Loading...
HomeMy WebLinkAboutpitkin.eh.264316401017 (2013)CouNT� 4SITE WASTEWATER TREATN, NT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd- Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0027.2013.POWT Parcel ID #: 2643-164-01-017 Permit Issued: ❑NEW CDU ❑REPAIR ®REMODEL/ADDITION ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT Owner(s): Richard and Katherine Kaplan Property Address: 123 Little Texas Legal Description: Size of Lot: .49 Size of Building: 4403 ft' Acres Detached Accessory Unit: ❑YES ONO Sq. Ft. Size of Accessory Unit: This system is designed to serve 4 bedrooms Designed By: Odisea Phone #: 970-948-5744 Fax #: Project #: _ Mailing Address: Sq. Ft. Dated: 7/30/13 PO Box 1809. Paonia CO Email Address: jeff@odiseanet.com Perc Rate: 5 MPI Profile Hole Depth Minimum Tank Capacity: 1125 gallons N/A Depth to Groundwater or Bedrock: ➢ Minimum Absorption Area: 403 ft2 Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is to add additional capacity to the existing system so it can handle the additional load of 1 more bedroom. A Sludgehammer S-600 will be utilized in the first compartment of the existing 1000 gallon 2 compartment tank and the S-600 aerator unit will be placed in the second compartment. The air compressor will be placed outside of the driveway area. The effluent will then flow into a new 500 gallon single compartment tank with another aerator and recirculation pump. The new tank must be traffic rated because it is in the driveway area. Risers on all tanks must be to grade. The alarm must be both audible and visible. 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 within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Bryan Daugherty Date: 8/26/13 Expires: 8/26/14 Installer: �~ License #: Reactivation Authorized by: Final Apprquql Issue By: Date: J {(rc �-..�, t 1. New Expiration Date: F] �p� loop SEPT MGAI-- SEPTIC TANK W/SLUDGE HAMMER =AT� SYSTEM S6GO • E Flo Z to rffian: LLJ 0 < Ro o N LLI LLI Z to LLJ 0 < Ro N LLI FU I= Z J LU LU r -of :30 0 0 '.w Water Management Associates, LLC 1926 Rufma Ct., Suite B Santa Fe, NM 87507 5Jk)i_,Q9j-6599 ffiN: 505-424-3773 0 December 11, 2013 To Whom it Nlav Concern: Village Excavating, Inc. of Basalt, Colorado is certified to install and maintain Sludgehammer Treatment Units. Madeleine Weils Atimirtismallve Atsisiani Water Management Associates, LLC Sludgehammer Distributor and Factory -Certified Reps L*-] S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS MEMORANDUM To: Steve Smith Steve Smith Construction Co Inc Aspen, CO 81611 steve@-,tevegmithconstruction.com Kim Raymond Kim Raymond Architect, Inc kim@krai.us From: Stephen Peightal, PE Date: November 12, 2013 Re: Kaplan Remodel 123 Little Texas Woody Creek, CO C It!gM-1: Septic Tank Lid A precast concrete septic tank was placed at the drive, with a lid not rated for traffic. A field placed lid was cast with the following criteria interpreted from construction digital images, mix batch data, and field information: Concrete compressive design strength: 5000 psi in 28 days. Concrete thickness- 8 -inches, Reinforcing: Grade 60 #5 spaced 6" o.c, each way placed 3" above bottom. Lid Span: 5-5" center/ center supports, Soil oil Cover. Approximately 2 -feet cover. Conclusions An analysis was performed based on an ASHTO wheel loading H2O classification, plus the dead loads of slab and soil cover. I find that the above referenced construction meets the design shear and moment requirements for this application. 13003 M SKPE - 298 Park Avenue e #301 9 Basalt, CO * 81621 - (970) 927-9510 0 skpe(0)sopris.nct NOW 0 ODISEA Odd•aeaVd-a-oAn: a unique journey home LLC. Physical: 337 Main Ave Mailing: P.O. Box 1809 Paonia, CO 81428 rei 970.9485744 w,,, ra odiseanet.com June 4, 2014 Brain Dougherty Pitkin County Environmental Health Dept. Aspen, CO Re: Certification of Kaplan Residence Replacement Septic System, 0123 Little Texas Lane Woody Creek Pitkin County, Colorado Brian: This letter is a confirmation of our inspections and certification of the installed system at the above - referenced project. There were a couple minor deviations due to costs and logistics, and the lack of capacity of the septic tank lid to handle HS -20 loading. A summary of these deviations follow. Due to cost considerations the decision to completely abandon the existing tank and install a 1,500 - gallon septic tank was confirmed as satisfactory with us prior to the installation taking place. This is in compliance with Sludgehammers specifications and was approved by us. The other change was that the septic tank arrived without a traffic rated lid. The attached design by SK Peightal Engineers Ltd was provided. We did not perform this design so cannot confirm its validity, but based on our inspections the lid was installed according to those design specifications. Based on the above information, the attached certification from Sludgehammer, and our site investigation we hereby certify this system as intended in our original design report submitted to you for the permit. Should you have any questions please contact me anytime during business hours. Very Respectfully, ©ti _REQ /S Z �i A 2 ; Digitally signed by Jeff Ruppert \� !