The URL can be used to link to this page

Home My WebLink AboutPitkin.EH.247318100067 (2019)Page | 1 Pitkin County Environmental Health Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 www.aspenpitkin.com/EHNR Parcel ID #: 2467-181-00-067 OWTS Use Permit #: 0054.2019.POWU Date Issued: 9/11/2019 Issued By: Bryan Daugherty Expiration Date: 9/11/2020 Owner(s): Reva and Martin Batts Property Address: 25183 Frying Pan Rd Legal Description: Licensed Inspector: Carla Ostberg Inspection Date(s): 8/29/19 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Two Compartment concrete tank 1500 gallons Secondary Treatment Unit Absorption Area Gravelless Chamber Bed 750 ft2 Other System Components OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* *If the OWTS was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 97068 Date of Issuance: 11/4/97 Date of Final Approval: 8/31/98 # of Bedrooms or fixtures served by OWTS: System is designed to serve 3 bedrooms. Operational Status: According to the inspector’s observations on site, the system appeared to be functioning as designed. The 1500 gallon tank was in good condition. Inlet and outlet tees were replaced as part of this inspection. Risers were also added to bring access to grade. The field area did not show any signs of failure such as surfacing effluent. Inspector Recommendations: N/A Department Recommendations: Continue maintenance as needed. Issuance of this OWTS Use Permit is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. Bryan Daugherty <bryan.daugherty@pitkincounty.com> Online Form Submittal: Property Sale/Remodel Use Permit Application 1 message noreply@civicplus.com <noreply@civicplus.com>Tue, Sep 10, 2019 at 11:55 AM To: schuyler.clay@pitkincounty.com, ehapps@pitkincounty.com Property Sale/Remodel Use Permit Application Please Note: Each OWTS System must be submitted individually. If there are additional systems on the property, additional applications are required. Job Parcel ID 247318100067 Physical Address 25183 Frying Pan Rd Meredith, CO Residences 1 No. of Bedrooms 3 Square Footage of each Residence 2122 Purpose of Use Permit Property Transaction Closing Date 10/11/2019 Lot 12 Block Field not completed. Filing Field not completed. Subdivision Field not completed. (Section Break) Primary Contact Information Primary Contact First Name Reva and Martin Primary Contact Last Name Batts Primary Contact Email Address revabatts@yahoo.com Primary Contact Address NT20 LAKE CHEROKEE Primary Contact Phone Number 9039327484 Primary Contact City LONGVIEW Primary Contact State TEXAS Primary Contact Zip 75603 (Section Break) Owner Information Primary Contact is Owner?Yes Indicate Preferred Method of Payment Check Payment Contact Email for Debit/Credit Payment teri.christensen@sothebysrealty.com (Section Break) Licensed Inspector Information Primary Contact is Licensed Inspector? Yes (Section Break) Uploads Pitkin County Inspection Form 25183 Frying Pan Road Inspection Form (004).pdf Site Plan Field not completed. Floor Plans 25183 Frying Pan Floor Plan .pdf Additional Reports, etc.Field not completed. Comments or additional information: The owners Reva and Martin Batts do not have internet service in Meredith. They asked me to complete this form as their current real estate broker. I will drop a check off at your office. My name is Teri Christensen with Aspen Snowmass Sotheby's. My phone number is 970-948-9314 Batts phone in Meredith is 970-927-6421.Please copy me into all communication. Regarding the section with lot block subdivision, there is not a subdivision. Thank you.Teri PLEASE READ BEFORE SELECTING SUBMIT: By selecting SUBMIT, I certify that I am the owner or representative with the legal authority to agree to the conditions of this permit, 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 this department may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. Building Permit Instructions If this application is part of a building permit application, please bring a copy of this application to your building Pre-Submittal meeting. To get a copy, either enter your email address to receive a copy of your application, or select "Submit and Print" below. Email not displaying correctly? View it in your browser. Owner's Name: Address: Parcel Number: Inspection Date: Pitkin County Systems Inspector License Number: QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied?YES NO If NO, how long has the home been vacant? How many bedrooms are in the home? RECORDS: Were system records available from Pitkin County?YES NO If YES:Permit number: ___________ Date of Final Approval: _________ # of bedrooms permitted: ___________ Was an as-built drawing available?YES NO Is the as-built drawing accurate? YES NO If NO: SITE CONDITIONS: Proper grading, no evidence of erosion?PASS FAIL Improper vegetative cover?NO YES Evidence of compaction such as heavy machinery or livestock?NO YES Improper discharges such as straight pipes?PASS FAIL Evidence of high ground water?NO YES Snow cover present?NO YES Any question marked FAIL will require correction before an OWTS Use permit is issued. If secondary treatment is used, who is the maintenance provider? Complete a drawing of the system on last page of this form as accurately as possible. Email: Inspector's Name: Business Name: A copy of this inspection report will be remitted to Pitkin County Environmental Health Department by the Licensed Systems Inspector within 60 days of the inspection regardless of whether the system passes or fails. Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Inspection form for continued use of an existing OWTS Website: Pitkin County Environmental Health Department 76 Service Center Rd, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5374 Phone Number Page 1 TANK: Tank capacity gallons gallons gallons Tank material # of compartments Date of last pumping Lids/risers in good condition Risers to grade Riser height Riser condition/watertightness Inlet sanitary T/baffle Outlet sanitary T/baffle Effluent filter (if part of design) Condition of tank material Tank was pumped for inspection If YES, list the pumping company If NO, when was the last pumping Scum level (1st compartment)inches inches inches Sludge level (1st compartment)inches inches inches Scum level (2nd compartment)inches inches inches Sludge level (2nd compartment)inches inches inches Backflow (if pumped) Midtank baffle Watertightness PUMPS/DOSING SIPHONS: Is a pump or dosing siphon present?YES NO If YES, is the pump/dosing siphon functioning properly?PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition?PASS FAIL Is the high water alarm working, both visible and audible?PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present?YES NO UNKNOWN If YES, does the unit appear to be in good working condition?YES NO Does the owner have a current maintenance contract for the unit?YES NO UNKNOWN Maintenance Provider:_______________________________________Phone:________________________ ABSORBTION AREA: Effluent surfacing?PASS FAIL Evidence of past surfacing?NO YES Surface dampness?NO YES Excessive odors?NO YES Field location verified by observation ports or probing:Ports Probing Liquid in observation port?NO YES If YES, record depth:inches Distribution Box or ADV part of original design?YES NO UNKNOWN If YES, is it accessible from grade?YES NO Is it level and in good condition?PASS FAIL If there is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. Tank 1 Tank 2 Tank 3 Page 2 Any problems with the system that were not addressed in the inspection checklist? Please list any recommendations for the continued use of the system: Were any repairs done as a result of this inspection?NO YES If YES, please describe the repairs. Licensed Systems Inspector Signature: Additional Notes: To the best of my knowledge and training, the information collected in this inspection is accurate as of __________________, 20____. Clearly label any pictures and attach them to this form. Page 3 CBO Inc. 33 Four Wheel Drive Road Carbondale, CO 81623 cell) 970-309-5259 office) 970-704-0484 carla.ostberg@gmail.com August 31, 2019 Reva Batts revabatts@yahoo.com Onsite Wastewater Treatment System (OWTS) Use Permit Inspection 25183 Frying Pan Road Pitkin County, Colorado Reva, As requested, CBO Inc. performed an Onsite Wastewater Treatment System (OWTS) Use Permit inspection at 25183 Frying Pan Road, Meredith, Colorado on August 29, 2019. The legal description of the 0.465-acre property is as follows: Tract: 12 Section: 18 Township: 8 Range: 83 A TR OF LAND SIT IN LOT 12 LYING ELY ROW LINE OF COUNTY RD KNOWN AS THE FRYING PAN RD & LYING WLY OF THE WLY LOW WATER LINE OF THE FRYING PAN RIVER DESC BGGNG AT A LG GRANITE BOULDER WITH A DIAMOND SHAPE DRILLED INTO THE TOP OF IT SAID BOULDER BEING AT ABOUT CENTER OF THE SLY BOUNDARY LINE OF A PARCEL OF LAND CONVEYED TO MARTIN W LENTZ 8\31\1948 TH N 69 DEG 53'48"E 100.97 FT TO THE WLY LOW WATER LINE OF FRYING PAN RIVER TH S 03 DEG 32'07"W 73.19 FT ALNG SAID LOW WATER LINE TH S 05 DEG 49'38"E 108.42 FT ALNG SAID LOW WATER LINE TH N 89 DEG 30'47"W 123.54 FT ON A LINE WHICH PASSES THRU 3 GRANITE BOULDERS WITH 'M' INSCRIBED IN NLY SIDE OF SAID BOULDERS TO A PT ON THE ELY TOW LINE OF FRYING PAN RD TH 129.94 FT ALNG THE ARC OF A 452.21 FT RADIUS CURVE TO THE LEFT TH CHORD OF WHICH BEARS N 13 DEG 38'59"W 129.50 FT TO A PT ON THE SLY BOUNDARY LINE OF SAID LENTZ PARCEL TH N 69 DEG 53'48"E 56.21 FT ALNG SAID SLY BOUNDARY LINE TO POB The permit and record drawing were provided by Pitkin County Environmental Health Department (Parcel ID # 2473-181-00-067). The subject OWTS consists of one 1500-gallon, two-compartment poly Norwesco® septic tank. Effluent gravity flows to a gravelless chamber bed with 4 rows of 10 ‘Standard’ Infiltrator® chambers and 1 row of 9 ‘Standard’ Infiltrator® chambers connected with a manifold. Individual Sewage Disposal System Permit 97068 documents this system. The system was sized to accommodate 3 bedrooms. The permit received final approval on August 31, 1998. No clean out was observed between the house and the septic tank. The septic tank is on the west side of the residence. The manhole lids were located approximately 10-inches below grade. Risers must be added to bring access to the septic tank lids closer to grade. We recommend minimum 6-inch risers. Levels in the septic tank appeared normal at the time of the inspection. B&R Septic pumped the septic tank at the time of our inspection. The septic tank was structurally sound and the mid-tank baffle was in place. The inlet tee did not have an extension on the bottom of the tee. The inlet tee must extend at least 8-inches below the liquid surface. The outlet tee was also unconventional, with a tee fitting on the bottom of the tee. The outlet tee must be replaced with a sanitary tee with an open end, extending at least 14 inches below the outlet invert. We typically recommend adding an effluent filter; however, the outlet pipe does not extend far enough into the manhole lid to allow installation and removal of an effluent filter. We walked approximate