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pitkin.eh.264322211014 (2005)
Replaces permit #05013 Permit # 05080 Type of permit Name of Owner Street Address Pitk' County Environmental Health Depart int Pe, ...t for an Individual Sewage Disposal _ ,tem 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-222-11-014 New( x ) Repair( ) Addition/Remodel to House( ) Ctava anri Charlottp Marnit S/ Lower Bullwinkle Lane Property legal description Size of lot .0351 acres Lot 32, Block 1, Filing 2 W/J Ranch Total square footage of the house 3000 sq ft Water source Community system # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) 5 bedrooms Permit information Designed by Schrnueser Gordon Meyer Mailing Address 118 W 6,h Street Suite 200 Glenwood Springs, CO 81601 Perc rate 22 Profile hole depth 20 ft Depth to groundwater or bedrock >20 ft Minimum Septic tank capacity 2185 gallons Minimum Absorption area 1642SF/30% reduc=1149SF rnmmPnts Septic permit approved per compliance with the engineer design and specifications dated 05/02/05 and revision letter dated July 21, 2005. Any changes must be approved by this department and the design engineerrp for to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is for one 1000 gallon single compartment concrete tank followed by a 1500 gallon two compartment tank with an effluent pump. (The second tank may be a 1250 gallon tank if the pump is not required and gravity flow can be achieved.) A Biotube effluent filter is required on the final outlet. An access must be provided in each compartment of the tanks. Flow is to Septic Envelope 32A and a gravelless chamber bed with a minimum of 74 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: Date: i`D G' 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 drawingsust be included Installer: _ ` this permit before the final approval will be issued. 'Date: Final approval: �'� -4::;t�441 �o2U�US r � Dnp 4-. • c. 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 %V — Owner's Mailing Address 1 .O 0 City,State, Zip t/ Business Phone: Z$— Home Phone: E-mail Address: V % lYJ�Jr20G%"— i� Primary Contact Person (all communication regarding this permit will go through this person) Name G7 Company Contact Mailing Address; I'CJ Q City, State, Zip �J%tI! Business Phone: 90 eY Cell Phone: Fax: 9 E-mail Address: G% Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org I --!L - Building Permit # (if available) IMO -n RR d // Street address of property [ ewa 0(, Al Legal Description: Lot ,Block ,Filing al ,Subdivision by 41Gl"7" Size of lot: r 3 )— acres. Type of proposed structure: Total square feet of house 3 c, e;,(::> # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total areas . 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 r C--� 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 Departme t, Pitki County and employees of these agencies will be held harmless should the individual sewage disposal system or malt nction. The permit to construct is issued on information submitted by the applicant or his/her representatives. T ner pss es full responsibility in case of failure of the system. X00 Signature of applicant Received by Date Receipt # / Lc) Date Permit # 05013 Type of permit Name of Owner Street Address Pitkin County Environmental Health Department PeQfor an Individual Sewage Disposal : em 0405 Castle Creek Road, Suite 10, Aspen, Colorado 01611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # 2643-222-11-014 New( x ) TANK ONLY Repair( ) Addition/Remodel to House( ) Steve and Charlotte Marolt Property legal description Size of lot .0351 acres Lower Bullwinkle Lane Lot 32 Block 1, Filing 2 W/J Ranch Total square footage of the house 3000 sq ft Water source Community system # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms {list) Designed by Mailing Address Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit 5 bedrooms Permit Schmueser Gordon M 118 W. 6th Street Suite 200 Glenwood Sprggs, CCy81601 Perc rate n/a Profile hole depth Minimum Septic tank capacity 2185 gallons Depth to gdwater or Brock MinimrMAbsorRtio area n/a Septic permit approved per corkpliance wit the enginee esign and ifiictations dated January 27, 2005. Any changes must be approved by t 's departnient and the de ' n engine rior to them being made. Minimum horizontal distances betvJgen cnponents of the s stem and%pysical features shall conform to the Pitkin County ISDS regulations. This permit is for a tank only. There will b one single c partment 1000 gallon tank followed by a two compartment 1500 gallon tank. The secon%.tank will be lugged and the tanks will be used as a vault until the system is complete. Certificate of Occu ncy cann t be issued until entire system is installed and operational. ,,Qu w This department does not endorse a brand ofyproducts. This permit must be kept on-site during installation. The engineer must do a final inspectionof,the installation and submit an as -built letter to this department. This department must also be called for an insp tionith a minimum of 48 hours advanced notice. *Revegetation over the area of the field is very important th functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropn a for the conditions of the area. The use of native plants is strongly Permit approved by: ' .�- (�1l i �.� : 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. Installer: Final approval: Date: Pitkin County Environmental Health Department Contact Loq Sheet 0 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 12/14/05 Send to: Steve Marolt i From: Alicia Gomez Fax Number: 925-1104 Phone Number: 920-5087 CC: SGM Number of Pages, Including Cover: 2 CC Fax Number: ❑ URGENT ' J, REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW El FOR YOUR INFORMATION COMMENTS: Septic Permit # 05080 for parcel 2643-222-11-014, owner Marolt, has been finalized. Please feel free to call 920-5070 if you have any questions. fax cove Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.zispenpitkin.com/depts/12/ SCHM,'UESER I GOR,DOR_ MEYER E 4G I. N I E R S S U R V E Y O R S December 05, 2005 Ms,, -Nancy MacKenzie PITKIN COUNTY GLENWOOD SPRINGS ASPEN 1 18 W. 6TH, SUITE 200 P.O. BOX 21 55 GLENWOOD SPRINGS, CO 81 601 ASPEN, CO 81612 970-945-1 004 970-925-6727 FX: 970-945-5948 FX: 970-925-41 57 RECEIVED ENVIRONMENTAL HEALTH DEPARTMENT DEC I i 8 ZU05 0405 Castle Creek Rd., Ste. 10 Pfil'K&Iq w- LINTY Aspen, CO 81611 ENVIRONMENTAL HEALTH R€�--- Marolt Residence, Parcel # 2643-222-11-014, Lot 32 Filing 2 W/J Ranch Pitkin County ISDS Permit No. 05080 Certification of Installation CRESTED BUTTE P.O. BOX 3088 CRESTED BUTTE, CO 8 1 224 970-349-5355 FX: 970-349-5358 Dear Nancy: - This letter represents a certification of the construction of the Marolt residence individual sewage - disposal system (ISDS) under Pitkin County Environmental Health Department Permit for an _. Individual Sewage Disposal System No. 05080. The construction of the on-site ISDS has been completed pursuant to plans and specifications prepared by Schmueser Gordon Meyer, Inc. with a revision date of June 8th, 2005. The ISDS design at the Marolt residence, on Lot 32 in Filing 2 of W/J Ranch, was configured as 7 row 11 chamber infiltrator seepage beds fed by treated wastewater routed through a septic tank totaling 2,250 gallons in capacity. An Orenco low head effluent pump and vault were part of the original design of the septic tanks but this was omitted on site because of shorter distance to convey the effluent in comparison to the other W/J Ranch Filing 2 & 4 septic systems where the pump is a critical component. SGM has inspected the installation of the septic tank, collection system, flow splitter and gravelless chamber seepage beds pursuant to our original plans and specifications. Our inspection during the construction process indicated that the system was installed in a manner consistent with our planset with no substantive revisions to the original design. We have project photographs of the work in progress at the time of the W/J project inspections. At the last site visit, the septic tanks were in place and the PVC piping was installed, the distribution box had been leveled and the infiltrator beds were complete. We have observed the beds to be level and showing the appropriate number of chambers per our design. I trust this letter will provide adequate certification of the installation of the Marolt residence on-site wastewater disposal system pursuant to plans and specifications prepared by our firm. Please feel free to contact myself or the on site SGM inspection staff at W/J Ranch if we may provide further C:\DOCUME-1\jhammond\LOCALS-1\Temp\PitCo_ISDS-Cert Marolt.doc n or provide you with copies of any of the photographs that were taken during the course ction. Very Truly Yours, SCHMUESER CORDON MEYER INC. t i Jay W. Hammond, P.E. Principal, Aspen Office cc: Mr. Steve Marolt C:\DOCUME-1\jhammond\LOCALS-1\Temp\PitCo_ISDS_Cert