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pitkin.eh.246720102003, 246720102004, 246720102005 (2008)
Document Layout (From Most Recent to Oldest Permit) Permit Application Log Sheet/Notes & Photos Communications As -built Design Engineer Design Soil Information Water Permit & Information Second System on property Third System etc. Floor Plans Please See Building and Land Use Approvals Files for additional information. Pitkin CouggArivironmental Health & Natural Res s Department for an Individual Sewage Disposam 041FMastle Creek Road, Suite 10, Aspen, Colorado 611 Phone 970-920-5070 / FAX 970-920-5077 Permit# 07088 Parcel ID# 2467-201-02-00I3 Type of permit New(X) LOT 3, 4, and 5 Repair() Addition/Remodel to House( ) Name of Owner Henry & Cherie Booher Street Address TBA Eddie Lane Property legal description Lots:3, 4, & 5 Hoagland Ranch Historic Size of lot See Final Plat approval Total square footage of the house Lot 3 — 1400/ Lot 4 — 300 / Lot 5 - 450 Water source Private Well # of bedrooms in house 3A1 1 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of bedrooms in caretaker unit # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) Lot 3 (3 bedrooms), Lot 4 (1 bedroom), Lot 5 (1 bedroom) Permit information Designed by K. C. Hamilton Engineering, Inc. Mailing Address 250 Pear St, Unit 206, Denver Colorado 80203 Perc rate 30 Profile hole depth 8 ft Depth to groundwater or bedrock Minimum Septic tank capacity 1640 gallons Minimum Absorption area Comments Greater than 8 ft 1006 sq ft w/ 30% reduction Septic permit approved per compliance with the engineer design and specifications dated August 22, 2007, Project #07- 129. Any changes must be approved by this department and the design engineer pEior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. There must be at least 10 feet between the absorption area and the property line. The system will serve a new edroom home (Lot 3) and two existing structures, each with one bedroom (Lots ' t 4&5). The system will con of one 2000 gallon two compartment tank with an effluent filter on the outlet. Another 2000 gallon tank with two AX20 packaged bed filters will also be installed. These tanks will be followed by one 1000 gallon discharge basin with a simplex pumping system. The filed will consist of a distribution valve assembly and 5 beds that are 2 Quick 4 chambers wide and 11 chambers long, for a total of 110 chambers. This permit is expressly conditioned on the property owner providing for the regular inspection, cleaning and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly Permit approved by: n Date: 1101 Expiration Date: 51 (o log CD Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the owner's agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced, or an extension has been approved in writing by the Department. As -built drawings must be included with this permit before the final approval will be issued. Installer: �hd ( ; License Number: ©l7 In approval: ( 1 Z Date: K PITK?JClkTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER Henry E. Booher, Jr. and Cherie L. Booher OwnersmailingNorthyMill Street, Suite 102 city, State, zip Aspen, CO 81611 Business Phone: 925-9393 Home Phone: E-matlAddress: aspenlaw@sopris.net Primary Contact Pemon (all communkatlon regarding this permit will go through this person) Name Chris Blackwell/Ed Booher Com an High Country Tree Galleries Contact Maili Address P. 0. Box 3489 City, State, Zip Montrose, CO 81402 Business Phone: 970-252-1715 Cell phone : 970-596-6215 Fax: 970-252-1905 E-mail Address: Parcel ID # (available from assessor's office at 920-6160 or at www.oitkinassessor.ora ► 2 4 6 7- 2 0 1. 0 2- 0 0 2 Building Permit # (if available) n/a Street address of property TBD Eddie Lane, Basalt, CO Legal Description: Lot 3,4 & 5 Block FHng Two ,Subdivision Hoaglund Ranch Historic 'Sizeoflot: see plat acres. Type of proposed structure: § §}ii j@=famiiresidences Total square feet of houses 2,150 # of bedrooms(potential) in house Caretaker Unit Attached ( ) Detached ( ) Total area(sq. ft. of caretaker unit n/a # of bedrooms(potential) in caretaker unit Permit is for. New Home( x) Repair due to failure ( ) RemodeVAddition (x ) Emergency use ( ) Water. Private well ( x ) Spring ( ) Stream ( ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of applimbon. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. 1 hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of should the individual sewage disposal system fail or malfunction. The permit to cons the applicant or his/her representpt�ves. The owner asspmes full responsibility in cam Signature of a lies t � / I'(M j��,� Henry er, r., y Received b attorney—in—fact Richard 2 agencies will be held harmless trod ued on information submitted by ','Ire o e system. ate 10/18/07 > Jr. ate I d S � I d 1 I I I I I \ I I I CL ffi MME WRYMY I AID Uum tAamR 1 I /J1 I I / I I I / I .8 OWS FOR LOT it JS. EACH S%IA: ROWSOF K, DHAMEEAB I>. e GATE VALVES !RATE RISER OS PIPE FROM PLNIP BASIN ER WIRE). 7 DOUBLE SWEEP OLEANOLFr UWJ la� lo --L --4 WELLS / �,- 0 • SEWER FOR LOT 11 I LOT 11AOU PROTOS®I ..a.e000ve Ia•�' w OP B I �TV66R°9AT. �, POW -GALLON BERfIC TANI( WffH EFPLUEM FILTER 1800 -GALLON TANK WRH SIO-MKIR0SI08 MICROFAST O.4 SYSTEM ELEOTRIOAL PANEL 1000 -GALLON DOCHAROE BASIN WRH SIMPLE% PUMPING SYSTEM aINDH SEWER SERVM LOTS B. ♦ AND S. jqQto I YVLa� M 5/ ! q f og :.1 60 Y — � At = 01 I p'N 1� i �nBnmA�BeAee�c+� 1 Mf SMACK Io nmR I 1 „,w �1 1 N -4ll' 3 4�'TIN 136.32 ,D AOOM MRD 1fIiLITY EASsA CALL UTI w.ITC I KC Hamilton ' • Engineering, Inc. April 25, 2009 Mr. Dan Schirer High Country Trees PO Box 3489 Montrose, CO 81402 Re: Onsite Wastewater System Installation Observations Hoaglund Ranch Subdivision — Lots 3, 4 and 5 Pitkin County, Colorado Job No. 07-129 Mr. Schirer, mg; 0 i [uuj Enwrmmental Health b Natural ROHM As requested, KC HAMILTON Engineering, Inc. (HAMILTON) coordinated installation observations of the onsite wastewater system (OWS) installed at the subject site. The installation observations were performed by All Service Septic, LLC with site visits performed in December 2007. The OWS design was prepared in our report dated August 22, 2007 under Job No. 08-129, and with a supplemental to the OWS design dated November 8, 2007. At the time of the site visits, the sewer piping, septic tank, MicroFAST 0.9 secondary treatment system, the discharge basin with simplex pumping system, discharge piping and drain field were installed and ready for backfill. The MicroFAST 0.9 system was installed by EnviroTec Systems, Inc., the MicroFAST distributor in Colorado. An as -built diagram is presented on the attached Figure 1.0 with a system components labeled. Based on our site observations of the OWS, it appears that the OWS was installed In general accordance with the OWS design and supplemental noted above. Our installation observations do not imply a guarantee or warranty of materials or workmanship. The as -built diagram was derived from sketches of the installed OWS by All Service Septic. Please contact me with questions. Sincerely, KC HAMILTON Engineering, Inc. Kenneth C. Hamilton, P.E. Project Engineer Attachment — As -Built Diagram 2 copies sent, 1 copy to Pitkin County KCH/kch P.O. Box 300626, Denver, Colorado 80203 Phone: 303-733-4702 www.kchengineering.com S APPROXIMATE CL KESTER DRpI—,, / r iv 1` \ I I \ I \ \ it I \ I \ I I \ \ I \1 . L_ 011 OBSERVATION RPE (TYP.) I1N EMC ABED WITH T BEDS. WS O d %N': EACH BED WITH TWO ROWS OF I 11 INFILTRATOR DUICK4 CHAMBERS VALVE MANIFOLD: 5 GATE VALVES EACH WITH SEPERATE FIBER I2 DISCHARGE RPE FROM RJMP BASIN WITH TRADER WIRE). IT DOUBLE SWEEP CLEANOUT (TYP.) I NOTES: I. THE LOCATION OF EXISTING IMPROVEMENTS SHOWN HEREIN AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE NOT THE RESULT OF A PROPERTY SURVEY. 2. IMPROVEMENT LOCATIONS ARE APPROXIMATE MEASURED IN THE FIELD WITH TAPE AND COMPASS BY ALL SERVICE SEPTIC, LLC AND PROVIDED TO KC HAMILTON ENGINEERING. m 473.94— OWE FOR LOT II WELLS •• SEWER FOR LOT II II _ LOT 11 PROPOSED DULPE% r IS BEDROOMS) do LOT 5 =UTE AND SMT VSLITY EBMT. 4�w,-Ll 53 2000 EFFLON SEPTIC TANK WITH EFFLUENT FlLTER 1500 -GALLON TANK WITH SIO-MICROSIOS MICROFAST 0.9 SYSTEM ELECTRICAL PANEL 1000 -GALLON DISCHARGE BASIN WITH SIMPLEX PUMPING SYSTEM 1 I H I - L —LOT 4 — N' 247.5 �\ UTLfiY E/SEMENT � 4 INCH SEWER SERVING LOTS 3,4 AND 5. SCALE 1"=80' North (BEE NCTE ONB P � a I'p 7` J CZ rc � OI Wit Is I o I 6.0 SETBACK IL I (TYP.) I 1� xd ACOEAS r" 'UTILRYSSAND I OR fAppR fj N 4423'49 w735.32 1C ACCEANC UTILITY EASEMENT CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL TWO BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES U c �- - 0) 0) C L � LU 0 c 3 W (A O co 'E O U Y Q0Z0 a:Q :DQ �0 Z 0 Z) Ch Z J 020 OOFU J � G JOB NO. 07-129 FIGURE 1.0 KC Hamilton Engineering, Inc. November 8, 2007 Mr. Chris Blackwell PO Box 3489 Montrose, CO 81402 0 Re: Onsite Wastewater System Design — Supplemental #2 MicroFAST 0.75 Treatment System Hoaglund Ranch Subdivision — Lots 3, 4 and 5 Pitkin County, Colorado Job No. 07-129 County Permit No. #07088 Mr. Blackwell, Attached is information for the inclusion of a MicroFAST 7.5 treatment system by Bio-Microbics, Inc. rather than the Adventex treatment system for the subject OWS design. The Adventex treatment system presented in the OWS design can be replaced with the MicroFAST 0.75 system. The MicroFAST 0.75 is rated for 5 bedrooms or 750 gallons per day (average daily flow). Manufacturer information for the MicroFAST 0.75 is attached. The septic tank and dosing basin presented in the original septic design will remain. Valley Precast in Buena Vista, Colorado is the tank supplier for this system. A 1500 -gallon single compartment tank is required for the MicroFAST 0.75 treatment system. Please contact me with questions. Sincerely, KC HAMILTON Engineering, Inc. FA Kenneth C. Hamilton, P.E. Project Engineer Attachments 4 copies sent 1 copy to Pitkin County Health Department KCH/kch 250 Pearl Street, Unit 206, Denver, Colorado 80203 Phone: 303-733-4702 W C Electrical conduit from blower control system to blower /blower housing. See note 18 3. p.. 23 7/8' �J [50.7] F [60.81 'I 2"[510 MIN Blower Piping 4" MIN [10 MIN) Settlingwaste See Note 7� Zone .4 - See note 5 �5.2 loz Opening for FAST module to sit on tank 6'[1510 Inspection Port/Vent see note 2 Treatment Zone Pump out Ports Joints must be watertight IWMIN [25.4 MINI Sea Nole 4 _7 44 114- MIN CL [112.4 MIN] 3' [7.6] border for searing and securing the id and liner to tank -3'[810MIN vent pipe see d' MAX 77S ower piping to FAST® may not exceed 100 FT [30.5m] total length and use 4 elbows maximum. For distances greater than 100 FT [30.5m] - consult factory. Blower must be located above flood/standing water levels on a solid surface or concrete base 24" X 18" XI" [61 X45.7X2.6c1 minimum. 2. Vent to be located above finish grade or higher to avoid infiltration. Cap with vent grate w/at least 7.1 sq in. [45.8 sq. cm] open surface area. Secure with stainless steel screws (see sheet 4 of 4 MicroFASW 0.75 Details.) or Run vent to desired location and cover opening with vent grate w/at [east 7.1 sq in. [45.8 sq. cm] of open surface area. 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 country, state, province, and local plumbing and electrical codes. The blower control system is provided by Bio-Microbics, Inc. 4. Tank volume must be increased by 20% if minimum of 10 inches [25.5cm Is used between the unit and the base of tank. Consult factory for approval. 5. The primary compartment may be a separate tank. 6. No more than 4 FT [44.5cm] of fill may be placed over unit lid. Unit may stand inside tank (see sheet 2 of 4 MicroFASM 0.75 with tee6. Refer to installation manual for more details. 7. Either the influent pipe tee shall be fitted with a pipe cap or the baffle separating the two zones shall be extended to the top of the tank. If choosing to use the pipe cap, then the baffle shall be at least 3'[8) higher than the water level as shown on the drawing. 8. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access 9. Tank, anchors, piping, conduit, blower housing pad and vent are provided by others. 10. All piping and ancillary equipment installed after FAST® must not impede or restrict free flow of effluent. 104.6 MIN] DO NOT SCALE ESS NOTED DIMe DIMENSIONS r ' ARE IN INCHES s [CENIIMETERS] r F t T TOLERANCES C f 1010 t 0.02 WIN MicroFAST 0.75 FAST Unit FA 18 treated (t 0.05 CM/CMJ effluent see note 10 WEGHr IE WEI DRAWM6 NUMBER BIO-MICROBICS MlcroFASTO 0.75 wffh Rd SHEET 1 OF 4 -----n---------- I 450 GalloMIN i i m [1700LMINI I I E i I e Settling 2H Zone `/I�I ! _ 37' r94 I I I 54r i See Note 7- ; [ [137.2] Electrical conduit from blower control system to blower /blower housing. See note 18 3. p.. 23 7/8' �J [50.7] F [60.81 'I 2"[510 MIN Blower Piping 4" MIN [10 MIN) Settlingwaste See Note 7� Zone .4 - See note 5 �5.2 loz Opening for FAST module to sit on tank 6'[1510 Inspection Port/Vent see note 2 Treatment Zone Pump out Ports Joints must be watertight IWMIN [25.4 MINI Sea Nole 4 _7 44 114- MIN CL [112.4 MIN] 3' [7.6] border for searing and securing the id and liner to tank -3'[810MIN vent pipe see d' MAX 77S ower piping to FAST® may not exceed 100 FT [30.5m] total length and use 4 elbows maximum. For distances greater than 100 FT [30.5m] - consult factory. Blower must be located above flood/standing water levels on a solid surface or concrete base 24" X 18" XI" [61 X45.7X2.6c1 minimum. 2. Vent to be located above finish grade or higher to avoid infiltration. Cap with vent grate w/at least 7.1 sq in. [45.8 sq. cm] open surface area. Secure with stainless steel screws (see sheet 4 of 4 MicroFASW 0.75 Details.) or Run vent to desired location and cover opening with vent grate w/at [east 7.1 sq in. [45.8 sq. cm] of open surface area. 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 country, state, province, and local plumbing and electrical codes. The blower control system is provided by Bio-Microbics, Inc. 4. Tank volume must be increased by 20% if minimum of 10 inches [25.5cm Is used between the unit and the base of tank. Consult factory for approval. 5. The primary compartment may be a separate tank. 6. No more than 4 FT [44.5cm] of fill may be placed over unit lid. Unit may stand inside tank (see sheet 2 of 4 MicroFASM 0.75 with tee6. Refer to installation manual for more details. 7. Either the influent pipe tee shall be fitted with a pipe cap or the baffle separating the two zones shall be extended to the top of the tank. If choosing to use the pipe cap, then the baffle shall be at least 3'[8) higher than the water level as shown on the drawing. 8. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access 9. Tank, anchors, piping, conduit, blower housing pad and vent are provided by others. 10. All piping and ancillary equipment installed after FAST® must not impede or restrict free flow of effluent. 