��� Jeff Ru ppertDN: cn=Jeff Ruppert, o=0disea LLC, ©``'ou,email=jell@odiseanet.com,c=US SS/ONAL��' Date: 2014.06.04 11:34:42 -07'00' Jeff Ruppert, P.E. Principal 10"'Ological building design and consuuctign - consulting and siravv bale contracting - structural and civil engineering - sustainable urban planning Water Management Associates, LLC '1926 Rufina Ct., Suite B Santa Fe, NM 87507 December l I , 2013 To Aiom It May Concern: Village Excavating, Inc. of Basalt, Colorado is certified to install and maintain Sledgehammer Treatment Units. Madeleine Wells .A'di I iinIS�iftaIl -c r%"NNkz ala Water Management Associates, LLC Sledgehammer Distributor and Factory -Certified Reps G S K PEIGHTAL ENGINEERS Ltd STRUCTURAL CONSULTANTS To: Steve Smith Steve Smith Construction Co Inc Aspen, CO 81611 stove@stevesmithconstruction.com Kim Raymond Kim Raymond Architect, Inc kim@krai.us From: Stephen Peightal, PE Date: November 12, 2013 t_ Re. Kaplan Remodel rr 123 Little Texas Woody Creek, CO �y NAL X Item -1: Septic Tank Lid A precast concrete septic tank was placed at the drive, with a lid not rated for traffic. A field placed lid was cast with the following criteria interpreted from construction digital images, mix batch data, and field information: Concrete compressive design strength: 5000 psi in 28 days. Concrete thickness: 8 -inches Reinforcing: Grade 60 #5 spaced 6" o.c. each way placed 3" above bottom. Lid Span: 5'-5" center/ center supports. Soil Cover: Approximately 2 -feet cover. Conclusions An analysis was performed based on an ASHTO wheel loading H2O classification, plus the dead loads of slab and soil cover. I find that the above referenced construction meets the design shear and moment requirements for this application. 13003 M SKPE • 298 Pack Avenue * #301 9 Basalt, CO • 81621. • (970) 927-9510 • skpKO)sopris.net L' > ................ 0 .......... . ...... ........ flu H m.. ..... . cl) Tm L' KAPLAN RESIDENCE 123 LITTLE TEXAS 6 WOODY CREEK, CO 81656 AS -BUILT SEPTIC & DRAINAGE 9 m 4 0 .......... . ...... ........ flu H m.. ..... . cl) KAPLAN RESIDENCE 123 LITTLE TEXAS 6 WOODY CREEK, CO 81656 AS -BUILT SEPTIC & DRAINAGE 9 it Vo k %Ilk K I m R's y m o'n d A r c h.1 t,*,c t f l n c m 4 0 flu H it Vo k %Ilk K I m R's y m o'n d A r c h.1 t,*,c t f l n c Grand Junction Pipe & Supply Company PROJECT — - SHEET NO. PROJ. NO, DATE_ 13 Y-Z&2repEg 7' post #5@ IL's Y #6-0 b" /.-' ---i "140 (-C. Pitkin County Environmental Health Department Contact Log Sheet 1►FTit� Parcel ID#: Address: Date= Person Spoken To C oft)ments l_,(ction to be Taken = ' Initials Time ,nal ��/✓� �e 0.G 5� G - c © N 2 Q �U o. ✓� '�© ..O oC , - zLI -z� Lq �- r � ,-. --*,Ti _..76 Ss Cel a P Rd - Aspem 81£11 *w, 970.920.5070 FWC 97.5374 pwCol xw (Nvanww& ftm" Comair AssooWs OMW '2 Lo L4 1-7 gto4,2 lio or at • - - as -e l: Papme of 0 raw C] PjPXM M TO FAPLURf, ,t -qtr. ( TAW OWY II F€an OMY Cf syst*m Kew Cr K& -XX W'y r a -r am a ii • y i' a• s. s f �►_ . V77-7 MaZim-Im 0 It".)" A Physical. 337 Main Ave Mailing; P.O. Box 1809 Partin a, CO 81428 970.94857.4 SEPTIC DESIGN Prepared for the Kaplan Residence 0123 Little Texas Lane Woody Creek Pitkin County, Colorado Introduction This project consists of a bedroom addition to an existing 3 -bedroom home and the subsequent analysis of the existing septic system. The existing system was sized for 3 -bedrooms and a percolation rate of 3 min/inch — please refer to the Appendix for design calculations. The expansion will add one bedroom for a total of four bedrooms. An investigation of the existing septic and dry well system has been performed. We are proposing to continue using the existing system after adding a secondary treatment unit and supplementary 500 -gallon septic tank in order to reduce the load factor and thus the required absorption area. This design is based on flow numbers in the Pitkin County Environmental Health Department ISDS Regulations 2013. Field Investigation A mini -excavator was used to access the existing dry well beneath the driveway. Initial observation was that the water level in dry well was below the lowest wall perforations (the residence has been used on an intermittent basis for many years). A hose was inserted into the existing septic tank and used to provide water to the dry well in order to obtain a percolation rate. The day before measurements were taken water was added to the dry well for several hours until the water level rose by a few feet. Upon initial observation the following day, the water level had again dropped to below the lowest wall perforations. Water was again added to the dry well using the hose. It took approximately 30 minutes to raise the water level in the dry well by 4 inches. After 10 minutes the water level was again below the lowest wall perforations. The dry well appears to be in very good condition and performing as originally designed. After examination of the existing condition of the dry well, the positive results of the field investigation, and the new required absorption area based upon the following design calculations, the existing dry well is more than sufficient to handle design flows for this addition. A percolation rate of 5 min/inch was used for this design. A design flow of 900 gpd was used (see calculations below) and a reduced load factor (PLF) of 1.0 as allowed per Section 6.28.090 E of the Pitkin County Regulations for calculation the minimum absorption area for effluent from secondary treatment when the percolation rate formula is used. Kaplan Septic Upgrade DeQn Page 2 of 4 Design Calculations • Design Flow (4 bedrooms) = 75 gal/person/day * 8 persons * 1.5 * = 900 gpd • Required Absorption Area = PLF (Q/5) (t)^0.5 = 1.0 * (900/5) * (5)^0.5 = 403 sf • Required Septic Tank Size = 75 g/p/d x 2 persons x 4 bedrooms x 1.5 x (30 hrs/24 hrs/day) _ 1,125 gal Design Recommendations There is an existing 1000 -gallon septic tank in use on the site. We propose the addition of a new 500 -gallon septic tank after the existing tank, which will provide a total storage capacity of 1,500 gal and is sufficient to provide a 30 -hour retention time for the design flow stated above. In addition, we are proposing secondary treatment by placing a treatment unit in the existing septic tank with some additional components as described below. In order for the secondary treatment unit to function as intended, a minimum 24" diameter hole shall be created in the existing septic tank partition wall, 16" off the bottom of the tank. A Sludgehammer 5-600 will be used as secondary treatment. This type of unit uses Aerobic Bacterial Generator