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HomeMy WebLinkAboutpitkin.eh.264324401003 (2002) (OWTS 3)REPLACE PERMIT # 02033 Permit # 02085 Type of permit Name of Owner X IIID MITI IMIA Ihll IIN III��I AI fllll SII IINSILVIA DAVIS PITKIN COUNTY _v R 0. 00 Pitkin County Environmental Health Department Permit for an Individual Sewage Disposal System 0405 Castle Ck Rd, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Parcel ID # Addition to House Two Mile Ranch Family Trust -- ACTON RESIDENCE Street Address 3460 Woody Creek Road Property legal description Sec. 23 & the S1/2 of Sec. 24, T9S, R85W of the 6th PM Size of lot Water source # of bedrooms in house Caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by Mailing Address Perc rate 18 Total square footage of the house 3500 475372 Page: 1 of 1 11/27/2002 12:16P D 0.00 # of offices, lofts & similar sized rooms in house 1 studio room Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit THREE (3): Master Bedroom, Guest Bedroom, Studio Permit information Church & Associates, Inc 4501 Wadsworth Boulevard, Wheat Ridge, CO 80033 Profile hole depth 8 ft Depth to groundwater or bedrock +8 ft Septic tank capacity 1313 gallon minimum Absorption area See engineer design Cnmments Septic permit approved per compliance with the engineer design and specifications dated August 29, 2001 fo an experimental Drip Irrigation System . Any changes must be approved by this department and the design engineer prior to them being made. This permit replaces #02033 which was to serve two home. Requirements in Section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution #99-34 for Experimental Drip Irrigation Systems. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Design is for one 2000 gallon two-compartment concrete septic tank with an effluent pump, an AX20 Advantex treatment unit, and a lift station with dual alternating pumps to a drip field. The drip field is in three sections each with four lateral lines, each line 100 feet long. A signal device is to be installed in a conspicuous location to provide visual and audible warning to the user in case there is mechanical failure. This department does not endorse any brand of products. 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. Permit approved by: '� - Date: d �`' - Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the 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. utu, 1. 2002 As -built drawings must be included with this permit before the final approval will be issued. �� j PITKIN COUNTY Installer: 1,�� (\\tel[ 1" `� �� ENVIRONMENTAL HEALTH Final Approval: \:r�k 1��JW� Date: Septic permit approved per compliance`with the engineer design and specifications dated Nov tuber 9, 2001 for an experimental Drip Irrigation Systb�n. The system is designed to serve two 3 -bedroom residences: Acton and S. Wyly. This permit is for the ACTON Residence ONLY. Any changes must be approved by this department and the design engineer prior to them being made. A "tank only" permit will be required for the S. Wyly Residence. Requirements in Section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution #99-34 for Experimental Drip Irrigation Systems. Minimum horizontal distances between components of the system and ph ical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of p ducts. This permit must be kept on- site during installation. The engineer must do a final inspection of the instal tion 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. Permit approved by: Date: C� Plans and specifications of the pr�fposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted 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 with this permit before the final approval will be issued. Installer: Final inspection approval: Date: `,a _ u C .ti m Lf N m ° Pitkin County Environmental Health Department C"a m m Permit for an Individual Sewage Disposal System W 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 cD rn , Phone 970-920-5070 / FAX 970-920-5077 a o m n 