Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
pitkin.eh.246323300007 (2009)
O ONSITE WASTEWATER TRE MENT SYSTEM (OWTS) �k CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 Aspen, CO 81611 Phone: 970.920.5070 Fax: 970.920.5077 Permit #: 08014 Permit Issued Owner(s): Property Address: Legal Description: Size of Lot: Size of Building: ❑ NEW ❑ AMENDMENT ❑ REPAIR 1800 Lewis Lake Road Lot 3W Parcel ID #: 2463-233-00-007 ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY 14.468 acres Detached Accessory Unit: 8,467 Sq. Ft. Size of Accessory Unit: _ System is designed for 5 potential bedrooms. Current floor plans show a large open area in this barn. Layout will be determined at a later date Sq. Ft. Designed By: High Country Engineering Project #: 2081014 Dated: April 11, 2008 Phone #: 970-945-8676 Mailing Address: 1517 Blake Avenue, Glenwood Springs, CO Fax #: 970-945-2555 Email Address: Perc Rate: AR 0.95 Profile Hole Depth: 10 ft Depth to Groundwater or Bedrock: greater than 10 ft Minimum Tank Capacity: 1875 1579 sq ft w/ no reductions & Minimum Absorption Area: secondary treatment Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Any changes must be approved by this Department and the design engineer prior to construction. This Permit must be kept on-site during installation. The engineer'must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. The absorption area must beat least 90 feet from Lewis Lake and any other watercourse. This permit is conditioned upon the property owner(s) providing for the regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturers recommendations and the requirements of the Pitkin County OWTS Regulation. Revegetation over the area of the field must be maintained in accordance with Section 6.28.110 of the OWTS Regulation This design will consist of one 2000 gallon single compartment tank followed by one 1000 gallon recirculation tank (with 2 Advantex AX -20 units), and one 1000 gallon dosing tank. Automatic distributing valves will distribute effluent to 2 sand filters. Each sand filter will consist of 2 feet clean, coarse sand meeting specifications outlined in the regulation. A gradation of the filter material shall be submitted to the Department prior to final approval of the system. There must be at least 6" of aggregate below the distribution laterals. Dimensions of the sand beds will be 16' by 50' with a slope of 3:1. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: /rrZ_ZlS4zth_ Date: ' 2 - License #: Issued By: rl"l, ' tq`YV117,4/1 Date: -11 Tnnnnn i , 09 Expires: U /2 dation Authorized by: Expiration Date: ❑ Fee Paid r ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 - Aspen, CC 81611 . Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin County Assessors Office 970-920-5160 or at www. oitkinassessor.ora : 7 yG - �,� - Purpose of Permit VNEW ❑ REPAIR DUE TO FAILURE ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): �Ir f//A - 111O 0 At,,, Property Address: Business Phone: 1'70 - G)J Lot 7 Q Block: � � Filing: `r Subdivision: Property Owner(s)': 1 �" 1 Email Address: RGt,�I. �c.Ke +!e•C• („A re So r' .;.-(, Owners Mailing Address: City, State, Zip: �••`` p 3 5 K hc. S1 h W OI 4( 1 Home Phone: Business Phone: s70- 5iJ- gid &- 'Contact information must be provided for the owner signing this application Primary Contact Person/Applicant (if not owner): ci6LOb- 1Z r, I Company: Contact/Appli S�" s� t Mailing Address: J City, State, Zip: ` C O ��G `/ Cell Phone: Business Phone: 1'70 - G)J Fax Number. 47d- f1s - 10 y a Email Address: Building Permit # (if applicable): OD I y 1 �(J Lot Size (in acres): I k. 4 6 F �,Grcl Size of Building (square feet): q 4/G ? Number of Potential Bedrooms: i 4o Detached Accessory Unit? ❑vlss ONO Size of Accessory Unit (square feet): M14 Number of Potential Bedrooms In or Fixture List for the Accessory Unit: N/4 Vater Source: rxPRNATE WELL E] SURFACE WATER El SPRING ❑ COMMUNITY/PUBLIC WATER SYSTEM lame of CommunitytPublic Water System (if applicable): NIA -70 - ti4S- Mailing Address:- CIty, gate, up: l- l7 13�a�c� AL -c S+ (01 GWS, CC) 81 i0► PLEASE READ BEFORE SIGNING: I certify that the above Information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is Issued. Owner Sig Date: Applicant Si Date: FOR OFFICE USE.. LY s Received by ENMR Fee & Raceipt #: Date: /l1rn 1.71 1 i'TTiTiTiE Pitkin County Environmental Health Department Contact Log Sheet 1 fw `WI IBM • ! =, 11 Ili I IFARV INVIN WINNORTNIS♦ _ ,• �� � �. • iii fi, �■ i •r � �a� _� Isk i� • =__ PAIN alum %a. �• _ G �f1 _� ♦ iii • 1 i Pitkin County Environmental Health Department Contact Log Sheet 000004 x V, m Its 0 0 Aq� 111111 HStES It pSp 91 it 3 m till 14 11 A$ 3 R till i2,11 it fig addd lip lij I; Ila All IN 11 X3 4g C all RX, a I a 7 esoa I w I -&NWWMUW 07/14/2010 05:45 FAX IA0004/0005 Uul 131'0 05:21 p Ranch Lake II, r- "163-1070 p.1 07/13/2010 15:24 FAX @0002/0002 Va11ry ftemst (719)39'5-6764 ADVANTEX OPERATION AND MAINT NAnCE AGREEMENT Street Address ) �R' n0 L_ 4_7 F�� Legal Address Cry .5'Z k .L5 f w VPI Lic. will porform operation and maintenance services for the Onsite Wastewater System serving the subject site as outlined below: Control Panet, Pumps and Alarms: During each visit, all electrical components shall be tested for proper function. Correa control settings will be verified. Operations data from panel will be recorded. Processing Tank: During each visit, the scum and sludge layers in the processing tank (septic mak) will be measured. A recommendation for pumping will be made when the scum thickness exceeds four inches, or the sludge thickness exceeds 24 itches. Pumping System: During each visit all pumps shall be observed to verify properperforroaucc. The pumps will be operated manually_ The Biombe set= will be removed and cleaned. Recirculating Filter The filter will be observed for signs of excess organic build-up or improper performance. The media will be cleaned as necessary. The system will be observed to verify proper distribution across the media and distribution laterals will be flushed_ Drain FSeldr The surface area arvuad the dram field will be observed for signs of failure such as lush vegetation growth or effluent ponding. Liquid levels within the field will be observed through the observation pipe and levels recorded. Items than are not included in Lhis contract include: 1. Corrective and/or repair maintenance if necessary, other than covered under warranty. 2. Effluent sampling and analysis if applicable. 