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HomeMy WebLinkAboutpitkin.eh.264316401015 (2014)_EXPIREDE1'KINoi711i T Permit #: JSITE WASTEWATER TREATh__NT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 0051.2014.POWT Parcel ID #: Permit Issued: ❑NEW CDU ❑REPAIR ®REMODEL/ADDITION Owner(s): Jo and Bill Brandt Property Address: 119 Little Texas Lane Legal Description: Size of Lot: .5 Acres Detached Accessory Unit: Size of Building: >6000 Sq. Ft. Size of Acc spry_ This system is designed to serve 4 bedrooms in a hom less tha 2643-164-01-015 ®TANK ONLY ❑FIELD ONLY ❑AMENDMENT Designed By Phone #: Fax #: High Country Engineering Project #: 970-945-8676 Mailing Addri Email Addr, Perc Rate: 21 MPI Minimum Tank Capacity: 1125 Profile Hole Depth: 10' allons A� ❑YES ONO 6000 ft2 t1CD/ S Dated: 7 Blake Avenue, GWS Depth to Groundwater or imum Absorption 825 ft2 Sq. Ft. 9/9/14 ➢ 10' Permit di ions: This OWTS Construction Permit. is approved on the condition o lianc, a engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Trtm an the engineer prior to construction. This permit is to add secondary treatment to an Istel bedroom. The existing tank will be pumped and Cri gallon 2 -compartment concrete tank with a 1.0 Micro dry well (permit #81055), the existing dry well is large setback from the tank to the well is 50 Inimum k from a habitable structure. This Permit must be kept on-site during installati . The engineer +-t within 30 sof the final inspection, les a longer ik and dry well type system to accommodate an additional oved or crushed in place. The tank will be replaced with a 2000 unit in the 2nd chamber. This will then gravity flow to the existing h to accommodate the additional flows (1092 ft2). Minimum om the dry well to the well is 100', tank must be a minimum 5', do a final inspection of the installation and submit an "as -built" letter to this of time has been agreed upon, in writing. This Department must also be called Depa me for thefinal inspecti with a minimum of 48 hours no Minimum horizont distances between components of th st and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is co ditioned upon the property o er(s) providing f egular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance wit VisPermit manufacturer's recommend ions and the req ents of the PitkinCounty OWTS Regulation. Issuance oflthistOWTSConctr c ion Permit does e a guarantee, warranty, o rep this permit dy co ance with Pitkin Co t� THIS P P ESSL CONDITI COUNREG LATION, INCLU Plans andtions f r the proposed O% hereby givprope y owner(s) to pert Regulatiormit w II expire 1 year fr, An "as -built" drawing must be submitted a d Issued By: Bryan Dau hert , RE esenta ' by t epartment that the system will operate properly or wi no a . b g and/or Ian a regulations, nor guarantee issuance of building and/or land use permits VED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN ANG BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. J ave been reviewed and are considered satisfactory. Permission Is rm t e work indicated in accordance with the Pitkin County OWTS m the ate of issuance unless construction on the system has commenced. approv d by EH before final approval of the system will be issued. 10/1/15 Date: 10/1/14 Expires: License #: (activation A razed by: Date: New Exati Date: RmPad pir Final Approval Issued By: E "T'1 T t C REQUEST FOR REACTIVATION OF EXPIRED D OWTS CONSTRUCTION PERMIT h.t1�NR 76 Service Center Rd • Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 This form should be used for requesting reactivation of an expired ISDS or OWTS Construction Permit, if there have been any significant changes or deviations from the information submitted and accepted by this Department with regard to the expired permit, a new application and fee will be required. Permits issued under prior regulations may only be reactivated under limited circumstances. When a new application is required, the system requirements must conform to the current OWTS Regulation which can be found at http•//www aspenpitkin com/pdfs/depts/12/owtsreg.pdf Permit Number for Which Reactivation is Requested: 0051.2014.POWT Parcel ID# (available from the Pitkin County Assessor's Office 2643-164-01-015 970-920-5160 or at www oitkil1d5A9 sor ori): Example: Property Address: 119 Litle Texas Lane, Woody Creek, CO 