104.6 MIN] DO NOT SCALE ESS NOTED DIMe DIMENSIONS r ' ARE IN INCHES s [CENIIMETERS] r F t T TOLERANCES C f 1010 t 0.02 WIN MicroFAST 0.75 FAST Unit FA 18 treated (t 0.05 CM/CMJ effluent see note 10 WEGHr IE WEI DRAWM6 NUMBER BIO-MICROBICS MlcroFASTO 0.75 wffh Rd SHEET 1 OF 4 Lm - 23 7/8' [60.8] Influent - waste see note 6 ---------450 Gallon MINTz rMtN [)b MN[ UNLESS NOTED [1700L MIN] i i CZ 211/Z'±1/Z' I I I o- 54.6±1.3] OO8 8� 0 VV L See Note 6 i c ``� _ : � 1 I I I I m I Settling I I E 311/2'±1/2" I Zone i i o� I I I mN 591 ±1/7[80±1,3] Treattment See note 5 conduit from blower control system to ower housing. See notes 1 & 3. Ports See note 2 - 3" [810 MIN vent 19 -MIN seenote4 [25.5 MIN] IIN IN] Opening for FAST module to sit in tank All plumbing and venting must use water tight gaskets Non -corrosive clamp or strap every 2[60cm] (see alternate air supply option on sheet 4 atp4 4" ft0)0 FASST treated Effluent i 163/8"MIN [41 6 MIN] see note 12 I I i 34 7/8" [88.41 41 1/4' i [104.81 6 1/8"MIN [15.6 MIN] pipe length see THE INFORMATION COMA14ED IN THIS W HOLEHHOUT THE WRITTEN PERMISSIONO WOMICROBICS INC. HE SOLE 6 PROHBITED.OF I DESIGN AINNDD INVENTION BIGUHTSAE RESERVED. INTION IN PAW OR S THE B[O-MICROB ICS © INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. NOTES I . Blower piping to FAST® may not exceed 100 FT t30.5m] total lenggth and use a maximum of 4 elbows in the pipingg system (0 I OF 130m]]. For distances greater than 100 FT [30m! consult factory. Blower must be located above flood levels on a solid surface or concrete base 24" X 18'X I " 161 X 45.7 X 2.6cm] min. 2. Vent to be located above finish grade or higher to avoid infiltration. Cap with o vent grate with at least 7.1 sq in.[45.8 sq. cm] open surface area. Secure with stainless steel screws (see sheet 4 of 4 MicrOFAST® 0.75 Details). Or Run Vent to desired location and cover opening with a vent grate with at least 7.1 sq in.[45.8 sq. cm] open surface area. 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 con arm to all applicable counttry, state, province, and local plumbing and electrical codes. Blower control system by Bio- ' Mlcroblcs. Inc. 4. Must increase tank size by 20% if minimum of 10 inches [25.5cm] is used between the unit and the base of tank. Consult factory for approval. 5. The primary compartment may be a separate tank. 6. Either the influent pipe tee shall be fitted with a pipe cap or the baffle separating the two zones shall be extended all the way to the top of the tank. If choosing to use the pipe cop. Then the baffle shall be at least 3" [8cm]higher than the water level as shown on the drawing. 7. Refer to sheet 4 of 4 MicroFAST® 0.75 Details drawing for leg extensions requirements. 8. The air supply fine into the FAST® unit must be secured to prevent vibration Induced damage. The al supply line should be Secured with a non -corrosive clamp every 2' min (5cm]. 9. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access. 10. Tank, piping. conduit, blower housing pad and vents are provided by others. 11. All piping and ancillary equipment installed after FAST145.8 sq. 12. Min height may be reduced, consult factory and reference 'Short-FAST-Module-Procedure.pdf- DO NOT SCALE rMtN [)b MN[ UNLESS NOTED rMN DIMENSIONS ' ' ' [102MN1 T[C 06- i • �11 11i ERANCERSI MicroFAST 0.75 FAST Unit D5.2 0.21 i [± 0.05 CM/CMJ VHGHT b Settling! Treattment See note 5 Zone _ N:AWN ac Iv°"si 19 -MIN seenote4 [25.5 MIN] IIN IN] Opening for FAST module to sit in tank All plumbing and venting must use water tight gaskets Non -corrosive clamp or strap every 2[60cm] (see alternate air supply option on sheet 4 atp4 4" ft0)0 FASST treated Effluent i 163/8"MIN [41 6 MIN] see note 12 I I i 34 7/8" [88.41 41 1/4' i [104.81 6 1/8"MIN [15.6 MIN] pipe length see THE INFORMATION COMA14ED IN THIS W HOLEHHOUT THE WRITTEN PERMISSIONO WOMICROBICS INC. HE SOLE 6 PROHBITED.OF I DESIGN AINNDD INVENTION BIGUHTSAE RESERVED. INTION IN PAW OR S THE B[O-MICROB ICS © INTEREST OF TECHNOLOGICAL ADVANCEMENT, ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGE WITHOUT NOTICE. NOTES I . Blower piping to FAST® may not exceed 100 FT t30.5m] total lenggth and use a maximum of 4 elbows in the pipingg system (0 I OF 130m]]. For distances greater than 100 FT [30m! consult factory. Blower must be located above flood levels on a solid surface or concrete base 24" X 18'X I " 161 X 45.7 X 2.6cm] min. 2. Vent to be located above finish grade or higher to avoid infiltration. Cap with o vent grate with at least 7.1 sq in.[45.8 sq. cm] open surface area. Secure with stainless steel screws (see sheet 4 of 4 MicrOFAST® 0.75 Details). Or Run Vent to desired location and cover opening with a vent grate with at least 7.1 sq in.[45.8 sq. cm] open surface area. 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 con arm to all applicable counttry, state, province, and local plumbing and electrical codes. Blower control system by Bio- ' Mlcroblcs. Inc. 4. Must increase tank size by 20% if minimum of 10 inches [25.5cm] is used between the unit and the base of tank. Consult factory for approval. 5. The primary compartment may be a separate tank. 6. Either the influent pipe tee shall be fitted with a pipe cap or the baffle separating the two zones shall be extended all the way to the top of the tank. If choosing to use the pipe cop. Then the baffle shall be at least 3" [8cm]higher than the water level as shown on the drawing. 7. Refer to sheet 4 of 4 MicroFAST® 0.75 Details drawing for leg extensions requirements. 8. The air supply fine into the FAST® unit must be secured to prevent vibration Induced damage. The al supply line should be Secured with a non -corrosive clamp every 2' min (5cm]. 9. All inspection, viewing and pump out ports must be secured to prevent accidental or unauthorized access. 10. Tank, piping. conduit, blower housing pad and vents are provided by others. 11. All piping and ancillary equipment installed after FAST145.8 sq. 12. Min height may be reduced, consult factory and reference 'Short-FAST-Module-Procedure.pdf- DO NOT SCALE UNLESS NOTED ' DIMENSIONS ' ' ' ARE IN INCHES T[C u I O NVu A t ED ERANCERSI MicroFAST 0.75 FAST Unit ±0.021N/IN [± 0.05 CM/CMJ VHGHT b $11E A DRAWING NUMBER MleroFAST®0.75 with feel SHEET E 4 N:AWN ac Iv°"si C The contractor shall furnish and install I1) MicroFAST00.75 treatment system as manufactured by Bio-Microbics, Inc. The treatment system shall be complete with all needed equipment as shown on the drawings and specified herein. The principal items of equipment shall include FAST® system insert, leQ extensions, or lid, blower assembly, blower controls and alarms. All other items will be provided by others. The MicroFAST 0.75 unit shall be situated within a 450 Gallon[) 700L] minimum compartment or tank as shown on the plans, or in a 1150 gallonf4400L] one compartment tank. Suggested maximu 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 contracts shall provide coordination between the FAST system and tank supplier with regard to fabrication of the tank, installation of the FAST unit and delivery to the job site. 2. OPERATING CONDITIONS The MicroFAST 0.75 treatment system shall be capable of treatingg the wastewater produced by typical family activities (bath, laundry, kitchen. etc.) ranging from (I ) one to I11) eleven persons and not to exceed 750 US Gallons per day (WIFD). 3. MEDIA 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 that sloughed solids descend through the media to the bottom of the septic tank. 4. BLOWER The MICrOFAST 0.75 unit shall come equipped with a regenerative type blower capable of delivering 17-25 CFM (0.48-0.71 CMM] The blower assembly shall include an inlet IN ter with metal fitter element. S. REMOTE MOUNTED BLOWER The blower shall be mounted, up to 100 feet [30.5 meters] maximum, from the MicroFAST unit on a contractor supplied concrete base. The blower must not set in standing water and must be higher than the normal flood level. A two-piece, rectangular housing shall be provided. The discharge art line from the blower to the MicroFAST System shall be provided enc the contractor. 6. ELECTRICAL The electrical source should be within 150 feet [45.7 meters] of the blower consult local codes for longer wiringg distances. All wring must conform to all applicable codes. The input power required for the blower is 115/230 VAC, Single Phase, 60/50 Hertz, 3.8/1.9Full Load Amps, minimum wire sae is 16 A.W.G. (Locked Rotor Amps are 18.6/9.3). All conduit and wiring between the electrical control panel, the power supply, and the blower shall be furnished and installed by the 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 switch is included. 8. INSTALLATION AND OPERATING INSTRUCTIONS AN work installation and connections of the MicroFAST 0.75 shall be done in accordance with the written instructions provided by the manufacturer and in accordance with OR applicable local codes and regulations. Operations manuals shall be furnished which will include a description of installation, operation. and system maintenance procedures. There shall be a manual for the installer, service provider, and owner. 9. FLOW AND DOSING FAST systems have been successfully designed, tested and certified receiving gravity, demand -based influent flow. When influent flow is controlled by pump cr other means to help with highly variable flow conditions, then multiple dosing events should be used to help ensure even Bow. 10.WARRANTY Bio-Microbics, Inc. warrants every new residential FAST® models (MicroFAST® 0.50, 0.75, 0.90, and 1.5) system against defects in materials and workmanship for a period of two years after installation or three years from date of shipment, subject to the following terms and conditions. (all other FAST® 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 TONS 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 p 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 warranty and regular maintenance Items such as filters or bulbs shall be bome 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 house wiring, plumbing: drainage, septic tank or disposal system. Bio-Microbics, Inc. is reserves the right to revise, change or modify the DO NOT SCALE construction and/or design of the FAST system, or any component part or parts thereof, without incurring any obligation to make such changes or modifications in present equipment. Bio-Microbics. Inc. is not responsible for consequential or incidental UNLESS NOTED damages of any nature resulting from such things as, but not limited to, defect in design, material, or workmanship, or delays in DIMENSIONS delivery, replacements or repairs. ARE IN INCHES THIS WARRANTY IS IN LIEU OF ALL OTHER WARRANTIES EXPRESS OR IMPLIED. BIO-MICROBICS SPECIFICALLY DISCLAIMS ANY IMPLIED [CENTIMETERS] 1 ■ R R R F e R R T E e WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. TOLERANCES NO REPRESENTATIVE OR PERSON IS AUTHORIZED TO GIVE ANY OTHER WARRANTY OR TO ASSUME FOR BIO-MICROBICS. INC.. t /IN MicroFAST 0.75 FAST Unit 0.05 ANY OTHER LIABILITY IN CONNECTION WITH THE SALE OF ITS PRODUCTS. Contact your local distributor for parts and service. It 0.05 CM/CM] WEIGHT a ME rra"w"c%NfcroFAS780.75 THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF WO MICROBICS INC. ANY REPRODUCTION IN PART OR AS ANAME MTE A $peCHICOBOrI! SHEET WHOLE WITHOUT THE WRITTEN PERMISSION OF BIO-MICROBICS INC. IS PROHIBITED. DESIGN AND INVENTION RIGHTS ARE RESERVED. INTHE BIO-MICROBICS©2007 DRAWN CrC I]Jlelltp6 30F4 INTERESTOF TECHNOLOGICAL ADVANCEMENT. ALL PRODUCTS ARE SUBJECT TO DESIGN AND OR MATERIAL CHANGEWTTHOUT NOTICE CHFCRFD PF eier2roa REDwedneWay. Aunull W. Ailf REV. IN14)" Minimum leg extension assembly screws per side included NDS 6" Grate MIN 7.1 SQ FAST® Lid Vent Option Dn-corrosiv rery 2 feet Fasten with non- corrosive Screws Non -corrosive clamp every 2 feet FAST® Air Air Lift 7' Air Supply Line Coupling Alternate Air Supply Option Notes 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" [10] schd. 40 PVC pipe not included to obtain the desired height. Minimum pipe length of 6 1 /8" [15.56]; Original leg extension height requires a pipe length of 11 1/8" [28.26). For heights greater then 18" [45.7] use schd. 80 PVC not included. [consult factory for extending beyond 36"[91)). pipe 3. Anchor the leg extensions to the tank with non -corrosive hardware not Included at the provided mounting DO NOT SCALE points . 4. Increase minimum Tank volume by 20% if minimum leg extension is used. UNLESS NOTED DIMENSIONS 5. The line into the FAST® unit must be secured so as to damage from pipe vibration. See all ARE IN INCHES air supply prevent notes on MrcrofASF@ 0.75 with lid drawing [CENTIMETERS] TOLERANCES 6. The air supply line into the FAST® unit must be secured to prevent vibration induced damage. The air supply t 0.021NAN line should be secured with a noncorrosive clamp every 2' MIN. [± 0.05 CM/Ch 7. Tank, anchors, piping conduit, blower, housing pad and vents are provided by others. WEIGHT c THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF BIO ICROBICS INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN INTEREST OF TECHNOLOGICAL ADVANCEMEENN OF BIO'MICROBICS INC. IS RODUCTS RE SUBJECT TO DESIGN AND OR MATERIALTED. DESIGN AND INVENTION RCHANGE WITHOUT NARE OITIICEE BIO -MIC ROBICS© F r I R setutuatn MicroFAST0.75 FAST Unit MAWM MMKR M1eroFASTO 0.75 Details SHEET 40F4 0 0 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 750 State Review Required? no Perc Rate (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1312.5 Minimum tank capacity 1640.625 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1,438 sq. ft. of absorption area required 93 gravelless chamber units without reduction # of Perc Holes Required: 3 UQ ICK 4 9.87 A = 718.88586 sq.ft with 50% reductionTRENCHES 73 gravelless chamber units with reduction STANDARD A= 718.88586 sq.ft with 50% reductionTRENCHES 46 gravelless chamber units mth reduction EQ 36 45 EQ36 units in TRENCHES QUICK4-EQ36 719 93 SETBACK FROM WELL # of feet = 125 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 75 SETBACK FROM DRY GULCH # of feet = 50 75 .,�.. _777 .p QUICK 4 9.2 1006.4402 sq ft 30% reduction BED 109 chamber units with reduc. 1006.4402 sq h 30% reduction BED 65 chamber units with reduc. 