1-003,`-�l-i7o Permit # 02033 Parcel ID # 2643- Type of permit New Name of Owner Two -Mile Ranch OWS 3 - Lot 5 ACTON & S. Wyly Street Address 3448 Woody Ck i > Property legal description F Size of lot 54.474 acres Total square footage of the house 3133 Water source Community/Public Water System -� # of potential bedrooms in _3+3 �N Caretaker unit na Total square footage of the caretaker unity # of potential bedrooms in caretaker unit Q Designed for what # rooms (list) 6 SIX: Acton Residence 3 Bedrooms;` sidence 3 Bedrooms �� ACTON Residence is considered 2 BR's and a Future 3rd bedroom. Art Studio is not considered a potential bedroom. Permit information Designed by Church & Associates 4501 Wadsworth Blvd Wheat Ridge 80033 Perc rate 18 mpi Profile hole depth +8 ft Depth to groundwater or bedrock +8 ft Minimum Septic tank capacity 1313 ea residence Minimum Absorption area drip irrigation ' Comments Septic permit approved per compliance`with the engineer design and specifications dated Nov tuber 9, 2001 for an experimental Drip Irrigation Systb�n. The system is designed to serve two 3 -bedroom residences: Acton and S. Wyly. This permit is for the ACTON Residence ONLY. Any changes must be approved by this department and the design engineer prior to them being made. A "tank only" permit will be required for the S. Wyly Residence. Requirements in Section 4-20 of Pitkin County ISDS Regulations must be met and must be in accordance to Resolution #99-34 for Experimental Drip Irrigation Systems. Minimum horizontal distances between components of the system and ph ical features shall conform to the Pitkin County ISDS regulations. This department does not endorse any brand of p ducts. This permit must be kept on- site during installation. The engineer must do a final inspection of the instal tion 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. Permit approved by: Date: C� Plans and specifications of the pr�fposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted 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 with this permit before the final approval will be issued. Installer: Final inspection approval: Date: `,a _ PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTE N1 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5077 Name of OWNER ;J,� ddLE �hNLi F/+M�L T kuS T Owner's Mailing Address City, State, Zip 300 Crescent Court, Suite 1000 ness Phone: ?, y/ 51 Dallas TX 75201 Home Phone: - - - -- --- Primary Contact Person (ail communication regarding this permit will go through this person) Name j .— j n� Com an F : Contact Mailing Address 1.7 5. City, State, Zi 5 P i0 9/("// Business Phone : Cell Phone: - Uy/ Fax: E-mail Address: J'spu lj',I gf- Parcel ID # (available from assessor's office / a at 920-5160 or at www.aspen.com/assessorn `� - _ _ • _ _ - _ . Street address of property ;i4/Z'0 4,gohY c: �tK Gorr ��Elc t -SUN N)y Legal Description: Lot Block Filing Subdivision Size of lot: acres. Type of proposed structure: )gm&5 Total square feet of house S" # of bedrooms (potential) in house Caretaker Unit: Attached ( ) Detached ( ) Total area(sq. ft.) of caretaker unit # of bedrooms (potential) in caretaker unit Permit is for: New Home (Y) 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 $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $65 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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 Aspen/Pitkin 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 applicant Received by G:\eh\isds\isdsa Date Receipt # Date ("3. s� ref. c�G rti r 7 PITKIN COUP ENVIRONMENTAL HEALTH DEPAI IENT APPLICATION FUR INDIVIDUAL SEWAGE DISPOSAL bYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5077 Name of OWNER MU -E, NC �11f I� fi f� 1 T Ti��IS i. zC Owner's Mailing Address C F -CSCE= T CT -TIF- oc)c) tN-AS --YX -75-2- Business S`Business Phone: ' -42- -- i i I i Home Phone: `2-70` 22--G-70 E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name 6�y FE-ACH Company $'r✓AC t i`! V 0 N NA \ i A -l_ -L-C-- Contact