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pitkin.eh.264322203001 (2005)
Permit # 05057 Pitkin County Environmental Health 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 Parcel ID # 2643-222-03-001 Type of permit New( ) Repair( X ) Addition/Remodel to House( ) Relocate system Name of Owner Megan & Daniel Dangler Street Address 125 Bullwinkle Property legal description Size of lot .388 acres Lot 8A, Block 1, Filing 3, W/J Ranch Homes Subdivision Water source W/J Private Water # of bedrooms in house 5 Caretaker unit # of bedrooms in caretaker unit Total square footage of the house 950 em # 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) FIVE Bedrooms Permit information Designed by Schmueser Gordon Meyer Mailing Address 118W6 1h Glenwood Springs CO 81601 Perc rate 30 Profile hole depth loft Depth to groundwater or bedrock Minimum Septic tank capacity 2188 gallons Minimum Absorption area Comments +10 ft 1917 SF Septic permit approved per compliance with the engineer design and specifications stamped 07-22-05. 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. Design is for one 1000 gallon one -compartment septic tank followed by a 1250 gallon two-compartment septic tank with a Biotube Effluent Pump/filter. Effluent is pumped to a drywell 30 ft by 30 ft by 10 ft deep. 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 encouraged Permit approved by: � - Date: / Plans and specifications of the p posed individual, sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings must be includedyuith this permit before the final approval will be issued. Installer: Final approval: &A.14 ioVi 'v� �C_ Date: % b 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 L- +C Owner's Mailing Address P6 Z 3 City, State, Zip et -n Co AIKIZ Business Phone: �%?� - ` l al Home Phone: E-mail Address: 5DeF0-��c� �sae.s ►�%ti�si-S.ce+t Primary Contact Person (all communication regarding this permit will go through this person) Name NiGt4 L-A S A. S E ---1+J Company 5 (- p+. VA.V a -S s.rt G 45 rLpe e4 w• E -y t-�L Contact Mailing Address It 's aLL Si 1 L 20 o Cit ,State, Zip �� t -w0 S?US (o `� 1 La t Business Phone Cell Phone: Q7J Fax:(g7o) 1115-S9y8 E-mail Address: Nlc►e-5 6;s4r K-l"e - ouc•2 Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org ) Building Permit # (if available) Street address of property 12. 5 e c. I I w i Legal Description: Lot 4A A ,Block I_ ,Filing 3 Subdivision Size of lot: ,3 j S acres. Type of proposed structure: /UG art t Total square feet of house 950 # 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 (X ) If community system: Name of system W /1 �,r-; %I q 5 y51e1M 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. � 11 The Pitkin County Environmental Health epa e , Pitki Coui should the individual sewage disposal s ste ai or mal nction. the applicant or his/her representative . Th o er as mes f id employees of these agencies will be held harmless permit to construct is issued on information submitted by msibility in case of failure of the system. I:&?- Signature ee Signature of app icant •� l.�wt Received by 6Receipt # 0 .� LLC- Date 6 3 fur•! o� ( - DateI P4 (� Pitkin County Environmental Health Department Contact Log Sheet i Parcel ID#: Address: --Person Spoken To Commentp,/ Action to be Taken _ _ •� v ✓FA iLPKII FA-,PC 40*A � Page 1 of 1 Nancy Mackenzie From: Nancy Mackenzie Sent: Tuesday, April 08, 2008 8:08 AM To: Jim Austin; Vicki Monge Cc: 'Jodie Fielding' Subject: RE: Dangler, W/J Lot 8A 125 Bullwinkle Circle oV Jim, I received the floor plans from Jodi. They indicate 3 bedrooms plus a potential fourth in the basement because a future full bath is shown. The existing septic for this half of the duplex is sized for five bedrooms, so we are okay for you to issue a building permit for this new half of the duplex. Nancy From: Jim Austin Sent: Tuesday, April 08, 2008 7:45 AM To: Nancy Mackenzie Subject: FW: Dangler, W/J Lot 8A 125 Bullwinkle Circle Nancy, I asked Jodi to call EH to confirm that EH was ok with this new permit. As Vicki said, they are demo'ing their old half of the duplex and putting a modular in its place, attaching it to the other half of the old panabode. Modular has four bedrooms. From: Vicki Monge Sent: Monday, April 07, 2008 9:26 AM To: Nancy Mackenzie; Jim Austin Subject: RE: Dangler, W/J Lot 8A 125 Bullwinkle Circle Nancy, We have a permit application in process now for them. They are demolishing their half of the panabode and building a basement and installing a modular. The current permit number is 0024.2008.prbk. The permit application came in using the Septic Waiver. Thanks. Vicki From: Nancy Mackenzie Sent: Monday, April 07, 2008 9:19 AM To: Jim Austin; Vicki Monge Subject: Dangler, W/J Lot 8A 125 Bullwinkle Circle I got a call from Jodi of Galambos Architects. Sounds like they are going for a CO. We finaled the septic permit on 5/11/06, so this should hae been indicated on your Eden? Nancy 4/8/2008 r — -MR 4 vr:�4 , r ci a r +y� !y^^" .� ' � s R.F'c'k��r ;� _.�{'� 4 .yy'.'.q ��, µral, y✓��t{.'�e �; rt_ .�` c�� r� gra `y.e✓�+< ��fi �i c 1 r \C cIc co I PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 5/11/2006 Send to: Nicholas A. Senn From: Alicia Gomez Fax Number: 945-5948 Phone Number: 920-5087 CC: Number of Pages, Including Cover: 2 CC Fax Number: ❑ URGENT ❑ REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW iI FOR YOUR INFORMATION COMMENTS: Septic Permit # 05057 for parcel 2643-222-03-001, owner Dangler, has been finalized. Please feel free to call 920-5070 if you have any questions. 97TI'lWom 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.aspenpitkin.com/ehnr c April 20, 2006 Nicholas A. Senn Schmueser Gordon Meyer 118 W. 6h Street, Suite 200 Glenwood Springs, CO 81601 Em Re: Parcel ID #: 2643-222-03-001 Property Address: 125 Bullwinike Place Legal Description: Lot 8A, Block 1, Filing 3, W/J Ranch Homes Subdivision Permit #: 05057 Dear Mr. Senn: As per our correspondence to you on March 13, 2006, the Environmental Health & Natural Resources Department would like to remind you that we are still unable to complete the processing of the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that our office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. The Building Department will not issue a Certificate of Occupancy for this property until they are notified that the ISDS permit process is complete. This office must receive the "As Built" letter from the engineer no later than May 11, 2006. Please contact me with any questions. Thank you, in advance, for your help and cooperation in this matter. Sincerely, Alicia Gomez Administrative Assistant Environmental Health & Natural Resources cc: Daniel Dangler, owner Pitkin County Community Development March 13, 2006 Nicholas A. Senn Schmueser Gordon Meyer 118 W. 6h Street, Suite 200 Glenwood Springs, CO 81601 Re: Parcel ID #: 2643-222-03-001 Property Address: 125 Bullwinike Place Legal Description: Lot 8A, Block 1, Filing 3, W/J Ranch Homes Subdivision Permit #: 05057 Dear Mr. Senn: This letter is to advise you that the Pitkin County Environmental Health & Natural Resources Department has not been able to final the Individual Sewage Disposal System (ISDS) permit for the above stated residence/property. It is mandatory that this office receives an "As Built" letter from the engineer who designed the system. The letter will confirm that they observed the installation of the system as designed. Any changes to the system must be noted in the letter or by a new set of plans. We cannot sign the