Marolt.doc Li k There has been slow progress in establishing the recorded `septic envelopes' and easements and the time required to engineer and install the new sewer pipes to access the expanded septic envelopes for the Leach fields in filing 2 at W/J, Pitkin County. I understand that Environmental Health has agreed to issue me a septic permit for a "tank only" permit. The septic tank will be plugged and used as a vault until the leach field has been installed. By doing this the Environmental Health department will be able to okay the issuance of the building permit for my lot. I further understand that I will NOT be able to obtain a Certificate of Occupancy (CO) for my house until the complete septic system has been installed (tanks, sewer pipes, leach field). I fiullyundgrstand the risk that I, the owner, am assuming. Date Lot # 5�v�- arc �t G:\isds\correspondence\WJ waiver 2-9 GLENWOOD SPRINGS I f 8 W. 6TH, SUITE 200 GLENWOOD SPRINGS, CO 81601 970-945-1004 FX: 970-945-5948 Pitkin County Department of Environmental Health 405 Castle Creek Road, Suite 10 Aspen, CO 81611 :Attention: Nancy McKenzie or Carla Block ASPEN P.O. BOX 2155 ASPEN, CO 81612 970-925-6727 FX: 970-925-4157 CRESTED BUTTE P.O. BOX 3088 CRESTED BUTTE, CO 81 224 970-349-5355 FX: 970-349-5358 Thursday, July 21, 2005 Re: Revision for ISDS for Lot 12, 31 and 32, Filing 2, W/J Ranch, Pitkin County, Colorado. Dear Nancy or Carla: This letter and revised drawing is to accompany the previously submitted drawings and calculations for the single-family residence septic system designs on Lots 12, 31 and 32. The revised drawings are necessary after our conversations pertaining to the replicated designs at W/J. There are 2 modifications shown on the second septic tank, a correction in the intake piping and the addition of an access to the first chamber. At the leach fields there is a further description of the Polylok distribution box and the addition of inspection pipes to comply with county standards. Please do not hesitate to contact our office Respec ully p6b ' ed, Nicholas A. Senn Schmueser, Gordon, Meyer, Inc. questions or comments. Cc: Paul Viola — Lot 12, Brian Hightower — Lot 31, Steve Marolt — Lot 32 �1san1 mlerilw-r».-r-+raM s...e nr ar - l tr*- r M n M s lft ► � ON .8 Eby tijnC4 o�-C4 y` II i C O Cb �v j o n n U° 3 O O � � A 4y �ci one Ni a 2l:fo 0 �- cto n o �� 4 n M OOH `l �0 zJl`� Q ° �c O I 4 v � I gt II i Z v O y a j o n n U° � A 4y �ci one Ni a 3 0 �- n o �� M Z v 4 August 25, 2004 Schmueser Gordon Meyer, Inc. 118 W. 6th Street, Suite 200 Glenwood Springs, CO 81601 Attention: Mr. Rick Barth Subject: Percolation Testing Lowe W/J, LLC McLain Flats Road Pitkin County, Colorado Project No.GS-4260 X& CAVY CTLITHOMPSON This letter presents the results of our percolation testing at Lowe W/J, LLC in Pitkin County, Colorado. Our scope of services and methods for the project were outlined in our task agreement dated July 26, 2004. The following sections describe our percolation test method and subsurface conditions, and present percolation test results. Percolation Test Method The ISDS systems at the site are planned as dry wells with soil absorption depths between about 12 and 16 feet deep. We considered performing percolation tests for the project in borings and pits. Our experience indicated the soils at the site consist of it high percentage cobbles and boulders. Therefore, drilling percolation borings with standard, solid -stem auger techniques would have resulted in refusal above the planned absorption depths. Other drilling methods that can penetrate the cobbles and boulders are cost -prohibitive for the project. Alternatively, excavating safe percolation pits to depths of 16 feet would have been problematic. We discussed potential percolation test methods with Ms. Nancy MacKenzie of the Pitkin County Department of Environmental Health. It was agreed that CTL I Thompson„ Inc. would excavate profile pits to about 19 or 20 feet deep. The percolation pits adjacent to each profile pit would then be excavated to depths to perform percolation testing in the various soil types exposed in the profile pit. The experience of CTL I Thompson, Inc. indicated that this approach would allow safe percolation pits of 3 to 5 feet deep because the soils would likely be similar between © the ground surface and 20 feet deep. 234 Center Drive I Glenwood Springs, Colorado 81601 ielephone:970-945-2809 Fax: 970-945-7411 c Subsurface Conditions Our project engineer, Mr. James Kellogg, chose the locations of profile and percolation pits shown on Figure 1. We discussed the number and locations of pits with Ms. MacKenzie to check that Pitkin County requirements would be satisfied. The pit locations were then staked in the field by Schmueser Gordon Meyer, Inc. On August 5, 2004, the profile pits were excavated at the staked locations by Meldor Construction. Mr. Kellogg observed subsurface conditions exposed in the profile pits and determined appropriate depths for the percolation pits. Graphic logs of the soils encountered in the profile and percolation pits are shown on Figures 2 through 4. Test Results The percolation pits were prepared for testing by our field representative on August 5, 2004 after excavation operations were completed. Our representative performed percolation testing in the pits on August 6, 2004. Test results are presented on Figures 5 through 16 and summarized on the table below. Our percolation test results indicate that the design percolation for the ISDS at this site rate should be between 15 and 30 min/inch. Percolation Pits Average uesign, percolation Rai'O P-1 through P-3 14 min/inch P-4 through P-6 22 min/inch P-7 through P-9 29 min/inch P-10 through P-12 19 min/inch We appreciate the opportunity to work with you on this project. Please call if you have questions. Very Truly Yours CTL THOMPSON, It J es D. Kelso P ject Engineer JDK:cd (5 copies sent) S.G.M. LOWE WIJ, LLC CTL I T PROJECT NO. GS -4260 X 4!'Biotube' Effluent Filter Installation and Maintenance Instructions Biotube Effluent Filters* extend drainfield life by prevent- ing solids from leaving the septic tank. Our 4" filter comes in its own housing, in both 36" and 28" lengths. Our 18" Jr. insert filter comes with or without its own housing. Biotube Effluent Filters install in minutes, inside new or existing tanks. Step 1: Test -Fit the Effluent Filter Test -fit the effluent filter on the septic tank's outlet pipe without gluing. Make sure it fits plumb. Install assembly as snug as possible to the tank wall, but ensure sufficient clearance for removing filter cartridge. 77—. .. M Orenco Systems' Incorporated 1-800-348-9843 The Biotube Effluent Filter, with its housing, is suspended in the septic tank, supported by the 4" outlet pipe. "Protected by U.S. Patent Ws 5,492.635 and 4,439,323 NIN-FT-Fr-1 Rev. 2.2, 7/04 Page 1 of 4 y; F: 4" Biotube 1111`;` 4" Biotube A Effluent Filter Effluent Filter The Biotube Effluent Filter, with its housing, is suspended in the septic tank, supported by the 4" outlet pipe. "Protected by U.S. Patent Ws 5,492.635 and 4,439,323 NIN-FT-Fr-1 Rev. 2.2, 7/04 Page 1 of 4 Access r Top seal riser plate Handle Tank wall Clearance A 4�a* Filter— >�i`w, cartridge' L', Biotube Effluent`- Outlet Filter pipe The Biotube Effluent Filter, with its housing, is suspended in the septic tank, supported by the 4" outlet pipe. "Protected by U.S. Patent Ws 5,492.635 and 4,439,323 NIN-FT-Fr-1 Rev. 2.2, 7/04 Page 1 of 4 c 0^ Installation Instructions (continued) Step 2 Attaching Filter to Tank Two attachment methods can be used: 1) Glue the filter onto the tank outlet pipe using appropriate primer and glue. 2) A stainless steel set screw can be used to secure the filter instead of glue. Step 3: Extending Cartridge Handle For easier access when servicing, the cartridge handle may be extended using a longer length of 3/4" schedule 40 PVC pipe. NIN-Fr-FT-1 Her. 2.2.7/04 Page 2 of 4 rl! This illustration shows the gluing technique for installing a filter into a new septic tank. Installing a filter into an existing tank is a custom, site-specific job. Tee handle Set screw 3/4" schedule 40 pipe Set screw 1 Cartridge handles can be extended for easier access. A� Maintenance Instructions 061 0`rdstems 1-800-348-9843 4" Biotube® Effluent Filter How to Clean Your Effluent Filter To ensure your effluent filter is functioning properly, it should be inspected every year. Under normal conditions, your effluent filter will function for several years before cleaning is necessary. The filter should be cleaned when it becomes clogged enough to restrict normal flows out of the septic tank. At a minimum, the filter should be cleaned whenever the tank is pumped. Most people prefer 'to have a septic tank service provider take care of filter maintenance and cleaning. You can find a septic tank service provider in the Yellow Pages, under "Septic Tanks & Systems." Or you can contact your county health department for a list. If you wish to inspect and/or clean your effluent filter yourself, be sure to dress properly. Wear full-length pants and shirt, shoes, gloves, and goggles or glasses. Then follow these instructions: Remove the access lid to your septic tank by unscrew- ing the stainless steel lid bolts with hex head wrench provided. If your lid is above ground, it will be easy to find. If it is buried below ground, find the marker that indicates its location. 