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HomeMy WebLinkAboutpitkin.eh.246536108003 (2006)(Cabin Bunkhouse)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. F] 6 Pitkin County Environmental Health & Natural Resources Department Permit for an Individual Sewage Disposal System 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 06012 Parcel ID # 2465-361-08-003 Type of permit New( X ) Repair( ) Addition/Remodel to House( Name of Owner Ranch II, LLC Cow Camp: Scott's Cabin & Bunkhouse Street Address 1650 Lost Basin Road Property legal description Bane Tract 3 Size of lot 502.95 Total square footage of the house Less than 2,000 Water source Private Well # of bedrooms in house # of offices, lofts & similar sized rooms in house Caretaker unit Detached Total square footage of the caretaker unit # of bedrooms in caretaker unit 2 # of offices, lofts & similar sized rooms in caretaker unit Designed for what # rooms (list) 5 FIVE Total = Three bedrooms in cabin + 4 beds in 2 BR Bunkhouse Designed by Church OWC, LLC Permit information Mailing Address P.O. Box 527, Wheat Ridge, CO 80034-0527 Perc rate 43 Profile hole depth loft Depth to groundwater or bedrock Minimum Septic tank capacity 1641 gallons Minimum Absorption area >10ft 1721 sf/30%red=1205sf Septic permit approved per compliance with the engineer design and specifications dated November 15, 2005 except for Figure 5 in the design which is not applicable in Pitkin County. Any changes must be approved by this department and the design engineerrp for to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The design is for one 2,000 -gallon two compartment concrete septic tank with an effluent pump in a Biotube pump vault. Effluent is pumped to an automatic distributing valve which distributes the flow to four beds, each bed with 3 rows of 11 Quick4 chambers for a total of 132 chambers. 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: w Date: ai O� Plans and specifications of the pro ed individual se ge disposal system h ve been reviewed and are considered satisfactory. Permission is herebi4fanted to the owner or the 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 withthis permit before the final approval will be issued. O 1 3t Final approval:_ r 4ADate: _� 0 0 PITKIN COUNTY 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 2%Nc H y� ITL Owner's Mailing Address i✓, City, State, Zip Pc N to gi I Business Phone: I ZS - R((G Home Phone: E-mail Address: GK Dural. (�IYI Primary Contact Person (all communication regarding this permit will go through this person) Name L )NA/IA/&H Company YA1-91601VSMV C170A1 l /UC— . Contact Mailing Address 6 -2 -?,o E, CODY LJWE City,State,Zip DFtAZr CC ?>1%7-1 Business Phone: Cell Phone: �J7� S� Fax:Z 2J?J74 ^ ClCunnrnq �irvl E-mail Address: /'ritirnrt'cnnSnw[I1a�', (t Parcel ID # (available from assessor's office at 9205160 or at www.pitkinassessor.org ) Building Permit # (if available) n 2 � Street address of property 1,(G 7U Legal Description: Lot ,Block Size of lot: acres. Total square feet of house < 2000 Caretaker Unit: Attached ( 2 IO 4;z_ 3 (p�_ 08 PR.p)K Filing Subdivision bklI Type of proposed structure: ITOU # of bedrooms (potential) in house 3 0 0 a Detached ( 2 ) 2 bedroom equivalent of 4 beds in bunk house Total area(sq ft) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for. New Home (x ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water. Private well( )( ) 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 application. 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. I 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 these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assumes full responsibility in case of failure of the system. Signature of app nt I Date I2--6-05- Received by Receipt # 7 Date l> 000002 Pitkin County Environmental Health Department Contact Log Sheet 000003 Parcel D•Address- � I�l�sl/frriRl�/fl��'1►,'. I1 � tom', �,_ &M WAMM ____ R LII ♦. t � ���ti�wTi�. � .����� __ Si MONTIPMAMaM ORM 07/101MININ MM __, IS W M� � 000003 0 0 Pitkin County Environmental Health Department Contact Loq Sheet 000004 ------------------------------ REASON F)O)R ERROR E-3) NONANEWERR LINE FAIL • • 0 ---------------------------------------- E-2) BUSY E-4 NO FACSIMILE CONNECTION PITKIN COUNTY ENVIRONMENTAL HEALTH 8t NATURAL RESOURCES DATE: 9/15/2006 Send to: AI Cunningham From: Alicia Gomez P. 1 C041CATION RESULT REPORT Phone Number: 920-5087 CC: Church & Associates • : : ( SEP. 15.20 11:08AM ) : x t O URGENT O REPLY ASAP FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED SEP.15.2006 11:06AM FILE MODE OPTION ADDRESS -------------------------------------------------- RESULT PAGE 619 MEMORY TX 9273 ------------------- 0_ K �2/2 ------------------------------ REASON F)O)R ERROR E-3) NONANEWERR LINE FAIL • • 0 ---------------------------------------- E-2) BUSY E-4 NO FACSIMILE CONNECTION PITKIN COUNTY ENVIRONMENTAL HEALTH 8t NATURAL RESOURCES DATE: 9/15/2006 Send to: AI Cunningham From: Alicia Gomez Fax Number: 927-3374 Phone Number: 920-5087 CC: Church & Associates Number of Pages, Including Cover. 