Certificate of Occupancy for this property without the "As Built" letter. This office must receive the "As Built" letter from the engineer no later than April 13, 2006. Please contact me with any questions. Thank you, in advance, for your help and cooperation in this matter. Sincerely, Alicia Gomez Administrative Assistant Environmental Health & Natural Resources cc: Daniel Dangler P.O. Box 8443 Aspen, CO 81612 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES DATE: 9/6/05 Send to: Nicholas Senn From: Alicia Gomez Fax Number: 945-5948 Phone Number: 920-5087 CC: Number of Pages, Including Cover: 3 CC Fax Number: ❑ URGENT ❑ REPLY ASAP ❑ PLEASE COMMENT ❑ PLEASE REVIEW 0 FOR YOUR INFORMATION COMMENTS: A septic permit (# 05057) has been issued for parcel 2643-222- 03-0011 125 Bullwinkle Circle - A, owner Dangler. Also, a septic permit (# 05058) has been issued for parcel 2643- 222-03-0021 125 Bullwinkle Circle - B, owner Covington. Please feel free to call 920-5070 if you have any questions. [�ax rovpr 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.aspenpitkin.com/depts/12/ r, ,1 CRESTED G.UTTE S C H M U E S E R GORDON MEYER 1 1 8 W 6Th SUITE 200 P.O. BOX 21 55 P.O. Box 3088 E N G I N E E R S S U R V E Y O R S GLENWOOD SPRINGS, CO 81601 ASPEN, CO 81612 CRESTED BUTTE, CO 81 224 970-945-1004 970-925-6727 970-349-5355 FX: 970-945-5948 FX: 970-925-4157 Fx: 970-349-5358 February 15, 2006 Ms. Nancy MacKenzie PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT 0405 Castle Creek Rd., Ste. 10 Aspen, CO 81611 RECEIVE APR 2 7 2006 PITKIN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES RE: Daniel Dangler Residence Parcel #2643-222-03-001 Lot 8A Filing 3 W/J Ranch Pitkin County ISDS Permit No. 05057 Certificate of Installation Dear Nancy: This letter represents a certification of the construction of the Dangler residence individual sewage disposal system (ISDS) under Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System No. 05057. The construction of the on-site ISDS has been completed pursuant to plans and specifications prepared by Schmueser Gordon Meyer Inc. The ISDS design at the Dangler residence, on Lot 8A in Filing 3 of W/J Ranch, was installed as shown on the plans, configured as a dry well with a seepage area of 2,100 S.F., fed by treated wastewater routed through a 1.000 gallon single cell septic tank in series with a 1,250 gallon two cell tank with a Biotube Effluent Pump/filter system totaling 2,250 gallons in capacity (Note: the existing 1,000 gallon tank was removed and replaced). SGM has inspected the installation of the septic tank, collection system and drywell pursuant to our 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. At the last site visit, the septic tank was in place and the PVC piping was installed and the drywell was complete. CADocuments and Settings\bgray\My Documents\ISDS Memos\PitCo_ISDS_Cert Lot 8A.doc joh'je t� • I trust this letter will provide adequate certification of the installation of the Dangler 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 information or provide you with copies of any of the photographs that were taken during the course of construction. Very Truly Yours, SCHMUESER GORDON MEYER INC. Bruce Gray Field Engineer Reviewed by: rrl, y %fin;8 � C4 ; s A o$ Z l 0 (o '1. %�q 4feni .'T.eeeee.ee :. W s Jay W. Hammond, P.E. , Principal, Aspen Office cc: Daniel Dangler Attachment: Record Drawing CADocuments and Settings\bgray\My Documents\ISDS MemosTitCo_ISDS_Cert Lot 8A.doc INDIVID UAL SEPTIC DISPOSAL SYSTEM LEACH FIELD RELCOATION PACKAGE LOWE ENTERPRISES on behalf of Lot 8A Filing 3, WIJ Ranch Pitkin County, Colorado PROVIDED TO THE OWNER BY: SCHMUESER I GORDON 1 S U R V E Y O R 5 1:\2000\2000 -252\L -septi csystempackage.doc �II� •!',r`eC A`.',a�R_ P �..:4R +�� T May 4, 2005 Lowe WIJ, LLC P.O. Box 12393 Aspen, CO 81612 Attention: Mr. Jim DeFrancia Subject Percolation Testing Lot 8, Filing 3 Lowe WIJ, LLC Project No. GS.04483 A-130 As requested, we have performed percolation testing in the area of the proposed individual sewage disposal system (ISDS) on Lot 8, Filing 3 of Lowe WIJ, LLC in Pitkin County, Colorado. The center of the planned ISDS location was staked by Schmueser Gordon Meyer, Inc. Our staff engineer directed excavation of the percolation pits on April 20, 2005. The locations of the percolation pits (P-1 through P-3) and profile pit (Profile) are shown on Figure 1. Graphic logs of the soil encountered in the pits are shown on Figure. 2 Our staff engineer prepared the pits for percolation testing on April 21, 2005 and performed the tests the following day. Tests results are presented on Figure 3. Our percolation test results indicate that the design percolation rate will be about 30 minlinch. We appreciate the opportunity to work with you on this project. if you have questions, please call. Very Truly Yours CTL I THOMPSON, INC. Edward R. White, E.I. Staff Engineer ERW:JDK:cd (5 copies sent) Reviewed by: f .dames D:`Keliogg, P.E. Project Engineer 234 Center Drive f Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 m 0 SCALE: 1'= 50' L14 L.awe W/J, LLC tnt 8, Filing S, Lowe W1J Project NO. GS04483-A-130 L15 N88 -15'37"E Lo t 9, Blk 1 0.601 acres -V— Vacated by th is plat ApproXimette Locations of Percolation Pita Fig. `i SATURATION AND PREPARATION DATE: 04/21/05 TIME AT START OF SATURATION: 11:00 am PERCOLATION TEST DATE: 04122/05 WATER IN BORING AFTER 24 HOURS _YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 46.5 1:35 20 42.0 43.0 1.0 20 1:55 20 43.0 43.75 0.75 27 2:15 20 43.75 44.25 0.5 40 2:35 20 44.25 44.5 0.25 80 2:55 20 44.5 45.5 1.0 20 3:15 20 42.0 42.75 0.75 27 3:35 3:55 20 20 42.75 43.5 43.5 44.0 0.75 0.5 27 40 4:15 20 44.0 44.0 0.0 -- P-2 48 2:15 15 40.5 40.75 0.25 60 2:30 20 40.75 42.25 1.5 13 2:50 20 42.25 42.5 0.5 40 310 20 42.5 43.5 1.0 20 3:30 20 43.5 44.25 0.75 27 3:50 20 44.25 45.0 0.75 27 4:10 20 45.0 45.75 0.75 27 P-3 54.5- 1:35 20 51.5 52.0 0.5 40 1:55 20 52.0 52.0 0.0 - 2:15 20 52.0 52.25 0.25 80 2:35 20 52.25 52.5 0.25 80 2:55 20 52.5 53.5 1.0 20 3:15 20 51.0 51.25 0.25 80 3:35 3:55 4:15 20 20 20 51.25 51.0 51.75 52.0 51.75 52.5 0.75 0.75 0.75fw 27.E�; .. j X27-- LOWE WIJ, LLC LOT 6, FILING 3 Fig. 3 PROJECT NO. G504483 -A-130 'Profile P-1 P-2 P-3 0 0 v o m ti C 5 5 m 1 [10 0 LEGEND: Sandy clay "topsoil", organics, moist, brown. Clay, sandy, stiff, moist, brown. (CL) NOTES: 1. Percolation pits were excavated with a backhoe on April 20, 2005. 2. Locations of pl*_M' re approximate,' �c1� SUMMARY LOGS OF PERCOLATION PITS Project No. GS04483—A--130 Fig. 2 � o nti "� 0 �' ,° �" b � o o a � � O °i �� ti a -� `� W � -'� v� 'b �� ,� �� � t° � �ti� M "� a� �� Q, � �� �� w � o nti "� 0 �' ,° �" b � o o a � � O °i �� PTM Efflp a 0ohm Installation Guide: ProSTEPn" Effluent Pump Packages Table of Contents � pater +' F::�'-w.� - .. _ .. ....., . _ �, --,� ......,.