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HomeMy WebLinkAbout2200 Spring Creek Rd - 211115302002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2169-02 BP NO. 141 51 OWNER: ANN CATHCART PHONE: 970-524-2706 MAILING ADDRESS: P.O. BOX 1146 VAIL CO 81658 APPLICANT: GLENN PALMER PHONE: 970-926-3373 SYSTEM LOCATION: 2240 SPRING CREEK GYPSUM CO TAX PARCEL NO. 2111-153-02-002 LICENSED INSTALLER: DAVIS EXCAVATING SCOTT DAVIS LICENSE NO. 2-02 PHONE: 970-926-3788 DESIGN ENGINEER: ALPINE ENGINEERING GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR THE DEVAP UNIT FOR THE YURT RESTROOM 500 GALLON ONE COMPARTMENT TANK FOR THE HAND WASHING SINKS IN THE REST ROOM, AND A DEVAP 2000 UNIT TO HANDLE THE SOLID WASTE FROM THE RESTROOM. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATEDI2/28/02 WITH A CLEANOUT BETWEEN THETA K AND THE BUILDING AND EVERY 100 FEET OF EFFLUENT LINE TO THE LEACH FIELD THAT WAS PERMITTED IN IS-2162-01. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION OR WITH ANY QUESTIONS REGARDING THE INSTALLATION THE BUILDING CERTIFICATE OF OCCUPANCY WH L NOT BE ISSUED UNTIL THE SEPTIC SYS- TEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: FEBRUARY 5, 2002 CONDITIONS: I. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED CONCRETE SEPTIC TANK: 1000 GALLONS IS LOCATED DEGREES AND 47 FEET —INCHES FROM THE NORTH EAST CORNER OF THE BUTLnTNr COMMENTS: THE ENGINEER'S FTNAT CFRTTFTreTT0N AND As—g1jIl;T DRAWING WERE RF FT 7F11 ON MAV 3n ?()02 THIS SYSTEM IS FOR THE RESTROOM DEVAP UNITS AND THE GREY -!LATER ANY ITEM NOT MEETING REQUIREMENTS WIL EC D R AL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK 1S COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: JUNE 17, 2002 107 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERAHT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2169-02 BP NO. OWNER: ANN CATHCART PHONE: 970-524-2706 MAILING ADDRESS: P.O. BOX 1146, VAIL, CO 81658 APPLICANT: GLENN PALMER PHONE: 970-926-3373 SYSTEM LOCATION: 2240 SPRING CREEK, GYPSUM, CO TAX PARCEL NO. 211 1-153-02-002 LICENSED INSTALLER: DAVIS EXCAVATING, SCOTT DAVIS LICENSE NO. 2-02 PHONE: 970-926-3788 DESIGN ENGINEER: ALPINE ENGINEERING, GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MININIUNI REQUIREMENTS FOR THE DEVAP UNIT FOR THE YURT RESTROONI 500 GALLON ONE COMPARTMENT TANK FOR THE HAND WASHING SINKS IN THE REST ROOM, AND A DEVAP 2000 UNIT TO HANDLE THE SOLID WASTE FROM THE RESTROOM. SPECIAL INSTRUCTIONS: INSTALL AS PER ENGINEER'S DESIGN DATEDI2/28/02 WITH A CLEANOUT BETWEEN THE TANK AND THE BUILDING AND EVERY 100 FEET OF EFFLUEN'r LIE TO THE LEACH FIELD THAT WAS PERMITTED IN 1S-2162-01. CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL INSPECTION PRIOR TO BACKFILLING ANY PART OF THE INSTALLATION Olt WITH ANY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICATE OF OCCUPANCY WILIL NOT BE ISSUED UNTIL THE SEPTIC SYS- TEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL }HEALTH APPROVAL: DATE: FEBRUARY 5, 2002 CONDITIONS: I.. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED N 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT N BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR, TO COVERING ANY PORTION OFTHE SYSTEM. INSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: y INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT rr`_'1 t-AliLt U(-)UN L Y tN V 1KUNMr-N 1 AL rihAL 1 t7 vi v i,-)I,vty P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 2162 O1 BP NO. 13991 O%V1ER: ANN R. CATHCART PHONE 970-524.2706 MAILING ADDRESS: P.O. BOX 1146 VAIL CO 81658 APPLICANT. GLENN PALMEa,ALPINE ENGNEERINQ PHONE: 970.926.3373 SYSTEM LOCATION 2280 SPRhN�G{,. K RD. GYPS M 0 81637 TAX PARCEL NO 2111-153 o2-pQ3 LICENSED INSTALLER: L�1�¢'�5 XA-I>r+c".=A t �utlR LICENSE NO .68 91 PHONE: 9�G�sv-�6 DESIGN ENGINEER- GLENN PALMER. ALPINE ENGINEERING PHONE NO 970-926-3373 1 TALLA "1 HEREBY GRANTED FOR THE F W� Mt. IMUM - UIItVERCEPTOR R?HE LEA1Lv1NG CAMP MAIN LODGE 29oD Its ' tt LM 5 � ' -260 GALLON NE OMP TMENT SEPTI TANK TALLED IN FK T OF THE 1250 GALLON AUTO - SIPHON DOSING TANK THAT DELIVERS ALTERNATING DOSES OF 225 GALLONS TO 2 SEPARATE LEACH FIELDS THAT TOTAL 6695 SOUARY- FEET OF ABSORPTION 6MA CREDIT VIA 213 INFILTRATOR UNITS 103 UNITS IN FIELD A AND 108 UNITS IN FIELD S. [PFCIAL. INSTRUCTIONS INSTALL AS PER ENGINEER'S DESIGN DATED DECEbIBER 28 2001 INSTALL IN SERIAL PISTRIDIrTUN IN TRENCHES WITH CLEANQVTS BETWEEN THE TANKS AND THE J3UILDNG AY ALL BENDS IN TH,E EFFLUENT LINE AND EVERY 100 FQFT EXCEPT 13ETWEFN THE 0,05IING TANK AND THE TEE RAKE ALL TRENCH SURFACES TO PREVENT THE SMEARING, QF SOILS DO NOT INSTALL IN WET WEATHER. AND IN- STALL INSPECTION PORTALS IN EACH TRENCH. CALL. EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR FINAL IN- SPECTION P TO BACK FILIJNG ANY PART OF THE INSTA.LXATION,OR WITH AJNY QUESTIONS REGARDING THE INSTALLATION. THE BUILDING CERTIFICA OCCUPAN BE issu TIL T PTIC SY5TEI-I HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL ATE: JANUARY 17, 2002 CONDITIONS 1. ALL INSTALLATIONS MUST COMPLY WTTN ALL REQtnMMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PVRSUANT TO AUTHORITY GRANTED IN 15-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WWCH HAVE FULLY COMPLIED WITH COLTITY ZONING AND BUILDING REQUIREMENTS CONNECTION TO. OR USE WITH ANY DWELLING OR STRUCrvR.E NOT APPROVED BY THE ZONING AND Bi11LUING DEPARTMENTS SIIALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OP THE PERMIT. AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF 7tIE PERMIT 3. CHAPTER IV. SECTION 4 03.29 REQUIRES ANY PERSON WHO CONSTRUCTS. ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEBPIED To BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY r0RnON OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: SQUARE FEET (VIA ) INSTALLED TANK GALLONS IS LOCATED DEGREES AND FEET INCFIES FROM NSTALLED TANK: GALLONS IS LOCATED DEGREES AND FEET INCHES FROM COMMENTS: ANY ITEM NOT MEETING REQUIREMENTS WILL E[ CORRECTED BEFORE FINAL APPROVAL OPSYSTKM IS MADE. ARRANGF, A RE-IN4PECTION W14EN WORK IS COMPLETED. FNVIRONMENTAL HEALTH APPROVAL DATE' 1_5T 2 `1 V 1ZT 9Es�Vcm ISDS Permit #-jl (- GC _ U Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.0o PROPERTY OWNER: 60" 2, GAT MAILING ADDRESS: 0 770- 5z y-Z 7D(, APPLICANT/CONTACT PERSON: GLE)uN �PgLNE LPINE 1 PHONE: '170 - %Z& -3373 LICENSED SYSTEMS CONTRACTOR:_ 0N1CN I ADDRESS: PERMIT APPLICATION IS FOR: NEW S LOCATION OF PROPOSED INDIVIDUAL SEWAGE rtloi TALLATION ( ) ALTERATION ( ) REPAIR DISPOSAL SYSTEM: Legal Description: LOT 2 EJ t* L P LA T V T 5P ►1j S. P-ANJ 64 Parcel Number: o2111- 0 . - /T� -UQ_�, Lot size: H,50N AC_E:�= Physical Address: BUILDING TYPE: (Check ( ) Residential / ( ) Residential / ( Commercial / TYPE OF WATER SUPPLY: ZZyo SPe,N applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms Industrial* Type rQ-1-.:tr ,ct,5M Wellr%A Spring ( ) Surface Public ) Name of Supplier: *These systems require design by a Registered Professional Engineer [DOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: AMOUNT PAID:— Y �� RECEIPT# CX b p �, DATE: CHECK -- /�� `� CASHIER: SEPTIC SYSTEM APPLICATION VAIL LEARNING CAMP LOTS 19 2, & 3 UTE SPRINGS SUBDIVISION EAGLE COUNTY, COLORADO JULY 2001 (Revised December 27, 2001) Prepared for: Ann Cathcart Vail Learning Camp P.O. Box 1146 Vail, Co 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, Co 81632 (970 926-3373 v �t TABLE OF CONTENTS Introduction................................................................................................................................ 1 SepticUse................................................................................................................................... 2 Grease Interceptor, Septic Tank Size........................................................................................... 3 SoilProfile Hole......................................................................................................................... 4 PercTests.................................................................................................................................... 4 AbsorptionArea.......................................................................................................................... 5 Setbacks................................................................................................................................... 5,6 LodgeSchematic...................................................................................................................... 7,8 DosingChamber....................................................................................................................... 10 SepticTank............................................................................................................................... 11 GreaseInterceptor..................................................................................................................... 12 Typical Absorption Field Section.............................................................................................. 13 DevapInformation............................................................................................................... 14-18 DevapReferences................................................................................................................ 19-23 ApplicationRates...................................................................................................................... 