81 EQ36 units in a BED 1006 157 K.C.'HAMILTON Engineering, Inc. August 22, 2007 Mr. Chris Blackwell PO Box 3489 Montrose, CO 81402 Re: Onsite Wastewater System Design Hoaglund Ranch Subdivision — Lots 3, 4 and 5 Pitkin County, Colorado Job No. 07-129 Mr. Blackwell, As requested, KC HAMILTON Engineering, Inc. (Hamilton) has prepared this onsite wastewater system (OWS) design report for the subject project. This design report was prepared in accordance with the Pitkin County (County) ISDS regulations. The report was prepared for ISDS permit submittal to the County. This report presents subsurface data obtain by All Service Septic, LLC, drain field sizing calculations, and OWS design drawings. The body of this report, the notes on the Sheets, manufacturer guidelines and the current County ISDS regulations should be considered the technical specifications for this project. The OWS design will require the OWS installer have demonstrated experience in similar OWS installation. The terms Individual Sewage Disposal Systems (ISDS) and OWS are used interchangeably in this report. The manufacturer details presented in this report are recommendations for the type of OWS components to be installed. The OWS installer can propose alternative equipment to reduce costs provided design specifications and County ISDS regulations are satisfied. EXISTING AND PROPOSED FACILITIES Two single-family residences exist at the subject site (Lots 3, 4 and 5) and one lot is vacant with a single-family residence proposed. The total number of bedrooms for all three lots will be 5. Each residence is or will be less than 2,000 square feet in size. A site plan is presented on Sheets 3.0 through 3.2. It is proposed that one OWS will serve these three residences. The proposed average daily sewage flow is 75 gallons per day (gpd) per person based on two persons per bedroom, or 150 gpd per bedroom. The total average daily flow will be 750 gallons per day for the three residences. A peaking factor of 1.75 is proposed per County ISDS regulations. )'_1 250 Pearl Street, Unit 206, Denver, Colorado 80203 Phone/fax: 303-733-4702 • • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 2 The sewage flow rates per person and peaking factors are prescribed by the County. If the projected sewage flows will be greater than those described herein, Hamilton should be contacted so that the suitability of this OWS can be re-evaluated, if necessary. WATER USAGE AND MONITORING A wastewater disposal system serving multiple residences has inherent risks associated with the potential over -loading of the OWS with excessive water usage and sewage generation. A water meter should be installed to monitor the water usage of each residence. It is suggested that the Home Owners Association (HOA) should be charged with monitoring water usage. The affects of overloading an OWS is described in the Operations and Preventive Maintenance section of this report. An educational program outlining the limits of an OWS for new and existing residents is recommended. HORIZONTAL SEPARATIONS Multiple OWS are proposed for the Hoaglund Ranch site. Policy 6 of the Colorado Department of Public Health and Environment (CDPHE) applies to the proposed and existing construction. The horizontal separation is 110 feet for a well and OWS with an average daily sewage flow of 750 gpd and a peak flow factor of 1.5. The zone of influence around the proposed drain field is also 110 feet. Zones of influence around this and adjacent OWS can not overlap. Pitkin County allows for the zone of influence to be determined based on the peaking factor of 1.5 per the CDPHE ISDS guidelines. SUBSURFACE CONDITIONS The subsurface conditions at the proposed drain field locations were explored by All Service Septic, LLC. A copy of their report is attached in Appendix A. A test pit was excavated in the vicinity of the proposed drain field. All Service Septic indicated sandy clay to a depth of 8 feet and percolation rates in the range of 16 to 27 minutes per inch (MPI). The gradation test results provided by All Service Septic indicate clayey and silty sand. A percolation rate of 30 MPI was selected for design. PROPOSED OWS DESIGN Based on the flow rates and subsurface conditions described above, it appears that an OWS can be installed at the site. The proposed OWS is based on an average daily flow rate of 750 gpd. The proposed design percolation rate is 30 MPI. Manufacturer information for the proposed OWS components is presented in Appendix B. The proposed OWS layout is presented on Sheets 3.0 through 3.2. Due to distance between the tanks and drain field, pumped discharge is recommended. Dosing of the effluent will allow for a drain field reduction of 30% and is included with the drain field sizing calculations. Internal Plumbing: The plumbing serving the proposed residence should drain by gravity to the sewer collection system. If an ejector pump is required, it should only lift the sewage generated on the lower level. The upper floors should drain by gravity where possible. If the • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 3 entire house will drain to the lower level and an ejector pump will be required, a duplex pumping system should be used in the event of a pump failure. Access for pump repair should be considered in the plumbing design, as necessary. The sewer stub out must be at least 50 feet from the onsite wells. Sewage Collection System: Sewer pipes should be 4 -inch diameter PVC pipe installed with a minimum slope of 2% and be properly bedded. Joints should be solvent welded, or bell and gasket connections. The pipe should be properly bedded per the County ISDS regulations and local plumbing code. Pipe shall consist of SDR 35 PVC pipe, with Schedule 40 PVC pipe installed in drive areas. Pipes installed less than 3 feet below planned grades and in drive areas shall be cased within a 6 -inch diameter SCH 40 PVC Pipe. Typical sewer pipe details are presented on Sheets 4.0 and 4.1. Cleanoutsr Cleanouts are required at: 1.) at the stubout from the buildings, 2.) at spacings not to exceeding 100 feet, and 3.) upslope of two or more closely spaced consecutive bends in the sewer pipe. A single bend in the sewer pipe is not to exceed 45 degrees. Sewer Pipe Invert Elevations. Sewer pipe invert elevations shall be determined in the field. Sewer pipe should not be buried more than 3 feet at the connection with the septic tank. The contractor should verify that adequate pipe sloping can be achieved before construction. Tracer Wine. New sewer pipe should be installed with a tracer wire for easy location in the future. Wader Line Crossings. Where the sewer crosses water lines and/or storm sewer pipes, the sewer must be encased 10 feet each side of the crossing per County ISDS regulations. Septic Tank: To accommodate peak surge sewage flows and manufacturer guidelines for the secondary treatment system, a minimum septic tank capacity of 2,000 gallons is recommended. One 2000 -gallon, two-compartment septic tank with an 8 -inch diameter effluent filter or two 4 - inch diameter filters is proposed. The tank should be approved for use in Pitkin County. The tank should be installed with water -tight seals. Risers should be installed for easy access to the tanks. Riser lids should be bolted to the risers or otherwise locked. Typical septic tank details are presented on Sheet 5.0. Tank Access. An access way to the tanks should be defined at the site for routine maintenance. Tank Site Protection. Fencing the tank site area should be considered. Secondary Treatment: Secondary treatment is required for the proposed OWS. An Orenco Systems, Inc. AdvanTex system is proposed. Two AdvanTex AX20 packed bed filters are proposed based on the total bedroom quantity of five. A 2000 -gallon single -compartment recirculation tank is proposed. The normal operating liquid level in the tank should be at the 1500 -gallon level. This will allow for a 500 -gallon surge flow capacity. The tank should be approved for use in Pitkin County. The tank should be installed with water -tight seals. Risers should be installed for easy access to the tanks. Riser lids should be bolted to the risers or otherwise locked. • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 4 The AdvanTex system is sold as a package and should be installed by a manufacturer trained person. The manufacturer distributor for the Orenco products is SCG Enterprises, Inc. at 303- 838-0611. Manufacturer diagrams of the proposed secondary treatment system are presented on Sheets 5.1. Discharae Basin: Due to distance between the tanks and drain field, pumped discharge is recommended. Dosing of the effluent will allow for a drain field reduction to be included with the drain field sizing calculations. A 1000 -gallon single -compartment septic tank is proposed with a duplex pumping system. The tank should be approved for use in Pitkin County. The tank should be installed with water -tight seals. Risers should be installed for easy access to the tanks. Riser lids should be bolted to the risers or otherwise locked. A typical diagram of a discharge basin is presented on Sheet 5.2 and 5.3. Effluent Pumping System Requirements are outline below. Discharge Piping: The discharge piping from the effluent pump to the drain field shall be 2 - inch diameter schedule 40 PVC pipe with solvent welded joints as noted on plan set. A minimum pipe slope of 1% is required where pipe drainage is required between pump cycles to prevent freezing. The pipes should be properly bedded as presented on the plan set to the depths shown. Cleanouts. Cleanouts are proposed in the event access to the pipe is required. Clean outs can consist of solvent welded caps at the surface since pipe assess is anticipated to be rare. Cleanouts should be placed at: 1.) at spacing not exceeding 100 feet, and 3.) upslope of two or more closely spaced consecutive bends in the pipe. A single bend in the pipe is not to exceed 45 degrees. Pipe Invert Elevations: Sewer pipe invert elevations shall be determined in the field. Discharge pipe should not be buried more than 1.5 feet at the connection with the distribution valve assembly. The contractor should verify that adequate pipe sloping can be achieved before construction. Tracer Wire. New discharge pipe should be installed with a tracer wire for easy location in the future. Water Line Crossings. Where the discharge pipe crosses water lines and/or storm sewer pipes, the discharge pipe must be encased 10 feet each side of the crossing per County ISDS regulations. Drain Field Sizina: The minimum drain field areas are as follows: Area Required = 750 gpd x 1.75 x (sgrt(30)/5) x 0.7 = 1007 square feet. Area Proposed = 110 Quick 4 Chambers x 9.2 sf/chamber = 1012 square feet. Plastic chambered beds are proposed with an effective absorption area of 9.2 square feet per chamber. The drain field should be installed per the manufacturer's guidelines and per the details and specifications presented on Sheets 6.0 and 6.1. l.I L EFFLUENT PUMPING SYSTEM • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 5 The proposed pumping systems must meet the following specifications: Pumps— The discharge basin effluent pump shall be an Orenco Systems, Inc. model PF5005 HH pump. Manufacturer pump curve diagram is attached in Appendix C. The pump shall be UL and CSA listed as an effluent pump. Pump is to be activated by motor -contact switch. Access Risers— Access risers that extend to final grade must be provided. The risers are to be watertight and attached to the septic tanks such that a watertight seal is provided. Risers should be rated for the appropriate load requirements. Discharge Assembly— The pump discharge assembly (Orenco cold weather version) is to have a disconnect union accessible from the ground surface to allow pump replacement. The discharge assembly is to be plumbed to allow drainage between cycles to minimize freezing potential. Float Switch Assembly — The on/off, timer over -ride, and high water alarm floats are to be accessible for adjustment without removing the pump or vault. Float switches are to be low - amperage. Electrical power to supply the pumps shall not be through the float switches. The effluent pump float switches should be set to discharge volumes as outlined above. EieaticaiSp/ice Box— The splice box shall be UL approved for wet locations (NEMA 4X). All wire splices are to be completed with UL listed waterproof splice connectors. Controls and A/arms— Controls and alarms shall be listed per UL 508. Controls are to include a toggle switch for manual operation of the pumps; separate dedicated circuits for the pumps and the high water alarm; an audible and visual alarm; and an elapsed time meter. Panels are to be NEMA 4X rated. Location — The pump control panel is to be mounted within sight of the respective pump system. The panels are also to be located such that the alarm can be readily seen and heard (remote alarms to a location within the buildings can be provided). The panels are to be mounted at convenient heights to allow access and maintenance. SITE GRADING Good drainage should be incorporated in to the site -grading plan to direct runoff away from the drain field. Automatic sprinkler systems must not be installed over the fields. The surface of the fields should be seeded after installation of the system. Livestock is to be kept off the drain field areas. A seed mix such as "Foothills, Pasture, or Prairie" mixes should be used. These mixes do not require irrigation and develop a growth 10 to 15 inches high. OWS INSTALLATION OBSERVATIONS The installation of the OWS is to be observed by the HAMILTON. These observations include drain field grading. At those times, subsurface conditions, scarifying and fill material will be reviewed. At the time of final installation observations, the septic tank and pumping systems basin are to be installed with risers on the tanks, and inlet and outlet connections properly bedded. The drain field is to have distribution pipes in place. Other components such as effluent filters and pumping systems; as applicable; will be observed at that time. A final observation will be required once the final electrical connection has been made prior to placing the OWS into service. 17 • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 6 Our office should be called at 720-261-9358 to observe the installation of the OWS at least 48 hours in advance. Since there are some discrepancies with the subsurface conditions described by All Service Septic, at a minimum the drain field must be observed by Hamilton. OPERATION AND PREVENTATIVE MAINTENANCE SCHEDULE The goal of an operation and maintenance schedule is to observe the operation, and perform minor maintenance to the onsite wastewater system to allow for proper, long term functioning of the system. An operation and maintenance schedule or contract with a private maintenance company is recommended. Septic Tank: The scum and sludge accumulation in the septic tank should be monitored yearly. Once the scum or sludge thickness reaches 25% of the liquid depth, the entire tank should be pumped. A pumping frequency of 1 to 3 years at design flows is anticipated. An alternative is a scheduled pumping frequency of every two years. Effluent Filters. Effluent filters at the septic tank discharge should be cleaned (hosed off) at the time of pumping or as needed. Drain Field; The surface area around the field is to be observed monthly for signs of failure such as lush vegetation growth or effluent ponding. No landscaping or plastic can be installed over the field. General., System users must realize an onsite wastewater system is different from public sewer service. Plastic or other non -biodegradable material should not be introduced into the system. Biodegradable cleaners should be used. Water use should be monitored. A malfunctioning toilet can consume a large amount of water. This excess water in addition to daily loading could flood and irreparably harm the OWS. Allowing fixtures to flow continuously to prevent water lines from freezing is not recommended. Although the proposed system can accommodate variable flows, spreading water use over the day and minimizing peak flows is recommended. The chemical and hydraulic loading from the backwash of a water softener may be detrimental to the OWS and a separate drywell should be constructed for the backwash sludge/waste, if a softener is installed. The design of the OWS is based on the treatment of domestic sewage only. No industrial or hazardous wastes should be introduced into the OWS. LIMITATIONS This OWS designs and recommendations are based on data submitted and the proposed construction. If conditions considerably different from those described in this report are encountered, we should be called to observe the conditions. If proposed construction is changed, HAMILTON should be notified to evaluate the effect of the changes on the wastewater system, if any. All construction is to be in accordance with the Pitkin County Individual Sewage Disposal System (ISDS) regulations. Pipe type and size, burial requirements, and other specifications, which are not depicted in this report, are to conform to the requirements of the County ISDS regulations. The installer of the system is to be licensed by Pitkin County, and is to have demonstrated knowledge of the ISDS regulations and requirements. • • KC Hamilton Engineering, Inc. Job No. 07-129, August 22, 2007 Page 7 The proposed system design is based on the flow rates outlined herein. Increased flows may hydraulically or organically overload the system, causing premature failure. A water meter should be installed to monitor water usage for each OWS. The metering should not include irrigation. Please contact me with questions. Sincerely, KC HAMILTON Engineering, Inc. pO Uc iz 39765 0; Kenneth C. Hamilton, P.E. 2p Project Engineer '•.,8�2��1'L,:' u ONAL Attachments Appendix A Appendix B Appendix C SHEETS 1.0 through 6.1 (attached separately) 4 copies sent KCH/kch 1 �f 0 Appendix A Job No. 07-129 0 0 H11 QK=WWWgkC081W2 011a FU 30-216-27% August 3, 2007 High Country Trees, Attn: Chris Blackwell PO Box 3489 Montrose, CO 81402 Subsurface Investigation and Percolation Test Hoaglund Ranches State Highway 82 Pitkin County, Colorado Chris, 0 Project No. 1366 ALL SERVICE septic, LLC, performed a subsurface investigation and percolation test for the subject property, on July 31 't 2007. The test was performed in accordance with Pitkin County Regulations. EXISTING CONDITIONS AND STRUCTURES The subject property is located in a residential area where Onsite Wastewater Systems (OWS) and wells are necessary. There are existing bams and residences at the subject property. The slope at the area of the percolation holes slopes approximately 5% to the southwest, and vegetation consists of a native grasses. SUBSURFACE CONDITIONS AND CONCLUSIONS The subsurface was investigated by digging one profile pit and five percolation holes, at the locations indicated on Figure 1. The materials in the profile pit consisted of 1 -foot of sandy clay root zone, underlain by sandy clay with gravelly lenses to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Percolation rates ranged from 16 minutes per inch (MPI) to 27 MPI, with an average rate of 22 MPI. LIMITS: Results are based on field investigations and data provided by the client. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified Please call with questions. p0 LIC P' ERs 9N 7ALLCE septic, LLC Reviewed By erg 38662 Timothy R. Petz Richard H. 3 copies SION IDI SCALE NORTN REBAR 6 YIP I LS /19398 (FIND) OD r HOLLAND HILLS SUBDIVISION (BOOK 4 AT PAGE 252) PARTIAL SITE PLAN AND *CATION OF PERCOLATION HOLES REBAR k CAP LS f29030 (FND) 0.51 FROM PROP. LINE PROFILE PIT AND PERCOLATION HOLES / OPEN SPACE PARCEL 7 PER RECEPTION NUMBER 501016 � P-5 PROFILE PIT ❑ P-4 ❑ P-3 P-2 ❑ P-1 ❑ N 41'52'17" W 473.94' 473.94' HOAGLUND RANCHES ALL SERVICE SEPTIC, LLC Project No. 1366 PITKIN COUNTY, COLORADO 970-618-5033 FIGURE 1 9s PROFILE HOLE INFORMATION ALL SERVICE septic, LLC 970-618-5033 PROFILE 4 5 6 7 8 9 IO ROOT ZONE, CLAY, SANDY, RED SANDY, GRAVELLY, STIFF, MOIST, RED TO LIGHT CLAY. SANDY, STIFF. MOIST. RED TO LIGHT RED CLAY, SANDY, GRAVELLY, STIFF, MOIST, RED TO UGHT RED CLAY, SANDY, STIFF, MOIST, RED TO LIGHT RED NO GROUNDWATER ENCOUNTERED DURING DIGGING OR WHEN CHECKED ON JULY 31, 2007 JBULK SAMPLE TAKEN PROJECT NO. 1366 Q3 FIGURE 2 9 • PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1366 PROFILE PIT Date of Test: 07/31/2007 0 - 1.5' Root Zone, Clay, Sandy, Red 1.5-2.0' Clay, Sandy with Gravel (Gravelly Lens) 2.0'-3.5' Clay, Sandy, Stiff, Moist, Red 3.5-4.0' Clay, Sandy, with Gravel (Gravelly Lens) 4.0'-8.0' Clay, Sandy, Stiff, Moist, Red No Groundwater or Bedrock Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 1 33 20 2.50 4.00 1.50 20 4.00 5.00 1.00 20 5.00 6.25 1.25 20 6.25 8.00 1.75 fill 20 4.25 5.00 0.75 27 20 5.00 6.00 1.00 2 35 20 1.75 3.00 1.25 20 3.00 4.25 1.25 20 4.25 5.25 1.00 20 5.25 6.50 1.25 20 6.50 7.50 1.00 fill 20 4.25 5.25 1.00 20 3 29 20 3.50 6.00 2.50 20 6.00 8.00 2.00 fill 20 2.00 4.00 2.00 20 4.00 6.00 2.00 fill 20 3.50 5.25 1.75 20 5.25 6.50 1.25 16 AVG = 22 MPI PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 (cont)- PROJECT 1366 II F PIT Mata of Tact n7/31/9nn7 0 - 1.5' Root Zone, Clay, Sandy, Red 1.5'-2.0' Clay, Sandy with Gravel (Gravelly Lens) 2.0'-3.5' Clay, Sandy, Stiff, Moist, Red 3.5'-4.0' Clay, Sandy, with Gravel (Gravelly Lens) 95 4.0'-8.0' Clay, Sandy, Stiff, Moist, Red No Groundwater or Bedrock Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI (in.) (in.) 4 43 20 2.75 4.25 1.50 20 4.25 5.25 1.00 20 5.25 6.00 0.75 20 6.00 7.00 1.00 fill 20 3.00 4.25 1.25 20 4.25 5.00 0.75 27 5 31 20 2.50 4.00 1.50 20 4.00 5.25 1.25 20 5.25 dry fill 20 3.00 4.25 1.25 20 4.25 5.25 1.00 20 5.25 6.25 1.00 20 3DB AVG = 22 MPIi�eJ 95 0 HE 0 a 0 0 6uissed % d z m w U . Z O cnLU �Q J 2 H arIL U) laoi a Appendix B Job No. 07-129 PF Series High -Head Effluent Pumps Applications Our submersible High -Head Effluent Pumps are designed to transport screened effluent (with low TSS counts) from septic tanks or separate dosing tanks to collection and treatment systems. All our pumps are constructed of lightweight, corro- sion -resistant stainless steel and engineered plastics; all are field -serviceable and repairable with common tools; and all standard 60 -Hz PF Series models are CSA certified to the U.S. and Canadian safety standards for effluent pumps, meeting UL requirements. Orenco High -Head Effluent Pumps are used in a variety of applications, including pressurized drainfields, packed bed filters, mounds, aerobic units, effluent irrigation, effluent sew- ers, wetlands, lagoons, and more. ry L• Orenco Systems Incorporated W'u,47Om Iriurmvnr 800-348-9843 www.oreMo.com ;� '� Discharge connection Bypass orifice Suction connection Features/Specifications To specify this pump for your installation, require the following: • Minimum 24-hour run -dry capability without water lubrica- tion • 1/8 -inch (3 -mm) bypass orifice to ensure flow recirculation for motor cooling and to prevent air bind • Repairable (nondisposable) liquid end for better long-term cost of ownership • Corrosion -resistant construction • Super stainless Franklin Electric motor, rated for continuous use and frequent cycling • Type SOOW motor cable (suitable for Class I, Division 1 and Division 2 applications) • Five-year warranty from date of manufacture against defects in materials or workmanship Standard Models See specifications chart, page 2, for a complete list. Q -❑FI Tcord length: Blank = 10' 20 = 20' 30 = 30' 50 = 50' Voltage (nameplate): 1 = 115 (1/2 hp only) 200 = 200 2 = 230 (220 if 50 Hz) 4 = 460 Frequency: I = single-phase 60 Hz 3 = three-phase 60 Hz 5 = single-phase 50 Hz Horsepower: 05 = 1/2 hp 07 = 3/4 hp 10 = 1 hp 15 = 1-12 hp I Nominal Flow (gpm): 10 20 30 50 S� Pump (FF Series) c H®US LRB09BO Nm-PU-PF-1 Rev. 1.1, 4/07 © orenm Systems'", Inc. Specifications 60 Hz Model hp Amps' Nominal Flow (gpm) Number of Discharge Length Minimum Liquid Weight Rated Impellers (in.) 010 Level (in.) (lb) Cycles/Day PF100511/121 0.50 127/6.3 10 6 1.25 22.1 20 27 300 PF100712 0.75 8.3 10 8 1.25 25.0 22 30 300 PF10101 1.00 -- 10 -- 1.25 -- -- -- 1001300' PF200511/121 0.50 124163 20 6 1.25 24.0 20 27 300 PF20101 1.00 -- 20 -- 1.25 -- -- -- 100/300' PF20151 1.50 -- 20 -- 1.25 - -- -- 100/300' PF300511/121 0.501 122/6.2 30 4 125 21.5 22 26 300 PF300712 0.75 8.5 30 6 1.25 25.0 24 30 300 PF30101 1.00 -- 30 -- 125 26.5 -- -- 100/300' PF30151 1.50 -- 30 -- 1.25 325 -- -- 100/300' PF500511/121 0.50 121/6.2 50 2 200 19.4 22 28 300 PF500712 0.75 8.5 50 3 200 227 24 31 300 PF50101 1.00 -- 50 -- 200 -- -- - 1O0f300' PF50151 1.50 -- 50 200 100300' 50 Hz (210 V nameplate, 230 V actual) Nominal Row Number of Discharge Length Min. Liquid Level Weight Rated Model hp/kW Ampe (gpmU(L/sec) Impellers (U.S. nom., inflfn.)/(rmn) (in.►/(rmn) (lb)Akg) Cycles/Day PFID0552 0.50/0.37 4.21 10/0.6 6 1.25 22 0/559 201506 27/12 300 PF100752 0.75/0.56 6.25 10/0.6 9 1.25 27.01686 24/610 30/14 300 PF300552 0.5/0.37 4.01 30/1.9 4 125 21.5/546 22/559 26/12 300 PF500552 0.510.37 4.Os 50/3.2 2 200 19.4/493 22/559 28/13 300 PF500752 0.75/0.56 6.4s 50/32 3 200 227/577 24/610 31/14 300 PF501052 1.010.75 7.45 50/32 4 200 26.0860 27/686 34/15 100/300' 1. All 60 -Hz 1/2 -hp pumps are available m 115- an -23-DT nameplate modes. 2 Maximum sustained amperage, single phase. The paired amperage numbers for 12 hp pumps are for 115 and 230 V (nameplate), respec- tively. All other numbers are for 230 V (nameplate). Actual running amperage may exceed the motors nameplate amperage by 10% (UL 778). 3. Will be available mid -2007. 4. Single-phase/three-phase. 5. Maximum sustained amperage, single phase (22D -V nameplate voltage). 6. Discharge is female NPT threaded, U.S. nominal size, to accommodate Orencc discharge hose and valve assemblies. Consult your Orenco Distributor about fittings to connect hose and valve assemblies to metric -sized piping. Materials of Construction Discharge: Glass -filled polypropylene or stainless steel (PF50 models) Discharge bearing: Engineered thermoplastic (PEEK) Diffusers: Glass -filled PPO (Noryl GFN3) Impellers: Celcon® acetal copolymer on 10-gpm models, all others are Noryl GFN3 Intake screen: Polypropylene Suction connection: Glass -filled PPO (Noryl GFN3) or stainless steel (PF50 models) Drive shaft 7/16 inch hexagonal stainless steel, 3D0 series Coupling: Sintered stainless steel, 300 series Shell: Stainless steel, 300 series Motor. ttm-vu-rr-t asv. 1.1.4e7 Q oraaca spt. . lea ^ Paan 201, C f Franklin motor exterior constructed of stainless steel. Motor filled with deionized water and propylene glycol for constant lubrication. Hermetically sealed motor assures moisture -free windings. All thrust absorbed by Kingsbury type thrust bearing. Rated for continuous duty. Protected against thermal overload and equipped with surge arrestors for added security. VeriComm® AXB Control Panels For AdvanTex@ Treatment System: Applications VeriComm' AXB1 and AX62 remote telemetry coetlpanels are used with two -pump operations — recirculation ai6scharge (on -demand or timed) —for AdvanTex" Treatmert$rems. Interlocked controls prevent the recirculation paom running if there is a high level alarm on the discharge simlupled with the VeriComm Web -based Monitoring System, dEnd ordable control panels give water/wastewater system oper ws and maintenance organizations the ability to monitoraicontrol each individual system's operation remotely, widiiattime effi- ciency, while remaining invisible to the homeovlSVXlComm AXB panels allow remote operators to change sp%mparam- eters, including timer settings, from the Web inksba ,.--..------.---..._ Standard Models: VCOM AXB 1, VCOM AXB? WOW Panel To Specify... To specify this panel for your installation, requiretnfallowing: Basic Control logic. Three Operating Alis • A "Start-up Mode" for the initial 30 days, dui nyokch the system collects trend data to establish operariq!Wndards for future reference. • A "Normal Mode" that manages day-to-day fuediens. • A "Test Mode" that suspends data collection aW rm report- ing during installation and service. Data Collection and Utilization • Data logs of system conditions and events, sucbwpump run times, pump cycles, and alarm conditions. Troubleshooting and Diagnostic Logic • Troubleshooting capabilities that can report suslimted failed components, which then trigger Alarms. Advanced Control Logic • Advanced control logic that activates during floatnalfunctions Com mnication and Alarm Management • Remote telemetry capabilities coupled with a Web -based monitoring application (see VeriComm Monitoring System, ATD-WEB-VCOM-1l for communication and alarm manage- mern- Updating of point values (including timer settings) and receipt of queued changes during each communication ses- sion with hosL Communication sessions that occur monthly, at a minimum, and more frequently during alarm conditions. • Multiple methods of communication, as follows: Call -In to VeriComm® Host – Automatic notification to host of "Alarms," which signal fault conditions that need to be addressed immediately (e.g., pump failure). – Automatic notification to host of "Alerts," which signal less critical fault conditions and which trigger the panel's troubleshooting logic and altemative operating mode (e.g., stuck Float switch). – Automatic notification to host of "Updates," which include alar updates or all -clear notifications following Alarms/ Alerts, as well as normally scheduled monthly panel reports. – Manual, forced communication from panel to host to effect an updating of point values and receipt of queued changes. Real -Time Direct Connection to Panel – Manual, direct connection at the site via RS -232 serial port, to allow a local operator real-time access to detailed logged data and the ability to change point values from a laptop. – Manual, forced communication by local operator/ homeowner at the site to initiate an auto -answer mode, allowing a remote operator real-time access to detailed logged data and the ability to change point values. During real-time, manual connections, software with open architecture (and password security) is used; no proprietary software is required. Vf100 protocol allows access and control from any computer modem (Mac or PC) with a simple com- munication program (e.g., Windows" HyperTerminal); multilevel password protection in panel ensures that only qualified per- sonnel can access the panel's data. Additional Features • Status light indicators on the board, including ... – Flashing green LED for normal operation • – Yellow LEDs for status of digital inputs 09 – Red LEDs for status of digital outputs and o.enc" systems' modem activity bvorpa to • UL -recognized and FCC -approved � as For more information, try our online demo at 8001s4e-94O+ N wvvw.vericomm.net (no password required). vm�renco.com •m ro.urnu i I . VeriComm' Remote Telemetry Board 2. Motor -Start Contactors 3. Toggle Switches 4. Control Circuit Breaker 5. Pump Circuit Breakers 6. Fuse 7. Transformer 8. Audio Alarm 9. Visual Alarm 10, Panel Enclosure 10 Standard Componew Feature Specifications 1. VeriComm' Remote Telemetry Unit* ATRTU-100: 36/18 VAC (center tap transformer), 8 digital inputs, 4 analog inputs, 4 digital outputs, 0 analog outputs, on -board modem (2400 baud(. LED input and output indicators, 1 -year battery backup of data and program settings. _ 2. Motor -Start Contactors 120 VAC: 14 FLA, 3/4 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 50% of FLA). 240 VAC: 14 RA, 2 hp, 60 Hz; 2.5 million cycles at FLA (10 million at 509E of FLA). 3. Toggle Switches Single -pole switch, automatic On, with spring-loaded, momentary, manual On. 20 A, 1 hp. 4. Control Circuit Breaker 10 0. OFF/ON switch. Single -pole 1211 YAC, double -pole 240 VAC. DIN rail mounting with thermal magnetic tripping characteristics. 5. Pump Circuit Breakers 20A, OFF/ON switch. Single -pole 120 VAC, double -pole 240 VAC. DIN rail mounting with thermal magnetic tripping characteristics. 6. Fuse 120 VAC Primary, 36 VCT ® 0.85 A Secondary. 7. Transformer 250 VAC.1 A 8. Audio Alarm 80 d8 at 24 in. (610 mm), warble -tone sound. 