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HomeMy WebLinkAboutpitkin.eh.264513210801 (2008)q:EH/NR0 ONSITE WASTEWATER TREAT =NT SYSTEM (OWTS) CONSTRUCTION PERMIT 0405 Castle Creek Road, Suite 10 -Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 3 --� _ 3W� Permit #: 08013 Parcel Co #: 26454w1po-om Permit Issued: Owner(s): Property Address: Legal Description: Size of Lot: Size of Building: ❑ NEW ❑ AMENDMENT 0 REPAIR ❑ REMODEL/ADDITION ❑ TANK ONLY ❑ FIELD ONLY Wildcat Ranch Association 875 Wildcat Way 35 acres Sq. Ft. Sq. Ft. Detached Accessory Unit: Size of Accessory Unit: System is designed for 4 potential bedrooms. Designed By: All Service Septic, LLC Project #: 1432 Phone #: 970-618-5033 Mailing Address:_ Fax #: 303-216-2796 other buidlings have separate septics Sq. Ft. Dated: March 24, 2008 PO Box 2844 Email Address: tpetz(cr�.comcast.net Perc Rate: 17 mpi Profile Hole Depth: 8 ft Depth to Groundwater or Bedrock: greater than 8 ft Minimum Tank Capacity: 1 125 gallons Minimum Absorption Area: 935 sq ft w/ 10% reduction Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Any changes must be approved by this Department and the design engineer prior to construction. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48 hours notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. The field must be at least 50 feet from any ditch. There must also be at least 20 feet from the house to the absorption field. This permit is conditioned upon the property owner(s) providing for the regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Revegetation over the area of the field must be maintained in accordance with Section 6.28.110 of the OWTS Regulation. This system will consist of the existing 1250 gallon tank and an effluent filter will be added to the outlet. The tank must be plugged in the interim time that the system is being used because effluent is surfacing. Prior to installation of the new field, pumping reports must be submitted to this Department to assure no effluent is going to the failed absorption area. The existing field will be abandoned in place. A concrete distribution box with a permanent baffle will distribute effluent to a bed with 6 rows of 9 Quick 4 chambers, and serial overflow pipes will be installed to another bed of the same size. Depth of the bed installation should not exceed 4 feet., THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation, This Permit will expire 1 year from the date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH/NR before final approval of the system will be issued. Issued By: I /1 y �! �1 n 7 �� Date: j Expires: �l 19 1 0 G � _ --r— Reactivation Authorized by: Installer: �i w Llcense #: 6 � a � New Expiration Date: ❑Fee Paid Final Approval Issued B : Date: NTS\Forms\ConstPerm.xls �' i Updatea:2/1/08 O �ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) EH,NR CONSTRUCTION PERMIT APPLICATION 0405 Castle Creek Road, Suite 10 • Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.org): ,c i 4 1-(.,4 S 14A Purpose of Permit: ❑ NEW REPAIR DUE TO FAILURE ❑REMODEL/ADDITION ❑TANK ONLY FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Cit , State, Zip: Property Address: 116 `75 63, clr,o-t V It e- Co Lot: Block: Filing: WILOC-4` ' -A-WLN vp Subdivision: Wt GPC 2A -•-1C-64 Property Owner(s)*: Email Address: W1 L -QC -s:1' -C C-SoC4ter�«> Owner's Mailing Address: City, State, Zip: o Z- (o (iowrp S S Home Phone: Business Phone: cj -7o GI Z , Z $ *Contact information must be