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Home My WebLink Aboutpitkin.eh.273509100004 (2006)Pitkin County Environmental Health 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 REPLACES PERMIT # 06002 Permit # 06041 Parcel ID # 2735-091-00-004 Type of permit New( ) Repair( ) Addition/Remodel to House(X ) Guest Cabin & Barn/EDU Name of Owner Marcilene Fritts Street Address 540 Mandalay Drive Property legal description Size of lot Water source Sprin # of bedrooms in house Caretaker unit Detached # of bedrooms in caretaker unit Designed for what # rooms (list) Total square footage of the house 750 # of offices, lofts & similar sized rooms in house Total square footage of the caretaker unit <2,000 SF # of offices, lofts & similar sized rooms in caretaker unit FIVE = 2 BR Guest Cabin + 3 BR Caretaker unit in Barn Permit information Designed by All Service Septic Mailing Address P.O. Box 2844, Glenwood Springs, CO 81602 Perc rate 32 MPI Profile hole depth 8 ft Depth to groundwater or bedrock >8 FT Minimum Septic tank capacity 1640 gallons total Minimum Absorption area 1486 sf Comments This septic permit is approved per compliance with the engineer design and specifications dated 05-23-06 based on new soil data. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. Documentation must be provided that the old system has been properly abandoned. The design is for one 1000 gallon two compartment concrete tank with an effluent filter at the 2- bedroom guest cabin with gravity flow to a 1500 gallon two compartment concrete tank which will serve the 3—bedroom Barn/Caretaker unit. This tank has a Biotube pump vault and doses the effluent to a 5 trenches, each trench with 15 QUICK4 gravelless chambers for a total of 80 chambers. The trenches are designed to be installed as serial distribution. There is to be 6 inches of sand under the chambers and an observation pipe at the end of all trenches. 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 encouraged. Permit approved by: Date: Plans and specifications of the pr sed individual se ge disposal system h e bA`en�eviewed and are considered satisfactory. Permission is hereb ranted 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 per 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 drawing must be included with this permit before the final approval will be issued. Installer: LICENSE # f Final approval: Date: lt' 2 L/' 0 P. 1 COMM*ATION RESULT REPORT ( OCT.12.20001:43PM ) * * * FAX HEADER: ENVIRO HEALTH NAT RESOURCE TRANSMITTED/STORED : OCT.12.2006 1:35PM RESULT PAGE FILE MODE OPTION ADDRESS ------------ --------------------------------------------------------------------------------- 710 MEMORY TX 9253929 OK 2/2 TIM PETZ OK 2/2 ----------------------------------------- REASON FOR ERROR E- 1) H AN G U P OR LINE FAIL E-3) NO ANSWER -------------------------------------------------------- E-2) BUSY E- 4) NO FACSIMILE CONNECTION PITKIN COUNTY ENVIRONMENTAL HEALTH a NATURAL RESOURCES DATE: 10/12/2006 Send to: Dana Fantau=o From: Alicia Gomez Fax Number: 925-3929 Phone Number: 920-5087 CC: All Service Septic Number of Pages, Including Cover: 2 CC Fax Number: Q URGENT Q REPLY ASAP Q PLEASE COMMENT iJ PLEASE REVIEW ® FOR YOUR INFORMATION COMMENTS: Septic Permit #05041 for parcel 2735-091-00-004, owner Fritts, has been finalized. Please feel free -to call 920-SO70 if you have any questions. fax caver Pitkin County Environmental Health and