81656 Lot: 20 Block: Filing: Subdivision: Little Texas Building Permit #: Not available online from the 1995 Construction Property Owner(s): Jo and William Brandt Email Address: WRBRANDT@aol.com 5150 Camelhead Road Phoenix, AZ 85018 Home Phone: 561-319-8293 Business Phone: N/A I Primary Contact Person/Applicant (if not owner): Company: High Country Engineering 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 Cell Phone: 970-618-9888 Business Phone: 970-945-8676 Fax Number: 970-945-2555 Email Address: rtteal@hceng.com PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate. 1 acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on the ISDSIOWTS until the ISDSIOWTS Construction Permit is reactivated or a new permit is issued. INal, K 840vvA- {,- November 1 1 th, 2015 Owner/Applicant Signature Date FOR OFFICE USE ONLY Fee & Receipt Date: Received by EH/NR Staff: p `t K2 Reactivation Approved ❑ Reactivation Denied Date of Decision: Permit #: - Reason Denied: Denied Mb MW L x_ ONSITE VI ASTFWATER TRI: A`i MENT �SYST 'M (OWTS) CONSTRUCTION PERNIVI APPLICAIION I H'Nii 7t3 `�rrvk.�+ Grl sktr 11(1 At.INelt, C;(� H 1G 1 I'hanr gro 92O fjl70 f aw 1470 WAI 5314 hnrrwl tl'w (nYntint*fe hom the Pilhlr County Alesttxsors 0111,79 � / j f � � � / �� � � el pj (170 QXIAiKP to Olt yppv_y,pl �..,��s _.__.,..................,.---.,.-.. .,_._•�.....-. I°urt+mow t>f ('exnut fit Lfl t}Nly NE1N []tfFPAlhIiU ItilAiltlRE RF MIIS.tfi,1,jA1H.t111C►N - 1AhKIlMtY titiYat Syattwn R.4W w Cwn%xk*Axittd;.Ml- rt Aakkaat 7-----�- ( �� 1''' Iq O a -re F'thtiYN ^� >(�1 tvil.r.r mANrnafrcNr �uu�r U«z lYrt+vkfrlt'1 !pr tt>h� nwi7rtr� yrrrrnf Iters nF>nUr,,71>' xrwry �yOtaG F'a+ r,nll�FiPlt 1p? nit owner) rl # tIt eDNI"�al Svt;+ (a2 acres) r at 8udtl1^9 (s4ut►ra toot) ,� Acr tlssatY Unt? a YF S -`-_ ..r o..r..,,via sichirtnnie, Irt tN Frrltre aty, zt ta.71N 95Ti►1 kiefrKlAl' ph"w Ctx1'l w1)V '70 -sZ/%/g-�3 (square V _ Ovaler' source [JA1kFAC.EWnrcK ❑sPHFNt;❑IJDKMIiNtIYlpI1f5L!{.yiA7YItSYSTEM PWVAII- N'Ft;. NamenaylPUbhc MIlaF SyStnni (rt a{lpl tKu �--- (twne Numtw _,---„_._ Jo4 tJ�mber Qin • qr%S - �6 76 En4n''gFrrm /� ri rr ^a f3ib7� a� Zr /he M.wlrrp[I ndard rQ F,P _.-- docuM PLEASE READ, BEFORE SIGNING: mrt I am issued ft my application is found to conlaln any I cartl(y that the above information Is complete end accurate and that I have provided complete end accurate tnfonll is fo in ail at the in any n a Included in my f1bo% atl°n package. I acknowtedge that ENrNR may ruvoko any PM � undertaken rm an OWTS until an OWTS Construction Permit Inaccurate, MY a or misleading intonnation 1 understand that no construction may Issued `pate a, d / r,ArS OrraI- Requiriffe i tC�r'- h'wq s4ggrriatuie �-- afe IGF USE ONLY Feu d Rrrmpr M Uy H41HR Stbtl T) -z-®Iy . P a ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) USE PERMIT APPLICATION CHECKLIST 76 Service Center Rd - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 A complete application package must be presented at the time of your pre -application conference for acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. OWTS Use Permit Application (completed) Site Plan ❑ Please indicate the type of document to be submitted below. [] 11" X 17" and/or [] Electronic document emailed to ehnrCcilco Pitkin co us before the date of the pre -application conference ❑ All designs must be 1" to 20' in scale. ❑ Site plan must include locations of existing wells, buildings, property lines, ditches, water lines, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Soil Testing, Notification & Report (must be provided by a PE) ❑ This Department should be notified when soil tests are conducted. A 2"- 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. ❑ Report must include percolation test results and the soil profile evaluation. Building Floor PlansJ—� ❑ 11" X 17", or submi electr ically to ehnr(a)co.aitkin.co.us before the date of the pre application conference. aLand Use Approvals & Other Relevant Permits & Approvals ❑ Recorded Site Plan that designates approved envelope(s) for development. If the property is exempt from this requirement, please have a Community Development Planner email ehnrCa)co.i)itkin.co.us with confirmation of the exemption. ❑ 24"X36" and ❑ 11" X 17", or electronic document emailed to ehnr(a)co.pitkin.co.us before the date of the pre -application conference ❑ Copies of all land use approvals, as well as all other documentation relevant to the siting of the OWTS(s) and any other development on the property (e.g., Resolutions, Administrative Decisions, recorded easements). Comments from EH/NR regarding Land Use review referrals can be accessed by opening http://www.aspenpitkin com/pdfs/depts/7/landuse.,odf and clicking the blue link in the "Referrals" column. Referral comments more than 2 years old may need to be requested from the County Planning Department. Construction Management Plan ❑ Required & Obtained ❑ Not Required Requirements: htti).