2 I CC Fax Number: O URGENT O REPLY ASAP 0 PLEASE COMMENT O PLEASE REVIEW W FOR YOUR INFORMATION COMMENTS: Septic Permit #06012 for parcel 2465-361-08-003, owner Ranch II, LLC, has been finalized_ Please feel free to call 920-5070 if you have any questions. fax cover Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Sulte #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web Site w-aspenpitkin.com/ehnr 000005 CHURCH OWC, LLC CEI VED Onsite Wastewater Consultants SEP I i ?006 August 28, 2006 EV N& /ArcckANI rtNviH6 �1(RFHTgI Kaufman and Peterson, P.C., Attn: Gideon KaufmanRCES 315 East Hyman Avenue Aspen, CO 81611 Subject: Installation Observation, Scotts Cabin OWS, Permit #06012 Cow Camp -1650 Lost Basin Road Two Shoes Ranch (formerly Lost Basin Ranch) Pitkin County, Colorado Job No. 15405 Mr. Kaufman, As requested by Aspen Earthmoving, Church Onsite Wastewater Consultants, LLC (COWC) observed the installation of the OWS on June 16, 2006, August 9, August 10 and August 24, 2006. The OWS designed under Job No. 15405.02W, dated November 15, 2005 and revised December 19, 2005. The system includes the installation of a 1500 -gallon, two-compartment, precast concrete septictank with a biotube pump vault in the second chamber, which pumps effluent to the automatic distributing valve, from which effluent flows to four Quick 4 chamber beds. On June 16, 2005 the installation of the 1500 -gallon septic tank was observed. The tank receives sewage from Scott's cabin and the cowboy bunkhouse, as indicated on Figure 1. On August 9 and 10, 2006, the installation of the four part drain field was observed. Each section of field includes 3 rows or 11 Quick 4 Chambers for a total of 132 chambers. On August 24, 2006 the installation of the pressure sewer line from the tank to the automatic distributing valve, the automatic distributing valve and the observations pipes were observed. The components of the OWS design were installed in conformance with our plans and specifications. A licensed electrician must make final electrical connections. The construction foreman may activate the pumping system at his discretion. If there are questions or if we may be of further service, please call. CHURCH Onsite W406 °,t c6wtapts, LLC Edward 0. Churc p,�. '13172 d EOC �Nti � ; copies sent ��� opy to PCEHD, Attn: Nancy MacKenzie Harriman Construction, 0280 E. Cody Lane, Basalt, CO 81621 Aspen Earthmoving, ATTN: Rick Stevens, P.O. BOX 1090, Carbondale, CO 81623 P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 FAX: 720-898-3455 ILP►n U 4" SEWER LINE--- WITH CLEANOUT N130Y BATH / WITH 4 BEDS WITH 9 WER LINE X LET TIC NG VE )CALE " = 20' 1,,25" PVC H m JI.11S CHURCH OWC, LLC Onsite Wastewater Consultants AS BUILT LOCATION OF OWS Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. 15405 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. 1 PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name IParcel ID # House Size (sq. ft.) <2000 gpd (75 gpd, 100 gpd, or 130 gpd) 75 Number of Bedrooms in Main House ; 3 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit 2s Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit 0' (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 750 State Review Required? no Perc Rate 43 M 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 = 1721.3276 sq. ft. of absorption area required 111 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? QUICK 4 9_8 A= 860.66381 sq.ft. with 5o% reductionTRENCHR5 88 graveBess chamber units with reduction STANDARD A = 860.66381 sq.fr. with 50% reductionTRENCI-Ih5 56 gravelless chamber units with reduction EQ 36 54 EQ36 units in TRENCHES SETBACK FROM WELL # of feet = 125 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 75 SETBACK FROM DRY GULCH # of feet = 50 QUICK 4 9.2 1204.9293 sq h 30% reduction BED 131 chamber units with reduc. 1204.9293 sq ft 30% reduction BED 78 chamber units with reduc. 96 EQ36 units in a BED 0 CHURCH OWC, LLC • Onsite Wastewater Consultants November 15, 2005 Kaufman and Peterson, P.C. 315 East Hyman Avenue Aspen, CO 81611 Attn: Gideon Kaufman L] Subject: OWS Design, Proposed Guest Cabin (Scott's Cabin) & Cowboy Bunkhouse Cow Camp at Lost Basin Ranch, Tract 3 Two Shoes Ranch Pitkin County, Colorado Job No. 15405W Mr. Kaufman, As requested, CHURCH Onsite Wastewater Consultants (COWC) has prepared an onsite waste- water system (OWS) design for the subject site. The OWS design was prepared for Pitkin County (County) Individual Sewage Disposal System (ISDS) permit submittal. • SITE CONDITIONS • The property is located in a rural area in Pitkin County, where OWS are required. The proposed drain field area has a 5% slope to the northwest and has a moderate cover of native grasses. The guest cabin, a.k.a. Scott's Cabin, and cowboy bunkhouse will be served water by a well located 200+ feet from the proposed drain field. PROPOSED CONSTRUCTION A three-bedroom guest cabin having less than 1000 ft? of living area and a cowboy bunkhouse with less than 1000 fe of living area with four beds are proposed. The OWS was sized based on 3 bedrooms at 450 Gallons Per Day (GPD) for the guest cabin and 2 bedrooms (equivalent to 4 beds) at 300 GPD for the bunkhouse using Pitkin County