provided for the owner signing this application. Primary Contact Person/Applicant (if not owner): Company: l10151-34-"o.5L�-�rJ T-fAe+�KiE7'i�'� luG Contact/Applicant Mailing Address: Cit , State, Zip: �jo1C 7--(,low0-- a-� $ Co $ l bJ Cell Phone: Business Phone: Fax Number: Email Addre s: 2 3- 215 1 r-('n� Building Permit # (if applicable): Lot Size (in acres): 3 IF Size of Building (square feet): Number of Potential Bedrooms: 23-5 Detached Accessory Unit? Q YES M -NO Size of Accessory Unit (square feet): Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: ❑ PRIVATE WELL ❑ SURFACE WATER ❑ SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public'Water System (if applicable): \4c --.,P c -A Engineering Firm: Job Number: Phone Number: Fax Number: w 5�-�tc6 56prc tL (4 y Cath X33 X03 zt b z,q{ b Mailing Address: City, State, Zip: PQ 2 8 Cit�,,�..0 5 v Co $ lCvo 7 -- PLEASE PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. I understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. Owner Signature: Date: 6 �L 4-®v- o Applicant Sign ure/ Date: j �- FOR OFFIC Received EN/H tall: Fee & Receipt #: Date: WT l o pp.xls Updated: 2/1/08 IF - X fl L L PO Box 2844 Glenwood Springs, CO 81602 M970-6184033 `I) Fax 303-216-27% April 281h 2008 Wildcat Ranch Association Mike Thomas PO Box 266 Snowmass Village, CO 81654 Installation Observations Permit #08013 875 Wildcat Way Pitkin County, Colorado Mike, F!] RKEIVED MAY 19 2008 NTWN COUNTY ENVIRONMENTAL HEALTH & NATURAL RESOURCES Project No. 1432 ALL SERVICE septic, LLC performed an installation observation on April 15th 2008 for the subject property. The installation included the existing 1250 -gallon, two-compartment concrete septic tank with the addition of an effluent filter, followed by one chamber bed with 108 `Quick -4' chambers, as indicated on the as -built drawing. The bed has 8 rows of chambers with 10 to 16 chambers per row, equaling 1066 SF of infiltrative area. Effluent will be distributed with a plastic distribution box with a baffle that has risers brought to grade. The OWS was installed according to specifications. This observation is not a guarantee of workmanship and/or parts and materials. ALL SERVICE septic, LLC should be notified if changes are made to the OWS. LIMITS: The observation was based on information submitted and our site visit. 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 SERVIiCE septic, LLC F Timothy R. Petz 2 copies sent Copy sent to Pitkin County Health Dept. Chamber drain field with distribution box Pro No 1432 i OWS AS -BUILT SCALE 1"=30' NORTH EXISTING RANCH BUILDING EXISTING RANCH BUILDING OPE gpUNDARY EXISTING RANCH BUILDING OBSERVATION PIPES N39'16.414_ ---_________ � W 106' 57-0-71 _ DISTRIBUTION BOX WITH - - _ EXISTING DRIVE BAFFLE BROUGHT TO GRADE N 39' 16.407 W 106'57.065 16CHAMB RS 16 CHAMBE 16 CHAMBERS 13 CHAMBERS o 13CHAMBERS 13CHAMBERS 11 CHAMBERS 10 CHAMBERS SDR 35 PVC PIPE , I ONE GRAVELLESS CHAMB!RBD WITH / EXISTING 1250 -GALLON 108 CHAMBERS. / SEPTIC TANK WITH EFFLUENT FILTER. TOTAL AREA INSTALLED = F O 6.405 EXISTING 6' 57.071 SEWER LINE EXISTING FOUR BEDROOM RESIDENCE I ' EXISTING BUILNVELOPE gpU ANDAND RY " DRIVE ABANDONED DRAIN FIELD 8Y5 WILDCAT WAY ALL PRO. NO. 1452 WILDCAT RANCH HOUSE SERVICE SEPTIC, LLC THOMAS RESIDENCE 970-618-5033 FIGURE =/N O.aSITE WASTEWATER TREATMEN, SYSTEM (OWTS) CONSTRUCTION PERMIT APPLICATION CHECKLIST 0405 Castle Creek Road, Suite 10 - Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5077 A complete application package must be presented at the time of your pre -application conterence Tor acceptance. To schedule a pre -application conference, please call 970-920-5070. PLEASE INITIAL EACH ITEM TO INDICATE COMPLETION Only one copy of each item is necessary. L-1 OWTS Construction Permit Application (completed) L ' Site Plan & Engineer Design ❑ 11" X 17", or submitted electronically to ehnr(a)co.pitkin.co.us when scheduling the pre -application conference. 