-Ilwww.aspenpitkin.com/Pdfs/del)tsl7/C Manual.pdf Forms: http://www.aspenpitkin.co epts/7/bldpdiv.cfm x Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code. ❑ Private systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. ❑ Public systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient water to supply the development and it has agreed to do so. Initial Site Inspection ❑ All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. Applicable Fee ❑ OWTS Construction Permit: $1,023" ❑ Tank Only. 523` `There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH Department. ;:\OWTS March 8, 2008 NEW REGS\Office - Admin\Forms\OWTS Const Forms\OWTS Construction checklist.xls Updated:3/20/05 GRAPHIC SCALE I I 10 0 5 10 20 I I I I L ( IN FEET ) 1 inch = 10 ft. e 40 —10' WIDE HOLY CROSS EASEMENT FOR OVERHEAD POWER LINE BK 282 PC 97 WELL PARKIIJG APPROX. LOCATION OF EXISTING SEPTIC TANK TO BE REMOVED OF CRUSHED AND FILLED APPROX. LOCATION OF EXISTING SEEPAGE PIT. NO ENCROACHMENT ON EXISTING SYSTEM WITHIN 25' WILL BE ALLOWED. (14'Wx14'Lx16'D) LOCATION FOR 1.0 MICROFAST UNIT H2O LOADING ONLY LOCATE BLOWER UNIT IN LANDSCAPING AS NECESSARY PLUMB CONDUIT TO HOME LOCATION AND PLACE CONTROLS ON HOME EXTERIOR OR IN UTILITY ROOM. ALARMS TO BE VISIBLE AND AUDIBLE FROM EXTERIOR OF HOME. PLAN VIEW EXISTING SITE CONDITIONS &SETBACKS EXISTING SYSTEM 7570 O NB -3 BEDROOMS ° -SEPTIC TANK CAPACITY: 1,000 GAL S -DESIGN FLOW: 675 3PD -14'X14'X16' SEEPAGE PIT: 896 SF SIDEWALL AREA - 1092 SF INCLUDINC BASE AREA PROPOSED IMPROVEMENT OPTIONS OPTION 1 -ADD 1 BEDROOM (4 TOTAL) -REQUIRED TANK CAPACITY: 1,250 GAL* -DESIGN FLOW: 900 CPD* -BIOMICROBICS FAST TREATMENT UNIT -UTILIZE EXISTING SEEPAGE PIT, NOTES LEGEND EXISTING GRAVEL DRIVEWAY EXISTING ASPHALT ROAD BUILDING FOOTPRINT PROPERTY LINE BUILDING ENVELOPE EASEMENT OWTS SETBACK EXISTING FENCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR EDGE OF WATER HIGH WATER LINE EXISTING WELL TELEPHONE PEDESTAL GAS METER SANITARY CLEAN-OUT IRRIGATION VALVE BOX ELECTRICAL METER 1) EXISTING CONDITIONS BASED ON AN IMPROVEMENT & TOPOGRAPHIC SURVEY CONDUCTED BY HIGH COUNTRY ENGINEERING, INC. JOB #2131672.00 DATED 8/27/13. 2) EXISTING SEPTIC SYSTEM HAS NOT BEEN SURVEYED AND IS SHOWN IN APPROXIMATE LOCATION PER OWTS USE PERMIT INSPECTION BY CBO, INC. DATED SEPTEMBER 28, 2013, 3) SYSTEM DESIGN IS BASED ON A REMODEL OR REBUILD, WITH EXISTING SETBACKS TO THE DRYWELL TO BE MAINTAINED NO CLOSER THAN THE EXISTING CONDITIONS, THE EXISTING DRYWELL WILL NOT BE MODIFIED AND NO STRUCTURE WILL BE PLACED ANY CLOSER TO THE DRYWELL WITHIN THE 25' ZONE AROUND THE DRYWELL. OWNER UNDERSTAND,' THAT THIS IS AN OLDER SYSTEM AND THAT THE LIFE OF THE SYSTEM IS DEGRADED FROM THAT OF A NEW SYSTEM. OWTS DESIGN CALCULATIONS: 4 -BEDROOM RESIDENCE: (LESS THAN 6000 SF (75 GAL/PERSON/DAY x 2 PERSONS/BEDROOM x 4 BEDROOM) AVERAGE DAILY FLOW = 600 GALLONS DESIGN FLOW = Q = 1.5 x 600 =900 GALLONS TANK SIZING: (900) x 30/24 HOUR RETENTION TIME = 1125 GALLONS USE 2000 -GALLON, TANK WITH 1.0 MicroFAST A TWO COMPARTMENT TANK MEETING THE REQUIREMENTS CAN BE UTILIZED. DOSING FOR THIS DRYWELL SYSTEM HAS BEEN DETERMINED TO BE NON BENEFICIAL. ABSORPTION AREA SIZING USING SECONDARY TREATMENT: EXISTING SYSTEM IS A 14X14X16 FOOT DRYWELL THAT WAS SIZED BASED ON A 10 MINUTE PERCOLATION RATE BACK IN THE 1980'S THERE WAS ALSO AN APPROVAL TO HAVE THE SYSTEM 4' OFF OF THE PROPERTY LINE. A CURRENT MEASURED PERCOLATION RATE IN THE DRYWELL WAS 21 MIN/IN IN THE LOVER SECTION OF THE WET WELL. THE EXISTING WET WELL HAD EFFLUENT UP TO ABOUT 4' FROM THE BOTTOM AND IT DID NOT APPEAR THA THE EFFLUENT HAS BEEN ABOVE THAT ELEVATION FOR ANY SIGNIFICANT PERIOD OF TIME. CURRENT CALCULATIONS ARE USING THE MORE CONSERVATIVE 21 MIN/INCH. CALCULATED ABSORPTION AREA = A=(Qd /5)* Plf SART( T) Qd = DESIGN FLOW = 900 GAUDAY Plf = 1.0 WITH SECONDARY TREATMENT ABSORPTION AREA REQUIRED = 825 SF TOTAL AREA AVAILABLE = 14*16*4+14*14 = 1,092 SF WHICH IS GREATER THAN THE REQUIRED 825 SF. w > W U LLw < x F_ z z go I" Q >,O0=1 p i;p apx= U� 0) � 9 ¢W HO 7 � rU2m O0 N i zU N z abzw QEF -2 O 0)O �� Np 'O �-� O r, WOOz Z> -LLD O NW�X _F O JW 4 XQ mO>C9 .