soil treatment area (STA) and one inspection port was present on the north end of the bed. The port was dry. There was no evidence of surface saturation or failure at the time of our inspection. This evaluation is not a guarantee of future system performance. This inspection is good for one year. Required Repairs: • Add min. 6-inch risers to bring access to the septic tank lids closer to grade. • Replace inlet sanitary tee. Tee must extend at least 8-inches below the liquid surface. • Replace outlet sanitary tee. Tee must extend at least 14-inches below the outlet invert. A completed OWTS Use Permit Application must be submitted to the Pitkin County Environmental Health Department. Applications must be submitted to Pitkin County Environmental Health Department electronically. The following is the link to the required OWTS Use Permit Application: https://pitkincounty.com/FormCenter/Environmental-Health-18/Property-SaleRemodel-Use-Permit-Applicat- 70 Within the application, you must attach the Inspection Form where “Pitkin County Inspection Form” is requested, the OWTS Inspection Packet where “Site Plan” is requested, and Floor Plans where “Floor Plans” are requested. Floor plans may be hand drawn and must represent number of bedrooms or potential bedrooms in the residence. All questions regarding permit submission can be directed to Pitkin County Environmental Health Department, 970-920-5070. Disclaimer: This inspection is intended only as an evaluation of the present condition of the OWTS based upon what was observed and the Licensed Inspector’s expertise in onsite wastewater technology. The Inspector has not been retained to warrant or guarantee the proper functioning of the system for any period of time in the future. Because of numerous factors which may affect the operation of an OWTS, as well as the inability of the Inspector to supervise or monitor the use or maintenance of this OWTS, this report shall not be construed as a warranty by the Inspector that the system will function properly for any particular prospective buyer, and the Inspector disclaims any warranty, either expressed or implied, arising from the inspection of the OWTS or this report. The evaluation does not ascertain the impact the system is having on groundwater. Please call with questions. Sincerely, Carla Ostberg, MPH, REHS NAWT Certified Inspector Certification # 11044ITC Exp. April 2020 View of septic tank lids View of STA STA (inspection port) View of septic tank lids / need risers Inlet tee Outlet tee normal liquid levels prior to pumping / mid tank baffle View of outlet tee Outlet tee during pumping note unconventional outlet tee (tee fitting on bottom) Another view of outlet tee inlet tee (missing bottom) Bottom of inlet tee missing outlet tee after being cleaned 25183 Fryin g Pan Road Legend 25183 Frying Pan Rd 60 ft N ➤➤ N Invoice Date 6/20/2019 Invoice # 18370 Bill To Martin Batts B & R Septic Service, Inc. 0603 Handy Drive Carbondale, CO 81623 P.O. No.Terms Due on receipt Project Thank you for your business. (970) 963-3814 (970) 963-6070 Total(970) 920-2059 Aspen FaxCarbondale Rooter & Jetting Service Video Inspection Service DescriptionQuantity Rate Amount Pump septic tank @ 25183 Frying Pan Rd.1,500 0.30 450.00 Dump Fee1,500 0.20 300.00 Sales Tax 3.60% 0.00 $750.00 sirKIN COUNT aPitkin County Environmental Ath Department Onsite Wastewater Treatment System (OWTS) USE PERMIT Permit for Continued Use of an Existing OWTS 76 Service Center Road, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-920-5077 www.aspenpitkin.com/EHNR Parcel ID #: 2473-181-00-067 OWTS Use Permit #: I 0019.2012.powu Date Issued: 7/12/12 Issued By: Bryan Daugherty Expiration Date: 7/12/13 Owner(s): I Alpine Bank Property Address: 25183 Frying Pan Road Legal Description: Other System Components Licensed Inspector: Jeff Warren Inspection Date(s): 11/4/2011 SYSTEM INFORMATION Components Type Capacity/Size Primary Treatment Unit Plastic 2 Compartment tank 1500 gallons Secondary Treatment Unit N/A N/A Absorption Area Graveless Chamber bed 750 sq. ft. Other System Components N/A N/A OWTS Use Status: In use at the time of the inspection. Not in use at the time of the inspection.* If the OWr5 was not in use at the time of the inspection, it is recommended that the system be re-evaluated when it is in use for a more accurate evaluation of the system. System Records: Permit #: 97068 Date of Issuance: 11/4/97 Date of Final Approval: 8/31/98 of Bedrooms or fixtures served by OWTS: 3 bedrooms Operational Status: According to the inspector observations, the system was working properly at the time of inspection. The plastic 2 compartment tank was in good working condition and both inlet and outlet Ts were in place. The adsorption area did not show any signs of failure and there was no liquid in the bottom of the observation ports. Inspector Recommendations: N/A Department Recommendations: The department recommends adding an effluent filter to the out of the tank to prevent solids from entering the absorption area. Issuance of this OWTS Use Permit Is based solely on the conditions observed and reported by the inspector to the Department on the date of the inspection(s) and on Department records at the time of permitting. The Issuance of this permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail or that the system will not be subject to future enforcement action to correct non-compliant conditions. Estimated capacity of the system has been listed on the permit and we recommend that you monitor and/or meter water use to prevent overuse and possible failure. 