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Home My WebLink Aboutpitkin.eh.264910200004 (2006)Pitkin Count _nvironmental Health & Natural Resor. . as 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 # 06088 Parcel ID # 2649-102-00-004 Type of permit New( ) Repair( ) Addition/Remodel to House( X ) Name of Mike & Monica Brinson Street Address 8800 Hwy 133 Property legal description Size of lot 6.836 acres Water source Carbondale Metro District # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Total square footage of the house 2,700 3 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 3 bedrooms — office not to be used as a bedroom Permit information Designed by All Service Septic Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 22 Profile hole depth 8 ft Depth to groundwater or bedrock Greater than 8 ft Minimum Septic tank capacity 1312 gallons Minimum Absorption area 469 sq ft w/ 50% reduction Comments Septic permit approved per compliance with the engineer design and specifications dated November 9, 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. There must be at least 54 feet of separation between the ditch and the absorption system. This system will consist of a new 1500 gallon two-compartment tank with an effluent filter on the outlet. A distribution box, equipped with a baffle, will distribute effluent to three trenches. Each trench will have 17 Quick 4 chambers for a total of 51 chambers. There must be at least 6 feet of undisturbed soil between each trench. 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. The owner has the responsibility that all components are inspected and maintained on a regular basis by qualified personnel. 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 encouraged f f i Permit approved by: \ Date: Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Expiration Date: Installer: t k ^ u r \A i''. License Number: Date: i Final approval: t . us .�.. _ _ 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,C."L N ` Owner's Mailing Address k) / 3 3 City, State, ZipPl66LF �d 61613 Business Phone: Home Phone: �j E-mail Address: Primary Contac`t�Person (all communication regarding this permit will go through this person) Name - f1 !�!v Company %J1✓0� L.��' Contact Mailing Address City, State, Zip .4- S4,CY CO (,� L / Business Phone Cell Phone: 71 Fax 7 E-mail Address:j6V�JJ� C�N(•� �", �� Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org) - Z - L - Building Permit # (if available) �� 7100� Street address of property (.aCa ft L� �� L)AC,L 6o �91 '2 - Legal Description: Lot Block Filing Subdivision Size of lot: 6, 3 (�,' acres. Type of proposed structure: AZ m&_ Total square feet of house 12,90 E� # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (<) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System (��) If community system: Name of system l%�`rv.GLl�l The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. yhe r asses full responsibility in case of failure of the system. Signature of applicant Received by G:\isds\isds applic\isdsapp rev072904.doc Date . W2 ' 0 0 Receipt #-71 ,;_>� Date( 1 ' Cam PO Box 2844 n L L e t Glenwood Springs, CO 81602 Ph 970-618-5033 SE6Y�CE Fax 303-216-2796 October 12, 2007 John Spenser PO Box 1612 Basalt, CO 81621 Installation Observation for Proposed Remodel, Brinson Residence 8800 Highway 133, Permit #06088 Pitkin County, Colorado John, Project No. 1261 RECEIVED OCT 2 5 2007 PINN COUNTY &MCNA9ENTAL HEALTH a NATURAL RESOURCES ALL SERVICE septic, LLC performed an installation observation on October 91h 2007 for the subject property. The installation included a 1500 -gallon, two-compartment precast concrete septic tank with the addition of an effluent filter on the outlet, followed by 50 `Quick -4' chambers in two trenches, for a total of 493.5 SF. Effluent was distributed with a concrete distribution box. 