- QU m (Vu-Qr Ld U LO Qmwp O U Z) d z Now r nw Vinz MIN M -oma 0 W Z w o U0) U v z }gym Zwu W N rs to w dap puh 1~ m 0 of Z �h ;we O OW U 0 a W zI. �z U0 w z t9 z= �� 0 x ° J (L cn M 0 o� �- o 0 PROJECT NO. 2131672.00 OWTS k a TABLE 7-1; MIN, HORIZONTAL DISTANCES IN FEET BETWEEN COMPONENTS OF AN ONTS INSTALLED AFTER NOV. 15, 1973 AND WATER, PHYSICAL AND HEALTH IMPACT FEATLRES ITEM OWTS DESIGN CONSIDERATION TREATMENT TREATMENT TREATMENT PROPERTY SUBSURFACE DR,\IN, LAKE, DRY GULCH, LEVEL 2N* LEVEL 3* SPRING, WELL', POTABLE WATER POTABLE WATER DWELLING LINES, INTERMITTENT WATERCOURSE, CUT BANK, DISTANCE FROM SOIL TREATMENT GREATER THAN GREATER THAN GREATER THAN OCCUPIED PIPED OR IRRIGATION LATEFAL, IRRIGATION FILL AREA SEPTIC ORE UAL TO 075' SUCTION SUPPLY SUPPLY BUILDING LINED DRYWELL, STORMWXTER DITCH, STREAM, (FROM TANK GREATER THAN LINE LINE CISTERN AREA TO POND, CREEK, LAKE, OR IRRIGATION INFILTRATION WETLAND CREST) OTHER SURFACE WATER FEATURE 50' 25' 25' 25' DITCH STRUCTURE GREATER THAN GREATER THAN GREATER THAN SEPTIC TANK, HIGHER 3 AREA TO DRY GULCH OR CUT BANK OR EQUAL TO OR EQUAL TO OR EQUAL TO OR EQUAL TO 25' LEVEL TREATMENT UNIT, 502 102 25 5 10 10 50 10 - DOSING TANK, VAULT DEPTH IN FEET FROM SOIL 4 FEET (3 GREATER THAN GREATER THAN GREATER THAN 4 TREATMENT AREA INFILTRATIVE FEET WITH OR EQUAL TO BUILDING SEWER OR 502 102 252 0 102 102 502 102 GROUND WATER EFFLUENT LINES WEIGHT Ib SIZE] DRAWINGN-IMSER 'HE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A MicroFASTO 0.75 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS FROHIBiTED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE Bio-MICROBICS © 2010 DRAWN CTC112/18J2006 4 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 1/45/2010 REV,%FD IP 5/2010 RE%,HI-04-3 STA TRENCH, STA BED, eighteen months from date of shipment, whichever occurs first, subject to the following terms and conditions): During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge. Defective parts UNLINED SAND FILTER,1003 252 25 20 10 25 503 25 5 SUB -SURFACE DISPERSAL plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. is reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof, without incurring any obligation to DO NOT SCALE make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental SYSTEM, SEEPAGE PIT damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in UNLESS NOTED ' r a delivery, replacements or repairs. DIMENSIONS ) THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED ARE IN INCHES ` LINED SAND FILTER 60 102 25 15 10 10 25 10 5 LINED T -IE INFORMATION COMAINED I4 -41S DRAW NG IS -H- SOLE PROPERTY OF 610 dCROBICS INC. ANY RE'RODJCTON IV PART CP. ASA NAN,E DATE A MicroFASTe 0,75 Specifications SHEET WHOLE 1''/II HOUI H- W'RIIItN PtiM.SSIUV Oh 60-MC:PC>BICS I'J!: 5 PRCiHIBI1tU Ut513N,4N:) Ih.VtFl ION RIGHIS ARt RtStP`� _D. IhJ IHL BIO-MICROBICS © 2010 DRA4vl. c 12iiB/Za 3 OF 4 1'JTE:ESTOFTECHNOLOGIC.4LADV:ANCEMENT,AL- PRODUCTS ARE SUBJECTTCDESIGN AND ORMATE IALCHA.NG=WITHOUT NOTICE. CIECK'ED PF 1;1s/2010 I R VISED1115i2oc Red. IN1-04-0 EVAPO-TRANSPIRATION FIELD OR OUTSIDE OF 60 102 25 15 10 10 25 10 5 BERM OF LINED WASTEWATER POND UNLINED SAND FILTER IN SOIL W/PERC RATE >60 MPI, UNLINED OR PARTIALLY LINED EVAPOTRANSPIRATION SYSTEM, OUTSIDE OF 100 252 25 15 10 25 25 15 10 BERM OF UNLINED WASTEWATER POND, OR SYSTEM NOT RELYING ON STA FOR TREATMENT OTHER THAN AEROSOL VAULT PRIVY 50 102 25 15 10 10 25 10 - SLIT TRENCH LATRINE, 100 502 25 N/A 25 25 100 25 N/A PIT PRIVY SYSTEM NOT RELYING ON STA FOR TREATMENT AND 1003 102 50 125 10 0 253 10 10 UTILIZING AEROSOL METHODS NOTE: The minimum distances shown above must be maintained between the OWTS components and the features described. Where soil, geological or other conditions warrant, greater distances may be required by the local board of health or by the Water Quality Control Commission pursuant to section 25-8-206, C.R.S. and applicable regulations. For repair or upgrading of existing OWTS where the size of lot precludes adherence to these distances, a repaired OWTS shall not be closer to setback features than the existing OWTS, as reviewed and approved by the local public health agency. Components that are not watertight should not extend into areas of the root system of nearby trees. 