Loading...
HomeMy WebLinkAboutApplication- PermitOri v 447. 1 L IVIDUAL SEWAGE DISPOSAL PERMIT GARFIELD COUNTY BUILDING AND SANITATION DEPARTMENT 108 Eighth Street, Suite 401 Glenwood Springs, Colorado 81601 Phone (970) 945-8212 PROPERTY Owner's Name , far QW System Location lij y Legal Description of Assessor's Parcel No. SYSTEM DgSIGN /i'aee2 a Septic Tank Capacity (gallon) Percolation Rate (minutes/inch) Permit 4 5 45 Assessor's Parcel No. This does not constitute] a building or use permit. Present Address LQIOCIS 111 z. OD—OD t.0 Other Number of Bedrooms (or other) Phone94CO 1,9U Required Absorption Area - See Attached S' / /,'/ eit'P 4- 9' arilo Special Setback Requirements: Date Inspector FINAL SYSTEM INSPECTION AND APPROVAL (as installed) Call for Inspection (24 hours notice) Before Covering Installation System Installer Septic Tank Capacity /e; Septic Tank Manufacturer or Trade Name G ox/cg/r. /G Septic Tank Access within 8" of surface Absorption Area Absorption Area Type and/or Manufacturer or Trade Name ,fes/tea /9 Adequate compliance with County and State regulations/requirements Other Date ~2- `�/' ? Inspector z? 5,e/co e/1 RETAIN WITH RECEIPT RECORDS AT CONSTRUCTION SITE CONDITIONS: 1. All installation must comply with all requirements of the Colorado State Board of Health Individual Sewage Disposal Systems Chapter 25, Article 10 C.R.S. 1973, Revised 1984. 2. This permit is valid only for connection to structures which have fully complied with County zoning and building requirements. Connection to or use with any dwelling or structures not approved by the Building and Zoning office shall automatically be a violation or a requirement of the permit and cause for both legal action and revocation of the permit, 3. Any person who constructs, alters, or installs an individual sewage disposal system in a manner which involves a knowing and material variation from the terms or specifications contained in the application of permit commits a Class 1, Petty Offense ($500.00 fine - 6 months in jail or both). White -APPLICANT Yellow - DEPARTMENT GARFIELD COUNTY E' � Al' LIC TiGN i, r 108 8th Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 / Fax: 970.384-3470 / Inspection Line: 970-384-5003 www.aarfield-county.com 1 Perk Fee: Parcel No: (tilts information is available at the assessors office 970-945-9134) 2 5 Qd 2...z00006 2 Septic Permit #: � Job Address: (i€ an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description /66 c7C 8;h oly 82 , 6A,' bon 4A.1 -Q-- 3 B ilding & Planning Dept: QV\X '-'F (116,,6 Lot Size: y, 2, 9 No: Block No: Subdi Exemption: 4 `Owner: (property owner) r7 E s-- tt viey Mailing Address 16695 1-1.4w6784/41.6t444.,41,41-311.1-5,1& Ph: Alt Ph: 5 Contractor: Mailing Addres Ph: Alt Ph: 6 E gineer: .174/14 ailing Address Oft zgq'I/ &IRO 001.1 t(60i Ph: g!8-� 5033 Alt Ph: _ 7 PE T REQUEST FOR: New Installation ( ) Alteration ( ) Repair 8 WASTE TYPE:welling ther ( )Transient Use ( )Commercial or industrial ( )Non- Domestic wastes — Describe 9 BUILDING OR SERVICE TYPE: 5'1i'i7r4i fl w f 10a.MArDei AA Number of bedrooms ell Garbage Grinder ( )Yes ()No 10 SOURCE & TYPE OF WATER SUPPLY: (X)WELL ( )SPRING ( )STREAM OR CREEK ( )CISTERN If supplied by COMMUNITY WATER, give name of supplier: 11 DISTANCE TO NEAREST COMMUNITY SEWER SYSTEM: Was an effort made to connect to the Community System? r :� f ci' — 1 - N ' Oa .: r .; ct.' - r y ° .5;, -: D�' YOUR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT WILL NOT BE ISSUED WITH OUT A SITE PLAN 12 GROUND CONDITIONS: g r 14 d;a rititk kietcl 1C$.1Depth to 