Natural Resources 0405 Castle Creek Road Suite #10, Aspen, CO 81611 Phone (970) 920.5070 1 Fax (970) 920.5077 Web site www.aspenpitkin_com/ehnr 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 Owner's Mailing Address �. YT" ?S f tt- E-mail Address: Business Phone: Primary Contact Person (all communication regarding this permit will go through this person) _ - 4/12- -7-4 -83 IS iY�l�1 G77C-� p _ Business Fax - D,5-- 31x9 E-mail A Parcel ID # (available from assessor's office p at 920-5160 or at www:0lt��ea�isags�r-� D - O Q — — Building Permit # (if available) -- Street address of property 4 67 -JDA GAY -_A fL&--5J.--�0�1A Legal Description: Lot ScQAlt, ,Block ,Filing Subdivision Size of lot: -_ acres. Type of proposed structure: Total square feet of house .______L_5 .7 # of bedrooms (potential) in house 2 Caretaker Unit: Attached ( ) Detached( X ) in caretaker unit__ 3 Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition (X) Emergency use ( ) Water: Private well ( ) Spring (X) stream( ) Community/Public Water System ( ) If communA system: Name of system -c&-7.7 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 applicant %/�IGGj /�y7gtY1�G�7(12 Date Receipt # tai Date _= _ _30 Received by wrq-o(__ " ,z o,�* -� -, PO Box 2844 Glenwood Springs, CO 81602 Ph 970-618-5033 Fax 303-216-2796 September 29, 2006 Silich Construction, Attn: Monty 304 South Galena Street, Suite B Aspen, CO 81611 ftcetv"aCTQ 1 p PI TKIN�()6"V 2006 HEgCT,yB TURAI RESO NTA( SES Installation Observation, Red Barn and Cabin 540 Mandalay Pitkin County, Colorado Monty, Project No. 1138 ALL SERVICE septic, LLC performed an installation observation on September 2e, 2006, for the subject property. The installation included an existing 1000 -gallon, two-compartment precast concrete septic tank with the addition of an effluent filter on the outlet for the existing cabin, and a 1500 -gallon, two- compartment, CopelandTM precast concrete septic tank with a BiotubeTM pump vault for the red barn. The 1500 -gallon septic tank will collect effluent from both structures in order to dose the drain field. The drain field consists of five gravelless trenches using `Quick -4' chambers, for a total of 80 chambers, for a total of 790 SF. Serial distribution was used to distribute effluent. The pump line is 2" `pure-core'TM, and is buried at a depth of 6 feet to prevent freezing. The pump was wired and working at the time of our observation. A control panel was mounted on the west side of the cabin. The OWS was installed according to specALL1fications. This 8ERVICE septic, LLC should be notified f changes ion is not a guarantee of workmanship and/or parts and materials are made to the OWS. LIMITS: The design was based on information submitted. If conditions are different from conditions described in this letter, ALL SERVICE septic, LLC should be notified. All additional OWS construction must be according to the county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Sincerely, ALL SERVJCI,septic, LLC Revi 38662 , LG/ Richard e•. ••IIS Timothy R. Petz •••••' 2 copies sent S�ONAL �N6 Copy sent to Pitkin County Health Dept., Attn: Carla OWS AS -BUILT DRAWING OBSERVATION PIPES (TYP.) 790 SF OF INFILTRATIVE AREA IN 5 GRAVELLESS'QUICK-4' CHAMBERS TRENCHES. 