3. The cost of tank pumping. Alarms: VPI will respond to ak= conditions at no cost during the agreement period. Service Calla Service calls will be billed at a rate of 570.00 per hour and .545.00 per hour for travel time. A visit to the site other than the routine visits provided by this agreement or a system warranty issue will be deemed a service call. Examples would include (but ara not limited to) damage caused by acts of vandalism, failtae of rank or failure of another patty's work, i.e. electrician, plumber, excavator, etc. The goal of VPI is to observe the operation and perform maintenance for the Onsite Wastewater System to allow for proper long-term function of the system and compliance with the conditions of the installation w it and mcommendatiotu of the manufacwter. VPI will perform O&M services as outlined for 5265 per visit, with two visits per year ($530 per year). payment in full forthe fust ( 3 ) years is required prior to initiation of the agreement. This agreement period will be for the ( 3 )-year period subsequent to placing the system into operation. Property VPI Representative Telephone Number i3 S/IU Date 07/14/2010 05:45 FAX C169 877 ease ■o■ ■ on on ■■ on ■ ■ Militia no 11 1 1 on an Militia IBM ■ soon Olson ■ ■ LA ."riire*O Field Maintenance Report Start -Up Summary Report Q0005/0005 on SOME sais a no on ■ on to = on no ■ Valley Precast Inc - (719)395 -6764 Property Own>Maddng M ^On" Timer Setting orator RTU114535 installed Deo Ian Camey (General Manager) 06/02/2008 Site Address alert -up Data 2020 Levels Lake Rd., Carbondale CO 81623 07/13/2010 Phone Number ParmIt Made 6edroome Occapems Oa pancy'Date (970) 963-1188 Mode 3B 5 Oesigner/Englnem Phone AUMorizeO Installer Phone SCG Roger (303) 838-0611 Valley Precast (719) 395-6764 AdvanTea Daahr R1oM EbNl,9an Phone SCGEnterpdses,lnc. (303) 697-9404 Primary Treatment If using a sfrwle Processing Tank complete the following: ❑ Processing Tank septic Volume ( gal.) Recim Volume ( gal.) Construction ❑ Concrete ❑ Fiberglass []Other If using a §gga2te Septic Tank and Recirc Tank, complete the following ❑ Septic Tank (-gal.) Construction ❑ Concrete ❑ Fiberglass ❑ Other ❑ Reelrc Tank ( gal.) Construction ❑ Concrete ❑ Fiberglass ❑ Other ❑ Pump model ❑ Floats set pmpedy n -in. -in. -in. Secondary Treatment ❑ RSV setting: tin. ❑ Residual head measurement Pod xt -in. Poo x2 -in. Pod x3 -in. ❑ Discharge Tankffi=ln (_ gal.) construction ❑ Concrete ❑ Fiberglass ❑ PVC (Basin) ❑ Pump Model: ❑ Floats set properly at -in. -in. ❑ Discharge pump flow rate (drawdown testy ( gpm) ❑ Discharge pump dose volume: ( gal/dose) Comments 000007 -in. Control Panel Panel ID (RTU or UL x) ^On" Timer Setting ^01P Timer 9ettlng RTU114535 405915 Filter Pods Pod xt Serial No. Pod x2 Sada/ No. Pod 93 serial No. 405914 405915 Other System Components ❑ Disinfection equipment (manufacturer): ❑ Dispersal system (type off: Declarations (InftiA OrencoS Start -Up Procedure was followed All gds are severed. circuit breakers are, on and control panel is latched. "For Service Coif label with phone If was affixed to panel Homeowner Package was reviewed with: ❑ Builder on (date) ❑ Resident on (date) The system is ready for use ❑ Yes ❑ No (explain) Date _ Fax completed form to 1-866-384-7404 /14/2010 06:01 FAX %M ME M 111 0 mm mm • 169 877 ■ms ■ ■■ ■■ ■■ ■■ ■ ■ nom ■ ■1111■ ■mmmm ■ ■ A*vanTex® Field Maintenance Report Start -Up Summary Report 00001/0002 on soon on I ■ on on as ■ Mae Valley Precast Inc. (719)395-6764 Prop" th Wrr.ldng a "On" Timer Settklg opera Installed pate Ian Carney (General Manager) �j 06/02/2008 sne Address stat -up Dae 2020 Lewis Lake Rd., Carbondale CO 81623 07/13/2010 Pro. NumEer Parton r Mode eedrooms occuleem Occupancy Dale (970) 963-1188 Mode 3B 5 Daslgmr/Englnea PMne Adlwd installer Ph SCG Roger (303) 838-0611 Valley Precast (719) 395-6764 AdvenTea Dealer Phony Flectriclan Phom SCGEnterpdses,Inc. (303) 697-9404 Primary Treatment If using a Single Processing Tank complete the following: ❑ Processing Tank Septic Volume ( gal.) Recim Volume ( gal.) Construction ❑ Concrete ❑ Fiberglass ❑ Other Manufacturer. rOff using a seoaral Septic Tank and Recim Tank, complete the following: Septic Tank (12D&G gal.) V Construction Concrete ❑ Fiberglass El Other Manufacturer.. ��`' hnj FlecircTank ( OC d gal.) Construction PConcrete ❑Fiberglass [7] Other Manufacturer. //Alla+. Pres-9s�' ❑ Pump Model: P i= -GD S ( I ❑ Floats set property at =in. -In. -in. Secondary Treatment ❑ RSV catling: -_Z44 -in. ❑ Residual head measurement Pod N7 -In. Pod R2 -in. Pod N3 -in. Discharge TwWBasin( IOOO gal.) Construction 93;/Concrete ❑ Fiberglassss ❑ PVC (BaNn) Manufacturer. VA.` ;k ❑ Pump Model: ❑ Floats set property at -in.--in..''77 -in. ❑ Discharge pump flow rate (drawdown test): ( ter= gpm) ❑ Discharge pump dose volume: ( 3-46 gaUdose) Comments Signature 000003 Control Parcel Panel ID (RTU or UL e) "On" Timer Settklg "OM' Timer Setting RTU114535 405915 Finer Pods Pod s1 Serial No. Pod 02 Senal No. Pod 83 Sertal No. 405914 405915 Other System Components ❑ Disinfection equipment (manufacturer): ❑ Dispersal system (type of): Declarations (Initial) / Omnco's Start-up Procedure was followed. Y� All lids ale secured. Circuit breakers are on and control panel Is latched. "For Service Call" MEN with phare If was affixed to panel. �Horeviewedmeowner Package was reviewed with: Qr Builder on (date) ❑ Resident on (date) The system is ready for use ,Ves ❑ No (explain) 9 Date 7 // C) form to 1-866-384-7404 07/14/2010 06:01 FAX ' 169 882 sale ■B■ ■ on ■ ■ on mom ■ on Mae on mom 0 11 BONN son 0 *WanTexe Feld Maintenance Report Start -Up Summary Report IM0002/0002 ■ ■on■ sani B ■ no on ■ was a MOOR■ ■ M 1i Valley Precast Inc. (719)395-6764 Property Owirer/necldr,g a On"Timer Setting Operator 7� �G� Installed Date Nancy Stucky Recim Volume ( $-0d gel.) / f 08/13/2009 site Address Manufacturer. If using a s tg Septic Tank and Recirc Tank, complete the following: stat -up ow 249 Conundrum, Aspen CO 81611 Construction ❑ Concrete ❑ Fiberglass ❑ Other 06/10/2010 Phone Ntmber Po.11 t Mode 8edr rrl OccupaMs Oaupency Date (713) 377-5072 Mode 313 4 Dv.lW.rfnghlaer Mona Aurhorimd Innaller Rwns All Service Septic, LLC (303) 908-7823 Valley Precast (719) 395-6764 Adeenrex Dealer Phone B rld. Phena SCGEnterprises,lnc. (303) 697-9404 Primary Treatment On"Timer Setting It using a sinal- Processing Tank complete the following: Processing Tank Septic volume (x0010 gal.) Recim Volume ( $-0d gel.) Construction OFconomte ❑Fiberglass ❑Other V,2 / Manufacturer. If using a s tg Septic Tank and Recirc Tank, complete the following: ❑ Septic Tank ( gal.) Construction ❑ Concrete ❑ Fiberglass ❑ Other Manufacturer. ❑ Reck Tart ( gal.) Construction ❑ Concrete ❑ F7bergl6aa ❑ Other Manufacturer: C]Pump Model: 5 ❑ Floats set prop" at -In. -h. -in. Secondary Treatmentom� ❑ RSV setting: �'[ -in. ❑ Residual head measurement. Pod Af -in. Pod 92 -in. Pod e3 -in. Discharge Tank/Basin ( O N gal.) Construction XConcree]s E]n, ❑ F'IberglasPVC (Basin) Manufacturer. CCIQ ArIG ❑ Pump Model: ❑ Floats set property at -in. -in. -in. ❑ Discharge pump flow rate (drawdown test): ( Sr% gpm) ❑ Discharge pump dose volume: ( 10 1 galJdose) Comments Control Panel Panel ID (RTU or UL N)" On"Timer Setting "Off" Tlltter Settmg RTU116605 Filter Pods Pod e1 Serial No. Pod 72 Serial No. Pod M3 Serial Na. 409085 Other System Components ❑ Disinfection equipment (manufacturer): ❑ Dispersal system (type of): tionstan Orencn's 's Start -Up Procedure was followed. All lids are secured. Circuit breakers are on arta control panel is latched. "Por Service Call" label with phone It was affixed to panel. Homeowner Package was mviewed wkfc Z Bulkier on (date) 6110110 ❑ Resident on (date) The system is ready for use 6�Ves ❑ No (explain) onto 7 /—//,? ! ¢D form to 1-866-384-7404 ISDS DESIGN CALCULATIONS - for Pitkin House Size (sq. ft.) (75 gpd or 100 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 1000 State Review Required? no Perc Rate (1) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 1500 Minimum tank capacity 1875 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 2,222 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 1,587 sq. ft. of absorption area required