technology. We have been working in collaboration with the manufacturer to create a unique solution specifically for this project site. Though the product literature attached indicates a larger septic tank requirement for the 5-600, the reason behind this requirement is the need for a three-day retention time that is alleviated by the addition of a recirculation pump. The secondary treatment shall be installed as follows: A Sludgehammer 5-600 matrix stack shall be installed within the first compartment of the existing septic tank with the accompanying aerator in the second compartment of the existing tank. The required matrix curtain, an additional identical aerator, and recirculation pump (Sludgehammer model #RCP -1) shall be installed within the new 500 -gallon tank and the 5-600 effluent filter curtain shall be installed at the outlet to the drywell (a second air pump and alarm will be installed for this tank). The air pumps and alarm will be installed either within a basin on the exterior of the garage or without a basin on the interior of the garage (in this case, the alarm will still be installed on the exterior wall). The secondary treatment unit shall be installed by a technician certified by the manufacturer; all electrical work shall be installed by a qualified electrician. A follow-up inspection (to be conducted between the first and third week after start-up), as well as annual maintenance, shall be performed by a certified technician. Operation and maintenance guidelines as recommended by the manufacturer are to be followed. The Sludgehammer 5-600 is NSF -40, Class -1 certified and approved for use in the State of Colorado by the CWQCD. Effluent from the secondary treatment unit will be discharged to an existing drywell that is approximately 12 -feet deep (effective area) and 11 -feet square with a total effective area of 649 sf. Page 3 of 4 1 General System Notes Construction observation by the P.E.1designer is required by Pitkin County. A final inspection of the system shall be performed by Pitkin County and the P.E./designer prior to backfilling. •A contract shall be arranged with a certified technician for the annual maintenance of the secondary treatment unit as well as for system troubleshooting on an on-call basis. If there are any questions concerning this design or if we can be of further assistance, please contact us at the email or phone number below. Very Respectfully-, AZ -32 Jeff Ruppert, P. E. Principal jgt �:Iipdjwanet xo In (970) 949-5744 Kaplan Septic Upgrade Desi Page 4 of 4 APPENDIX S-4001 SludgeHammcr latest advance in septic w0ater treatment SludgeHammers nature cOed. wa answore . • Home • Applications • Products • News • Case Studies • Dealer.Ma • Companv • Contact (type here m search Search S-400 unit Recem mended for single-family residences up to 4 bedrooms, Dimensions Column diameter at top: 12" Column diameter at base: 14" Total height: 36" Electrical Electrical Service: 110 V, 60 hz. — 15 amp. Power draw: 40 watts — OS amp Air delivery rate: 1.7 CFM @ 2.0 psi Liquid mixing rate: 22,600 gpd @ 4 foot depth Fixed film utilization factor: 240 galJft2/day Organic digestion rate: 1.5-3.0 lb/BOD/day Tanks Minimum depth of tank: 40 inches Maximum depth of tank: 80 inches http://"*Iudgehaminer.net/product-services/s-400/ The latest advance in wastewater treatment. 1 of 2 7/23/13 11:02 AM S-400 I SludgeHammer latest advance in s*wastewater treatment O/www.sitidgehami-ner.net/product-services/s-400/ Single chamber tanks: Minimum 800 gal. Maximum 2500 gal. Certifications a� P-9 Model we'"-ftj SO 10 fpc-mm) m IAPMO STANDARD Ce�r�.ieenpK#Ffro MWC-t54i59! W AKU SUMA'd #0 intereahonai 1&C I90.2003 Accept No Imitations Make sure you select the leading name in ABG wastewater treatment. Recent News • Xandari Resort Hotel • fish in a septic tank!! • Restorina Nature • Kraimia Marketplace • The Cleary's Gallery MANN= (0 2013 SludgeHammer 1800.426.3349 1 Designed by Designix)t Creative 2 of 2 7/23/13 11:02 AM 0 NSF International OFFICIAL LISTING NSF International Certifies that the products appearing on this Listing conform to the requirements of NSF/ANSI Standard 40 - Residential Wastewater Treatment Systems This is the Official Listing recorded on August 5, 2009. SLUDGEHAMMER GROUP LTD. 336 SOUTH DIVISION ROAD PETOSKEY, MI 49770 800-426-3349 231-348-5866 Facility: HARBOR SPRINGS, MI Model Number S-400 S-600 Rated Capacity Gallons/Day Classification 400 Class I 600 Class I Note: Additions shall not be made to this document without prior evaluation and acceptance by NSF International. 1 of 1 3B980 789 N. Dizboro Road, Ann Arbor, Michigan 43105-9723 1_iSA 1 -800 -NSF -MARK 11734-769-8010 WIVW.nSforg f commercial & industrial fn communities marine residential f�� military 1.800.426.3349 Model S-400/600 NSF/ANSI Standard #40 Installation Instructions Congratulations! You have just purchased one of the most advanced and economical wastewater treatment systems on the market. The SludgeHammer° is the logical extension of our earlier technology that revolutionized the homeowner septic industry. Steady advances in design and experience with our innovative ABG (Aerobic Bacterial Generator) technology allows us to provide advanced treatment for residential, plus the heavy organic loads of restaurants and businesses. The remarkable efficiency we can attain using our specially designed SludgeHammer° Bacterial Blend reduces energy costs, the need for sludge pumping and ensures that the treatment process will be safe and dependable. Odors are eliminated. And now, treated effluent can be reclaimed for landscape irrigation. Your system will not be polluting the groundwater and nearby lakes and streams. The ease of maintenance means that SludgeHammer° Group Ltd. will be able to keep your system running smoothly. Now certified by NSF International as a Class 1 advanced treatment system under their NSF -40 Standard, the SludgeHammer° is recognized throughout the nation as a system that can make non- conforming or difficult sites suitable for home construction. Thanks! from the folks at SludgeHammer° Group Ltd. O h a t Y a u "-.