1. Includes infiltration galleries permitted as wells by the Division of Water Resources. 2. Crossings or encroachments may be permitted at the points as noted above provided that the water or wastewater conveyance pipe is encased for the minimum setback distance on each side of the crossing. A length of pipe shall be used with a minimum Schedule 40 rating of sufficient diameter to easily slide over and completely encase the conveyance. Rigid end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. A hole of sufficient size to accommodate the pipe shall be drilled in the lowest section of the rigid cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps shall be sealed with an approved underground sealant compatible with the piping used. 3. Add eight feet additional distance for each 100 gallons per day of design flows between 1,000 and 2,000 gallons per day, unless it can be demonstrated by a professional engineer or geologist by a hydrologic analysis or the use of a barrier, consisting of a minimum 30 mil PVC liner or equivalent, that contamination will be minimized. If effluent meets Treatment Leve[ 3N and the local public health agency has a maintenance oversight program in accordance with section 14.D. of this regulation, the distance addition is not required. Flows equal to or greater than 2,000 gallons per day must be hydrologically analyzed for flow, velocity, hydraulic head, and other pertinent characteristics as means of estimating distances required to minimize contamination as part of the Division site application process. TABLE 7-2; ON-SITE WASTEWATER TREATMENT SYSTEM DESIGN CONSIDERATION AND TREATMENT REQUIREMENTS - SEPARATION DISTANCES FROM SOIL TREATMENT AREA ITEM OWTS DESIGN CONSIDERATION TREATMENT TREATMENT TREATMENT TREATMENT 7.1 SQ in open ine LLIOOZ LEVELS 1&2 LEVEL 2N* LEVEL 3* LEVEL 3N* every 2 feet HORIZONTAL SEPARATIONC DISTAN ES O The MicroFAST 0.75 unit shall be situated within a 625 Gallon [24001-1 minimum compartment or lank as shown an the plans, or in a 1000 gallon [3700L1 one Compartment tank. Suggested maximum Riser---- DISTANCE FROM SOIL TREATMENT GREATER THAN GREATER THAN GREATER THAN GREATER THAN 1 AREA TO ON-SITE WELL ORE UAL TO ORE UAL TO ORE UAL TO ORE UAL TO 075' 00' 00' 00' Non -corrosive clamp DISTANCE FROM SOIL TREATMENT GREATER THAN GREATER THAN GREATER THAN GREATER THAN 2 AREA TO POND, CREEK, LAKE, OR OR EQUAL TO OR EQUAL TO OR EQUAL TO OR EQUAL TO OTHER SURFACE WATER FEATURE 50' 25' 25' 25' DISTANCE FROM SOIL TREATMENT GREATER THAN GREATER THAN GREATER THAN GREATER THAN 3 AREA TO DRY GULCH OR CUT BANK OR EQUAL TO OR EQUAL TO OR EQUAL TO OR EQUAL TO 25' 10' 10' 10' VERTICAL SEPARATION DISTANCES use schd. 80 PVC pipe (not included). Consult factory for extending leg beyond 36"[91 Cm]. DO NOT SCALE 3. Anchor the leg extensions to the tank with non -corrosive hardware (not Included) at the provided mounting DEPTH IN FEET FROM SOIL 4 FEET (3 GREATER THAN GREATER THAN GREATER THAN 4 TREATMENT AREA INFILTRATIVE FEET WITH OR EQUAL TO OR EQUAL TO OR EQUAL TO SURFACE TO RESTRICTIVE LAYER OR PRESSURE 2' 2) 2' GROUND WATER DOSING) WEIGHT Ib SIZE] DRAWINGN-IMSER *PRESSURE DOSING REQUIRED Treatment levels are defined in Table 6-3. Reductions in separation distances with higher level treatment may be granted only if the local public health agency regulations have included provisions for operation and maintenance. REMOVABLE PVC CAP INSTALL MARKER IF CAP IS TO BE BURIED IT 11,41 a 4" COUI 4" SEWER 4" PV( :P BEND AN OUT ASSEMBLY SEWER CLEAN OUT DETAIL. N.T.S. NOTE: WHERE MICROFAST 0.75 IS NOTED MICROFAST 1.0 SHALL BE USED IN PLACE OF 0.75. U LL. w QOE Minimum leg extension assembly 2 screws per '�' Alr 0 Z,-=1 U9 0zgxx F see note 4 side included NDS 6" Grate MIN LUpply -O 4t 00 tV i ZU N Z LL ¢0251 03t -i 7.1 SQ in open ine LLIOOZ _Jz0 (0 00 0 surface area Non -corrosive clamp -JWd' .