80 TOTAL CHAMBERS. SIX INCHES OF CONCRETE SAND (C-33) WAS 8425 PLACED PRIOR TO INSTALLING CHAMBERS S AL OVERFLOW LINE 3 \ \ NUMBER OF CHAMBERS \ PER TRENCH 540 MANDALAY PITKIN COUNTY, COLORADO SCALE I" = 60' NORTH 1500 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH BIOTUBE PUMP VAULT IN SECOND COMPARTMENT 2" PURECORE PUMP LINE INSTALLED AT 6 FOOT- 14-DERTH- CLEANOUT ABANDON EXISTING DRAIN FIELD 0 0 0 1 000 -GALLON, EXISTING TWO-COMPARTMENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER PLACED ON THE OUTLET 4" PVC EFFLUENT LINE \BARN 3 -BEDROOM` \ 4" PVC SEWER LIN \ \ \ GUESTHOUSE/CABIN ALL PRO. No. 1158 SERVICE SEPTIC, LLC 970-618-5033 FIGURE 0 i n I . Q V OWS As -built Pictures Project No. 1138 _ # t.14 C Y � t Page 1 of 1 Nancy Mackenzie From: Nancy Mackenzie Sent: Monday, September 25, 2006 8:29 AM To: 'tpetzl @comcast. net'; Monty Subject: RE: Red Barn Septic Monty, Do you have pictures showing: The (serial distribution/overflow) lines between the trenches? An overall picture of the field showing the cleanouts? A picture showing the two lines going into the septic tank The shallow depth of the trenches looks good. Nancy From: tpetzl@comcast.net [mailto:tpetzl@comcast.net] Sent: Saturday, September 23, 2006 6:43 AM To: Monty; Nancy Mackenzie Subject: Re: Red Barn Septic The trenches look good Monty. Timothy R. Petz, P.G. Onsite Wastewater Systems 970-618-5033 Glenwood Springs 303-908-7823 Golden -------------- Original message -------------- From: "Monty" <monty@silichconstruction.com> Tim & Nancy, In reference to 540 Mandalay Drive, permit number 06041. 1 have attached some photos. 8,9,10,11, and 12 are of the septic field. For the most part it is shallow, but with the runs there is a little depth in spots to get the proper grade. Take a look, and let me know, thanks. ES I Ll C H vIII chconstruction_com MONTY EARL SUPERINTENDENT, SILICH CONSTRUCTION INC. 304 SOUTH GALENA ST I SUM 8 1 ASPEN, Co 81611 970.920.2299 owcE 970.618-9580 CELL morrtydsiIichconstrucIion. corn 9/25/2006 i�r May 23, 2006 PO Box 2844 Glenwood Springs, CO 81602 Ph 970.618.5033 Fax 303-216-2796 Sitich Construction Attn: Monty 304 South Galena Street, Suite B Aspen, Colorado 81611 In MAY 3 1 2006 PITKIN COUNTY ENV WWt NTAI HEALTii & NATURAL RESOURCES Revised Onsite Wastewater System Design, Existing Residences 540 Mandalay Drive Pitkin County, Colorado Monty, 9-77 `�— - Oil 1 --0o - (!)(Dy Project No. 1138 As requested by Monty with Silich, ALL SERVICE septic, LLC has prepared a revised onsite wastewater system (OWS) design for the subject residence. The revision is based on a change in location of proposed drain field. We performed a subsurface investigation and percolation test on May 10, 2006, which will be used for the OWS design. SITE CONDITIONS The property is located in Snowmass Colorado in an area where OWS and wells and/or springs are necessary. There is a 3 -bedroom barn and a 2 -bedroom guesthouse located on the property. An OWS currently serves the existing structures and will be abandoned upon new OWS construction. The OWS will be sized on 5 total bedrooms. A spring serves the subject property, which is located 500+ north of the proposed drain field. SUBSURFACE The subsurface was investigated by digging one profile hole and three percolation holes as indicated on plans. The profile hole consisted of about 1.0 foot of topsoil, underlain to 3.5 feet by sandy clay with angular rock, underlain by slightly sandy clay to 5 feet, underlain by sandy clay with angular rocks to the maximum depth explored of 8 feet. Ground water was not encountered. No bedrock was encountered. Percolation