9. Visual Alarm 7/8 in. (22 mm) diameter red lens, 'Push—to—silence.' NEMA 4,1 W bulb, 120 VAC. 10. Panel Enclosure Measures 15.5 in. high x 13.3 in. wide x 6.7 in. deep (384 mm x 338 mm x 170 mm). NEMA 4X rated. Constructed of W -resistant fiberglass; hinges and latch are stainless steel. Conduit couplings provided. VCOM-AXBI 120 VAC, 3/4 hp, 14 A, single-phase, 60 Hz. VCOM-AXB2 240 VAC, 2 hp, 14 A, single-phase, 60 Hz, Optional Components Feature Specifications Product Code Adder Pump Run Light 7/8 in. (22 mm) diameter green lens. NEMA 4, 1 W bulb,120VAC. PRL Anticondensation Heater Self-adjusting: radiates additional wattage as temperature drops. HT Programmable Timer Discharge side tined dosing. PT — UV Disinfection Compatibility UV grounded power circuit and alarm contacts. Pump disable upon UV failure. UV ' See VeriComm' Remote Telemetry Unit (ATD-CP-VCOM-1) and VeriComm' Monitoring System fATD-WEB-VCOM-11 for more detail. f ne.ro-wytrr.z J .ti Submittal Data Sheet 8"-15" Dia. Biotube® Effluent Filters ca General Orenco Biotube® Effluent Filters (U.S. Patents No. 4,439,323 and 5,492,635) are used to improve the quality of effluent exiting a septic tank. The Biotube cartridge is removable for maintenance; the handle assembly snaps into the notches in the top of the vault, and the handle can be extended for easy removal of the cartridge. A "base inlet" model is available for low -profile tanks. Standard Models Standard Series: FT0854-36, FT1254-36, FT1554-36 Slide Rail Series: FT1254-36R, FT1554-36R Base Inlet Series: FT0822-14B Optional Alarm Float Assembly: Standard: MF1A-Y-1IFTL; Base Inlet MF1A-Y-5FTL Nomenclature ❑0-m 0 HankBlank = standard series B = base inlet series R = slide rail series (12" and 15" only)* Cartridge height (inches): 36 = standard 14 = base inlet model Housing height (inches): 22 = base inlet model 48 = when minimum liquid level is 37" - 46" (8' dia only)** 54 = when minimum liquid level is 46"- 63"" 60 = when minimum liquid level is 64" - 94'- 66 = when minimum liquid level is 85" - 112"" Filter diameter: 08 = 8" 12 = 12" is = 15" I Blank= 1/8"fi hration P = 1/16" filtration t 12' and 15' only. Biotube effluent filter series ' Use the slide evil when only one, access is available for the filter chamber •• Minimum liquid keel is wasmal from the ioven of the orale, to the tank nom selmi the housing height that conegmntds to the •mat's mounamt liquid level in optimally locale the inks holes hrfweai 65% and 75% of the tmk's rmmni m liq uid Icvel.) Materials of Construction Vault: PVC Biotube Cartridge: Polypropylene and polyethylene Pioe Couolino: PVC Handle Components: PVC Support Coupling and Bracket PVC Optional Alarm Float Assembly (Ordered Separately) Handle Assembly Biotubes, ipe oupling ault Ilet oles tSupport Coupling tsupport Bracket ® mw arence Symeam' sic. NSO-FT-FT-1 ' �\, R". 52 ® 801 Submittal Data Sheet 8aa-15" Dia. Biotube® Effluent Fthers (continued) �--- D ---� If Standard Model Base Inlet Model Specifications Fr8854-38 FT0872-14B FT,254-36 F7,g4-36 Model FTPg854-36 FTP0622-14B FTP1254-36 FFP1554-36 D - Nominal Diameter lin.) 8 8 12 15 H - Vault Height (in.) 54 22 54 54 It - Inlet Hole Heigh? lin.) 22 n/a3 22 22 I - Invert -to -Base Height fin.) 38 13 38 38 C - Cartridge Height (in.) 36 14 36 36 (Individual) Biotube Diameter (in.) 1.125 1.125 1.125 1.125 Number of Biotubes per Cartridge 18 18 35 59 Fiker Surface Areas (sq.fL) 14.6 6.0 30.0 50.5 Flow Area" (sq.fL) 4.4 18 to 152 Inlet Hole Diameter (in.) 1.375 We 1,315 1.375 Number of Influent Holes 8 rya 8 8 • Feer area is defined as the total surface area of al the itdvidual WandIes v&M the filter cartridge. b Flow area is defined as dor load open area (area ot the -hales-) al al the in WMW bioarbes wIll n the Me. cagidge. ' PVC slide tee substibdes for coupGrg system when optional side ral system it use& lZ and 15. miy. r Influent hale height may vary deperdW upon the cwfptretion of the tank Optimum hole heigfd'a betvween 65% and 75% of the mkirrarm IgIW IeveL i Influent enters aper draugh the space created between the banern ut the vault hausig and the boom. tithe IiBer cartridge. ® 20H anon Spiewa Irc 33 r� 0 4" Biotube° Effluent FitterS o�Sh et Applications 4" Bathe Effluent fibers are designed to remove solids from efflu- ent leaving residential septic tanks. flow modulation plate (optional) vault Inlet Ivies Bitlhtbe fiber vauk Specifications extendable Biotube filter cartridge General OR" systel"Re krnporaled 1-100-30-9M Orenco 4" Bioolbe Effluent Filters (U.S. Patents No. 4439323 and 5492635) are used to irnprove the quality of effluent exiling a septic tank in a residential septic system. The Biotube cartridge fits tight- ly in the vault and is removable for maintenance; the tee handle can be extended for easy removal of the cartridge. Standard Series FTSO444-36, FfSO444-36M, FTWO436-28, FrWO436-28M FfW0444-36, FTW0444-36M Nomenclature: For customized options (e.y., NC indicates meets North Carolina regs.l icates float bracket attached des flow modulation plate installed Cartridge height. 2T and 36' are standard Housing height. 36' and N' are standard Indicates fiber diameter (in) W -Indicates fits 3034 outlet pipe S -Indicates Schedule 40 outlet pipe Indicates 1115' filtration No P indicates 1!6 filtration he effluent filter series RSU4'f-FTS-1 eer. 32,® %M Page 1 of 2 JAI 0 0 4" Biotube° Effluent Filters (continued) D air vent discharge orifice 4" tee H Dimensions Model FFS004-36 F WOC16-n Frs0444-36M FrW8436-281A — FTWO444-36 D - Nominal Diameterjin.) 4 4 6111 m r.:+ Flier Surface Area (sg k) 53 4.1 Influent Hole Diameter (in.) 11/8 11/8 Number of Influent Holes 8 8 Discharge Orfice Diameter (i1.) 1/2 1/2 Number of Discharge Orifices 2 2 Diameter Number of Air Vents 1 1 * Influent hole height may vary depending upon the configuration of the tank Optimum hole height is at 70% of the minimum liquid level. NSU -FT -FTS -1 ae.. 3Z © 9/99 Page 2 o12 0 Su Float Switch Assemblies Data She' Applications Float switches are used to signal liquid level positions for alarm and pump control applications. Orenco float switch assemblies can be mounted in pump vaults, effluent screens, pump basins, and risers. Float switch assemblies are preassembled with one or more floats mounted on a V PVC float stem. ABS float collars are used to provide secure mounting that is easily adjustable. 3 0 3 0 Off Float: The "On" and "ON' positions describe normally open floats. For normally closed floats, the functions are reversed. Materials of Construction General ;Z� Ca t� All models listed are horsepower -rated and UL listed and CSA certified for use in water or sewage. Model "A" floats are also CE certfied for sale in European Union countries. Floats are typically ordered in assemblies that include a float stem (ordering explained below) and float collars. Standard Models A, B, C, D, G, T Nomenclature MF -D TCord length (feei): Blank = 10' cord (standard) 20 = 20'cord 30 = 30' cora Float switch model (from top of the tank down) A, B, C, D, G, T Number of Boal switches (for multiples of the same model) Blank = w Float collar (for single Boats only) Mechanical or mercury Boat switch assembly Examples: An MFAB indicates one "A" float and one "B" float with the 'B" float being lower on the float stem, an MF3AT indicates three A" floats and a "T float fin order from the top of the float stem down/. Float housing: Impact -resistant, noncorrosive PVC plastic for use in liquids up to 148' F (60" C) Float cord: Flexible 2 -conductor (UL, CSA) SJOW, water-resistant JCPEr neoprette coating Float collar. ABS Yr NFAIJ fitFt Specifications Signal -rated floats for control switch applications `: State,; T 1R-; Volta ey Aops ,_ Float ypp' ' 9 Nq sot T•s _# 0 A Model Open MERC Yes Na Na n/a zoo n/a n1a rVa T Model Closed MERC Yes n/a rVa rVa zoo rVa rVa rile Motor -rated floats for pump switch applications float Stater .Type I Voltage x Amps "111 rt e, 7 .+- - #Apr B Model Open Mech No 12UV 230V 13A 13A 112 hp 1 hp 200 250 1.50 4.00 3.00 3.00 1.50 4.75 4.00 3.25 1.50 4.75 C Model Open Mech No 120V 230V 13A 13A 1/2 hp 1 hp 2.00 3.00 250 5.50 3.00 3.50 3.00 6.50 4.00 4.00 3.50 7.50 5.00 4.50 4.00 8.50 6.00 5.25 4.25 9.50 D Model Open Mech No 120V 230V 15A 15A 3r4 hp 2 hp 2.00 3.00 250 5.50 3.00 3.50 3.00 6.50 4.00 4.00 3.50 7.50 5.00 4.50 4.00 8.50 6.00 525 425 9.50 G Model Open MERC Yes 120V 230V 15A 15A 314 hp 2 hp 2.00 1.50 3.00 4.50 3.00 1.75 3.00 4.50 4.00 2.00 3.50 5.50 Notes Signal -rated vs. motor -rated float switches. Every float has a maximum amount of current A can handle. Exceeding these limits may cause premature failure. Signal -rated or "control" floats are used to activate pump control panels and alarms. Only low amperage signals pass through these float switches, hence the float switch is "signal -rated." All Orenco panels that use motor contactors can use signal -rated float switches. In some systems, a float switch is used to directly start and stop a pump. In this application, the current that is running the pump passes through the float switch as well, and the float switch must be "motor - rated." In most instances, a motor -rated float switch can be used as a signal float switch. State. The default state of a float- normally open or normally closed - refers to the contact positions in the float when the float is resting (down). 7 7 J 7 Type. Floats have mechanical or mercury contactor types. The important distinction between these is that mercury floats are not rated for potable water. IR (intrinsically safe relay). Approved for use with intrinisically safe, Class I, Division 1 applications, where reliable float switch operation with very low current is required. Drawdown. Drawdown (in inches) refers to the difference in liquid level between a float switch's activation and deactivation points. Drawdown can be altered by adjusting the tether length of the float switch cord. When selecting float switches, keep in mind that any float switch that can directly start and stop a pump (no motor contactor in the control panel) should have a draw- down capability, to avoid rapid cycling of the pump. Voltage, amperage, and horsepower ratings listed are maximum values; tether, xly, and drawdown values are expressed in inches. NSU -MF -MF -1 0 Discharge Applications Submittal Assemblies Data Sheet Discharge Assemblies include all of the necessary plumbing (pipe, fittings, etc.( to convey effluent from a pump to the outside of a riser or pump basin High -Head Low Head union General 0� systaniw Vic Maned 1-800-348-9843 Orenco Discharge (Hose & Valve( Assemblies are corrosion resistant and adjustable for a proper fit The flerdble hose damp- ens vibration from the pump and allows for easy installation. An parts are either solvent welded orttreaded and sealed with teflon paste. 'Low head style' discharge assemblies are designed for use with coma on effluent pumps; high head style' discharge ball valve assemblies are designed for use with submersible turbine efflu- entpurnps flexible hose check valve discharge stem 118" bypass orifice Standard Models HV100, HV125, HV150, HV200. Nomenclature Indicates stem length (inches): 4,5*, 6', 8•, 9•, 10•, 11, 12', 14•, 15', 16', 17, 180, 19•, 20, 210, 220, 23, 26, 29, 32, 35, 38, 41, 47 •150aand fr/rn Galin only Indicates HV oonfiguration: Blank = field cut (high -head style) H = high -heed style pump L = low -head style pump DB = drain back (always field cut) I SSF = 15" sand filter basin Indicates options: B = ball valve C = check valve FC =flow controller AS = anti -siphon Indicates discharge diameter (inches): 100=1" 125 = 1-1/4" 150= 1-1R" 200 = 2" discharge assembly r hI III ._ll IIndicates kit dicates discharge diameter (inches): 100= I" 125 = 1-1l4" 150= I -I/2" 200 = 2" Indicates cold weather application Pump discharge assembly NSU-HV-HV.I IZ Cold Weather Drainback Rev. Pa ®z� rave 1 of 2 0 0 Discharge Assemblies (continued) en t & Sizes MateriaNs► of Code Adder Available lin.) COFMbVCtiM General Arm -Siphon Valve 1,1.25,1.5, 2 Sch. 40 PVC Working Pressure =150 psi 9 73- F. AS Ball Valves 1,1.25,1,5, 2 Sch 40 PVC Working Pressure =150 psi ® 73' F. B Check Valve 1,115,1 A 2 Sch. 40 PVC Worlang Pressure =150 psi ® 73' F. Rexible Hose 1,1.25,15, 2 PVC Length varies with system configuration. (standard) Thickness & lirrseng Pressures ® 73° F: Size Wallthk Working Bursting 1" .11" 100 psi 355 psi 11/4" .13" 80 psi 285 psi 11/2" .13" 70 psi 270 psi 2" .16" 64 psi 230 psi External flex Hose 1,1.25,1.5, 2 PVC Hose is the same as fisted above High -Pressure flet Hose 1,1.25,1.5, 2 Specialy compounded Length varies with system configuration PR elastomer, syrNfeUc, Thickness & limiting Pressures 4473' F: high tensile textile cord Size Wall thk Working Bursting 1" 05" 250 psi WA 11/4" 24" 200 psi WA 11/7' 14" 150 psi WA 2" 22" 150 osi WA Row Control Disk 1,1.25,15, 2 Sch. 80 PVC Disk thickness =1/8" FC Gate Valve 1,125,1.5, 2 Sch. 80 PVC Working Pressure =15D psi CO 7T F Pipe & All Fittings 1,1.25,15, 2 Sch 40 PVC Lengths of pipe vary with system config- (standard) uration AN components are either solvent welded or threaded and sealed with teflon paste Unions 1, 1.25, 1A 2 Sch. 80 PVC Working Pressure =150 psi 4473" F NSU-HV-HV4 Rev. 31, O 700 Page 2 of 2 0 12" Biotube°Simplex Pumo Vaults For use wird one Orenco 4"Submersible Effluent Pump Applications Orenco 12" Pump Vaults are used to filter effluent being pumped from septic tanks or separate dosing tanks in STEP systems and on-site wastewater disposal systems. Removes two-thirds of suspended solids, on average. When pumping from a single compartment tank ortwo compartment septic tank where both compartments are simultaneously drawn down during pumping, the discharge rate should not exceed approximately 40 gpm. Higher flow rates require a watertight baffle or multiple tank arrangement, typically with an effluent fitter in the primary tank Materials of Construction: Vaults: PVC Biotube Cartridge: Natural polypropylene Base: ABS Float Stem: Sch. 40 PVC Support Pipe: Sch. 80 PVC Drain Port Flapcheck: Neoprene rubber General Submittal Data Sheet os� o� syste„ts, 4mrwaha 1-800-348-9843 Orenco 12" Biotube Pump Vaults are composed of PVC cylindrical vaults with an ABS base, a Biotube fitter car- tridge, and two support pipes to suspend the vault in tank openings. The fitter cartridge can be removed without pulling the pump or vault Effluent enters through inlet holes around the perimeter of the Biotube vault and flows through the Bictubes to the external flow inducer. Drenco Biotube Pump Vaults are covered by US patents 14439323 and 5492635. Standard Models X4S1266-2424,X551266-2424, X4S1272-2424,X5S1272-2424, W1272-3636, X5S1272-3636, MS1284-2424, X5S1284-2424, X451284-3636,X5S1284-3636. Nomenclature xoS 12 m -mm Indicates inlet hole height (in.) flow TCartridge height (in.) Vault height (in.): 66"-84" in 6' inmemrnts ns Cartridge diameter (in.) simplex (one pump) Flow inducer diameter • 4" or 5" External Punto Vault ' wbm Eflbera Pugs weh now raps 40 mm and under ran be hawed at a V Clow inducer, inonswNlbw ares o 410 ppn sI be hound ato Flow mcimer. nso-xsr-tmat Am. 27.0 1z" ( Pape 1 of 2 • 12" Biotube® Simplex 4 1.5" Top of Tank Cartridge height 3.0" Dimension; E Pump Vaults (continued) 17.0" (for US12)��f 18.0" (for X5S121 1 12 Vauh height (57.1' is standard) Vault Height (in.) 66 72 72 84 84 Biotube Cartridge Height (in.) 24 24 36 24 36 Biotube Mesh Opening lin.) 0.125 0.125 0.125 0.125 0.125 Biotube Nominal Open Area 1%) 30 30 30 30 30 *May vary depending upon the configuration of the tank NSU-XST-lID0.1 &r. 23. © 12/ae Page 2 of 2 E • Fiberglass RRFTA Tank Adapters o taSh et Applications Orenco Tank Adapters are used to access the opening of a septic tank to facilitate the installation of a riser. Both models are for use on tanks having square access holes or lacking an appropriate surface on which to mount a riser. 21" Groove 24" Groave ta" 1. 0. 