0 U t Pitkin County Environmental faith Department t 1 at € A Onsite Wastewater Treatment System (OWTS) Gillr. t USE PERMIT APPLICATION 76 Service Center Rd Aspen, CO 81611 Website: www.aspenpitkin.com/ehnr/ Annlicatinn for Cnnfiniforl I Ica of nn Gvicfinn n1A/TC Parcel lot (available from the Pitkin County Assessor's Office Company: Contact/Applicant Mailing Address: 970.920-6160 or at www.ottkinassessor.orc): City, State, Zip: Cell Phone: Business Phone: Fax Number. Email Address: Indicate Preferred Method of Permit Receipt: Email Fax Purpose of Use Permit: O PERJTn Y TRANSACTION REMODEUADDTFION Property Add/ drys P LC( Email Address:Fax Number: an (, eo Malting Address: Lot: Bla Filing. Subdivision: T Residences: Other t of Bedrooms: 2 Wures/uses: Property Owner(s)_; 7 O Email Address: I r L n nkc Owner's Mailing Atldress: Ciy, te, 1 /17t D E WAsa9/6 p: Home Phone: Business Phone: Granter! inlnrmal;nn ..,.,. ee .......:w...a.__.._ _..__' y.....y .,.... oW... u,nn,. Primary Contact PersordApplirant (if not owner): Company: Contact/Applicant Mailing Address: City, State, Zip: Cell Phone: Business Phone: Fax Number. Email Address: Indicate Preferred Method of Permit Receipt: Email Fax US Mail Licensed Systems Inspector. Phone Number: s-ss Email Address:Fax Number: an (, eo Malting Address: Ci state, ZiGJtil READ BEFORE SIGNING: hat the above information Is complete and accurate and that 1 have provided complete and accurate information in all of the documents In my application package. I acknowledge that this department may revoke any permit I am issued If my application is found to contain anyto, false, or misleading information. Please allow 3-5 business days for processing of Use Permits. OFFICE USE ONLY ived by EH Staff: Fee & Receipt * Date: 0 0 g Onsite Wastewater Treatment Systems (OWTS) Use Permit Inspection Form Pitkin County Environmental Health Department 0405 Castle Creek Road, Suite 10, Aspen, CO 81611 Phone: 970-920-5070 Fax: 970-926.5077 Website: ww.v.aspenaitkin.com%ennr Inspection form for continued use of an existing OWTS Owner's Name: ALPj.V 96JAk Address: Parcel Number:_ Q q? 3 . 067 Inspection Date: 1I- Li- i f Inspector's Name: Te W (Afl rr[n Business Name: e.-) R2,o- tc/ Phone Number -'17n - Biu S - C C1 C1 Email: Pitkin County Systems Inspector License the Licensed Svstems Inspector within 60 does of the inspection regardless of whether the system asses or falls. QUESTIONS FOR PROPERTY OWNER PRIOR TO INSPECTION: Is the home currently occupied? YES J('O If NO, how long has the home been vacant? How many bedrooms are in the home? When was the tank last pumped? Name of pumping company: If secondary treatment is used, who is the maintenance provider? RECORDS: Were system records available from Pitkin County? If YES: Permit number: Vmt e Date of Final Approval: V -31-W tf of bedrooms permitted: 3 VES NO Was an as -built drawing available? NO Is the as -built drawing accurate? ES NO If NO: Complete a drawing of the system on lost page of this form as accurately as possible. Any question marked FAIL will require correction before an OWTS Use permit is issued. SITE CONDITIONS: Proper grading, no evidence of erosion? G;) FAIL 3 0 0 TANK: Tank 1 Tank 2 YES Tank 3 Tank capacity 1500 gallons Does the pump/wiring/dosing siphon appear to be in good condition? gallons FAIL gallons Tank material PtIA M L SECONDARY TREATMENT: Is a secondary treatment unit present? YESNO V of compartments 2. NO Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Date of last pumping it -1-/1 Lids/risers in good condition AS FAIL PASS FAIL PASS FAIL Risers to grade YEV NO YES NO YES NO Riser height 6 Riser condition/watertightness o. Inlet sanitary T/baffleq5 FAIL PASS FAIL PASS FAIL Outlet sanitary T/baffle ASS FAIL PASS FAIL PASS FAIL Effluent filter (if part of design) PASS FAIL M PASS FAIL N/A PASS FAIL N/A Condition of tank material AS FAIL PASS FAIL PASS FAIL Tank was pumped for inspection YES N YES NO YES NO Scum level (1st compartment) 2V " inches inches inches Sludge level (1st compartment) 1 2, inches inches inches Scum level (2nd compartment) Inches inches inches Sludge level (2nd compartment) inches inches inches Backflow (if pumped) P FAIL PASS FAIL PASS FAIL Midtank baffle FAIL N/A PASS FAIL N/A PASS FAIL N/A Watertightness S FAIL PASS FAIL PASS FAIL PUMPS/DOSING SIPHONS: FAIL Is a pump or dosing siphon present? YES YES If YES, Is the pump/dosing siphon functioning properly? PASS FAIL Does the pump/wiring/dosing siphon appear to be in good condition? PASS FAIL Is the high water alarm working, both visible and audible? PASS FAIL SECONDARY TREATMENT: Is a secondary treatment unit present? YESNO UNKNOWN If YES, does the unit appear to be in good working condition? YES NO Does the owner have a current maintenance contract for the unit? YES NO UNKNOWN Maintenance Provider: Phone: If there Is no maintenance contract, a contract must be in place prior to occupancy of the home. A copy of the contract must be submitted to Pitkin County Environmental Health Department. ABSORBTION AREA: Effluent surfacing? Evidence of past surfacing? Surface dampness? Excessive odors? Field location verified by observation ports or probing: Liquid in observation port? If YES, record depth: PASS FAIL YES NO YES 0 IN YES P Probing NO YES inches APPLICATION FOR .NDIVIDUAL SEWAGE DISPOSAL SYSTEM 130 S. Caudna SL. Aspen Colorado 61611 1 4jt;e 97i920.5070/Fax 970-920.5039 Permit # /Q Parcel ID # IA -/ 7 3 - / SS / - 00-0 Co Z Permit For. New Installation (-A Repair O Remodel O Emergency Use( ) NdmeotOWNER ** 72bM Street Address ?5-I /' • Owners Mailing Address aX I9IL ifill 062J Business Phone: V b' 3&Ls Home Phone: "/089 Legal Descnpuon: Lot ,Block ` p . Subdivision Size of lar.