$ the " e r O Shovel & rake O Hand saw and tape measure O 7/8" hole saw/drill bit O Phillips screwdriver and wrench O Primer and glue O 1/2" PVC schedule 40 pipe (amount based on location of tank) O Multiple 1/2" PVC 90 -degree elbows (dependent upon site layout) O 1/2" PVC tee or elbow for bacterial catalyst assembly handle O 1/2" quick connect union (optional) O Mastic O Riser (if none on septic tank) 3 General Guidelines The instructions here are for typical installation for loads of up to 400 gallons per day (Model S-400) and 600 gallons per day (Model S-600). These instructions are general. Some installations may have differing additional requirements due to particular site conditions. Please complete the SludgeHammer® on page 19 prior to installation. 21 For NSF -40 els The NSF -40 kit for the S -400/S-600 models accom- panies the SludgeHammer® in separate packages. It should consist of the following separate items: - Matrix Curtain - Matrix Stack - Matrix Float - Effluent filter - Alarm Box & Control Panel The S-600 model also includes an extra aerator and associated Matrix Float. Septic Tank Requirements Tanks— The S -400/S-600 models of SludgeHammer® require different minimum sized septic tanks for installation. S-400 1,500 gallon two -chamber tank 1,000 gallon chamber 1 500 gallon chamber 2 Lid above inlet of chamber 1 Lid above outlet of chamber 2 S-600 2,000 gallon two -chamber tank 1,333 gallon chamber 1 677 gallon chamber 2 Lids above inlet and outlet sides of chamber 1 Lid above outlet of chamber 2 Septic Tank Requirements -con inued Riser— The riser will provide access to the unit for future inspections and maintenance. If there are no risers on the septic tank, expose the top of the septic tank so riser (not provided) can be installed. Risers need to be approved by the local authority and installed per manufacturer's instructions. The lid should be secure to prevent unauthorized access and have provisions for safe access. Install the riser over the septic tank opening where the unit will be installed. To be effective, you will need just enough riser to allow for the 1/2" air line assembly, as well as enough height to reach grade. Location of the Unit— The SludgeHammer® unit and all Matrix assemblies are placed in chamber 1. The effluent filter is placed on the outlet of chamber 2. 0 'Location of the Air ?tm One or more basins are used to house the air pump or pumps necessary for the system, depending upon the model number. The basin/ basins should be placed in a convenient location anywhere between the house and the treatment tank. If a basement, garage or shed is available, the air pumps can be installed without the basin. In this event the alarm should be placed at a visible location, preferably on the side of the house nearest the treatment system. The pumps should be located near an electrical source, preferably in the shade. See APPENDIX for wiring. SiudgeHammerO Group Ltd. 1-800-426-3349 5 0 • Dig a 4 to 6" wide by 8 to 12" deep trench from the air pump to septic tank riser (local requirements may vary). (Figure 1) • Drill a 7/8" hole through the riser at or near the bottom of the trench. Install a 1/2" PVC Sch 40 pipe (not provided) through the hole so that it extends into the riser at least 12". This PVC pipe is the air line that will connect the air pump to the SludgeHammer° unit. (Figure 2) The area where the air line enters the riser must be sealed with mastic or by similar means. For the Model -S-400, the air pump is installed as usual. • For the Model S-600, the air line within the riser should have a tee installed with two ball valves downstream of the tee so air can be delivered and air flow regulated between the SludgeHammer° unit and the additional air diffuser. + Do not allow dirt or other contaminants to enter the air line. Additional fittings and pipe may be required depending on the location of the pump. C:1 Figure 1: Trenching to riser. Figure 2: Bringing air line to riser. Instaill the 1,Jnits in the Septic ) - 1` Figure 3 Figure 4 Figure 5 Figure 6 0 NSF -40 Matrix Components— The following describes the sequence for the installation of SludgeHammer's° NSF -400-600 models: MATRIX CURTAIN: These curtain installation instructions will essentially show you step-by-step how to install your curtain, beginning with removal of the curtain from the box, right up to closing up the tank, such that your installation will be flawless. We have installed many of the curtains in an experimental form so that we know that this is the simplest and easiest way possible for you to have a stress -free, successful installation, if you read and follow these instructions carefully. • Install a pipe hanger or some sort of clip (not included) into the side of the riser so that you have something to tie the harness to once the curtain is inside the tank. (This will make it easier for you to remove the curtain from the tank, should that become necessary). (Figure 3) • Remove the curtain from the box. It will be wrapped with a long rope hereinafter referred to as the "lanyard." (Figure 4) Unfold the curtain and lay it down on the ground so that it is flat and tie the lanyard to the "saddle," (Figure 5). This becomes what we will refer to as the "harness." (Figure 6). The harness end represents the TOP of the curtain. • Fold the curtain in half width -wise, making certain that the harness is accessible. (Figure 7) —continued on next page 7 V Install the Units i (continued) NSF -40 Matrix Components (continued)— Then gather (like an accordion) the curtain up from bottom to the top (Figure 8). • While holding onto the harness, insert the curtain into the tank, bottom first and such