Abs. Area w/ locaing factor (B25) Trench Bed Pipe and Gravel 2000.187991 2222431101 Dosing 1777.944881 1777.944881 Chambers 1555.701771 2000.187991 Max Allowable 1111.215551 1555.701771 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 1428.705708 1587.450787 Dosing 1269.960629 1269.960629 Chambers 1111.215551 1428.705708 Max Allowable 793.7253933 1111.215551 140 SETBACK FROM WELL # of feet = 90 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 65 SETBACK FROM DRY GULCH # of feet = 000010 100 ri Ln CIVIL ENGINEERING April 8, 2008 \1. M Employee -Owned Company Ms. Carla Ostberg Pitkin County Environmental Health & Natural Resources Schultz Health and Human Services Building 0405 Castle Creek Road, Ste 10 Aspen, CO 81611 RE: Ranch Lake II Onsite Wastewater Treatment System HCE Project No: 2081014.00 Dear Carla, Ca LAND SURVEYING The Ranch Lake Ir OWTS is being designed in accordance with the percolation rate letter and field information provided by CTL Thompson (4-8-2008). The percolation rates were taken on April 4", 2008 at the site of the OWTS on the 3W lot. gl:L Thompson has requested that a second round of percolation tests be done to re -confirm the percolation rates later in the spring, which Ranch Lake II, Inc has agreed to. These rates will be compared to the current rates and reevaluated if necessary. CTL Thompson has a high level of confidence in the current information, but deems the second round of information as a good backup to the current information. This will also be a good check to see if wintertime rates are 100% reliable and provide good information to the county on their code changes. The OWTS being designed by High Country Engineering, Inc (HCE) is a modified sand filter system based off of a house bedroom count of 5 rooms. The interior of the main residences has not been finalized at this time. The 5 bedroom count is the maximum number of bedrooms that can effectively fit within the floor space available. But the final bedroom count will also be a point of review later in the spring/summer once the final floor plan has been designed. Thunder Construction and Ranch Lake II, Inc will be re -reviewing the design and percolation rates prior to construction of the OWTS and resubmitting information to Pitkin County Environmental if any design parameters have changed. Please contact me if you have any questions regarding this matter. Sincerely, HighC nh En ' Bering, Inc. Scott P. Gregory, P.E. date4� Cc: Matthew Langhorst (Thunder Construction) 0 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 000011 970.945.2555 fax www.hceng.com 14 Inverness Drive East, Suite F-120 Englewood, CO 80112 303.925.0544 phone 303.925.0547 fax CV949) =J 0 L U NOTE: I Profile and percolation pit glocations are approximate. a Thunder C misbuctlan rhw hLake I -B. i[2S Project No. GS05146-130 OOOQ15 Locations of Profile and Percolation Pits Fig. 1 I • �. Profile 15 P-1 P-2 P-3 LEGEND: ©Clay, sandy, moist, soft, brown. (CL) r 10—i w 15 NOTES: 1. Percolation pits were excavated with a backhoe on April 3, 2008. 2. No free ground water was found in the percolation pits at the time of excavation. 3. Locations of percolation pits shown on Figure 1 are approximate. 4. These percolation pits are subject to the explanations, limitations and conclusions as contained in this report. Ie SUMMARY LOGS OF EXPLORATORY PITS Project No. GS05146-130 000016 Fig. 2 0 `e 5 0 c t o. 0 10 15 P-1 P-2 P-3 LEGEND: ©Clay, sandy, moist, soft, brown. (CL) r 10—i w 15 NOTES: 1. Percolation pits were excavated with a backhoe on April 3, 2008. 2. No free ground water was found in the percolation pits at the time of excavation. 3. Locations of percolation pits shown on Figure 1 are approximate. 4. These percolation pits are subject to the explanations, limitations and conclusions as contained in this report. Ie SUMMARY LOGS OF EXPLORATORY PITS Project No. GS05146-130 000016 Fig. 2 r SATURATION DATE: 4103108 EPARATION TIME AT START OF SATURATION: 2:30 pm OLATION TEST DATE: 4104108 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MINIINCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-1 60 9:25 10 54 57 3 3.33 9:35 10 57 58 1 10 9:45 10 58 58 0 9:55 10 58 58 0 10:05 20 58 58 0 10:25 20 58 59 1 20 10:45 20 53 54 1 20 11:05 20 54 55 1 20 11:25 20 55 56 1 20 P-2 50 9:35 10 48 48 0 9:45 10 48 48 0 - 9:55 10 48 48 0 10:05 10 48 48 0 1015 20 48 50 1 20 10:35 20 46 46 0 10:55 20 46 46 0 11:15 20 46 46 0 - 11:35 20 46 46 0 - 11:55 20 46 46 0 - THUNDER CONSTRUCTION RANCH LAKE 11 PROJECT NO. GS05146-120 5:1GS05146.000113M, Lenolsw501145120 P1.aoc 000017 Fig. 3 u SATURATION AND PREPARATION DATE: 4103108 TIME AT START OF SATURATION: 2:30 pm PERCOLATION TEST DATE: 4104108 WATER IN BORING AFTER 24 HOURS -YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MINIINCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-3 58 9:40 10 53 55 2 5 9:50 10 55 56 1 10 10:00 10 56 56 0 - 10:10 10 56 56 0 - 10:20 20 56 57 1 20 10:40 20 57 57 0 - 11:00 20 54 54 0 - 11:20 20 54 54 0 - 11:40 20 54 54 0 - 12:00 20 54 54 0 - THUNDER CONSTRUCTION RANCH LAKE PROJECT NO. GS05146-120 M;yM,L.Uo G50614612n Pt.d.c Fig. 4 ASSURED Brass 3 -way Standard Port Ball Valve to 0C 80 1-800-899-0553 assuredautomation.com The 31 D is a 3 -way, brass ball valve. It can be ACTUATOR equipped with a manual handle or with direct mount CONFIGURATIONS pneumatic or electric actuators. The direct mount • Electric. actuators eliminate the valve -actuator mounting it, IV"'" Post Pc52 which adds unnecessary height and expense. •pneumatic (spring return). P 9 A full range of accessory items are available including • Pneumatic (double acting). limit switches, solenoid valves, positioners and manual • Manual handle, override devices. Brass CW 617 NUN] IN 12165 4 PRESSURE RANGE FEATURES 29 inHg to 400 PSI • Standard port. 1 • Blow-out proof stem. TEMPERATURE RANGE • Integrated Mounting pad for actuators. -30'F to 320°F • Compact assembly. TYPICAL APPLICATIONS • Complete'lihe of accessories. a Air drying equipment. Gtern O -Ring • Pollution control equipment. 8 • Process control applications. 8*0-11ing • Laundry equipment. 9 • Textile dyeing and drying. Stem • Bottling and dispensing. PORT ARRANGEMENTS L Port T Port Flow Plan A Flow Plan D Flow Plan E Flow Plan F Flow Plan G OWEIP It P051 Post Past PaS2 I&V Post Post IV"'" Post Pc52 WW Pas'. Pc z MATERIALS OF CONSTRUCTION Part qty. Description standard Material 1 1 Body Brass CW 617 NUNI EN 12165 2 3 End Cap Brass CW 617 NUN EN 12165 3 1 Ball Brass CW 617 NUN] IN 12165 4 4 Seat PTFE 5 1 ThmstWasher PTFE 6 1 Stem Seal PTFE 7 2 Gtern O -Ring FKM(Vton•) 8 4 8*0-11ing FKM Mon-) 9 1 Stem Brass CW 614 NUNI EN 12164 CV FACTORS size cv 1W 3.5 34r 4.0 U2' 5.0 3/4' 7.7 1' 14 1-114' 19 1-1/2' 31 2' 44 Contact us for the most recent pmdua and technical infor na . ASSURED 04*0 AUTOMATION 31 DNRXM Series Brass 3 -way standard port ball valve with manual'handle (Threaded end connection) DIMENSIONS, WEIGHTS & SPECIFICATIONS 1-800-899-0553 assuredautomation. corn Size A B c D E F- I Wt. lbs) Model Na. 1/4" 2.64 4.72 2.44 1.32 1.20 1.98 .250 1.2 A3IDONRXM 3/8" 2.64 4.72 2.44 1.32 1.20 2.04 .375 1.2 631DONRXM 12" 2.87 4.72 2.44 1.43 1.20 2.15 .500 1.2 C31DONRXM 3/4" -3.19 4.72 2.52 1.59 1.29 2.64 - .750 1.4 D3IDONRXM 1" 3.74 6.69 2.95 1.87 1.63 2.80 1.000 2.8 E3IDONRXM 1-114" 4.39 6.69 3.17 2.19 1.85 3.35 1.250 4.2 F31DOO NRXM 1-1/2" 4.86 6.69 3.56 2.43 234. 