24 i Introduction The Vail Valley Learning Camp is proposing to operate within the Ute Springs Subdivision. The camp is an overnight camp which operates predominantly in the summer, approximately as follows: • June, July, August: full use: 50 students, 15 teachers • Sept. -May: %4 use: 12 students, 3 teachers A Lodge is proposed to be constructed on Lot 3 for the purposes of: • Kitchen • Bathhouse • Laundry- 0 Bathroom • Infirmary Students are to sleep in 6 yurts to be placed on Lots, 1+2, with 2 Devap (Biological Mediation System Composting) toilet systems located near the yurts for nighttime use (at one location, boys, iris . Hand wash will be provided, with running water from the Lodge. The Devap systems have successfully been in operation for a number of years at Vail, Beaver Q Creek, Arrowhead, Telluride, Deer Valley and Copper Mountain ski areas. The Devap system is an odorless, waterless, non -discharging system. Composting toilets are proposed to reduce water consumption for the well permit, and provide for horizontal setbacks to the existing well and meet setback requirements to the pond and stream. (See sheets 7, 8) The composting toilets require a small amount of water to operate, which is to be provided by a water service line, which will also be used for handwashi. Due to the long distance from the Lodge (where the water treatment exists), it will be very expensive to pipe treated water to the restrooms. The well water has over 250mg/l of sulphates: we are proposing to u e reverse osmosis treatment for drinking water and run r/o water to the restroom. I", �4 A(' k 4 F— S i r e '-At &Z - ff be paper service. 2 standard water tank toilets are to be provided in the Lodge, for infirmar teacher use only: it will either be locked, signed, or located in a bedroom to restrict u ent use. A third devap system will be located in the Lodge for general use (see schematic attached. . The students will sleep in the yurts, and have their classes/sessions on the yurt decks during the day: they will only go to the Lodge for mealtime. Most of the day will be spent at the yurts, on - site, or off -site not at the Lodge. Proposed Use: 50 students + 15 teachers A. 50 students 50 students, resort camp @50gpd/person = minus paper service = 50 students (3 meals/day)(3-1.5 gal. Meal) _ minus toilet use (devap) = 50 students x 6 use/day x 3 gal/flush= or 50 students (work camp w/out toilet @35gpd = minus paper service Use average = (1,525+ 1,375)/2= (equals 29gpd/person) B. Teachers 15 teachers (29gpd/person)= plus 15 teachers x 3 toilet uses/day at the Lodge @1.5 gal/flush= plus 1 infirmary x 6 uses/day a 1.5 = Teachers, use 2,500gpd 225gpd 900gpd 1,375gpd 1,750 225gpd 1,525gpd 1,450gpd 435gpd 67.5gpd 9 gpd 511.5gpd Yurt Devap System (Lot 1 + 2) Non -Discharging Composting Toilet System, handwash discharges to septic system Hand washing at yurt restrooms 50 students x 6 use/day x Iquart/wash = 11.25gpd 15 teachers x 3 uses/day x 1 quart/wash = 75gpd 86.3gpd Peak use = 86.3 x 150%= 129gpd Lot 3 (Lodge) Use Students 1450gpd Teachers 511.5gpd Minus Yurt hand wash (129eod) Average Total use = 1832.5gpd Peak use=1832.5 (150%) = 2748gpd State review of septic required over 2000gpd average flow, entire system (yurt & Lodge) =1832.5gpd average flow (1041 permit over 10 single family equivalents = 3500gpd, entire system = 2748gpd) No 1041 permit required. 2 Existing Lot 1 (Estimated for horizontal setback check) 2 bedroom house (existing) 1 bedroom trailer (existing) 3 bedrooms x 2 persons/Br. x 75gpd x 150% = 675gpd Maximum setback = 100' to well, 50' to river, irrigation ditch, pond. Grease Interceptor 65 meals, 3 times per day 8:00 a.m. — 7:00 p.m. = 8 hour operation *2 65 meals/hr x 6 (* 1) x 2.5 x 1.0 (*2) = 975 gallons (say 1000 gallons grease interceptor) Recommend 1" conduit for plower for aerobejejt aeration system. (future, if odor, � etc.) * 1 paper service, but maybe dishwasher for pots and silverware. *2 - 8 hour operation, breakfast is typically cereal or breakfast rolls (not cooked), lunches are typically sandwiches, not cooked. Septic Tanks *Lodge Qpeak = 2748gpd Tank = 2748gpd x 30hours/24 = 3436 gallons Use 3500 gallon septic tank. •Restroom (DeYan�n�1 ost type: Handwash only.) eak = 29 d 0/40 — 161 gallons Used plastic (PE ) septic tank :only at handwash. tention . Auto Siphon /or pump An auto siphon is proposed as a means to split the flow equally to 2 absorption areas for the Lodge, and gain the benefit of dosing. Propose 4 doses/day using average use, to both fields. Qavg= 1832.5gpd/4 = 458 gallons/dose (Z fleldy - ZZq g1�J(p�� f '2lci )lAltevi4afe 01" . , 6' manhole = IIR2 = II(3)2 (7.48) = 211.4 gallons/ft. J 458 gallons/211.4 gallons/ft = 2.2' deep fluid depths. 3 •Soil Profile Hole Two soil profile holes were available, apparently dug for utility construction to the North and East of Lodge. Both profile holes were similar, if not the same: 3-4' deep of silty/sandy loam, 1' deep layer of sandy gravelly silty loam, then 1 to 2' of silty sandy loam, over evaporite bedrock One hole was 6.2' deep, the other 5.6' deep where an evaporite (possible gypsum) was encountered. The evaporite was very hard, but appeared to percolate water (it is more likely absorbing water) - and was considered an impervious layer. Since the infiltrators will be 1 %' deep; there should be 4' of percolative material below the infiltrators/absorption area to the evaporite - bedrock. (The evaporite reacts to acid, so it is likely a calciferous evaporite, and not gypsum). The soil appeared to be uniform across the proposed leach field area, except for some areas on the west/upper side of lots 2 & 3. It appears that if a pump option is used, and a field placed above the lodge, 1-2 infiltrator trenches may cut thru this other soil type. This soil did not have as much vegetation growing on it, but appeared to have more