1" to 20' Scale ❑ Design must be stamped by a Professional Engineer (PE) licensed in the State of Colorado, and must conform to the requirements of the Pitkin County OWTS Regulation which can be obtained online at htti)://www.aspenpitkin.com/pdfs/depts/12/isdsreq.pdf. ❑ Site plan must include locations of existing wells, percolation tests, proposed/existing buildings, property lines, ditches, water lines, sprinkler systems, springs, irrigation lines, drinking water cisterns, drain tiles, water bodies, wetlands, riparian areas, floodplains, dry gulches, and existing OWTSs. Site plan must include topographic information depicting 2' contour intervals. Pertinent physical features on neighboring properties must also be included if within setbacks to the proposed OWTS. Soil Testing Notification & Report (must be provided by a PE) ❑ This Department should be notified when soil fests are conducted. A 2"- 4" perforated PVC pipe should be placed in the soil profile hole for monitoring purposes. ❑ Report must include percolation test results and the soil profile evaluation. L Building Floor Plans [�11"X 17", or submitted electronically to ehnr(a)co.pitkin.co.us when scheduling the pre -application conference. Land Use Approvals & Other Relevant Permits & Approvals ❑ Recorded Site Plan that designates approved envelope(s) for development. V If the property is exempt from this requirement, please have a Community Development Planner email ehnr(n)co.pitkin.co.us with confirmation of the exemption. ❑ Copies of all land use approvals, as well as all'other documentation relevant to the siting of the OWTS(s) and any other �y v development on the property (e.g., Board of County Commissioners Resolutions, Administrative Decisions, recorded v 1 easements). Proof of Adequate Water Supply Legal water supply must be demonstrated in accordance with Colorado water law and meet the requirements of the Pitkin County Land Use Code. ❑ Private systems: Proof generally includes a well driller's report, well permit issued by the Colorado Division of Water Resources, final augmentation plan (if required), and a recent pumping report. Wells must be drilled before an application will be accepted. [,Public, systems: Proof generally includes a letter from the CWQCD - approved public water system confirming it has sufficient `. � water to supply the development and it has agreed to do so. --- LQJltL _ �Paol ') f/1)a,laCG 'Rox1a) ua&,K .� Initial Site Inspection ❑ All components of the OWTS, as well as the proposed buildings, water source, and other pertinent physical features must be clearly staked and labeled prior to the inspection. Inspection must be scheduled between May 1st and Oct 31st, unless otherwise approved by EH/NR. / Applicable Fee OWTS Construction Permit: $1,023` ❑ Tank Only: $500' 'There is an additional Administrative Fee of $175.00 for properties in the Town of Snowmass Village. Please Make Checks Payable To: Pitkin County Environmental Health & Natural Resources Department TO SUBMIT