LCContact Mailing Address -71-5 vj MAS i N S ST E_ 3CyZE CO e)1 b 1 j Business Phone: 92-15- 347" Cell Phone: 3-79-17Z-0 Fax: E-mail Address: (�E . Co Parcel ID # (available from assessor's office at 920-5160 or at www.aspen.com/assessors Street address of property Legal Description: Lot Size of lot: 54.ft4 acres. ,Block 26:>4 3 24-4-- 0 l a o-3 O ,Filing Type of proposed structure: ,Subdivision - T\N C> m k L --F- 12NN� O WS Size of bldg. envelope: O.O AC- 4 O Total square feet of house 4- ADO '3t5 00 # of bedrooms in house # of offices, lofts & similar sized rooms in house Nil\ _ 4 Caretaker Unit: Attached ( ) Detached ( ) ; Total area(sq. ft.) of caretaker unit # of bedrooms in caretaker unit # of offices, lofts and similar size rooms of caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition ( ) Emergency use ( ) Water: Private well ( ) Spring ( ) Stream ( ) Community/Public Water System W If community system: Name of system The fee for a ISDS application is $330 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $65 per hour will be charged. The maximum fee is $1000. The basic fee of $330 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 Aspen/Pitkin 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. Dt Signature of applicant Date -5 - 2 't- Received by ,��/y� Receipt # Date - q G:\eh\isds\isdsapp\isdsapp.doc; i �f Pitkin County Environmental Health Department Contact Log Sheet 0 CHURCH & Associates, Inc. ENGINEERS & GEOLOGISTS February 24, 2003 BEACH Environmental LLC Attn: Seth 715 West Main, Suite 304 Aspen, Colorado 81611 Subject: Installation Observation TWO MILE RANCH, OWS #3 Pitkin County, Colorado Job No. 13288W Gentlemen, RECEIVED MAY 1 0 2004 PITKIN COUNT ENVIRONMENTAL HEAL7: As requested it lI h ' bt (OWS) for the subject site on February 19, 2003. The system was designed under our Job No. 13288W, dated November 9, 2001 and revised on ; The system includes the installation of Wo 29#J10n,.tw t/precast concrete septic tank with a 4 t, at i . N4 an +,,MT XW w20 }od„ end in a separate PVC pump basin.'. was installed in 4 sections. The drain field was installed to fit topography and to preserve native vegetation. An as -built drawing is included as Figure 1. The pump line had not been connected and electrical connections were not completed at the time of our site visit. The construction foreman may activate pumping system at his discretion. The components of the OWS were installed in conformance with our plans and specifications. Sincerely, CHURCH & Associates, Inc. Timothy R. Petz Project Manager TRP/erb 2 copies sent via FedEx Reviewed by 3172 X., Edward O. Church, P. Fti.�,____,,•f Copy to PCEHD, Attn: Nancy MacKenzie Copy to: Fenton Construction, ATTN: Pat Fenton, 117 South Monarch, Aspen, CO 81611 DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 www.geo-church.com 303.463.9317 Fax: 303.463.9321 Toll Free -1.877.248.3123 TWO MILE RANCH, OWS #3 S23, T9S, R85W PITKIN COUNTY, COLORADO AIR RELEASE VALVE 2" BALL VALVES E f 2" PURE CORETM PUMP .LINE WITH AIR RELEASE VALVE AT HIGH POINT / APPROXIMATE HOUSE LOCATION 2560 SF OF INFILTRATIVE AREA INA 4" SEWER LINE - - SHALLOW TRENCH DRIP IRRIGATION FIELD HAS CLEANOUT ONE 2000 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH EFFLUENT PUMP AND AN ADVANTEX TM TREATMENT SYSTEM FOLLOWED BY ONE LIFT STATION PVU WITH DUAL ALTERNATING PUMPS TO DRIP FIELD. AS -BUILT DRAWING 2/24/03 FIGURE 1 n - F •I -Ems . • � a!• �� it ® c ��} r •. ��.,�R"fit , � or Aft f � qt ^R ` j - a ,0*. R� i } r woo Ry. a ew. w jr ' Feb' 07 03 09: 56a, P. 1 ? z, 4501 Wadsworth Blvd_ Wheat Ridge, CO- 80033 Loveland 970-V63-2124 FAX 970-663-2181 CHURCH & ASSOCIATES9 INC. Phone: 303463-9317 Fac 303463.9321 '?�O w cm, c�onl TM L� From 1 - date: Faac No. rm 0 urgent 0 gor Review 0 As Requested 0 Meese Reply CC: Fax: Fax: Fax: NAN4Ci 7,0 T,cLc��,��Nc- b'F ?c�2C }}tLt Use Nei" ��so�i-tNt S ) v s C wjAti"Eo --t-D l, -'E EP YOU L N 'T kAE . PAGES INCLUDING COVER SHE C Ct.NkAt LNTS o M ` Feb'07 03 09:56a P•2 pm= mrM D o rn _ �mm moo m x so �,a mDo w� mr- r� i C l = o � p M. r LD G7 T1 Z 440 Zzo �Q� i gip ' r„ 0 Z ' r -no- m _ _ =Dz m0 j >$o OpO . V 3og mDv U)F Z Z Z O > - - ---- - - - ..._ X 3 _ l y gm D 3 n -0Z cn M> 4 i5 o?