1S; Ground Water Table vJG C- Percent Ground Slope_ 41..."1- 3 13 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM (US) PROPOSED: {Septic Tank ( )Aeration Plant ( )Vault ( )Vault Privy ( )Composting Toilet ( )Recycling, Potable Use ( )Recycling, other use ( )Pit Privy ( )incineration Toilet ( )Chemical Toilet ( )Other- Describe 14 FINAL DISPOSAL BY: (X)Absorption trench, Bed or Pit ( )Underground ( Wastewater pond ( )Other- Describe Dispersal ( )Above Ground Dispersal ( )Evapotranspiration ( )Sand filter 15 Will effluent be discharged directly into waters of the state? { )YES i)NO 16 PERCOLATION TEST RESULT: Name, address & telephone of RPE Name, address & telephone of RPE (to be completed by Registered Professional Engineer, if the Engineer does the Percolation Test) Minutes Ii!% per inch in hole No.1 Minutes 27 per inch in hole No.3 No. /� wood Minutes if A per inch in hole No.2 Minutes per inch in hole who made soil absorption responsible for design test: 17/ Pew .�"d', , '1 &l`e of the system: CO 6160 & _ e}7©-61 g.- b a3 17 Applicant acknowledges the local health department issuance of the permit is reports submitted herewith and are designed to be undersl.- d that . le : ton for per' �-� that the to be subject and required elied on . ry as pr completeness of the application made and furnished by to such terms and conditions to be submitted by the local departure represy t.tion is conditional upon such further mandatory the applicant or by the local health department as deemed necessary to insure compliance by the applicant are or will be represented to t of health in evaluating the same for purposes ay result in the denial of the application or revocation and additional test and reports as may be required by for purposed of the evaluation of the application; and the with rules and regulations made, information and be true and correct to the best of my knowledge and belief of issuing the permit applied for herein. 1 further of any permit granted based upon said application 11 '&21 _ , ,Apand iii►% OWNERS • L DATE -w� STAFF USE ONLY Permit Fee: ' rl 3 v Q Perk Fee: Total fees: 13,a) Building Permit #: t i 11 C.) Septic Permit #: � Issue Dajte: I2,45 rje) B ilding & Planning Dept: QV\X '-'F (116,,6 APPROVA DATE OWNERS AUTHORIZATION George Ernest Minney ("Owner") is the current owner of the improved premises, commonly referred to as The Minney Barn, located at 16695 Highway 82, Garfield County, Colorado ("Property") The owner does hereby authorize Scot Broughton of Scot Broughton Architects and his associates to submit and pursue the review and approval of applications with Garfield County concerning additions and work to the existing improvements located on the Property, which may include, without limitation, development applications, building permits and other similar and related plans and permits. Geor e E7 Minn g Y L2.• •ob Date 0 im i I ‘51 - Ulm rn i i._- 1 i Z O 31111133HS VIVO 1D3fO21d IHJIW4OD 2103 C33flSSI Minney Barn Remodel 16695 Highway 82 Garfield County, Colorado Z SCOT BROUGHTON Architects J PO Box 4096 / 23280Two Rivers Rd„ Unit 3 / Basalt, CO 8$621 (tj 97019274552 [f] 0534 / e] sbarchltects@sopris.net WINDOW SCHEDULE ID ROUGH OPENING WIDTH HEIGHT GLAZING TYPE ENGN °RAIN 1NGRCT[$TQOP 3'-111" 4,-117'' LOW 02 TEMP SLIDING REPLAN 2 4'-11 4-117'11' LOW E2 SLIDING REPLAC ` 4 5'•11 4-11 LOW E2TEMP SLIDING 5 V-11 us• 4'-11skr IOW E2 SLIDING REPLAN REPLANO 6 5'-113f4- 4'-17ss LOW E2 SLIDING REPLAN 7 4,_11 err 4-11 sis. LOW E2 SLIDING REPLAN 8 4-1134" 4'-11s - LOW E2 SLIDING 20 5'-0" LOW E2 SLIDING REPLAN REPLA 21 22 5-11 sa- 4-11 5'-0" 5,-01/Er LOW E2 LOW E2 SLIDING SLIDING REPLAN REPLAN 23 5'-111x LOW E2 SLIDING REPLAN 24 LOW E2 SLIDING REPLAO 25 5' -1171s- 4' -115v LOW 02 SLIDING REPLAN 6 5-11 a14- 4' -11e" LOW E2 SLIDING 27 5,-0" LOW E2 CSMT HEAT REPLAc. REPLAE' 28 4•_11112 LOW E2 SLIDING NEW GONG. ETE PATIO 0 Iii 11 ill ISI I!i III 11i 111 REPLAN 0 LOW E2 FXD REPLA( r 41 4. 