Environmental Health Department (PCEHD) loading of 75 gallons per day per person. The sewage loading with a peak factor of 1.75 is 1312.5 GPD. This loading includes washing machines and a garbage grinder. SUBSURFACE CONDITIONS Subsurface conditions were exposed in a test pit excavated at the proposed drain field location. The excavation indicated 1.5 feet of clayey sand, underlain by cobbles in a clayey sand matrix to 10 feet, the maximum depth of the excavation. Ground water was not encountered. Percolation tests indicate percolation rates of 30 Minutes Per Inch (MPI) to 60 MPI. The average percolation rate is 43 MPI. Percolation test results are included as Figure 7. P.O. BOX 527, Wheat Ridge, CO 80034-0527 Voice: 720-898-3434 Fax: 720-898-3455 00000. • OWS DesT§n, Job No. 15405W, 11-15-05 Page 2 is RECOMMENDATIONS The proposed OWS includes the installation a septic tank with effluent pumping system and a gravelless chamber -bed drain field, at the locations presented on Figure 2. The OWS design is based on an average sewzige load of 750 GPD and a percolation rate of 43 MPI. The installation must include one 2000 lon, two-compartment, precast concrete septic tank with an effluent pump in a Biotube® pump vault, as indicated on Figures 2 through 4. The pump must have a total flow rate of 30 gallons per minute and total dynamic head of 27.9 feet. Pump specifications are included as Figure 6. Discharge Piping: The discharge piping from the tank to the drain field shall be 2 -inch diameter schedule 40 PVC pipe with solvent welded joints. The pipe must be installed so that drainage will occur between pump cycles. A minimum pipe slope of 1% is required. The pipe should be properly bedded per the typical trench detail presented on the design d71ings. Drain Field: A gravelless chamber -bed drain field in four sections is proposed. Each section must have three rows of 11 Infiltrator® Quick4TM chambers for a total of 132 chambers and 1214.4 ft2 of infiltrative area. The field should be constructed similar to the details on Figures 2 and 3. The drain field area should be protected from construction traffic. Vehicular movement over the drain field area during construction should be kept to a minimum to avoid compaction of the receiving soils. Dump trucks and other heavy rubber -tire vehicles are to be kept off of the proposed drain field area. All soils rutted by rubber tires are to be removed from the field area. • The surface of the field should be seeded after installation of the system. A seed mix, such as "Pasture or Prairie", is suggested. These mixes do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed over the field. INSTALLATION OBSERVATIONS The installation of the OWS is to be observed by the design engineer. Observations are required on the open -hole excavation and prior to final backfill. The open -hole observation should be performed prior to installation of dispersal gravel. The final observation should be performed prior to backfill, after placement of dispersal gravel and distribution pipes. Septic tanks and plumbing, as applicable, can be observed during either visit. Our office should be called to observe the installation of the OWS 24 hours in advance. Installa- tion observations, OWS redesigns, restaking of drain fields or additional site visit requirements in addition to those required for this design, are not included with this design and will be at an additional fee per the service agreement and/or fee schedule. OPERATION AND MAINTENANCE The owner must realize an OWS is different from public sewer service. The owner must also be aware of, and assume responsibility for, ongoing maintenance of the system. In the absence of a monitoring program, the septic tank should be pumped every two years or more frequently if needed. Effluent filters and screened vaults, as applicable, are to be cleaned at the time of • pumping or as needed. There are daily considerations such as not putting plastic or other non - biodegradable materials into the septic system. Garbage disposal use should be minimized to reduce the frequency of pumping. Water use must be monitored so toilets are not allowed to 000010 • OWS Desii n, Job No. 15405W, 11-15-05 Page 3 • run when seals malfunction. To illustrate the point, a running toilet can use in excess of 1000 GPD, which may flood and irreparably harm the system. We caution against the installation of a water softener. The hydraulic loading from the back- wash of a water softener is detrimental to an OWS and a separate drywell should be construct- ed for the backwash waste, if a softener is installed. No landscaping or plastic can be used over the field, which will reduce performance of the field. Chemically treated water from a swimming pool or spas should not be introduced to the OWS. 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. Floor drains should not discharge into the OWS. LIMITATIONS An OWS design requires installation by a contractor who is experienced in its installation. Our investigation, layout, design, and recommendations are based on data submitted. 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, we should be notified to evaluate the effect of the changes on the OWS. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction and other specifications not depicted in our report are to conform to the requirements of the regulations. The installer of the system is to be approved by the County, and is to have demonstrated knowledge of the ISDS regulations and requirements. • If you have questions or if COWC can be of additional assistance, please contact us. L� Best regards, CH Edv Attachments 2 copies sent 3 copies to Poss Architecture, ATTN John Ott 605 East Main Street Aspen 81611 TWO SHOES RA COW CAMP PITKIN COUNTY, ER Onsite Wastewater Consultants •Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 Voice: (720) 898-3434 Fax: (720) 898-3455 000012 NBOY BATH / WITH 4 BEDS 3 -BEDROOM GUEST PARTIAL SITE PLAN AND LOCATION OF PERC HOLES ARAGE /SHED IF -AT LOCKER) O P3-3 • PRO -3 EXISTING REVISION DESCRIPTION \A :SIGNED BY:EOC ,AWN BY: ERB IECKED BY: E0C DATE: 11/2005 PROJECT NO. 15405 FIGURE NO. 1 4" SEWER LINE 11TH CLEANQUT s"kN \\,,WITHCLEANOUT PARTMBNT PVC PUMP INE JST BE SC 40 UNDER DRI AREA IN FOUR GRAVE LESS - CHAMBER BEDS. EA H BED JH T HAVE THRE ROWS'OF FILI RATOR QUICK4(TI 0 A TOTAL OF GHAMBERS. AUTOMATI D TRIBl1TIN ICK4(T VC HEADERS //COWBOY BATH/ _ ---- U OOM WITH 4 BEDS OB ERV ION/ LOW NSF , V N YP.) SPLI R AS NO WELLS MAY BE LOCATED WITHIN 125 FEET 3-BEDRO G ES B OF PROPOSED DRAIN FIELD CHURCH OWC, LLC NO REVISION DESCRIPTION DATEENGINEER: LOCATION OF PROPOSED OWS DESIGNED BY:EOC Onsite Wastewater Consultants DRAWN BY: ERB •Onsite Wastewater Engineering - Geological Engineering CHECKED BY: EOC DATE: 11/2005 P.O. Box 527 Wheat Ridge, Colorado 80034-0527 PROJECT NO. 15405 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. 2 TYPICAL PLAN VIEW - N4f. • 2" PI FROM PU LINE TO ADDITIONAL SPLITTER BASIN AND TYPICAL CROSS—SECTION — N.T.S. • 4' 4" P 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP iNFILTRATOR(R) QUICK4(TM) CHAMBERS, 3' X 4' M,,, 3' MIN. EXTENT OF EXCAVA CALCULATIONS AND SPECIFICATIONS DESIGN CRITERIA STRUCTURES: 3—BEDROOM GUEST CABIN, <2000 SF LOADING = 3 x 2 x 75 GPD BUNK ROOM WITH 4 BEDS LOADING = 4 x 1 x 75 GPD TOTAL LOADING = q = 750 GPD PERCOLATION TEST = t = 43 MPI AREA = (1.75 X q X sqrt t)/5 =\1721.3 SF mk 30% REDUCTION FOR CHAMBER— T KCIHES, = 1205 SF CHURCH OWC, LLC Onsite Wastewater Consultants Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 80034-0527 Voice: (720) 898-3434 Fax: (720) 898-3455 SCARIFY SURF TOTAL — FOUR BEDS FLOW SPLITTER BASIN FOR GRAVITY FLOW EFFLUENT TO TRENCH n SLOPE FOR DRAINAGE 1.5 "MIN. BED SPECIFICATIONS NUMBER OF BEDS = 4 LENGTH OF EACH BED = 66 FEET, 11 CHAMBERS WIDTH OF EACH BED = 9 FEET, 3 CHAMBERS TOTAL NUMBER OF CHAMBERS = 132 CHAMBERS TOTAL AREA — 1214.4 SF TION/VENT PIPES (TYP.) TOTRENCH W3 SIDE VIEW s2 FIeERGLAss LID WRN ICH 03 icH,ra JI C I we olscHnAcs FwE T WC WFLUENL FROM 4 A.D.V. TREATMENT UNIT SPECIFICATIONS TOTAL MINIMUM CAPACITY — 1.75 X q X (30 HOURS/24 HOURS) = 1641 GALLONS DRAIN FIELD DETAILS RECOMMENDATION: ONE 2000—GALLON, TWO—COMPARTMENT, CONCRETE SEPTIC TANK WITH BIOTUBE(TM) PUMP VAULT IN THE SECOND COMPARTMENT EHGWeWR m"B DESIGNED BY:= CHECKED JOB NO, 15405 FIGURE 3 Typical Seotic Tank Diagram with Effluent Pumping System 2000 -Gallon, Two -Compartment, Precast Concrete Septic Tank with Effluent Pump O Fiberglass Gasketed Lid with O Stainless Steel Bolts O O Conduit Seal S­�/Z—PVC Riser with Grommet(s) C,,1 Slope Ground Conduit to (bond to lank adopter with Away from Riser Control Ponel recommended adhesive) PVC Splice Box with Cord Grips Discharge Assembly Flexible Hose Effluent Discharge Inlet Tee Weep Hole Tank Adapter (cast or bolted) Liquid Level o — Level Control 4 Float Assembly DISCLOSURE: THE PRESIDENT OF CHURCH do ASSOCIATES, INC. IS A SHAREHOLDER OF SCG ENTERPRISES, INC. WHICH IS A LOCAL DISTRIBUTOR OF ORENCO SYSTEMS, INC. PRODUCTS. Check Valve (optional) Vault Inlet Ports Flow Inducer OSI Effluent Pump Filter Cartridge Drain Port BiolubeO Pump Vault ELECTRICAL REQUIREMENTS I ONE 230 -VOLT, 15 AMP CIRCUIT FOR PUMPS 115 -VOLT, 10 -AMP CIRCUIT FOR CONTROLS CHURCH OWC, LLC ENGINEER: Onsite Wastewater Consultants SEPTIC TANK CROSS-SECTION DESIGNED aY: Fes, DRAWN BY: fffi Onsite Wastewater Engineering - Geological Engineering CHECKED BY: E—go P.O. Box 527 Wheat Ridge, Colorado 60034-0527 JOB NO. 15405 Voice: (720) 898-3434 Fax: (720) e98 -s455 FIGURE NO. 4 • • 0 0 THE DISTRIBUTION VALVES OR THE SURGE,TANK CONTROL FLOW OF EFFLUENT TO EACH SECTION OF THE FIELD. WE RECOMMEND THAT ONE SECTION OF THE FIELD BE CLOSED AT ALL TIMES TO ALLOW DRYING OF SEGMENTS OF THE FIELD TO EXTEND�,tTHE LIFE OF THE FIELD. THIS CAN BE ACCOMPLISHED BY SEQUENTIALLY ROTATING T4V VES EVERY SIX MONTHS. 