A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN OWTS CONSTRUCTION PERMIT THE FAST TRACK WAIVER MUST BE SUBMITTED TO COMMUNITY DEVELOPMENT WITH YOUR BUILDING PERMIT APPLICATION. Please note that this waiver only allows for the submittal of the Building Permit Application. It does not allow for the issuance or approval of the Building Permit without OWTS Construction Permit approval from the EH/NR Department. orms\0WTS ChecKlist Updated 04/15%'2008 14:35 9109232157 WILDCAT RANCH PAGE 02 04/25/2008 11:22 963600 B R SEPTIC PAGE 01 Septiic, ,Rooter & Jetting Services Video Inspection Selrvlccs 0603 .Pandy Drive Carbondale, CO 81623 Bill To Wildcat Ranob c/o 11iomas Lard Management Dox 266 Snowmass, CO 81654 Invoice Date - Invoice # 4i9/2008 650 P.O. No. Terms Due on receipt Pmject Quantity ^ Description Rate Amount 1,250 1,250 Pump ranch.bouse @ 875 Wildcat Way Y Dump Fee Sales Tax .... 0.27 0.15 3.90°/0 337.50 187.50 0.00 Tbank you, for your business. Carbondale Aspen^ r rax Total $525.00 (970) 963-3814 (970) 920-2059 ('970) 963-6070 ISDS DESIGN CALCULATIONS - for Pitkin Owner's Name Parcel ID # House Size (sq. ft.) (75 gpd or 100 gpd) Number of Bedrooms in Main House Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit Number of Offices, Studies, Similar -sized Rooms in Caretaker Unit (If the caretaker unit is ATTACHED, treat as if part of main house.) Average Daily Waste Flow 600 State Review Required? no Perc Rate 17 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.5 Q= 900 Minimum tank capacity 1125 gallons Absorption Area (=Q/5 X SQRT perc rate)(1.4 loading factor) A = 1,039 sq. ft. of absorption area required Absorption Area (=Q/5 X SQRT perc rate) WITH SECONDARY TREATMENT (no loading factor) A= 742 sq. ft. of absorption area required Abs. Area w/ locaing factor (B25) Trench Bed Pipe and Gravel 935.1203559 1039.022618 Dosing 831.2180941 831.2180941 Chambers 727.3158324 935.1203559 Max Allowable 519.5113088 727.3158324 Secondary Treatment Abs Area w/ out loading factor (B28) Trench Bed Pipe and Gravel 667.9431114 742.1590126 Dosing 593.7272101 593.7272101 Chambers 519.5113088 667.9431114 Max Allowable 371.0795063 519.5113088 100 SETBACK FROM WELL # of feet = 50 SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 25 SETBACK FROM DRY GULCH # of feet = 75 4 V PO Box 2844 Glenwood Springs, CO 81602 Ph 970618.5033 Fax 303.216.27% March 24, 2008 Wildcat Ranch Association Attn: Mike Thomas PO Box 266 Snowmass, CO 81654 Project No. 1432 Subsurface Investigation and Revised Repair Onsite Wastewater System Design, Existing Wildcat Ranch House 875 Wildcat Way Pitkin County, Colorado Mike, ALL SERVICE septic, LLC and HP Geotech (Pro No 407 0300) performed a subsurface investigation for the subject property. We have prepared an onsite wastewater system (OWS) design for the subject residence. The property is located outside of Aspen Colorado, in an area where OWS are necessary. The revision is based on a change in the Pitkin Health regulations. SITE CONDITIONS A 4 -bedroom single-family residence presently exists and is experiencing problems with the drain field. The residence is approximately 2400 SF. The existing drain field will be abandoned. The proposed drain field area is relatively flat, and vegetation consists of a moderate cover of grasses. Water is provided by Wildcat Ranch. SUBSURFACE The subsurface was investigated by digging one profile pit and three percolation holes, as indicated. The materials encountered in the profile pit consisted of 1 -foot