3.95 1.500 8.0 G31DONRXM 2" 5.73 9.05 4.43 2.86 2.90 4.65 2.000. 9.1 H3IDONRXM 2-112" 1 6.93 9.05 4.86 3.46 3,35 1 5.54 1 2.500 1 16.3 1 13100NRXM 3" 1 7.08 1 9.05 1 4.86 3.54 3.35 1 5.58 1 3.000 1 19.6 1 131DONR%M O Flow Plan: A, D, E, F,.G (see Pod Arrangements diagram). 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range:. -30°F to 3207. • Pressure range: 29 it to 400 PSI. Visit our website for more details: assuredautomation.com 81 000020.;; ASSURED00 AUTOMATION 31 DNRXEDA Series 1-800-899-0553 assuredautomation.com Brass 3 -way standard port ball valve with double acting pneumatic actuator (Threaded end connection, actuators are sized for 400 PSI pressure differential) ntnACAiOnntc V1lrlri-ITC R, SPFrIFICATIONS Size A B C D E F G H 1 Actuator Wt. 06sJ Model No. So PSI Minimum Actuator Air Supply = SD 114' 2.64 6.26 5.14 3.26 1.20 '198 79 1.46 .250 ED25 4.7 A37DOO N6%EBD 3/8' 2.64 6.26 5.14 3.26 1 1.20 1 2.04 1 .79 1.46 111375 ED25 4.1 B31D0NR70i8D 112' 2$76.26 5.14 3.26 1.20 2.15 .79 1.46 .500 ED25 4.1 C3100NRXFBD 314' 3.19 6.26 5.23 3.26 1.291 2.64 1 .79 1 1.46 1.750 ED25 4.3 D31D0N8XE80 1' 3.74 6.26 5.57 3.26 1.63 2.80 .79 1.46 1.000 ED25 5.5 E31DON8XEBD 1.1/4' 4.39 6.26 5.79 3.26 1.85 3.35 .79 1.46 1.250 ED25 7.1 F3IDONAXEBD 1-1/2' 4.86 7.09 I 6.79 1 3.78 I 2.34 I3.95 .79 1.70 1.500 E040 10.0 G31DON8%E8D 2' 5.73 7.83 7.82 4.19 2.90 4.65 .79 1.93 2.000 ED65 14.4 H31000 NR%EBD 2-112' 6.937.63 6.27 4.19 3.35 5.54 .79 1.93 2.500 ED65 21.6 13700NA%E8D Y 7.08 7$3 8.27 4.19 3.35 5.58 .79 1,93 3.000 E065 24.9 131D0NPXE80 60 PSI Minimus Actuator Air Su F/=60 114' 2 64 6.26 5.14 3.26 1 1.20 1 11,98 .79 1.46 .Z50 ED75 4.1 A31DONeXEfiD 318' 2.64 6.26 1 5.14 1 3.26 1 1.20 1 7.04 79 1 1.46 .375 E025 d.1 B3IDONN060 6.26 5.14 1 3.26 1 1.20 1 2.15 .79 1.46 .500 ED25 4.1 C3IDONRXE6D 1l2' 2.87 1 1 5.23 1 3.26 1.29 2.64 .79 1.46 .750 ED25 4.3 D3700NSXE60 Nil' 3.19 6.26 6.08 3.78 1.63 2.80 .79 1.70 1.000 ED40 6.fi B1DOO N6%E60 1' 3.74 7.09 6.30 3.78 1.85 3.35 .79 1.70 1.250 ED40 8.2 F31DON8%EfiD 1-1/4` 4.39 7.09 3.78 2.34 3.95 1.70 1.500 fD40 10.0 G31DOO NflXf6D 4.66 7.09 6.79 2.90 4.65 .79 1.93 2.000 ED65 14.4 N31DONA%E6D 2- 5.73 783 7.82 4.19 3.35 5.54 .79 2.12 2.500 ED100 23.1 D1DON8%E6D 211r 693 8.70 8.79 4.60 5.58 .79 2.12 3.000 26.4 1%E6D 3' 7.08 8.70 8.79 4.60 3.35 .79 ... E-.... of--. A n n c e c c r. r.m •„n e-emanhmanx dlanramt. 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30`F to 320T.. • Pressure range: 29 inHg to 400 PSI. 82 000021 PNEUMATIC ACTUATOR FEATURES • E Series double acting rack and pinion actuator. • Corrosion resistant coating. • NAMUR solenoid mounting pad, ISO 5211 mounting standard. • Visual position indicators. • High duty cycle, permanent lubrication. • Temperature range: -4'F to 175TF. Contact m for the most recent product and technical information. SS0000 ASSURED O AUTOMATION 11-800-899-0553 ass uredautomation.com 31 DNRXESR Series Brass 3 -way standard port ball valve with spring return pneumatic actuator (Threaded end connection, actuators are sized for 400 PSI pressure differential) DIMENSIONS, WEIGHTS & SPECIFICATIONS Size A B C D E F G H I Actuator Wt. (16s). Model No. 80. PSI Minimum Actuator Air Supply 8S 1l4" 2.64 6.77 26 1.20 1.98 .79 1.46 .250 ES25 4.9 A3IDONRXE8S 3/8" 2.64 6.77 26 1.20 2.04 .79 1.46 .375 ESZS 4.9 831DONRXE85 1R" 2.87 6.77 26' 7.20 2.15 .79 1.46 .500 ES25 4.9 C3IDONRXESS 3/4" 3.19 9:80 19. 1.29 2'.64 .79 1.93 .750 E565 9.3 D3IDONRXE85 1" 3.74 9.80 19 W19 1.63 2.80 ,79 1.93 1.000- E565 105 E3IDONRXESS '1-174" 4.39 9.80 19 1.85 3.35 .79 1.93DONRXE85 1-112" 4.86 10.51 60 2.34 3.95 .79 2.12 1.500 E8100 16:1 631DONAXE8S 2" 2-1/2" 5.73 6.93 10.51 14.179 50 2.90DONRXE85 3.35 5.54 .79 2:52 2.500 E5200 36.4 137DONRXE8S 3" 7.08 14,17 9.77 5.39 3.35 5.58 .79 2.52 3.000 ES200 39.7 131DONRXESS 60 PSI Minimum Actuator Air Supply = 65 114" 2.64 6.77 5.14 3.26 1.20 1.98 .79 1:46 .250 ES25-3 4.9 A31D0NAXE65 318" 2.64 6.77 5.14 3.26 1.20 2.04 .79 1 1.46 1 .375 ES25-3 4.9 631DONRXE6S 1/2" 2.87 6.77 5.74 3.26 1.20 2.15 .791:46 .500 ES25-3 4.9 C37DONRXE6S 3/4" 3.19 9.80 6.21 4.19 7.29 .2:64 :79 1.93 .750 65fi5-3 9.3 D3IDONRXE65 1" 3.74 9.80 6.55 4.19 1.63 2.80' .79 1.93 1.000 E5653 10.5 E3IDONRXE65 1-114" 4.39 9.80 6.77 4.19 1.85 3.35 .79 1.93 1.250 ES653 12.1 F3IDONRXESS 1-112" 2-112" i72" 3" 4.86 5.73 6.93 .08 14.17 14.17 1q, 17 74.17 8.76 9.32 9,77 9.77 5.39 5.39 5.39 5.39 2.34 2.90 3.35 3.35 3.95 4.65 5.54 5.58 .79 .79 .79 .79 2.52 2152 2:SZ 2.52 1.500 2.000 2.500 3.000 ES200-3 E5200-3 E5200-3 ES200-3 26.1 - 29,2 36.4 39.7 G3IDONPXEfiS H31D0NRXE65 131DONAXEfiS J3IDONRXE65 31D VALVE FEATURES • Standard port brass body,- ball and blow out proof stem. •:3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30"F to 3207.. • Pressure range: 29 inHg to 400 PSI. Visit our website for more details: assuredautomation.com 000022 O Flow Plan: A, D, E, F, G (see Port Arrangements diagram). PNEUMATIC ACTUATOR FEATURES • E Series spring return rack and pinion actuator. Corrosion resistant coating. • NAMUR solenoid mounting pad, ISO 5211 mounting standard. • Visual position indicators. • High duty cycle, permanent lubrication. • Temperature range: -4°F to 175°. Wt''U 83 ASSURED O 1-800-899-0553 13 AUTOMATION assuredautomation.corn 31 DNRXODA Series Brass 3 -way standard port ball valve with double acting pneumatic actuator (Threaded end connection, actuators are sized for 400 PSI pressure differential) nmAFhtanpla UVFIr NTc 9, SPECIFICATIONS 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30°F to 320'F. • Pressure range: 29 inHg to 400 PSI. PNEUMATIC ACTUATOR FEATURES • 0 Series double acting pneumatic actuator. • Corrosion resistant coating. • NAMUR solenoid mounting pad, ISO 5211 mounting standard. • Visual position indicators. • High duty cycle, permanent lubrication. • Temperature range: -4°F to 175'F. Contact us for the most recent product and technical information. 84 000023 4��Ju00 G H I Actuator Wt. (Ihs.) Model No. 5itp p g C D E F go PSI Minimum Actuator Air Supply =81) 114' 264 2.76 3.47 i.70 1.20 7.98 59 BS .250 PD008 19 D 318" 2.64 2.76 3.47 170 1.20 204 .59 .85 .375 PD008 1.9 RD 12' 2.87 2.76 3.47 1.70 1.10 2.15 .59 .85 .500 '0008 1.9 8D 3/4' 3.19 5.12 4.44 2.16 1.29 2.64 .79 1.05 .750 PD030 3.6 6D WE31DONRX08D 1' 3.74 5.98 5.17 2.56 1.63 2.80 .19 1.28 1.000 PD060 6.0 8D1114' 4.39 5.98 5.39 2.56 1.85 +3.35 .79 128 1.250 PDO60 7.6 SD1-112' 4.86 5.98 5.88 2.56 2.34 3.95 .79 1.28 1.500 PD060 9.4 BD 2' 5.73 6.65 6.74 2.83 2.90 4.65 .79 1.41 2.000 PD090 13.2 H3IDONRXOBD 2-112" 6.93 6.65 7.19 2.83 3.35 5.54 79 141 2500 PD090 20,4 137DONRXOeD 3- 708 665 7.19 2.83 3.35 5.58 .79 7.41 3000 PD090 237 131DONRX080 60 pSl Minimum AcluatorAlr Supply = 6D 114° 2.64 2.75 3.47 1.70 1.20 1.98 .59 .85 .250 PD008 1.9 A31DONRX06D 3l8' 264 2.76 34] 1 ]0 1.20 2.04 59 .85 .375 P0008 1.9 83100NRX06D 7rz^ 2.87 2.76 3.47 1.70 7.10 2.15 .59 .85 .500 PD008 1.9 C3I1)0140061) 314' 3.19 5.12 4.44 2.16 1.29 2.64 .79 1.05 750 P0030 3.6 D31DONRX06D 1' 3.74 5.98 5.17 2.56 1.63 2.80 .79 1.28 1.000 P0060 fi.0 E31DCDNRXOGD 7414" 439 5.98 5.39 2.56 1.85 X3.35 .79 1.28 1.250 PDO60 7.6 F31DDNRX06D 1-1/2 4.86 5.98 5.88 2.56 2.34 3.95 .79 1.28 1.500 PDOfiO 9.4 G3IDONRX06D 2' 573 6.65 6.74 2.83 2.90 4.65 .79 1.41 2.000 PD090 13.2 H31DONRX06D 21 6.93 7.24 7.19 3.15 3.35 5.54 1.18 1.57 2.500 PD720 22.5 131DONRXO6D i!0' LOB 7.24 7.19 3.15 3.35 - 5.58 1.18 1.57 3.000 PD720 25.8 131DONAXO6D 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30°F to 320'F. • Pressure range: 29 inHg to 400 PSI. PNEUMATIC ACTUATOR FEATURES • 0 Series double acting pneumatic actuator. • Corrosion resistant coating. • NAMUR solenoid mounting pad, ISO 5211 mounting standard. • Visual position indicators. • High duty cycle, permanent lubrication. • Temperature range: -4°F to 175'F. Contact us for the most recent product and technical information. 