�,�a'� ,. .., s'y� •�, B�efo�ex You Be in x � • � , ��. - � ��� . �. lnstallon��S - : ,. aged Step 1: Install Access Risers ...........................................Page 2 Step 2: Install Biotube® Pump Vault ......................................Page 3 Step 3: Install Splice Box .................................... ........Page 3 Step 4: Install Pump & Discharge Assembly ...............................Page 4 Step 5: Install Float Assembly ...... ..................................Page 5 Step 6: Install Control Panel ............................................Page 7 Step 7: Backfill Installation .............................................Page 7 Start p andl rMaintph Part 1: Start -Up for On -Demand Systems .................................Page 8 Part 2: Start -Up for Timed Systems (with MVP) ............................Page 10 Part 3: Brief Maintenance Summary .....................................Page 12 Part 4: Appendixes .................................................Page14 Rgjggne Doc �e This manual covers installation of all components of a ProSTEPTM Pump Package for typical systems. If you have custom installation procedures, refer to the documentation that came with your custom components. This document also refers to a number of other documents that can be found on our online Document Library for more detailed instructions. Some of these documents include the following: • Access Riser Instructions (NIN-RLA RR -1) • Discharge Plumbing Assembly Installation, Operation, and Maintenance Instructions (A71V-HV-HV-2) • Float Switch Assembly Installation, Operation, and Maintenance Instructions (NIN-MF=MF-1) • Float Collar Instruction Guide (NIN-MF-MFCI) • Splice Box Installation, Operation, and Maintenance Instructions (EX -SB -SB -1) • Explosion -Proof Cord Connector Installation Instructions (EIN-SB-SBX-1) To access our online Document Library, go to www. oreneo . com. Products described in this manual are covered by the following U.S. Patent numbers: 5,492,635 and 4,439,323. NIM -EPS -1 ® 2003 Orenco Systems* Inc. Rev 1.0, JIM Installation Guide: ProSTEP'' Effluent Pump Packages Before You Begin... At Orenco, we've worked hard to make your installation as easy and "hassle -free" as possible. The ProSTEPTM Pump Package comes as a totally integrated package that can be installed in most tanks in a matter of hours. All components are designed to fit together well, and field cuts are kept to a minimum. Before you begin installing your Orenco ProSTEPTM Pump Package, read this entire manual. You'll save yourself time and money on installation day, and you'll reduce the potential for call-backs. In particular, review the preparation steps and the installation sequence before doing anything. First, make sure the watertight tank has been installed according to the manufacturer's instructions, and that it has been tested for watertightness. If required by the tank manufacturer, all backfilling should be completed as well. CM. MolfPa cad_ When your equipment arrives, be sure to check your ProSTEPTM Pump Package for all components. Each Orenco pump package comes with a control panel, splice box, discharge assembly, Biotube® pump vault, float assembly, and effluent pump. O Control panel © Risers, lids, adapters ordered separately © Splice box O Discharge assembly 4 Biotube® pump vault O Float assembly O Effluent pump Since there is so much variation in tank sizes, you must order risers, lids, and riser -to -tank adapters sepa- rately. You will also need ADH 100 and MA320 adhesives, and perhaps bolt -down kits, grommets, and conduit seal, all of which are available in Orenco's Product Catalog. If you don't have an Orenco product catalog, call 1-800-348-9843 to request one or go to www. orenco . com and click on Product Catalog. ® 2003 Orenco Systems•Ine. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Stetp .'Insta!lA�cess:Rrse - } It is assumed for this step that you are installing into a fiber- glass tank or a concrete tank with tank adapters cast in. If adapters have not been installed, see Access Riser Instructions (NIN-RL4-RR-1).* Step la: Orient risers with grommeted holes in the directions shown on your engineering plans. For any risers that will have electrical conduits running to them, try to orient electrical grommeted holes to minimize the number of bends. (National Electrical Code limits the sum of all bends in a run to 360 degrees.) NOTE: If you need to install a grommet, see Appendix 1, on page 14, before proceeding. Step lb: Wipe the areas to be bonded with a clean rag to ensure a clean, dry bonding surface that is free of debris. Step lc: There are several methods of applying adhesive to the outside and inside of the riser tank adapter. You can use ADH100 or MA320 alone. However, because ADH100 does not provide a structural joint for approximately 24 hours and may therefore delay installation and backfilling, you may want to use both adhesives. If so, apply MA320 to the outside sur- face of the riser tank adapter for a quick (usually an hour or less) structural joint. Step Id: Carefully slide the riser onto the adapter. Orient the riser correctly before the adhesive starts to set. Step le: If you are using both types of adhesive, apply a bead ofADH 100 adhesive to the inside of the adapter and riser joint. Use a putty knife or similar tool to form a continuous fillet between the tank adapter and the inside of the riser. Step If. After the adhesives have hardened, test the water- tightness of the tank and the riser joint. To do this, cap the tank inlet pipe and fill the tank with clean water to a level one inch above the adhesive joint in the riser. Do not allow the water level to rise more than three inches into the riser because struc- tural damage to the tank may occur. CAUTION: Check the tank manufacturer's guidelines before filling the tanks. Some tank manufacturers require a partial or complete backfill before a tank is filled. " You can find this document on Orenco s online Document Library at www. orenco.com. NIM -EPS -1 © 2003 Orenco Systems' Inc. 8.,1 .0. 4,W Installation Guide: ProSTEP'' Effluent Pump Packages ,St pZIn r lj BJo�Sii Pump :a The Biotube pump vault is suspended in the tank by Schedule 80 support pipes (unless it is designed specifically to rest on the bottom of the tank). The vault comes with a Biotube filter cartridge, float stem bracket, and support pipes. Each pump vault houses either one (simplex) or two (duplex) high -head effluent pumps, discharge assemblies, Biotube fil-. ter cartridge, float switch assembly, and float stem bracket. Step 2a: The Biotube pump vault comes with standard length support pipes preinstalled for a 24 -inch riser. If you receive longer pipes for 30 -inch risers, detach them from the packaging material and remove one screw from each pipe. Slide the sup- port pipes through the holes in the support brackets at the top of the vault. Reinstall the screws. NOTE: If you need longer support pipes, contact Orenco Systems or your local distributor. Step 2b: Gently lower the vault into position in the access riser. The support pipes should rest on top of the tank (unless the vault was designed specifically to rest on the tank bottom). IMPORTANT. If the tank is full of sewage, rest the vault on top of the liquid surface and lower it by filling the vault with water (from a hose) to prevent any floating materials from entering the vault through the inlet holes, as well as to counteract the buoyancy of the empty vault. Step 3,� instal/ Spice The electrical splice box — typically mounted inside the access riser, above the pump vault and about six inches below the top of the access riser —provides a safe and legal space for splicing cables from pumps or float switches. The splice box comes with waterproof wire nuts necessary to splice the appropriate floats and pumps. To install a splice box, lubricate both the outside of the conduit coupling and the grommet with pipe lubricant or an equivalent product. Slide the coupling through the grommet in the access riser wall. Make sure the box is pushed snug against the wall, allowing for removal of any pumping equipment. NOTE: Detailed splice box installation instructions can be found in the splice box. See also Appendix 2, on page 15, for splice box wiring instructions. ® 2003 Orenco Systems* Inc. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEVO Effluent Pump Packages to �nsta/l Pump�and Disci ge �I ssemb�1 Step 4a: The discharge assembly is the route by which the effluent travels from the effluent pump to the transport pipe. It is composed of rigid PVC pipe, a flexible PVC hose, a union, and a series of threaded elbows. Step 4b: Screw the male adapter at the bottom of the discharge plumbing assembly stem into the pump discharge. Step 4c: For risers 24" or less in height, lower the pump and discharge plumbing assembly stem into the flow inducer and mark the stem 1" above the top of the flow inducer. Of the riser height is greater than 24", refer to NIN-HV--HV-2* for more detailed instructions.) Cut the stem at the mark and glue the cut end of the stem to the upper portion of the assembly. Install the pump into the vault by carefully lowering the pump and dis- charge assembly into the flow inducer. IMPORTANT.• Do ,not use the pump cable to lower the pump! Step 4d: Using pipe lubricant or an equivalent product, lubricate the access riser grommet and the gray Schedule 80 nipple on the discharge assembly. Push the nipple through the grommet. Step 4e: Exercise the (optional) ball valve or gate valve by rotating the handle back and forth to assure that there is enough operating room for the handle. Step 4f: Apply teflon tape or paste to the threads of the nipple extending from the access riser and screw the threaded female end of the external flex connection (if used) onto the nipple. Step 4g: Glue the transport pipe to the coupling on the end of the flex connection. Step 4h: Position the vault in the riser so that the support pipes do not interfere with plumbing or wiring. If you place it correctly, the vault should clear the splice box and discharge assembly when you remove it. Step 4i: If you have deep access risers and need longer Biotube cartridge handles to facilitate maintenance, install V diameter PVC pipe extensions. For handle assembly, remove set screws from crossbar, install extra pipe, and reinstall crossbar. * You can find this document on Orenco s online Document Library at www.orenco.com. /- Grommet (at 12 o'clock) ., Splice box }I "- Discharge assembly . Grommet `�. tat 3 o'clock( . •'. Support pipes ' Biotube pump vault NIM -EPS -1 0 2003 Orenco Systems* Inc. Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages The float switch assembly mounts in the pump vault by clip- ping into the float bracket. You can detach the assembly without removing either the Biotube cartridge or pump vault. IMPORTANT.- Float positions are critical and should be set according to the engineering plans. Make sure the floats can move freely without interfering with each other and that they do not come in contact with the vault wall. Step 5a: Each float cable is provided with a color marker that indicates the function of the float. Make sure your float cable markers correspond with the testing instructions and splice box wiring diagrams. (If the testing instructions or splice box wiring diagrams do not match your float cable marker colors, contact Orenco Systems or your local distributor for assistance.) The two most common pumping systems are "on -demand" and "timed." On -demand systems typically use the Y/G/W (yellow/green/white) or YB/R (yellow/blue/red) float set; timed systems typically use the YG/R/W (yellow -green/ red/white) float set. (Refer to the table below) If your system differs from these types, refer to the instructions that go with your control panel. Float Functions and Color Marker Tags Flea On Demand me = as Top O High-level alarm O High-level alarm ® High-level alarm/ timer override Middle 0 Pump on © Pump on/off 0 Timer on/off Bottom Q Pump off © Redundant off/ © Redundant off/ low-level alarm low-level alarm Step 5b: The floats are assembled at the factory in an offset alignment so that they will not interfere with each other. However, if you notice a float interfering with another, you may adjust it by loosening the stainless steel set screw in the float collar with a phillips screwdriver. Slowly back the screw out of the collar to a point at which the collar may be adjusted. Do not back the screw completely out of the collar. Rotate the collar on the stem until the float switches can move freely past one another. Tighten the stainless steel screw and recheck. WARNING: Do not alter the float tether lengths. Altering tether lengths may disrupt proper operation of the assembly. © 2003 Orenco Systems•Inc. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Step 5c: Although float switches are assembled at the factory for the appropriate depths, compare the float settings with the project plans and specifications. If you need to adjust a setting, loosen the set screw as described in Step 5b and follow the instructions below with respect to the system in use: On -demand systems. Measuring from the set screw, the top float is normally set 1" to 2" below the tank inlet invert. The pump on/off (middle) float should be set 4.5" below that. The redundant off (bottom) float should be set 3.5" below the middle float.* (Make sure the bottom float does NOT rest on top of the Biotube cartridge, or it might not oper- ate correctly in a low-level situation.) Timed dose systems. Measuring from the set screw, the top float is normally set 1" to 2" below the tank inlet invert. The bottom float should be positioned no closer than 1.5" from the top of the Biotube cartridge.* (Make sure the bottom float does NOT rest on top of the cartridge, or it might not operate correctly in a low-level situation.) The middle float in timed dose systems marks the lower boundary of the surge volume, with the top (high-level alarm) float marking the upper boundary. For most residential applications, the recommended surge volume is approximately 150 to 250 gallons. Adjust the middle float switch to the desired level and tighten the set screw. WARNING. The float stem provided is the maximum length possible without interfering with the pump minimum liquid level or screened pump vault intake ports. Never lengthen the float stem without prior approval from Orenco. Lengthening of the float stem will void the warranty. Step 5d: Replace the float assembly in the float bracket. Make sure the assembly snaps fully into the float bracket. Step 5e: Wrap the excess float cord cables around the splice box and tie them together to prevent them from slipping back into the vault and interfering with the operation of the floats. Step 5f: The float assembly may be extended by gluing a 1" diameter PVC pipe into the float assembly handle, typically up to about one foot from grade level. ' These are standard settings. Make surefloat level settings meet state and local regulations. NIM -EPS -1 Rev 1.0, 4103 © 2003 Orence Systems' Inc. TO float Middle _ float Surge volume s / s Float tether Bottom _ float On -demand Timed dose systems systems ' These are standard settings. Make surefloat level settings meet state and local regulations. NIM -EPS -1 Rev 1.0, 4103 © 2003 Orence Systems' Inc. Installation Guide: ProSTEP' Effluent Pump Packages For complete control panel installation instructions, see the installation manual for the electrical control panel that comes with your system. These instructions ship tucked into the door pouch inside the control panel.