of a sandy root zone, underlain by sandy clay to the maximum depth explored of 8 feet. Groundwater or bedrock was not encountered. Three percolation holes were dug, in the area of the proposed drain field, as indicated. Percolation rates ranged from 16 to 20 minutes per inch (MPI). A 17 MPI rate will be used to design the OWS. DESIGN SPECIFICATIONS The OWS repair design is based on 4 -bedrooms and an average sewage load of 600 GPD. The installation must include the existing 1250 -gallon, two-compartment septic tank with the addition of an effluent filter on the outlet. Tank alternatives may be considered. Two gravelless beds, using a Subsurface Investigation and Revised Repair OWS Design Project No. 1432 3/24/08 Page 2 `Quick -4' InfiltratorTM chambers, must be installed as indicated. Each bed must have 54 chambers, for a total of 994 square feet (SF) of infiltrative area. A concrete distribution box with a baffle and serial overflow pipes will distribute effluent. 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. Erosion control should be practiced prior to and during re -vegetation. 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. Excavation equipment must not drive in excavation of drain field due to the potential to compact soil. 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. Subsurface Investigation and Revised Repair OWS Design Project No. 1432 3/24/08 Page 3 LIMITS: The design is based on information submitted. If soil 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. Please call with questions. Sincerely, 0 LICEN ��..oNtR8E;9T.•O ALL SERVIC ptic, LLC Reviewed .•� A • �. 38662 ^': Timothy R. Petz Richard H. $ •' IONP� 3 copies PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1432 F'RUHLE F'I I Date of Test: 11/20/2007 0 - 1' Root Zone, Sandy, Sod Grass 1'- 8.0' Clay, Sandy, Sparse Gravel, Stiff, Moist, Red/Brown No Groundwater or Bedrock was Encountered Hole No. Hole Depth (in.) Interval (min.) Measurement at Start of Interval (in.) Measurement at End of Interval (in.) Change (in.) Percolation Rate (min./in.) MPI 1 32 20 4.50 6.25 1.75 2.00 3.50 1.50 20 6.25 7.50 1.25 20 5.00 6.25 20 7.50 8.50 1.00 20 8.50 dry fill 20 3.50 4.50 1.00 20 4.50 5.50 1.00 20 2 32 20 4.50 5.75 1.25 20 5.75 7.00 1.25 20 7.00 dry fill 20 3.50 4.75 1.25 20 4.75 6.00 1.25 fill 20 5.75 7.00 1.25 16 3 40 20 6.00 7.00 1.00 20 7.00 8.75 1.75 20 8.75 dry fill 20 2.00 3.50 1.50 20 3.50 5.00 1.50 20 5.00 6.25 1.25 16 AVG =17MPI �I Carla Ostberg From: Andee Neely -McCauley [amccauley@tosv.com] Sent: Thursday, April 03, 2008 10:38 AM To: Carla Ostberg Cc: Mark Kittle; Dave Ellis Subject: 875 Wildcat Way septic repair/replacement Carla, Re: 875 Wildcat Way Page 1 of 1 Per your request, it is my understanding that no approval or direction is required from the Town of Snowmass Village Building/Planning Department for septic system repairs/replacement associated with the above referenced address (Wildcat ranch managers residence). Please feel free to contact me with any further questions. Andee Andee Neely -McCauley Permit Technician Town Of Snowmass Village 923-5524 (ext 630,) amccouleyGtosv.com 4/3/2008 t TC Ord94-08 Page 1 —extensions and all Wildcat Ranch infrastructure; (b) Barns and/or sheds without caretaker units, so long as the barn is located proximate to pasture lands as shown on the Irrigation Master Play. Map and not with -J, n any 1041 Hazard Areas as shown on the Develooablt Land Map; (c) Barrs and,/or sheds with attached or