2" PVC LINE FROM PUMP CHAMBER I I INSTALL MANIFOLD LEVEL TO IST SECTION "TEE" 2" LINES TO SECTIONS TO 2ND SECTION El 90 DEGREE ELBOW Onsite Wastewater Engineering - Geological Engineering P.O. Box 527 Wheat Ridge, Colorado 800340.527 Voice: (720) 898-3434 Fax: (720) 898-3455 ON TO 3RD SECTION ® 2" BALL VALVE ETC. TO 4TH SECTION DISTRIBUTION VAL 0 0 o Pump Selection for a Non -Pressurized System C=) O f—' Design Flow Rate 30 gpm Distributing Valve Model 4402 Lift to Discharge 10.0 feet Transport Length 105.0 feet Transport Line Size 2.00 inches Transport Pipe Class/Schedule 40 Discharge Assembly Size 1.25 inches Flow Meter None inches 'Add-on' Friction Losses 0.0 feet Head Loss Through Distributing Valve 11.6 feet Head Loss in Transport Pipe 1.6 feet Head Loss Through Discharge 4.5 feet Head Loss Through Flow Meter 0.0 feet 'Add-on' Friction Losses 0.0 feet Total Flow Rate 30.0 gpm TDH 27.9 feet v m m 2 U E c T F° - Job No. 15405W - Cow Camp Figure 6 Net Discharge, gpm D ca Orenco Systems' Incorporated 814AIRWAYAVENUE SUTHERUN, OREGON 97479 18 TOLLFREE 18001349.990.3 TELEPHONE 15411459440.9 FACSIMILE 15411459-7894 www.orenEoxom • • • CHURCH OWC, LLC Onsite Wastewater Consultants Percolation Test Result DATE OF TESTS: 9/30/2005 Hole Hole Length of Water Depth Water Depth Drop in Water Percolation No. Depth Interval at Start of at End of Level (in.) Rate (min./in.) in. min. Interval in. Interval in. P-3-1 28 80 6.00 7.50 1.50 30 3.75 4.75 1.00 30 4.75 6.00 1.25 30 6.00 6.50 0.50 30 6.00 7.25 1.25 30 7.25 8.00 0.75 30 8.00 8.75 0.75 40 P-3-2 24 80 6.50 10.50 4.00 30 4.50 6.25 1.75 30 6.25 8.50 2.25 30 8.50 9.00 0.50 30 9.00 9.50 0.50 30 9.50 10.00 0.50 30 10.50 11.00 0.50 60 P-3-3 19 80 6.50 8.00 1.50 30 2.75 3.50 0.75 30 3.50 5.00 1.50 30 5.00 6.00 1.00 30 6.00 6.75 0.75 30 6.75 7.50 0.75 30 30 7.50 8.50 1.00 AVERAGE 43 Profile: 0 to 1.5 feet Topsoil Sand, clayey, moist, dark brown 1.5 to 10 feet Cobbles, sandy clayey, dense, moist, brown to tan No free water JOB NO. 15408 Cow Cam - Guest House Scott's Cabin SITE 3 FIGURE 7 000019 ., 0 Blot rpm i • 0 0 000020 poss ARCHITECTURE + PLANNING I � oWY ruu II-llOf i[AMRSEi TWO SHOES COW CAMP CARETAKER CABIN 1110104f BISN 0.MD 9RtlN Nl.T'IT,WIOMCO O 9o9ni IIMAp U19AJ W14W owu 11199?9Al�tlAl l9dy 99FIRIR REVISED MMN LEVEL PLAN scans CABIN A-111 0 �j 000021 —. posy ARCHITECTURE + PLANNING IM 312M 9 ffA TWO SHOES COW CAMP CARETAKER CABIN .u'JmR lw LOST WN RM WIf1YNlMYMLO mP yam 1110[CI.P ]f19.W�9Wl mBHL 1f19Ag016VMIIQAq >IQIImE REVISED LOWER LEVEL PUN SCOTIS CABIN A-110 loaf m•�a>e�..• l l r _-r _ \ £M'sw ELEc)P vAuLr L ------------------------ �— �l� l�� • ` Ea+mw^ s£_n�mrr/P.roNE watt O : ------ /P.iOMTFD WATER WELL ~ .• Pfl GEED Porrl WATER L/Nf / PROMS£O 2' rOBCE MAIN SANITARY SEW& DVE NM PROPOSED. SEWER VNE / PR MSFD N?MYWofAuer —TQ PoIW5 _ FUTURE D&nOPEMENT - NOT FOR PERM/( sE�A�>r Eucmrc : RNOArE ,A,Es -.�. 1 • _. � \, .. PAOPoSfO SFDWENr LAYIROI. F£NGIAZ _.. - _.—%—x— --- --': •. r PROPOSED :VUNCAPON DRAINI6E 06cHlROf [ME -- -.. pp..... - ' _ t .,• . _. .. \ 1r_ ____ _ _ ____ ___ ___ cnm'Ar. ` SiGPAIEN \ �•' - _ �/ - s+� ,i. ,. .. t�_x 1 �X� i �.'� -�:-' aE. -$ -- an°n ff.Vwur�i LW E�isnuc rr 9TRVCiAVE ( EX7TNO AS N CROtE l+ r //'` / .' ... Il < „µ 1 (IO K l IJ i '• ~ ... ,Y 1 (R£(pGrEO) I� 1 \\\ .. . ! / ��: /fir,' Weao•_� � J '� -- - _- ..,. _. \ ...' i l ` • £xrsrnns auw I �W/:I M£ACOW zy' r: fA a/SINN' ASPEiI i:PoLi ,; - w, A i '; uaw[/srco ----------------- J t }_x_ PRp4RD NEit SPIE (WAI (OIfYrFi \. �•6 l L' -UPPER MFAg9W AMMW am EVAOM 26&78 f a 1 i SCHMUESER GORDON MEYER AEM6a art w » RG eBAAiC-re �y I I B w. Om STIIEET. Sufi[ 200 r art aen IeL.M4W.a a 6,wN.r cW r r{p hom ey.' T[8 I PERMIT V OLENwooD6PRM9l.COLODUD81601 TWo Shoes COW Camp Schematic Utility CI 9 SET V (070)945-1004 FAX (070) 945-6948 Aa 71 01 05 SCMMUFSER ON MEYER ABYC"I'GB� .C(970) 025-0727 Caretaker Cabin Plan j Ase , fiw ( (970) 34-05366 ' 'R 4 E s 1 • EnW !22M9M=— M' €00022 000023 """^ 0 0 posy ARCHITECTURE + PLANNING I or.f •• TWO SHOES COW CAMP MAINHOUSE - CABIN smrrs craw imo�afrwnw vono PR•TIQWMY,m1AMW 1 rY M6lm sstvm favor ow Rf uwmoacw�me.v mumu E%ISTWO MAP] LEVEL PLAN MAINHODSE.0 BIN A-101 i 2. 9111411 , mir CD C=) C N STATE ORCOILORADO BOARD OF EXAMINERS OF WATER WELL CONSTRICTION AND PUMP INSTALLATION CONTRAC+ Division of Water Resourcesit 1313 Sherman Street, Room 818Denver, CO 80203 /� Cp'` Phone(303)866-3581 February22, 2006l1rCf RECEIVED FAX (303) 866-3589 Bill Owens http://www.water.statc to.usrboe A •�}f '�i(�js Governor 4AR 0 ` —70% Russell George Executive Director. DNR R Scott Fifer Igesource Engineering, 10,(- Hal D. Simpson, P E. Secretary Ranch Ii, LLC Resource Engineering, Inc. 909 Colorado Avenue Glenwood Springs, Colorado 81601 RE: Request for Approval of Plans for Construction of a Gallery -Type Well, Well Permit Application Receipt No. 9502429, SE '/a of the SE '/< of Section 36, Township 8 South, Range 88 West, Sixth P.M., Pitkin County Request No: 2006-025A Dear Mr. Fifer: A request for approval of plans for the construction of a gallery -type well was submitted to this Office on February 21, 2006 by your consultant, John M Currier of Resource Engineering, Inc. The request has been reviewed for the Board of Examiners of Water Well Construction and Pump Installation Contractors. The request is specifically for approval of plans to construct a gallery -type well as required by Rule 10.4.12. Pursuant to Rules 10.4.12 and 18, and the authority granted by the Board, the construction plans are approved subject to the following conditions: 1. The gallery -type well shall be constructed in accordance with the plan and diagram submitted, except as modified herein. 