that the vortex of the curtain is pointed to- wards the inlet to the tank. (Figure 9 & 10). Once the curtain is in the tank, allow the cur- tain to unroll while keeping a slight tension on the lanyard part of the harness. Tug on the lanyard until the curtain falls into place, making certain that the ends have been po- sitioned into the corners of the tank and that the vortex is pointing towards the inlet to the tank. (Figure 11) Tie the harness onto the side of the riser, keeping a slight tension. Close the lid. As with all equipment, the curtain should be checked periodically to ensure that it is still in position and functioning. MATRIX FLOAT: • The Matrix Float is then inserted into the chamber in the open area between the curtain and the inlet and as near to the inlet end as possible. The unit is designed to be free-floating so do not worry about connecting it to anything. (Figure 12) • For Model S-600, the Matrix Float is larger and is associated with the extra air diffuser that is included. MATRIX STACK: • The Matrix Stack comes as a separate unit that is connected to the top of the SludgeHammer° column as follows— (Figure 13) Figure 7 Figure 8 Figure 9 Figure 10 H Install the Unitsthe Septic Tank ( ntinu e ) SludgeHammer® Column— The Matrix Stack should be tethered so that the top sheet of the stack floats immediately at the surface of the water in the tank. This means that the tethers that extend down out of the stack need to be attached at the appropriate length. (Figure 13) —continued on next page Chamber Wall with Opening Inlet Effluent Filter A C Ca — Matrix Stack Matrix Float Matrix Curtain TOP VIEW S-400 (1,500 GALLON) SLUDGEHAMMER SEPTIC TREATMENT SYSTEM NOT TO SCALE Figure 11 Figure 12 Figure 13 Figure 14 A G C�3 SludgeHammerO Column (continued)— For instance, in a tank with 52" water depth the SludgeHammer column is 36" high, the Matrix Stack is 13-5/8" thick so that the tethers should be approximately 2-3/8" in length, total equaling 52". For tanks that are shallower than 50", the stack will rest on the SludgeHammer° column but that will not affect performance. (Figure 14) • Remove the threaded rod that passes through the top of the SludgeHammer° column. This is for shipping purposes only and should be discarded. • After attaching the Matrix Stack to the SludgeHammer° column, take the rope that is included with the unit and tie it to the SludgeHammer° column so that it passes upward through the central holes in the Matrix Stack unit. Use this rope to lift and lower the SludgeHammer° column and Matrix Stack into the tank. (Figure 15) • Anchor the rope to the ground with a stake or other means so that it does not fall into the tank while completing the air line assembly. • To complete the air line assembly, cut the two PVC pipes to the appropriate length. Make a glued connection with a 1/2" PVC 90 (not provided). (Figure 16) • If installing a quick connect union (recommended), cut the horizontal pipe to a shorter length allowing for the extra connection. —continued on next page 10 Figure 15 Figure 16 Figure 17 0 0 Install the UnitsS ( (continue:', Blend Bag Figure 18 WARNINGS All electrical installations are to be completed according to local codes and ordinances. All electrical work is to be done by a qualified electrician. Never enter an empty septic tank. Septic gases are extremely hazardous and can cause death. Detectable and non-detectable poisonous gases will remain in the empty septic tank. Do not breathe septic gases while working around open septic tanks. Exposure to methane and hydrogen sulfide can be harmful. SludgeHammer® Column (continued)— • Remove The SludgeHammer° Blend Bag & Assembly from the packaging. Glue a 1/2" PVC Sch 40 pipe (not provided) into the coupling end of the SludgeHammer° Blend Bag & Assembly creating an extension. The extension should be long enough to extend up into the riser when the Bacterial Catalyst Assembly is set down into the installed unit. (Figure 17 & 18) • Cut the PVC pipe to a length so that it is a few inches below the lid of the riser and glue on a 1/2" PVC tee or elbow (not provided) as a handle. This facilitates the removal and replacement of the SludgeHammer° Blend Bag & Assembly. • Slide the PVC extension with the SludgeHammer° Blend Bag & Assembly down the center PVC pipe of the Unit. Do not force the SludgeHammer° Blend Bag & Assembly into the unit. As long as it is submerged within the air column in the unit then it is positioned correctly. (Figure 18) • Tie off the excess rope from the unit to the horizontal air line pipe. (Figure 19) • Remove central component from Best Effluent filter and glue or attach with a flexible coupler to the outlet pipe of second chamber of the septic tank. After filter body is set, insert the central component back into the filter and close septic tank lid. • Install a high water alarm float in the outlet chamber and extend sensor wires out to Alarm/Control Box. SludgeHammer® Group Ltd. 1-800-426-3349 11 • Plug the air pump into outlet and make sure it begins to operate. (Be sure all basin connections comply with local codes.) • Check all PVC pipe and fitting joints for evidence of air leaks. Make sure liquid over the unit is being actively agitated and aerated and that the SludgeHammer° Blend Bag & Assembly is submerged. (Figure 20) • Some odors might become noticeable, but typically subside within 24 -hours. If odors are apparent within the house refer to Site Evaluation Form for inspection of proper plumbing and venting. Place the riser lid over the top of the riser opening to reduce exposure to gases. White PVC pipe and fittings are not UV resistant. All exposed pipe and fittings must be covered or painted (not provided). • Install septic tank riser lid. Make certain all lids are tight. • Backfill trenches and bury all 1/2" PVC pipes to restore the landscaping. (Figure 21) • Your install is complete! • Follow-up