EDGE CT ASPHA-T ROAD .•r�r.....•w D I TCH CENTERL ! N 514212 I{I If1 v DE UTSCH =041 R �_`E—W -- _ SLOPES 30% - 45% II` I Page: of IIIIIIIIIIIIIAIIII III _ -, <�(/IN;'a s �� g y`� ,INSHAOED AREAS ;:RE __SS THIAN . t---% ,V r 1~ - ili. N Q B r AGE it •' � BIG SPiKE-f j 1 '42' W40E ROAD 1 UTiL;TY EASEMENT —'"i 20.0 11 VICINITY 34 078 MAP S, 041 '_NV'J4CP4MEN7AI HAZARD AREAS EX'S THAT M GI'" AFFECT 71HE PROPER -Y. ANY S. Al -$VPROVE!MEN N• . A -T 'T _OT 3. 31-OCK GATEWAY OF S'NOWM.ASS VESA SUS•D1V1S!ON. ='25TF;E G. P!TK4N COLNTY. CQLD�ADO. 9� ISI S CLAIMER 34 078 S, 041 '_NV'J4CP4MEN7AI HAZARD AREAS EX'S THAT M GI'" AFFECT 71HE PROPER -Y. ANY S. Al -$VPROVE!MEN N• H_ '.,S- AND OCCUPANCY Y A a �5�' t -5r 1 RO`! � S QF hS Y _ F T �tE3- R GJLA O"JS OO T 4 1 r - n v 'Yt Y �.,. '\ AR �A ASSURc .R THAT- AREAS.c C„T5 DE OF O-SC"BATED HAZARD AR AS WILL 3E REE '-posM l-AZARDS. OR THAT" N.t.T L AT . ONfAsI�2CCwi ._sr Y aOPER v i Ile - gq OWNER 7 COMMUNITY I�EVELQ�'ME.� R a REC .TGQ APPROVAL AI'.. ?�.C°� �.;.. a THIS DEUTSCH 1041 HAZARD REVIEW SITE PLAN � HAS BEEN REVIEWED AND APP),CVED 7Y THE P ! TK ` ti OQ N'"Y CQ'Jh QN ! TY DE`,E+ OP^ E D f RECTOR - ? S ;y, DAY Or 2095, AaPRO`dAL 0 Tn S 041 HAZARD {CY' cr" S i T P 11 1 S 5T18 QCT TQ T tE, ERMS AND COti T' O.' S OF ADN? I N S TRAT I VE DETI7t `r" NA Oa; ,, NJ. RECORDED AS RECEPTION 0. 4 ;�,'N THE PITK!N COUNTY C'_L2K AND RECORDERrS GfFICE. PITK. D1R€C ETV,— ACCEPTANCE FOR. RECORDING THIS DEUTSCH i 04 Hc'_RAD REVIEW SITE 'I..AN HAS BEEN ACCEPTED FOR FILING d "E+ G FICC OF THE CLERK AND RECORDER OF PITKIN COUNTY. COLORADO ON`IH! 5- toDAY A. D. 2005 IN PLAT 30GK - _ AT PACE S REwuPTI ON N0. y -d s2_ SEC 34 078 S, , 514212 I{I If1 v DE UTSCH =041 R �_`E—W -- _ II` I Page: of IIIIIIIIIIIIIAIIII III _ -, <�(/IN;'a s �� g y`� 08/31/2005 02 35 SILVIP DAVIS PITKiN COUNTY CO R 11.00 D 0.00 ,V r 1~ - ili. N Q B r AGE a LAND SUSVEYS .S oT G 11��S'OG� s. bCA�3CM.OAtt CO 9r'✓ < F � ' � 7E oAM%s SCifLE ' 43 Iwo --upolANIM A SCALE 1"=20' NORTH 2 Compartment Septic Tank with 4" Dia. Biotube° Effluent Filter Inlet Tee PVC Splice Box w/Cord Grips PVC or Concrete Risers with Crommet(s) (bond to tank adapter with Fiberglass Lid with Stainless StLeeleel Bolts s / recommended adhesive) Slope Ground Away From Risers _ .._ Conduit to — Alarm Panel Conduit Seal ;'; Liquid Level -- 2 High Level Alarm Floc rill (optional) Filter Cartridge Handle (field cut to. desired height) Tank Adapter (cast or bolted) Vent Orifice Effluent Discharge Modulating Discharge Orifices Vault Inlet Ports Filter Cartridge Effluent Filter Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 1750 GALLONS REQUIRED TANK(S) =2000 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER INTHE SECOND COMPARTMENT. APPROXIMATE LOCATION OF \ WATERLINEBENCH- vlAczK A`u)SUMEL ^_Ev occ ac'. AN ALARM IS OPTIONAL TYPICAL PLAN VIEW — N.T.S. nl Iir,w/-(TM) :--Nin rAQQ INFILTRATOR(R) QUICK(TM) INFILTRATOR(R) QUICK4(TM) CUT SHEET 4"PV TLINE ETES iPi A.Cr,T `5 .. PROFILE C P-1 \ C EFFLUEN y. EP -32 \ 12" 34" 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. s30anos3a TdantvN'a NnV3N 1d1N31`1140hIAN3 A LNn00 NII 90OZ 9 1 Nnr (13AI3332I ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 LOT 3, BLOCK 1, GATEWAY AT SNOWMASS PITKIN COUNTY, COLORADO DEUTSCH RESIDENCE 52" 48" (EFFECTIVE LENGTH) 16" 12" 34" ONSITE WASTEWATER SYSTEM DESIGN 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP .ailrA EXTENT OF EXCAVATION DESIGN 4 -BEDROOM MAIN RESIDENCE, <6000 SF = 800 GALLONS PER DAY TOTAL LOADING = q = 800 GALLONS PER DAY PERCOLATION RATE = 23 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 23) / 5 = 1343 SF REDUCTION OF 30% = 940 SF TRENCH SPECIFICATIONS WIDTH OF BEDS = 18 FEET = 6 CHAMBER LENGTH OF BEDS = 36 FEET = 9 CHAMBERS TOTAL NUMBER OF CHAMBERS = 108 PROPOSED INFILTRATIVE AREA = 994 SF TWO TOTAL BEDS NOTES: TYP. ) CROSS SECTION OF TYPICAL CHAMBER -TRENCHES \ /_ LL SLOPE FOR DRAINAGE-----,, INFILTRATOR(R) \SCARIFY SURFACE QUICK4(TM) CHAMBER, 3' X 4' BED MUST BE LEVEL BEDSMAY 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 APPROXIMATELY 3% TO THE EAST. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. 2.0' MIN /MIN 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 Project No. 1180 05-05-06