* Step 6a: Make sure the instructions and items supplied conform to state and local regulations. Step 6b: A qualified and licensed electrician should install and service the panel and ancillary wiring in compliance with the National Electric Code, as well as state and local codes. (Wiring diagrams can be found in the installation manual* that comes with the panel.) Wiring will include the following items: a) Incoming power to the panel. There may be one or more circuits required, depending upon the number of pumps and local electrical codes. b) Wiring from the control panel to the pump and floats. c) Wiring to a discharge pump and floats (if applicable). NOTE. While we do not recommend installing a control panel against the wall of a bedroom, living room, or other living space, you could mount it on a 9x4 post adjacent to such a wall. Ste'j,�_kBackft, ���nsfal ai`iv Step 7a: Backfill the excavation. Follow the tank manufactur- er's guidelines for backfilling the tanks. Step 7b: Be sure to backfill evenly and carefully around the riser and all pipes and conduit, so that no breakage occurs. Native material is acceptable if it has no large or sharp rocks that may damage the tank walls. If native material is not usable, backfill with sand or pea gravel. Slope the ground away from the tanks to prevent surface water from ponding on or around them. Cold weather installation may require pea grav- el backfill around risers to prevent frost heave. After backfilling is complete, risers should protrude one to three inches above grade to allow for settling of the tank. IMPORTANT. Make sure that all riser lids are secure before backfilling. * If the instructions are missing or have been removedfrom the door pouch inside the control panel, call Orenco for a replacement or download a copy of the instructions from our online Document Library at www. orenco.com. 0 2003 Orenco Systems' Inc. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Star l�npQDe nd,Systli Step 1: Use the log sheet from the door pouch inside the control panel to document measurements and other data. NOTE: All panels are tested before leaving the factory. If a panel has a functional problem, check the wiring diagrams for proper wiring. Step 2: Before proceeding, fully open the ball valve on the discharge plumbing assembly and make sure the pump is submerged. Step 3: During normal operation, the bottom float will be up. Raise it to simulate normal operation. Step 4: Check the automatic operation of the high level alarm. Raise the top float to activate the red light and audible alarm. If the light does not illuminate, check it for damage that may have occurred during shipping. Press the "silence" button on the front of the panel enclosure to silence the alarm. This will disengage the audible alarm but will not turn off the visi- ble light. Lowering the float should cause the light to go off. Step 5: Set the MOA (Manual/Off/Automatic) switch in the control panel to MAN (manual). Make sure the pump is running. Orenco pumps have a 1/8 -inch bypass orifice in the discharge head. During the pumping cycle, some noise as a result of the recirculation within the flow inducer is to be expected. Step 6: Measure the amperage of the pump by placing a loop ammeter around one of the wire loops above the pump circuit breaker. (Make sure not to use the control panel's wire loop.) Record this value on the label provided in the control panel. Step 7: Using standard electrical probes, measure the voltage of the pump by touching the probes to the pump terminals in the control panel while the pump is running. (Refer to the wiring diagrams for your panel for the exact terminals.) Record this value on the label provided in the control panel. Step 8: Set the MOA switch to automatic (AUTO). Raise the middle (pump on/off) float. The pump should engage and con- tinue to run until you lower the middle float. (Remember, the bottom float must be UP for this to work.) NIM -EPS -1 Rev 1.0, 41113 ® 2003 Orenco Systems' Inc. Installation Guide: ProSTEP'' Effluent Pump Packages Step 9: Check the pump off or redundant off float. YB/R: Raise the middle float to engage the pump. Lower Us float then the bottom float. The pump should shut off when the lower float is lowered. • Y/G/W. Raise the middle float to engage the pump. While keeping this float in the up position, lower the bottom float. The pump should shut off and the audible and visual alarms should engage. Step 10: Check for easy pump vault removal. The ability to easily remove the Biotube pump vault for maintenance is essential and depends on careful installation in accordance with Orenco instructions. To be certain that the components have been correctly installed and to avoid future maintenance problems, practice the removal process below. • Completely close the ball valve on the discharge assembly. • Disconnect the PVC union next to the ball valve. • Remove the pump from its flow inducer and set it aside on the lid to protect it from mud or sand. (You do not need to disconnect the pump's electrical cord.) • Remove the float assembly from the vault and set it aside. • Pull the Biotube pump vault out of the tank. There should be enough clearance between the ball valve and splice box to allow unhindered removal of the vault. After you are satisfied that you can successfully remove the vault, lower the vault back into the tank and replace the float assembly. To prevent the vault from floating, run clear water (from a hose) into it to sink it. Then do the following: • Lower the pump and reconnect the discharge assembly into the flow inducer. • Open the ball valve completely. • Secure the access riser lid. © 2003 Orenco Systems* Inc. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Stan Up fo�Tm System s with MVP pane! Step 1: Use the log sheet from the door pouch inside the control panel to document measurements and other data. !VOTE: All panels are tested before leaving the factory. If a panel has a functional problem, check the wiring diagrams for proper wiring. Step 2: Before proceeding, fully open the ball valve on the discharge plumbing assembly and make sure the pump is submerged. Step 3: Familiarize yourself with the means of determining the types of alarms. Whenever an alarm condition occurs, the audible alarm will sound, and the red light on the front of the panel will illuminate. You can silence the audible portion of all alarms by pushing the illuminated light. You can determine the type of alarm condition by the steady/blinking status of the alarm light: Steady light: high-level alarm Blinldng light: low-level alarm You can also determine the float positions and alarm conditions by viewing the LCD screen inside the control panel. Step 4: To test the operation of the floats, remove the float stem from the pump vault. All floats go from "open" to "closed" position when the liquid level is near the center of the float collar. The differential (drawdown) of the float is approximately 1/8". Drop the bottom float to its open (down) position to verify operation of the low-level alarm. The audible alarm should sound and the red alarm light should blink. When the low- level alarm is activated, the pump should also be inoperable. Verify this by flipping the MOA switch to manual. During normal system operation, the bottom float will be in its closed (up) position. Keeping the bottom float up, raise the top float to its closed (up) position. The high water alarm should sound and the red alarm light should shine steadily. During normal system operation, the top float will be in its open (down) position. NIM -EPS -1 Rev 1.0, 4/03 0 ON X f _ Y OFF © 2003 Orenco Systems* Inc. Installation Guide: ProSTEP' Effluent Pump Packages Step 5: Set the panel's programmable timer: a. Press the ESC key. b. Press the down arrow key to. select "Set Param." c. Press the OK key. WARNING. Do not select "Stop. " Selecting this option will erase the panel programming and will require an EEPROM (not shipped with the panel) to reprogram. If you inadver- tently press the OK button while "Stop" is highlighted, select "No " on the confirmation screen and press OK to go back to the timer setting menu. d. Use the up and down arrow keys to scroll through the parameters. When you find one you wish to alter, press the OK key. e. Use the left and right arrow keys to highlight the character you wish to change. When the cursor is over the character, use the up and down arrow keys to change its value. When you are satisfied with the value, press the OK key. L To set other parameters, repeat the previous two steps. g. Press the ESC key twice to exit. NOTE. More detailed timer setting instructions can be found in the control panels door pouch.