rates ranged from 27 to 40 minutes per inch (MPI). The design will be based upon a percolation rate of 32 MPI. DESIGN SPECIFICATIONS The OWS design is based on 5 total bedrooms and an average sewage load of 750 GPD. The installation must include a 1000 -gallon, two-compartment, precast concrete septic tank for the guesthouse, and a 1500 -gallon, two-compartment, precast concrete septic tank, with a BiotubeTm pump vault for the barn. Tank and pump basin alternatives may be considered. Five rows of 16 `Quick-4TM' chambers, for a total of 790 square feet (SF), must be installed as indicated. Six inches .'J Revised OWS Design Project No. 1138 5/23/06 Page 2 of sand must be placed in each trench, prior to placement of chambers. The sand should be settled using vibratory machine, or by hydro -compaction. Care should be taken as to not over - saturate sand, and to prevent ponding of water in trenches. The chambers should be placed in the upper three feet of soil. The chambers may be configured to fit topography to accommodate proposed 3 -foot depth. Serial distribution should be used to distribute effluent. The overflow pipes must enter and exit into the `top' of each `Quick -4' end plate. The pump dose should be set at 150 gallons per dose. Construction must be according to the county ISDS regulations, the septic permit provided by Pitkin County Environmental Health Department, and this design. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWS. For Example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a drain field. The homeowner should pump the septic tank every two years and clean the effluent filter as needed. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWS. No hazardous wastes should be directed into the OWS. Mechanical room drains should not discharge into the OWS. The OWS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, air release valves and weep holes should be installed to allow pump lines to drain to minimize risk of freezing. Extensions should be placed on all septic tank components to allow access to them from existing grade. Precast concrete tanks and distribution boxes should be used, unless plastic or fiberglass is required. Access to all tank compartments and distribution devices is optimal. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, and the county must view the OWS during construction. The OWS observation should be performed before backfill, after placement of chambers and distribution pipes. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LMTS: The design is based on information submitted. If conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWS construction must be according to the county regulations. Requirements not specified in this report must follow county regulations. The installer should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. ® Revised OWS Design Project No. 1138 5/23/06 Page 3 Please call with questions. 