2. Remove the filter cartridge by grasping the tee handle and lifting it out of its housing (see photo 1). 3. Spray the cartridge tubes with a hose to remove any material sticking to them (see photo 2). Ensure the three orifices in the optional flow modulation plate inside the filter are clear of any debris. Make sure the rinse water runs back into the tank, but do not allow solids material to fall into the open filter housing. 4. Firmly place the cartridge back into the housing. 5. Some effluent filters come with an alarm that activates when the filter needs cleaning. If you have an alarm, check to make sure it is working by lifting the float with a stick. An audible horn should sound. The alarm panel is normally mounted on the side of the house or in the garage. Note: If your effluent filter doesn't have an alarm system and you would like one, call your local septic system installer. 6. Record the date that you inspected and/or cleaned your filter on the form that follows. If you checked the alarm or made any other observations about the tank or system, include that information under "Notes." 7. Attach access lid by placing it on the riser, matching the openings in -the lid with the bolt catches. Insert lid bolts into catches and tighten with hex head wrench provided. Photo 1. Remove the filter cartridge by lifting it out of its housing. Photo 2. Spray the cartridge tubes with a hose. NIN-FF-rT-1 Rev. 2.2, 7/04 Page 3 of 4 C Sewage Ejector Pump/Basin Package Includes: • SKV40aw1, 1 15v automatic submersible sewage ejector (2" solids) • 218 structural foam, sewage basin with cover, sealing kit, schedule 80 PVC discharge pipe and swing check valve • Complete assembled or unasseml sewage packaged basin system (as shown) 2" or 3" available • Unique Hydromatic pump molder foot print basin design `A00eek swrt'h p'G The piggyback design allows for simple Q 9 conversion to manual operation by simply tiYDOMATIC " Pentair Pump Group i In removing the switch plug and inserting the motor plug directly into the electrical _ outlet. This feature provides an easy way of periodically cycling the pump to ensure it is operating properly. i In Features %W The Hydromatic° 218 SYSTEM is specifically designed to meet the demands of residential wastewater and sewage applications. The SYSTEM includes the Hydromatic Model SKV40AW1, 4/10 HP, 115 volt sewage ejector, 2" solids handling, 2" NPT discharge. The SKV40AW1 can handle capacities up to 80 gallons per minute and heads up to 19 feet. The SKV40AW1 features heavy duty cast iron construction with an oil -filled motor for cooler operation, permanent lubrication of the bearings and a longer, trouble-free pump life. The SKV40AW1 features a wide-angle piggyback float switch for reliable automatic operation. The 218 SYSTEM also includes Hydromatic's 218 Sewage Basin. The 218 Basin is nestable for conserving storage space and reducing shipping costs. This super strong structural foam basin is impact resistant and corrosion proof. Extra strong upper flange prevents deflection during installation. The 218 Basin comes complete with all the fittings, schedule 80 piping, swing check valve, grommets, o -rings, gasket material and hardware required so the plumber always has the complete package at the job site. 218 SYSTEM Typical Installation Package Includes: J SKV40AW1 Automatic sewage ejector and 218 structural foam basin complete with cover and sealing kit. NOTE: Optional high water Alarm —1 ❑ ❑ panel is recommended for all pump installations. > 1 =____ ___ _" __ ,I: : : : : 7 : : : : ON Page 2 Optional Accessories: • Hydromatic Q -Alert and Q -Alert XT indoor/outdoor high water alarm • Hydromatic HDS Dialer System • Basins, covers, check valves and sealing kits are also available separately ii�r HY®ROMATIC Pentair Pump Group C C 218 Basin • Basins are nestable for multi -shipping and conserving warehouse space. • Injection molded with pure, super -tough structural foam. This makes the basin impact -resistant, strong and corrosion proof. • The lightweight, single piece construction allows for easier handling and installation. No heavy equipment or lifting required. • Eight 1/4" threaded inserts are molded in the top flange to fasten the lid on to the tank. This keeps the corrosive gases away and creates a strong unstrippable or unslippable insert. Basin Dimensional Data New slip -fit 2" or 3" discharge and vent hole design. 218 Seal Kit Every seal package is complete with the following: • 2" electrical grommet with single or double electrical cord allowance. • 4" inlet hub creates a positive seal and gives freedom so pipe alignment does not have to be perfect. • 2" or 3" discharge o -rings available upon request. • Neoprene gasket tape to attach to the tank lid to get a positive seal between basin and cover. • 2" or 3" check valve is included with the package. • The extra strong flange makes sure no deflection occurs during installation and cover always fits. H Y D R 0 M ATIC Pentair Pump Group q of in Benefits 218 Cover • Heavy duty structural foam cover made of injection molded for consistent quality. • Strong and durable for abuse during installation, service and regular daily wear. • The cover has allowances for the discharge seals, electrical grommet, and bolt holes. Basin: • Capacity 40 U.S. Gallons • Structural Foam • Impact Resistant • Corrosion Proof • 4" Inlet Hub • Weight 15 lbs. Fittings: • Nitrile Electrical Grommets & 'O' Rings • Available 2" or 3" Discharge • 1/2" Wide Neoprene Gasket Tape for Positive Seal • 114" Plated Hex Head Machine Screws I" Cover: • Impact Resistant • Structural Foam • Weight 1 Ib. Page 3 I (W Details Pump Characteristics Performance Data Fump/Motor Unit Submersible Automotic Models SKV40AWI Horsepower 4/10 full load Amps 12.6 Motor Type Shaded Pole (4 Pole) R.P.M. 1550 Phase 0 1 Voltage 115 Hertz 60 Operation Intermittent Temperature 1401 Ambient NEMA Design A Insulation Class A Discharge Size 2" NPT std. Solids Handling 2" Unit Weight 35 lbs. Power Cord 18/3, SJTW, 10' std. marerlfalfs aT c.anSrrucTion Handle Stainless Steel lubriroting Oil Dielectric Oil Motor Housing Cast Iron Seal Plate Cast Iron Pump Casing Cast Iron Shaft Carbon Steel Mechanical Seal Faces: Carbon/Ceramic Shaft Seal Seal Body: Anodized Steel Spring: Stainless Steel Bellows: Buno-N Impeller Engineered Thermoplastic Upper Bearing Bross Sleeve Bearing lower Bearing Single Row Ball Bearing Fasteners Stainless Steel A -%IC C. Pentair Pump Group ■■■■ ■■■■■ ■■■■■ ■■■■■ .............■...■ ONE Rr■■■.■■■■■■■■ MOMEMEM Milk- ■■■ ■■■■■ ■■■■■ ■■vim Dimensionlal Data 3" —4' 7/16 3/4 (87 (1 20) 3"15/16 (99) t - 3"3/16 It (80)-11 t 1 12"15/16 12"3/8 DISCHARGE (328) (314) HEIGHT 5"7/16 (138) t All dimensions in inches. Metric for international use. Component dimensions may vary ± 1/8 inch. Dimensional data not for construction purpose unless certified. Dimensions and weights are approximate. On/Ott level adjustable. We reserve the right to make revisions to our product and their specifications without notice. USA CANADA 1840 baney Road Ashland, Ohio 44805 www.kydromatic.com 269 Trillium Drive Kitchener, Ontario, Canada N2G 4W5 Tel: 419-289-3042 Fax: 419-281-4087 ISO 9001 Registered Quality System Tel: 519-896-2163 Fax: 519-896-6337 © 2001 Hydromatic" Ashland, Ohio. All Rights Reserved. Item# W-02-6180 5M 4/01 Edi U Septic System Installation Instructions C3 iNFURaToR Standard and High Capacity Chambers Standard and High Capacity SideWinder® Chambers Ee CVD Before You Begin Standard and High Capacity chambers may only be installed according to state and/or local regulations. If unsure of the installation requirements for a particular site, contact the local health department. Like conventional systems, the soil and site conditions must be approved prior to installation. Conduct a thorough site evaluation to determine the proper sizing and siting of the system before installation. Materials and Equipment Needed ❑ Infiltrator Chambers ❑ End Plates ❑ PVC Pipe and Couplings (4 -inch in diameter for header and inlet pipes) ❑ 4 -inch Cap for Inspection Port ❑ Backhoe ❑ Laser, Transit, or Level • Shovel and Rake ❑ Hole Saw/Router Bit ❑ Tape Measure ❑ Utility Knife ❑ 2 -inch Drywall Screws • Screw Gun • Glue" ❑ Stakes" ❑ String Line" ❑ Small Valve -Cover Box' * Optional These guidelines for construction machinery must be followed during installation: o Avoid direct contact with chambers when using construction equipment. Chambers require a 12 -inch minimum of compacted cover to support a wheel load rating of 16,000 lbs/axle or equivalent to an H-10 AASHTO load rating. ❑ Only drive across the trenches when necessary. Never drive down the length of the trenches. ❑ To avoid additional soil compaction, never drive heavy vehicles over the completed system. Excavating and Preparing the Site Note: As is the case with conventional systems, do not install the systems in wet conditions or in overly moist soils, as this causes machinery to smear the soil. 1. Stake out the location of all trenches and lines. Set the elevations of the tank, pipe, and trench bottom. 