detached caretaker units, so long as the barn is located proximate to pasture lands as shown on thAe Irrigation Master Plan Map and not within any 1041 Hazard Area, as shown on the Developable Land Map, and so long as the barn is located within 100 feet of the driveway to the principal dwelling unit. Any detached caretaker unit must be within 50 feet of the barn. (d) One "pack country" type recreation, but Per Homestead not to exceed three hundred and fifty (350) square feet. No owner may construct a but without first obtaining a building permit from the Town and approval of the Wildcat Ranch Association ,or the Wildcat Ranch Site and Architectural Review Committee or "SARC"). Prior to obtaining any building permit for the Inut, the owner shall restrict the use of the hut. The restriction shall be for the benefit of the Town: and Wildcat Ranch, and shall be enforceable by the Town, to assure that the but will not have plumbing, eiectrical service or vehicular access and that the use t:.ereof will be sublect to seasonal use restrictions in Wildlife sensitive areas based on recommendations or the Association and the Colorado Division o- Wildlife. In no instance shall a recreation but be permitted in any severe winter range or winter ccncen-ration area as identified on the Wildcat Ranc'r. Range Map," which is on file with the Town as part cf the Application. At the tire that any homesteac owner applies to the Town for a building per -it to ccns-ruct a recreation hut, the Wildcat Ranch Asscciaticn and the owner of that Homestead shall grant to the Town -he right to enter upon Wildcat Ranch and the Homestead in order to periodically inspect and enforce the restrictions described here. 2. The Ranch Manager's Parcel shall be used for all currsrt uses now in place including, but not limited to, rant^ management functions and residential uses for Association employees. It may also be used in the future fcr the creation of a central barn, expanded employee housing for the Association, fire protection including a substatisn and employee housing for the fire protection purpose related only to Wildcat Ranch. Regarding the Ranch Manager's a C TC Ord 94-08 Page 12 Parcel: (a) A one hundred foot (1001) natural buffer shall be provided along each side of the Wildcat Creek within the ranch center complex expansion area with the exception of an existing cor=al enclosure for horses. The current state of the stream buffer shall -be enhanced/ restored through revegetation efforts utilizing native plant materials. The actual implementation of the. buffer shall occur prior to the construction of anv new structures or uses within the expanded ranch center complex area. Maintenance of -he stream buffer shall be incortorated into the wildlife management plans to be reviewed annually. No domestic livestock shall be allowed to graze within the stream buffer, wit:. the exceptior. cf the existing gorse coral as provided above. (b) Spill containment structures shall be provided around all above ground fuel tanks located on the Wildcat Ranch property. (c) The existing recreational development envelope on the northeast side of Wildcat Lak-e, and the envelope on the west end of the dam shall be limited to low -impact recreational uses and amenities such as rest room/locker structure, limited boat storage, picnic area with dock and lake maintenance equipment storage. The combined sauare footage cf _est room., and maintenance equipment storac_e snail not exceed five hundred souare