• 50 acres Type of proposed stmature: 7• F r IC r Size of bldq. envelope: Total arearlMitc; space (sq. hl: 204010 s of Bedrooms, offices and similar size moms: 3 Caretaker Unit I )Attached f )Detached I 1 Total areaffiwing space of caretaker unnfsa n.) ( 1 # of Bedrooms, offices and similar size rooms Primary Contact Person AtA V 70/"090 Contact Mailing Address &X 11040 .31111 & ii/ 2• Business Phone : i1 Cell Phone : E ' q30V' -/w7 Water( 4nvate well ( )Sonnq ( )Stream ( 1 Community/Public (Name of Is Proof of Adequate Water Attached ( Required) ? ( f) Yes ( I No ( A water quality test and well pump test or approval letter from community system) Has this project been approved by Pitkin County ? ( 04es ( ) No Is a copy of the floor plan attached ( Required 17 ( wf1'es ( ) No Application for an individual sewage disposal system is hereby submitted. I hereby comfy that the above information is true and accurate and that I have provided true and accurate information on locations of all edsting and proposed wells. contour intervals, buildings. Property lines. ditches. slopes, waterlines, springs. suction or imgation lines. drinking water =tams. drain tiles, irrigation ditches, lakes, water courses, streams, floodplain. dry gulches. and existing septic systems. I acknowledge that any false or incomplete momnation will imaidate the application and arty subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction bow rtaken until as approvals and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this system. Signature of applicant / C/ Date A fordepaRmem-Uff below____________--_-__---_---_-____--_____________ PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Pen RdtO mm per inch Pmfile Hole Depth ll% feet Septic tank capacity: /SSD gallons Absorption area: _ /C'l / sq. R A jerC. ii ref ilrcd an enjPilll dcs,gn . "14 des/y7 aAd spcl4lulis-s r (,1,f,s Sfi-oll a;k 6"Lu— AtW OGd. lo, (07 ma4 Liawcd. 4"y CAM'115 mss+ 6c kPPrnaCd tic llf9inCt of Akis de fr4wT i . 4 ISo0 gall(,, 6Q{ltJ rrc 12Ak is tr9a;rtd • 30% rrj,. Am -1fr 1111441use. W grill cdual ;s allolucd ok/ck rl Juze-s JG. Square fD642 ?- -1b 75D or 49 CJ.,oflers. al/ :5fj s rnusL be ma;,) 42,;.xd . An Inspection is required prior to backfill of any component of the distribution system. Design by Engineer Required ? (Wyss ( ) No All plans and specifications of the engineer must be followed. Any changes must be approved by the Aspen/Pilkin Envirommntal Health Department in writing and the engineer must certify the final installation to the Environmental Health Department in writing. Permit approval by: fr Date //- Plass and specifications it Ne pmposed individual sewage disposal syste ave been reviewed and are considered satisfactory. permission is hereby granted to the owner or the agent to perform the work indicated in accordance Nth the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes imalid fi 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 Receiptif t/ Site Plan ' Well Permit and Soils Test 3' Data received Floor Plan Water quality Test or Ir- N-97 Date Info Complete Received by Comm Dev Approval puler Au L" - 1. 44" Water System Letter Final Insp Raquested Final Inspection Approval: Date: Aaeap 1e'a 3 3 vv- 9Y Asp n f Pitkin Environmental Health DepartmenO Contact Log Sheet Name: S Parcel IN:•.. Date Person Spoken To Comments J Action to be Taken s ' � „r 1 �� : � a.�y 1. .. �L ate.• .• i� 1 J� —� ��.��. � �—!Il.!Il*_ . . ter. • -�- - - - - � � .��' 44 I MIT —WI f f 1 ir_ •�. _ • . —.. .11. . _ -- _ r �L- r .�1✓ AJW -- 0 JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 1139TH STREET, SUITE 214 P.O. BOX 1459 GLENWOOD SPRINGS, COLORADO 816021458 PHONE: (970) 9452550 FAX: (970) 9451410 Tom Dunlop Pitkin County Environmental Health 130 South Galena Aspen, CO 81611 Re: Allan Thomas I.S.D.S final inspection Thomasville above Ruedi Reservoir Dear Tom: 0 Jut q July 27, 1998 On July 24, 1998 a final inspection of the ISDS was performed by Jerome Gamba & Associates, Inc. and was found to be in substantial conformance to the plans and specifications dated October 10, 1997, except for the following field changes; 1.) The Fine Washed Tailings (sand filter) material name description was changed at the gravel plant to 1/4" Chip, which according to the plant operator is the same material. 2.) The location of the septic tank has been changed to the front of the residence as shown on the as -built plan. 3.) The Septic Tank is a Norwesco,1500 gallon Plastic tank, which shall be covered with approximately 3" of cover material, overlain with a metal sheet and then weighted with large boulders to counter weight the plastic tank when the tank is being pumped out. 4.) The depth of filter material under the north end of the leach field is approximately 2'-3" in depth below the bottom of the Infiltrator and 3' + in depth at the south end of the system. G\97615\1homas as-built.doc S Page 1 of 2 C, J Accompanying this letter is a copy of the Record (or "As -Built") Drawings. If you have any questions or comments, please call me. Sincerely, JEROME GAMBA & ASSOCIATES, INC. Y/// z Chris StrouSe Robert W. Pennington, P.E. 29323 cc: Allan Thomas G:\97615\thomas_as-bui1t.doc 9 29323 7lnk Pa e2of2 JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS RQ" 141111 i I/ Rha e / / owEsnt uTER Ncu Ia / H•PS5 K' / / 1T scRAa IA:E I/ T R h w RdNdi ¢p cK 0E961 J 111 O P. 1 Crnml P0000 r..1Umd b e J Pvlroo nvw or. IUOO .I. mN H~ A— 2 P.opi. pr B or.en mC an awrep. Io,w.op. nw of 1=0 I o.