2. Install sedimentation and erosion control measures. Temporary drainage swales/berms may be installed to protect the site during rainfall events. 3. Excavate and level 3 -foot wide trenches with proper center -to -center separation. Verify that the trenches are level or have the prescribed slope. Page 2 LF 4. Rake the bottom and sides if smearing has occurred while excavating. Remove any large stones and other debris. Do not use the bucket teeth to rake the trench bottom. Note: Raking to eliminate smearing is not necessary in sandy soils. In fine textured soils (silts and clays), avoid walking in the trench to prevent compaction and loss of soil structure. 5. Verify that each trench is level using a level, transit, or laser. Attaching the PosiLock'" End Plates 1. With a hole -saw, cut an opening for the inlet pipe using one of the pre -marked circles on the end plate as a guide. Pre -marked circles allow for 4 -inch SDR35, 4 -inch SCH40 and 2 -inch pressure dosing pipe. 2. Attach the end plate to the inlet end of the chamber by lining up the locking hubs with the corresponding chamber end. Apply firm pressure to lock the hubs in place on one side of the chamber and then the other. Note: The end plate is clearly marked "INLET SIDE TOWARD CHAMBER". 3. In the inlet end of the end plate, insert the appropriate - diameter inlet pipe into the previously drilled hole. Fasten the pipe in place with a screw to secure it to the end plate. Note: The end plate is designed so that effluent will flow in through the pipe and corresponding inlet hole and spill out the opening on the other side. When inserting the inlet pipe, the pipe will only extend into the plate one inch before it reaches a stop. 4. Attach a closed end plate onto the outlet end of the chamber by snapping the end plate's locking hubs onto the chamber end. Do not cut an opening on the closed or outlet end plate. Note: The existing opening on the end plate must face outward when installed on the closed/outlet end of the chamber. The opening is designed to fill with soil during system installation. CJ CO Installing the Chambers 1. Level the header pipe 2. Set the invert at the appro- priate height from the bottom of the trench to the bottom of the inlet. Invert height will vary depending on which end plate is used. Precisely measure the invert on the end plate prior to setting the invert height. Note: For Standard cham- bers, set the pipe invert at 6% inches. When using High Capacity chambers, set the pipe invert at 10/, inches. 3. Place the first chamber with the open end plate at the beginning of the trench. 4. Insert the inlet pipe into the end of the chamber. The pipe will only go into the unit one inch before it reaches a stop. 5. Check the first -installed C) chamber to be sure it is level or has the prescribed slope. 6. Secure the inlet pipe to the end plate with a screw at the 12 o'clock position. G 7. Lift and place the end of the next chamber onto the previous one at a 450 angle. Line up the notches on the center end of the chamber and lower it to the ground to engage the interlocks. 8. Continue interlocking the chambers until the trench is com- pleted. The last chamber in the trench should have a closed end plate. As the chambers are installed, verify that they are level or have the prescribed slope. 9. To fill the sidewall area, start at the joints where one chamber interlocks with another, and pull soil from the sides of the trench with a shovel. Continue backfilling the area making sure the fill covers the louvers 1-2 inches. 10. Pack down the fill by walking along the edges of the trench and chambers. This step is important for assuring structural support. Only compact enough to match the nat- ural in-place density of the surrounding native soils. In wet conditions, silty or clay soil, do not walk in the sidewalls. 11. Proceed to the next trench and begin with step one. Installing Optional Inspection Ports 1. Using a hole saw or router, cut an opening in the pre -marked area located in the center of the chamber. The hole saw should match the size and type of pipe that is being installed. 2. Glue a 6 -inch long piece of PVC pipe into a 2 -inch pipe coupling. 3. Insert the 6 -inch piece of pipe into the opening at the top of the chamber so the coupling sits on top of the chamber. 4. Insert another piece of pipe into the coupling and cut it at or above grade. 5. Attach a cap or threaded cleanout assembly onto the protruding pipe. 6. A small valve -cover box may be used if the inspection port is below the desired grade. Note: Inspection ports may also be used for venting. Covering the System Before backfilling, the system must be inspected by a health officer or other official as required by state and local codes. Create an as -built drawing at this time for future records. 1. Backfill the trench by pushing fill material over the units. Keep a minimum of 12 inches of compacted cover over the chambers before driving over the system. Note: Do not drive over the system while backfilling in sand, since sand does not give adequate support. 2. It is best to mound several extra inches of soil over the finish grade to allow for settling. This also ensures that runoff water is diverted away from the system. After the system is covered, the site should be seeded or sodded to prevent erosion. Note: A minimum cover of 12 inches is required to attain H -10 -equivalent loading. If allowed by code, chambers can be installed with a minimum of 6 inches of cover in a non -traffic area. Note: If the system is for new home construction, it is impor- tant to leave marking stakes along the boundary of the system. This will notify contractors of the site location so they will not cross it with equipment or vehicles. Page 3 C . ca Infiltrator Systems, Inc. Limited Warranty 4D(a) The structural integrity of each chamber and end plate manufactured by Infiltrator (collectively referred to as 'Units'), when installed and operated in a new, residential leachfield of an onsite septic system in accordance with Infiltrator's installation instructions, is warranted to the original purchaser ('Holder) against defective materials and workmanship for one year from the date upon which a septic permit is issued for the septic system containing the Units; provided, however, that if a septic permit is not required for the septic system by applicable law, the one (1) year warranty period will begin upon the date that installation of the septic system commences. In order to exercise its warranty rights, Holder must notify Infiltrator in writing at its corporate headquarters in Old Saybrook, Connecticut within fifteen (15) days of the alleged defect. Infiltrator will supply replacement Units for those Units determined by Infiltrator to be defective and covered by this Limited Warranty. Infiltrator's liabil- ity specifically excludes the cost of removal and/or installation of the Units. (b) THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH (a) ARE EXCLUSIVE. THERE ARE NO OTHER WARRANTIES WITH RESPECT TO THE UNITS, INCLUD- ING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. (c) The Limited Warranty does not extend to incidental, consequential, special or indirect damages. Infiltrator shall not be liable for penalties or liquidated damages, includ- ing loss of production and profits, labor and materials, overhead costs, or other losses or expenses incurred by the Holder or any third party. Specifically excluded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear, alteration, accident, misuse, abuse or neglect of the Units; the Units being subjected to vehicle traffic or other conditions which are not permitted by the installation instructions; failure to maintain the minimum ground covers set forth in the installation instruc- tions; the placement of improper materials into the system containing the Units; failure of the Units or the septic system due to improper siting, improper sizing, excessive water usage, improper grease disposal, or improper operation; or any other event not caused by Infiltrator. This Limited Warranty shall be void if the Holder fails to comply with all of the terms set forth in this Limited Warranty.Further, in no event shall Infiltrator be responsible for any loss or damage to the Holder, the Units, or any