84 000023 4��Ju00 ASSURE® 0:; AUTOMATION 31 DNRX®SR Series 11-800-899-0553 assuredautomation.com Brass 3 -way standard port ball valve with spring return pneumatic actuator (Threaded end connection, actuators are sized for 400 PSI pressure differential) DIMENSIONS, WEIGHTS & SPECIFICATIONS Size I A 1 B - C D E F G H 1 Actuator Wt. (16sJ Model No. 80 PSI Minimum Actuatar Air Supply 8S - 1/4" 2.64 8.71 4.43 2.17 12 1 1.96 1 .791.08 .250 P5015 4.7 A3IDONRX085 3/8" 2.64 8.71 4.43 2.17 1.20 2.04 .79 1.08 .375 P5075 4.1 B31DONRXOSS 1/2" 2.87 8.71 4.43 2.17 1.20 Z.15 .79 1.08 .500 P5015 4.1 C3IDONRX085 3/4" 3.19 9.45 4.83 2.56 1.29 2.64 .79 138 .750 P5080 5.8 D3IDONRX085 1" 3.74 11.58 5.47 2.83 1.63 2.84 .79 1.41 1.000 P5045 7.9 E31DONRX085 1-1/4" 4.39 11.58 5.69 2.83 1.85 3.35 .79 1.41 1.250 P5045 9.5 F31DONRXOSs 1-1/2" 4.86 72.60 6.90 3.75 2.34 3.95 1.18 1.57 1.500 PS060 13.7 G3IDONRX08S 2" 5.73 14.06 ].86 3:54 2:90 q.65 1:18 1.J7 2.000 P5090 19.2 13IDONRX085 2-1/2" 6.93, 14.06 8.31 3.54 3,35 5.54 1.18 7.77 2.SD0 PSD90 26.4 131DONRX085 3" 7.08 1465 8.70 3.94 3.35 5.58 1,18 1.97 3.000 P5120 343 J3IDONRX085 60 PSI Minimum Actuator Air Supply SS - 1/4" 2.64 8.71 .20 1.98 .79 1.08 .250 PS015 4.1 A3IDONRX06S 3/8" 2.64 8.71 :20 2.04 .79 1.08 .375 P5015 4.1 B31D0NRXO6S 1/2" 2.87 8.71 .20 2.15 .79 7.08 .500 PS015 4.1 C3IDONRX065 3/4" 3.19 9.45 .29: .2.64 .79 1.28 .750 P5030 58 D3IDONRX06s 1" 3.74 11.58.63 a4.83 F394335 280 .79 1.41 1.000 P5045 79 E3IDONRXD65 1-1/4" 4.39. 11.58.85' 3.35 79 1.41 1.250 P5045 95 F3IDONRX065 1-1/2" 4.86 12.60 .34 3.95 1.18 1.57 1.500 P50fi0 137 031DONBX065 - Z" 5.73 194 .90 4fi5 - 118 1.77 2,000 `5090 19.2 H3IDONRX065 2-112" 6.93 14.6535 5.54 1.18 1.97 2:500. PS120 31.0 131DONRX065 3" 7.08. 14.65 35 5.58 1.18 1.97 3.000 P5120 34.3 131DONRX065 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. •-Mounting. pad for direct mount. • PTFE seatsand seals. • Temperature range: -30"F to 3207. • Pressure range: 29 inHg to 400 PSI. Visit our website for more details: assuredautomation.com 00002 OO Flow Plan: A, D, E, F, G (see PortArrangements diagram). PNEUMATIC ACTUATOR FEATURES • 0 Series spring return pneumatic actuator. • Corrosion resistant coating. NAMUR solenoid mounting pad, ISO 5211 mounting standard. • Visual position indicators. • High duty cycle, permanent lubrication. • Temperature range: -4"F to 175T.. ";J00U 85 ASSUREDOP AUTOMATION 31DNRXK4 Series 1-800-899-0553 assuredautomation.com Brass 3 -way standard port ball valve with electric actuator, NEMA 4, 4X (Threaded end connection, actuators are sized for 400 PSI pressure differential) .. CInuC 1A1CIGUTC 2 CDFririrATIONs sin --_._..8_ _ .17 .17 .17 .17 8.17 B.17 _--C- 8.07 8.29 6.78 9.34 9.79 9.79 D 4.82 4.82 4.82 4.82 482 4.82 E 1.63 1.85 2.34 2.90 3.35 F 2.80 3.35 3.95 4.65 .542.50 5.58 G 4.43 4.43 4.43 d.d3 4.43 X 2Jq 2.1d 2.1411 2.2.00 2.14 I Aauatar Wt Na.) Model No. 1.00 KOUNIC!DA IS0 12.6 E3IDONRXK4A 1.25 KOUNIC10A60 14.2 F3IDONRXK4A 1.50 KOUNKIOA-W 16.0 G31DOO NM4A KOUNKICA-60 19.1 H31DQNRXK4A KOUNK10A40 263 131DONR%K4A 3.00 KOUNK10A450 29.6 131DONUMA m n.,... 01- e n F c r. (cee Rnn Arzanaements diaorum). 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30T to 320T.. • Pressure range: 29 inHg to 400 PSI. 8600025 ELECTRIC ACTUATOR FEATURES • K Series electric actuator. • Most voltages available. • Quarter turn: o-90' rotation. • NEMA 4/4X certified by UL labs. • 150 5211 mounting standard. • Visual position indicators. • Self-locking drive train. • Mounts in any direction. • 12" NPT conduit connection. • CSA-NRTUC and CE certified. • Temperature range: 0'F to 160T.. Contact us for the most recent product and technical information. 8'000II ASSUREDO AUTOMATION 31 DNRXR4 Series 7-800-899-0553 ass uredautomation.com Brass 3 -way standard port ball valve with electric actuator, NEMA 4, 4X (Threaded end connection, actuators are sized for 400 PSI pressure differential) DIMENSIONS, WEIGHTS & SPECIFICATIONS Size A B c D E F _ G H .I Actuator Wt. (lbs.) Madel No. 1/4" 2.64 5.95 7.25 4.40 1.20 1.98 2.48 2.20 .250 R150(5 sec.) 5.2 A3IDONAXR40 3/8" 2.64 5;95 7.25 4.40 1.20 2.04 3.48 2.20 .375 R750IS sec.) 5.2 B3IDONRXR40 1/2" 2.87 5.95 1.25 4.40 1.20 2.15 2.46 2.20 .500 R150(5 sec.) 5.2 C31DONRXR40 3/4" 3.19 5.95 7.34 4.40 1.29 2.64 2.48 2.20 .750 R300(9 sec) 7.4 D3IDONRX1140 V 3.74 5.95 7.68 4.40 1.63 2.80 2.48 2.20 1.non R300(9 sec.) 8.6 E31D0NRXR40 1-1/4" 4.39 5.95 7.90 4.40 1.85 3.35 2.48 2.20 1250 R300(95er:) 10.2 F37D0NRXR40 1-1/2" 4.86 5.95 8.39 4.40 2.34 3.95 2.48' 2.20 '. 1.500 R600(1 - sec) 12.0 G3IDONAXR40O 2" 5.73 5.95 8.95 4.40 2.90 4.65 2.48 2.20 2.000 R600 (16 sxJ 15.1 H3IDONRXR40 2-1/2" 6.93 5.95 9.40 4.40 3.35 5.54 2;48 2.20 2.500 R600.(165ec.) 22.3 131DONRXR40 j 1 7.08 1 5.95 I 9.40 1 4.40 1 3.35 1 5.58 1 2.48 12.20 3.000 8600(16 sec.) 25.5 1 131DONRXR4© v, q r, v tsee ron Arrangements eagram). WVoltage: A=120 VAC; B=24 VDC; E=24 VAC; F=12 VDC. 31D VALVE FEATURES ELECTRIC ACTUATOR FEATURES • Standard port brass body, ball and blow out proof stem. • R Series electric actuator. • 3 -way valve with forged body and NPT threaded end connection. • NEMA 4, 4X. - • Mounting pad for direct mount. • Voltages available: 120 VAC, 12 VDC, 24 VDC. • PTFE seats and seals. - • Duty cycle: 25% at 120 VAC, 100°/% at DC units. • Temperature range: -30F to 320°E • ISO 5211 universal mounting. •-Pressure range: 29 inHg to 400 PSI. • Manual override, • Permanent lubrication. v Visual position indicator. • Temperature. range: 0°F to 150°F. Visit our website for more details: assuredautomation.com 000026 87 U"00J, ASSURED 04*0 1-800-899-0553 AUTOMATION assuredautomation.com 31 DNRXV4 Series Brass 3 -way standard port ball valve with electric actuator, NEMA 4, 4X (Threaded end connection, actuators are sized for 400 PSI pressure differential) nu•eesunetC XAMr-14TC E CPF(IFICGTlnWc L Dimensions for 1-1/2' to 3"sizes, _..Sia---- --- -- - A E F G H I Actuator WLObs.) Model No. 9 C D 1/4' 2.64 5.50 543 3.00 1.20 1.98 3.06 1.38 .250 EVISIVI 6.2 A37DONft)<V40 318" 2.64 5.50 5.43 3,00 1.20 2.04 3.06 1.38 .375 EV151V1 6.2 831DONR%V4Cil 1/2' 2.87 5.50 5.43 3.00 110 2.15 3.Ofi 1.38 .500 EV151V7 6.2 C31DON8XV40 314• 3.19 5.50 5.52 3.00 1.29 2.64 3.06 1.38 .750 EV1S1V1 6.4 D37DON8%V4Cs 1• 3.74 5.50 5.86 3.00 1.63. 