— P- 3 Y prFn Or Eex, d4 Ie IM CdwaOo Slab OW wlmwl of pIN. ' xI• m y Tnr.bc Lx! rw.' J BE.II Y 3 p.ryl. pr n.bvarr 6 pwgl. Q e p -V. x 100 (bG/p r.n - am bdw P. mI (A..4. bAYIYIW U/ Y RM - IR3 M tM AWRAW DA T R(IR VQA j 1n.N¢C YaWnwn ONY nw - 1.75 . Av *, O.xY Rs - IU50 W YwNVY 5 M TMP( SIM - 1500 UOw p.ml.tlm 1sb ... ylwn.Y oY J.vn. Lento . A.a1NS alr• a n wa.ntl iW Yql yryYtl t Pvn we l.n 9q. labApw.pel. flslb b Ilu p.niotbn . a Io.nJ b M 36 Te bvplM Ms !e . rwmtl bm.l-tp. I.on MC b ceo,lelW a r.v 11. ol'o.Aw Twrnrlo: A - ADvyum M.a A ' " 5 0 - Yadm.m coE7 na - IUW r •' 1 - prcabllm Rpb - u M inb/In po p 1P..bL in. rauYtl LOC, fbY ds - I07&19 I. ASeoroFO b ln. R1NIM LWNtt po -t of fA.Yv.n..IC Xolln, .no In. '1nnVats bOAFO nomel b IrolCl.x F e Iron COM1yrolbl Gar.MCllm o/ -6 S, In. tl- d lM ACvplbn wa b 0. n w 1L..b. QF am) x loran - 740.M $ Gt. of Nnlrolm . U iA. er.a a y RIYI, Coml7, .Bs.! p. NnValw - 11.3 4 xL in. minlmum wmCr pf Innlrala'. rydrM b - .aJ u lls o u5E .0 wb T1E lbrnlR+iq1 KD !R4 1 BE 1 Ra,, %A uMR NCE 0Y 10 INnLMkMOt WIR LMC ona OE ROM 0 UN3 1,NG ME RM SIM WLf A YNW W M 3.' 6 MMR (MR ME MITE aVkTJkT0R IEKNWO mm u> AR PPTbI iR1L M .IMY MT E$ W wAMR =Mw IL y AB10ipn011 M"(>I M MTA w ,R NAMR SIPPLY v 311 , UNG n IL AB1 7`,R IRLNOI M PR Rn (y - 10 IL A PPnw i c,I M SGPT[ TA R a MtW,RPTM TRERa To SIPNc OR 0QL IN It WPM T. TT R(90EML 5 K ALL rORpIENR xo TK WPM SNa" S L BE MT,WLO +r19RONc M MMR COIMTY V 0 M0 oaPARTUMT W 1[ALM ('QfES AM ACOItlIc io YAMIEKILNERS 9{pnrJRTbfi a IO' la.vo' \ r AppNbmlATE nJp Or F]ITFNR K SAM RMR BM[ RTEl1 pRpMOE N lw S3 aRE WNY/,Q ALLY {Rp1 nElD f YWITpt N06 1 J PROPOSED RESIDENCE c.•ff wJ under construction) IiTx(TO) 1Nr awr YAMEIXD J/ LENSiALLEOLELT>J IS 9 _ M%IMEAA - ISM GIli61 iUSM SIDTC TMR SOn b pK RpE 1 1 t2L0' II PRppERn e0..'43ARY 34,00' C3 o GYkoro 1f•R= v PROPOSED GARAGEZ = I 2zao' r7O I 9d IL C WMT T R h w RdNdi ¢p cK 0E961 J 111 O P. 1 Crnml P0000 r..1Umd b e J Pvlroo nvw or. IUOO .I. mN H~ A— 2 P.opi. pr B or.en mC an awrep. Io,w.op. nw of 1=0 I o.— P- 3 Y prFn Or Eex, d4 Ie IM CdwaOo Slab OW wlmwl of pIN. ' xI• m y Tnr.bc Lx! rw.' J BE.II Y 3 p.ryl. pr n.bvarr 6 pwgl. Q e p -V. x 100 (bG/p r.n - am bdw P. mI (A..4. bAYIYIW U/ Y RM - IR3 M tM AWRAW DA T R(IR VQA j 1n.N¢C YaWnwn ONY nw - 1.75 . Av *, O.xY Rs - IU50 W YwNVY 5 M TMP( SIM - 1500 UOw p.ml.tlm 1sb ... ylwn.Y oY J.vn. Lento . A.a1NS alr• a n wa.ntl iW Yql yryYtl t Pvn we l.n 9q. labApw.pel. flslb b Ilu p.niotbn . a Io.nJ b M 36 Te bvplM Ms !e . rwmtl bm.l-tp. I.on MC b ceo,lelW a r.v 11. ol'o.Aw Twrnrlo: A - ADvyum M.a A ' " 5 0 - Yadm.m coE7 na - IUW r •' 1 - prcabllm Rpb - u M inb/In pop 1P..bL in. rauYtl LOC, fbY ds - I07&19 I. ASeoroFO b ln. R1NIM LWNtt po -t of fA.Yv.n..IC Xolln, .no In. '1nnVats bOAFO nomel b IrolCl.x F e Iron COM1yrolbl Gar.MCllm o/ -6 S, In. tl- d lM ACvplbn wa b 0. n w 1L..b. QF am) x loran - 740.M $ Gt. of Nnlrolm . U iA. er.a a y RIYI, Coml7, .Bs.! p. NnValw - 11.3 4 xL in. minlmum wmCr pf Innlrala'. rydrM b - .aJ u lls o u5E .0 wb T1E lbrnlR+iq1 KD !R4 1 BE 1 Ra,, %A uMR NCE 0Y 10 INnLMkMOt WIR LMC ona OE ROM 0 UN3 1,NG ME RM SIM WLf A YNW W M 3.' 6 MMR (MR ME MITE aVkTJkT0R IEKNWO mm u> AR PPTbI iR1L M .IMY MT E$ W wAMR =Mw IL y AB10ipn011 M"(>I M MTA w ,R NAMR SIPPLY v 311 , UNG n IL AB1 7`,R IRLNOI M PR Rn (y - 10 IL A PPnw i c,I M SGPT[ TA R a MtW,RPTM TRERa To SIPNc OR 0QL IN It WPM T. TT R(90EML 5 K ALL rORpIENR xo TK WPM SNa" S L BE MT,WLO +r19RONc M MMR COIMTY V 0 M0 oaPARTUMT W 1[ALM ('QfES AM ACOItlIc io YAMIEKILNERS 9{pnrJRTbfi a 10/09/97 08:00 $`3039451410 JGA IL • r JEROME GAMBA & ASSOCIATES, INC. CONSULTING ENGINEERS & LAND SURVEYORS 1179TH STREET. SUITE 214 P.O. BOX uss GLENWOOD SPRINGS, COLORADO 81fi02-1459 PNONE:(970)945-2550 FA%:(910)945.1410 FAX TRANSMITTAL DATE: /(CI-)- Q-- _`7 TIME: TO: /t)4/x/ Name / ll1ir (OCLIG / L rU L / Company Fax Number Phone Number for Confirmation FK: .7 5T2l2C Name Z001 1p-,0) 945-1410 _.. Faxx /Number Sent By Total number of pages including this cover sheet: ? If you receive less than the number of pages indicated above, please call (970) 945-2550. Otherwise, we will assume you have received the transmission satisfactorily. Comments r R!'%969991FAr.5HEET,NPB U 0- 10/09/97 08:01 '8`3039451410 JGA INDIODUAL SEPTIC SYSTEM DESIGN • 1 • Current proposed residence is a 3 bedroom house over 2000 s.f_ Assume 2 people per bedroom and an overage daily sewage flow of 100.0 gallons per person, per day, according to the Colorado State Department of Health. Therefore: 3 BEDROOMS X 2 people per bedroom = 6 people 6 people X 100 Gpd/person = 600 Gallons per day (Average Daily Flow) MAXIMUM DAILY FLOW = 175% of the AVERAGE DAILY FLOW 002 F>x iZv- 5l;R7 Therefore; Maximum Dolly Flow = 1.75 X Average Daily Flow = 1050 gpd MINIMUM SEPTIC TANK SIZE = 1500 Gallons V/ Percolation tests were perfomed by Jerome Gamba & Associates, Inc., using a Fine Washed Tailings acquired from Western Slope Aggregate. Results for the percolation tests was found to be 26 min/in. The Absorption Area for a norm]each field is calculated using the following formula: Y4yn.:: •_ A = 017- 5 A = Absorption Area Q = Maximum Doily Flow — 1050 IoSo n V 24 5 A=ZroX 5-,01 t — Percolation Rate = 26 min/in. 9 Therefore, The required Leach Field area = 1070.79 s.f. According to the PITKIN COUNTY Department of