= U CPOjU NLL every 2 feet < LLIZ O The MicroFAST 0.75 unit shall be situated within a 625 Gallon [24001-1 minimum compartment or lank as shown an the plans, or in a 1000 gallon [3700L1 one Compartment tank. Suggested maximum Riser---- 0 11' MIN FASTO Air Lift [30.s MIN] - Riser 6 1 /8" M Irl [13.4 MIN] Fasten with non- corrosive screws Non -corrosive clamp every 2 feet [O.6m] Gasket 2' Air FAST@ Lid L Linene Vent Option FASTO Air Lift 2' Coupling Alternate Air Supply Option Nates 1. Secure leg extension to the FAST@ unit by placing two screws on each side of the leg extension (4 screws per foot are included). 2. Cut 4" schd. 40 PVC pipe (not included) to obtain the desired height. Minimum pipe length of 6 1/8" 115.56cm]; Original leg extension height requires a pipe length of 11 1/8" [28,26cm]. For heights greater then 18" [45.7cm] use schd. 80 PVC pipe (not included). Consult factory for extending leg beyond 36"[91 Cm]. DO NOT SCALE 3. Anchor the leg extensions to the tank with non -corrosive hardware (not Included) at the provided mounting points. UNLESS NOTED DIMENSIONS F 4. Increase minimum tank volume by 20% if the minimum leg extension is used. E NINCHES AR I �� 5. The air supply line into the FASTO unit must be secured so as to prevent damage from pipe vibration. See all�N notes on MicroFAST( 0.75 with lid drawing [CENTIMETERS) y o R B s a T e B TOLERANCES 6. The air supply line Into the FAST@ unit must be secured to prevent vibration induced damage. The air supply 0.02 fN line should be secured with a non -corrosive clam eve 2 ft 0.6m minimum. 0.05 CM MicroFAST 0.75 FAST Unit 7. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. WEIGHT Ib SIZE] DRAWINGN-IMSER 'HE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO-MICROBICS INC. ANY REPRODUCTION IN PART OR AS A NAME I DATE A MicroFASTO 0.75 Details SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS FROHIBiTED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE Bio-MICROBICS © 2010 DRAWN CTC112/18J2006 4 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. CHECKED PF 1/45/2010 REV,%FD IP 5/2010 RE%,HI-04-3 NOTE: WHERE MICROFAST 0.75 IS NOTED MICROFAST 1.0 SHALL BE USED IN PLACE OF 0.75. U LL. w QOE Specifications for MicroFAST 0.75 Wastewater Treatment System 0 Z,-=1 U9 0zgxx F 1. GENERAL -O 4t 00 tV i ZU N Z LL ¢0251 03t -i The contractor shall furnish and install (1) MicroFAST60.75 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown LLIOOZ _Jz0 (0 00 0 an the drawings and specified herein. -JWd' .= U CPOjU NLL Theprincipal -items of equipment shall include FA TJ system insert, le extensions or lid, blower assembly, blower Controls and alarms. AIother items will be provided by others.els. < LLIZ O The MicroFAST 0.75 unit shall be situated within a 625 Gallon [24001-1 minimum compartment or lank as shown an the plans, or in a 1000 gallon [3700L1 one Compartment tank. Suggested maximum settling zone is (1 X) the daily flow'. Tanks) must provide adequate pump out access and conform to local, state, and all other applicable codes. The contractor shall provide c ordi -latlor. between the FAST systern and tank supplier with regard to fabrication of the tank, installation of the FAST unit arid delivery to the job site, 2. OPERATING CONDITIi 71,45 The MicroFAST 0.75 treatment system shall be capable of treating the wastewater produced by typical family activities (bath, laundry, kitchen, etc,.) ranging from ( I) one to (11) eleven persons and not to exceed 750 US Gallons per dad (2WOLPD). 3. MEDIA I•'r -.ar A The FAST media shall be manufactured of rigid PVC, polyethylene, or polypropylene and it shall be supported by the polyethylene insert. The media shall be fixed in position and contain no moving or wearing parts and shall not corrode. The media shall be designed and installed to ensure chat sloughed solids descend through the rnedia to the bottom of the septic lank. 4. BLOWER The MICrOFAST 0.75 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM [31-46m3/hr]. The blower assembly shall include an inlet filter with metal filter element. 5. REMOTE MOUNTED BLOWER The blower shall be mounted up to 100 feet [30.5 rneters] away and a maxium of 4 elbows from the MicroFAST unit on a contractor supplied concrete base. The blower must not set in standing water and its elevation must be higher than the normal flood level, A two-piece, rectangular housing shall be provided. The discharge air line from the blower to the MicroFAST System, shall be provided and installed by the contractor. 