3D- Groove RRFTA3R Specifications 1 General Ca Qrenco systems" I a�d 1-800-348-9843 Orenco Fiberglass Tank Adapters are attached to a concrete tank with epoxy or a bolt dawn kit Adapters are attached to a fiberglass tank with an adhesive such as IPS810. The RRFTA adapter has grooves to accommodate 21" and 24" risers. RRFTA30 adapters are grooved for 30" risers only. An RRFTA adapter bold down kit consists of stainless steel anchor bolts and butyl sealant Standard Models RRFFA, RRFIA30 RRFfABDKIT, RRFFA30BDKIT Dimensions are noted on the illustrations above. Both models have a nominal 1(4" thickness. Materials of Construction: Fiberglass Reinforced Polyester NSU-RtA-FTA-1 lJ` Rn. 6.1. © 91% 3i l RRFTA3R Specifications 1 General Ca Qrenco systems" I a�d 1-800-348-9843 Orenco Fiberglass Tank Adapters are attached to a concrete tank with epoxy or a bolt dawn kit Adapters are attached to a fiberglass tank with an adhesive such as IPS810. The RRFTA adapter has grooves to accommodate 21" and 24" risers. RRFTA30 adapters are grooved for 30" risers only. An RRFTA adapter bold down kit consists of stainless steel anchor bolts and butyl sealant Standard Models RRFFA, RRFIA30 RRFfABDKIT, RRFFA30BDKIT Dimensions are noted on the illustrations above. Both models have a nominal 1(4" thickness. Materials of Construction: Fiberglass Reinforced Polyester NSU-RtA-FTA-1 lJ` Rn. 6.1. © 91% Submittal !1v Grade Rings & Grade Ring Inserts Applications Orenco's grade rings extend existing risers to needed lengths. Orenco's grade ring inserts couple access risers for strong, watertight bonding. Grade rina Grade ring insert Specifications Insert er pipe General An Orenco grade ring is constructed of a section of PVC pipe with an insert affixed to its edge. The grade ring insert is bonded to the end of the riser to serve as a coupling. MA320 or ADH100 adhesive is used to bond grade ring inserts to the pipe. Standard Models See specifications chart below. Nomenclature T TBlank TRLA = rw RLA RLA style insert (24' only) Grade ring height (inches) Grade ring diameter. 18", 21", 24"•, 30" Blank = grade ring 1 = insert only Pipe style: Blank = Perms -Loc, KOR FLO, 24" Ultra Rib U = Ulua-Rib (18" and 30" only) I Grade ring 'Use GR24XX for Puma -Loc, Ultra -Rib. atW KOR FLO pipe widl t RrAs Grade rings GRU18XX GR21XX GR24X0( GR24XXRLA GR30X0( NA Grade ring inserts' GRU118 GR121 GR124 GR124RLA GRI30 GRU130 O.D. (in.) 18.70 20.75 23.50 23.50 29.50 29.25 Insert thickness (in.) 0.30 0.25 0.25 0.25 0.20 0.20 Applications for 18' For 21' For 24' For 24' For 30' For 30' Ultra -Rib Perma-Loc Perma-Loc, RLA style Perma-Loc Ultra -Rib pipe pipe KOR FLO, and risers pipe pipe Ultra -Rib pipe * All inserts adapt to I.D. of riser except the GRU118, which adapts to O.D. of riser. Specifications for pipe porton of grade rings can be found on access riser submittals NSU-RLA-RR-1 and NSU-RLA-RR-2. Materials of Construction Grade rings and grade ring inserts: PVC, ABS, or fiberglass M» n..... c� e.. 1c_r N Fiberglass Access Lids Applications Orenco Fiberglass Access Lids are used as riser covers, pump basin covers, and access port covers. Lids fit Perma- Loc, Ultra -Rib, KOR FLO, and Uftra-Corr pipe. Actual View Cutaway View re Wood Core I.D. Gasket Gasket Groove General Orenco Fiberglass Access Lids are molded using fiberglass reinforced polyester resin encapsulating a wood core. The fin- ish is green and the top surface is textured to provide a non- skid surface. (Gasketed lids include a polyurethane or neo- prene gasket) Lid comes with either two or four 1/4" stainless steel flathead socket cap screws and a hex key wrench. Orenco Fiberglass Access Lids are capable of supporting a 2510 Ib. wheel load; however, they are not designed or recom- mended for vehicular traffic. Standard Models FL18G-4BU, FL21 G, FL24G, FL24-4B, FL24G-46K, FL30G, FL48G Nomenclature I Rises pipe: Blank =UlnrRib, Per La K = KOR FLO, Ultra -Cort colt Blank = pan B = bmvn Anachment method: Blank = 2-bolt-hok lid (30' diattc only) 4B = s -bolt -hole lid (24' diannetc only) 4BU = 4-bolt-hok lid Ultra -Rib (I8' and 24' diatnete only) Options: G = puke V - v.I CF = cubo. fiher 12 = 2' insulation 14 = 4' insulation Specifications I Lid di.m . 18', 24', 30', 48' Fiberg]. lid Dimensions Model FL18 Madel F121 Model R24 Model R30 Model FL49 O.D. (in.) 2025 22.5 2625 320 53.815 Groove I.D. (irk) 17.5 2025 23.25 29-5 475 Avg. Thickness (in.) 0.75 0.75 0.75 1.0 1.5 Options Available Feature Model Code Adder OpEmlallStarldard AirVent V Optional Carbon Filler' CF Optional Lid Insulation' 12 or 14 Optional 'For more information on this option, refer to the Carbon Fitters Submittal Data Sheet NSU-RLA-CF-1. 'Blue styrofoam; R -value per i"increment is 10. Materials of Construction Fiberglass Reinforced Polyester Wood Core Neoprene or Polyurethane Gasket i - --- - - ,, I ti 0 0 Submittal Splice Boxes Data Sheet Applications Orenco Splice Boxes are used in risers to house spliced wire con- nections between an electrical control panel and such equipment as effluent pumps and float switches. cord grip I � Specifications cord grip conduit coupling Model No. of Cad Grips Conduit Sae (in.) SBl 1 3t4 SB2 2 3r4 S63 3 3l4 SB4 4 3/4 SB5 5 1 SB6 6 1 Materials of Construction: Splice box: PVC per ASTM D-1784 Conduit coupling: PVC per ASTM 0-1784 Cord grip: Nylon Locknut Stainless steel General !1�s ce Orenco systems' Incorporated 14800-348-9843 Orenco Splice Boxes are available with one to sic watertight cord grips. Included are heat shrink connectors, a neoprene sealing gasket, and four stainless steel lid screws Standard Models 561, SB2, S133, SB4, SBS, SB6. Nomenclature SB00 TA = Splice box is to be factory -installed to the riser or pump basin Numberof cord grips Splice box Splice Boxes are 4' wide x 3AF long x 625 deep. They conform to UL 514C, CSA C272 No. 851966, and have a NEMA V rating. Neoprene seal can withstand water pressures up to 70 psi Cord grips are registered under U.S. patent No. 5,405,172 and are listed under UL file number E-51579 and CSA file number LR -93876. Grips can house cords with diameters between 0.17'and 0.4T and can withstand temperatures of up to ATE ESU -SB -SB -1 ID Raw. 2.2 02p3 Appendix C Job No. 07-129 131 A Pump Selection for a Pressurized System Input Parameters - - - 100 Orifice Size 114 Inches Residual Head at Last Orifice 0.5 feet Orifice Spacing 5.00 feet Number of Laterals per Cell 10 Lateral Length 48.0 feet Lateral Line Size 1.25 inches Lateral Pipe Class/Schedule 40 Distributing Valve Model None Manifold Length 5.0 feet Manifold Line Size 2.00 inches Manifold Pipe Class/Schedule 40 Lift to Manifold 5.0 feet Transport Length 400.0 feet Transport Line Size 2.00 inches Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.50 inches Flow Meter None inches 'Add-on' Friction Losses 0.0 feet Minimum Flow Rate per Orifice 0.55 gpm Number of Orifices per Zone 100 Total Actual Flow Rate 55.9 gpm Number of Lines per Zone 10 % Flow Differential 1st and Last Orifice 7.1 % Lift to Manifold 5.0 feet Residual Head at Last Orifice 0.5 feet Head Loss in Laterals 0.1 feet Head Loss Through Distributing Valve 0.0 feet Head Loss in Manifold 0.1 feet Head Loss in Transport Pipe 19.8 feet Head Loss Through Discharge 9.4 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet Total Flow Rate 55.9 gpm TDH 34.9 feet t U E Hoaglund Ranch Lots 3, 4 and 5 Discharge Basin r ■■■■■■■■■MJ■ ,■■■■■■■■■■■■■■■ ., ■',■■■■■■■■■■■■■ ■■■\\■■■■■■■■■■■ ■■■■■„■■■■■■■■■ ■■■■■■■„■■■■■■■ p•�■■■■■��■■■■■I ��■_■■■■■■■�■■■�� ■■■■■■■■M■■I■■■NIN ■■■■■■PAPE■■■I■■■■\ ■■■■E%■■■■■I■■■■■ i r , J Net Discharge, ppm ONSITE WASTEWATER SYSTEM HOAGLUND RANCH, LOTS 3149 5 PITKIN COUNTY, COLORADO PREPARED FOR: HIGH COUNTRY TREES ATTN: CHRIS BLACKWELL P.O. BOX 3489 MONTROSE, COLORADO 81402 SHEET INDEX 1.0 TITLE SHEET 2.0 GENERAL NOTES, LEGEND AND ABBREV. 2.1 GENERAL NOTES 3.0 PROPOSED OWS LAYOUT 3.1 PROPOSED OWS LAYOUT 3.2 PROPOSED OWS LAYOUT 4.0 PIPING DETAILS 4.1 PIPING DETAILS 5.0 TYPICAL TANK DETAILS 5.1 TYPICAL AX20 DETAILS 5.2 TYPICAL TANK DETAILS 5.3 TYPICAL DISCHARGE BASIN DETAILS 6.0 TYPICAL DRAIN FIELD DETAILS 6.1 TYPICAL DRAIN FIELD DETAILS m DmD W W �Q3QC W w 2 2 Q O C U O 39765 8/u6? - z 0) W O co U Y 0) LU cn m ro Al `o I� R JOB NO. 07-129 SHEET NO. 1.0 Nw 1w BIO-MICROBICS DIA DIAMETER ELEV ELEVATION EX 1 .0 GENERAL NOTES DETAIL DESIGNATION NUMBER FG FINISHED GRADE FT FOOT GFI Y HORZ HORIZONTAL Hz HERTZ ID INSIDE DIAMETER � INCH INV INVERT (PIPE) L LENGTH MAX U 1.01 THE OWS HAVE BEEN DESIGNED IN ACCORDANCE WITH PITKIN ISIDS REGULATIONS.THE OWS INSTALLER AND/OR`a MINIMUM MFG MANUFACTURER OC ON CENTER OSI CONTRACTOR SHALL HAVE AT LEAST ONE SET OF APPROVED PLANS ON THE PROJECT SITE AT ALL TIMES. 1 DETAIL DESIGNATION PVC POLYVINYL CHLORIDE SCH SCHEDULE SDR +� TYP TYPICAL VERT VERTICAL _ x 1.02 THE OWS INSTALLER AND/OR CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF EXISTING UTILITIES WITHIN THE O � PROJECT AREA INCLUDING UTILITIES NOT SHOWN ON THE PLANS. WHEN WORKING NEAR EXISTING UTILITIES, THE O - Q' SHEET NO. DETAIL IS SHOWN ON CONTRACTOR SHALL EXERCISE CARE NOT TO DAMAGE THE EXISTING UTILITIES IN THE EVENT THE UTILITY LOCATIONS i Q)C N PRESENTED ON THE PLANS DOES NOT REFLECT ACTUAL UTILITY LOCATIONS IN THE FIELD. ALL COSTS ARE TO BE 05 INCLUDED WITH THE WORK. W L j R 1.03 THE OWS INSTALLER AND CONTRACTOR SHALL VERIFY DIMENSIONS AND SETBACK DISTANCES PRIOR TO u C s PERFORMANCE OF THE WORK, AND VERIFY THE ENGINEER IN WRITING IN THE EVENT OF DECREPANCIES. CROSS SECTIONAL CUT DIRECTIONo C C6 0 0 LLI � a 1.04 THE OWS INSTALLER SHALL BE LICENSED BY PITKIN COUNTY FOR INSTALLATION OF ISDS. CROSS SECTION DESIGNATION LETTER j a D U 1.05 THE CONTRACTOR SHALL EMPLOY BEST CONSTRUCTION PRACTICES WHEN INSTALLING THE OWS. � `m 1.06 THE PITKIN COUNTY ISDS REGULATIONS, GOVERNING PLUMBING AND ELECTRICAL CODES SHALL BE COMPLIED WITH A CROSS SECTION DESIGNATION z° -f N d o DURING OWS INSTALLATION. C 1.07 IT WILL BE THE RESPONSIBILITY OF THE OWS INSTALLER AND CONTRACTOR TO OBTAIN APPROVAL FROM THE ENGINEER SHEET NO. CROSS SECTION IS SHOWN ON 2 2 = O a PRIOR TO MAKING CHANGES IN THE OWS DESIGN. ADDITIONAL COSTS ASSOCIATED WITH MAKING UNAPPROVED �J CHANGES IN THE OWS DESIGN WILL BE THE RESPONSIBILITY OF THE PERSON/COMPANY MAKING THOSE CHANGES. m� m Y �' LOm0 N 1.08 NOTIFY THE ENGINEER UPON DISCOVERY OF CONDITIONS NOT COVERED BY THESE PLANS. Z y o a 0 >Z i Ci W N 1.09 DETAILS AND CROSS SECTIONS LABELED AS TYPICAL' APPLY GENERALLY TO THESE PLANS WHERE CONDITIONS ARE w S G SIMILAR UNLESS NOTED OTHERWISE. D 0 O 0 1.10 ELEVATIONS SHOWN ON THE PLANS SHALL BE VERIFIED DURING CONSTRUCTION. LOCATION AND ELEVATION ADJUSTMENT MAY BE NECESSARY TO ACHIEVE DESIGN INTENT AS APPROVED BY THE ENGINEER AND OWNERS REPRESENTATIVE. "l IT WILL THE RESPONSIBILITY FOR THE CONTRACTOR TO UNDERTAKE A SITE INSPECTION PRIOR TO CONSTRUCTION 1.12 ALL LABORATORY TESTING AND OA/OC INSPECTIONS FOR SOIL COMPACTING TESTING, AND FOR WATERTIGHT TESTING OF CLAMSHELL SEPTIC TANKS WILL BE THE RESPONSIBILITY OF THE OWS INSTALLER OR GENERAL CONTRACTOR. 2.0 APPLICABLE CODES AND STANDARDS 2.01 CURRENT ASTM (AMERICAN SOCIETY OF TESTING AND MATERIALS) 2.02 CURRENT UNIFORM PLUNGING CODE (UPC) 2.03 CURRENT BUILDING CODE (UBC OR IBC) 2.04 CURRENT NATIONAL ELECTRICAL CODE (NEC) 2.05 CURRENT AMERICAN CONCRETE INSTITUTE GUIDELINES (ACI) 2.06 CURRENT CONCRETE STEEL REINFORCEMENT INSTITUTE (CRSI) 2.07 CURRENT WELD COUNTY (SOS REGULATIONS 2.08 CURRENT CDPHE ISDS GUIDELINES I TABLE OF ABBREVATIONS I BM BIO-MICROBICS DIA DIAMETER ELEV ELEVATION EX EXISTING FG FINISHED GRADE FT FOOT GFI GROUND FAULT INTERRUPTER HORZ HORIZONTAL Hz HERTZ ID INSIDE DIAMETER IN INCH INV INVERT (PIPE) L LENGTH MAX MAXIMUM MIN MINIMUM MFG MANUFACTURER OC ON CENTER OSI ORENCO SYSTEMS, INC. PVC POLYVINYL CHLORIDE SCH SCHEDULE SDR STANDARD DIAMETER RATIO TYP TYPICAL VERT VERTICAL U Lo Q z w G UM J U) 0<0 U) cl) 0ZQO Q z < W W J Co C7 Q JOB NO. 07-129 SHEET NO. 2.0 3.0 SITE PREPARATION 7.0 TANKS U 3.01 STRIP ALL TOPSOIL IN WORK AREA AND STOCKPILE. 7.01 ALL TANKS TO CONFORM TO PITKIN COUNTY AND CDPHE ISDS REGULATIONS AND 3.02 ADEQUATE SURVEYING SHALL BE EMPLOYED TO LAYOUT OWS COMPONENTS PRIOR GUIDELINES, RESPECTIVELY. CLAMSHELL TANKS MAY BE PERMITTED WHERE NOTED ON TO CONSTRUCTION. PLAN SET. 3.03 PROTECT SURROUNDING CONSTRUCTION, EXISTING STRUCTURES, VEGETATION, UTILITIES, 7.02 TANKS TO BE LIFTED AND INSTALLED PER MFG. GUIDELINES. DAMAGE TO EXISTING FACILITIES OUTSIDE OF THE DESIGNATED WORK AREA WILL BE 7.03 ACCESS OPENINGS TO BE 20 TO 24 INCHES IN DIAMETER. (D REPAIRED AT NO ADDITIONAL COST TO THE OWNER. 7.04 INLET AND OUTLET PIPE GASKETS TO BE RATED FOR PLANNED BURIAL DEPTH. 7.05 TANKS TO BE RATED FOR AT LEAST AN H-20 AASHTO AXLE LOADING WHERE TANKS AREA cz PLACED IN TRAFFIC AREAS. W 4.0 SITE EXCAVATION 7.06 TANKS TO BE INSTALLED IN WATER TIGHT CONDITION. CLAMSHELL TANKS TO BE TESTED FOR WATER TIGHTNESS PRIOR TO BACKFILL. WATER TIGHTNESS TO BE DETERMINED BY FILLING THE TANK WITH WATER TO THE TOP OF THE TANK LID AND LEFT OVERNIGHT. IF THE o 4.01 EXCAVATIONS GREATER THAT 4 FEET DEEP SHALL BE PER OSHA TRENCH EXCAVATION WATER LEVEL DROPS MORE THAN %2 OF AN INCH THE TANK WILL BE REJECTED BY THE N W (D GUIDELINES AND UNDER THE SUPERVISION OF THE OWS INSTALLER'S OR CONTRACTOR'S ENGINEER, OR ID THERE IF OBVIOUS SIGNS OF SEEPAGE. NEW TANKS FAILING THE 'COMPETENT PERSON. SLOPED EXCAVATIONS SHOULD NOT EXCEED 2H TO 1 V UNLESSU) WATER-TIGHTNESS TEST WILL BE REPLACED AT NO EXPENSE TO THE OWNER. O ALLOWED BY THE ENGINEER. 7.07 ALL TANKS TO BE NON-SOUYANT WHEN EMPTY.d 4.02 IF GROUNDWATER IS ENCOUNTERED CONTACT ENGINEER IMMEDIATELY. Z - N 4.03 THE BOTTOM OF TANK EXCAVATIONS SHALL BE LEVEL WITH NO DEPRESSIONS GREATER - THAN 0.2 FEET. PLACE CLEAN %-INCH MINUS GRAVEL AS NECESSARY FOR A LEVELING PADg,0 PUMPING SYSTEMS CCS 1: AS OUTLINED IN THE PLANS. O 4.04 IT IS THE OWS INSTALLERS TO MAINTAIN A DRY EXCAVATION. ALL COSTS ARE TO BE YI YI YI INCLUDED IN THE WORK. 8.01 THE PUMPING SYSTEMS SHALL INCLUDE PLASTIC PUMP VAULTS, PUMPS, CHECK VALVES, 4.05 CONTRACTOR TO TAKE DIGITAL PHOTOGRAPHS OF TANK EXCAVATIONS DURING DISCHARGE ASSEMBLIES, FILTER CARTRIDGES, FLOAT SWITCHES AND FLOAT TREE, m .. m o Y CONSTRUCTION AND BACKFILL. RETRIEVAL ROPES, CONTROL PANELS AND ELECTRICAL SPLICE BOXES. O m OIq 8.02 THE PUMPING SYSTEMS SHALL BE INSTALLED PER MFG. GUIDELINES. Z Z w o 8.03 ALL ELECTRICAL CONNECTIONS TO BE MADE BY LICENSED ELECTRICIAN. 0 3 U w 5.0 FILL PLACEMENT 8.04 THE PUMPS, FLOAT SWITCHES, ALARMS AND OTHER CONTROL PANEL FEATURES SHALL BE w I S Q TESTED FOR PROPER OPERATION PRIOR TO PLACING THE OWS INTO SERVICE. O D O O 5.01 PLACE FILL AS NOTED ON PLAN SET 5.02 GRAVEL FILL SHALL BE PLACED AND TAMPED WITH EXCAVATOR BUCKET AND LEVELED AFTER TAMPING EFFORT. 9.0 SURVEY INFORMATION PLACE FILL TO DEPTHS SHOWN ON PLANS U Lo 5.03 IMPORTED FILL, AS NECESSARY, SHALL BE APPROVED BY THE ENGINEER PRIOR TO IMPORT. 9.01 SURVEY INFORMATION TO BE OBTAINED BEFORE CONSTRUCTION. PIPE INVERT ELEVATIONS Z Z GRADATION AND ATTERBURG LIMIT TEST RESULTS OF ALL IMPORTED FILL SHALL BE TO BE CHECKED TO ASSURE MAXIMUM INVERT ELEVATIONS TO BE 30" AT THE DRAIN FIELD. Q SUBMITTED TO THE ENGINEER 5 DAYS PRIOR TO IMPORT FOR APPROVAL. COST OF TESTING C7 Q Z SHALL BE A PART OF THE WORK.Ir10.0 Q AS-BUILT DIAGRAMS w Q oz 6.0 PIPING 9.01 THE INSTALLER OR CONTRACTOR WILL PROVIDE AN AS-BUILT DIAGRAM OF THE OWS :) co INSTALLED TO INCLUDE THE LOCATION OF THE SERE PIPES, SEPTIC TANKS, LIFT STATION, J U) EFFLUENT PIPING AND DRAIN FIELDS. THE DIAGRAM SHOULD BE PROVIDED IN ELECTRONIC 6.01 SEWER PIPING SHALL CONSIST OF PVC PIPE AS DESIGNATED ON PLAN SET. SEWER PIPE FORMAT. THE DIAGRAM WILL BE SUBMITTED TO WELD COUNTY BY THE ENGINEER. 0 Q 0 PLACED IN DRIVE AREAS SHALL BE SCH 40 PVC AND BE PROPERLY BEDDED WITH ASTM C-33 CLASS 67 MATERIAL. SDR 35 PVC PIPE MAY BE USED IN LANDSCAPE AREAS. GASKETED O J OR SOLVENT WELD JOINTS ARE ACCEPTABLE. _ 6.02 PRESSURE PIPING SHALL CONSIST OF SCH 40 PVC PIPE WITH SOLVENT WELDED JOINTS. 