2. Precast concrete rings are approved for use in the construction of the well. The casing shall extend at least one (1) foot above the finished grade. 3. The casing lid and manhole cover shall have water -tight seals. 4. All entry into the casing for water lines and electric wiring shall be through watertight seals. 5. The drainpipe shall be covered with flap valve or screen to prevent the entry of insects, reptiles and rodents. 6. All electrical work, if required, shall comply with applicable standards and requirements of Rule 11.5.1. 7. Native clay and backfill material must be compacted to a density equal to or greater than that of the surrounding soil. TIMOTHY L DECKER, Montrose; JOSEPH T. BENDER, Arvada; JEFFREY K. CANFIELD, Fod Morgan, GREG NAUGLE. Denver X100025 0 0 8. The ground surface must be properly graded to provide positive drainage away from the well head. 9. The well must be constructed in compliance with the disinfection standards provided in Rule 15. 10. The well must be constructed by a licensed water well construction contractor or by the owner with equipment both owned and operated by the owner. 11. The well shall be located at least 50 feet from any septic tank or sewer line and at least 100 feet from any leach field as required by Rule 10.2.2. Construction of the well closer than the minimum distances specified herein will void all provisions of this approval. 12.An annual water quality test is recommended. Owner and contractors are also advised that Rule 6.6 of the Construction Rules requires that the construction comply with any federal, state, county, municipal or local government laws, regulations or codes that are more stringent than these Rules, including distance requirements from sources of contaminants, or contain standards not covered by these Rules. Approval of this request does not relieve the owner of potential responsibility or liability in the event contamination of the water source results from construction, nor does the grantor assume any responsibility or liability should contamination occur. If you have any questions, please contact this office. Sincerely,, el/Z Michael P Schaubs, P.G. Senior Geologist, Geotechnical Services Branch Division of Water Resources cc: Well Permit File '000026 0 0 Form No. OFFICE OF THE STATE ENGINEER GWS -25 COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldq_, 1313 Sherman St., Denver, Colorado 80203 13031 303 866 3581 APPLICANT LIG WELL PERMIT NUMBER 267803 DIV. 5 WD 38 DES. BASIN MD Lot: 3 Block- Flings Subdiv: BANE TRACTS LOT 3 RANCH II LLC C/O R SCOTT FIFER RESOURCE ENG 909 COLORADO AVE GLENWOOD SPRINGS, CO 81601- (970) 945-6777 APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 SE 1/4 Section 36 Township 8 S Range 88 W Sixth P.M. DISTANCES FROM SECTION LINES 570 Ft. from South Section Line 720 Ft. from East Section Line UTM COORDINATES (Meters,Zone:13.NAD83) 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 ensure 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 37-92-602(3)(b)(11)(A) as the only well on a tract of land of 40 acres described as the SE 1/4 of the SE 1/4, Sec. 36, Twp. 8 South, Rng. 88 West, 6th P.M., further identified as Parcel 3, Bane Tracts Lot 3 division of land, Pitkin County. Physical well address: 1650 Lost Basin Drive, Carbondale, CO 81623. 4) The well shall be constructed and maintained in accordance with variance no. 2006-025A, granted by the Board of Examiners of Water Well Construction and Pump Installation Contractors on February 22, 2006. 5) The use of ground water from this well is limited to fire protection, ordinary household purposes inside not more than three (3) single family dwellings, the irrigation of not more than one (1) acre of home gardens and lawns, and the watering of domestic animals. This well is known as: Cow Camp Spring/Well. 6) The pumping rate of this well shall not exceed 15 GPM. 7) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 8) This well shall be constructed not more than 200 feet from the location specked on this permit. NOTE: Monitoring/Observation well, permit no. 266830 was previously Issued for this same 1/4 1/4 Section. NOTE: Parcel Identification Number (PIN): 49-2465-361-08-003 NOTE: Assessor Tax Schedule Number: R018819 (totaling 502.95 acres) / O 2� St�/JOG APPROVED DMW ip V . State 000027 0 5' DIAMETER MANHOLE RINGS (TYP.) --COMPACTED SANDY CLAY ONE BACKFILL— I FILTER - FABRIC (TYP.) 3/4" WASHED ROCK (TYP.) — 1/2" WIDE PERFORATED SLOTS IN 5' DIAMETER MANHOLE RINGS IN BOTTOM 5' 1' 0 1' WATER TIGHT MANHOLE COVER SET V ABOVE FINISH GRADE, MIN. GASKET FINISH GRADE GRADE TO DRAIN AROUND MH EXISTING GRADE 4" 0 PVC SCH 40 DRAIN TO DAYLIGHT. PLACE END OF PVC IN 6" DIP. INSTALL FLAP VALVE ON DIP. REL. ELEV. 87.5 3"0 PVC SCH 40 (GASKET JOINTS) TO COW CAMP rDATE: 01/17/06 Jim rvumncn: ai .z.n CHECKED BY: JMC SCALE: 1" = 4' we c+naw..awsar�rwr.wr- ESOURCE TWO SHOES RANCH SHEEP COW CAMP INFILTRATION WELL (WO) WYQIII.fIiI (YNR Y16 -I I31 000028 HARRIMAN CONSTRUCTION, INC. 280 E. CODY LANE BASALT, CO. 81621 (970)927-1161 (970) 927-3374 - Fax TO: PITKIN COUNTY