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, p�0 LIC - .,e...,,,. ,o ALL SERV E septic, LLC Ijevie ��•; • NGR8E,9j,. V:QO ,o.• w Timothy R. Petz Richard H. P ► Z `�� \;�c�,� 2 copies sent 11�� Copy sent to Pitkin County Health Dept. 1500 -gallon septic tank with distribution box Gravelless chamber trenches Pro No. 1261 Gravel Drive 9696 0 98 i r OWS AS -BUILT DRAWING THE LO�ATI N OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE N T THE RESULT O PROPERTY SURVEY. THE LOCANS ARE APPR E. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL 494 SF OF INFILTRATIVE AREA IN CONSTRUCTION AND IMPROVEMENTS LOCATI E 2 GRAVELLESS TRENCHES ACCURATE. ALL SETBACK DISTANCES SHOU USING 'QUICK -4' CHAMBERS. CONFIRMED PRIOR TO AVATION. EACH TRENCH = 25 CHAMBERS / TOTAL = 50 CHAMBERS i / Mesa Ditc ° OBSERVAT1014'PIP O k S4, k h / k CONCRETE DISTRIBUTION BOX WITH BAFFLE } 4" PVC LINE i SDR 35 1500 -GALLON, TWO-COMPARTMENT CONCRETE SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET 14A 7 Existing Septic Tank and Drain a Field Abandoned 89°24'14"W SCALE 1" = 30' NORTH 20.6' q C14Single Story 11.9' 5.8 Wood Frame m ff= 6561.94 N O 10.5' 22.4' 4.8 O 00 WATER LINE 33.7' N CLEANOUT -- Hn-1 _ 150.91' 22.5 Patio LP Tank 8800 HIGHWAY 82 ALL PRO. NO. 1261 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC BRINSON RESIDENCE 970-618-5033 FIGURE 1 \ l*• /�L4y .d �;* .. r� �.� ��T ��. fes, t .. y( LJ FnE f Pitkin County Environmental Health Department Contact Log Sheet Person Spoken To Comments Action to be Taken RMOM Pitkin County Environmental Health Department Contact Log Sheet Parcel D• Address, Person Spaken To Comments /Action to be Taken r , , i •. t► 1 1 s.ITIM FAN 0 PO Box 2844 e p t r c Glenwood Springs, CO 81602 SEBY�CE Ph 970-618-5033 fax 303-216-2796 October 8, 2007 John Spencer PO Box 1612 Basalt, CO 81621 Onsite Wastewater System Design Addendum 3 -Bedroom Residence, Brinson Residence 8800 Highway 82 Pitkin County, Colorado John, U Project No. 1261 ALL SERVICE septic, LLC performed a subsurface investigation and an upgrade onsite wastewater system (OWS) design for the subject residence. We are providing an addendum to the design documents prepared by our firm. The property is located outside of Carbondale Colorado, in an area where OWS are necessary. Fifty gravelless chambers, in two gravelless chamber trenches, must be installed at the subject property. Each trench must have 25 `Quick -4' chambers, for a total infiltrative area of 493.5 SF. The minimum infiltrative area required at the subject site is 493.0 SF. All other recommendations from the design dated November 9, 2006, and the permit provided by Pitkin County (#06088) must be followed. 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, �PO4 LICFy� Vp�: QHERBF,g ,SFO ALL SE E septic, LLC 38662 N; Timothy R. Petz Ric and H. Pr 1 copy sent Copy sent to Pitkin County, Attn: Carla Ostberg (970-920-5077) i........... ...... .. ..... .................04.cbIMNOOR...... ...... N . ..... ............. . .. . . . . . .4-1..... 31.411 ............. ........................z ........... ..... .. ... .......... ..... ............... ........i kltK�ls............ ....... ;� ...................................... ............. ................. .......... .......... .................. ............ ........... ...........% ........... ................ ...........71............. 4 tz �z z d 1.aJ a y o>O H O0. W 00 O Y CA N x 3 � ~0 z 0 101102112007 03:03 3032162 PETZ PAGE 02 0 L LGkwwaWWbgkCD81*2 S�flYICf . MM,dS033 *3.216.2796 October 8, 2007 John Spencer PO Box 1.612 Basalt, CO 81621 Onsite Wastewater System Design Addendum. 3 -Bedroom Residence, Brinson Residence 8800 Highway 82 Pitkin County, Colorado Project No. 1261 John, ,ALL SERVICE septic, LLC performed a subsurface investigation and an upgrade onsite wastewater system (OWS) design for the subject residence. We are providing an addendum to the design documents prepared by our firm. The property is located outside of Carbondale Colorado, in an area where OWS are necessary. Fifty gravelless chambers, in two gravelless chamber trenches, must be installed at the subject property. Each trench must have 25 `Quick -4' chambers, for a total infiltrative area of 493.5 SF. The minimum infiltrative area required at the subject site is 493.0 SF. ,All other recommendations from the design dated November 9, 2006, and the permit provided by Pitkin. County (#06088) must be followed. 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,NERTF� ALL SERViCQE. tic, LLC Reviewed By: •• Timothy R P z Richard H. Petz, ;o'a`r w `e I copy sent 9�'`Fs S o ' Copy sent to Pitkin County, Attn: Carla Ostberg (970-920-5077) PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 November 9th 2006 John Spencer PO Box 1612 Basalt, CO 81621 R.Ec, `-tVED No 1 0 2006 PITKIN CGU;y I �Iv'Vt HEALTUNt NTAL H & TI RESOURCES Subsurface Investigation and Upgrade Onsite Wastewater System Design 3 -Bedroom Residence, Brinson Residence 8800 Highway 82 Pitkin County, Colorado John, Project No. 1261 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 Carbondale Colorado, in an area where OWS are necessary. SITE CONDITIONS A single-family 3 -bedroom residence having approximately 2000 SF is being remodeled. An OWS currently exists and should be abandoned. The proposed drain field area slopes 5 to 10 percent to the west, and vegetation consists of a full cover of native grasses. The city provides water to the residence, as indicated on the plans. SUBSURFACE The subsurface was investigated by digging on profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of a 1 -foot sandy root zone, underlain by silty, sand with gravel and cobbles to the maximum depth 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 10 to 40 minutes per inch (MPI). A 22 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS design is based on 3 -bedrooms and an average sewage load of 600 GPD. The installation must include a 1500 -gallon, two-compartment, precast concrete septic tank with an effluent filter. Three gravelless chamber trenches, using `Quick -4' InfiltratorTM chambers must be installed. Each trench must have 1 row of 17 chambers, for a total of 51 chambers, and equaling 504 SF. 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. Subsurface Investigation and OWS Design Project No. 1261 11/09/06 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. 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. Please call with questions. Sincerely, ALL E septic, LLC Timothy R. Petz 3 copies Richard H. ADO RF C,� �p HE're'•.