2.80 3.06 1.38 t.DOD EV352V1 7.6 E3100N10(V40 1114' 4.39 5.50 6.08 3.00 1.85 335 3.06 1.38 1.250 EV3S2V1 9.2 F3IDONAXV40 1-112' 4.86 6.43 8.66 6.43 2.34 3.95 3.01 2.63 1.500 NV652V1 17.0 G31000 NR%V40 2' 5.13 6.43 9.22 6.43 2.90 4.65 3.01 2.63 2.000 NV6S2V7 20.1 N3100NNN40 2-112' 6.93 6.43 9.67 6.43 3.35 5.54 1 3.01 1.63 2.500 NVfi52V1 27.3 131DONOWD 3' 7.08 6.43 1 9.67 1 5.43 1 3.35 5.58 I Jul 2.63 1 3.000 1 MEV11 30.6 1 13lMNRXV%V very t - n smr OO flow Plan: A, D, E, F c+ see ronr.rrangemuo enu ma9in. w cuua9c •-- • - - 31D VALVE FEATURES • Standard port brass body, ball and blow out proof stem. • 3 -way valve with forged body and NPT threaded end connection. • Mounting pad for direct mount. • PTFE seats and seals. • Temperature range: -30"F to 3207. • Pressure range: 29 inHg to 400 PSI. 000027 ELECTRIC ACTUATOR FEATURES • V Series electric actuator. • NEMA 4, 4X. • Voltages available: 120 VAC, 220 VAC, 24 VAC, 12 VDC, 24 VDC. • Duty cycle: 25% at 120 VAC 01), 75% at 120 VAC (EV3, NV6), 100% at DC units. • ISO 5211 universal mounting. • Manual override. • Permanent lubrication. • Visual position indicator. • Temperature range: 0"F to 160•F. Contact us for the most recent product and technical information. r5 X 000028 1 I r \ 7/HORSERAiRER KEYMAP SCALE: P - 500' LEGENDiii E%ISTNG GRAVEL ROADS — PROPOSED GRAVEL DRIVEWAY e PROPOSED INLET PROTECTION/ /p \ \ \ \ \\ \ \ \ ` O ` HAY SALEOMD — - - — PROPOSED LOT LINE PROPOSED ROAD C NTERUNEPROPMW MAJOR CONTOUR �— PROPOSED MINOR CONTOUR \ II \ \ \ \ \ « �X q EXISTNG MAJOR CONTOUR MSVNG MINOR CONTOUR \ ! lr YYY\ / —x—x- EMSTNG PENCE —>—N— E&ISDNG ROWLINE ._....._........... _-_--- -------- EMSTING VEGETATON PROPOSED CULVERT W/ PES —� SEDIMENT CONTROL PENLE r®i SPOT EIEVAPON \\ \\\\ \°% PROPOSED SLOPE � \\�\��\\ \\ � s � � 11 \ I 97� \\ \\ \// �i // �/ / l � / /✓� 1. SPICIH0TE5', `\\\ \\ Cb \ \\\\\\\\\ � ��_• � 1-` \..._: `/ / / / l l�If//,4 /l ALL fA.VANG AND MANAM 9L PWIDW RALN ttUxtt STANDAM19 AND Z WLEf AND W Rf! VPDIECIW 91N1 LE %A4FDRS MO W T ALL W WNS w S. NP x a. NL A "T$ Nb wTr.WS 904E HAW L wAu rArE r mt.,mt.,$708w N A AMT4N S YINIWx COl4X OWI 511WV PIOE4 \ \ �� / I S. W WM AYFRICAN ALL 1 GVL.A AWfG S.M LIEAIER VxIFSG DM[IIMS NOW9 6. NL IEDETxMXI WLL BE PFA PMiX WVHTI SiNgAIRS. \\\\\\\\\\\\\\\\\ \ \ \ -- -I / / / / // / UCE W ITILL M'D .•...I......I..._. GRAPHIC SCALE / tl I PROJECT NO. 20 1 "I v o.i,•uwsc+.. �rw,aMiW�e�ve�e �• sMimY°`uie`a.i� 000029 FIRST AMENDED PLAT OF: RYSTAL ISLAND RANCH, LOTS 2W AND TRACTS OF LAND SITUATED IN SECTIONS 23 and 26, TOWNSHIP 8 SOUTH, RANGE 88 WEST OF THE 6th P.M. COUNTY OF PITKIN, STATE OF COLORADO SHEET 2 OF 2 GRAPHIC SCALE �arar) SOPRIS ENGINEERING - LLC CIVIL CONSULTANTS 502 MAIN STREET. SUITE A3 CARBONDALE, COLORADO 81823 (970) 704-0311 i T3 we Wm. BW0111•W 9 W'II1l' W 1ffiq CB119EflEtl'ASE I.CfM1YB(iF1f/EIIO /CfFeB IltlUfLRV FA9HBIIFWTMF 10FF1fWlOf 1W P91 �'. R1C11 1 0I OW�� FLI PLAN y"•I'{➢' f00L 6U'l.4 51./Lv4w-2133 SP. 000030 0 0 P Poll P3fltl box 3306 navmu3 vli 11413 3 10e uh 97 l.14.933.1966 n.: 63e.923.1948 RANCH LAKE II LOT 3W Prins crook P d Peskin County, Colorado LmFLOOR I�-FlN rxe n arrn A2.1 000013 L U 000031 y p.0 ofnce boe 5.06 �eawmw rlli•te <oi. ndo uus ul: t10 A31.t 960 hs: R10 AIl.HA CH LAKE III LOT 3W Pdna• p k Raad PHRi. CRVRIy. Colorado MAN FLgOR PLAN Yk a wln ,42.2 I 000032 • • 0 000033 : .el .m.1 br Ifoa Oonmul Ilige • 1. rel. LIA11 u1: e10.923.90e6 fee: e10 92 3.9141 'ANCH LAKE II LOT 3W IM Lewis Wks R..E MIMa county. cd.o 4. 4 NOW in Ono wo mwm ex /=OI 000012 Ai oo� Y �a / _� = C'J `•� �^fir � 1 1 WWI � e�� )�� � � //� �� ������,)� _fir '�; \• IMF, _PATRICK I �� n Attorneys at law Kevin L. Patrick[ Scott C. Miller Ramsey L. Kropf' Paul L. Noto CraigV. Corona + Wilt M. Stemel •- Gary D. Allison + of Counsel. licensed in CO, OK, TX licensed in AZ. CO, WY • licensed in CO + licared-in OK Main Office: 730 E. Durant Avenue Suite 200 Aspen, CO 81611 970.9120.1'028 Tel 970.925:6847 Fax Arizona Office:. Camelback Esplanade 2415 E. Camelback Road Suite 700 Phoenix, AZ 85016 480.921,4044 Tel 480.921.8688 Fax Tulsa office: One Memorial Place 7633-E.':63rd Place Suite 300-18 Tulsa; OK: 74133 918.459.4634 Tel 970.925.6847 Fax www.waterlaw.com 000035 I MILLER I KRQPE a professional corporation January 16, 2008 Gideon Kaufman, Esq. Kaufman, Peterson & Dishler, P.C. 315 E. Hyman Ave., Suite 305 Aspen, CO 81611 N RE: Water Quantity Testing for Wells at Crystal Island Ranch (our file #856A) Dear Gideon: Per your request, we have attached the well pump test results for the wells at Crystal Island Ranch. Well Permit No. 164484 ("Jelinek Well A") serves the barn on Parcel 2W. The test shows a production rate of 25 gallons per minute ("gpm"), although the pump installed on this well is limited to 15 gallons per minute to conform with the well permit. Well Permit No. 212432 ("Jelinek Well B") serves the home on Parcel 4W. The test shows that this well has a production rate of 15 g.p.m. Thank you, and please feel free to contact me with any questions. Very truly yours, PATRICK, MILLER & KROPF, P.C. A Professional Corporation By: GU ` 1 Paul L. Noto noto Qwaterlaw. com WVMyk.pm W6AV.emaMrK m -Up .1.16fA.Ew �. �� w APR/08/2008/TUE 09:29 AM PgRICK MILLER KROPF FAX No.970°.256847 Fore No. OFFICE OF THE STATE ENGINEER G '2' COLORADO DIVISION OF WATER RESOURCES ago, 1 ass, 14113 6f - K. D.- cdbw. am MR aewen 634 WELL PERMIT NUMBER DIV._!_ CNTT. 49 WD 36 DES. BASIN MD P. 002/002 Loc Block: Flllag: Subdiv. APPROVED WEU. LOCATION COUNTY -PI -MIN RICHARD SELINER SN 114 SE 1/4 Section 23 % NAWLEY FOSL.ER Twp 6 a R2ngo 89 w 6thP•M. P 0 BOX 564 CARBONDAL.E, CO 01623 DISTANCES FROM SECTION LINES 400 FL from South Section Lire 963-3001 PERMIT TO CONSTRUCT A WELL 2600 Ft from East Section Una NOT CONFER A WATER RIGHT 7. 1) This wag shall be used In such a way as to cause no maWel klpey to existing water rights. The Issuance at the peens does not assure the aWicaM that no Injury will occur to another vested water right or preclude another owner of a vested water right from seeking bagel In a dull court acabn 2) The construction d this well shag be In compliance with the Water Wall Construction and Pump Installation Rules 2 CCR 402.2, unlace approval of a variance has been graved by the State Board d Examiners at Water Weil Construction end Pump Installation Contractors In accordance with Rule 17. 3) Approved pursuant to CRS 37.92-M(3)(b)M(A) as the only wait an a tract 01 lard N 40 acres described as the SW 1/4 of fire BE 1/4 of Sac. 23, Twp. 9 S., Reg. 941 W. of urge 5th P.M- Firkin Courtly. 4) The use of ground water from this well Is limited to ordinary household pwposes inside three (3) alive fanny dwellings. Bre proteetlort, the watering of poultry, domestic animals, am livestock on (aria and ranches, and the Irtlgotbn of not over ons (1) acre of home gardens and lawns. 5) The maximum pun"V rale shag not exceed 15 WK 0) The return flow from the use dee wall must be Wtrough at IndMdual waste water disposal system of the ron•evaporative type where the water Is returned to tie same stream system In which the wag Is located. 7) This well shag be constructed not mora than 200 feet from the location specified on this pamk.