� r z.,., m �-<o `/ ; m -n m IQ Ql rn m n 4`4t\ '� ' m co c f ------ - n _.... -- - STEVEN ONGER °oma' O1" ""°� ARCHITECTS TWO ,�. MILE 21 JAN 03 OWS#3 Rev 4 ,•oxis+4se�e RANCH woos C7* � i'=50' STK ,s��0W2 Tim Petz, 08:37 AM 02/10/2003, Re: Two -Mile Ranch To: "Tim Petz" <tpetz@geo-church.com> From: Nancy Mackenzie <nancym@ci.aspen.co.us> Subject: Re: Two -Mile Ranch Cc: Bcc: Attached: I got it, but just put it in a pile... This is for the Acton House. That hillside looked like there were no surprises, so I dont think 50 feet will make a difference. I'm ready for a vacation, but to where it is warm. --We took the xmas lights off the sailboat and put the mast down a week ago. It really made me want to be on the boat someplace where it was WARM... enjoy your vacation! At 09:47 AM 02/07/2003 , you wrote: I sent you a fax on the 24th of Jan. regarding a re -location of drain field. bout 50 feet east of original location. I am going to work on design today. Just wanted to make sure you got it, and didnt have comments. I sent it again, just in case. Thanks Nancy, 11 more working days, and I am off to Brussels/Amsterdam/ Timothy R. Petz 970-948-5803 Western Slope, www.geo-churcli.com Printed for Nancy MacKenzie <nancym@ci.aspen.co.us> CHURCH & Associates, Inc. August 29, 2002 BEACH Environmental LLC 715 West Main, Suite 304 Aspen, Colorado 81611 Subject: Revised OWS Design Two Mile Ranch, OWS 3 Pitkin County, Colorado Job No. 13288W Gentlemen, ENGINEERS & GEOLOGISTS fi L 70A1 As requested, this report presents a revised Onsite Wastewater System (OWS) design for the site. Our firm investigated subsurface conditions on October 31, 2001. The initial OWS design, dated November 9, 2001 should be discarded to avoid confusion. These revision accounts for the elimination of building envelope 5 in the design of the OWS. SITE CONDITIONS The investigated site includes building envelope 6 at the Two Mile Ranch as indicated on Figure 1. The subject site is located in a rural area where OWS are required. The slope at the proposed drain field is 13 percent to the east. There is a moderate cover of native grasses at the proposed field location. PROPOSED CONSTRUCTION The site to be served is building envelope 6, which is 0.4 -acre in size as presented on Figure 1. The building will have 3 bedrooms. Specific plans for the building envelope were not provided. The property is served by surface water centrally treated and distributed. The total average daily sewage load is 600 gallons per day (GPD) as presented in TABLE I below per Pitkin County Environmental Health Department (APEHD) regulations. The peak design loading is 1,050 GPD. TARTY, L SUMMARY OF WASTEWATER LOADING STRUCTURE AREA, SF BEDROOMS AVERAGE q, GPD PEAK Q, GPD 0.4 Acre Envelope <6000 3 600 1050 TOTAL n. a. 3 600 GPD 1050 GPD This OWS design is proposed to include advanced treatment at the request of the owner. The drain field is proposed to be located west of the 0.4 -acre building envelope. A distance of 102 feet is required between the field and wells per PCEHD regulations and 52 feet to creeks for a 1050 GPD wastewater flow. Based on the proposed construction, all setback distances can be met. DENVER 4501 Wadsworth Boulevard Wheat Ridge, CO 80033 CASTLE ROCK 303.660.4358 EVERGREEN 303.816.1455 303.463.9317 Fax: 303.463.9321 LOVELAND 970.663.2124 WESTERN SLOPE 970.948.5803 Revised OWS 3 Design Job No. 13288, 8-29-02 Page 2 The owners have requested that PVC pipe not be used in the proposed construction at the property. ABS pipe has been substituted for PVC in specifications. In several details we have not changed the PVC description, but we have requested PVC components to be substituted with ABS. SUBSURFACE CONDITIONS Subsurface conditions were investigated by excavating a test pit and four percolation holes, 31 to 36 inches