Environmental Health, when the ""Infiltrator"" leaching chamber is installed in a trench configuration, a reduction of 30% in the size of the Absorption area is allowed. Therefore; 0.70) X 1070.79 = 749.55 Sq. Ft. of Infiltrators The area as per Pitkin County, allowed per Infiltrator — 15.5 sq. Ft. Therefore: The minimum number of Infiltrators required Is = 48.3 units USE: 49 units y THE INFILTRATOR BED SHALL BE TlINFILTRATOR UNITS WIDE BY 10 INFILTRATOR UNITS LONG and ONE ROW 9 UNITS LONG. THE BED SHALL HAVE A MINIMUM OF 24" OF COVER OVER THE ENTIRE INFILTRATOR LEACHING AREA. MINIM M HORIZONTAL DI TANCES BETWEEN SEPTIC SYSTEM COMPONENTS: ABSORPTION TRENCH TO ANY DITCHES OR WATER COURSES: 50 ft. ABSORPTION TRENCH TO POTABEL WATER WATER SUPPLY OF SUPPLY LINE: 25 ft. ABSORPTOIN TRENCH TO PROPERTY LINES: 10 ft. ABSORPTION TRENCH TO SEPTIC TANK: 6 ft (r l ASSORPTON TRENCH TO SPRING OR WELL. 1 5 ft lo` if SEPTIC TANK TO RESIDENCE_ ALL COMPONENTS FO THE SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO PITKIN COUNTY AND COLORADO DEPARTMENT OF HEALTH CODES, AND ACCORDING TO MANUFACTURERS SPECIFICARTIONS. 10'09/97 08:01 $5039451410 JGA 0 003 qtw i i ZIXLW v vnor03Ea gescdC Iars ! r_,r oa e rJsm vs galr sre tR C1 asr.mr my ASPEN/PITKIONVIRONMENTAL HEALTH DEPARTMEf` ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Permit # Name Thomas Parcel ID # House SizE 2,066 (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 3 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit Average Daily Waste Flow 450 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 26 (T) Design Flo w (Q) = # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1050 Absorption Area (A= Q/5 X SART) A = 1070.794 sq. ft. of absorption area required 69 infiltrator units without reduction or 356.9314 lineal feet of 3' wide trenches A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 749.5559 sq.ft. with reduction 48 infiltrator units with reduction 249.852 lineal feet of infiltration units in 3' wide trenches Type of system: OAbsorption trenches OAbsorption bed 0 Gravelless chambers ODry well OSeepage Pit OPumping Chamber Is an Engineer -Designed System required? no yes reason: Minimum tank capacity 1312.5 gallons SETBACK FROM WELL of feet = 104 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. APPROVED FOR ISSUE BY: SYSTEM INSTALLED BY: DATE OF FINAL INSPECTION REQUEST: FINAL INSPECTION BY: 9 Printed on Recycled Paper DATE: DATE: 10/08/97 13:12 3030410 To: File From: Chris Strouse Date: July 18, 1997 Re: Allan Thomas Percolation Tests Thomasville, Colorado JGA r rur-IUMS On July 17, 1997 I performed three percolation tests at the Allan Thomas proposed residence. The following are the results of the percolation testing. A soil profile hole was also excavated at the site. The profile hole was approximately 10.5' in depth. There was no ground water present at this time. The soils consisted of l' of topsoil underlain by large boulders, river alluvium and decomposed granite materials. PERCOLATION TEST HOLE = VrEo TOTAL TIME OF I PERC TEST PERCOLATION RATE r 1 51 in. 1 41 min. 2.3 min.\in Ioee awc To Fax lbta r r , Frotl Phone) 16 001 Shelton Drilling Corp P.O. Box 1059 Basalt, Colo. 81621 970) 927-4182 Lic. # 1095 Name Alan Thomas c/o : Address P.O. Box 1816 City, St, Zip Basalt, Co. 81621 Phone # : (970) 927-1089 1991 i ENVIF ON tN''%H.`4LTH AcDr_P Invoice # C-1147 Date : 09/27/97 Permit # : 202866 Location Thomasville Hole Size Depth Type Casing ID Casing OD From -To 9.0 22 Steel 6.5 7.0 0-22 6.5 41 Steel 5.0 5.0 19-41 5.0 98 PVC 4.0 4.5 38-98 Perforated Ft Estimated Static Level Total Drilled Recommended Pump Set Depth 90 Ft. Pumping 10 GPM. For Pump Installation We Recommend : Aqua Tec Pump 984-0311 (Tom Platzer) Samuelson Pump 945-6309 (Raun Samuelson) J & M Pump Co 945-6159 (Rick Holub) Special Instructions Price Per Foot Feet @ $ Per Foot = $ Feet @ $ Per Foot = $ Total Invoice. . . . . . . . $ 20 ft 10 gpm 18 ft 98 ft Conditions Of Payment : Minimum Charge Applies pay $ 3,500.00 PLEASE READ THE FOLLOWING RECOMMENDATIONS 1.' WE STRONGLY RECOMMEND A VALID PUMP TEST BE CONDUCTED BY A LICENSED PUMP INSTALLER TO DETERMINE THE ACTUAL WELL PRODUCTION AND WATER QUALITY. THIS SHOULD ESTABLISH THE ACTUAL WELL PRODUCTION PARAMETERS WHICH WE CANNOT DETERMINE WHILE DRILLING. 2. On Monitoring/Observation Holes (test holes) it is the customer's responsibility to obtain the proper permit before the well is put to beneficial use (within one year) or the State may require the hole be plugged and abandoned. We will be happy to assist you whenever possible in filling out the appropriate well application. 3. The landowner is ultimately responsible for the plugging and abandoning of dry holes or replaced wells, according to State Rules and Regulations. Please contact us for details and/or prices. Please call us if you have any questions . THANK YOU Form No. OFFICE THE STATE ENGINEER NERIS COPYGWS -25 COLORADO DI ON OF WATER RESOURCES _ 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 303) 866-3581 LIC APPLICANT ALAN & RACHEL THOMAS P.O. BOX 1816 BASALT, CO 81621 WELL PERMIT NUMBER 202866 DIV. 5 CNTY. 49 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: APPROVED WELL LOCATION PITKIN COUNTY SE 1/4 NE 1/4 Section 18 Twp 8 S Rng 83W 6th P.M. DISTANCES FROM SECTION LINES 3300 Ft. from SOUTH Section Line 970)927-1089 250 Ft. from EAST Section Line PERMIT TO CONSTRUCT A WELL ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(II)(A) as the only well on a residential site of 0.5 acres described as that portion of the SE %, NE y4, Sec. 18, Twp. 8 South, Rng. 83 West, 6th P.M., Pitkin County, more particularly described on attached exhibit A. 4) The use of ground water from this well is limited to ordinary household purposes inside a single family dwelling. The ground water shall not be used for irrigation or other purposes. 