roots in it, was hard to dig and slightly cemented: it would break into pieces, that by hand could be pulverized into fine silt and sand. I was concerned that the soil could be gypsiferous, and therefore ran a specific perc test within the soil which was prewetted and tested for 1 3/4 hours (perc test #2). The hole actually percolated faster than the other holes in the typical soil condition. Percolation Tests 4 percolation tests were run in the area of the Lodge Lot 3 absorption area. Since there are at least 2 options for leach field locations, it is recommended that the system be reviewed, adjusted, and if necessary obtain perc tests in actual field areas, and/or verify soils and percolation during the inspections of septic system construction. Hole Description Depth Perc Hole 1 In typical soil 21 2 In harder loam, possible evaporite 1.05' 3 In,typical soil 2.5' 4 lln typical soil 2.5' Percolation Tests Hole Time 1 8:14 8:24 8:34 8:44 8:54 9:04 9:14 9:24 9:34 9:44 2 15 25 35 45 55 5 15 25 35 45 3 16 26 36 46 56 6 16 26 36 46 4 17 27 37 47 57 7 17 27 37 47* Perc rate last 120 min. Last 10mi 1 10.52 1 0.71 0.83 0.93 1 0.99 1.06 1 1.1 1.18 1 1.23 1.25 4min/in 42 min/in 2 0.52 0.74 0.88 0.98 .45/1.05 0.61 0.75 0.88 0.95 1.02 12 min/in 3 0.79 0.96 1.09 1.16 1.23 1.31 1.35 1.39 1.43 1.48 19 min/in 4 0.79 1.05 1.32 1.41 1.49 1.57 1.65 dry 10.5 min/in *hole #2 refilled at 8:54 0 Absorption Area The slowest, last 10 minutes of the 4 percolation tests was 42 minutes/inch. The average of the perc tests, last 20 minutes was (24+12+19)/3 = 18 min/in. For the application rate, the soil could be classified as a "sandy loam, loam" or "Loam, porous silt loam", with application rates of .6gpd/sf. and .45gpd/sf respectively: based upon percolation rates, the average of the last 20 minutes (18 min/in), indicates an application rate of .45gpd/sf., and the slowest last 10 minutes (42 min/in) of .6gpd/sf. •Lodge Absorption Area "A" Qpeak = 2748/2 — 1374 gpd PPrrnlntinn rnta A = (Q/5) SIT = (1374/5) q42 = 1781sf. Application rate (Lodge) ,,-^ �A = 1374/.45gpd/sf = 3053sf. C©OS¢ L,--"47.3% i ltration reduction = 1609sf. � � sl o����0 1609sf/15.5 sf/infiltration = 104 units 7 trenches @ 15 units/trench =105 units c7L 7 trenches @ 93.75' long. ---- *Lodge Absorption Area "B" Qpeak = 1374gpd + 129gpd = 1503gpd Percolation rate A = (Q/5) SIT= (1503/5) 442 = 1948sf. Application rate (Lodge) A = 1503/.45gpd/sf = 3340sf. 50% infiltration reduction = 3340(.5) = 1670sf. 1670sf/15.5 sf/infiltration = 108 units 0(1 Top 3 rows @ 100' long Lower 4 rows @ 93.75' long 5 Yurt Restroom Absorption Area Handwash goes to Lodge Field "A" Setbacks The largest (most restrictive) setback is the absorption area to well, @ 100' + 8' per 100 gallons over 1000gpd. No septic system horizontal setbacks overlap one another. Setbacks were checked as follows. Qpeak = 1374gpd/field "A", 1503 gpd/field "B" Leach Field to: Well Stream Prop. Line Yurt/Dwelling Qpeak gpd Lodge "A" 130 80' 10' 20' 1374 Lodge "B" 141 91'*2 10' 20' 1503 Yurt Restrooms 0 0'*2 10' 20' 129gpd to field "B" Exist Lot 1 100' 50' 10' 20' 675 Septic tank to building: minimum 5' Septic Tank to potable water supply: 10' minimum *2 Stream/water course setbacks overlap and impact the existing irrigation ditch. The existing irrigation ditch is lined with an impervious liner: If the liner is not adequate, the irrigation ditch fall within the stream/water course setback and may need to be piped. 2 WATERLESS TOILETS WATER CONSERVATION TECHNOLOGY FOR PUBLIC RESTROOM FACILITIES Water is our most precious resource. Without it, we could not exist: We drink it, grow food with it, recreate in it, use it for industry and flush it down the toilet. Biological Mediation Systems is the leader in the development of systems designed to conserve water and reduce energy costs. Our hands-on field experience, in connection with research and development, has resulted in the creation of two patented systems, the DEVAPT" 2000 and the Vault Evaporator. Systems: I. DEVAPTM 2000 The DEVAPTM 2000 is a zero discharge on -site waste reduction and treatment system. This system can be used for any application where clean, odorless restrooms are needed. Since the DEVAPTM 2000 effectively reduces and treats waste on site, without a sub -surface drain field, the benefits are numerous. (Please see Important Notice - attached) Benefits: 1. Reduced energy cost savings, since pumping is not usually required 2. Safe for the environment, does not pollute underground water supplies 3. Unequaled performance which does not emulate any other technology 4. Odorless 5. Uses no chemicals 6 Ease of maintenance, maintenance personnel agree the Devap"m 2000 is the "system of choice" 7. High public approval 8. Saves water The DEVAPTM 2000 can be used, and is currently in use, in luxurious homes, guest lodges, ski resorts, trails, camps, offices, highway rest areas, day use areas, parks, etc. Indeed, the DevapTM 2000 is suitable for any location where public restrooms are needed, as well as being ideal for back country areas where on -site waste reduction is important. (For AC or DC