* Make sure all these activities have been performed: • Valves are back in their recommended positions. • Control panels have been set to automatic and circuit breakers have all been switched back on. • Household water lines have been turned back on. • Lids and lid bolts are properly in place and secure. CA UTION: AN UNLOCKED LID OR OPEN TANK ACCESS ISA SAFETYIIAZARD! The tank access lid must be properly secured to the riser at all times. If bolts are lost or damaged, contact Orenco or your local distributor immediately for replacements. * If the instructions are missing or have been removed from the door pouch inside the control panel, call Orenco for a replacement or download a copy of the instructions from our online Document Library at www.orenco.com. © 1003 Orenco Systema -Inc- NIM -EPS -1 Rev 1.0, 4103 Installation Guide: ProSTEP'MEffluent Pump Packages BrieMa�ntenance Summar�r ��" :; Whenever servicing your wastewater treatment system... • Wear clothing that covers all parts of the body exposed to wastewater or eluent and personal protection equipment, (rubber gloves, goggles), whenever handling components that come in contact with wastewater or effluent. • Practice proper personal hygiene after service is complete. • When working with electrical components, switch off the power at the service entrance panel and set the circuit breakers to OFF. If the control panel is not within view of the pumping system, use lockout/tagout procedures. NOTE: For complete maintenance instructions, search Orencos online Document Library. (Look under Instructions, General in the "Search by Category "function) Br i 0 Pump VN1f`Ma 7ntenanc Step 1: Determine whether the Biotube filter needs clean- ing. Turn the pump on by flipping the MOA switch in the control panel to Manual. Let the pump run about 30 seconds and watch inside the Biotube pump vault for any noticeable difference between the vault's liquid level and the tank liquid level. Flip the MOA switch back to AUTO. If the liquid level difference between the inside and outside of the vault reaches about two inches or more, or if the low-level alarm is activated, the Biotube cartridge may need to be cleaned. Step 2: If the Biotube filter needs cleaning, do the following: • Switch the MOA and the circuit breakers in the control panel to OFF. • Slide the Biotube cartridge out of the pump vault. • Hold the Biotube cartridge over an open inlet of the tank or primary compartment. • Carefully spray the build-up into the tank (not into the pump vault). • If there are significant solids in the vault, remove and clean the vault too. Step 3: Pull the pump and place it on a cleanable surface, like the riser lid, or in a plastic trash can. Check the intake screen; wash off particles as necessary. Record the kinds of particles (cigarette butts, hair, lint, kitty litter, cloth wipes, gum, grease build-up, etc.) on a system maintenance log and report your findings to the user/homeowner (for education). NIM -EPS -1 Rev 1.0. QM 2„t. m 2003 Orenco Systems* Inc. Installation Guide: ProSTEP' Effluent Pump Packages Fioat`Assem� Verify that floats are properly secured to the float stem. Verify that float cords are neatly wrapped inside the riser so that they cannot interfere with the operation of the floats. With the MOA switch set to AUTO, simulate system opera- tion by lifling the floats in the same order that the liquid would lifl them (bottom, middle, then top). Remove any inoperative float and replace it with a new one. Refer to Float Collar Instruction Guide (NI7V--MF-MFC-1)* and the maintenance section of Float Switch Assembly Instructions (NTN -MF -MF -1)* for more detailed information on float assembly repair/replacement. IMPORTANT.- Before doing any work on the wiring to the level control floats and pump in the vault or in the control panel, switch the circuit breakers in the panel to their OFF positions and switch off the power to the system at the service entrance panel. Remove splice box lid and check for moisture. (Some con- densation is normal.) Inspect the splice box to ensure lid and connections are secure. If the splice box was submerged, or if there is a crack in the conduit, there may be water in the splice box. If this is the case, remove water from the splice box with a syringe, sponge, or similar method. Refer to document NIN-SB-SB-1 * for instructions to splice the float wire to the wire from the control panel. Attach the common wire with the other commons using the waterproof wire nut. It may be necessary to replace this wire nut with a new watertight wire nut. Always use watertight wire nuts or heat shrink splice kits for all connections! * You can find this document on Orencos online Document Library at www.orenco.com. ® 2003 Orenco Systems' Inc. NIM -EPS -1 Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages }App nd%grommet �l stalt�on nct on Step 1: To install grommets in the field, first mark the riser for location of the grommets — in the 12 o'clock and 3 o'clock positions, as shown in the diagram. (For Perna -Loc risers, you should try to avoid cutting through the pipe seam — the extra thick rib — unless it is unavoidable.) Step 2: Using a 4" grinder or other cutting tool, notch through the PVC ribs to the wall of the PVC riser. Remove an area of ribbing equal to approximately 1" larger than the grom- met diameter. Step 3: Using a hammer and chisel, break the notched ribs from the riser. Use a grinder to remove any remaining rib material so that you are left with a smooth area, ensuring a watertight fit. Step 4: Using the Grommet Hole Saw Sizing Chart below, select a hole saw for the grommet installation and drill out the opening. Use a deburring tool or knife to deburr the edges of the opening, being careful not to enlarge the opening. Grommet Hole Saw Sizing Chart �Gromm„me;,�Pipe Dlernete► Stze m, � � _ ,y 1/2 1 3/4 1-1/4 1 1-9/16 1-1/4 1-3/4 1-1/2 2-1/8 2 2-3/4 3 3-7/8 4 5 Step 5: Install the grommet in the riser. Optional: Applying a bead of ADH 100 adhesive to the groove of the grommet prior to insertion into the riser hole will make the grommet more secure and will overcome any imperfections in the drilled hole. NIM -EPS -1 Rev 1.0, 4/03 Grommet let 12 o'clock) 0 Splice box -, Discharge ., assembly Grommet let 3 o'clock) s A Support pipes Biotube pump vault ® 2003 Orenco Systems* Inc. U Installation Guide: ProSTEP' Effluent Pump Packages end x Z�S l ice Bo Wirm nstiuction ' " This appendix covers simple splice box wiring instructions. For more detailed explanations with field wiring sizes, rec- ommended breaker sizes, and field wire color charts, refer to Splice Box Installation, Operation, and Maintenance Instructions (EI7V-SB-SB-1).