�(JilV , 6/u? JL- Recelpt No. 033229��°�� tatty DATE ISSUED JUN O 4 1981 EXPIRATION DATE JUN 0 4 1994 April 8, 2008 02 Thunder Construction P.O. Box 4841 Aspen, CO 81612 Attention: Mr. Matthew Langhorst Subject: Percolation Testing Ranch Lake II 2020 Lewis Lake Road Pitkin County, Colorado Project No. GS05146-130 ImMea III RAI 111 0 • • I N C O R P O R• T[ O As requested, we have performed percolation testing in the area of the proposed individual sewage disposal system (ISDS) for Ranch Lake II at 2020 Lewis Lake Road in Pitkin County, Colorado. The center of the planned ISDS location was staked by others. Our field representative directed excavation of the percolation pits on April 3, 2008. The locations of the percolation pits (P-1 through P-3) profile pit (Profile) are shown on Figure 1. Graphic logs of the soil encountered in the pits are shown on Figure 2. Our field representative prepared the pits for percolation testing on April 3, 2008 and our field representative performed the tests the following day. Test results are presented on Figures 3 and 4. The percolation rate in P-1 was about 20 min/inch. However, we believe the rate from P-2 and P-3 is more indicative of the rate that will be observed for the ISDS. Our percolation test results indicate that the design percolation rate will be greater than 60 min/inch. We appreciate the opportunity to work with you on this project. If you have questions or we can be of further service, please call. Very Truly Yours CTL j THOMPSON, INC. Reviewed by: Edward R. White, E.I. John Mechling, P.E. Staff Engineer Branch Manager ERW:JM:cd (5 copies sent) 000038 234 Center Drive I Glenwood Springs, Colorado 81601 Telephone: 970-945-2809 Fax: 970-945-7411 ,1K1 a D CK Carbondale` k rI LEWISLAK 7 \ \ , :•I Thomaz Roal 4 \'`•.tr. . r ! I � I 1 � :t \'y 1 •i I 1 f'(d t� 'd\ '$. ' ^r .� k .\,"s',c� 't�.� •...\ \ � � � � \ � / � .l : f �` � l I � I 1 1 11.11 _' � I t " � ,x . y \ l i \ \,:.\ \ m • lei tt # 1 ," .` x,. �" �' ;�xi . I -_ \\ \ l \:'\ >. A v ��:,� �•• •� `Z� `�klewix like ., � � 1111.- 1 '' . : i ;► �} , ., i \\ 1 y .�-.� ff � \ \ :• '• \ ...� . \ - ' . .•. ,ti. •.. � �, 1.... 1, ,---.,._ m 4VFj � if�n { " � �'�..a+� k>r �' G* ��� � �-, '� �"A :r..:,. \, / \ .. - \ \ \ � . - / .. ' \ � � ,�• �. Y •Y I //j .• f 1 p NIA '�� a* � �x�s \ s ..e�i" >�PiF � r v, a 5: \. � � .! ^- \ '`` : ,• �•�. .� •'�. � ; . \ ,, . � -.. �\\ t i � .... ., _ • `. �• ••}. ':� � � I \ � 0 '4l 1,,k. Fk � l ED TONE I � _ � `� \ \ � •••. \ . �. \, / �'`�' s � 1 �, I( � ^ti:' ,.,. R@dStOnea ? * .f, �, •r�,x� �`� .:..-.-.o L_. \�., \ ---,, \ 1 I,.' ,,, ., �: •.• I' �• 1 I 11 \`,\L 1\ .i t•�, vt•,��,�i. I • 11 \ �r`" / \ 'S"-., r,'..._ 4 ...\ :\ \ .�..... \ .,,� � - . t .: I'•.-. \� \ `'. � i\ I\ '� � V :' 1 I '�"e "�"`S r h` ,.: �1 � 1111 ,� ����� � r •,r. ,:� �--� Y \ .-^ `"•.---_••--}//1�,, �` \ w (O �.�A \ '•., .,' t . / .r-•'�w.� • ' / �.'`�'• ..a I e`.^...r (,��Jj . 1 C .%• �'"� A .r' . 4 .y` A \ \ .. T.,, A \ „'�� y.�.-r . � �•'•... ... .. � • 1 � � / 1V A A\ � 1 F ,,,,1 .. A� ,...w' f', Cm, J V. �•� � � � \ \ VICINITY MAP PITKIN COUNTY, COLORADO \ 1. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE GARFIELD COUNTY ��c REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH ,.�'' \ \ ""`•-„�'^ - - ���\\\ ., ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE DRAWINGS. 13 THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH SPECIFIC DETAILS AS 13 Qj G E4VtWPE.� - `�\ y \\ C \ ARE REFERRED TO IN THE ABOVE MENTIONED REGULATIONS. f ' \� ,.._ "\.,.. 'F ��� 'Y.,. .: �,. 1: �'•...., � �� � \� � � �1 .y.� � 2. FLOW FOR LOT 1: PROP ER SUPPI�?l L� \ \`'.�. �� _�� `�.�.,� - A\ LI E ,� •., .rJ A \ 1 5 BEDROOMS * 2 PERSONS/BEDROOM • 100 GALLONS/PERSON/DAY IS: AtR RELE9SE VA VE V �.. �� �� .. _ 1 \ �• o �` �''•.� \ \\��� \�� DESIGN GPD - AVERAGE DAILY FLOW. � ESIGN FLOW = 1.5 "AVERAGE = 1,500 GPD (Q) y �;� SEPTIC TANK. MINIMUM TOTAL TANK SIZE: ` �f \ ~ UTO TIC .' Q ' 1 DAY/24 HRS x 30 HRS = 1,875 GALLONS 687 DIBU G VALVE �+QVADNEEX AX20 SERIES - !? \\\\\\ MINIMUM TANK STORAGE _ 0 GALLONS 5_ p SEE AIL SHEET- \- 2 00 1 y \ \ i \ I, t. � \ 1, \\ F• STANDARD ABSORPTION AREA: A �- 70 L.�', HDPE P OXI ` F \ \\ „ • _\ \\ _ -MAXIMUM DESIGN FLOW 1 \. \ Q (DESIGN) -'r ✓ ....,,� 6 O•^•\\� T P \ 'ab I \I -. - LL�HE ` \ ,., `� ; _.S^ \ TAN 1 - OQ GALLON SEPTIO,TAN THO BAFFLE �- 09b' AN APPLICATION RATE OF 0.95 G/SF/D 110, TANII?-2 - 1,000 "G ON RECIRC�QTION TANK / \ jC TANNK\3 - i,000 GALLON DOSING TA \\ \ ` / ' \ ' „ , 4� -,+� 0 O \ F''••, ', , \\\\\\\\ ` ` \ `� = 1� = 1,579 SF ( \ / f'� ___ '`- �~ '�.� \ \,�. \ \ 3 ~' 2.. M ��� `'�•'� \ \ \""' �\ 7 1 \ \� �; �. I... �` H "`--i ': \� ..� _.A� ••., \ \\\\\\ \ '' \ 3. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 f �� \ \ \ \ \ I ,, • 4d , • \ \ \ '�\ \ FEET ALONG THE HOUSE SEWER. \ 111 \1• � \ / ----HORSE/rte �� ,� `•. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL ��j��p 1 <\ SANITARY WE WATER TIGHT COMPONENTS, PRIOR TO THE ABSORPTION AREA, TRAINER-/ �` v �A% SLOPE MUA ^v TO PREVENT INFILTRATION. 1 ?• ARAN NED \ / (91 IRRIGATION DI ''�, A� 5. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW j o LANDSCAPING. l� i _ ' 4 _ l 1r Q / \ 200 'j t Q , • \s 6. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO PROPOSE \ \ I n �got " t \ �•'' �. A ! ,. \ �L /iNOUT 68 �'� A :gy°= 0 WITHIN ONE-HALF FOOT OF FINAL GRADE. c \ \ 7. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG •' � \ \ \ \ \ � � / .. --� - - .� \`•�\ \ i \\ \ � �t �;� q _ " •..\ � \`� AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. I 80 L.F. SDR -3 •,x.. £......r�\, \ ` 8. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM ABSORPTION 5 IN 2.0% LOPE c \ \ I � Y \ _' FIELD AREA USING DRAINAGE SWALES AS NECESSARY. J _ \� \ \\\ / 6680 - \ * \ \ \`•Y Qp n 00 ©, \ 9. PERCOLATION INFORMATION PROVIDED BY CTL THOMPSON, INC. \ � 80 ` \ ° 3 10. THIS DRAWING DOES NOT CONSTITUTE AN OWTS PERMIT PERMIT MUST BE r'"•• "'-- ``"- �'�� , A \ \, �- - - \ - - - `y �' OBTAINED FROM APPROPRIATE COUNTY OFFICIALS. h 1>, �` ` ENGINEER MUST OBSERVE CONSTRUCTED SYSTEM BEFORE BACKFILL %... A. s PROPw ED + CLEANOlT7 `\ _ 3 L=72.39 y3 l \n AND PROVIDE REPORT TO COUNTY. \ \ \ 11 �'•.. / - - _ �"�.,,^ \ ` '''- � \; � ' + , --- M � 11. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH / '••.p ,� � .,\� \ \ � '', ``. _----""� '`� •� c�j, of � 8 ��.,•--"'"1 OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS / \, 111 18\ AREA OF / •� /// \ \ OR FILTERS SHOULD NOT BE INTRODUCED INTO THIS SYSTEM. INFLUE CE \ \_`\\+ u. ,,, �� - 'j 1 1 �� •� 12. SITE PLAN INFORMATION FROM OWNER. \ LESS THAN 5.0 FEET.. ....... --- 13. INSTALL BLUEBOARD INSULATION OVER SEWER PIPE WHEREVER DEPTH IS RN i 1 i V \OPOS I l 1 1x -6813.25�� t 1 �; ✓'• Vv.. \1 EX TING ) r_...._ECREMOVED 1 1 \ %j 7�xl If 0 \ } -� *-2 \ v i V �+ 1 r / � PROP E � - � ---' J ' 6890 - \ \WATER �;� \ AN + ' r BED OF 1 1/2" SCREENED OWTS - PLAN VIEW EXISTING GROUND ROCK, 12" THICK SURFACE SLOPE TO TOPSOIL FILTER FABRIC DRAIN DRAIN TO 4 L0, O O q O z 3 1 6•, a N I �-- DISTRIBUTION LATERALS 4' MIN. TO BEDROCK OR WATER TABLE SAND FILL 16' WIDTH (TYP) 34' BASE WITH (TYP) EXISTING GROUND SURFACE TYPICAL CROSS SECTION N. T. S. ,1 It .. LOT 1W \ i 3 OWTS LOCATION OT II \ it / SAND. \ . VA LOT \\ LOT \\ \ 3W KEYMAP SCALE: 1" - 500' GRAPHIC SCALE 15 30 60 ( IN FEET ) l inch = 30 ft IIII I'I SAND FIMM SYS MI BPECFlCATIONB nl I� 1. GRASS, SHRUBS AND TREES SHALL BE CUT CLOSE TO THE GROUND SURFACE AND REMOVED FROM THE SITE, 2. THE EXCAVATED BED SITE SHALL BE TILLED TO A DEPTH OF 8 INCHES TO ROUGHEN THE SURFACE AND INCORPORATE THE VEGETATION, THIS CAN BE DONE WITH A PLOW OR CHISEL TEETH MOUNTED ON A TOOL BAR ATTACHED TO THE II} BUCKET OF A BACKHOE. 3. A LAYER OF SAND SHOULD BE PLACED ON THE TILLED AREA. PLACEMENT OF !4 THE SAND SHOULD BE SUCH AS NOT TO RUT OR COMPACT THE TILLED AREA. I ALL WORK SHOULD BE PERFORMED FROM THE SIDE SO AS NOT TO COMPACT THE TILLED AREA, 4. PLACE THE PROPER DEPTH OF SAND, THEN FORM THE SAND/GRAVEL INTERFACE AREA WITH THE AREA BOTTOM BEING LEVEL. 