application) II. Vault Evaporator The Vault Evaporator is zero discharge on -site waste reduction technology. This patented system was developed to address two very important issues, odors and escalating pumping costs. The Vault Evaporator opens the door for new applications that are not practical or possible with any current - - - - — --- - standar'd_yau1_f sysi_em:�This system uses mechanical ventilatton to eecfively—control'o_dors, while it reduces waste and the frequency of pumping` (For AC or DC application) Biological Mediation Systems, Inc., P.O. Box 8248, Fort Collins, CO 80526 Telephone: 800-524-1097 - Telephone: 970-221-5949 - Fax: 970-221-5748 - E-mail: bmsi@cybercell.net SYSTEM THE DEVAP'" 2000 1S A HUMAN WASTE REDUCTION SYSTEM THAT HAS A PRIMARY DESIGN FUNCTION OF ELIMINATING LIQUID. The DEVAP' 2000 has been designed to achieve an optimum -controlled environment for the natural aerobic biological reduction of human waste. This system is an odorless, waterless, natural process that uses no chemicals. It has been specifically designed for heavy public use and can be installed in any location. Our DEVAP" SYSTEM accelerates the process of waste reduction through evaporation and dehydration. This system controls the direction of the air as it moves through the conversion tank. This provides a clean and odorless restroom facility. Another unique feature of the DEVAP'" SYSTEM is the control of liquid. Liquid that enters the tank may travel up to 126 feet during the evaporation process. There are two methods of directing liquid to the back of the tank: one is to pipe the urinal drain to the rear of the tank, and the other is through liquid channels on the sides of the center vent that direct liquid to the rear. This increases the liquid retention time and allows thousands of cubic feet of air to pass over the liquid in the bottom as it travels and evaporates. The ventilation fan can regulate the amount of CFM, depending on usage. - . %% y' _' The engineered ventilation system is desi ned to regulate the amount*of oxygen (air) that frows through the conversion tank. The amount of air flow (or CFM) can be regulated, depending on the amount of usage. The ventilation system directs the air flow by pulling air into the tank, either through the toilet chutes or air vents. This provides the oxygen for the initial conversion area. Air is then pulled down the two side panels to the lower portion. This again provides the oxy&en for the biological process and a continual air flow for evaporation. The air flow is then directed into the center clean -out vent to be exhausted out of the tank. The maintenance aspect is one of the most important features in the DEVAP` 2000 final design. The removal of the finished material is required at least once a year. The front lower area of the tank provides a clean -out area 18".vide and 60" long. After the first year of use, material is moved into this area from the interior bottom of the tank. Another unique feature is the center vent and side vents allowing the removal of material from the back, center and front of the tank. The material that has been moved into the removal area is allowed to remain until it is thoroughly dry. The DEVAP' SYSTEM prevents liquid from entering the clean -out area. I . Two interior service tools, an interior light and viewing ports, allow maintenance personnel to service the upper chamber without opening the access door or removing the service tools.11 PRE -FABRICATED BUILDINGS AND FOUNDATIONS Plan and build your own facility using our system or let us do it for you We manufacture high -quality buildings and foundations delivered to your site for quick and easy installation. This is economical because we furnish the plans and engineering. There is minimal site distrubance and your costs are fixed. No change orders! For complete specifications and planning information, call 1-800.524.1097. United States Forest Coconino NF 2323 E. Greenlaw Lane GO Department of Service Flagstaff. AZ 86004 Agriculture FAX: (520) 527-3620 V/TTY: (520) 527-3600 File Code: 7430 Date: March 3, 1998 Mr. Loren Lustig Piney Run Park and Nature Center 30 Martz Rd. Sykesville, Maryland 21784-8125 Dear Mr. Lustig I am hanpv to reply to the questions in your letter of February 7, 1998 concerning our exner;erlce with composting toilet buildings and the units from Biological Mediation Systems (BMS) in particular. The Coconino National Forest has been installing composting toilets since 1989 and currently operates 12 composting toilets at 10 different campground and day use recreation sites. All but two of these sites are adjacent to streams and reservoirs. (Note: I will use the term "composting" thoughout this letter to collectively refer to all of the various types of composting or evaporative waste treatment units available.) We have composting units from four different manufacturer's and have settled on the BMS units as our preferred choice. BMS has put a lot of thought into their design. The units are easy to maintain and easily.accomodate shock loading from a holiday weekend. We have received excellent support from BMS