deep, at the locations indicated on Figure 1. Subsurface materials consisted of 2 feet of topsoil underlain by slightly clayey, silty sand with cobbles to 4 feet, underlain by sandy, clayey silt with gravel to the maximum depth explored of 8 feet. No ground water or bedrock was encountered during the excavation. The percolation test indicates rates from 13 to 27 minutes per inch (MPI). The average percolation rate is 18 MPI. Percolation data is included as Figure 6. EXPERIMENTAL DRIP IRRIGATION SYSTEM The proposed drip irrigation (shallow trench) OWS has been authorized for use as an experimental OWS in Pitkin County. Therefore, as a part of the permitting procession, the property must agree to comply with additional conditions that are not typical of other OWS permits in Pitkin County. These conditions include: a) the applicant must commit to follow recommendations of the Department and the design engineer, and terms of the permit, b) a backup drain field system and location should be included as apart of the design, c) an annual monitoring and reporting of soil saturation levels with results provided to the Department for first 5 years of OWS operation, and d) the site must be reviewed for solar and wind exposure. Monitoring of the OWS is discussed in the Operation and Maintenance section of this report. The site has been reviewed found suitable for installation of a drip -irrigation OWS. A backup drain field system for a low-pressure drip -irrigation drain field can consist of either an ETA bed or a chambered drain field. Twelve shallow trench drip irrigation systems have been installed and are performing properly in Pitkin County, so we do not anticipate problems with installation or performance of the OWS. It is our understanding the experimental status of drip irrigation OWS is being reviewed by APEHD staff. We have discussed the status of this site with them and hopefully conditions presented above will not apply to this application. Typically drip irrigation systems are installed where there is poor percolation. Because good percolation rates were found at this site a backup drain field design was not prepared. There are 3500+ successful drip irrigation. OWS operating in Colorado. RECOMMENDAITIONS The results of our investigation indicate an OWS can be installed at the location presented on Figure 1. The OWS design is based on an average daily sewage load of 600 GPD with an advanced treatment system and a drip -irrigation drain field. One 2000 -gallon, two-compartment, precast concrete septic tank with a pump in a BiotubeTm pump vaultCor similar product) and an AX20 AdvantexTM unit, must be installed at the building envelope. A high water alarm should be installed. The pump details and specifica- tions are on Figures 2 and 3. Discharge to the drain field is via a pump vault unit (PVU) with dual pumps Similar to a recirculating sand filter, the AdvanTexTM system provides treatment of organics, (total suspended solids and BODS) and nitrate reduction using effluent recirculation through a textile media -filled pods. The AdvanTexTM units treat the effluent before being discharged to the drain field by a dosing -pump. A service contract is recommended for operation and maintenance of the advanced treatment system. Revised OWS 3 Design Job No. 13288, 8-29-02 Page 3 This design includes the installation of 2400 square -foot drip -irrigation field. The drain field installation should include 3 sections (8 ft by 100 ft each) as presented on Figures 1 and 5. The drip irrigation field con- figuration can be modified to fit the topography with approval of our office. The trenches should be backfilled to re-establish the original slope. The installation presented on Figure 5 is based on the use of a back -hoe. The surface of the drip irrigation area should be seeded after installation of the system. A native seed mix available at seed stores should be used. 