inspections are recomended between the first and third week after start- up. • After start-up of the unit, a foam or bubbly flock may occur in the tank witin a week or two. This foam is harmless and is a sign of healthy bacterial activity. It will dissipate over time. 12 Figure 19 Figure 20 Figure 21 `ground3ackground and Guidelines . Operating a "{ S Proprietary bacteria are introduced at start-up of the system within the bacterial catalyst, which is replaced as part of the annual maintenance. Several billion bacteria spores are contained within the bag. Unlike a conventional anaerobic septic tank, the proprietary bacteria in combination with the air -enriched effluent, break down the solids within the septic tank. The proprietary bacteria is robust and capable of adapting to a wide variety of conditions and moderate abuses, but the bacteria perform best when care is given to what you put into your septic system. The SludgeHammer° Blend Bag & Assembly can be safely handled. As a precautionary measure, SludgeHammer° recommends washing one's hands after handling this part of the product. _F__1 __1_11 —1-1111 The following are recommended guidelines to follow after the installation of the SludgeHammer®. These guidelines are within the normal suggested septic system guidelines for the standard conventional septic system. • Household cleaning products or chemicals should be discharged down the drain into the septic system sparingly. Typically available household cleaning products can normally be used. Cleaning products containing disinfectants, pesticides or products that make claims they kill bacteria should be used sparingly. • Laundry soap and detergents with bactericides should also be avoided. Laundry should be spaced out over the week. If bleach is going to be used, choose a powdered bleach. If possible, do no more than one load a day when using bleach. • Products labeled "natural, organic and biodegradable" still can be toxic; toxic compounds are found everywhere in nature. Read the labels carefully and avoid products that claim to "kill bacteria." • If the home is unoccupied for any extended period, up to two months or if the unit is in a septic tank serving a vacation property that is periodically occupied, leave the air pump operating. Service intervals should be scheduled for the start-up period of each season when possible. • If a vacation home is closed up after the vacation season and the system will be unused for more than two months, unplug the air pump. When the vacation home is occupied the next season, have the service provider install a new bacterial catalyst, and plug in the air pump. The system will restart without additional oversight. • If power is lost for up to six days where the air pump is not functioning, then the septic system should function without problems. Should the power remain out for an extended period of time, then contact your local certified installer or maintenance provider for an additonal service visit to check the system. IF THERE ARE ADDITIONAL QUESTIONS contact your local Certified SludgeHammer® Installer or Maintenance Inspector. 0 APPENDIX The following instructions detail the appropriate installation procedures for the Air Pump Basin assembly. This is an option when there is not an appropriate location to install a pump within a nearby structure, such as a garage or basement. The Air Pump Basin must be vented to supply air to the pump and for cooling. The following are recommended as the minimum requirements for maintaining the life of the air pump. Air Pump Connect Basin Air Line to Air Pump Requirements The SludgeHammer° package includes a clear tube air pump connector with two hose clamps, and a barbed The Air Pump can be located glue fitting connected to a PVC 90 -degree elbow. Please in a garage, shed, basement locate and set aside. or other suitable structure. • Cut a PVC close nipple and glue into the female When these are unavailable or adapter. Take the Air Pressure Sensor tee and glue impractical it can be located it to the close nipple. Add a second close nipple and in the plastic basin supplied glue into the Air Pressure Sensor tee. (Figure Al) Make certain the threaded barb adapter on the clear by SludgeHammer°. Locate tube air pump connector is tightly threaded into the the basin as close as possible PVC 90 -degree elbow (provided). Tighten the hose to an electrical source in clamp on the barb end (provided). Position the air pump in the center of the basin. DO NOT GLUE a shady spot. Burying the THIS CONNECTION NOW! Estimate the correct basin over one-third of its length for the clear plastic tubing to make sure it height is not recommended, does not kink and cut to length. since there is potential for . Remove the air pump and the clear tube connector. moisture, condensation or Put the second hose clamp (provided) over the open water to collect in the basin. end of the clear plastic tube, slide the tube over the outlet port of the air pump and tighten the hose These conditions can cause clamp. the air pump to malfunction. • Reposition the air pump within the basin, now connected to the clear tube connector, slip the PVC 90 -degree elbow over the close nipple to insure that the clear tube is not kinked, then glue the PVC 90 -degree elbow onto the close nipple. (Figure A2) 15 Figure Al: Air supply pipe connection to air pump with sensor attached. Figure A2: Air pump installed in protective basin. If Using External Alarm Control Box The Alarm/Control Box should be placed in a location where the alarm light will be visible and the alarm sound can be heard. Bring the air pressure sensor wires and high water alarm float wires in the septic tank to the Alarm/Control Box. Hook both sets of sensor wires to terminals 1 and 2 per the electrical schematic. (Figure A3) Uunuvn m LOCATION - atsnr� alarm neutral line tine (air pump) pump (N) pump (L) I - gnd TO SLUDGEHAMMER ALARM SWITCH & LEVEL SENSOR Figure A3: Electrical connections inside the Alarm/Control panel. 