after installation. They call whenever they plan to travel through our area to see if we need anything and usually stop by one of the sites to monitor the operation of the unit. In general, composting toilets have worked out well for us. Our visitors like the them for their cleanliness and odor free environment compared to our standard vault toilets. Where we have a site that is environmentally sensitive or has restricted access for a sewage pumper truck we prefer using a composting toilet. We currently have 3 BMS units in operation ranging from 4 years to 6 months old, all are working fine. One of these units was a retrofit of an older composter that proved too small for the usage and was replaced with a BMS unit. The utilization level of these units ranges from about 25% of capacity'at a reservation -only equestrian campground to about 60% at a campground. We have 2 more toilets with BMS units under construction that will go into service this spring. One of the existing and both of the 2 new BMS units are located at recreation sites along Oak Creek near Sedona, A.Z. Oak Creek is one the few perennial streams in our area and the state legislature has designated it a "unique waterway," meaning that any wastewater discharge within 1/4 mile of the stream must be the same water quality as the creek or be fully contained in a lined disposal system. The Arizona Department of Environmental Quality (ADEQ) regulates all of our wastewater facilities. We follow their setback requirements of 100' to a live stream or lake, our closest toilet to Oak Creek is about 120'. ADEQ also requires us to install some type of backup device to evaporate or store any excess liquid that can't be evaporated by the composter at our sites along Oak Creek. This is due to problems experienced by most of the earlier composting systems with evaporating all of the liquid waste they received. We have been allowed to locate our toilet buildings just inside the U�S IF' - Caring for the Land and Serving People Prmed on Recyded Papef 100 year flood plain as long as the top of our evaporation bed is above the flood plain. These beds look like raised planter beds with a decorative rock surface and they double as interpretive exhibits. A small sign on the side of the bed explains that the composter and evaporation bed are part of a self-contained wastewater treatment system that doesn't use any of the limited drinking water available at the site. At first ADEQ wanted a chain link fence around the raised bed to keep people off of the gravel surface. We asked them to allow us to try these signs instead and they have been very effective at doing the same thing at much less cost and visual impact. We have received quite a few favorable comments about the message we're conveying and it ties in with the conservation message given throughout this particular site. We chose to use a lined evaporation bed adjacent to each of these toilets that takes advantage of the and climate at these sites to dispose of any excess liquid waste. At our toilets equipped with BMS units the amount of excess liquid going to the evaporation bed has been minimal as observed through an inspection port built into the bed. BMS sizes the ventilation system for each site's usage and v relative humidity conditions. At one of our sites located away from Oak Creek we have equipped the BMS unit with their DEVAP equipment to evaporate the excess liquid in place of a Ieach field. This device has worked well. We have not been required to install these backup devices at sites away from Oak Creek. At most of our older composting toilets we constructed a small leach field when soil conditions permitted. A small pump inside the composter operated by a float switch pumps the excess liquid to the leach field. The leach field was located 200-300' from any watercourse The typical volume of excess liquid is usually less than 5 gallons per day, about 10 gal/day on a holiday weekend. Another site with an older composting toilet is built on solid rock next to a boat ramp at a remote reservoir. The composter is connected to a 200 gallon fiberglass tank in the basement to collect the excess liquid. The tank is periodically pumped out by a septage hauler but we have been thinking of fitting the tank with fan and air diffuser to help evaporate the liquid and maybe eliminate the need to pump it out. We would not hesitate to use BMS for any future installations. Their designs, service, and quality of materials have been the best of the four manufacturer's I have dealt with. They are a very innovative company when it comes to restrooms at difficult or sensitive sites. ADEQ has been quite pleased to see us use composting toilets instead of vault or flush toilets because the waste is treated onsite instead of carried elsewhere or put into the soil for disposal. ADEQ intends to use one of our sites on Oak Creek that will be finished this spring as a demonstration site to show nearby landowners what can be accomplished with composting and photovoltaic technology. I hope this information will be of help in allowing your new facility to be built. In my