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. We will verify field depth, separation distances and subsurface conditions. The septic and recirculation tanks are to be installed with risers on the tanks. The inlet and outlet connections should be properly bedded. Other components such as Advantex�'m units, effluent filters or pumping systems, as applicable, should also be observed at that time. OPERATION AND MAINTENANCE The AdvanTe)Cm treatment system is sold as a package that includes component installation and two years of operation and maintenance. We recommend an operation and maintenance contract exist at all times with a certified AdvanTexTM maintenance company. During the first month of operation, the system is to be observed to ensure proper control settings and system "start up". Subsequent to system "start up" a semi-annual observation is to be performed. During the semi-annual observations, septic tank sludge and scum accumulation is to be measured and septage pumping arranged as necessary. The treatment system components are to be cleaned in accordance with the manufacturer's recommendations. Effluent quality is to be observed to confirm a clear, odorless effluent is discharged to the drain field. The dosing system is to be observed to verify its operation. The surface area over the drain field is to be observed for indications of effluent surfacing. Liquid levels in the field are to be measured and recorded. The owner must realize an OWS is different from public sewer service. The owner must 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. Effluent filter and screened vaults, as applicable, are to be cleaned during pumping. There are daily considerations such as not putting plastic or other nonbiodegradable 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 run when seals malfunction. To illustrate the point, a flowing toilet can use in excess of 1000 GPD. An additional 1000 GPD loading may flood and irreparably harm the system. We caution against the installation of a water softener. The hydraulic loading from the backwash of a water softener is detrimental to an OWS and a separate drywell should be constructed 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. ORevised OWS 3 Design Job No. 13288, 8-29-02 Page 4 As a part of the experimental permit, there are conditions imposed by the PCEHD. The differences from other installations are the requirements for monitoring of the installation of the drip -irrigation system. These may be required because of a prior experience in Pitkin County with experimental systems. Drip-imgation systems have been installed in Pitkin County and there have been no problems. We anticipate the annual reporting will be a requirement for five years and the cost is estimated to be $200 per year if the experimental status is required. LIMITATIONS Our investigation, layout, design, and recommendations are based on data submitted. If conditions dif- ferent 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 wastewater system. All construction is to be in accordance with the ISDS regulations. Pipe type and size, burial requirements, septic tank construction, and other specifications, which are not depicted in our report, are to conform to the requirements of the ISDS regulations. The installer of the system is to be by an experience installed and is to have demonstrated knowledge of the ISDS regulations and requirements. If there are questions or if we can be of further service, please call. The project manager is Tim Petz. Sincerely, CHURCH & Associates, Inc. Timothy R. Petz, Project Manager EOC/trp 5 copies sent by FED EX Revi( Edw, Copy to: Pitkin County Community Development, ATTN: Suzanne Wolf 130 South Galena Aspen, CO 81611 Copy to: Fenton Construction, ATTN: Pat Fenton 117 South Monarch Aspen, CO 81611 t.s lip 7L Ai— STANDARD BACTERIOLOGICAL WATER TEST AWN CONSOUDATED sANrrA-nom DISTRICT M SEFIM CENTER DRIVE ASPEN, COLORADO 81811 (m) m7m PMTS miAld SaA*Lomfian V..,W40'-Aj SAMPLE TAM: DATE (0/441 nmt alop, "..wLo,rTA1J2 -OR AL MINTY 0—UGA —.P - I k; 11 - SAMPLER --13-4 14 FIESIOU II OOMWUMTY SUPPLYAOtMNE DISTRBLFnoN SYSTEM