6.03 ALL CONNECTIONS SHOULD BE PER PITKIN COUNTY ISDS REGULATIONS AND PER PLUMBING CODE. 6.04 ALL PIPE CUTS TO BE PERPENDICULAR TO FLOW LINE, AND BE TRIMMED. 6.05 PIPE GRADING FOR GRAVITY FLOW PIPES SHALL BE NO LESS THAN THAT SHOWN ON THE w PLAN SET. Q 6.06 INSTALL TRACER WIRE OR METALLIC TAPE AS SHOWN ON PLAN SET. O Z J z Q � Ir Z w0 Z0 0 JOB NO. 07-129 SHEET NO. 2.1 I I \ I I F-1 1au.a I I .I AI I I � I � I I � I � I I I \1 f n I L._ Af4R0%IAMTE CL KESTER lM� / 473.94— DRAIN FIELD AREA: I° DISTRIBUTION VALVE ASSEMBLY 1 I CL 25' PRIVATE DRIVEWAY I AND IITIUTY EASEMENT I I I i I i j I I_ I / I a J WELLS J'o III� 473.94— DRAIN FIELD AREA: I° DISTRIBUTION VALVE ASSEMBLY FIVE e X 44' BEOB V R INFLITNATOR QUICK 4 m r—�--- 1 ------ PLASTIC CHAMBERS -------- -t--- — — — — — — — — — — — ---- --- — — — — — 2000.KwioN B�rROIac TA PIPETO FOLLOW TERRAIN MAINTAIN WITH EFFLUENT FILTER 2 -INCH DISCHARGE RPE FUTURE DRAIN FIELD LOT 11. PIPE SLOPE ANO ALLOW R DRAJNAGE BASED ON ALL SERVICE SEPTIC 1% SLOPE MINIMUM OOWN OF PIPE REPORTING) TO DRAIN FIELD I I I E� I II 0 I O SIMPLE( PUMPING SYSTEM SEE 0 WELLS J'o THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. ALL SEPARATION DISTANCES ARE 1 TO BE VERIFIED PRIOR TO EXCAVATION. r ACCESS AND UTILITY ESMT. f a3.4a y 19 Y III� 473.94— DRAIN FIELD AREA: N 4 4 W FIVE e X 44' BEOB V R INFLITNATOR QUICK 4 —4 — — — — — — L PLASTIC CHAMBERS 10 ACCESS UT�.fIY — — — — — — — — — — — ---- --- — — — — — 2000.KwioN B�rROIac TA WITH EFFLUENT FILTER FUTURE DRAIN FIELD LOT 11. 2000 -GALLON RECWCIA.ATION TANK BASED ON ALL SERVICE SEPTIC WITH TWO AX20 PACKED BED FILTER REPORTING) 10004ALLON DISCHARGE BASIN WITH SIMPLE( PUMPING SYSTEM SEE SHEET 3.2 SEE SHEET 3.1 THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN HEREIN AND THE WELL AND/OR DRAIN FIELD LOCATIONS STAKED AT THE SITE ARE NOT THE RESULT OF A PROPERTY SURVEY. IMPROVEMENT LOCATIONS ARE APPROXIMATE. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO DEFINE PROPERTY BOUNDARIES AND ENSURE ALL ONSITE IMPROVEMENTS ARE LOCATED WITHIN THE PLATTED SITE AND OUT OF INAPPROPRIATE EASEMENTS. ALL SEPARATION DISTANCES ARE 1 TO BE VERIFIED PRIOR TO EXCAVATION. r ACCESS AND UTILITY ESMT. f a3.4a y 19 Y 4 INCH PJC SEWER PIPE 20b SLOPE (MIN.) TO SE C TANK SCALE 1"=80' North J II ACCESSAND EASEMENT T (SEE NOTE ONEI In C5 IP� .2a o T� J Z 4t A a �'i1lT°la. f I D Ij II + (.6 SETBACK I1�I I� 2a AccEss AND �� I Ui1DlY EASEMB.fI fAmO I I .98 ax I N 44'23'49 W 135.32 IJ ACCEk AND UTILITY EASEMENT d z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL TWO BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 00 0) c W 0) ui L 0 cz Y r•1 ULo zZZ Lu 0 oz NDch J OOO IJOB NO. 07-129 SHEET NO. 3.0 III� b 4 INCH PJC SEWER PIPE 20b SLOPE (MIN.) TO SE C TANK SCALE 1"=80' North J II ACCESSAND EASEMENT T (SEE NOTE ONEI In C5 IP� .2a o T� J Z 4t A a �'i1lT°la. f I D Ij II + (.6 SETBACK I1�I I� 2a AccEss AND �� I Ui1DlY EASEMB.fI fAmO I I .98 ax I N 44'23'49 W 135.32 IJ ACCEk AND UTILITY EASEMENT d z CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL TWO BUSINESS DAYS IN ADVANCE BEFORE YOU DIG. GRADE. OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 00 0) c W 0) ui L 0 cz Y r•1 ULo zZZ Lu 0 oz NDch J OOO IJOB NO. 07-129 SHEET NO. 3.0 Easement CTyp.) Existing Residence SCALE 11/ 1"=50' North 11 II 11 1 I L Easement yp.) Lot 5 Drive 1 Lot 3 I I 1 11 II 1 II II II I 1 I 1 I I I I II III 11 II I I I jl 111 111 II II� II Lot 4 1 O' ACCESS AND � UTILITY EASEMENT 2000 -GALLON SEPTIC TANK 2000 -GALLON RECIRCULATION TANK 1000 -GALLON DISCHARGE BASIN sa CLEANOUT (TYP.), 100' O.C. (SEE REPORT) 4" PVC Sewer Pipe (Approx. 425 LF) 2% Slope (Min.) Proposed Residence (Appro)imate) Existing Residence 1 5.0 2 5.0 1 5.2 Wye Connection (fyp.) • 0 NOTES: 1.) OWS COMPONENTS TO BE 10 FEET FROM SITE BOUNDARIES. o U 2.) SEWER PIPE TO BE CASED AT WATER LINE CROSSINGS. C 3.) CONTRACTOR TO VERIFY PIPE INVERT ELEVATIONS PRIOR TO — 0) CONSTRUCTION. CONTACT ENGINEER IF PIPE WILL BE DEEPER C THAN PLANNED AT THE TANK LOCATIONS. 4.) COORDINATE CONSTRUCTION OBSERVATIONS BY ENGINEER AND COUNTY INSPECTIONS FOR EACH PHASE OF THE WORK. C C C: W E41 0N Lu 3 a� ILLET O A 4.0 ch = O n m m U 0030Y Z Y Uf Q W H 2 4.1 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL Two BUSINESS DAYS IN ADVANCE BEFORE IOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES on O OZ) � O (L O Cr a IJOB NO. I 07-129 SHEET NO. 3.1 SCALE 1"=50' North 1 1 I � 1 I 1 53 Distribution Valve Assembly 4 4.1 Drain Field Area 1 6.0 Cleanout (ryp.) 1 4.1 • I I II I I o ;I a AdvanTex AX20 Units 1 5.1 4' PVC Sewer Pipe (Approx. 425 LF) A 2% Slope (Min.) 4.0 1 1 2° PVC Effluent Pipe (Approx. 360 LF) B 2000 -Gallon Septic Tank5.0 1 % Slope (Min.) 4.0 2000 -Gallon Recirculation Tank 2 5.0 1000 -Gallon Discharge Basin 1 5.2 CALL UTILITY NOTIFICATION CENTER OF COLORADO 1-800-922-1987 CALL TWO BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE, OR EXCAVATE FOR THE MARKING OF UNDERGROUND MEMBER UTILITIES 0Qo F. Ir 0zz`� :5 C J U) OOO O Q) O} 05 O cr0- JOB NO. 07-129 SHEET NO. 3.2 0 Y U � c � m C 43) LU r T v, C C L a w $ 0 (C Z5` U �m = O U Y65 0Qo F. Ir 0zz`� :5 C J U) OOO O Q) O} 05 O cr0- JOB NO. 07-129 SHEET NO. 3.2 0 inal Grade IT � U o � ompacted Backfill I) � C ASTM C-33 Class 67 Bedding Material In Pavement Areas •i N 36" ( in.) Tracer Wire or Metallic Tape NOTES: C ( —0)1.) , BEDDING MATERIAL TO BE COMPACTED WITH SEVERAL PASSES 4" Sewer Pipe (SCH 40 IN DRIVE AREAS, OF A PUSH -BEHIND VIBRATORY PLATE COMPACTOR. W SDR 35 PVC IN LANDSCAPE AREAS) 2.) TRENCH BACKFILL TO BE COMPACTED TO AT LEAST 90% STD. PROCTOR (ASTM D698) IN LANDSCAPE AREAS, AND TO 95% STD ro a PROCTOR IN DRIVE AREAS. MOISTURE CONTENT TO BE MANAGED o Mo TO PREVENT DEFLECTION OF SUBGRADE IN DRIVE AREAS. w 47 3.) INSTALL TRACER WIRE OR METALLIC TAPE FULL LENGTH OF PIPES.¢ 5 4.) CASE PIPE IN 6 -INCH SCHEDULE 40 PVC PIPE IF BURIED LESS THAN O co U 1_1 2" (Min.) 36" IN PAVEMENT AREAS. LTvoical Sewer Trench Detail C� U) C �$ 4.0 incl Grade = 2 = _ O YI YI YI � M fn I Y ompacted Backfill CO O a, w z3w w a W ASTM C-33 Class 67 Bedding Material In Drive Areas (See Note 4) p w w = < 24" in. Tracer Wire or Metallic Tape O O O O 2 -INCH Effluent Pipe (SCH 40 PVC) NOTES: 1.) BEDDING MATERIAL TO BE COMPACTED WITH SEVERAL PASSES OF APUSH-BEHIND VIBRATORY PLATE COMPACTOR. _ 2.) TRENCH BACKFILL TO BE COMPACTED TO AT LEAST 90% STD. U U•) PROCTOR (ASTM D698) IN LANDSCAPE AREAS, AND TO 95% STD PROCTOR IN DRIVE AREAS. MOISTURE CONTENT TO BE MANAGED 0 Q Z TO PREVENT DEFLECTION OF SUBGRADE IN DRIVE AREAS. " (Min.) 3.) INSTALL TRACER WIRE OR METALLIC TAPE FULL LENGTH OF PIPES. w 0 4.) BEDDNG MATERIAL MAY BE DELETED IN LANDSCAPE AREAS PROVIDED 't B T ical Effluent Pipe Trench Detail TRENCH BOTTOM IS SMOOTH AND STABLE. Z 4.0 J 0 F- OOO J_ Q H w Z d d JOB NO. 07-129 SHEET NO. 4.0 0 r V U � nal Grade ptional Std. Irrigation Valve Box Cover (Typ.) o ap with screw top for Sewer. Use 2" welded cap for Effluent Pipe. " Riser Pipe to Surface. Use 2" pipe for Effleunt Pipe. - = N c £Z C L 445 . Wye € m o end S W ravel Bedding Material " 45 -Deg. Bend ewer Pipe (Lateral Pipe) o }_ " 45 -Deg. Wye Z o " Sewer Pipe Flow C xxx = O rees max. >- vlYY YmFlow m 0LU r Pipe (Main Pipe) z z v Colo o A g W F N 1 Typical Cleanout Detail (SEE REPORT) 2 _ Typical Sewer Pipe Connection o oL 0 o 4.1 Not to Scale 4.1 Not to Scale Note: Use 2 -inch pipe fro Effleunt Piping. _ U Lo Standard Plastic Irrgation Z Z 0 Extend Manifold Valve Box(es) to Cover Valves as Necessary and Vacuum Release Valve � 11 Q wpm 2" Dia. Effluent Pipe from Pump Q Z fn � (`) Vacuum Release Valve > J (at high point of effluent pipe) > 0 � Water Line 2" Dia. Solid Pipe O O 0 — — — — — — — — — — — — Dia.a ave yp. _ ewer or Effluent Pipe I I " or 5" Dia. PVC Encasement Pipe I I 4" or 6" Dia. Cap with hole I cut for effluent pipe (typ.) I I (n F- W -------------------------- -------------------------- — — — — — — — — — — J 2" Dia. Header Pipe Q -------------------------- -------------------------- Flow ---to Drain Field Section, U, 10' (min.)Connect to Manifold Z ach side of Seal Penetrations Pipe (Typ.) water line with Silicon Caulk 0 - Typical Typical Sewer/Effluent Pipe Encasement at Water Line Crossings. (typ)- 4 Distribution Valve Assembly 0 - Not Not to Scale 4.1 Not to Scale JOB NO. Note: Encase per County ISDS Regulations. Note: Encase per County ISDS Regulations. 07-129 SHEET NO. 4.1 Ask • O NOTES: q 1.) SEPTIC TANKS TO CONFORM TO PITKIN COUNTY ISDS REGULATIONS. 2.) CLAM SHELL TANKS MAY BE USED PROVIDED CROSSOVERS CONFORMO y d, TO THE DIAGRAM ABOVE. IF CLAMSHELL TANKS ARE INSTALLED, TANKS MUST a cgi BE TESTED FOR WATER-TIGHTNESS PRIOR TO BACKFILL. ��-� 0 3 TANK EXCAVATIONS ARE TO BE PER OSHA EXCAVATION GUIDELINES c " BY CONTRACTORS'COMPETENT PERSON. Filter Cartridge Handle on (field cut to desired height) W b? 4. PROVIDE STABLE SUBGRADE TO PLACE TANKS ON. SOFT AND YIELDING m Orenco Systems C SUBGRADE SOILS TO BE REMOVED AT THE DIRECTION OF THE ENGINEER."°o'nP'a1e° 5.) SOIL FILL PLACED BENEATH TANKS TO BE COMPACTED TO AT LEAST 95% Tank Adapter (cost or bolted) C STD. PROCTOR MAX. DRY DENSITY (ASTM D 698). GRAVEL LEVELING 814 ARWAP AVENUE Vent Orifice LL1 r TO BE TAMPED INTO PLACE WITH BACK HOE BUCKET. SUDiR . DKWN — 0MATERIAL o 6.) TANKS TO BE LIFTED AND PLACED PER MFG. GUIDELINES.Effluent Discharge 97479-9012 0) C a 7.) INLET, OUTLET AND ACCESS RISERS TO BE INSTALLED WATER TIGHT, o w 0 o AND PER MFG. GUIDELINES. 7EIr.Pllouc 8.) THE TANK DRAWINGS PRESENTED ABOVE WERE DERIVED FROM FLXX TANK Modulating Discharge Orifices (511) 459-4449 (n o DIAGRAMS. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TANK MFG. FACS9ILC 0 L) Vault Inlet Ports(541) 450-28MZ +—' c CO UI UI UI = 0 Filter Cartridge 1`70800 Seri" Bwtube Effluent Filter m ym $Lu Y m A W Effluent Filter 3 ij w 5.0 Not to Scale o o 7 o 2 24" Ole. Concrete 30" De. PVC Riser 30' Dia. PVC Riser ith vented Fiberglass Lid U Ln z Rlser with lid (typ.) with fiberglass Ud. Q and Carbon Filter. `l --Propowd Grade / �-Proposed Grade Q / z E� Std. Opening 18' to 24' Water Tight Gasket (typ.) Std. Opening 36' to 48. J ((� (typical 20' Die. (Min.)) (ty ) (Typical 20" Dia. (Ni (ty ) Ur O Outlet Pipe, 2% Slope (Min.) O Between Tanks Sealed Outlet Opening �By MFG. 1\—Std. OSI Plastic Pump Vault 0" Long, 12" Ola. with A' — Simplex Pumping System Inlet Tee Effluent Filter 5.0 Y X--Std. Inlet Tee Normal Liquid Level at 1500-gallon z Level In Tank J J Q ,�Ql V atfle with Cross Near Middle of Baffle 0 table Excavation Bottom eveling Gravel (see Note 5) (see Note 4) table Excavation Bottom eveling Gravel (see Note 5) (see Note 4) �\ 1 2000-GALLON SINGLE-COMPTMENT SEPTIC TANK L 1 2044SaALLON TWO-COMPARTMENT RECIRCULATION TANK (SEE SHEET 5.1) 5.0 Not to Scale 5.0 Not to Scale JOB NO. 07-129 SHEET NO. 5(o 5.0 AdvanTex"" Treatment AX 20 Series - Mode 3b to Tank 1■ Min. Fi"e Return tine — S to Discharge Basks, 1% kin. Discharge Filtrate to Basin or to Discharge Basin. Inlet eith Ouick Disconnect 30' Do Recirculoti I let — -- AdvanTex AX20 Top View Pipe Dock to Tonk for Drainage Pump Package 1' or 1.25' Dia. Conduit iTex AX20 Fitter (2) o. Vent (2) Na. PVC Riser/lid Discharge Pipe to AX20 units BroluDem Pump Package 2000 -GALLON RECIRCULATION TANK WITH TWO ADVANTEX AX20 UNITS NOT TO SCALE Notes: 1.) AdvanTex system is sold as apackage system. System to be installed by manufacturer trained technican. 2.) Gaskets and seals to be watertight and suitable for burial depth. 3.) Risers must be bolted to tank and sealed. No substitutions allowed. 4.) This drawing was provided by Orenco Systems, Inc. and modified by HAMILTON for this project. y 0 r P�1 r W Z Z W 2>6 w CHIT W F LiQk�x a L1 O U = U C m c C: 0) C W N M 40 U) co YX C 01 U Lo 0I Q Z VJ tY Q Q Q to J M OQO OJ JOB NO. 07-129 SHEET NO. 5.1 • NOTES: Q Q 1.) SEPTIC TANKS TO CONFORM TO PITKIN COUNTY ISDS REGULATIONS, 2.) CLAM SHELL TANKS MAY BE USED PROVIDED CROSSOVERS CONFORM m TO THE DIAGRAM ABOVE. IF CLAMSHELL TANKS ARE INSTALLED, TANKS MUST BE TESTED FOR WATER -TIGHTNESS PRIOR TO BACKFILL. CD 3.) TANK EXCAVATIONS ARE TO BE PER OSHA EXCAVATION GUIDELINES BY CONTRACTORS'COMPETENT PERSON. G) 4.) PROVIDE STABLE SUBGRADE TO PLACE TANKS ON. SOFT AND YIELDING ' L, (D rn SUBGRADE SOILS TO BE REMOVED AT THE DIRECTION OF THE ENGINEER. Q) 0 5.) SOIL FILL PLACED BENEATH TANKS TO BE COMPACTED TO AT LEAST 95% Qi C k STD. PROCTOR MAX. DRY DENSITY (ASTM D 698). GRAVEL LEVELING LIJ MATERIAL TO BE TAMPED INTO PLACE WITH BACK HOE BUCKET. o 6.) TANKS TO BE LIFTED AND PLACED PER MFG. GUIDELINES. a 7.) INLET, OUTLET AND ACCESS RISERS TO BE INSTALLED WATER TIGHT, w O AND PER MFG. GUIDELINES. a 6.) THE TANK DRAWINGS PRESENTED ABOVE WERE DERIVED FROM FLXX TANK j DIAGRAMS. THE CONTRACTOR MAY PROPOSE AN ALTERNATIVE TANK MFG. > Z _ C (D v YIYIYI O `m U ° In 65 M 0 w a� W C a -3o W w¢i 000 0 24" Dia. PVC Riser 30" Dia. PVC Riser 0 In with fiberglass Lid. Ith vented Fiberglass Ucl z Z 0 and Carbon Fitter. ,t� Q v Z ,—Proposed Grade � Fn LLI O ///—p � oz 1 Std. Opening 42" to 54" ' J (Typical 20'01a. (Min.)) (ty ) S 000 Sealed Outlet Opening �By MFG. OSI Plastic Pump Vault 60" Long, 12^ Dia. with Simplex Pumping System A 5.3 Std. Inlet Tee Q (n F- J J Q table Excavation Bottom (see Note 4) evellnq Gravel (sea Note 5) 1 000 -GALLON DISCHARGE BASIN JOB NO. 5.2 Not to Scale 1\1 07-129 SHEET NO. �> 5.2 Ah Patents S 4,439, 23 k 5,492,635 e" Foreign Patents Pending y • 0 o m 2002, Orenco Systems, Inc. U 0 6 Orenco Systems® Incorporated � �( 814 AIRWAY AVENUE m SUIHERLIN OREGON 30' Dia. Fiberglass Gasketed, and >` C 97479-9012 Vented Lid with Stainless Steel Bolts C e TELEPHONE L1J 30' Dia. PVC Riser with Grommets ai (541) 45s 4419 (bond to tank adapter with 6-Inch Thick Insulation Plug o` FACSIMILE: recommended adhesive) Extend Filter Handle and Float Tree to within 12' a (541) 459-2884 below riser lid. o w 3 0 1.5' Union Connection (1). Install 12' to 18' o below riser lid. Cc U) 1' to 1.25" Conduit Seal 1.5"' Discharge Assembly (1) o CU v 90-Degree Sweep (typ•) (Cold Weather Version) Z C PJC Splice Box C ab• ( In.) with Cord Grips. 24•• In C Coverfo Conduit Install 18' (max) Cover for Effluent Pipe = _ = 0 below riser lid. YI r� YI 1.5" Flexible Hoses (1) yl 1 Tank Adapter (cast or bolted) } ^ �._/ in _1' to 1.25' Conduit to 2' Effluent Discharge (i) m0 m O i Control Panel ~ i - 3/16" Weep Hole (Drilled in Field) 2 2 w o Level Controlto Q W F o Float Assembly Lu 2 = Q (Field Set Elevations) 0 0 U 0 i Float Switch j3 CIM Float Switch #2 Float Switch j1 Uto Vault Intel Ports Z Z Q Orenco Effluent Pumps (1) Model PF5005, 230 VAC, 60 Hz, SINGLE PHASE � 11 QZ Drain Port W Q 24' High, 12' Dia. Filter Cartridge Q Z � M 60' Long Biotube® Pump Vault O<O rA 1000-GALLON DISCHARGE BASIIN SIMPLEX PUMPING SYSTEM DETAILS 5.3 Not t0 Scale OSI Custom 230 VAC (;)charge Pump Basin Control Panel with Heoter, 230 VAC AdvonTEx System Power 230 VAC Pump Event Pump (1) J Supply Counter, and 115 VAC Float Switches w Pump Run Light J I Discharge Basin Q 115 VAC Float Switches U = Q AdvanTex System d �UZ CO CO 0Q m JOB NO. 07-129 ELECTRICAL REQUIREMENTS SHEET NO. "i 5.3 Float Switch Function Float Switch Al High Water Alarm (Set at SSX Tank Volume) Float Switch �2 Pump ON (Set for 200 -Gal. Dose) Float Switch /3 Pump OFF (Set per MFG. Guidelines) Item Quantity FLA Amps Voltage Comments OSI PF30 Pump 2 7.0 14.0 230 VAC OSI Control Panel 1 10.0 10.0 115 VAC Includes Float Switches Total Amperage 24.0 60 HZ, Single Phase 1.25" Dia. SCH 40 PVC Pipe with A' Dia, Holes Drilled 4' O.C. Facii Cap End of Pipe (typ. Down. Zip Tie Pipe to Underside Observation Pipe with Cap ( Chamber (typ.). Oulck 4 C (11 Chambers per Not to Scale NOTES: 1.) RUBBER -TIRED VEHICLES NOT PERMITTED IN DRAIN FIELD EXCAVATIONS. 