0„ 42 4-0" 43 4, 0„ LOW E2 LOW E2 LOW 02 FXD FXD FxD REPLAE REPLA( REPLAE DOOR SCHEDULE ID ROUGH OPENING WIDTH HEIGHT GLAZING TYPE 101a I I'-Blrz- 10'-$f6' SLIDING BARN EXISTIL. 101 b I !'-81' 10'-53`a" SLIDING BARN 101c 11'-BI'r 10' -5a'0 - SLIDING BARN 101d 6'- 10113. SINGLE SWING RH EXISTIT EXISTIt EXISTM 10Ie 3'-3114- 01 - SINGLE SWING LH 1013 C-101fa^ SINGLE SWING RMI NEW NEW 1111111 110 160 ce niNvary 1 Entry Level Plan SCALE: 1'4` m 1'.0 �Norv� IPS 201a 4 -lig 6' 6Tfe• TEMP DOUBLE OUTSWI... 202a 2'6" 6'-6n' SINGLE SWING LH Upper Level Pian SCALE: 114" = 1'.0 SCOT BROUGHTON Architects GENERAL A A W )E n CO c G.) V -p "O r is f1i L •— 'D 4= O o U U ISSUED FOR Schematic Design: 1212/06 COPYRIGHT ualM 61m¢n,bns •„d.hilimrer1fSa pb ,aa A*f d4„en.bnY4kcrtyarny.aall ba bw.QM1[ �,new,en, e�'iu d Ue..�eHim p�.o PROJECT DATA PROJECT NO: 0 n DPgWIJ aY: "C"T'" CHECKED &Y: pGnrom 1 ISSUE DATE 1702/05 SHEET: 2M 5 SHEET TITLE Floor Pians SHEET NO. PO Box 2844 Glenwood Springs,C081602 Ph 970-618-5033 Fax 303-216-2796 November 26, 2008 Scot Broughton Architects C/o Minnie Barn PO Box 4096 Basalt, CO 81621 Project No. 1552 Subsurface Investigation and Onsite Wastewater System Design, Existing Barn with Proposed Bathroom 16695 Highway 82 Garfield County, Colorado Scot, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Carbondale, in an area where OWS and wells are necessary. SITE CONDITIONS A single-family residence presently exists and is utilizing a separate OWS. A bathroom is being proposed in an existing barn. The barn bathroom will be sized for 1 persons per day. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by the onsite well as indicated. SUBSURFACE The subsurface was investigated by observing a soils profile at the northern edge of the property, and by hand digging three percolation holes, as indicated. The materials observed in the soils profile consisted of 1 -foot of a sandy root zone, underlain by sandy silty clay, with sparse cobbles and gravel to the maximum depth observed of 8 feet. Groundwater or bedrock is not anticipated. An eight -foot test pit may be required during construction of the drain field to confirm subsurface conditions. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 27 to 40 minutes per inch (MPI). A 36 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 1 bathroom and an average sewage load of 50 gals/day (GPD). The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet. Onsite Wastewater Systems Page 2 One gravelless chamber -bed, using `Quick -4' InfiltratorTM chambers, must be installed as indicated. The bed must have 3 rows of 3 chambers, for a total of 9 chambers, equaling 89 square feet (SF) of infiltrative area. A 4 -inch level manifold must distribute effluent. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, 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 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. Onsite Wastewater Systems Page 3 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. Sincerely, ALL SERV ' septic, LLC Timothy R. Petz Richard H. 3 copies A SCALE 1"=20' NORTH 4" PVC LE OBSERVATION PIPE 9 GRAVELLESS 'QUICK -4' CHAMBERS FOR A TOTAL OF 89 SF OF INFILTRATIVE AREA 25' SETBACK MO - - /.000--G‘ SEPTIC ON THE. .R - 1.11 - ..RRA PROPERTY LINE 11111111M1111111111101111 MIN MR R111 INN INO.E.E ALL SERVICE Septic, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 PRO NO. 1552 11/26/08 16695 HIGHWAY 82 MINNIE BARN FIGURE 2 GARFIELD COUNTY, INFILTRATOR(R) QUICK 34" PIPE TO ENTER SUP -ON PVC CAP DO NOT GLUE INSULATED CHAMBERS IN TOP PORT C EFFLUENT UNE COPPER -4"SCHEDULE TRACER 40 OR 4" SDR IWNIRE MAY SE 35 P.V.C. TO LOCATE OF END PLATE LINE IN 12" FUTURE 1 VEEP / 2 WAY CLEANOUT DETAILS TS) TYPICAL CROSS SECTION OF TYPICAL CRAM. OBSERVATION PIPE 1 BED MUST BE LEVEL EXTENT OF EXCAVATION TYPICAL PLAN VIEW - N.T.S. ii PERSONS PER DAY) IK (10 GPD), SHOWER (15 GPD) =50 GPD = 50 GALLONS PER DAY (TIONS DING = q = 50 GPD = t = 36 MINUTES PER INCH (((1.5Xq)Xsgrtt)15) =91 SF FOR GRAVELLESS CHAMBERS 0% REDUCTION = 81 SF REQUIRED INLET FROM SEPTI TANK „- 1 FIELD EET = 3 CHAMBERS FEET = 3 CHAMBERS CHAMBERS = 9 )LTRATIVE AREA = 91 SF PROPOSED 4 -INCH PVC Mi ALL SERVICE septic, LLC PO BOX 284h GLENWOOD SPRINGS, CO 81602 970-61B-5085 PROJECT No. 1552 11/26/08 1000 -Gallon (min), 2- Compartment Septic Tank with 4" Dia. Biotube Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tank adapter with recommended adhesive) Slope Ground Away From Risers s Top of tee to come to 1" from top of tank lid Inlet Tee A_ARM IS OPTIONAL ORENCO BRAND NAME NOT ENFORCED Patents # 4,439,323 (Sc 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. 2" Conduit to —0----"e Alarm --- Alarm Panel Conduit Seal n JLiquid Level COPELAND TANK CENTER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts 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 PROJECT NO 1552 GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1552 SOILS PROFILE FROM CUT SLOPE 0 - 1' Root Zone, Clayey, Brown 1' - 8.0' Clay, Sandy, Silty, Sparse Cobbles and Gravel, Stiff, Moist, Brn/Red Date of Test: 11/18/2008 No Groundwater or Bedrock was Observed 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 22 20 11.75 1325 1.50 20 13.25 14.00 0.75 20 14.00 14.50 0.50 20 14.50 15.00 0.50 20 15.00 15.50 0.50 20 15.50 16.50 1.00 2 24 20 12.25 14.00 1.75 20 14.00 14.75 0.75 20 14.75 15.75 1.00 20 15.75 16.25 0.50 20 16.25 16.75 0.50 20 16.75 17.50 0.25 3 22 20 12.00 14.00 2.00 20 14.00 15.50 1.50 20 15.50 16.50 1.00 20 16.50 17.50 1.00 20 17.50 18.25 0.75 20 18.25 19.00 0.75 AVG = 36 MPI 40 40 27 SE February 26, 2009 PO Box 2844 Glenwood Springs, CO 81602 Ph 970-61&5033 Fax 303-216-2796 Scot Broughton Architects C/o Minnie Barn PO Box 4096 Basalt, CO 81621 RECEIVED MAR 12 2009 GARFIELD COUNTY BUILDING & PLANNING Installation Observation, Existing Barn with Proposed Bathroom 16695 Highway 82 Garfield County, Colorado Scot, Project No. 1552 ALL SERVICE septic, LLC performed installation observations on February 10, 2009 for the subject property. The installation included a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet. One gravelless chamber -bed, with three rows of three `Quick -4' Inf ltratorTM chambers each, was installed. The bed consists of a total of 9 chambers, equaling 89 square feet (SF) of infiltrative area. A 4 -inch level manifold was installed to distribute effluent. The OWS 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 OWS. 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. 