0 RE��sr ALL SERVICE septic, LLC Reviewed By: �, ; • �eERB••. �`� Timothy R. Petz Richard H. Petz, �. c•\��, NAL EAG 3 copies PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1138 PROFILE PIT Date of Test: 5-10-06 0 - 1' Topsoil, Root Zone, Sandy 1'- 3.5' Sandy Clay, with Angular Rock Fragments, Stiff, Moist, Brown 35- 5' Slightly Sandy Clay, Very Stiff, Moist, Red/Brown 5'- 8' Sandy Clay, with Angular Rock Fragments, Stiff, Moist, Brown Hole Hole Interval Measurement at Measurement at Change (in.) Percolation Rate No. Depth (in.) (min.) Start of Interval End of Interval (min./in.) MPI 7.00 (in,) (in.) 20 7.00 1 28 40 3.50 5.00 1.50 20 5.00 6.25 1.25 20 6.25 8.00 1.75 fill 20 4.50 5.25 0.75 20 5.25 6.00 0.75 27 2 30 40 2.00 4.25 2.25 20 4.25 5.25 1.00 20 5.25 6.00 0.75 20 6.00 7.00 1.00 20 7.00 7.50 0.50 40 3 32 40 3.00 6.25 3.25 20 6.25 7.50 1.25 20 7.50 8.50 1.00 20 8.50 9.25 0.75 20 9.25 10.00 0.75 27 No ground water or bedrock was encountered AVERAGE = 32 MPI ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name�(� �/k�� ., iu Parcel ID # D House Size (sq. ft.) (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 2 Number of Bedrooms in Detached Caretaker unit 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 32 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1312.5 Minimum tank capacity 1640.625 gallons Absorption Area (=Q/5 X SQRT perc rate) A = 1,485 sq. ft. of absorption area required 96 gravelless chamber units without reduction # of Perc Holes Required: 3 k' uQ ICK 4 8 A = 742.46212 sq.ft. with 50% reductionTRENCHES 76 gravell s chamber units with reduction STANDARD A= 742.46212 sq.ft. with 50% reductionTRENCHES 48 gravelless chamber units with reduction EQ 36 47 EQ36 units in TRENCHES QUICK4-EQ36 742 96 SETBACK FROM WELL # of feet = 125 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 75 SETBACK FROM DRY GULCH # of feet = 50 7 I QUICK 4 9.2 1039.447 sq ft 30% reduction BED 113 chamber units with reduc. 1039.447 sq ft 30% reduction BED 67 chamber units with reduc. 83 EQ36 units in a BED 1039 162 Permit # 06002 e of permit Name of Owner Pitkin County Environmental Health 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 Parcel ID # 2735-091-00-004 New( ) Repair( ) Addition/Remodel to House( X ) Guest Cabin & Barn/EDU Marcilene Fritts Street Address 540 Mandalay Drive Property legal description Size of lot Water source Total square footage of the house 750 # of bedrooms in house 2 # of offices, lofts & similar sized rooms in house Caretaker unit Detached Total square footage of the caretaker unit <2,000 SF # of bedrooms in caretaker unit Designed for what # rooms (list) Designed by All Service # of offices, lofts & similar sized rooms in caretaker unit FIVE = 2 BR Guest Cabin + 3 BR Caretaker unit in Barn Permit information Mailing Address P.O. Box 2844 Glenwood Springs, CO 81602 Perc rate 200 Profile hole depth 9 ft Depth to groundwater or bedrock Minimum Septic tank capacity 164 allons �� , Minimum Absorption area 7c� men't 3 f 3712 SF Septic permit approved per compliance with the engineer design and specifications dated December 23, 2006. Any changes must be approved by this department and the design engineer prior 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 750 gallon two compartment concrete tank with and effluent filter at the 2- bedroom guest cabin with gravity flow to a 1250 gallon two compartment concrete tank which will serve the 3—bedroom Barn/Caretaker unit. This tank has a Biotube pump vault. There are four mounded, pressurized beds each with a sand base area of 12 ft X 80 ft for a total of 3840 infiltrative area. The depth of the sand is 18 inches minimum which extends 1 -foot above grade to maintain a 4 ft separation from groundwater. Two inch perforated laterals are placed above the sand, bedded in one foot of clean gravel. The engineer must confirm that the sand conforms to the intent of Section 6.28.670 A. of the Pitkin County ISDS regulations or conform to ISDS Policy 2005- 001. 