feet (500'); and shall be located in a single structure. The boat storage facility shall consist of an oven sided s ed t -_✓pe structure, not 1im-Lted in size. (d) r,ccess to the new envelope = t: -:e -gest end of the. day: shall follow the approved align. -gent to Homestead ; . T -p to twelve (12) parking spaces may be previa_, at the recreational envelopes, tote allocated per envelope at the discretion of the Applicant. (e) Automobile access to the picnic and boat _ar.dir.g recreational easements on Hcnestead 7 shall to prohibited. (f) Use of Wildcat Lake shall be li^ited to electric powered and non -motorized boats. One gasoline powered boat shall be allowed for emergency and maintenance purtioses. 3. Dogs shall be permanently allowed- within the Wildcat Ranch W W I L D C A T R A N C H February 26, 2008 Environmental Health & Natural Resources Pitkin County Attention: Carla Ostberg Re: Septic Permit for Wildcat Ranch Manager's House The Ranch manager's house address is 0875 Wildcat Way and is part of the 35 acre ranch manager parcel on Wildcat Ranch which is serviced by the Wildcat Ranch water system PWS 149-185. Mike Thomas is the operator in charge. Sincerely, Mikel T. Thomas, Manager Wildcat Ranch Association WILDCAT RANCH ASSOCIATION 0 8 7 5 WILDCAT WAY • P.O. 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N "ommmmz \ i Z N <M D -Z1 O O Z� 0 3 fC/) IMP m =o -11 z 3nr f r A m�D O X A �. r C c D N m 3 z D3 X m m �mr Rm (a D i o m _ < � n >Zn AO N N N m n 0 Z O m n � T F Dr n 2 3 O m m m � 0 m X 0 Z D n m m m N , m rz rn-1 O O O C,Xz Dim m = m m � mm Zz m m F �- = O 7J ms m 0 C un X� r? m x N Ln O G1 N 0 0 O O P k� 6� a (4V m�a =Q0 m m or" ADD m�Z �3x O Z n -4C m m am 0 y � :j z z xO 00 06 m T T _ C z 1 A T fD i Ov4 t _ A lanJ _. AD�WTfQ--NvIG THS RA C -H W-NAG'ER'S RESIDEN :sons``" 4� wildee Raven Snosxass Y[s C9larado r est. S ', t G N �C O M P /k ;� Y 40b 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 CONFIRMED PRIOR TO EXCAVATION. BUILDING ENVELOP E BOUNDARY EXISTING RANCH BUILDING EXISTING RANCH BUILDING HP GEOTECH EXCAVATED PROFILE AND PERCOLATION HOLES EXISTING DRIVE CONCRETE ------------ ------------- DISTRIBUTION BOX WITH / SERIAL OVERFLOW PIPES BAFFLE - - - - - - r P-1 12' min to slope 1, Profile OBSERVATION o SDR 35 PVC PIPE PIPES P _ i I I EXISTING 1250 -GALLON / SEPTIC TANK. (ADD / EFFLUENT FILTER) 00 I EXISTING SEWER LINE t EXISTING FOUR BEDROOM RESIDENCE TWO GRAVELLESS CHAMBER -BEDS WITH EACH BED HAVING 54 CHAMBERS I FOR A TOTAL OF 108 CHAMBERS. TOTAL AREA PROPOSED = 994 SF I i BUIL NGDI ENVELOPE BOUN AD RY - - ABANDON EXISTING DRAIN FIELD EXISTING DRIVE EXISTING RANCH BUILDING SCALE I" = 201 NORTH WATER IS PROVIDED BY WILDCAT RANCH Existing 1250 -Gallon, Two -Compartment, Septic Tank with 4" Dia. Biotube Effluent Filter PVC Splice Box w/Cord Grips Concrete Riser and Lids Slope Ground O � 1 Away From Riser Conduit tolam— Q Filter Cartridge Handle O'1 Alarm Panel (field cut to desired height) Orenca Systems® Conduit Seal I ' Inlet Tee 1 I I 1 Vent Orifice SUTHERUN, OREGON 1 Effluent Discharge 97479-9012 WATER IS PROVIDED BY WILDCAT RANCH Existing 1250 -Gallon, Two -Compartment, Septic Tank with 4" Dia. Biotube Effluent Filter TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE WITH RISERS 4" EFFLUENT TO GRADE INFILTRATOR(R) QUICK(TM) LINE 1 / rl-IAMRFRc z' x / '—I 4" PVC HEADERS PVC Splice Box w/Cord Grips Concrete Riser and Lids Slope Ground O Away From Riser Conduit tolam— Q Filter Cartridge Handle O'1 