third party result- ing from installation or shipment, or from any product liability claims of Holder or any third party. For this Limited Warranty to apply, the Units must be installed in accordance with all site conditions required by state and local codes; all other applicable laws; and Infiltrator's installation instructions. (d) No representative of Infiltrator has the authority to change this Limited Warranty in any manner whatsoever, or to extend this Limited Warranty. No warranty applies to any party other than the original Holder. The above represents the standard Limited Warranty offered by Infiltrator. A limited number of states and counties have different warranty requirements. Any purchaser of Units should contact Infiltrator's corporate headquarters in Old Saybrook, Connecticut, prior to such purchase, to obtain a copy of the applicable warranty, and should care- fully read that warranty prior to the purchase of Units. Infiltrator Systems does not recommend installing onsite systems under pavement. Chambers must be installed according to manufacturer's instructions. Failure to install accord- ing to manufacturer's instructions will void warranty. Infiltrator Systems recommends the use of septic tank filters and laundry fitters with all onsite septic systems. Distributed By: SYSTEMS INC Environmental Onsite Wastewater Solutions' P.O. Box 768 6 Business Park Road Old Saybrook, CT 06475 860-577-7000 FAX 860-577-7001 www.infiltratorsystems.com 1-800-221-4436 U.S. Patents: 4,759,661; 5,017,041: 5,156,488: 5,336,017: 5,401,116: 5,401,459: 5,511,903: 5,716,163: 5,588,778; 5,839,844 Canadian Patents: 1,329,959; 2,004,564 Other patents pending. Infiltrator, Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc. Infiltrator is a registered trademark in France. Infiltrator Systems Inc. is a registered trademark in Mexico. Contour, Microl-eaching, PolyTuff, SnapLock, ChamberSpacer, PosiLock, QuickCut and QuickPlay are trademarks of Infiltrator Systems Inc. 0 2004 Infiltrator Systems Inc. All rights reserved. Printed in U.S.A. A020204HP-5 NW r✓ PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) 100 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, i (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 1000 State Review Required? no Perc Rate ft22 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Minimum tank capacity 2187.5 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1641.6455 sq. ft. of absorption area required 106 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 QUICK 4 9.2 A = 820.82276 sq.ft. with 50% reductionTRENCHES 1149.1519 sq ft 30% reduction BED 84 gravelless chamber units with reduction 125 chamber units with reduc. STANDARD A = 820.82276 sq.ft. with 50% reductionTRENCHES 53 gravelless chamber units with reduction EQ 36 51 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 160 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 1149.1519 sq ft 30% reduction BED 74 chamber units with reduc. 92 EQ36 units in a BED 3/64x4' LAG BOLT 1 NNELD P 30' O/C VERT. --- ----------------------- G COL. a d _ a� °r P 'del a e I I L________ 4.7`x4' P.T.BN ' POET gRRANGEMENT GENERAL HATCHED SOJAED INDICATE POSTS ABOVE. PILASTERS OF SOLID MA60MY WITS CAN DE INSTALLED AFTER FQNDATION MLS ARE POURED OR LAID. MASONRY PILASTERS SHALL BE MECHANICALLY CONNECTED TO WALLS USING 5FACK TIES - 24. OC, VERT. 0 ALTERJATE PILASTER r-----`.. ........... I r---------------- ------------- -----.----J I G COL. 6 COL j I I - � - d A 10': 4" I I r I 1 H IC I FMING r-�WTLtE �----------_J COO.BRCK i I 1 1 - i 10' FOUNDATION WALL I Q i TYPICAL PILASTER CONDITIONS A -I 1.. 1'-0" NO E: EDGE OF SUB-FLO:::IYSTEM IB INSET TOE NAIL PERNETER FACE 2" FROM EDGE CP DATON WALL P6 WITH 7 • b' NA 9/YDIA x 6'111,1 TRIP ' SOLD WOOD BLOCKING BE EACH POST, LAMINATED VERTOA 314' TKs PLYWOHOD— Y NORMAL CONCRETE TOPPING ON SWI FLOOR !BT OTHERS) -i TOP OF SIB•FLOCR . ':..AAs . N Tir TJI RNR JOISTS • 192. OK DETAILED RE -BAR LOCATIONS ON RE -BAR SCHEDULE SHEET I PINE SDMG BY OTHERS i R-24'SUPERIALL"PANEL r 6 MIL POLY VAPOUR BARRIER INTERIOR WALL FINISH (BT OTHERS) L Y TORX SCREIW • I'll, I FASTENED W 49' TM DRYWALL AND 25x4• PLATE INTO SUB -FLOOR 7 -LAYERS 25x4' P.T, PLATE SITE APPLIED FOR OJNC, TOPPING URAP iTVE1G OVER TRIMMER AND SEAL WITH ACOUSTICAL CAULKING SITE APPLIED 1',A' STRAPPING AT TOP A BOTTOM CF EPS TRIM INSULATOR, FASTER UV 4 N' TORX SCREWS F G` O/C S 10' EM BLINK SEALED a/ SPRAY -IN FOAM (OR BAR INSLATION d VAPOUR BARBER) (BY OTHERS) TO ACHIEVE MM R40 AND TO COME RUNT WITH INTERIOR BASEMENT INSULATION MIT 1/8" EPS TRIM INSULATOR SUPPLIED R/ SUB -BOOR 2-x6' P.T. OIL L RATE BOLTED TO FOUNDATION WALL WITH G' DIA 5/6' CEILING FINISH BT OTHERS)—/ a II 'C40R BOLTS • 40' O/C W .r c m..a c: :n.. rnc. R-24'SFERWAL' PANEL 314" TolRYWIO 0- —L 3• NOW. CONC. TOPPING ON "FLOOR (BT OTHERS) --1 s�t BOB. 1/O bt 9116•R6OR - -. LSL RIM BOARD It 1M` Til FLOOR JOBTS INSULATE AS PER BASEMENT FOUNDATION DETAIL INSTALL TY NAILER W N• OC. 'I q"If WERE WALL PANELS MRN PARALLEL TO TJI JOISTS - r_J 7' L AND LEL TRMMER I q NOTE, EDGE OF 6WB•PLOOR SYS�fll 2" FROM EWE OF PCU4)TIO4 5 TJI NAILER BLOCK GRADE LEVEL ISSUED FOR PERMIT/ BIDDING Gam building pracliw encourages lbe PreMton of R contrdled venlNation ayslem f IM cRntrd of NMbr oir Wilily and inleria mohtur< levels. MESE DRAYAN('$ MUST BE CHECKED BY ME CUSTOMER OR CONTRACTOR. ANY ERRORS Of OMISSIONS MUST SE REPORTED IN WRITING P NdiNERCA BUILDING SYSTEMS INC. PRIOR T( COMMENCEMENT a CONSTRUCTON. THESE DRARNGS MUST NOT BE SCALED. ' THIS ORANMG IS ME PROPERTY OF N.B.S.I. AND CAN NOT BE REPRODUCED )MMWT DUI WRITTEN PERMISSION. ME REFERENCE 'BY OTHERS" MEANS "N( INCLUDED IN THE NORMERICA PACKAGE". HOSED FOR PoRRR' 092& gQ IO81E0 FOR BAG. REVIEW 09/03 2 MOILED FOR FINAL REVEAL 0M6r Q196UED FOR REVIEW 00/17/1 REV. DESCRIPTION DAt DOOR Sff8 GIVEN ARE FOR ACTUAL DOORS, NOT FOR RIGH OF'ENMYaB. CONTRACTOR TO PROVIDE R7UG4 DREAMS FOR FRAME 1 SHAMMI NOR'ERIGA dGGE6ro aDo1NG !" To WONT ( TO WEIGHT FOR FRAIRG RC1GH OFENIWi. ANTERIOR DOOR BCNEWLE eeA-4.f CMR tlH6D Dggb _ I Y-0` x b'•Y A 7'-0' x 6'-0' 1 PM 6'•D' D 7'-6 ' x 6 '-6° 7 PM 4 -- x 6'-8' IPA 6'•4)' P Y-0• x 6'-8 ' 1 PA $ITIIL1U181 O W CO ') NOfcriIERICA BUILDING SYSTEMS IN PR ---. MAROLT -VER 2 RESIDENCE ASPEN, CO, USA (CUSTOM TYLE BASEMENT PLAN AND FOUNDATION DETAILS CHECKED By U DALE AUG mR0 DRAWN BY PAGE N0. D. BICCMGHA1 s� AS NorED A-1 a 13 lO�•S Y. � q ` z '� M O O F NOfcriIERICA BUILDING SYSTEMS IN PR ---. MAROLT -VER 2 RESIDENCE ASPEN, CO, USA (CUSTOM TYLE BASEMENT PLAN AND FOUNDATION DETAILS CHECKED By U DALE AUG mR0 DRAWN BY PAGE N0. D. BICCMGHA1 s� AS NorED A-1 a 13 n STAIR SECTION DETAILED RE -BAR LOCATIONS ON RE -BAR A-3 1/4" a I'-0" SCHEDULE SHEET SITE APPLIED 7'x6' I -w PINE SHNiLE MOLD J'Aa• RS PRE STEP FASCIA ON 7'kb" RS PSE FASCA ON 7'z8 1/4" SMI FAWA 1'x6' PRE V -JOINT SNIPLAP SOFFIT ON I 7°x4' LADDER SOFFIT FRAMING EXTERIOR WINDOW / DOOR SCHEDULE SIDING BY OBER R-24'6JPERWALL PA EI. FINISHED FLOOR I 1 QTY DOOR OR WINDOW MODEL ROUGH )PhENING COMMENTS 6 MIL POLI ".BARBER 1 GC7242 SL - R.M.O. NOMINAL 4"10' -IL- J05i8 I INTERIOR WALL FMIBM (BT OTHERS) 77"46 1/2" I NREC. ROOM 1 NSB" PINE TNG CEILING FMIBN 77" x46 1/2` R.M.O. BEDROOM 5 1 GC7242 RS 6 MIL. POLY VAPOR BARRIER R.M.O. m BASEMENT T�I 210 PA 9-35 RIGID NBILATION 2 $TICK ROOF. a GABLE OVER MASTER BEDROOM 7Sa• RAFTERS • W' O.O. 5/E" SHEATHING N WWATER SHETLD AT A-3 I" s 1'-0" 5W YR CERTANTEED BMANGLE6 EXTERIOR WINDOW / DOOR SCHEDULE FLOOR AREA FINISHED FLOOR ROOM - QTY DOOR OR WINDOW MODEL ROUGH )PhENING COMMENTS BEDROOM 4 1 GC7242 SL 77" x 46 I/2" R.M.O. w REC. ROOM I GC7242 SL 77"46 1/2" R, M.O. NREC. ROOM 1 GC7242 RS 77" x46 1/2` R.M.O. BEDROOM 5 1 GC7242 RS 77- x 46 1/2" R.M.O. m BASEMENT I 210 PA POWDER 151614-2 43 3/4" x 38 3/16" BREAKFAST ROOM I CF0050610 65 7/16 -A83 - 'AB "NOOK I NOOK I DCS2014 6 3/8"x38 3/16• 21_5i/§" MASTER BEDROOM i CFOD 0610 7/I MASTER BEDROOM I 0152428 30-3/81'x66-3/16" MASTER BEDROOM I DCS2828 34.3/8"x66-3/16" ENSVITE 2 1 DCS2822 34-3/8"x54 3/16- .TEMP. LIVING ROOM 3 OCS2828 34 3/8'x66 3/16' LIVING ROOM I DCS2828-2 67 3/4"x66 3/16' DINING ROOM 1 DC52628 34 3/8" x 66 3/16" DINING ROOM I DCS2828-2 67 3/4'x66 3/16" DINING ROOM I CFOD50610 65 7 I " Do KITCHEN I DCS1614-3 65 I/8." x 38 3/16" MUD ROOM 2 DCS1614.2 43 3/4"x38 3/16' I` MUD ROOM I E262 STEEL DOOR 38 5/8"02 1/2" of LAUNDRY I DCS1614-1 22 3/8" x 38 3/16" w 8 DROOM 2 1CC 6 C -IL 37"x4l I VT6` BEDROOM 2 1 AC2024-I 21 II/16` x 25" CUSTOM UNIT BATHROOM I CC3236-IR 33 11/16"x11 11/16" BATHROOM I CC3236-IL 33 11/16'x37 11/16' BATHROOM I AC3232-IF 33 11/16'x33 11/16" o BEDROOM 3 2 AC2024-1 21 II/16' A 25" CUSTOM UNIT o BEDROOM 3 1 CC3252-IL 33 II/16"03 11/16" BEDROOM 3 1 113252 -IR 33 11/16"x53 11/1 ' o CLOSET 1 AC2024-IF 21 11/16• x 25' CUSTOM UNIT p ABOVE 6 A 3 -IF 33 11/16'x 3 II/16" w CLOSET 1 r2 24 - 21 II/16` x 29" CUSTOM UNIT oo GA G RAGE DG51614• 3/4"6 /1 " w GARAGE A02420-2 49` x 21 II/16" Q GARAGE 0151614-2 43 3/4"x38 3/16" ce GARAGE I 526 HALF LITE 38 5/8" x 82 1/2" FIREPLACE RECOMMENDATION NOTE: All combustion oppli.