* For explosion -proof (Class I, Division 1) splice boxes, see Explosion -Proof Cord Connector Installation Instructions (EI7V-SB-SBX-1). * These instructions also come inside each splice box. The splice box is provided with waterproof wire nuts neces- sary to splice the appropriate floats and pumps. Step 1: Push the appropriate pump and float wires through the watertight cord grips into the electrical splice box. Leave an adequate length of electrical cable coiled inside the riser to allow for easy removal of the pump and float assembly. Do not remove the colored markers or the paper tags from the float cables, and do not try to thread the markers and tag through the cord grip. Tighten the cord grips by hand, not by tool, then test the tightness of the cord grips by tugging on each cable. A cable is secure when the cord grip is tight enough to prevent slippage. Adequate lengths of cable should be left within the splice box to allow easy removal for future disconnecting and resplicing. Step 2: Run properly sized wires from the control panel to the splice box. The wires can be brought through a conduit, or can be direct buried using suitable direct -burial wire. Conduit that enters the splice box must be sealed with a conduit seal or acceptable watertight cord connection, to prevent the infiltra- tion of water into the splice box. The number of wires required depends on the control panel and the number of floats and pumps used. Refer to the Splice Box Wiring diagram provided for the control panel and check the float arrangement for your system to determined the number of wires you need. Wires should be color -coded or otherwise marked to help wire the control panel. The wire color chart in EIN-SB-SB-1 * lists common colors recommended for each of the wires. Colors may refer to either the color of the wire's insulating jacket or the color of an electrical tape marker. * You can find this document on Orencos online Document Library at www.orenco.com. © 2003 Orenco Systems•Inc. NIM -EPS -1 Rev 1.0, 403 Installation Guide: ProSTEP'' Effluent Pump Packages All splices within the splice box shall be made waterproof using wire nuts or butt connectors and heat shrink tubing as shown on the appropriate splice box diagram. The splices must be H,aterproo:r Splices that are not waterproof may cause a malfunction of the pump controls if water should leak into the splice box. Refer to the wiring diagrams for instructions on how to connect the float switches. Step 3: Splice connections with waterproof wirenuts. a. Remove approximately 1/2" of insulation from the end of each wire to be connected. Prevent frayed strands as much as possible. b. Do not pretwist entire wire bundle. Only twist individual stranded wires slightly if needed. Hold wire bundle firmly 2 inches from wire ends. Fully insert all the wires together through the sealant into the connector. Continuing to hold wires family, twist connector clockwise onto wires. c. Once a connection is made, tug on each wire entering the connector to check the mechanical connection. Note: Watertight connectors are not reusable. To change a splice, twist off and replace with a new connector. NIM -EPS -1 ® 2003 Orenco Systems* Inc. Rev 1.0, 4/03 Installation Guide: ProSTEP'' Effluent Pump Packages Notes: © 2013 Orepee Systems* Inc. NIM -EPS -1 Rev 1.0, 4/03 "Rao -------------- AO 2 kin... _.-. ---------- --------- 9 2� Vjl e y A o o ora �������`jT � N m m a � m9G• � rr-u3i• t r� zv$ O O 00 D DANGLER RESIDENCE N N. m e W/J RANCH LOT 8 - UNff A :3 0 1 25 UPPER BULLWINKLE - "m $ Y e ASPEN, COLORADO �w c DANGLER RESIDENCE W/J RANCH - LOT 8 - UNfT A O 1 25 UPPER BULLWINKLE ASPEN,COLORADO P � P P• 4V h 4 > zD Rj *sa �2 o 0R "9 a ti ^g 3� IV- o L 3 ------------------ uu ono r of am ;oi �o ' �N O Q tit �gm ,111 5 � a R y �a s� 9 1 IN a r Jit � m9, m , 9 Sa 41, a la g N m agl ` — — — ® — m o 1............. 0 3 ......... I z t M1� A� mm i �f J bd O O 00 D a DANGLER RESIDENCE o=o R) o a W/J RANCH - LOT 8 - UNff A ; 0 4 O 1 25 UPPER BULLWINKLE "m ASPEN, COLORADO �y DANGLER RESIDENCE s W/J RANCH - LOT 8-UNrFA O 1 25 UPPER BULLWINKLE aas ASPEN,COLORADO I LID] w Z P ay rn Es A p�m�s � � �� �� m— N e 2 2 d o� rilR2 Z P 9 rn Es A p�m�s � � �� �� m— N e 2 2 d o� rilR2 a DDANGLER RESIDENCE N P e ° o o W/J RANCH - LOT S - UNFF A o s O 1 25 UPPER BULLWINKLE aaa' ASPEN,COLORADO ° Pitkin County Assessor/Treasurer Parcel Detail Information Assessor/Treasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information Parcel Detail I Value Detail I Sales Detail I Residential/Commercial Improvement Detail Land Detail I Photographs Owner Name and Address DANGLER MEGAN L & DANIEL E JR PO BOX 8443 ASPEN, CO 81612 Legal Description NDO: W/J RANCH LOT 8 CONDO UNIT:A Location Physical Address: 125 BULLWINKLE CIR ASPEN Subdivision: I W/J RANCH LOT 8 CONDO Land Acres: 0 Land Sq Ft: 10— Property Property Tax Valuation Information Actual Value Assessed Value Land: 62,5001 4,970 Improvements: 32,700 2,610 Total: 95,200 7,580 Sale Date: 114/26/2005 Printed for Nancv MacKenzie <nancym(aco.pitkin.co.us> 9/2/2005 Sale Price: 11216,675 Basic Building Characteristics Residential Building Occurrence 1 Characteristics FIRST FLOOR 1960 Total Heated Are 1960 Actual Year Built 11960 Bedrooms: 12 Baths: Ill Finish Quality: TYP MAINT Location Rating: TYP LOC Neighborhood: 405618 Tax Information No Tax Records Found Top of Page Assessor Database Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Pitkin County Home Page The Pitkin County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Pitkin County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2004 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. Printed for Nancy MacKenzie <nancym(a,co.pitkin.co.us> 9/2/2005 LOCATE SEWER CLEANOUT AT ALL HORIZONTAL CHANGES IN DIREC770N GREATER THAN 45* OR VER77CAL CHANGES IN DIRECTION GOING FROM S7EEPER PIPE SLOPE TO SHALLOWER PIPE SLOPE 4 " PVC 45 PVC HORIZONTAL WYE OR WYE ELBOW FLOW Waste Line from Bldg. Connects to Bldg. Vent System Gravity Wye and/or Ejector Pump effluent connection PLUG 45 PVC ELBOW I FLOW CLEAN-OUT DETAIL ding to Circuit Breaker Panel Alarm and Connection Box Ejector Pump Effluent line if required Undergroivnd Cables for Pump an4 Alarm Control Riser Pipe 4 " SDR -35 �Vc (Slope = 2X Min.) 4'- 1 1,000 Gallon Concrete Unbaffled Septic Tank 4" Class 6 Aggregate Bose Compacted to 95X Mod. Proctor LEGEND ASPHAIL-r('/1 vime s((0RrAcG PROPOSED CONTOURS EXISTING CONTOURS 4'SEPTIC LONE -SOLID WALL Existing Tank if adequate size and useable 8'-4' ' 14 " Mii�. LJ 4'-7" 4 " SDR- J5 PVC to 1,250 Gof. Interceptor Tank (Slope =I I 2X Min.) Electrical 24 " Riser Pipe Access 4, - 4" SDR -35 PVC from % 468 Gallons 1,000 Gal. Septic Tank _ OFF (Slope = 2X Min.) Copeland Concrete, Inc. 25 " 1,250 Gallon Baffled Interceptor Tank IJ 4 " Class 6 Aggregate Base Compacted to 95X Mod. Proctor 4" Diameter Baffle Penetration Orenco Low Head Effluent Pump TYPICAL INSTALLATION OF TANKS, PUMP & CONTROLS (§ Hp, PJ00511, OAE) NOT TO SCALE ALLOW EXTRA CABLE ON POWER & ALARM CABLES 4' OR MATCH TO EX. f 4" SEPTIC LINE - SOLID WALL �- Q _P p x_71- �7 � 74- GENERAL SEWER NOTES: DRYWELL MATERIALS: ;�4,G GRAVELS ARE TO BE GRADED, MIXED 1/ TO 21/ CLEAN GRAVELS, EVENLY S� MIXED. Z SEPARATOR FABRIC CAN BE A NON -WOVEN MIRAFI 140N OR EQUAL. rel =' TOPSOILS CAN BE ON-SITE MATERIAL DIMENSION STATISTICS PIPE CAN BE SDR -35 PRE -PERFORATED AND SOLID WALL PIPE. FOR DRYWELL D=10' X = 30' Y = 30' Z = D + TOPSOIL = APPROX.. 