�c PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1261 PROFILE PIT Uate of i est 1 Iiul1luue 0- 1' Topsoil, Sandy 1'- 8.0' Sandy, Clayey, with Angular Rocks, Dense, Moist, Red 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 26 10 2.50 4.50 2.00 6.50 6.75 0.25 10 4.50 5.25 0.75 10 7.00 7.50 10 5.25 6.00 0.75 10 6.00 7.00 1.00 10 7.00 dry fill 10 2.50 3.25 0.75 14 2 28 10 2.25 3.75 1.50 10 3.75 5.00 1.25 10 5.00 6.00 1.00 10 6.00 7.25 1.25 10 7.25 8.25 1.00 10 10 8.25 9.50 1.25 3 29 10 3.50 5.50 2.00 10 5.50 6.00 0.50 fill 10 6.00 6.50 0.50 10 6.50 6.75 0.25 10 6.75 7.00 0.25 40 10 7.00 7.50 0.50 AVG = 22 MPI \--vQwu v -,e vv\.cu o s b -e A y-ou-v\,-s- t j as. f) Q*pcx-v,,C� WWI '/\t-uc( clua A i G -j- ok Q- cc - �o C- CJ-) 4 M -0 -AA cn —Mwwlv W -L er's Name a ISDS DESIGN CALCULATIONS - for Pitkin Parcel ID # ,e Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Lber of Bedrooms in Main House her 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 600 State Review Required? no Perc Rate 20 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Minimum tank capacity (1312.5 gallons '> Absorption Area ( /5X T perc rate) A = 939 sq. of absorption area required 61 grave ess chamber units without reduction # of Perc Holes Required: 3 UICK 4 9_8 A = C469.D57428sq.fwith 50%reductionTRENCHES lless chamber units with reduction STANDARD A= 469.57428 sq.ft. with 50% reductionTRENCHES 30 gravelless chamber units with reduction EQ 29 EQ36 units in TRENCHES QUICK4-EQ36 470 61 SETBACK FROM WELL # of feet = 104 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 54 SETBACK FROM DRY GULCH # of feet = 29 100 —_ 3 DICK 4 9.2 657.40399 sq ft 30% reduction BED 71 chamber units with reduc. 657.40399 sq ft 30% reduction BED 42 chamber units with reduc. 53 EQ36 units in a BED 657 103 m W n ate, G j �bSB N A _ Pi 4W�:N� CZpbaF a: 2U �°ZQZ x o. Sri <gw��q 8� N � pim g ° a n3. Avg In gsyxiuw N < aFo 4t_[:Mx F a� w� ego �mg mea �a�3 Z�2Sz'1 S a 2 O Go CO Ei��x O ¢ai.GOA 4� 'COOU i zW v� Q ' I o x y ; i y 71 5 M 0 4 Box X APPROXIMATE TOPOGRAPHY AT 2 FT INTERVALS. NOT THE RESULT OF A SURVEY. Culvert Gravel Drive 100 94 98 960 x� 504 SF OF INFILTRATIVE AREA IN 3 GRAVELLESS TRENCHES C USING 'QUICK -4' CHAMBERS. EACH TRENCH = 17 CHAMBERS ° TOTAL = 51 CHAMBERS F,asr Mesa Ditch I CLEANOUT S8 9 °24' 14 "W 150.91 22.5 North 6 Corner Sec. 9, Sec. 10 Rebar and Cap in Place USDA Aluminum Cap 0 1500 -GALLON, TWO-COMPARTMENT CONCRETE (OR PLASTIC - MUST BE FRALO(tm) IF PLASTIC) SEPTIC TANK WITH EFFLUENT FILTER ON THE OUTLET L.S. No. 29408 _ W Bench Mark Elevation= 6563.40 ERVATION PIPE 4" PVC SCHED 40 SEWER LINE. MUST REPLACE IF CAST IRON. Shed 20.6' ail le Story 11.9, d Frame �_j 661.94 NI 22.44'' 4.81' WATER LINE Patio LP Tank UA .\10 USDA Aluminum Cap L.S. No. 29408 Gravel Parking Root Collar Cabin ff= 6570.10 Shed N � (5v \ V� Cabin 3 p' ff= 6572.35 16.1 Centerline Easement Holy Cross Electric Association, Inc. Book 256, Page 653 - Overhead Power Line SCALE 1" = 20' NORTH Parcel 1 Mike and Monica Brinson 8800 Highway 133 Carbondale, Colorado 81623 6.836 Acres ± WATER LINE FROM TAP AT MARBLE STATUE, ENTERS HOUSE ON EAST SIDE X x X x X k X Parcel X y/ 00 "?,Q SWEEP / 2 WA" CLEANOUT DE—ALS (N.T.S) TYPICAL SLIP—ON PVC CAP DO NET GLUE FINISHED GRADE SEWER LINE — 4' SCHEDULE 40 P,V,C. 4 FEET MIN EFFLUENT LINE — 4' SCHEDULE 40 OR 4' SDR 35 P.V.C. INSULATED COPPER TRACER WIRE MAY BE INSTALLED TO LOCATE LINE IN FUTURE Tank Adapter (cast or bolted) Inlet Tee Vent Orifice qP Effluent Discharge Uquid Level / ALARM IS 2' High Level Modulating Discharge Orifices OPTIONAL i H)at (optional) youtt Inlet Ports CENTER PORT ACCEPTABLE ALTERNATIVE Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) =1313 GALLONS REQUIRED