experience, a BMS toilet located within 60' of the reservoir would not be a potential pollution source if properly maintained and located above the maximum spillway flood elevation. In the unfortunate event a composting toilet should be inundated by flood and any waste escapes the unit, the dilution factor is so great as to make it imperceptible, probably no worse than the amount of wildlife excrement that would be washed into the reservoir. Our only experience with leaking composters has been on our older units that depend on effluent pumps to transfer the excess liquid to a leach field or holding tank. Occaissionally the pumps have failed or plugged up with fine sawdust. The liquid level would build up and eventually flow out a vent hole in the chamber and make a puddle on the floor. Clean up was done with a mop, bucket and disinfectant. We have not had this problem with any of our BMS units. Composters have the advantage of being able to readily detect any problems because all of the equipment is exposed and easily inspected whenever the routine maintenance is done. Any leak would be readily noticed and contained in the basement, unlike a buried vault or sewer line. Should you desire any additional information or need to clarify any of the above, please feel free to contact meat 520/527-3591. If you ever happen to be in the vicinity of the Grand Canyon, we are about 80 miles south and would be happy to show you any of our sites. Sincerely, Shannon Clark, P.E. Facilities Engineer �c I� BMS Waste Treatment Systems National Value Engineered Structures BIOLOGICAL DEVAPT" 2000, Patent No. 5,342,516 Prefabricated Public Restrooms MEDIATION Vault Evaporator, Patent No. 5,573,661 Water Flush and Waterless REVAPTM SYSTEMS, INC P.O. Box 8248 - Fort Collins, CO 80526 A Shane Group, Inc. Company REFERENCE LIST JOHN COLLINS 303-969-2922 NATIONAL PARK SERVICE/US PUBLIC HEALTH SERVICE DENVER, CO RICHARD PILATZKE 719-526-1730 WATER PROGRAM MANAGER, US ARMY, FORT CARSON DIRECTORATE OF ENVIRONMENTAL COMPLIANCE AND MGMT. TERRY ARMBRUSTER 303-275-5184 U.S. FOREST SERVICE, REGION 2 OFFICE DENVER, COLORADO DAVE ERLENBACH/BRENDA LAND 909-599-1267 FOREST SERVICE TECH & DEVELOPMENT CENTER SAN DIMAS, CA TOM BARNES 970-667-4650 COLORADO DEPARTMENT OF TRANSPORTATION LOVELAND,CO JO IVES 970-963-2266 U.S. FOREST SERVICE, WHITE RIVER NATIONAL FOREST JASON RUYBAL 970-385-1323 SAN JUAN NATIONAL FOREST DURANGO, CO JOHN WILSON 770-784-3060 GA DEPARTMENT OF FISH & WILDLIFE ATLANTA, GA DAVID FREEDMAN 404-656-2770 GA DEPARTMENT OF NATURAL RESOURCES JOHN BRUNER 307-777-6235 WY STATE PARKS CHEYENNE, WY PROVIDING TECHNOLOGYTODA3'... FOR THE FUTURE (zD GENE KRANING 303-651-8446 CITY OF LONGMONT, CO/PARKS AND RECREATION HERB BROOKS 307-739-2659 JACKSON HOLE SKI AREA JACKSON, WY BARRY DAVIS 303-969-2921 NATIONAL PARK SERVICE/US PUBLIC HEALTH DENVER,CO ED GLASS 516-868-7904 TOWN OF HEMPSTEAD, OVERLOOK PARK, NY NANCY KOBERSTEIN 303-778-8774 MILE HIGH GIRL SCOUTS COUNCIL DALE DISHMAN AURORA RESERVOIR, CITY OF AURORA COLORADO 303-690-1633 LONNIE PINGREE 806-857-0306 LAKE MEREDITH NATIONAL RECREATION AREA C� TABLE 7-2 RECOMMENDED RATES CF WASTEWATER APPLICATION FOR TREKH AND BED BOTTOM AREAS (4)(11)(Wa Soil Texture Percolation, Application Rate Ra teb min/in. gpd/.ft2 Gravel, coarse sand <1 Not suitablec Coarse to medium sand 1 - 5 1.2 Fine sand, loamy sand 6 - 15 0.8 Sandy loam, loam 16 - 30 �.6 a Loam, pc-ous silt loam 31 - 60 0.45 Silty clay loam, clay loamd F1 - 120 0.2e a Mjy be suitable estimates for sidewall infiltration rates. b Rates based on septic tank effluent from a domest'c waste source. A factor of safety may be desirable for %*istes of significantly different character. c Soi 1 s with perc-ilati on rates <1 min/in. can be used if the soil is replaced with a suitably thick (>2 ft) layer of loamy sand or sand. d Soils without expandable clays. e these soils may be easily damaged during construction. 214 F�iNE E ENGINEERING INC. Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado/81632/970-926-3373/F FACSIMILE TRANSMISSION .9 .m 22753 Z JDATE: 5 - Z-7 -®Z JOB Ti TLE: ou- 5 /.Sxtxj,. Name: Name: la Ly Name: Company. te !X Company. Company. Fax: Fax: RECEIVED - Fox: Name: Name: Name: Company. Company. Company. Fax: Fax: Fax: d 1 Number of pages (including cover sheet) E'2 del NN PAL" REMARKS: V15�4,cd T I,,e uia 5 tilvrq LA 1-1 1 L--iq CGsltic. ---,eye VA f �i+VV 1� C11-1 0 eV �o -GIs,&" '}77 1 ' 1 !B w ® Ge � 4 e, e- g Aq i w s :'t d '� ter ( �• rc0111 ZV t1-7 '51 O � R i7vC vrc� Lie ' 01. P, of e 0 ve V o C IeAn, Vol.~ �✓ ✓ry ' f .vn SPA+ -ram - f i �. The- re5 -F,-cr P" 6-e -hc tya. 2-CO + %Ril r000 go NJ :NT e ® L vd fe- i5.ef 4, c ��fG plv 5 /000 g'W11A P'v � /�✓'� c%vc�� ��s ins /.