SUPPLYI I W)NCXAOAJNM CW4,X SAMPLE i I PROCESS WATER OTHER PUI= RAW ( ) GROUND (4 WRFACE PRIVATE SPECIAL PURPOSE SAMPLE -WM IF ALL 99UMATION IS NOT SUPPLIED, IM SAMPLE WILL BE DISCARDED, REMARKS: RETURN TO ADDR12M W, - CITY -STATE L11 SEE INSTRUCTIONS ON BACK PAGE - ?" $a REVERSE FOR TIME LUTATIOW, SAMPLING INSTRUCTIONS AND DEFINITIONS. WF 7m Am" --fie —I--- MFmaRw FILTER DIRECT 0 VERIFIED FECAL ABSENT PRESENT COUNT: 1) GDU LAURYL SULFATE BROTH OLLINSU FOR TEST Q Lid c ML - 24 48 mpN COLIFORmh RESULTS WITH ONE OR MORE CCOUPORMS PERIOD ML INDICATE NON-COMPLIANCZ WITH MINIMUM DRINKING WATER STANDARDS 86ud !UZ;:qL 40-9-unr !8LUL9F,60L6 !A;TTTOO� J8:Pm9;5ufA OSOV :As ;uos N G. 0 i O r N 0 0 z O 00 .....i.... `... 1 .. ` N 6 -.. J m i i i .i E � i. Z : .2 i Z O p � !p L t d a �- R � E� m v N _V = m '- N G. wi `(Hal) PeeH oiweuAa moi i a�'i d ayi CL c c f -5 N N � N w ;a 65w y U o d > LL o E o r- 0) � � c CL y LL c 'm Q7 t�6 N c F- a o D C Q Q a ti w w w w w 0 i O r N 0 0 O OD O 00 .....i.... `... 1 .. ` N 6 -.. J i i j..... i.... i.....i....J i i i .i E i i. too .2 i N~ O 7 �= O p LL !p L t d a R � N _V = R U �=Q.M CL WL'INo LO (14 M O N 1 i 11 4) ll 14)l i i i i f6 P ill N b a iii E d i i P U-3, M l7 M CL 7 M Go N pq t9f rPn o O wi `(Hal) PeeH oiweuAa moi i a�'i d ayi CL c c f -5 N N � N w ;a 65w y U o d > LL o E o r- 0) � � c CL y LL c 'm Q7 t�6 N c F- a o D C Q Q a ti w w w w w 0 O r N 0 0 O OD O 00 N N ? rnow3� Q too .2 N~ O 7 �= O p LL r o m o F- -6 !p O t d J = R � N _V = R U FIGURE 4 - PERCOLATION TEST RESULTS o Mile Ranch DATE OF TEST: 10/31/01 3, T9 S,R85tAl tin County, Colorado PPt dPCrrintinn -2 Topsoil, root zone; dark brown/dark red -4 Slightly clayey, silty sand with cobbles, medium dense, slightly moist, dark brown/ dark red - 8 Sandy, clayey silt with gravel. loose to medium dense, moist dark brown/dark red, porous GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION 1 AVG. INTERVAL :PTH TIME DEPTH DEPTH CHANGE, PERC. HOLE HOLE, INTERVAL, START, END, (INCHES) RATE PERC. '.HES) (MINUTES) (INCHES) (INCHES) (MPI) RATE, 8.50 (MPII 1 36 20 3.50 7.50 4.00 5 4.13 8.50 4.38 20 2.75 6.13 3.38 6 3.50 6 5.25 20 3.25 5.75 2.50 8 20 20 9.88 20 5.75 7.25 1.50 13 1 11.38 12.88 1.50 20 7.25 8.50 1.25 16 11.13 1.38 15 15 20 8.50 9.75 1.25 16 16 2 36 20 4.00 9.38 5.38 4 3.38 20 4.13 8.50 4.38 5 7.25 20 4.25 7.75 3.50 6 5.25 20 7.75 9.88 2.13 9 20 20 9.88 11.38 4 1.50 13 20 1 11.38 12.88 1.50 13 13 3 36 20 4.25 7.63 3.38 6 20 4.75 7.25 2.50 8 20 5.25 7.00 1.75 11 20 7.00 8.38 1.38 15 20 8.38 9.75 1.38 15 20 9.75 11.13 1.38 15 15 �y^�;. ,�• -w Fur>�e. ,���7....';_ ,,r�.�,c„� ,�":�'.,.�;� x����a� JOB NO. 13288 PRO -1: M FIGURE 4 (CONT) - PERCOLATION TEST RESULTS Two Mile Ranch S23,T9S,R85W Pitkin County, Colorado feet descdntinn DATE OF TEST: 10/31/01 0-2 Topsoil, root zone, dark brown/dark red 2 - 4 Slightly clayey, silty sand with cobbles, medium dense, slightly moist, dark brown/ dark red 4 - 8 Sandy, clayey silt with gravel, loose to medium dense, moist dark brown/dark red, porous �N-0 GROUNDWATER WAS ENCOUNTERED WITHIN EXCAVATION INTERVAL DEPTH TIME DEPTH DEPTH HOLE AVG. HOLE OF HOLE, INTERVAL, START, END, CHANGE, PERG. NUMBER pERC. (INCHES) (MINUTES) (INCHES) (INCHES) (INCHES) RATE RATE, (MPI) iaann 4 31 20 4.75 7.00 2.25 9 20 5.63 6.75 1.13 18 20 4.00 5.75 1.75 11 20 5.75 6.75 1.00 20 20 6.75 7.50 0.75 27 20 7.50 8.25 1 0.75 27 27 JOB NO. 13288 August 10, 1999 ASPEN • PITKIN ENVIRONMENTAL HEALTH DEPARTMENT We have been notified that you are going to install a Drip Irrigation sewage disposal system for your property and we want to be sure that you, the property owner, understand what this means. This is an alternative method of wastewater disposal not provided for in the Pitkin County Regulations.' As such, it has been declared an experimental system and the installation of a total of eighteen such systems have been approved. Attached is a copy of Resolution #99-34 which was adopted by the Pitkin County Board of Commissioners, acting as the Pitkin County Board