ENVIRONMENTAL HEALTH 0405 CASTLE CREEK ROAD ASPEN, CO 81611 920-5070 0 LETTER OF TRANSMITTAL 3/6/06 JJOB NO: LLC RANCH ATTENTION: NANCY MCKENZIE RE: TWO SHOES RANCH - COW CAMP CARETAKER CABIN 1650 LOST BASIN ROAD WE ARE SENDING YOU: ■ Attached O Under separate cover via O Shop drawings O Prints ■ Plans O Samples O Copy of letter O Change order O MECEIVED MAR 0 6 2006 W7KINCOUNTV HEALTH 8 NATURgESOURCES the following items. O Specifications COPIES DATE NO. DESCRIPTION 1 1/3/05 UT -101 Utility Plan 1 11/2/05 Location of Proposed OWS 1 2/22/06 4 Pages Well Permit & Infultration Gallery Variance ■ For approval O For your use ■ As requested O For review and comment O FOR BIDS DUE REMARKS: COPY TO: 000029 call. O Approved as submitted 0 Approved as noted O Returned for corrections O 20 O Resubmit copies for approval O Submit copies for distribution O Return corrected prints SIGNED: Al Cunningham c 4" SEWER LINE WITH CLE 'NOUT 4" CLEANOUT //COWBOY BATH / OOM WITH 4 BEDS L 2 " PVC PUMP INE MUST BE SC 40 UNDER DRI AR8A IN FOUR GRAVE ESS- CH,�MBER BEDS. EA B D MUT HAVE THRE ROWS�F II 1 FIL RATOR QUICK4(T1 CH 0 A TOTAL OF CHAMBERS. ( AYTOMATI D TRIBUTIN ION/ C HEAD SPLI W / NO WELLS MAY BE 3-BEDRO G ES B J LOCATED WITHIN 125 FEET J OF PROPOSED DRAIN FIELD -14 / . CHURCH OWC, LLC NO REVISION DESCRIPTION DATE DESIGNED LOCATION OF PROPOSED OWSU'j CEIVED -DRAWN D BY:ERB Onsite Wastewater Consultants RAWN BY: ERB Onsite Wastewater Engineering - Geological Engineering CHECKED BY: TOC DATE: 11/2005 P.O. Box 527 Wheat Ridge, Colorado 80034-0527 MAR 0 6 7009 PROJECT NO. 15405 Voice: (720) 898-3434 Fax: (720) 898-3455 FIGURE NO. 2 000030 HEAL „ ....,..._..,.,,nL,ES FEB. 1.2006 10:03AM HARRIMRN CONSTRUCTION mBmmm■m=s■FRESbUFRCE Bosom EN .mm■ E N G I N E E R I N G I N C Nn.493 P.3 Mr, Dwight Whitehead January 17, 2006 Colorado Division of Water Resources Division 5 PO Box 396 Glenwood Springs CO 81602 RE: Domestic Exempt Well Permit Application, Ranch 2, LLC (Lost Basin Ranch) Water Division 5, Water District 38 Dear Dwight: Enclosed please find a well permit application for the Ranch 2, LLC (Applicant) along with the requisite fling fee, a letter designating R. Scott Fifer as Authorized Agent and a drawing of the proposed well construction. The Applicant seeks a variance from the Water Well Construction Rules, pursuant to Rule 16 of said rules, to construct an Infiltration gallery well. A variance is sought as a test hole at the site drilled as a conventional well in conformance with the Water Well Construction Rules proved inadequate in both quantity and quality. The proposed construction of the infiltration gallery well is shown on attached sheets 1. The construction methodology is similar to that shown as examples D and E on page 29 of the Water Well Construction Rules. Precautions have been taken in the design to prevent contamination of the ground water resource Including; 1) placing compacted sandy clay over the producing zones, 2) providing a watertight manhole cover set 1 foot above grade, 3) providing water proof joints In the manhole rings and 4) ensuring that there is positive surface drainage away from the infiltration gallery. The Applicant respectfully requests that a variance be granted and a permit issued to allow construction of the well as designed. Sincerely, RESOURCE ENGINEERING, INC. /d" oh,n.Currier, P.E.Waer Resources Engineer JMC/jmc flle:974-3.2.8 Enclosures CC: Charles Miller Gideon Kaufman, Esq. Jim Gohery Consulting Engineers and Hydneloglets 000031 RECEIVED FEB n 1 2006 PITRdi CC0TY ENYIRONMEtITAL HEALTH FEB. 1. 2006 10:e4RM HARRIMAN CONSTRUCTION DEPARTMENT OF NATURAL RESOURCES 1313 SHERMAN ST., RM 818, DENVER, CO 80203 phone - Info: (303) 866.3587 main: (303) 866.3581 K�SIDENTIAL N=; Also; uba this femtoapply for livestock watering Water Well Permit Application Review Instructions on reverse side prior to completing form. The form must be completed In black Ink. 1. Applicant Information Noma of appliaalt ... Ranch Il, LLC, c/o R, Scott Fifer Resource Engineering, Inc. Maune$darea6 - 909 Colorado Avenue cry slaw Zip cods Glenwood Springs CO 81801 _ TelophmC a- (970)945-8777 2. Type Of Application (check_ applicable boxes) ® Construct new well ❑ Use existing well ❑ Replace existing Well ❑ Change or Increase use ❑ Change source (aquifer) ❑ Reappllcaton (expired pol Other 3. Refer To (it applicable) Well Fermu+ - wa,erdOlANr� Decigmle]aen;n OeNrin nyoonR -YIM n$eie�� �----- - I . _. --...._...- ._._. _—__ county pn.;n lwaw E Iw e TWm6Mp ...-fact ' .(1enPa .6mW___i Ikiil�pa�Ylalli••••. 36 8 ❑ E 8-8 ❑ E_, Blh dfilence mwe0 ham 6aC�Cn fines leecuononef m,ry..�r Ml Topt.N6ne-'1-��-M�_ 570 Fomm ❑ N E 5 .. 720_. Fol repwcemant visits ixdY- aeanCe and 4mreen Irameld web b Ilewwea feel __.... ...___ _ �...._-..