— muet be aaro- dynamically uncauDlW.•• Example: All Wood Stows: Mual hove exlM« cpnbualim ok NNplied dlrec5y to fnboc Fk.gan Must neve glass do«a ark axlMl« —N.tion ab suPPIIe,I dlrsetly Io Fret-. Ga" F—= Must be powered draft: a Induced dr.R; « high eff kocy cmdm ,g gm « pubo combuelloo. OF Fumacee: Muet IN, po"ered Mon: « Induced droll: « highe;fidmcy candI a. •• Net YI lumced by intai or air preae«e or alert« & Rona Mg devices(Ime, dry_ lmn-Wk, etc.) 6ALV. ALUINSH DRP EOGE Px3' SWWLE MOULD 718' RS. PINE STEP FASOA ON 2x10" It$ FINE FASCIA ON ]SS• SIE FASOA 11 - ME V•JOIM 64PLAP 608 Ilk GMT141i SAYS VE 4 T/O PANEL B0ID0' 30" N' PBL BENT INWALL W/ 71D' NAILER AND IR" SPACER T10 PANEL� 4 STICK ROOF s SAVE OVER MASTER BEDROOM 3 FIRST FLOOR PLAN A-3 1/4° a I'-0" 3/4' PLYWIOOD SUBFLOOR 1/6' TENTEST BOARD I•x6' POE T, CEILING FINISH - SPACE FOR RH4N6 PLUMBING DEEP x 3/4" WIDE REVEAL 6'z6' BEAM NOMINAL 4x8.0.008 JOBTB 116' PINE T, CELS, FINISH PLUMBING CHA5E IN TIMBER FLOOR SYSTEM s SUGGESTED DETAIL FOR PLUMBIN63 A•3 I" a P.011 ISSUED FOR PERMIT/ BIDDING Good bOdmy practio --gee the P_43fon of a canlraed echtagm syalem fo U" control of Interior ak Vdily and etwiw obture levels. THESE DRAMNG5 MUST BE CHECKED BY IML CUSTOMEROR CONTRACTOR. ANY ERRORS OR MISSIONS MUST BE REPORTED IN MRIRNG TO NMMERICA BUILDING SYSTEMS INC. PRIOR TO COMMENCEMENT M CONSTRUCTION. THESE DRAWINGS MUST NOT BE SCALED. THIS DRAWING IS THE PROPERTY O N.B. S.I. AND CAN NOT BE REPRODUCED WTHOUT OUR WRITTEN PERMISSION. THE REFERENCE "BY OTHERS' MEANS `NOI INCLUDED IN THE NORMERICA PACKAGE', I /+1 ISSUED FOR PEWIT 05115/2 Q ISSUED FOR ENG REVIEW 0L0314 7 (SSU®IgtFN41 REv1EL 08!15/2 Qj 16611ED FOR REVIEW 05)D/0 REV. DESCRIPTION DATE DOOR SISE861VEN ARE FOR ACTUAL DOORS d NOT FOR ROUSH OPI NNG8. CONTRACTOR TO PROVIDE ROOM OPENING FOR FRAME N SAWN FDR•ERCA SIGGESTS ADOW, 3- TO WIDTH N J' TO NEKHT FOR FRA!'" RD" OFENN 5m INTERIOR DOOR SCHEDULE eacte Dpols ee""' p00Ra I T-0• . b'-8' A T-0' z i' -S' 7 PANE z 6'-6' B 1'•6' x b'-8' J PARE S 7'-6' z 6'.8' C 3'--x' ' x b' -S' 7 PANE t i'-6' n 6'-6' 4'•0' n 6'-6' 4 PMR 5 1'-10' x b' -B' E !'-C z W-8' . 4 PMS 6 3'•0" z 6b' F 6'•0' z b'•B" 4 PANT FLOOR AREA FINISHED FLOOR AREA-: BASEMENT: 1112 wn FIRST FLOOR 579 wrt SECOND FLOOR / LOFT: 465 wft THIRD FLOOR: WA 5"PSON LSBU 26 TOTAL. 7566 sqn UNFINISHED FLOOR AREA-: BASEMENT: WA GAR40E: '04""' TOTAL. 504 wn EXTERIOR USABLE AREA: PORCH, 631 wrt DECK, 115 wn .na�.��:...:...r..a orALwn 6ALV. ALUINSH DRP EOGE Px3' SWWLE MOULD 718' RS. PINE STEP FASOA ON 2x10" It$ FINE FASCIA ON ]SS• SIE FASOA 11 - ME V•JOIM 64PLAP 608 Ilk GMT141i SAYS VE 4 T/O PANEL B0ID0' 30" N' PBL BENT INWALL W/ 71D' NAILER AND IR" SPACER T10 PANEL� 4 STICK ROOF s SAVE OVER MASTER BEDROOM 3 FIRST FLOOR PLAN A-3 1/4° a I'-0" 3/4' PLYWIOOD SUBFLOOR 1/6' TENTEST BOARD I•x6' POE T, CEILING FINISH - SPACE FOR RH4N6 PLUMBING DEEP x 3/4" WIDE REVEAL 6'z6' BEAM NOMINAL 4x8.0.008 JOBTB 116' PINE T, CELS, FINISH PLUMBING CHA5E IN TIMBER FLOOR SYSTEM s SUGGESTED DETAIL FOR PLUMBIN63 A•3 I" a P.011 ISSUED FOR PERMIT/ BIDDING Good bOdmy practio --gee the P_43fon of a canlraed echtagm syalem fo U" control of Interior ak Vdily and etwiw obture levels. THESE DRAMNG5 MUST BE CHECKED BY IML CUSTOMEROR CONTRACTOR. ANY ERRORS OR MISSIONS MUST BE REPORTED IN MRIRNG TO NMMERICA BUILDING SYSTEMS INC. PRIOR TO COMMENCEMENT M CONSTRUCTION. THESE DRAWINGS MUST NOT BE SCALED. THIS DRAWING IS THE PROPERTY O N.B. S.I. AND CAN NOT BE REPRODUCED WTHOUT OUR WRITTEN PERMISSION. THE REFERENCE "BY OTHERS' MEANS `NOI INCLUDED IN THE NORMERICA PACKAGE', I /+1 ISSUED FOR PEWIT 05115/2 Q ISSUED FOR ENG REVIEW 0L0314 7 (SSU®IgtFN41 REv1EL 08!15/2 Qj 16611ED FOR REVIEW 05)D/0 REV. DESCRIPTION DATE DOOR SISE861VEN ARE FOR ACTUAL DOORS d NOT FOR ROUSH OPI NNG8. CONTRACTOR TO PROVIDE ROOM OPENING FOR FRAME N SAWN FDR•ERCA SIGGESTS ADOW, 3- TO WIDTH N J' TO NEKHT FOR FRA!'" RD" OFENN 5m INTERIOR DOOR SCHEDULE eacte Dpols ee""' p00Ra I T-0• . b'-8' A T-0' z i' -S' 7 PANE z 6'-6' B 1'•6' x b'-8' J PARE S 7'-6' z 6'.8' C 3'--x' ' x b' -S' 7 PANE t i'-6' n 6'-6' 4'•0' n 6'-6' 4 PMR 5 1'-10' x b' -B' E !'-C z W-8' . 4 PMS 6 3'•0" z 6b' F 6'•0' z b'•B" 4 PANT 6D6G BY ONEIRB 8.74 %UPERUALL' PANEL 6 MIL POLY VAPOUR BARRIER INTERIOR WALL FROM (BY OTHERS) METAL AF RON FLASHIM !0 YR CERTANTEED N AW.I.E6 5"PSON LSBU 26 ICE N WATER SNEILD USE 10 r S I/I° NA1L6 N 5 518' ROOF WEATNFG ] 16' RAFTERS • IS G Pee NI0 NAILS ASTRO 60 RCOW VENT 135 RGID INSULATKN 6 MIL. HOLT VAPOUR BAFFLER 116• PRE TM3 WLNG FINISH O CL NOMINAL 4•x8' GEILNG "STS 7'W' 61TE.APPLIED RAFTER PLATE q -Sh'PSON" H3 /'RENd1N' 8T0 TIE WITH dN10 NAI -6 5 N' EOMI WEDGE BETWEEN RAFTERS ICE AND WATER SHIELD 1 I I )-- rsTR1BUTGR NORMERICA BUILDMG SYSTEMS M( I I I I I I 6ALV. ALUINSH DRP EOGE Px3' SWWLE MOULD 718' RS. PINE STEP FASOA ON 2x10" It$ FINE FASCIA ON ]SS• SIE FASOA 11 - ME V•JOIM 64PLAP 608 Ilk GMT141i SAYS VE 4 T/O PANEL B0ID0' 30" N' PBL BENT INWALL W/ 71D' NAILER AND IR" SPACER T10 PANEL� 4 STICK ROOF s SAVE OVER MASTER BEDROOM 3 FIRST FLOOR PLAN A-3 1/4° a I'-0" 3/4' PLYWIOOD SUBFLOOR 1/6' TENTEST BOARD I•x6' POE T, CEILING FINISH - SPACE FOR RH4N6 PLUMBING DEEP x 3/4" WIDE REVEAL 6'z6' BEAM NOMINAL 4x8.0.008 JOBTB 116' PINE T, CELS, FINISH PLUMBING CHA5E IN TIMBER FLOOR SYSTEM s SUGGESTED DETAIL FOR PLUMBIN63 A•3 I" a P.011 ISSUED FOR PERMIT/ BIDDING Good bOdmy practio --gee the P_43fon of a canlraed echtagm syalem fo U" control of Interior ak Vdily and etwiw obture levels. THESE DRAMNG5 MUST BE CHECKED BY IML CUSTOMEROR CONTRACTOR. ANY ERRORS OR MISSIONS MUST BE REPORTED IN MRIRNG TO NMMERICA BUILDING SYSTEMS INC. PRIOR TO COMMENCEMENT M CONSTRUCTION. THESE DRAWINGS MUST NOT BE SCALED. THIS DRAWING IS THE PROPERTY O N.B. S.I. AND CAN NOT BE REPRODUCED WTHOUT OUR WRITTEN PERMISSION. THE REFERENCE "BY OTHERS' MEANS `NOI INCLUDED IN THE NORMERICA PACKAGE', I /+1 ISSUED FOR PEWIT 05115/2 Q ISSUED FOR ENG REVIEW 0L0314 7 (SSU®IgtFN41 REv1EL 08!15/2 Qj 16611ED FOR REVIEW 05)D/0 REV. DESCRIPTION DATE DOOR SISE861VEN ARE FOR ACTUAL DOORS d NOT FOR ROUSH OPI NNG8. CONTRACTOR TO PROVIDE ROOM OPENING FOR FRAME N SAWN FDR•ERCA SIGGESTS ADOW, 3- TO WIDTH N J' TO NEKHT FOR FRA!'" RD" OFENN 5m INTERIOR DOOR SCHEDULE eacte Dpols ee""' p00Ra I T-0• . b'-8' A T-0' z i' -S' 7 PANE z 6'-6' B 1'•6' x b'-8' J PARE S 7'-6' z 6'.8' C 3'--x' ' x b' -S' 7 PANE t i'-6' n 6'-6' 4'•0' n 6'-6' 4 PMR 5 1'-10' x b' -B' E !'-C z W-8' . 4 PMS 6 3'•0" z 6b' F 6'•0' z b'•B" 4 PANT PROJECT FILE N 0696-04 MAROLT - VER 2 RESIDENCE ASPEN, CO, USA (CUSTOM) TITLE FIRST FLOOR PLAN STAIR SECTION AND DETAILS CHECKED BY RJ DATE AUG 10001 DRANK BY PACE N0. D. BLOK.W"All s UE AE—D A-3 a 13 Tc O x a W in e `' DO O CL q VQ. I rsTR1BUTGR NORMERICA BUILDMG SYSTEMS M( PROJECT FILE N 0696-04 MAROLT - VER 2 RESIDENCE ASPEN, CO, USA (CUSTOM) TITLE FIRST FLOOR PLAN STAIR SECTION AND DETAILS CHECKED BY RJ DATE AUG 10001 DRANK BY PACE N0. D. BLOK.W"All s UE AE—D A-3 a 13 Tc W GAL, TOW SCREW THROUS4 ROM SYSTEM NTO ONE RAFTERS WEATWM JOINT 1 ENDS OF LOCKOUTS NOT 7O BE CONCIDENT i/ FASTEN TOP LF LOCKOUTS W 8 • 6 SW 4 TOW SCREWS !. 50 YR CERTAINMED MANGLES TLE 1 WATER SHERD M' OSB ROOF SHEATHING A V4• EPS INSULATION MIL POLY VAPOUR BARBER 151` TV. ONE CEILING FINISH 2.0 V4'4'-4• LONG LOOKOUTS •24. OL., ILL VOID BATH - a 14527 N14 -HY PRECUT EPS. INSJLATIO4 R NOMINAL 4'x8' PCE RAFTERS . 24' OL. 3'x5 VT GANONAIL SMEAR PLATE 2-70' SPM•ES PER . 48' NORZ 196- PERI. RAFTER SAGE EPS. NSIIATK.N [LEDGE (T/O BEM/) ICE 4 WATER SHIELD :a IGALV. TOSz I •- R( 37. OL. VERT 1 wmHORZ. 101,251 RIO PANEU I I I PIE BEAM I GAILY. ALUMINUM DRP EDGE l5 - SHINGLE MOULD PINE POST 1 75U0' RA. FSE FASOA WITH R1• T 2'x6' STEP FANCA ON 7'x8 V4• SUBFMCIA RDING BY OWER I —1 OMIT R-74 -OLMMM "PANEL 1 6 MIL POLY VAPOR BARRIER I INTERIOR WALL MEN (BY OTHERS) y- T-4 5/l6' I COLORADO EAVE OVERHANG e CATHEDRAL ROOF A-4 r a p.Oa 50 YR CEIRTANTEED SHINGLE G' GAL V. TOR( SCREW THAN ROOF ICE 4 WATERS EILD 5/6' OSB. ROOF SIEATMI G SYSTEM INTO FRE RAFTER 8 V4' EPA. ROOF NSULAT04 7"x61/456'-4• LONG CONTINUOUS 6 MIL POLY VAPOUR BARRIER LOCKLUrB. 24" OL. PN' PINE TV, CEILING FINISH FILL MID LIM EXTENT OF LOCKOUTS - 8 V4542 LOSM'-0• LONG EPA INSULATION i I` G- PRE SHINGLE MOULD / 256• R6. PRE STEP FASCIA ON \ 2410' R8. PINE FASCA ON z 2'x► V4' S FFASCIA FASTEN LOOKOUTS V 8 RAFTERS 5t6"'O I•P6' TIG6OFFIr TORR SCREWS F.6• TO RAFTERS NOMINAL 45x6• RAFTERS • 2 4' OC, NDMG BY OWNER R•24-SF'EIRWALL- PANEL OlMAP POLY AT LEAST 74' AND SEAL 6 MIL POLY VAPOUR BARRIER SEAMS WIM ACOUSTICAL CUUKRG TO —L INTERIOR WALL FNISH (BY OTHERS) ASSURE VAPOUR EARNER CONTINUITY /-21 COLORADO GABLE OVERHANG 0 CATHEDRAL ROOF CONT6000S 76 GA. PREFINISIED RIDGE CONNECTOR x 12" WADE UV 11/2' LONG SCREWS STAGGERED . W OL. METALLED DIRECTLY TO SHEATHING. U DER SHINGLES I KE 4 WATER S E LD \ N' GANGHAIL SHEAR PLATE `356 / \ • A6' HORL 1 96• VERT. O / JON T OF 06B. SHEATHING 640ULD i \ , o NOT COINCIDE WITH JOINT OF EPS. PANEL I' G SCREW TVAU ROOF � INSULATION TO RAFTER M6LLATKM TO RAPIER / OCP REAMING I �D NOMINAL 4'x8' PRE / RAFTERS . 