of,Health. We request that you read the conditions of the resolution and sign the bottom of this letter stating that you understand these conditions. We have taken these precautions because Drip Irrigation is an experimental system in this area. Several hundred of these systems have been installed on the Eastern . Slope. However, we do not have historical data to know how the system will perform at this altitude and in the extreme and varying weather conditions we experience. Some conditions that must be met before we can issue your septic permit are as follows: ' • If a "water balance " method of calculating waste load is applied, a monitoring plan must be submitted to determine saturation status of soils. After installation, you must provide a written report to this Department documenting maintenance on the system for a period of five years, and submit it to this Departme4t in Janu2A of�ch year. f/Z 7,/D Owner Signafure Date I understand. Resolution #99-34 �W) PYW PY osek-- /20 011W wal"11, W . Address of Property 130 SOUTH GALENA STREET • ASPEN, COLORADO 81611-1975 • PHONE 970.920.5070 FAX 970.920.5197 Printed on Recycled Paper d` D -rl m z z o - mac' = D Z OZU--1 D z n D O X �ZD m--4 AXrn z Z // G) -I -I 30 D HT1 -1 z n O n 0 r -n m rn o � rn Sr ro- r m � M-0 n m c) M D --- m O --- z / n m 0 m •••� c � 11 co mo � N 0 m z orn rnm C: 0 z G) -n - 3 � 4 a LM m mic o Im M M _ In rn of z m / r' U) 2 D r r 0 X m z 0 m —I D F m 0 a z r - �DZCD -rl a;7;uC:Z;u rq 0 zmmmr+mm OZDCpaa Ln 0 m r a ,ten �' -qINo o rn m0N��o I o�rnm X zoi z rTi N I in to N >fmTl0 I O p 40(A m (n z O m � M c a z U) in 0 m n � D L � O ? - laa'O -Ir �.-.�Z O�-Urri D -1 O Dmyr_00>0 C;u r n Or r z-0-4 --j Z tl) )Da l >r - C m >m��o�a I ma z z �_+ a� OQmC.w O xD N I C) r�iaiV7 X Z I I DD" Z cn "*7CDcn:I3NK D -� • _. 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C JO 0 I . C � C (� rt CD m CL C m E TilD 1 o � =- � m a 0 r C � � C 0 n b ? Z7 N -j CD 0 to cD m CL C m E TilD 1 o � =- � m a 0 co (D m C a fi CL c CCD Xil pPO► CD CD CD (Ji TS S Designed By: ENGtNEERING Drawn By: CHRIS JORDAN Title: AdvanTex" - AX 20 Mode 3B U.S. Patents 5,531,894 and 5,480,561 4,4.19,32.1 and 5,492,635 Approved By: Drawing: I OF I Drawing No. Other Patents Pending 02001 Orenco Systems Inc. Date Approved: Revision; Date: 8/18101 Scale: 1' = 2'-0r W C3 0*4 %Wq6W*", as Orenco Systems"' Incorporated ------------------------------ SECOND I SCALE: 1 /8"=1'-0" 8 SCALE: 1 %8"$1'—Q" 2067.8 SF FIRST FLOOR LIVING ARBA 5'-Q" ALLOWABLE PERIMETER DECK AREA: (1535.4 SF ALLQWED) FAR MAX= 3500 SF FIRST FLOOR LIVING AREA = 2067.8 SF SECOND FLOOR LIVING AREA= 1055.8 SF GARAGE AREA= 325.9 SF ?� AREA OUTSIDE OF 5'-0" PERIMETER= 47.4 SF SUBTRACT - KITCHEN AREAS(2) = -21.8 $F TOTAI- FAR USED = 3485.3 $F � Pg� rr Ns�� V© ANDERSON arch itectt-,Ire P. 0. Box 178 3448 Woody Greek Rd WOODY CREEK, CO $1656 tel 970.922.051 fax 970.922.0159 ACTON RESIDENCE 2 MILE RANCH WOODY CREEK, COLORADO FILE: A3. FAR DATE: QZ/18/2002 DRAWN BY: BK CHECKED BY JR$ ISSUE: 100% CONSTRUCTION DQCUMENTS REVISIONS: FAR CALCULATIONS SCALE: AS iiNfVfE;) A3mX 0 2001 ANOERSON ARCHITECTURE CIRCLE R RANCH Onsite Wastewater Systems: OWS # 1 OWS # 2 OWS # 3 OWS # 4 OWS # 5 OWS # 6 2643-234-01-001 Historic House 0185 Circle R Road Historic Garage 0169 Circle R Road Agricultural Barn 0195 Circle R Road 0 Granary 0155 Circle R Road 0 Pump House 0181 Circle R Road Old Toll House 2643-243-01-002 Natal Cabin 0061 Circle R Road Electrical Station for Subdivision 0245 Circle R Road Yeary Residence 0264 Circle R Road Elliot Residence 0265 Circle R Road Water Tank 0260 Circle R Road Building Envelope # 5 Old Log Structure by Bridge 2643-244-01-003 Water Treatment # 2 4301 Woody Creek Road Acton Residense 4305 Woody Creek Road Building Envelope # 7 4415 Woody Creek Road Building Envelope # 8 2643-244-01-004 Water Tank 4801 Woody Creek Road Graham/Wyly Residence 4811 Woody Creek Road Water Treatment # 3 4815 Woody Creek Road Matthew Residence 4819 Woody Creek Road Underground Water Storage Tank