5. PLACE THE SCREENED ROCK (AGGREGATE) TO THE SPECIFIED DEPTH AND AREA. 6. PLACE THE PRESSURE DISTRIBUTION PIPE, CONNECT IT TO THE SEWER AND COVER WITH AGGREGATE. 7. COVER THE AGGREGATE WITH A GEOTEXTILE FILTER FABRIC. 8. PLACE A MINIMUM OF 12 INCHES OF SUITABLE SOIL COVER ON THE SIDES OF THE BED AND TO THE NECESSARY DEPTH FOR GRADING ON THE TOP OF THE BED. 9. FINAL GRADE THE BED AND SURROUNDING AREA WITH LIGHT WEIGHT EQUIPMENT SO SURFACE WATER MOVES AWAY FROM THE BED AND DOES NOT ACCUMULATE NEAR THE BED, 10. SEED AND MULCH THE ENTIRE EXPOSED AREA TO AVOID EROSION. LANDSCAPE WITH SHRUBS AND PLANTS AS DESIRED. 000039 ENGINEER'S CERTIFICATION PREPARED UNDER MY SUPERVISION SCOTT P. GREGORY, P.E. COLORADO NO. 41690 FOR AND ON BEHALF OF HIGH COUNTRY ENGINEERING, INC, 41690 x ww o- z -00 o Lod Ixz 0) 0 ODO u_O NUim ¢ljww Oa N zo N z ° �0 O o uNi°oz2p20 F -F O ((0 NOwo -iw 'l moj0 UU toJm00 U ¢ w= �O 8 GI U O 0- IL ai � �� d O ��jj� `/ N " P0 ODO V U r�r V C�3 n aw Z Z I..i (AN �l W u �O 8 GI iL*LiI WNU s Z iZ IW /' WO f7 WT z Of F a 'w Z Za a Za 0 a U m " T TIS 3: 0� NL. W 00 :D0 U) � � o 24 Z wC ZW F- LU I- [L 0 }. PROJECT NO. 2081014 OWTS-1 Table 6.28-1 j 0 w Minimum Horizontal Distances (in Feet) Between OWTS Components and Pertinent Physical Features Table 6.213-8 1- ��o~ 0O r w p�ZF Maintenance and Cleaning Frequency < (if OD o z°OORD a P j Q c aS A 0 00 N Z 4CjWw :3 I o E ® Type of Component Inspection/Maintenance Cleaned or Pumped z0 N z °EP2 I_, £ E c.' � Septic Tanks Every 2 Years Every 2 Years, or As J� b o wooz ° ab -2 . n 4 Needed �z OOD �wQo Cb E yy Vaults, Privies When Pumped At 80 /o Capacity _jw ,t m°>� C C (i;! Ui — C7 .� 'i1. a° .-- n1 NWQW d a ` ` ©� Secondary Treatment Systems; Every 6 Months Per Manufacturers ° fr-JMX� Absorption Trench, Advanced Secondary Treatment Recommendation ° U WZ) Absorption Bed, Sand Filter Systems; Other Manufactured Units (see exceptions below), 100 25 25 20 10 50l 25i1 501�i 15i' Absorption Areas Every 6 Months N.A. Subsurface Dispersal System, or Dry WellDosing or Pumping Chambers Every 6 Months Every 4 Years a. Lined Sand Filter 60 10 25 15 10 25 10 25 15 1 Constructed Wetlands As Specified by PE Designing the N.A. b. Unlined Sand Filter in Soil with a Percolation tool" 25 25 15 10 25 15 25 15 System Rate < 60 MPI New Technology Systems Every 6 Months or More Frequent Per Manufacturer's Lined Wastewater Pond 60 10 25 15 10 25 10r25 15 if Recommended b PE Recommendation Unlined or Partially Lined 100121 25 25 15 10 25 15 15 Wastewater Pond Dispersal System Using 100th 10 50 125 10 25 101`'15 Aerosol MethodsVault Pri 50 10 25 15 10 25 10 15 Septic Tanks, Package Plants, Dosing or Pumping 500) 10 25 5 10 50 10 50 15 Chamber. Vaults Building Sewer or Effluent 500) 10 2511 0 101`1 50t1I 100I 501" 15t'i Pipes {'i Crossings or encroachments maybe permitted at the points identified by this footnote, provided that drinking water or wastewater pipe is encased for at least 10 feet on each side of the crossing. Pipe of Schedule 40 rating or better must be used that has a sufficient diameter to easily slide over and completely encase the pipeline. Ridged end caps of at least Schedule 40 rating must be glued or secured in a watertight fashion to the ends of the encasement pipe. There must be a hole of sufficient size to accommodate the pipe in the lowermost section of the edged cap so that the conveyance pipe rests on the bottom of the encasement pipe. The area in which the pipe passes through the end caps must be sealed with an approved underground sealant compatible with the pipe used. '2) Add 8 feet additional distance for each 100 GPD of design flow over 1,000 GPD, unless It can be demonstrated by a PE or — qualified geologist that a mechanical or natural barrier will prevent contamination. If a PE or qualified geolog st-chooses to exercise this option, he/she shall submit to the Department a detailed written explanation (including all supporting calculations) that clearly and convincingly demonstrates why the additional 8 -foot setback distance for each 100 GPD of wastewater is not necessary. 522 REMOVABLE PVC CAP INSTALL MARKER IF CAP IS TO BE BURIED FINISF' 4" COU 4" SEWER 4" PVC BEND OUT ASSEMBLY SEWER CLEAN OUT DETAIL N.T S. -INISH GRADE 6 ROUND Y 61onx M GEOFLOW AIR VACUUM BREAKER (APVBK-1) SCH, 80 NIPPLE LENGTH AS REQUIRED BRICK SUPPORTS (THREE) PEA GRAVEL SUMP SECTION ADD INSULATION IN FREEZING CLIMATES 1" THREAD DIAMETER �— PVC PIPE AND FITTING 1" AIR/VACUUM BREAKER PLUMBED TO PVC Not To Scale 09-02 I G EOFLO W © I Ir �s zs N .. Z 0� r m � 0 :cs N i= m C= W . CERTIFICATION NDER MY SUPERVISION EGORY, P.E. 0. 41690 BEHALF OF ZY ENGINEERING, INC. 2,000 Gallon Septic Biofube Pump Package 1,000 Gallon Recirculation TANK DETAILS N. T. S. 1,000 Gallon Dosing IW mho (n � � d O U N .. Z 0� ~ V 0 On0a 0Z 0 W a ^WW pQO Z W0 Or i �Z N =Q WMA 0W �Wx Z o2 W �:� U) li. 6m WO �Q WIs 7M 7� W Z w Z a W 0 O PROJECT M V Z P a � w OWTS-2 W 0� NF 0 W U U) }W. �Z =Q Z wo ZW ❑U Z Z �� .. W 1- IL 0 PROJECT NO. 2081014 OWTS-2 00,0044, I t 000045 M001 0a M8 LINE TABLE LINE BEARING CENTERLINE - E IME 40'WID Li N55°1423"6 �a L2_ N 48°134019 I ACGES3'1 AND UTILITY ITY EASEMENT N 0'13'403'__ 6,67- 1.4 C1104.16' 3.90'. g ,/ FOR HE BENEFIT OF LO' 1W 3W 70.65' L6 N 32"29' EE 28,07- L7 I PER EC p512904 L6 S 63"16101" W 42.93' N3102607°E "6713"W 31.61' 00 N 08"5408" E -11.04' LN,,' S 21'32'5":"W 24.04'. L12 - 8 21'32'51' W 26.82' L13 869°18'48° W 28:66' 55.10' : N27°5121"E 54°40'05' 05� 111.37' P0099' S7tT 9893 N31°57 J1"E 31-5414" C8 8788' 200.00 40f 1 8698 N28°3327"E 5°07'03" ' 07 108.32' T 'w f8310' t 62°6W Q8 35026'1 51' N25°5742"W 0°0203" C9 1 : 150, - 51 AV s N12°0231"W 37°5225° Os6 4184' 40000 2094 41.82 NO3'53WE 6°89'33" 041..- 148:64' 400.00 75.18 147.78' N 09°44'34" W GRAPHIC SCALE C12 57.49' . 29.56' 56.70' N16°5927"E 321116" C13- 104.45' 155.00,54.30 .1B�.. 102:49' N 13°11'16"E 38°38'28" C1A- 116.85' 8q 00' I 98.68' N61°26'01".W 110°3756" : C16 48:69' .50.00' 26.47 4639' N BB°51'08"-W' 55°4746" 018 60:93' 50.00' 34:90 57.23'. N 26°02'32" W 69°421' 000045 M001 0a M8 LINE TABLE LINE BEARING LENGTH Li N55°1423"6 $7,05 L2_ N 48°134019 78:98' L3 N 0'13'403'__ 6,67- 1.4 C1104.16' 3.90'. L5. N 00°3118" E ' 70.65' L6 N 32"29' EE 28,07- L7 : N 06°0P'03' W 44.74' L6 S 63"16101" W 42.93' N3102607°E "6713"W 31.61' 00 N 08"5408" E -11.04' LN,,' S 21'32'5":"W 24.04'. L12 - 8 21'32'51' W 26.82' L13 869°18'48° W 28:66' 000045 M001 0a M8 CURVE TABLE " CURVE LENGTH I RADIUS TANGENT CHORD BEARING DELTA C1104.16' 10000' 573E 9954 NO2°2224W 59°41'36" E2 1883' 100.OQ 8.93' 9382 N3102607°E 7°55'25" G6 3454' 100ti0 1795' $4.37' N45°1738"E 19°47'34" 04: 87.26' 6000' oor 1 55.10' : N27°5121"E 54°40'05' 05� 111.37' P0099' S7tT 9893 N31°57 J1"E 31-5414" C8 8788' 200.00 40f 1 8698 N28°3327"E 5°07'03" ' 07 108.32' T 'w f8310' N 1000610" E 62°6W Q8 35026'1 51' N25°5742"W 0°0203" C9 99.15' 150, - 51 AV 97.38 N12°0231"W 37°5225° Os6 4184' 40000 2094 41.82 NO3'53WE 6°89'33" 041..- 148:64' 400.00 75.18 147.78' N 09°44'34" W C12 57.49' 10009 29.56' 56.70' N16°5927"E 321116" C13- 104.45' 155.00,54.30 102:49' N 13°11'16"E 38°38'28" C1A- 116.85' 8q 00' 86.70 98.68' N61°26'01".W 110°3756" : C16 48:69' .50.00' 26.47 4639' N BB°51'08"-W' 55°4746" 018 60:93' 50.00' 34:90 57.23'. N 26°02'32" W 69°421' C16 20.29 5022' 10,29 20.16' N 70°13'44" W 28°0902" -OR 25.35' 50.2792:95' 25.08` 583°44'08". �N i.. 2&"58 $ 000045 M001 0a M8