Alarm Panel (field cut to desired height) Orenca Systems® Conduit Seal —/// Incorporate Inlet Tee E14 AIRWAY AVENUE Vent Orifice SUTHERUN, OREGON 1 Effluent Discharge 97479-9012 Liquid Level ZA' TELEPHONE: ALARM IS 2° Modulating Discharge Orifices (541) 459-4449 OPTIONAL 1541)FACSIMILE:5 Vault Inlet Ports ;sat) 459-2894 High Level Alarm Float (optional) © Patents # 4,439,323 & 5,492,635 Filter Cartridge Foreign Patents Pending FT0400 Series Biotube Effluent Filter NDW—TD-09 2002, OrencD Systems, Inc. - Rev. 1.0 (2/98) TYPICAL PLAN VIEW - N.T.S. CONCRETE DISTRIBUTION BOX WITH BAFFLE WITH RISERS 4" EFFLUENT TO GRADE INFILTRATOR(R) QUICK(TM) LINE 1 / rl-IAMRFRc z' x / '—I 4" PVC HEADERS INFILTRATOR(R) QUICK4(TM) CUT SHEET 34" DESIGN 4 -BEDROOM MAIN RESIDENCE, <6000 SF TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) _ 1125 GALLONS REQUIRED TANKS = USE EXISTING 1250 -GALLON, TWO-COMPARTMENT SEPTIC TANK. ADD AN EFFLUENT FILTER TO THE OUTLET. INTEGRITY MUST BE VERIFIED DURING CONSTRUCTION. QUICK4(TM) END CAPS SERIAL OVERFLOW OBSERVATION/VENT PIPES (TYP.) 1PIPES L 1'4° 36' 3' L 1,4, CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT rBACKFILL PIPE WITH CAP AVERAGE LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 17 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 17) / 5) X 1.4 = 1039 SF REDUCTION OF 10% = 936 SF BED SPECIFICATIONS WIDTH OF BED = 18 FEET = 6 CHAMBERS LENGTH OF BEDS = 36 FEET = 9 CHAMBERS EACH BED = 54 CHAMBERS TOTAL NUMBER OF CHAMBERS = 108 TOTAL INFILTRATIVE AREA = 994 SF TWO TOTAL BEDS 4' MAX EXTENT OF EXCAVATION BED MUST BE LEVEL NOTES: SLOPE FOR D RAIN GE 2.0' MIN SCARIFY SURFACE INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' BEDS MAY 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 PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF IRRIGATED 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 ALL SERVICE septic, LLC 875 WILDCAT WAY PROJECT N0. 1432 PO BOX 2844 WILDCAT RANCH HOUSE REPAIR OWS DESIGN - MIKE THOMAS GLENWOOD SPRINGS, CO 81602 THOMAS RESIDENCE 3/24/08 970-618-5033 O ZA' INFILTRATOR(R) QUICK4(TM) CUT SHEET 34" DESIGN 4 -BEDROOM MAIN RESIDENCE, <6000 SF TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) _ 1125 GALLONS REQUIRED TANKS = USE EXISTING 1250 -GALLON, TWO-COMPARTMENT SEPTIC TANK. ADD AN EFFLUENT FILTER TO THE OUTLET. INTEGRITY MUST BE VERIFIED DURING CONSTRUCTION. QUICK4(TM) END CAPS SERIAL OVERFLOW OBSERVATION/VENT PIPES (TYP.) 1PIPES L 1'4° 36' 3' L 1,4, CROSS SECTION OF TYPICAL CHAMBER -TRENCHES 4" SDR 35 PVC OBSERVATION/VENT rBACKFILL PIPE WITH CAP AVERAGE LOADING = q = 600 GALLONS PER DAY PERCOLATION RATE = 17 MINUTES PER INCH CALCULATED AREA = (((1.5 X q) X sqrt 17) / 5) X 1.4 = 1039 SF REDUCTION OF 10% = 936 SF BED SPECIFICATIONS WIDTH OF BED = 18 FEET = 6 CHAMBERS LENGTH OF BEDS = 36 FEET = 9 CHAMBERS EACH BED = 54 CHAMBERS TOTAL NUMBER OF CHAMBERS = 108 TOTAL INFILTRATIVE AREA = 994 SF TWO TOTAL BEDS 4' MAX EXTENT OF EXCAVATION BED MUST BE LEVEL NOTES: SLOPE FOR D RAIN GE 2.0' MIN SCARIFY SURFACE INFILTRATOR(R) QUICK4(TM) CHAMBER, 3' X 4' BEDS MAY 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 PURPOSE. THE SLOPE AT THE PROPOSED DRAIN FIELD IS RELATIVELY FLAT. VEGETATION CONSISTS OF A FULL COVER OF IRRIGATED 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 ALL SERVICE septic, LLC 875 WILDCAT WAY PROJECT N0. 1432 PO BOX 2844 WILDCAT RANCH HOUSE REPAIR OWS DESIGN - MIKE THOMAS GLENWOOD SPRINGS, CO 81602 THOMAS RESIDENCE 3/24/08 970-618-5033