2.) EXCAVATIONS TO BE PROTECTED FROM RUNOFF, AND NOT TO BE LEFT OPEN FOR EXTENDED PERIODS. 3.) INSTALL PLASTIC CHAMBERS PER MFG GUIDELINES. i Die. SCH 40 PVC Header ;typ.) from Distribution ssemby Distribution Valve Assembty 4.1 N 0 Drain Field Calculations: 1.) 5 Bedrooms 2.) 150 Gallons per Bedroom 3.) Average Daily Flow: 5 x 150 = 750 gpd 4.) Peak Daily Flow: 750 gpd x 1.75 = 1313 gpd 5.) Percolation Rate (t) = 30 MPI 6.) Minimum Drain Field Area: 750 gpd 1.75 x (SQRT(t))/ 5 = 1438 sf 7.) Reduction for Dosing (30%): 1438 sf x 0.70 = 1007 sf 9.) Number of Chambers: 1007 sf / 9.2 sf/ chamber = 110 Chambers (Infiltrator Quick 4 Std. Chamber) Proposed Drain Field: 1.) Number of Chambers Proposed: 110 2.) Proposed Absorption Area: 5 trenches with 22 Quick 4 chambers per trench. U C C C LU L on Z (n Q J IrQ C) L J Q UQ n W W LL JOB NO. 07-129 SHEET NO. 6.0 i • ^ 4 " Observation Pipe with Cap � U Infiltrator Quick 4 1.25" Dia. SCH 40 PVC Pipe with Plastic Chamber (typ.) Y,' Ole, Holes Drilled 40.C. Facing 12" to 1 g^ Down. Zip Tie Pipe to Underside of (ty�--Proposed Grade Chamber (typ.). _�— ackflll Placed in Loose 12" Lifts (typ). .� N Q) C R W ^ m 0 W 3 a (Typ.) t a(1) o ° / o O U N N (Min. YI YI YI m}m 8 C) Y Scarify Subgrade below Chambers. ❑ m D Do Not Traffic Over Subgrade (typ.) w 3 w m a w A TYPICAL DRAIN FIELD CROSS SECTION w i a 6.1 Not to Scale oDD o NOTES: _ 1.) RUBBER -TIRED VEHICLES NOT PERMITTED 0 IN DRAIN FIELD EXCAVATIONS. Z Z 0 2.) EXCAVATIONS TO BE PROTECTED FROM Z RUNOFF, AND NOT TO BE LEFT OPEN FOR EXTENDED PERIODS. < 3.) INSTALL PLASTIC CHAMBERS PER MFG w 0 GUIDELINES. 0 Z U) J CO OQO t O_j Z� Q J 0� J 0 UO J W ILL JOB NO. 07-129 I SHEET NO. 6.1 Ido � Lu RAo�(,� H 15��2� L p 3 • 0 Hbfi�wN) 12AN(,� jC, po h L -Z) -r 1 EKISTJ) & F=L�ob2_ P.LA K 30� Sx::)NA� -E Fab T SN6C,& • �fl w11 L ; (,Es) b -EN cE -- L o6, chlblIV 0 f1—t WI -H • 0 E LDT S I Z L — j 3 %) i SCYOA" —EE7 i). , B • • 0 Imo-` S AXI 6T) � (.-f' T5L oo- PLA )� L��5--D SQ0fl o5 -1�6eT S/P�66�3 r- WL-� CAPIN 0�)g beef 00YVI ©fie i�ATN L.bT 5►2,6 - 1l,D3Z x/ ` s v�R • , Those lots range from 0.65 acres to 1.2 acres and average approxi- mately 0.9 acres. Two of the adjoining lots contain nonconforming four-plexes. The remaining parcels are developed with single- family residences or are limited to single-family development. The density of the surrounding properties is approximately one unit for each 0.5 acre. The lot sizes and related information for adjacent properties is set out below in Table No. 1. Table No. 1 ADJACENT PROPERTIES HOLLAND HILLS ADJACENT PROPERTIES Building Lot No. Lot Size Size/Type Owner and Address 16 1.200 acres 3778 sq.ft. Monroe G. Summers and single- Glenda G. Summers family P. 0. Box 12047 Aspen, CO 81612 17 1.230 acres vacant Institute of Anesthesiology Pension Plan B, A Pension Trust 8231 North 74th Place Scottsdale, AZ 85258 34 0.650 acres 4036 sq.ft. Sidney N. Smock and Ann single- Wilson Smock family 8231 North 74th Place Scottsdale, AZ 85258 35 0.80 acres 4806 sq.ft. Ruth D. Stone and F.P. 4-plex Stone, Thomas J. Schroeder and Betsy A. Schroeder 611 Fred Lane Aspen, CO 81611 36 0.680 acres vacant Walter Hanselmann P. 0. Box 5161 Snowmass Village, CO 81615 37 0.680 acres 3817 sq.ft. Frank Glatz and Alice A. single- Glatz family 1255 South Clay Street Denver, CO 80219 Four -)Cl u �-)Cl it , b 1AnCR.Q>n PCArCQJ 10 � Lo i -`10s p.A ._ K - Form Nd. OFFICE OFT .ITE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman SL, Denver, Colorado 80203 (303) 866-3581 APPLICANT 1095 WELL PERMIT NUMBER 64091 -F _ DIV. 5 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: HOAGLUND RANCH HISTORIC PUD HENRY EDWARD JR & CHERIE L BOOHER C/O RICK NEILY, NEILY & ALDER, 201 NORTH MILL STREET SUITE 10 ASPEN, CO 81611- (970) 925-9393 APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 NE 1/4 Section 20 Township 8 S Range 86 W Sixth P.M. DISTANCES FROM SECTION LINES 275 Ft. from North Section Line 230 Ft. from East Section Line UTM COORDINATES (Meters.Zone:13.NAD83) rEKMII I V GVN5 I KUG I A WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402.2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #477. 4) The use of ground water from this well, combined with HRHPUD Wells B & C, is limited to ordinary household purposes inside nine (9) dwelling units and the irrigation of not more than 9,000 square feet of gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect This well is known as HRHPUD Well A. 5) The maximum pumping rate of this well shall not exceed 25 GPM. 6) The simultaneous pumping rate of this well and HRHPUD Wells B & C shall not exceed 75 GPM. 7) The combined average annual amount of ground water to be appropriated by this well and HRHPUD Wells B & C (permit nos. 64092-F & 64093-F) shall not exceed 4.225 acre-feet, being the annual amount of ground water to be appropriated by all wells operating under BWCD contract #477. 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) This well shall be constructed not more than 200 feet from the location specified on this pernit and not less than 600 feet from any existing well, that is not owned by the applicant, excluding all existing wells located within 600 feet with spacing statements subrnitted by the well owner waiving any objection to the issuance of this permit. NOTE: Parcel Identification Number (PIN): 49-2647-201-02-012 NOTE: Assessor Tax Schedule Number: R019330 (open space parcel nos. 1 & 2, totaling 4.069 acres) �5r�o 7r/Oo6 on APPROVED DMW State Engineer Form Nb. OFFICE OF TO WTE ENGINEER 0 • GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 303 866 3581 APPLICANT 1095 WELL PERMIT NUMBER 64092 -F _ DIV. 5 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: HOAGWND RANCH HISTORIC PUD HENRY EDWARD JR & CHERIE L BOOHER C/O RICK NEILY, NEILY & ALDER, 201 NORTH MILL STREET SUITE 10 ASPEN, CO 81611- (970) 925-9393 APPROVED WELL LOCATION PfTKIN COUNTY NE 1/4 NE 1/4 Section 20 Township 8 S Range 86 W Sbdh P.M. DISTANCES FROM SECTION LINES 250 Ft. from North Section Line 300 Ft. from East Section Line UTM COORDINATES (Meters2one:13,NAD83) tastil : ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this penrut does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy Districrs substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #477. 4) The use of ground water from this well, combined with HRHPUD Wells A & C, is limited to ordinary household purposes inside nine (9) dwelling units and the irrigation of not more than 9,000 square feet of gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect This well is known as HRHPUD Well B. 5) The maximum pumping rate of this well shall not exceed 25 GPM. 6) The simultaneous pumping rate of this well and HRHPUD Wells A & C shall not exceed 75 GPM. 7) The combined average annual amount of ground water to be appropriated by this well and HRHPUD Wells A & C (permit nos. 64091-F & 64093-F) shall not exceed 4.225 acre-feet, being the annual amount of ground water to be appropriated by all wells operating under BWCD contract #477. 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case numbers) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request. 10) This well shall be constructed not more than 2130 feet from the location specified on this permit and not less than 600 feet from any existing well, that is not owned by the applicant, excluding all existing wells located within 600 feet with spacing statements submitted by the well owner waiving any objection to the issuance of this permit. Z' - ).y NOTE: Parcel Identification Number (PIN): 49-2647-201-02-012 '02FZ7� 046 NOTE: Assessor Tax Schedule Number: R019330 (open space parcel nos. 1 & 2, totaling 4.069 acres) I0� APPROVED WW Za/ DMW State Engineer 95024238 Form Po"OFFICE OF 1"ATE ENGINEER • • GWS -25 -COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St. Denver, Colorado 80203 rsnatneF-asaM APPLICANT 1095 WELL PERMIT NUMBER 64093 -F DIV. 5 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: HOAGLUND RANCH HISTORIC PUD HENRY EDWARD JR & CHERIE L BOOHER C/O RICK NEILY, NEILY & ALDER, 201 NORTH MILL STREET SUITE 10 ASPEN, CO 81611- (970)925-9393 APPROVED WELL LOCATION PITKIN COUNTY NE 1/4 NE 1/4 Section 20 Township 8 S Range 86 W Sixth P.M. DISTANCES FROM SECTION LINES 225 Ft. from North Section Line 370 Ft. from East Section Line UTM COORDINATES (Meters.Zone:13.NAD83) tasung: ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 11 This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of this permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Roaring Fork River, on the condition that the well shall be operated only when the Basalt Water Conservancy District's substitute water supply plan, approved by the State Engineer, is in effect and when a water allotment contract between the well owner and the Basalt Water Conservancy District for the release of replacement water from Ruedi Reservoir is in effect, or under an approved plan for augmentation. BWCD contract #477. 4) The use of ground water from this well, combined with HRHPUD Wells A & B, is limited to ordinary household purposes inside nine (9) dwelling units and the Irrigation of not more than 9,000 square feet of gardens and lawns. All use of this well will be curtailed unless the water allotment contract or a plan for augmentation is in effect. This well is known as HRHPUD Well C. 5) The maximum pumping rate of this well shall not exceed 25 GPM. 6) The simultaneous pumping rate of this well and HRHPUD Wells A & B shall not exceed 75 GPM. 7) The combined average annual amount of ground water to be appropriated by this well and HRHPUD Wells A & B (permit nos. 64091-F & 64092-F) shall not exceed 4.225 acre-feet, being the annual amount of ground water to be appropriated by all wells operating under BWCD contract #477. 8) The owner shall mark the well in a conspicuous place with well permit number(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 9) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent records of all diversions must be maintained by the well owner (recorded at least annually) and submitted to the Division Engineer upon request 10) This well shall be constructed not more than 200 feet from the location specified on this permit and not less than 600 feet from any existing well, that is not owned by the applicant, excluding all existing wells located within 600 feet with spacing statements submitted by the well owner waiving any objection to the issuance of this pemet. NOTE: Parcel Identification Number (PIN): 49-2647-201-02-012 NOTE: Assessor Tax Schedule Number. R019330 (open space parcel nos. 1& 2, totaling 4.069 acres) G Dv APPROVED _ Stale'Engineer By Receipt No. 9502423C DATE ISSUED 04-07-2006 EXPIRATION DATE 04-07-2007 Laboratory Services Di 8100 Lowry Boulevard, ver CO 80230-6928 US Mail: PO Box 17123, Denver CO 80217 (303)692-3090 fax(303)344-9989 High Country Trees 54 Eddie Lo Well Culligan Water Cond. 1629-A Delores Way Carbondale CO 81623 Contact Name Contact Plione Collected Received Reported Collected By Lab ID No. 05/13!2009 05/1412009 Greg Purpose Routine Chlorine residual Receive Temperature p.2 MSA -2009002661 Matrix Drinking Water Test Name Result Method Name Total coliforms PA Coliform ABSENT or less than one (<I), indicates a microbiologically safe sample Escherichia coli PA E. coli NOT DETECTED Payment Type If you have ordered Chemistry Tests: Results will be finalized in 2-3 weeks, For more information contact Laurie Peterson at 303-692-3039 LARS Interent Address: http://www.cdphe.state.co.us/Ir/Irbom.hnn Modification Date:5/15/2009 9203 Oct 19 07 03:47p Wayne Sh$jton �Allik -9+27-3801 p.t 41 WELL CONSTRUCTIO AND TEST REPORT FOR OFFICE USE ONLY ,STATE OF COLORADO, OFFICE OF THE STATE ENGINEER I. WELL PERMIT NUMBER 64091-F 2 Owner Name(s): Henry Edward BooheT Mailing Address: P.O. Box 3489 City, State, Zip : Montrose, Co 81402 Phone # APPROVAL#GWS31-91-03 3 WELLLOCATION ASD RILL D NE 114 NE 114 Sec: 20 DISTANCES FROM SEC. LINES Twp: 8 S Range: 86 W 265 ft. from North Sec. line and 130 ft. from East Sec, line OR Easting: Northing: SUBDIVISION: Hoaglund Ranch Historic PUD LOT: BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED: 4/42007 TOTAL DEPTH: 160 DEPTH COMPLETION: 160 5. GEOLOGIC LOG 6. HOLE DIAMETER (in) FROM (ft) TO (A) Depth Type of Material Size, Color, and Type) 9.0 0 84 000-065 Dirt, Rocks. Clays 6.5 84 160 065-160 Maroon Formation 7. PLAIN CASING 01) (in) Kind Nall Sia From (ft) To (ft) 7.0 Steel 0.240 -1 84 5.5 PVC 0.250 60 100 PERF. CASING : Screen Slot Size 5.5 PVC 0.250 IDO 160 8. Filter Pack 9. Packer Placement Water Located: 90+ Material Type Size : Depth ; Remarks Interval 10. GROUTING RECORD Materiel Amaant Dertsiry IMtTeal Plattment Cement 6sks 6 alrsk 1040 red 11. DISINFECTION Type : HTH Amt.Used: 4 oz. 12. WELL TEST DATA () Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level: 74 ft. Date,Time Measured 4142007 Production Rate 25 gpm Pumping Level: Total ft. Date/Time Measured 4/4/2007 Test Length: 2 horns Test Remarks: 13. 1 hex read the aacmems rude lertu and Imo- de rant Ihcanr, ad dui thry are nae a my knodcdge. (Parsvant m Section 240-1-0 (13j(a) CRS, the malting or rdse sm, S eo�mtes perj in the aeoond dewo: and is puoiahAk as a=1 mudentrmor CONTRAC FOR : Shelton Drilling Corp. Phone: (970) 9274182 Mailing Address: P.O. Box ]059 Basalt, Co. 81621 Lic. No. 1095 Name r Title (Please Type or Print) Signature Date Rayne Shelton / President 4/4/'2007 �q/ Oct 19 07 03:47p Wayne Shelton AaAh - 970-927-3801 p.2 WELL CONSTRUCTION AND TEST REPORT FOR OFFICE USE ONLY STATE OF COLORADO, OFFICE OF THE STATE ENGINEER I. WELL PERMIT NUMBER 64093-F 2 Owner Narne(s): Henry Edward Booher Mailing Address: P.O_ Box 3489 City, State, Zip: Montrose, Co 81402 Phone 9 APPROVAL tl GWS31-91-03 3 WELL LOCATION AS DRILLED NE I/4 NE DISTANCES FROM SEC. LINES 1/4 Sec: 2D Twp: 8 S Range: 86 W 140 ft. from North Sec. line and 385 & from East Sec. line OR Easting: Northing: SUBDIVISION: Hoaglund Ranch Historic PUD LOT: BLOCK: FILING (UNIT): STREET ADDRESS AT LOCATION 4 GROUND SURFACE ELEVATION tL DRILLING METHOD Air Rotary DATE COMPLETED: 329.2007 TOTAL DEPTH: 200 DEPTH COMPLETION: 200 S. GEOLOGIC LOG 6. HOLE DIAMETER (m) FROM (ft) TO (ft) DeDth Type of Material (Size, Color, and T 9.0 0 78 000-035 Boulders. Rocks 6.5 78 200 035-075 Rocks,Ciays 075-200 Maroon Formation 7. PLAIN CASING OD (in) Kind Wall Size Fmm (ft) To (ft) 7A Steel 0.240 -1 78 5.5 PVC 0.250 60 110 PERF. CASING : Screen Slot Size 5.5 PVC 1 0.250 1 110 200 8. Filter Pack 9. Packer Placement Water Located: 110+ Material Type Size : Depth Remarks ; Interval 10. GROUTING RECORD Material Amo wl Density Interval PIs twt Cement 6 sks 6 allele 100 poured 11. DISINFECTION : Type : 14TH Amt Used: 5 oz. 12. WELL TEST DATA : O Check Box If Test Data Is Submitted On Supplemental TESTING METHOD: Air Compressor Static Level : 88 ft. Pumping Level: Total tt Test Remarks: Date/Time Measured 3292D07 DatelTime Measured 3292007 Production Rate 25+ gpm Test Length : 2 hours 13. Ihaw teed mmenenm models em and mow the eaa �stlaeof,aM atthey ao mem mkvoWedae(Pmauart to Seeom]aa-a�(ii)pl�.ax outmEo aue su anrnu emA:atex m ds second de@esead is paoisbable a a class I misdemeanor ) CONTR�AC R Shelmn Drilling Corp. Phone: (970) 927-4182 Mailing Address: P.O. Box 1059 Basalt, Co. 81621 Lic. No. 1095 Name / Tide (Please Type or Print) Signature Dace Wayne Shelton / President 1 4/42007 -