14' HOLES ARE TO INDICATE USING 1-- PERFORATED PIPING ORIENT THE C. 0. C.O. O.P. O.P. 5' EVENLY ; EVE C. 0. O.P Y S' SPACED : SPA t E) SOLID SDR 35 PVC RISER FOR OBSERVATION PORT AND CLEANOUT PLACE CAP 6"12" ABOVE FINISHED SURFACE ON-SITE SOILS 4' OR TO MfATCH EXLSi7NG GRADES PERFORATED SDR 35 PVC PIPING IN MIDDLE GRAVEL BED --OPEN BOTTOM V TO elv CLEAN & M=0 GRA VEW TO DEPTH (AJ SPECIFIED ; ON PLAN, a 4' SELECT SAND BOX MASONRY 2OX FINE SAND COMPACT TO 9OX SPD SOLID HALL SDR 35 .4EG'TZW,4 PVC PIPING UNTIL 5 BW ME OF PERIMETER OF LEACH FIELD HOLES DOWN FOR HORIZONTAL PIPE ON THE VERTICAL SEGMENTS, THE HOLES CAN BE ORIENTED IN RANDOM DIRECTIONS AS LONG AS THE HOLES FOR ALL VERTICAL RISERS ARE NOT M THE SAME DIRECTION. GRAVITY FEED /LINE FROM / SEPTIC TANK SOLID WALL SDR 35 PVC PIPING UNTIL 5' INSIDE OF PERIMETER OF LEACH FIELD 2" OF STRAIT OR MIRAFI FABRIC (OR APPROVED EQUAL) 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 LANDSCAPING. i 7P t, 5. USE RISERS AS NEEDED TO BRING SEPTIC TANK ACCESS HATCHES WITHIN 6" OF r, FINISHED GRADE. ' 6. SDR -35 PVC PIPE OR PIPE OF EQUAL STRENGTH OR OTHER PIPE PROPERLY SUPPORTED S88'1537"yV TO PREVENT FAILURE BY SETTLING SHALL EXTEND FROM THE SEPTIC TANK FOR A DISTANCE 35.84' OF AT LEAST FIVE FEET (5) FROM THE INLET AND OUTLET ENDS. 7. AN OSI BIOTUBE EFFLUENT PUMP WITH FILTER SHALL BE PART OF THIS PACKAGE THE 10 1 's CONTRACTOR SHOULD INCLUDE ALL PIPING, WIRING AND ELECTRICAL/CONTROLS FOR THIS SYSTEM / 8. THE CONTRACTOR AND OWNER SHALL TAKE WHATEVER MEASURES ARE NECESSARY TO B j1d1111g E ve ope - 3.8 ASSURE THAT (a) 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 THE ENGINEER SHALL BE NOTIFIED WHEN CONSTRUCTION COMMENCES AND KEPT ABREAST OF THE CONSTRUCTION Id ry ell PROGRESS SO THAT SUFFICIENT INSPECTION CAN BE PERFORMED TO ASSURE CONFORMANCE 30• • �Dry W e WITH THESE PLANS. PROVIDE A MINIMUM OF 48 HOURS NOTICE TO EACH 0 ll 10. THE FOLLOWING PREVENTATIVE MAINTENANCE SCEDULE IS RECOMMENDED TO LIFE OF o THE ISDS SYSTEM A. PUMP THE SEPTIC TANK AT LEAST ONCE EVERY TWO YEARS. 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 DRYWELL. OU 12. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY ALL UTILITY LOCATIONS THAT MAY ►-+-� 0.0' tn EFFECT THE LOCATIONS OF THE ISDS FACILITIES DRAWN. VERIFICATION IS TO BE MADE WITH �• THE OWNER AND THE AFFECTED UTILITY COMPANIES / �( o 13. SUBSTITUTION OF MATERIALS (LE. PIPE, TANKS, ETC.) IS ACCEPTABLE PROVIDED �•� VERIFICATION AND ACCEPTANCE BY THE ENGINEER AND ENVIRONMENTAL HEALTH m OFFICER IS OBTAINED. I 14. THE APPROXIMATE LOCATION OF ALL KNOWN UTILITIES (WATER, SEWER, GAS, PHONE, ELECTRIC, CABLE, ETC.) ARE SHOWN ON THE DRAWINGS. THE CONTRACTOR SHALL CONTACT L ALL UTILITY OWNERS TO VERIFY BOTH LOCATION AND DEPTH OF UTILITIES BEFORE ANY ��• _._ WORK BEGINS CONTRACTOR SHALL BEAR THE RESPONSIBILITY FOR THE PROTECTION OF ' UTILITIES DURING CONSTRUCTION. NO ADDITIONAL PAYMENT WILL BE MADE FOR UTILITIES LOCATED BUT NOT SHOWN IN DRAWINGS. I 15. FOLLOW ALL CDH (COLORADO DEPARTMENT OF HEALTH) REGULATIONS AND PITKIN COUNTY DEPARTMENT OF ENVIRONMENTAL HEALTH FOR WATER AND SEWER LINE CROSSINGS. A L S N , C y " PVC Access Riser 16. CONTRACTOR TO VERIFY THE GRADE OF ALL EXISTING SEWER LINES BEFORE INSTALLING & insulated Lid (24" SII) ANY PIPE TO VERIFY INVERT ELEVATIONS. CONTACT ENGINEER WITH ANY DIFFERENCES IN P M IL S STEM �5• ELEVATIONS SO THAT GRADES CAN BE ADJUSTED. EXISTING AS-BUILTS She SHALL BE GIVEN TO THE CONTRACTOR AND ARE AVAILABLE AT THE ENGINEERS OFFICE 14" 0 Polyethylene FOR REVIEW FOR BIDDING. 5• 24.03 Gravel Parking Force Main to G. C. E. 4" Gravity Line 17. CONTRACTOR SHALL POTHOLE ALL MISCELLANEOUS UTILITIES THAT WILL CROSS OR Area PARALLEL THE LIVE PRIOR TO INSTALLING NEW LINE. IF GRADE CONFLICTS OCCUR, CONTACT 4 Crawl S ace Orenco R.btube Pump Vault ENGINEER SO III GRADES CAN BE ADJUSTED. Acc PVU 57-1819, OAE) 16. CONTRACTOR (?HOULD ALSO BE PREPARED TO POTHOLE TO VERIFY LOCATION OF EXISTING UNIT A SEPTIC LINES ON THE CURRENTLY OCCUPIED LOTS 1• t� 19. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE THIS PLAN WITH LANDSCAPING, 8 " MECHANICAL, PLUdfBING PLANS PRIOR TO INSTALLATION. ENSURE WATER SERVICES ARE L KEPT 10' FROM SEPTIC SYSTEM APPURTENANCES OR SLEEVE THE WATER LINE IN SCHEDULE A 11 G EPTIC INSPECT EXISTI 6" Covered Entry 40 PVC WHERE THE WATER SERVICE IS WITHIN 10 FEET OF SEPTIC SYSTEM ITEMS. Sn TANK TO MAK ;SURE 510„ A 1K I I�HIS AREA T IS USA i' t� Unit A 20. NOTE THE LINETYPE DIFFERENCES. FOR THIS PROJECT, THE CONTRACTOR IS E IN 0 O E !At`0 fi RESPONSIBLE TO INSTALL THE 'N4S" PIPING AND SLEEVING. THE CONTRACTOR IS E 0 bTHER. I Patio 21 RESPONSIBLE TO INSTALL SCHEDULE 40 SLEEVING ONLY FOR THE "F4S" PIPING. X/ ELEVATIONS SHAL: BE PROVIDED BY THE CONTRACTOR. THIS PROJECT SHALL INSTALL SERVERAL HUNDRED LINEAR FEET OF 4 " SEWER AT 1 /T MINIMUM GRADE AND ALL 6 SCHEDULE 40 PVC SLEEVING WHERE IT IS REQUIRED AT A WATER OR NEW ROAD CROSSING. -V v . 2 L10 t 'rsy /it 2.33 L12 Cove ed Entry L.C.E• L1mit it B w 1 J,)� REMOVE GOND TANK AND REPLACE VA7H NEW ONE Entry Step j Unit B ca ,� i DRYW ELL SIZING FOR WIJ RANCH, FILING 3 & 5 7/21/2005` SCHM UESER, GORDON, M EYER L O T #: 8 A 1P R O JE C T # 2 0 0 0 2 5 2. 0 1 2--_____ H0 U S E S I Z I N G CRITERIA: LOCATION: W /J RANCH, FILING 2 ON # BEDRO O M S 5 IL O W ER B U L L W IN K L E ROAD O FF M c LA IN FLATS # PEOPLE PER 3PITKIN COUNTY COLORADO i °BEDROOM 2 ;NOTES: .__--- USE (GPCD) 100 "CTL Thompson report indicates uniform PEAK FACTOR 1.75 'percolation for depths up to 20 feet t! :CTL, Profiles and Perc pits P 4 6 =HOUSE/LOT USAGE PER DAY(Q) 1750 GPD _ __n_ ------ --- - --- I IN P U TI FROM G E O T E C H iU S E R P R O F IL E S E E P A G E DIM EN. DEPTH RATE IDRYW ELL DIMENSIONS I(feet) (ft from surface) (rain/in) `m4 X 30 10 D _w _._..-_. -3 _ t Y 30 Z 14 1 'Z Includes Topsoil cover 4ANTICIPATED TOPSOIL _ g ! TOTAL DESIGN DEPTH (Z + ADDITIONAL) 14 DEP T H -(D)___. D from above 10 00 ft ;CALCULATE_ SURFACE AREAS (SAn) D 2 X + _ 2 Y _. s i d _e _S __.-____ 1200.0 S F S A 2 - X Y �B O T T 0 M 900.0 S F S IZ�E DRY W ELL -P IT SEEPAGE RATE t ; 3 0 .0 m in /in s S E E PAGE AREA REQ -0 IR E D =---A = (Q /5 )* (t)^'/2 ' 1917.0 'SF € --- - -4 S E E P A G E AREA PROVIDED = sum S A n COM PARE 2100.0 ,S F I SIZE ABSORPTION TRENCH FOR COMPARISON (TO CONFIRM DRYWELL IS REQ'D) j A V E R A G E S E E P A G E R A T E = t 30.0 m in/in S E E P A G E AREA REQUIRED = A = (Q /5)-(t)-% 1 91 7.0 ;S F I E TOTAL A B S O P R TION TRENCH A R E A = A* 3= 5 7 5 1 .1 S F herefore, typical trench design is too large GRAVE LLESS CHAMBERS REDUCTION (1/2)= 2875.5 S F 1 Therefore, typical trench design is too large ISDS TANK DESIGN 7/21/2005 PITKIN COUNTY I Schmueser, Gordon, Meyer, Inc. blue input value Lot/Locati Lot 8 A ? red calculated value Applicant Lowe W/J Enterprises Building Type: Single Family Home Square Footage: 2000+ GPD requirement: 100 gpd Bedrooms: 5 People Per Bedroom: 2 PitCo Factor: 1.75' Design Flow 1750gpd A\,g. Hourly Flow: 72.9°gph 30 hr retention wlum 2187.5 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 p � 9 9 0 two cell second tank. The second tank shall include a Biotube Effluent Pump/filter system, per County codes. Note: Don't need the first tank if tying into at least as big existing tank I I See plans for elevations. See specification package and/or Pitkin County Regulations for tank and drywell requirements * Total Volmes for future expansion - s Q5 V) 0 N Z O