6. ELECTRICAL The electrical source should be within 150 feet [45.7 meters] of the blower, consult local codes for longer wiring distances. All wiring must conform to all applicable codes(IEC, NEC, etc.). Wiring distances must prevent significant voltage loss. Input power on 60Hz electrical system is 110/220 VAC, single phase, 2.8/1.4 Amps. Input power on 50Hz electrical systems 127/230 VAC, single phase 0.352 kw/hr. All conduit and wiring shall be supplied by contractor. 7. CONTROLS The control panel provides power to the blower with an alarm system consisting of a visual and audible alarm capable of signaling blower circuit failure and high water conditions. The control panel is equipped with SFR® (Sequencing Fixed Reactor) timed control feature. A manual silence button is included. 8. INSTALLATION AND OPERATING INSTRUCTIONS All work must be done in accordance with local codes and regulations. Installation of the MicroFAST 0.75 shall be done in accordance with the written instructions provided by the manufacturer. An operation and maintenance manual shall be furnished which will include a description of system installation, operation, and maintenance procedures. 9. FLOW AND D051NG FAST systems have been successfully designed, tested and certified receiving gravity, demand -based influent flow. When influent flow is controlled by pump or other means to help with highly variable flow conditions, then multiple dosing events should be used to help ensure even flow. 10.WARRANTY Bio-Microbics, Inc. warrants all new residential FASTO models (MicroFAST® 0.50, 0.75, 0.90, and 1.5) against defects ir, materials and workmanship for a period of two years after installation or three years from date of shipment; which ever occurs first, subject to the followingg terms and conditions, (all other FASTO system models are warranted for a period of one year after installation or eighteen months from date of shipment, whichever occurs first, subject to the following terms and conditions): During the warranty period, if any part is defective or fails to perform as specified when operating at design conditions, and if the equipment has been installed and is being operated and maintained in accordance with the written instructions provided by Bio-Microbics, Inc., Bio-Microbics, Inc. will repair or replace at its discretion such defective parts free of charge. Defective parts must be returned by owner to Bio-Microbics, Inc.'s factory postage paid, if so requested. The cost of labor and all other expenses resulting from replacement of the defective parts and from installation of parts furnished under this warranly and regular maintenance items such as filters or bulbs shall be borne by the owner. This warranty does not cover general system misuse, aerator components which have been damaged by flooding or any components that have been disassembled by unauthorized persons, improperly installed or damaged due to altered or improper wiring or overload protection. This warranty applies only to the treatment plant and does not include any of the st ructure wiring, plumbing, drainage, septic tank or disposal system. Bio-Microbics, Inc. is reserves the right to revise, change or modify the construction and/or design of the FAST system, or any component part or parts thereof, without incurring any obligation to DO NOT SCALE make such changes or modifications in present equipment. Bio-Microbics, Inc. is not responsible for consequential or incidental damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in UNLESS NOTED ' r a delivery, replacements or repairs. DIMENSIONS ) THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED ARE IN INCHES ` WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. [CENTIMETERS] TOLERANCES NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS, INC., ±0.02 IN/IN MicroFAST 0.75 FAST Unit ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. [±0,05 CM/CM] ''WE GHT b ISMIDRAVV PIG NUMBER T -IE INFORMATION COMAINED I4 -41S DRAW NG IS -H- SOLE PROPERTY OF 610 dCROBICS INC. ANY RE'RODJCTON IV PART CP. ASA NAN,E DATE A MicroFASTe 0,75 Specifications SHEET WHOLE 1''/II HOUI H- W'RIIItN PtiM.SSIUV Oh 60-MC:PC>BICS I'J!: 5 PRCiHIBI1tU Ut513N,4N:) Ih.VtFl ION RIGHIS ARt RtStP`� _D. IhJ IHL BIO-MICROBICS © 2010 DRA4vl. c 12iiB/Za 3 OF 4 