24. Of, \ 'P6. R70F INSULATION EPA A N J" b MIL POLY VAPOUR BAITER Me TV, CEILING FINISH z CATHEDRAL ROOF A RIDGE A-4 I. • 1'-0" z ISSUED F01 PERMIT/ BIDDING Gadd b0diaq Practice a cmg.. 0. ProNeim Al a c UdMdaw.aigatiaa system the —tral Of intaiar * quant, and. Mie. .nMme INA.. THESE DRAMNGS MUST BE CHECKED BY T CUSTOMER OR CONTRACTOR. ANY ERRORS OMISSIONS MUST BE REPORTED N WRITING NORMERICA BUILDING SYSTEMS INC. PRIOR COMMENCEMENT OF CONSTRUCTION. MESE DRARNGS MUST NOT BE SCALED. TMS DRA'MNG IS ME PROPERTY OF N.B S. AND CAN NOT BE REPRODUCED WTMOUT f WRITTEN PERMISSION. THE REFERENCE 'BY OTHERS' MEANS INCLUDED IN THE NORMERICA PACKAGE ESIED FOR PER'IR 09/. Q ISSUED FOR ENG. REVE SSUW 09A QIED FOR FRAY RENEW 0& EGED FOR IEVEW A2& REV. DESCRIPTION [ y C �y� c W � t C •. T'J T a LU a �i 50 YRCERTAMEED SUNGLE 1 TLE 1 WATER SHETLD q° GALv88IE0 TOR%BCIEW HHRH RWF 6 MIL POLY VAPOR SAMWER INTERIOR WALL FINISH (BY OTHERS) + 18 i OCP REAMING SYSTEM INTO PEE RAFTER STEP FLASHING 4'x8' CENTER RES Js 46. a V4 CONT P6• 'P6. R70F INSULATION EPA A N J" b MIL POLY VAPOUR BAITER Me TV, CEILING FINISH z 756 V4`A'-4'LONG LOOKOUTS . 74° OL. FILL V010 UTM FAT PSE SHINGLE MOULD z 756' R6.PRUE STEP FASCIA ON EXTENT OF LOOKOUTS RESIDENCE 8 W" 67W -O' LONG ASPEN, CO, USA (CUSTOM) 0 D�Y 7'1610' SLBFA6OA EPA. NSI-ATION 156• PIE Tw 6(k FR ON 1 I i F-6. J'xs 14LADDER FRAME • 16'04, + 7NO 114• NALLER IW VJ• FLY SPACER .ISO' PIE 6HMSLE MOULD 456' DIAD. AS 1/t•F p• LAG SOL78 RDNG ST OWNER R•24 1UPERWALL' PANEL 2'M1' RA PINE STEP FASCIA ON T 6 FALSE GABLE OVERHANG A-4 I. • I' -0x 25 0' R6. PCE FASCA ON 151' 15ORCM CHOPfm Sr 7Y6 V4• SUBFA60A e eI I I ROMNAL P 151' Tw SOFIT 6 24 RMTERB.24'OL. Y-5 M. L OVERLAP POLY AT LEA67 74• Alb SERI. SEMS WRTN AOCUSTICAL CMLK6G f0 —{. p.6• ASSII! VAPOUR BARBER CONTINUITY. UITY. 4'x8" FSE VERTICAL WEB ELEVATION AT 17'0.0- SCALE 2'x10' MAILER SV V7' BRACER 4S6' PSE BOT10M CN01R) 3/8'F x A- LAG s DECORATIVE TRUSS TO PANEL`5649 DOWEL A-4 1°a1'-0° 2'x10' RAILER [LV Ip' SPACER SDBG OBER R -J4 ` UP PANEL POLY POLY A 6 MIL FGAR BARBER INTERIOR WALL FINISH MY OTHERS) ISSUED F01 PERMIT/ BIDDING Gadd b0diaq Practice a cmg.. 0. ProNeim Al a c UdMdaw.aigatiaa system the —tral Of intaiar * quant, and. Mie. .nMme INA.. THESE DRAMNGS MUST BE CHECKED BY T CUSTOMER OR CONTRACTOR. ANY ERRORS OMISSIONS MUST BE REPORTED N WRITING NORMERICA BUILDING SYSTEMS INC. PRIOR COMMENCEMENT OF CONSTRUCTION. MESE DRARNGS MUST NOT BE SCALED. TMS DRA'MNG IS ME PROPERTY OF N.B S. AND CAN NOT BE REPRODUCED WTMOUT f WRITTEN PERMISSION. THE REFERENCE 'BY OTHERS' MEANS INCLUDED IN THE NORMERICA PACKAGE ESIED FOR PER'IR 09/. Q ISSUED FOR ENG. REVE SSUW 09A QIED FOR FRAY RENEW 0& EGED FOR IEVEW A2& REV. DESCRIPTION [ y C �y� c W � t C •. T'J T a LU a �i SDRC BY OTHERS 1 R-24'RPERWALL' PANEL T 6 MIL POLY VAPOR SAMWER INTERIOR WALL FINISH (BY OTHERS) + 18 i co I STEP FLASHING T 5)6' 06D.ROM SNEArHRG qj z O Q FAT PSE SHINGLE MOULD z 756' R6.PRUE STEP FASCIA ON xROJECT FILE E 0691 MAROLT - VER 1 RESIDENCE 25d6' RA PRE RAY.A ON ASPEN, CO, USA (CUSTOM) 7'1610' SLBFA6OA Y 156• PIE Tw 6(k FR ON 1 I F-6. J'xs 14LADDER FRAME • 16'04, + 7NO 114• NALLER IW VJ• FLY SPACER 1 EMBEDDED N PANEL At ON SLOPE I RDNG ST OWNER R•24 1UPERWALL' PANEL 6 MIL POLY VAPOUR BARTER INTERIOR WALL FMBN (6Y OTHERS) T 6 FALSE GABLE OVERHANG A-4 I. • I' -0x ISSUED F01 PERMIT/ BIDDING Gadd b0diaq Practice a cmg.. 0. ProNeim Al a c UdMdaw.aigatiaa system the —tral Of intaiar * quant, and. Mie. .nMme INA.. THESE DRAMNGS MUST BE CHECKED BY T CUSTOMER OR CONTRACTOR. ANY ERRORS OMISSIONS MUST BE REPORTED N WRITING NORMERICA BUILDING SYSTEMS INC. PRIOR COMMENCEMENT OF CONSTRUCTION. MESE DRARNGS MUST NOT BE SCALED. TMS DRA'MNG IS ME PROPERTY OF N.B S. AND CAN NOT BE REPRODUCED WTMOUT f WRITTEN PERMISSION. THE REFERENCE 'BY OTHERS' MEANS INCLUDED IN THE NORMERICA PACKAGE ESIED FOR PER'IR 09/. Q ISSUED FOR ENG. REVE SSUW 09A QIED FOR FRAY RENEW 0& EGED FOR IEVEW A2& REV. DESCRIPTION [ y C �y� c W � t C •. T'J T a LU a �i TITLE SECOND FLOOR PLS AND ROOF DETAILS CHECKED BY RJ DATE AUG 10 DRAWN BY PAGE NO. D: DUCKNGlIAM SfAtf AS NOTED A-4 OP 18 i co 0 0 a. qj z O Q � z 7BTRBUTOR NOWERICA BUILDING SYSTEM: xROJECT FILE E 0691 MAROLT - VER 1 RESIDENCE ASPEN, CO, USA (CUSTOM) TITLE SECOND FLOOR PLS AND ROOF DETAILS CHECKED BY RJ DATE AUG 10 DRAWN BY PAGE NO. D: DUCKNGlIAM SfAtf AS NOTED A-4 OP Wiring to Circuit Breaker Pane/ Waste Line from Bldg. Connects to Bldg. Vent System Alarm and Connection Box Gravity Wye and/or Ejector Pump effluent connection II Ejector Pump Effluent line if required 75 ” - (EFFECTIVE LENGTH) NATIVE BACKFILL 4" PVC PERFORA 72" MIN DISTRIBUTION LINE e�:,Y%2 i � 72" �_ 34 -�� UID*rA' FD UL —_ -- CONTRACTOR SHALL VERIFY THE INFILTRATOR DIMENSIONS CONTACT ENGINEER IF AN ALTERNATE " INVERT PRODUCT OR tNFILTRATOR OF G. S J Lr, (! i l DIFFERENT DIMENSIONS THAN SHOWN PLLIG ARE ORDERED. H-10 STANDARD FIELD N.T.S. Underground Cables for Pump and Alarm Control \Ilxlli Riser Pipe --- Access 14 " Mini 4 SDR 35 PVC (Slope = 29 Min.) 1,000 Gallon Concrete Unbaffled Septic Tank 4" Class 6 Aggregate Base Compacted to 959 Mod. Proctor GENERAL NOTES 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE 2001 PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. LOCATION OF THE TRENCH MAY BE ADJUSTED IN THE FIELD TO MINIMIZE CONFLICTS WITH EXISTING VEGETATION, PROVIDED ALL SETBACKS ARE MET. FILL AREAS AND AREAS REQUIRING RE—GRADING SHALL BE AVOIDED. CONTRACTOR SHALL VERIFY THAT LAYOUT ACCOMMODATES SITE SLOPE. AND STRUCTURAL/PLUMBING ELEVATIONS 3. PIPING IN THE ISDS SYSTEM SHALL BE STANDARD SEWER PIPE ASTM D3034, EXCEPT AS NOTED. 4. THE AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASS TO PREVENT EROSION OR SHALL BE COORDINATED WITH THE LOT LANDSCAP".G. 5. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES 'IATHIN 6" OF FINISHED GRADE. 6. SDR -35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5') FROM THE INLET AND OUTLET ENDS. 7. AN OSI BIOTUBE EFFLUENT PUMP WITH FILTER SHALL BE PART OF -HIS PACKAGE. THE CONTRACTOR SHOULD INCLUDE ALL PIPING, WIRING AND ELECTRICAL/COrdTROLS FOR THIS SYSTEM. 8. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (o) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM IS INSTALLED TO PREVENT FREEZING OF ALL GRAVITY SEWER LINES. 9. THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THS ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 10. THE FOLLOWING PREVENTATIVE MAINTENANCE SCEDULE IS RECOMMENDED TO LIFE OF THE ISDS SYSTEM: A. PUMP THE SEPTIC TANK AT LEAST ONCE EVERY TWO EARS. B. CHECK PLUMBING FIXTURES ON A REGULAR BASIS AND REPAIR ALL LEAKS WHICH CAN ADD SUBSTANTIAL AMOUNTS OF WATER TO THE SYSTEM. 11. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE PROPOSED DISFIOSAL TRENCHES. 12. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS THAT MAY EFFECT THE LOCATIONS OF THE ISDS FACILITIES DRAWN. VERIFICATION I'; TO BE MADE WITH THE OWNER AND THE AFFECTED UTILITY COMPANIES. 13. SUBSTITUTION OF MATERIALS (I.E. PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED VERIFICATION AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH OFFICER IS OBTAINED. 14. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WATER, SE„'ER, GAS, PHONE, ELECTRIC, CABLE, ETC.) ARE SHOWN ON THE DRAWINGS, THE CONTRA, iOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES P -=ORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION C UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIE LOCATED BUT NOT SHOWN IN DRAWINGS. 15. FOII_OW ALL CDH (COLORADO DEPARTMENT OF HEALTH) REGULATI,.r,S AND PITKIN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH FOR WATER AND SEWER Ulf!- CROSSINGS. 16, CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFERENCES IN ELEVATIONS SO THAT GRADES CAN BE ADJUSTED. EXISTING AS—GUILTS SHALL BE GIVEN TO THE CONTRACTOR AND ARE AVAILABLE AT THE B,(GINEER'S OFFICE FOR REVIEW FOR BIDDING. 17. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 18, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THIS PLAN WI Ii LANDSCAPING, MECHANICAL, PLUMBING PLANS PRIOR TO INSTALLATION. ENSURE WATER SERVICES ARE KEPT 10' FROM SEPTIC SYSTEM APPURTENANCES OR SLEEVE THE WATER LINE ih SCHEDULE 40 PVC WHERE THE WATER SERVICE IS WITHIN 10 FEET OF SEPTIC SYSTEM ITEMS. 19. *'SPECIAL NOTE CONCERNING ADVANTEX FILTER SYSTEM'* WHILE AT THE TIME OF THIS SUBMITTAL THIS FILTERING SYSTEM WAS NOT REQUIRED BY EITHER THE STATE OR THE COUNTY, IT IS RECOMMENDED THAT HOMEOWNER'S SERIOUSLY CONSIDER THIS ADDITIONAL FEATURE, THE INTENT OF THE FILTER IS TO BRING THE C. FL,CNT TO CLEANER, NON—POLLUTING LEVEL WHICH WOULD EXTEND THE LIFE OF THE LILAC', FIELD. REGARDLESS, AT A MINIMUM WE RECOMMEND, AND HAVE SHOWN A LAYOUT AS SUCH, PRCVIDING SPACE FOR AN ADVANTEX FILTER SYSTEM (OR EQUIVALENT). PUC Access Riser Electrical & insulated Lid (24" 0) Ili llxdli 1$" 0 Polyethylene Force Main to leachfield (f100 LF) AdvonTex Filter Tank 24 " (See note 19) , u Orenco Siatube Pump Vault (VU 57-1819, O ) 4 ..j - ALARM .... 