- dk*CW Wen leco6on ee]reas fit appa»ej optional: cps 4I1 location Inio,malie/l in UfM termer RcquRed setting$ for OPS units are as "Dw6: ranNl rr931 be UTM Zane M61 ee13 Nenhing un'lsa "W Melem Oli Taei be NAD37 icgNU3) un't Im,6t de fiat W Vw rwnir Ee$tice were as ne e6'eaged7 ❑Yea ❑ ND A.You must check and complain one of she following: ❑ Subdivision: Name Lot Block Filing/Unit ❑ County exemption (attach Copy of aour7ry apPmvei & survay): Nanrl Lot 0 ❑ Parcel less then 35 acres, not in it subdivision, attach a dead with metes and bounds d esuiption recorded prior to June 1, 1972 ❑ Mining Claim (dnachacdPY el me dead or run'aYl: Namil P' Square 40 we parcel as described in Item 4 Parcel of 35 or more acre@ piwcn f mems — uvndf dacacum Or wrvwl ❑ Other laaech metes a bwrme aesAplion or survey end erppening document) S. d of sew m p3rcN C. An you ine ti d of lhw peaaln 40 Eyes ❑ NO bl ro - eN InNudhee) D. We and be ire oMy well on Inl6 pprtl7 ®YEe ❑ NO, of no' Ilii other eels) E. ewle PPIee•! IDe(apllore r 000032 Office Use Only N0.493 P.3 Form GWS -44 (612000 660 Instructions to determine use(a) for which You may quality ❑ A. OroinarY on household use in e single-famlly dwelling (no outside use) ® 6. Ordinary household use in 1 to 3 single-family dwellings: Number of dwellings: 3 E Home garden/lawn irrigation, not to exceed one acre: area irrigated �= ® sq. R. Cl acre ® Domestic animal watering - (non-commercial) ❑ 0. Livealook watenng (on farm/ranbn/range/pasture) ate --I AN" Oalalt Y he wl"@ Mdumum pumpins late acre-feet 15 Spm i 8 20 heart : Alluvium .- _ _.._... ... bWndO.6ea q(i - water aeNlCe Was? OYES 0 NO H 9. Type Of Sewage System E Septic lank / absorption leach geld ❑ Central system: District name: ❑ Vault: Location sewage to be hauled to, ❑ Other (attach copy of englneenng design Ono recon) gfhe making d fabs statements herein constitutes perjury in the second degree, which Is punishable as a class 1 misdemeanor pursuant to C.R. S. 24.4.104 it 3)(a). i have read the statements herein, know the contents thereof anti state that they are vue to my knowledge. ow ��7�aell79"" //r7/as ..... autt�oe sloe. J4w i�ep wne Aeealpl Wee only 1 i WE WR CWC@ TOPC WUR Bob DN_- WD! &A_ MD FEB. 1.2006 10:04AM S DIAMETER MANHOLE RINGS (TYP.) HARRIMAN CONSTRUCTI COMPACTED jSANDY CLAY li>11E BACKFILL - FILTER-=�fI FABRIC (TYP•) 71-1 3/4" WASHED - ROCK (TYP.) 1/2' WIDE PERFORATED SLOTS IN V DIAMETER MANHOLE RINGS IN BOTTOM 5' DATE: 01n7/06 1 0U1 RESOURCE 6NOiNGRA�•�o. ,NC. n rnia r • �� w•a . ww 000033 1' 1' NO. 493 P.4 • WATER TIGHT MANHOLE COVER SET V ABOVE FINISH GRADE, MIN. GASKET FINISH GRADE GRADE TO DRAIN AROUND MH L- EXISTING GRADE 4"0 PVC BCH 40 DRAIN TO DAYLIGHT. PLACE END OF PVC IN 8" DIP. INSTALL FLAP VALVE ON DIP. REL. ELEV. 87.5 3"0 PVC BCH 40 (GASKET JOINTS) TO COW CAMP 2.5 I CHECKED BY. JMC I SCALE: 1" _ 4' mm TWO SHOES RANCH SHEET AMP INFILTRATION WELL 1 r '- OSHEET KEYNOTES 1. COORDINATE REROUTING OF FOUNDATION DRAINAGE PIPING AND ASSOCIATED DRYWELL WITH SGM. (CURRENT SEPTIC AND DRAINAGE PLANS ARE UTILIZING THIS SAME AREA FOR PIPING). VERIFY REQUIRED PIPING CLEARANCES WITH CHURCH & ASSOCIATES. 2. ROUTE PIPING IN THIS AREA AROUND GENERATOR. DO NOT ROUTE PIPING BENEATH GENERATOR — UNLESS SERVING GENERATOR. PIPING LEGEND SYMBOL DESCRIPTION C1 CONTROL OR ALARM MONITORING CONDUIT: 0.75—INCH C BURY 2'-0" TO TOP MINIMUM G1 'ROUNDING ELECTRODE: 1.5—INCH C BURY 2'-0" TO TOP MINIMUM). DR1 DISCHARGE DRAINAGE: 4—INCH C 4SEE GRADING DRAINAGE & EROSION CONTROL PLAN). FOUNDATION DRAINAGE PIPING. 4" PERFORATED PVC (DEPTH CED AND SLOPE VARY—SEE SGM DRAINAGE & EROSION CONTROL SITE PLAN) HCE1 'HOLY CROSS ENERGY PRIMARY ELECTRIC SERVICE CONDUIT: 4—INCH C (BURY 4'-0" TO TOP MINIMUM) LPG LP—GAS PIPING: 1—INCH (BURY 4'-0" TO TOP MINIMUM). Pt WELL HEAD POWER CONDUIT: i—INCH C 'BURY 2'-0" TO TOP MINIMUM P2 SERVICE ENTRANCE POWER FEEDER: 2—INCH C BURY 2'-0" TO TOP MINIMUM EE)DOWER BRANCH CIRCUIT 0 SEPTIC PUMP: 0.75—INCH C BURY 2'-0" TO TOP MINIMUM P4 'OWER BRANCH CIRCUIT TO CONDENSING UNIT: 0.75—INCH C BURY 2'-0" TO TOP MINIMUM SEC1 SITE SECURITY CONDUIT: 4—INCH C BURY 4'-0" TO TOP MINIMUM SEC2 SECURITY CONDUIT FOR GENERATOR ALARM MONITORING: 1—INCH C BURY 2'-0" TO TOP MINIMUM -OW—LEVEL SENSOR RACEWAY FROM IRRIGATION TANK & SECS DRY HYDRANT TO SECURITY SYSTEM: 1—INCH C (BURY 3'-0" TO TOP MINIMUM) SP1 SPARE CONDUIT: 4—INCH C (BURY 4'-0" TO TOP MINIMUM) SANITARY SEWER PIPING: 4" (BURY 3'-0" TO TOP AT SSt BUILDING EDGE AND SLOPE AT 2% TO SEPTIC TANK AND LEECH FIELD) TELL TELECOMMUNICATIONS CONDUIT: 4—INCH C BURY 4'-0" TO TOP MINIMUM WW1 WATER WELL PIPING: 1—INCH OD BURY 7'-0" TO TOP MINIMUM poss ARCHITECTURE + PLANNING 605 EAST MAIN STREET ASPEN, COLORADO 81611 (T) 970/925 4755 (F) 970 / 920 2950 Consultant SPECTRUM 175 South Maw Street, Suite 300 Salt Lake City, Utah 84111 801.328.5151 800.678.7077 FAX 801.328.5155 www.spectrum-engineerscom Issue: 01-03,05 PROGRESS SET TWO SHOES COW CAMP CARETAKER CABIN SCOTTS CABIN 1650 LOST BASIN ROAD PITKIN COUNTY,COLORADO O NORTH PROJECT NO: 2519.00 #02000 DWG FILE: 38-UT-IO1.dwg SHEET TITLE UTILITY PIPING PLAN PCs$ AND ©2006 ARCHIECCTURE AAND061ATSINO, PC THE INFORMATION AND DESIGN INTENT CONTAINED ON THIS DOCUMENT IS THE PROPERTY OF BIILPOSS AND ASSOCRTES, ARCHITECTURE AND PLANNING, P.C. NO PART OFTHIS INFORMATION NAYS E USED VATHOUT THE PRIOR WITTEN PERMISSION OF BILL POSS AND ASSOCIATE$ ARCHRECNRE AND PLANNING PC BILLPOSSAND ASSOCIATES, ARCHITECTURE AND PIAANING, P.C. SNAIL RERN ALL COMMON LAWSTAMCRY AND OTHER RESERVED RIGHTS. INCLUDING COPYRIGHT THERETO. 1S