TANK(S) = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BA=FLE INFILTRATOR(R) QUICK(TM) CHAMBERS, Y X 4' / 17 CHAMBERS IN EACH TRENCH 4" PVC HEADERS TO ENTER INTO TOP PORT OF END PLATE INFILTRATOR(R) QUICK4(TM) CUT SHEET 1 DESIGN 3 -BEDROOM MAIN RESIDENCE, >2000 SF = 600 GALLONS PER DAY TOTAL LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 22 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 22) / 5 = 985 SF REDUCTION OF 50% = 493 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 68 FEET = 1-7 CHAMBERS TOTAL NUMBER OF CHAMBERS = 51 PROPOSED NEW INFILTRATIVE AREA = 504 SF THREE TOTAL TRENCHES OBSERVATION/VENT PIPES (TYP.) Patents j) 4,439,323 & 5,492,635 Foreign Patents Pending ® 2002, Orenco Systems, Inc. QUICK4(TM) END CAPS 01 �- 1'411 6' MIN. 0 3' T CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE -- 4' MAX �j 6' MIN. Le EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL NOTES: 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, TX 4' CARIFY SURFACE TRENCHES MUST 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 10% TO THE WEST. 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 ALL SERVICE septic, LLC 8800 HIGHWAY 133 PrOJeCt NO. 1261 GLE WOOD SPRINGS,C081602 PITKIN COUNTY, COLORADO UPGRADE ONSITE WASTEWATER SYSTEM DESIGN 11-09-06 970-618-5033 BRINSON RESIDENCE 1500 -Gal, 2 Compartment Septic Tank with 4" Dia. Biotube Effluent Filter 010 Orence Systems® PVD Splice Box w/Cord Grips Vcorpoaed PVC or Concrete Risers with Grommets) (bond to tank adapter with Fiberglass Lid with 814 NRwAY AVENUE sUlxERUN, OREGON recommended adhesive)\ LeelGasBed Stainless Steel Bolts A7479-9011 Slope Ground Away Fri om Risers TELEPHONE'541)459 (541) 459-1449 Conduit to Alarm Panel � � Conduit Seal Filter Cartridge Handle (field cut to desired height) (541) 459 (Sq1) g5g_yggq Tank Adapter (cast or bolted) Inlet Tee Vent Orifice qP Effluent Discharge Uquid Level / ALARM IS 2' High Level Modulating Discharge Orifices OPTIONAL i H)at (optional) youtt Inlet Ports CENTER PORT ACCEPTABLE ALTERNATIVE Filter Cartridge Effluent Filter TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) =1313 GALLONS REQUIRED TANK(S) = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER ON THE OUTLET. TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BA=FLE INFILTRATOR(R) QUICK(TM) CHAMBERS, Y X 4' / 17 CHAMBERS IN EACH TRENCH 4" PVC HEADERS TO ENTER INTO TOP PORT OF END PLATE INFILTRATOR(R) QUICK4(TM) CUT SHEET 1 DESIGN 3 -BEDROOM MAIN RESIDENCE, >2000 SF = 600 GALLONS PER DAY TOTAL LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 22 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 22) / 5 = 985 SF REDUCTION OF 50% = 493 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 68 FEET = 1-7 CHAMBERS TOTAL NUMBER OF CHAMBERS = 51 PROPOSED NEW INFILTRATIVE AREA = 504 SF THREE TOTAL TRENCHES OBSERVATION/VENT PIPES (TYP.) Patents j) 4,439,323 & 5,492,635 Foreign Patents Pending ® 2002, Orenco Systems, Inc. QUICK4(TM) END CAPS 01 �- 1'411 6' MIN. 0 3' T CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP BACKFILL SLOPE FOR DRAINAGE -- 4' MAX �j 6' MIN. Le EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL NOTES: 2' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, TX 4' CARIFY SURFACE TRENCHES MUST 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 10% TO THE WEST. 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 ALL SERVICE septic, LLC 8800 HIGHWAY 133 PrOJeCt NO. 1261 GLE WOOD SPRINGS,C081602 PITKIN COUNTY, COLORADO UPGRADE ONSITE WASTEWATER SYSTEM DESIGN 11-09-06 970-618-5033 BRINSON RESIDENCE