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. Please call with questions. Sincerely, ALL SERV CE septic, LLC Timothy R. Petz 2 copies sent: Copy faxed to Garfield County Copy faxed to Scot Broughton Architects PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 fax 303-216-2796 November 26, 2008 Scot Broughton Architects C/o Minnie Barn PO Box 4096 Basalt, CO 81621 Project Na. 1552 Subsurface Investigation and Onsite Wastewater System Design, Existing Barn with Proposed Bathroom 16695 Highway 82 Garfield County, Colorado Scot, ALL SERVICE septic, LLC performed a subsurface investigation and an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Carbondale, in an area where OWS and wells are necessary. SITE CONDITIONS A single-family residence presently exists and is utilizing a separate OWS. A bathroom is being proposed in an existing barn. The barn bathroom will be sized for 1 persons per day. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by the onsite well as indicated. SUBSURFACE The subsurface was investigated by observing a soils profile at the northern edge of the property, and by hand digging three percolation holes, as indicated. The materials observed in the soils profile consisted of 1 -foot of a sandy root zone, underlain by sandy silty clay, with sparse cobbles and gravel to the maximum depth observed of 8 feet, Groundwater or bedrock is not anticipated. An eight -foot test pit may be required during construction of the drain field to confirm subsurface conditions. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 27 to 40 minutes per inch (MPI). A 36 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 1 bathroom and an average sewage load of 50 gals/day (GPD). The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank with an effluent filter on the outlet. Onsite Wastewater Systems Page 2 One gravelless chamber -bed, using `Quick -4' Infiltrator TM chambers, must be installed as indicated. The bed must have 3 rows of 3 chambers, for a total of 9 chambers, equaling 89 square feet (SF) of infiltrative area. A 4 -inch level manifold must distribute effluent. Construction must be according to the Garfield County Health Department OWS regulations, the OWS Construction Permit provided by the county, 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 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. Onsite Wastewater Systems Page 3 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 OWTS 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. Sincerely, ALL SERVICE Timothy R. Petz 3 copies SCALE 1" = 20' NORTH 4" PVC LE OBSERVATION PIPE 9 GRAVELLESS 'QUICK -4' CHAMBERS FOR A TOTAL OF 89 SF OF INFILTRATIVE AREA 25' SETBACK 1000—GA SEPTIC ON THE PROPERTY LINE ALL SERVICE Septic, LLC PO Box 2844, Glenwood Springs, CO 81602 970-618-5033 PRO NO. 1552 H/26/08 INFILTRATOR(R) QUICK4 PIPE TO ENTER CHAMBERS IN TOP PORT— ----� G OF END PLATE 34" :GRADE SLIP-ON PVC CAP DO NOT GLUE EFFLUENT LINE -4"SCHEDULE 40 OR 4" SDR 35 P.V.C. 12" EEP / 2 WAY CLEANOUT DETAILS IS) TYPICAL CROSS SECTION OF TYPICAL CRAM! OBSERVATION PIPE 1 BED MUST BE LEVEL EXTENT OF EXCAVATION TYPICAL PLAN VIEW - N.T.S. 3.0' INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE (1 PERSONS PER DAY) ( (10 GPD), SHOWER (15 GPD) 50 GPD 50 GALLONS PER DAY TIONS DING =g=50GPD t = 36 MINUTES PER INCH (((1.5Xq)Xaid t)15) =91 SF OR GRAVELLESS CHAMBERS I% REDUCTION = 81 SF REQUIRED INLET FROM SEPT TANK FIELD ET = 3 CHAMBERS FEET = 3 CHAMBERS HAMBERS = 9 /TRATIVE AREA = 91 SF PROPOSED 4 -INCE PVC Mi ALL SERVICE septic, LLC PO BOX 2844 GIENWOOD SPRINGS, CO Bi602 970-618-5033 16695 HIGHWAY 82 MINNIE BARN FIGURE 2 GARFIELD COUNTY PROJECT No. 1552 11/26/08 1000 -Galion (min), 2- Compartment Septic Tank with 4" Dia. Biotube® Effluent Filter PVC or Concrete Risers with Grommet(s) (bond to tank adapter with recommended adhesive).. Slope Ground