16 0 0 Make Electrical Connection to Basin and Air Pump Note: Hire a qualified electrician to wire a GFCI protected connection to the air pump. Suggested Electrical Conduit Assembly Required components: • 1/2" Carlon (or similar) gray electrical male adapter • 1/2" Carlon (or similar) PVC entry elbow • 1/2" PVC Sch 40 pipe • 3/4" barb end spade bit • EMT lock nut • Wet or dry PVC glue • Install a 1/2" Carlon (or similar) gray electrical male adapter (not provided) by drilling another 3/4" hole, typically at 90 or 180 degrees from the air line connection male adapter. Follow the same procedure as the air line male adapter installation, except use an EMT lock nut on inside of the basin instead of the female adapter. • Cut a close nipple approximately 1-1/2" long from 1/2" PVC pipe (not provided) and glue it into the Carlon male adapter. Glue a 1/2" Carlon PVC entry "L" (not provided) onto the close nipple in the position best suited to connect to the electrical service. Leaving it unglued for the electrician is also an option. Check to make certain the electrician properly glued this connection. (Figure A4) • The electrician can connect the electrical service tothisentryor make hisown waterproof connection to the basin. The electrician must connect the basin and air pump to a GFCI protected service that meets the codes and ordinances of the local authority having jurisdiction over electrical installations. Figure A4: Entry elbow for electric. 17 ** NOTE TANK SIZEAND CONFIGURATION VARIES BY MANUFACTURER. THE TEST TANK FOR S-600 (2,000 GALLON) SLUDGEHAMMER SEPTIC TREATMENT SYSTEM NOT TO SCALE KEY: A. SludgeHammer° column B. Extra aerator (Used on S-600 model only) C. Matrix stack D. Matrix curtain (See TOP VIEW for arrangement) E. Matrix float F. Air pump G. Air pump protective basin H. Tank risers I. Air lines J. PVC union K. PVC ball valve L. Tee connection to air lines inside/outside riser Side View IN 0 Ispa SludgeHammer SITE EVALUATION FORM 1. Year of septic system installation ; age in years 2. Is property owner occupied rental commercial restaurant other 3. Residence — bedrooms ; adults ; teenagers (13-19) ; children under 13 4. Restaurant — seating capacity_; meals served per day ;grease trap? 5. Other commercial — employees ; meals served per day 6. Reason for installation — new construction_—, healthy system retrofit ; failure 7. Any current pharmaceutical drugs being used? YES / NO. If yes, name of drug ; how long is drug being taken 8. Does a water softener backwash into the septic tank? YES / NO. 9. Other type of water treatment? YES / NO. 10. Is there a gray water system? YES / NO. Where does it drain? 11. Has the septic tank been serviced on a regular basis? YES / NO. Frequency 12. When was the tank last pumped? Who was the service provider? 13. If the septic system has failed, please answer the following questions Y or N. a. Symptoms: field surfacing ;tank surfacing ;swampy field ;odors field breakout ; backed up plumbing ; aggressive plant growth on field ; dead plants on field ; aggressive plant growth on outlet pipe path b. Have chemicals been used in disposal field? If yes, name of chemical how often ; last time used ; results c. Have septic tank bacteria/enzymes additives been used? If so, name of products ; how often ; last time used. d. Any long-term pharmaceutical drug therapy prior to failure? If so, name the drug -Used for how long? e. Did occupancy change in the residence prior to failure? f. Additions/remodels completed since the installation of system? If so, what construction was performed? g. Any modifications/repairs made to septic system at any time? If so, what were the modifications/repairs? h. Was construction, landscaping or soil work of any kind done near the disposal field? If so, when and describe same? L Is there a well ; water meter current reading ? j. Has the septic system been inspected by other qualified individuals? If yes, by whom and what is that person's phone number? k. Is the local health inspector involved? If so, whom? I. Have any permits been issued? If so, what is the permit number: ? INSPECTION 14, SEPTIC TANK MUST BE LOCATED AND ALL CHAMBERS INSPECTED. Please list sizes/chambers/numbers/pump tank condition 15. System type: conventional ATU ; mound ; sand filter ; cesspool other 16. if cesspool, give the dimensions ; liquid depth ; opening size 17. What is the design of the disposal: Leach line ; seepage pit bed chamber ; other 18. Topography of site is flat sloping ; gentle medium steep ? 19. Are there trees, hedges, bushes or large plants growing on or near disposal field? 20. Attach photographs and make a drawing of the septic system layout with dimension, not to scale, on back of this form. 19 H SludgeHammer"' SludgeHammer® Group Ltd. 336 S. Division Rd. Petoskey, MI 49770 Ph: 1.231.348.5866 Toll Free: 1.800.426.3349 Fax: 1.120.834.3102 www.SludgeHammer.net Sludg,eHammer`3— ! p n 1" s° - Septic systems have successfully treated household waste for hundreds of years. Soil absorbs the waste and microbes in the ground consume organic material. As long as there is oxygen, the microbes thrive. Without oxygen they produce biomat— a slime that clogs the soil. It is estimated that 95% of all septic system failures are caused by biomat clogging. Eliminate it and you extend the life of new leachfields or drip irrigation systems and drastically reduce the need for septic tank pumping or destructive property repair. Enter the SludgeHammer°, an Aerobic Bacterial Generator that fosters the growth of a curative biomat of specialized bacteria right in the septic tank. As the SludgeHammer° eliminates waste in the tank, it sends out an endless stream of microbes that keep the soil open and porous. These powerful bacteria help control nitrates and fecal bacteria that contaminate the soil and nearby groundwater. Most importantly, they preserve the soil's health as long as the SludgeHammer° operates. 