7 ON _ 4 4" SDR -35 PVC from 561 Gallons 7 - 1,000 Gal. Septic Tank _ _ -_ _ OFF ___ 4'-7" 4 " SDR -35 PVC to (Slope = 29 Min.) 1,250 Gal Interceptor Tank If (Slope = 29 Min.) Copeland Concrete, Inc. 25 " -`- 2 1,250 Gallon Baffled Interceptor Tank _a 4" Ciass 6 Aggregate Base J / Compacted to 959 Mod. Proctor / 4" Diameter Baffle �/ Penetration Orenco Low Head Effluent Pump TYPICAL INS7ALLA TION OF TANKS, POMP & CONTROLS « Hp, P300511, OAE) NOT TO SCALE ALLOW EXTRA CABLE ON POWER & ALARM CABLES 2'-3" 2" i J Lr, (! i l s PLLIG ; . "-, �: _ CRITERIA: LOCATION: W/J RANCH, FILING 2 ON # BEDROOMS 5 LOWER BULLWINKLE ROAD OFF McLAIN FLATS LOCATE SEWER CLEANOUT AT ALL PITKIN COUNTY, COLORADO BEDROOM 2 45 PVC USE (GPD) 100 CTL Thompson report indicates uniform ' ! r�'�A P r ��. P� HORIZONTAL CHANGES IN ECROW HOUSE/LOT USAGE PER DAY (Q) 17-5- -01 GPD DIRECTION GREATER THAN 45• FROM GEOTECH _ PROFILE SEEPAGE _ OR AERACAL CHANGES IN DIRECTION (ft from surface) (min/in) 13 ft 22 min/in SIZE ABSORPTION BED; GOING FROM STEEPER PIPE SLOPE TO \ 22.0'min/in SEEPAGE AREA REQ= A = (Q/5)*(t)^'/2 SHALLOWER PIPE SLOPE GRAVELLESS CHAMBERS REDUCTION (.7)= 1149.2,SF SPECIFIED AREA OF CHAMBER = 15.5 SF 75" X 34" NUMBER OF CHAMB. REQUIRED 1 74.1 4 PVC 45 PVC HORIZONTAL WYE OR WYE EL60W FLOW" FLOW O - _ CLEAN-OUT DETAIL Underground Cables for Pump and Alarm Control \Ilxlli Riser Pipe --- Access 14 " Mini 4 SDR 35 PVC (Slope = 29 Min.) 1,000 Gallon Concrete Unbaffled Septic Tank 4" Class 6 Aggregate Base Compacted to 959 Mod. Proctor GENERAL NOTES 1. ALL MATERIALS, INSTALLATION PRACTICES, SETBACK REQUIREMENTS, ETC., SHALL COMPLY WITH THE 2001 PITKIN COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS. 2. LOCATION OF THE TRENCH MAY BE ADJUSTED IN THE FIELD TO MINIMIZE CONFLICTS WITH EXISTING VEGETATION, PROVIDED ALL SETBACKS ARE MET. FILL AREAS AND AREAS REQUIRING RE—GRADING SHALL BE AVOIDED. CONTRACTOR SHALL VERIFY THAT LAYOUT ACCOMMODATES SITE SLOPE. AND STRUCTURAL/PLUMBING ELEVATIONS 3. PIPING IN THE ISDS SYSTEM SHALL BE STANDARD SEWER PIPE ASTM D3034, EXCEPT AS NOTED. 4. THE AREAS DISTURBED BY CONSTRUCTION SHALL BE RESEEDED WITH NATIVE GRASS TO PREVENT EROSION OR SHALL BE COORDINATED WITH THE LOT LANDSCAP".G. 5. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES 'IATHIN 6" OF FINISHED GRADE. 6. SDR -35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE OF AT LEAST FIVE FEET (5') FROM THE INLET AND OUTLET ENDS. 7. AN OSI BIOTUBE EFFLUENT PUMP WITH FILTER SHALL BE PART OF -HIS PACKAGE. THE CONTRACTOR SHOULD INCLUDE ALL PIPING, WIRING AND ELECTRICAL/COrdTROLS FOR THIS SYSTEM. 8. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO ASSURE THAT (o) SEPTIC TANK AND SEWER LINES ARE COMPLETELY WATER TIGHT, AND (b) THE SYSTEM IS INSTALLED TO PREVENT FREEZING OF ALL GRAVITY SEWER LINES. 9. THE PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT AND THS ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH. 10. THE FOLLOWING PREVENTATIVE MAINTENANCE SCEDULE IS RECOMMENDED TO LIFE OF THE ISDS SYSTEM: A. PUMP THE SEPTIC TANK AT LEAST ONCE EVERY TWO EARS. B. CHECK PLUMBING FIXTURES ON A REGULAR BASIS AND REPAIR ALL LEAKS WHICH CAN ADD SUBSTANTIAL AMOUNTS OF WATER TO THE SYSTEM. 11. NO VEHICULAR TRAFFIC SHALL BE ALLOWED ON THE PROPOSED DISFIOSAL TRENCHES. 12. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS THAT MAY EFFECT THE LOCATIONS OF THE ISDS FACILITIES DRAWN. VERIFICATION I'; TO BE MADE WITH THE OWNER AND THE AFFECTED UTILITY COMPANIES. 13. SUBSTITUTION OF MATERIALS (I.E. PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED VERIFICATION AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH OFFICER IS OBTAINED. 14. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WATER, SE„'ER, GAS, PHONE, ELECTRIC, CABLE, ETC.) ARE SHOWN ON THE DRAWINGS, THE CONTRA, iOR SHALL CONTACT ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES P -=ORE ANY WORK BEGINS. CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION C UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIE LOCATED BUT NOT SHOWN IN DRAWINGS. 15. FOII_OW ALL CDH (COLORADO DEPARTMENT OF HEALTH) REGULATI,.r,S AND PITKIN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH FOR WATER AND SEWER Ulf!- CROSSINGS. 16, CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFERENCES IN ELEVATIONS SO THAT GRADES CAN BE ADJUSTED. EXISTING AS—GUILTS SHALL BE GIVEN TO THE CONTRACTOR AND ARE AVAILABLE AT THE B,(GINEER'S OFFICE FOR REVIEW FOR BIDDING. 17. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR PARALLEL THE LINE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR, CONTACT ENGINEER SO THAT GRADES CAN BE ADJUSTED. 18, THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THIS PLAN WI Ii LANDSCAPING, MECHANICAL, PLUMBING PLANS PRIOR TO INSTALLATION. ENSURE WATER SERVICES ARE KEPT 10' FROM SEPTIC SYSTEM APPURTENANCES OR SLEEVE THE WATER LINE ih SCHEDULE 40 PVC WHERE THE WATER SERVICE IS WITHIN 10 FEET OF SEPTIC SYSTEM ITEMS. 19. *'SPECIAL NOTE CONCERNING ADVANTEX FILTER SYSTEM'* WHILE AT THE TIME OF THIS SUBMITTAL THIS FILTERING SYSTEM WAS NOT REQUIRED BY EITHER THE STATE OR THE COUNTY, IT IS RECOMMENDED THAT HOMEOWNER'S SERIOUSLY CONSIDER THIS ADDITIONAL FEATURE, THE INTENT OF THE FILTER IS TO BRING THE C. FL,CNT TO CLEANER, NON—POLLUTING LEVEL WHICH WOULD EXTEND THE LIFE OF THE LILAC', FIELD. REGARDLESS, AT A MINIMUM WE RECOMMEND, AND HAVE SHOWN A LAYOUT AS SUCH, PRCVIDING SPACE FOR AN ADVANTEX FILTER SYSTEM (OR EQUIVALENT). PUC Access Riser Electrical & insulated Lid (24" 0) Ili llxdli 1$" 0 Polyethylene Force Main to leachfield (f100 LF) AdvonTex Filter Tank 24 " (See note 19) , u Orenco Siatube Pump Vault (VU 57-1819, O ) 4 ..j - ALARM .... 7 ON _ 4 4" SDR -35 PVC from 561 Gallons 7 - 1,000 Gal. Septic Tank _ _ -_ _ OFF ___ 4'-7" 4 " SDR -35 PVC to (Slope = 29 Min.) 1,250 Gal Interceptor Tank If (Slope = 29 Min.) Copeland Concrete, Inc. 25 " -`- 2 1,250 Gallon Baffled Interceptor Tank _a 4" Ciass 6 Aggregate Base J / Compacted to 959 Mod. Proctor / 4" Diameter Baffle �/ Penetration Orenco Low Head Effluent Pump TYPICAL INS7ALLA TION OF TANKS, POMP & CONTROLS « Hp, P300511, OAE) NOT TO SCALE ALLOW EXTRA CABLE ON POWER & ALARM CABLES 2'-3" 2" APPROXIMA HOU�E FOOTPRINT & L OCATIQN COORDIN� TE WI H-\ ARCHITEC Al_ SITE DUAL S PTIC PL N \ TANKS ND 1/2 ACRE+ 11 PUMP/FILTER S -PROPERT LOT 32 FOR LOT 32 ISTFIBUTIO BOX POLYL K ESU ALI ZE AT I� INLE OF EACFrFE E-- I� INFILTRA rOR CHAASER �\ AREA, 7 ROWS DI' 11 I I ,,l -w STA 6f6 04 \ \ VMS \ �Ql \\ N F F LOT 66 \� LEACH FIELD SIZING FOR: i 1 s i APPROXIMA HOU�E FOOTPRINT & L OCATIQN COORDIN� TE WI H-\ ARCHITEC Al_ SITE DUAL S PTIC PL N \ TANKS ND 1/2 ACRE+ 11 PUMP/FILTER S -PROPERT LOT 32 FOR LOT 32 ISTFIBUTIO BOX POLYL K ESU ALI ZE AT I� INLE OF EACFrFE E-- I� INFILTRA rOR CHAASER �\ AREA, 7 ROWS DI' 11 I I ,,l -w STA 6f6 04 \ \ VMS \ �Ql \\ N F F LOT 66 \� LEACH FIELD SIZING FOR: W/J RANCH, FILING 2 & 4 6/7/2005 SCHMUESER, GORDON, MEYER LOT #: F___3_21 PROJECT #: 2000252.012 HOUSE SIZING CRITERIA: LOCATION: W/J RANCH, FILING 2 ON # BEDROOMS 5 LOWER BULLWINKLE ROAD OFF McLAIN FLATS # PEOPLE PER PITKIN COUNTY, COLORADO BEDROOM 2 NOTES: USE (GPD) 100 CTL Thompson report indicates uniform PEAK FACTOR 1.75 percolation for depths up to 20 feet CTL Profiles and Perc pits P7-9 HOUSE/LOT USAGE PER DAY (Q) 17-5- -01 GPD FROM GEOTECH _ PROFILE SEEPAGE _ DEPTH RATE (ft from surface) (min/in) 13 ft 22 min/in SIZE ABSORPTION BED; SEEPAGE RATE = t 22.0'min/in SEEPAGE AREA REQ= A = (Q/5)*(t)^'/2 1641.6 SF GRAVELLESS CHAMBERS REDUCTION (.7)= 1149.2,SF SPECIFIED AREA OF CHAMBER = 15.5 SF 75" X 34" NUMBER OF CHAMB. REQUIRED 1 74.1 CONCLUSION FROM CALCULATIONS AND DESIGN INSTRUCTIONS: THEREFORE, USE 77 CHAMBERS BROKEN OUT IN SEVEN ROWS 31. From Buildin to —Leach_FteLd .7' 4" SDR 3 (PING __ _*_ 1_%_. MIN. __.G . - E N A 4 / 39.3Lwch' /e Water LL1n�d ADVANTEX RLTERI VNA ISDS TANK DESIGN 6/21/2005 PITKIN COUNTY Schm ueser, Gordon, Meyer, Inc. Lot/Location: Lot 32 Applicant: Steve Marolt, Owner Lot 32 Building Type: Single Family Home Square Footage: 3000 maximum GPD requirement: 100 gpd Bedrooms: 5 People Per Bedroom: 2` Peaking Factor: 1.75 Design Flow 1750 gpd Avg. Hourly Flow: 72.9'gph 30 hr retention volume: 21$7.5,„gallon tank size Standard septic tank sizes are 1,000, 1,250 and 1,500 gallon tanks .Therefore we specify a 1000 gallon single cell tank and a 1250 two cell second tank. The second tank shall include a Biotube Effluent Pump/Filter system, per County codes. See plans for elevations. See specification package and/or Pitkin County Regulations for tank and leach field requirements.