1'JTE:ESTOFTECHNOLOGIC.4LADV:ANCEMENT,AL- PRODUCTS ARE SUBJECTTCDESIGN AND ORMATE IALCHA.NG=WITHOUT NOTICE. CIECK'ED PF 1;1s/2010 I R VISED1115i2oc Red. IN1-04-0 2ND CHAMBER 900 MIN. U LL. w QOE NOTES 1ST CHAMBER 600 MIN. 1. Blower piping to FASTO may not exceed 100 FT [30.5m] total 0 Z,-=1 U9 0zgxx F r--------------------71 - length and use a maxium of 4 elbows in the piping system I 1 z 012" r§ 100FT [30m]. For distances greater than 100 FT [30m] consult -O 4t 00 tV i ZU N Z LL ¢0251 03t -i ,Gallon MIN j [1400E MIN] i i [30.5j i factory. Blower must be located above flood levels on a LLIOOZ _Jz0 (0 00 0 I i c z 21 1 /2"±i / 2" 1 concrete base 24" X 18" X 2" [61 X 45.7 X 5cm] minimum. -JWd' .= U CPOjU NLL I I �__ [54.6±1.3] 0, �� 1 2. Vent to be located above finish grade or higher to avoid < LLIZ O C90 r� sT 1 infiltration. Cap with a vent grate with at least 7.1 sq in.[45.8 sq. r 43" MIN 441/4"MIN � cm] open surface area. Secure with stainless steel screws (see cv T r [109.2 MIN] [112.4 MIN] I Ct. sheet 4 of 4 MicroFAST® 0.;z`JDetails). I See Note b I �, 31 ire"±u2" `� I or 1.0 Settling 1 E [80±1.3] i Run Vent to desired location and cover opening with a vent i Zone I a o 59 1/2"±1/2" i grate with at least 7.1 sq in.[45.8 sq. cm] open surface area. r i i v o Secure with stainless steel screws. Vent piping must not allow excess moisture build up or back pressure. 3. All appurtenances to FAST® (e.g. tank pump outs, etc.) must conform to all applicable country, state, province, and local Electrical conduit from blower control Opening for FAST plumbing and electrical codes. Blower control system by Bio- system to blower/blower housing. module to sit in tank Microbics, Inc. See notes 1, 3, & 8 nspection/ 4. Tank volume must be increased by 20% if the minimum of 10 F��venting 23 7/8" Pump out Ports inches [25.5cm] is used between the unit and the base of tank. [60.81 See note 3, 7, & 8 All plumbing and Consult factory for approval. must use 3" [81 OMIN water tight gaskets 5. The primary compartment may be a separate tank. t� Vent See note 7 and 10 20" Seenote 2 6. Either the influent pipe lee shall be filled with a pipe cap or the [50.7] baffle separating the two zones shall be extended all the way to the top of the tank. If choosing to use the pipe cap. Then _ the baffle shall be at least 3' [8cm]higher than the water level 4" [10] 0 as shown on the drawing. FAST treated Effluent 7. All inspection, viewing and pump out ports must be secured to -See note 9 prevent accidental or unauthorized access. 2" [510MIN 8. Tank, piping, conduit, blower housing pad and vents are Influent Blower Piping " provided by others. waste see note 6 9. All piping and ancillary equipment installed after FAST must not impede or restrict free flow of effluent. w 16 3/8" MIN '� <1 Treatment [41.b MIN] 10. The air supply line into the FASTO unit must be secured to Zone Y. prevent vibration induced damage. The air supply line should _ be secured with a non -corrosive clarrlp every 2' min [0.6m]. See _ ..._ _........ _..LL_M .. _..._ . _ . ___, Alternate air supply option an sheet 4 of 4 MicroFAST® O - 1 1. Min. height may be reduced, consult factory and reference 1.38 M11,Jj "Short-FAST-Module-Procedure.pdfo t19?'5 _ _ [ 12. Refer to sheet 4 of 4 MicroFASTO Details drawing for leg [a 41 MIN -6] -6] extensions requirements. 4.8 104.8 MIN] s rDO NOT SCALE 24' Mln [61 M1 `J1 UNLESS NOTED Settling DIMENSIONS See note 5Zone ARE IN INCHES [CENTIMETERS] 6 1/8" MIN TOLERANCES 1.0 -ee .,,._ [15.4 MIN] ± 0.02 IN/IN MicroFAST 0.7sSFAST Unit pipe length see [±0.05 CM/CM] MicroFAST 0.75 Details WEIGHT Ili SIZE DRAWING NUMRFR 1.0 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY 0, BIO-MICROBICS INC. ANY REPRODUC'ION IN PART OR ASA NAME DATE A MicroFAST( D:15'with feet SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. IN THE BIO-MICROBICS O 2010 DRAWN CTC112/IW2CC6j 2 OF 4 INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE CHECK D RF 1/15/201c REvsED 111512,110 REV. INT 04-G 17'' 7, i9 i r t is �s Ell 9 0 �# l.,• "fry F1,10767 -7"* 7017 IT61 t77W >A a > U LL. w QOE Z O w 1-0 O00 0 Z,-=1 U9 0zgxx F Yom'" m -O 4t 00 tV i ZU N Z LL ¢0251 03t -i OOPo :ja 0 0 LLIOOZ _Jz0 (0 00 0 Z w- O �X�a -JWd' .= U CPOjU NLL Q U M < LLIZ O U � W ZI. L 5 Z 1" I..I o 1mr• ~z 06 z= HX to m� J(" Z Z �� p O PROJECT NO. 2131672.00 DET