4APh1b) Model S-400/600 IAPMO STANDARD IMO- MARPOL ?� Certified by NSF to IGC 180-2003 MEPC -159 (55) NSF/ANSI Standard #40 International Sludgellarnmer- Group Ltd, 336S ' 36S. Division Road Petoskey, MI 49770 M 1.231.348,5866 Tall Free: 1.800.426.3349 Fax: 1,720.834,3162 www.SludgeRammer.net RCP- 1 Testing* (cD- 5' Water Depth, 60W Pump 6 ft/head - 12960 gal/day 8 ft/head - 10080 gal/day 10 ft/head - 5760 gal/day 12 ft/head - 2880 gal/day 14 ft/head - 2880 gal/day 16 ft/head - 2880 gal/day `Research Tank Located @ 336 S. Division Rd. Petoskey, MI 1,500 gal, dual chambered cement 10-27-2001 JRE TY LIGHT =NDANT E U PROPOSED WINDOW WELL BELOW (_ADA(_C DI AAI a] E EXISTING FDN WALLS :ARAGE DOOR A H N NOTES' IE EXISTING SYSTEM SHALL REMAIN AND BE USED WITH THE ?ADES DESCRIBED IN THE SEPTIC SYSTEM REPORT. LOPES OF NEW PIPES SHALL BE VERIFIED PRIOR TO ALLA TION. A NEW PENETRA TION MAY BE NECESSARY IN THE 'TING DRYWELL TO MAINTAIN A MINIMUM SLOPE OF %8" PER T. HE PROPOSED SECONDARY TREATMENT UNIT SHALL BE 'ALLED PER THE MANUFACTURERS SPECIFICATIONS IEW TANKS, RISERS AND MANHOLE COVERS SHALL BE IGNED FOR HS -20 LOADING. m �F_ tJ59ok/ / EXISTING RESIDENCE EXISTING DRIVEWAY PROPOSED 500 GALLON TANK (WITH AERATOR AND RECIRCULATION PUMP) EXISTING SEWAGE LINES FROM HOUSE TO SEPTIC TANK TO REMAIN —� / GE OF ROARING FORK RIVER / / ^ SEPTIC SYSTEM SITE PLAN 1 C� O SCALE'. 7'=20' J m / M NI PER M.MMF. L / / RECIRCULA77ON LINE FROM NEW TANK AIR SUPPLIES FROM AIR PUMP it FLOW --- REOM IN F SLUDGEHAMMER S-600 AERATOR SLUDGEHAMMER S-600 B SYSTEM SCHEMATIC SECTION G`l U,/ SCALE N.T.S. H Ci N WE Z W W < S 0 W 0 W 0 10' 20' 30 40' C-) SCALE: =20' 0 W J EXISTING DRYWELL TO REMAIN EXISTING LINE BETWEEN EXISTING TANKS TO BE REPLACED WITH NEW LINE TO PROPOSED ADDITIONAL TANK EXISTING SEPTIC TANK TO REMAIN SLUDGEHAMMER AERATOR TO BE PLACED IN THE SECOND CHAMBER OF THIS TANK 2410 HOLE TO BE CREATED IN THE EXISTING PARTITION OF THIS TANK SLUDGEHAMMER S-600 TO BE PLACED IN THE FIRST CHAMBER OF THIS TANK PROPOSED AIR COMPRESSOR UNIT IN NEW VAULT WITH VENT AND CONTROLS ON BUILDING PER MANUFACTURERS INSTRUCTIONS EXISTING SEPTIC TANK, DRYWELL, RISERS AND MANHOLES COVERS TO REMAIN —\ — AIR SUPPLIES FROM AIR PUMP 12 RECIRCULATION LINE TO SEP77C TANK - FLOW -- NEW 500 GALLONG TANK WI7H S-600 AERATOR, RCP–1 RECIRCULA77ON PUMP AND MATRIX CURTAIN PER SLUDGEHAMMER SPECIFICA77ONS 1:1 w w �o as i UJ o ga 0 O U W F- W Z J � O U J Z N FY - o n. SITE PLAN C1.0 SHEET 1 OF 1 - I . " '• r: Existing System Design DESIGN CAL CLILA TIONS 1. DETERMINE DESIGN FLOW J BEDROOM HOME * 2 PERSONS/BEDROOM * 75 GPCD = 450 GPD 2. SEPTIC TANK SIZE REOUIRED = 1.5 * 450 GPD * 1.25 DAYS = 844 GALL ONS INSTALL 1000 GALLON SEPTIC TANK J. PERCOLATION 7-ES7-1/VG DONE BY 808 NELSON, NELSON ENVIRONMENTAL, 5175194. PERCOLATION RATE = J UP/ AT 85' DEPTH (SEE CONSTRUCTION NOTE )�2) USE SAND AROUND PIT PERIMETER, LOAD/N6 RATE = 1.30 GALISFIDAY 4. DETERMINE f`ZELD SIZE AREA = 1.50- 01L. R. AREA = 1.50 * 450 / 1.30 = 520 S.F- 5 SIZE DRYWELL TYPE SEPTIC SYSTEM AREA REQUIRED = 520 S F USE 72' DEEP PERFORATED DRYWELL REQUIRED SIDE PERIMETER = 520 S. F/12' = 43-3' EACH SIDC,, OF S Y5 TEM = 43.3;74 SIDES = 10.83' INSTALL DRYWELL WITH I V SOUARE SCREENED ROCK WITH 2' SAND AROUND PERIMETER OF ROCK AREA GENERAL NOTES: 1. All moteriols, installation practices, setback requirements, etc., shall comply with the Pitkin County Individual Sewage Disposal System Regulations. 2. Sand used in bed sho// be medium texture sand: Sieve Size 4 8 16 30 50 100 200 ASTM Spec. ---------- 95 - 100 80 - 100 50 - 85 25 - 60 10 - 36 2 0 Uniformity Coefficient <= 4.0 The engineer may require that a gradation analysis be performed to certi)5, that the proposed material meets this specification. J. Stone shall be 1 112" to 2- washed rock. 4. Piping to system shall be standard solid wall sewer pipe, ASTM 3034 —Slope at minimum 1/4'/ft. 5. The area disturbed by construction shall be reseeded with native grosses to prevent erosion. 6. Use risers as needed to bring septic tank access hatch within 6" of finished grade. 7 Cost iron pipe of equal, strength or other pipe properly 5, l D. PERFORATED WALL MINIMUM 120 BELOW SEN SAND Existing System Design 60" CONC. COINER MANHOLE FRAME, COVER dt 11vNER PAN SBF 1,312 NATIVE DRYWELL BACKFILL NECESSARY 4 - SEWER FROM fAA1K SAND ROCK TYPICAL HIGH GROUNO" TER OR BEDROCK SEPTIC DRYWELL-- MTS GENERAL NOTES: 1. All materials, installation practices, 5 requirements, etc., shall comply wit, Individual Sewage Disposal System ) 2. Sond used in bed shall be medium Sieve Size 4 8 16 jo 50 too 200 ASTM Spec. 95- 100 80 - 100 50 - 85 25 - 60 to - JO 2 - 10 0 - J Uniformity Coefficient <= 4.0 The engineer may require that a gj performed to certify that the prOPC this specification. 3. Stone shall be 1 112" to 2" washe 4piping to system shall be standard . ASTM 3034-S1OPe at minimum 114 5. The area disturbed by construction native grasses to prevent erosion. 6. Use risers as needed to bring Sept' within 6" of finished grade. 7, Cost iron pipe of equal strength or supported to prevent failure PY set from tank for a distance of at leo the inlet and outlet ends. 8, The following preventative mointenor recommended to prolong the life 0 q) Pump septic tanks at least On b) Check plumbing fixtures on a all leaks which can add S" S-1 to the system. 10. The Contractor and Owner shall to are necessary to assure that 0) sewer lines ore completely water infiltration of groundwater into the b) the system is installed to Prey gravity sewer lines. 11. The Pitkin County Environmental H, the Engineer shall be notified whe commences and kept abreast of so that sufficient inspection can conformance with these plans. Pr hours notice to each. 12. If expected water usage varies fl