�,//�� ,�C�we� � ��v� 0 A C feR'-*r. pa/ YG114 z hel eal Gu mac/ 7 v hle �- /Do o l �Yr,►� —7y'eA�j Q /41 �z I -14 . / C- � D ✓�/v , S�Owi��-PPS SLrii�p fiA-61 p 1 / ovi c A l ply - (A,// 5sz'o- 7�6 ,fee l -evo r t"Pll J101 )ge `-i, ca Weil,Pi" Areas gj4d -pie [ a 5pfiW., b,- , ve iwe 1.1r cam- _ O O propane 23' O 41711 `IftO I main lodge O,clean out " ,2 0' 181-10 vT� SP�Iti CsS r< eN t V G cAt-P /V d); �, T14 NTH 2 4" F solids tank 2 4" 4 8" L '2" 3 6'_Z ' jocpo,aall - '2 gray water tank �U , " 5 grease trap 12 50JA I lcr3 , dosing chamber ►o leech field V' Co ?JD�= �roV �dtd d UTE SPRINGS L.C. I DAVIS EXCAVATING 5-23-02 F to lower field .4cce>9 +Pss�ev�o YURT PRIVY ttYc't`E` Utz', CL-qv-*tJi 45' 6" 471511 septic tank 49' 6" 5�2, 3" I+ If �I �i `� ) I72lvC WA%, i red shed 199'6" 08'4" L— 0' TEE 188'6" -.._.__.. 35'10" lower leech field - 16 9' 6' 7 9' 160'4"-------- 168'10" 55,8,,_--_ _. 891411 13 3'4" pump house shed UTE SPRINGS L.C. DAVIS EXCAVATING 5-23-02 U� — x �i• .I 00 N wr`I^V // 00co 0 it / 1 1 N O, W it w �� I I-r4- ���� �'� O \x 'FI d t7 �I�i\il I .I I'o c 10.0 iW ot- �, O i t0 I ._ III {I ' II O�� ..... I I f W co W i t Uo tD 0 II In 1 �- z `n ;II N I IN i o O C to mox II __ ___ _ _ _Uw co1 L \.ODC'E^'"•"' , 00 •O l'I P-7 ti - Z p dOD• .0 // x ti Q " e// I I F o y ;�� i i .o of , 8 n o _ W� a z W % % S I 00 .. a w o w \� `s } 171 2 pttCN _ 0 in Lj o i / �.. s U lL tO sd , .J� I I 'I A F '01-LJ 8._ - co I &o r- w a Z y� / - — — i '� „ ' , r • I „•y-'y,,,•.- �,,,,.- Q yxMYi+ 41 C? VS I � . .. - • ' A /t TBACK to � •r a? I � Q � x� f»Qt /. � U+) JU as < o j j f I �% x >01—/ �pP) lx O w z8 �I (,I .-I o to 05 �G� �(I cq 1 I to oC�T N� 8 J M �� ... I� 11 I� M 4171 UA K I ot O- Wd UG) V II _tx•0 lv_ W LO I 1 t0 IW ' I II I rn w o W w W 90t - � N I � I�, n i z o o _..� t�i o I M m 1 r I O c� - >, _-. - I- I to z Cr C-4 IQ I I j Do �.- �Q I i v+ � l a f f I co `t• I' 't N I I M I p E .m J W I I L r< 3d 131N3 ONIOlif18 0311YId 1SIX3 — -- J I O .0 "gym° m 0 I I I I z to mM` ozz o I I II II o j K as 0.10 o I I CT o I I I C C I t ________J L___ _tt_ �._ _ ________- ___________ ___________ L L.— t21b'L017 ,9t'V9 L L ]t,00,Z L.00N z t 97 27 N SIN VN 30 ^ 0IU TM DEVAP 2000 G) With today's growing population and concern highway rest areas, day use areas, parks, guest about increasing energy costs and pollution, the lodges and luxury homes. Indeed, the DEVAPT" need for better waste management technology 2000 is suitable for any location where public for public restroom facilities is more important than ever before. Biological Mediation Systems has addressed these issues. Our hands-on field experience, in conjunction with research and development, has resulted in the creation of the DEVAPT" 2000 waste reduction system. It is currently in use in ski resorts, trails, camps, DEVAPT" 2000 Benefits 1. Reduced energy costs 2. Safe for the environment — does not pollute underground water supplies 3. Unequalled performance unlike any other technology 4. Odorless 5. Uses no chemicals 6. High public approval 7. Maintenance personnel agree the DEVAPT" 2000 is the "system of choice!" Providing technology today for the future restrooms are needed —as well as being ideal for any back country areas where on -site waste reduction is important. For AC/DC application. Tl:e DEVAPT" 2000 is an odorless, waterless system, specifically designed for heavy public use. The primary desi.on function of the DEVAPT" 2000 is the treatment and reduction of human caste by evaporation and dehydration Parent No. 5.342.576 Fish Cleaning Stations. 1J OTHER INNOVATIVE PRODUCTS FROM BIOLOGICAL MEDIATION SYSTEMS Prefabricated waterborne restroonis for sewer septic applications. TH9 OUTBACK C1, Biolocical %lediation Systems, Inc. BMSA P.O. Box S248 Fort Collins. Colorado 80526 BIOLOGICAL phone: 1-800-:124-1097 MEDIATION Phone: 1-970-221-5949 SYSTEMS, INC Fax: 1-9-0-221-5748 0 Standard Features In our National Value Engineered Prefabricated Restrooms: FLOOR SYSTEMS Steel and concrete construction for ease of transportation and installation WALL FINISHES Interior Seamless reinforced fiberglass wall system - floor to ceiling - with 4" anodized base Exterior Cement -fiber siding with a 50-year warranty Wood grain texture with vertical 8" or 4" o.c. grooves Stucco or smooth finish Lap siding, smooth or wood grain (Other siding options available) DOORS Steel with steel jams FLOOR FINISHES Epoxy, vinyl or quarry tile ROOF MATERIALS 26 gauge steel with a host of color choices 26 gauge steel drip edge 26 gauge steel fascia and soffit cover Ask about other available options ROOF DESIGNS With or without porch Choose from a variety of roof pitches and overhang designs ELECTRICAL All buildings are prewired for AC grid or DC solar electric other options available. For more information contact Biological Mediation Svstenhs 1-800-524-1097 -.rdm Local governments and businesses are subscribing to 'green business practices' for short and long term economic and environmental advantages. BMSI has designed its systems and structures to meet this vital, high-performance criteria. MODEL 2-817.5VE 8 PREPIPPop- o1®�® Imuffliffull — ■� l: ., i —'�• ■ = i It Providing Technology Today ...for the Future 04 BA M-SA BIOLOGICAL MEDIATION Biological Mediation Systems, Inc. P.O. Box 8248 Fort Collins, Colorado 80526 Phone: 1-800-524-1097 Phone:1-970-221-5949 Pay- 1_07n_971-574R 0 TH�OLlTBAtK ----- ,-, G' When the GREAT Qi outdoors " needs a ..��.�._ small restroom... 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