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 encouraged Permit approved by: ,4 1 Date: Plans and specifications of the prop0 ed indivi ual sev age disposal system ha a 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 bef issued. Installer: f -' LA,-' Final approval: Date: ol rq +6,- )VA4-v- �-1 v 7v z C'�1 S� C- 540 Mandalay Lane PROPOSED LOCATION FOR Existing Conditions NEW BATHROOM _.4w I btvIvii pom im Porzak Browning & Bushong LLP Glenn E. Porzak Michael F. Browning Steven J. Bushong P. Fritz Holleman Kristin Howse Moseley Kevin J. Kinnear Thomas W. Korver John Silich Silich Construction 304 S. Galena St. Suite B Aspen, Colorado 81611 A t t o r n e y s a t L a w 929 Pearl Street, Suite 300 • Boulder, CO 80302 303 443-6800 • Fax 303 443-6864 November 30, 2005 Lawrence I MacDonell Of Counsel Vail Once: 846 Forest Road Vail, CO 81657 970-477-5419 Tel. 970477-5429 Fax. Re: Serena Spring — Decreed quantity and uses; Our File Ref: 14912-00080 Dear John: You requested that I provide you with information regarding the Serena Spring, which was first adjudicated on March 24, 1987, in Case No. 86CW277, in the District Court for Water Division No. 5. Case No. 86CW277 awarded an absolute and unconditional water right for Serena Spring in the amount of 0.033 c.f.s. for domestic use and the irrigation of one acre, with an appropriation date of December 31, 1955. Additionally, the ruling awarded conditional water rights in Serena Spring in the amount of 0.104 c.f.s. for domestic, livestock watering, irrigation, and piscatorial uses, with an appropriation date of July 8, 1986. The decreed location for the Serena Spring is the SWIA NWIA of Section 9, Township 10 South, Range 85 West of the 61h P.M. The Serena Spring is augmented by releases from Marolt Reservoir pursuant to an augmentation plan decreed in Case No. 87CW368. My understanding is that the Serena Spring has historically been utilized for domestic and lawn irrigation purposes associated with a historic cabin and barn on the property. In Case Nos. 93CW47 and 99CW106, the Water Court granted decrees finding that reasonable diligence had been maintained in perfecting the conditional water rights of the Serena Spring in the amount of 0.104 c.f.s. As a result, conditional uses for livestock, irrigation, and piscatorial were to continue in full force and effect through the next succeeding diligence period. Additionally, the Water Court in Case No. 99CWI06, enlarged the award of absolute water rights associated with Serena Spring to the full amount of 0.104 c.f.s. for domestic use and irrigation of one acre of lawns and gardens. Hence, the Serena Spring may presently be utilized for domestic and irrigation purposes at the historic cabin and barn at a rate of up to 0.104 c.f.s. Please do not hesitate to contact me should you have any questions or should you with discuss this matter further. truly yours, n ow a /s _... EF0291 �R "'fes w' .. ,`� � ♦�,� �� `� `' f • � fir. j1 • � j LIJ 41 tw;, ' 1 ��'• sem.. �� '� � � lM • j1.ii+ I lip �R "'fes w' .. ,`� � ♦�,� �� `� `' f • � fir. j1 • � j LIJ 41 T: y rAdft x ;- _ �1• , y d , KI_.._.