Away From Risers Top of tee to come to t" from top of tank lid Inlet Tee A_4RM 13 OPTIONAL ORENCO BRAND NAME NOT ENFORCED Patents # 4,439,323 & 5,492,635 Foreign Patents Pending © 2002, Orenco Systems, Inc. 2" Liquid Level COPELAND TANK CENTER PORT ACCEPTABLE ALTERNATIVE TO PVC TEES High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts 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 PROJECT NO 1552 GARFIELD COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1552 SOILS PROFILE FROM CUT SLOPE 0 - 1' Root Zone, Clayey, Brown 1' - 8.0' Clay, Sandy, Silty, Sparse Cobbles and Gravel, Stiff, Moist, Brn/Red Date of Test: 11/18/2008 No Groundwater or Bedrock was Observed 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 22 20 11.75 13.25 1.50 20 13.25 14.00 0.75 20 14.00 14.50 0.50 20 14.50 15.00 0.50 20 15.00 15.50 0.50 20 15.50 16.50 1.00 24 20 12.25 14.00 1.75 20 14.00 14.75 0.75 20 14.75 15.75 1.00 20 15.75 16.25 0.50 20 16.25 16.75 0.50 20 16.75 17.50 0.25 22 20 12.00 14.00 2.00 20 14.00 15.50 1.50 20 15.50 16.50 1.00 20 16.50 17.50 1.00 20 17.50 18.25 0.75 20 18.25 19.00 0.75 AVG = 36 MPI 40 40 27 SCALE 1"=20' NORTH TO HIGHWAY 82 4" PVC LEVEL MANIFOLD OBSERVATION PIPE 9 GRAVELLESS 'QUICK -4' CHAMBERS FORA TOTAL OF 89 SF OF INFILTRATIVE AREA 25' SETBACK P-1 f 4" PVC EFFLUENT PIPE (1% FALL TO FIELD] (0' MIN P-2 O 0 r,l P-3 CONCRETE LID 1000 -GALLON, TWO-COMPARTMENT SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET 4' PVC SEWER PIPE V/ITH 4" CLEANOUT PER DETAIL (2% FALL TO TANK) ROOF EXTENTS EXISTING TREE PROPERTY LINE INFILTRATOR(R) QUICK4(TM) CUT SHEET 34" PIPE TO ENTER CHAMBERS IN TOP PORT OF END PLATE 52" 48' (EF EC IV LE GT F 11 VIII 111 A 1111111 12" CROSS SECTION OF TYPICAL CHAMBER -BED OBSERVATION PIPE WITH CAP 34 BACKFILL 3' MAX --NINIONININNN-- -INININO - 1000 -Gal, 2 Compartment Septic Tank with 4" Dia. Biotube Effluent Filter Inlet Tee 0 Orenco Systems® Incorporated 814 AIRWAY AVENUE SUTHERLIN, OREGON 97479-9012 TELEPHONE: (541) 459-4449 FACSIMILE: (541) 459-2884 ALARM IS OPTIONAL Concrete Risers Slope Ground Away From Risers Conduit to Alarm Panel Conduit Seal 2" Liquid Level High Level Alarm Float (optional) PVC Splice Box w/Cord Grips Fiberglass Gasketed Lid with Stainless Steel Bolts 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 BED MUST BE LEVEL EXTENT OF EXCAVATION TYPICAL PLAN VIEW - N.T.S. INLET FROM SEPTIC TANK LOADING BATHROOM IN BARN (1 PERSONS PER DAY) TOILET (25 GPD), SINK (10 GPD), SHOWER (15 GPD) 1 PERSONS PER DAY = 50 GPD TOTAL LOADING = q = 50 GALLONS PER DAY DESIGN CALCULATIONS TOTAL AVERAGE LOADING = q = 50 G P D PERCOLATION RATE = t = 36 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt t) / 5) = 91 SF REDUCTION OF 10% FOR GRAVELLESS CHAMBERS TOTAL AREA = 91 X 10% REDUCTION = 81 SF REQUIRED PROPOSED DRAIN FIELD WIDTH OF BED = 9 FEET = 3 CHAMBERS LENGTH OF BED = 12 FEET = 3 CHAMBERS TOTAL NUMBER OF CHAMBERS = 9 PROPOSED NEW INFILTRATIVE AREA = 91 SF PROPOSED SLOPE FOR_______DRAINAGE SAGE 4 -INCH LEVEL PVC MANIFOLD 2' MIN J 'QUICK -4' CHAMBER SCARIFY SURFACE OBSERVATION/VENT PIPES (TYP.) 121 QUICK4(TM) END CAPS INFILTRATOR(R) QUICK(TM) CHAMBERS, 3' X 4' FINISHED GRADE SEWER LINE — 4" SCHEDULE 40 P.V.C. 3' MIN (0, SLIP-ON PVC CAP 0 NOT GLUE EFFLUENT LINE - 4" SCHEDULE 40 OR 4" SDR 35 P.V.C. SWEEP / 2 WAY CLEANOUT DETAILS (N.T.S) TYPICAL INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE ALL SERVICE septic, LLC PO BOX 2844 970 618-5003 SPRINGS, co 81602 16695 HIGHWAY 82 MINNEY BARN GARF I ELrD COUNTY, COLORADO ONSITE WASTEWATER SYSTEI" DESIGN PRO N 1552 11/26/08