__I_ -._ nn nnnr November 29, 2005 11/29/2005 3:12:39 PM DESIGN 3 -BEDROOM BARN, <2000 SF = 450 GALLONS PER DAY 2 -BEDROOM GUESTHOUSE, <2000 SF = 300 GALLONS PER DAY TOTAL LOADING = q = 750 GALLONS PER DAY PERCOLATION RATE = 32 MINUTES PER INCH CALCULATED AREA = ((1.75 X q) X sgrt 32) / 5 =1486 SF REDUCTION OF 50% = 743 SF TRENCH SPECIFICATIONS WIDTH OF TRENCHES = 3 FEET = 1 CHAMBER LENGTH OF TRENCHES = 64 FEET = 16 CHAMBERS TOTAL NUMBER OF CHAMBERS = 80 TOTAL PROPOSED INFILTRATIVE AREA = 790 SF FIVE TOTAL TRENCHES " OBSERVATION PIPES (TYP.) IIIIIIIIIIIIZI O FIRE PIT, =61012111 NOTES: TRENCHES MUST BE ANGLED TO FIT TOPOGRAPHY AND TO MINIMIZE REMOVAL OF EXISTING VEGETATION. INFILTRATOR(R) QUICK4(TM) CHAMBERS ARE CONSTRUCTED WITH A PIVOT POINTS FOR THIS PIJRPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS APPROXIMATELY 15% TO THE NORTH. VEGETATION CONSISTS OF A FULL COVER OF NATIVE GRASSES. LIMITATIONS - THESE PLANS MUST BE USED IN CONJUNCTION WITH LETTER AND SOILS DATA FORM PROVIDED. THE DESIGN IS BASED UPON INFORMATION SUBMITTED. IF SOIL CONDITIONS ENCOUNTERED ARE DIFFERENT FROM CONDITIONS DESCRIBED IN REPORT, ALL SERVICE SEPTIC L.L.C. SHOULD BE NOTIFIED. ALL OWS CONSTRUCTION MUST BE ACCORDING TO COUNTY REGULATIONS. THE INSTALLER SHOULD HAVE DEMONSTRATED KNOWLEDGE OF THE REQUIREMENTS AND REGULATIONS OF THE COUNTY IN WHICH THEY ARE WORKING. THE COUNTY AND ALL SERVICE SEPTIC L.L.C.MUST VIEW INSTALLATION 790 SF OF INFILTRATIVE AREA IN 5 GRAVELLESS TRENCHES. EACH TRENCH MUST HAVE ONE ROW OF 16 'QUICK -4' CHAMBERS. _ (80 TOTAL CHAMBERS) \� SIX INCHES OF CONCRETE SAND (C-33) '\ SHOULD BE PLACED PRIOR TO INSTALLING AMBERS 1500 -GALLON, TWO-COMPARTMENT, PRECAST CONCRETE SEPTIC TANK WITH BIOTUBE PUMP S AL OVERFLOW VAULT IN SECOND COMPARTMENT LINES \ P-2 \ `` SCALE 1" =30' NORTH Liquid Level v 3_ 1 Level Control Float Assembly Check Valve (optional) Baffle Wall ......-- Port Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port TANK SPECIFICATIONS Biotube® Pump Vault CAPACITY REQUIRED AT 3 -BEDROOM BARN = q X 1.75 X (30 HOURS/24 HOURS) =985 + 250 (PUMP) = 1235 GALLONS REQUIRED TANK(S) AT 3 -BEDROOM BARN = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE ® PUMP VAULT IN THE SECOND CC' 3TMENT. PUMP MUST BE CAPABLE OF 20 GPM, AND 23.5 TOTAL DYNAMIC HEAD. PUMP SHOULD DOSE APPROXIMATELY 150 GALLONS' FLUENT PER DOSE. EFFLUENT MUST DRAIN BACK TO PUMP VAULT AFTER EACH DOSE. CAPACITY IRED AT GUESTHOUSE = q X 1.75 X (30 HOURS/24 HOURS) = 657 GALLONS J ABANDON REQUIRE` S) AT GUESTHOUESE = 1000 -GALLON, TWC COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER %J THE EXISTING OUTLET. DRAIN FIELD AND PLASTIC SEPTIC TANK O n n 4" PVC EFFLUENT LINE 2" PUMP LINE/ CLEANOUT _ P-1 \ BARN 3 -BEDROOMS i PAF CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 1000 -GALLON, TWO -COMP "MENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER I' r ONTHE OUTLET / ' \ , \ W OF CONCRETE SAND \ \ HYDRO OR VIBRATORY / r � COMPACTED. 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 6' MIN. -EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL 4 PVC SEWER LINES CLE OUT I r CEly' , . MAY 3 1 2006 PITKIN,' COUNTY t is 'I! U ?i E+#TAL NATURALRESOURCES GUESTHOUSE 2 -BEDROOM /000 TOPOGRAPHIC LINES ARE AT 5 INTERVALS. SLOPE IS TO THE NORTH THE LOCATION OF EXISTING AND PROPOSED �� \ IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A \ PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. \ IT IS THE HOMEOWNERS DUTY TO ENSURE ALL \\\ CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE e \ CONFIRMED PRIOR TO EXCAVATION. ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 540 MANDALAY DRIVE SNOWMASS, COLORADO PITKIN COUNTY REVISED OWS DESIGN FA KFILL SLOPE FOR DRAINAGE --_- 3' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' IFY SURFACE INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" 52" 48" (EFFECTIVE LENGTH) I 12.. RAINAGE 34" 1 TYPICAL PLAN VIEW - N.T.S. � OBSERVATION/VENT PIPES (TYP.) INLET FROM PUMP ANGLE TO FIT INFILTRATOR(R) QUICK(TM) CHAMBER TOPOGRAPHY CHAMBERS, 3' X 4' QUICK4(TM) END CAPS " SERIAL OVERFLOW LINES - INSTALLED IN 'TOP' OF END PLATE N 6' MIN. N 1'4" 3' 64' _t IITO ADDITIONAL TRENCHES PROJECT N0. 1138 05-23-06 Effluent Pumping System -1500-Gallon, 2 -Compartment 01 Orenoo Systems® Incorporated 814 AIRWAY AVENUE SUMERUN, OREGON PVC Riser with Grommet(s) 97479-9012 Fiberglass or concrete riser (bond to to adapter with recommended adhesive) T01PHONe Slope Ground Fiberglass Gosketed Lid with (541) 459-4449 Away from Riser r_ Stainless Steel Bolts FACS9YeE Conduit to PVC Splice Box with Cord Grips (541) 455-2854 Control Panel Discharge Assembly Conduit Seal Flexible Hose Tank Adapter (cast or bolted) Effluent Inlet Tee—,:71 , Liquid Level v 3_ 1 Level Control Float Assembly Check Valve (optional) Baffle Wall ......-- Port Vault Inlet Ports Orenco Effluent Pump Filter Cartridge Drain Port TANK SPECIFICATIONS Biotube® Pump Vault CAPACITY REQUIRED AT 3 -BEDROOM BARN = q X 1.75 X (30 HOURS/24 HOURS) =985 + 250 (PUMP) = 1235 GALLONS REQUIRED TANK(S) AT 3 -BEDROOM BARN = 1500 -GALLON, TWO-COMPARTMENT, CONCRETE SEPTIC TANK WITH A BIOTUBE ® PUMP VAULT IN THE SECOND CC' 3TMENT. PUMP MUST BE CAPABLE OF 20 GPM, AND 23.5 TOTAL DYNAMIC HEAD. PUMP SHOULD DOSE APPROXIMATELY 150 GALLONS' FLUENT PER DOSE. EFFLUENT MUST DRAIN BACK TO PUMP VAULT AFTER EACH DOSE. CAPACITY IRED AT GUESTHOUSE = q X 1.75 X (30 HOURS/24 HOURS) = 657 GALLONS J ABANDON REQUIRE` S) AT GUESTHOUESE = 1000 -GALLON, TWC COMPARTMENT, CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER %J THE EXISTING OUTLET. DRAIN FIELD AND PLASTIC SEPTIC TANK O n n 4" PVC EFFLUENT LINE 2" PUMP LINE/ CLEANOUT _ P-1 \ BARN 3 -BEDROOMS i PAF CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 1000 -GALLON, TWO -COMP "MENT PRECAST CONCRETE SEPTIC TANK WITH AN EFFLUENT FILTER I' r ONTHE OUTLET / ' \ , \ W OF CONCRETE SAND \ \ HYDRO OR VIBRATORY / r � COMPACTED. 4" SDR 35 PVC OBSERVATION/VENT PIPE WITH CAP 6' MIN. -EXTENT OF EXCAVATION TRENCHES MUST BE LEVEL 4 PVC SEWER LINES CLE OUT I r CEly' , . MAY 3 1 2006 PITKIN,' COUNTY t is 'I! U ?i E+#TAL NATURALRESOURCES GUESTHOUSE 2 -BEDROOM /000 TOPOGRAPHIC LINES ARE AT 5 INTERVALS. SLOPE IS TO THE NORTH THE LOCATION OF EXISTING AND PROPOSED �� \ IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A \ PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. \ IT IS THE HOMEOWNERS DUTY TO ENSURE ALL \\\ CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE e \ CONFIRMED PRIOR TO EXCAVATION. ALL SERVICE septic, LLC PO BOX 2844 GLENWOOD SPRINGS, CO 81602 970-618-5033 540 MANDALAY DRIVE SNOWMASS, COLORADO PITKIN COUNTY REVISED OWS DESIGN FA KFILL SLOPE FOR DRAINAGE --_- 3' MIN INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' IFY SURFACE INFILTRATOR(R) QUICK4(TM) CUT SHEET 12" 34" 52" 48" (EFFECTIVE LENGTH) I 12.. RAINAGE 34" 1 TYPICAL PLAN VIEW - N.T.S. � OBSERVATION/VENT PIPES (TYP.) INLET FROM PUMP ANGLE TO FIT INFILTRATOR(R) QUICK(TM) CHAMBER TOPOGRAPHY CHAMBERS, 3' X 4' QUICK4(TM) END CAPS " SERIAL OVERFLOW LINES - INSTALLED IN 'TOP' OF END PLATE N 6' MIN. N 1'4" 3' 64' _t IITO ADDITIONAL TRENCHES PROJECT N0. 1138 05-23-06