5) The maximum pumping rate shall not exceed 15 GPM. 6) The return flow from the use of this well must be through an individual waste water disposal system of the non -evaporative type where the water is returned to the same stream system in which the well is located. 7) This well shall be constructed not more than 200 feet from the location specified on this permit. NOTE: Parcel Identification Number (PIN): 49-2473-181-00-067 County Assessor Tax Schedule Number: 6797 7 APPROVED -Q DMW u U C: S Receipt No. DATE ISSUED, JUL ' 4 1997EXPIRATION DATEi:'J 5i;? 7-/0 919 o2,54,05- C f r v4rr 0A IF -(P, O? qa 7 a CS 00y J -K a Sao-38yS- N Printed on Recycled Paper 0 10/08/97 15:12 $9039451410 JGA ®001 19 • To: File From: Chris Strouse Date: July 18, 1997 Re: Allan Thomas Percolation Tests Thomasville, Colorado On July 17, 19971 performed three percolation tests at the Allan Thomas proposed residence. The following are the results of the percolation testing. A soil profile hole was also excavated at the site. The profile hole was approximately 10.5' in depth. There was no ground water present at this time. The soils consisted of l' of topsoil underlain by large boulders, river alluvium and decomposed granite materials. Faz eta I UPi f. Phos! MEMORANDUM TO: Lance Clarke, Hearing Officer FROM: Rick Magill, Senior Planner SUBJECT: Thomas 1041 Hazard Review and Conceptual Submission DATE: October 9, 1997 REQUEST: The applicant requests approval for establishment of a building envelope for a single-family home and customary accessory uses on a parcel east of Thomasville, off of the Frying Pan Road. APPLICANT: Alan Thomas ZONING: The property is zoned AFR-2, 2 acre minimum lot size. PARCEL SIZE: .465 acre PROCEDURE/PROCESS: This is a One -Step Review, requiring the approval of the Hearing Officer at a public hearing. REFERRAL COMMENTS: The following agencies have been referred on this case: I. County Attorney * 2. County Engineer * 3. Zoning 4. Environmental Health 5. State Forest Service 6. Division of Wildlife 7. Frying Pan Caucus Caucus 9. County Wildlife Biologist 10. County Floodplain Administrator no comments received Comments of the agencies listed above are referred to as necessary in the appropriate sections of this memo. Referral memos received have been attached for your reference. STAFF ANALYSIS OF PROPOSAL: The following is a summary review and 0 1 0 0 analysis of the applicant's proposal relative to the most applicable policies and standards of the Land Use Code. Geologic Hazard Areas - The parcel contains slopes of less than 5 percent, except for that portion of the property which contains the steep bank of the Frying Pan River. There are no other known geologic hazards on the subject property. Wildfire Hazards - The State Forest Service has rated the wildfire hazard as low for this parcel. Vince Urbina has two specific mitigation recommendations that will be included as conditions of approval. Staff will also include the applicable standards of Code Section 3-80.70 as conditions. Wildlife Habitat - The applicant has indicated to Staff that the Division of Wildlife has visited the site and has determined that there will be no significant impacts on wildlife as a result of the proposed residential development. Staff has not been able to contact the DOW for written comments, at this writing. Mike Villa, the County's Wildlife Biologist, has determined that wildlife activity areas will not be significantly impacted by construction and habitation of a residence on the subject property. Mr. Villa did recommend that one kenneled dog be allowed on the property. Staff will also recommend that a building envelope be established that is at least 20 feet from the top of the riverbank to preserve the riparian habitat along the river. Floodplain - Temple Glassier, County Floodplain Administrator, points out that the 100 -year floodplain is not mapped in this area of Pitkin County. However, where the 100 -year floodplain or intermediate regional flood has not been established, regulation 3-80.40 of the Pitkin Country Land Use Code shall apply to all land within an area which is twenty (20) horizontal or five (5) vertical feet (whichever is greater) from the exiting high water line on any river, stream or material drainage channel. The high water line of the river is not depicted on the submitted site plans. The low water line is depicted to be approximately 11 vertical feet below the elevation of the proposed residence and approximately 28 horizontal feet from the residence. The high water line appears to Staff to be approximately 6 feet below the elevation of the residence. Pursuant to the criteria of Code Section 3-80.40, the proposed development is not within the 100 -year floodplain of the Frying Pan River. FM E All development in Pitkin County must show compatibility with and consideration for a set of guiding policies and minimal standards set out in Article 2 of the Land Use Code. It is staff's opinion that the applicant can comply with these policies and standards. The site plan depicts a well location on the east side of the property just beyond the top of the riverbank. Staff does not feel that the well needs to be in the building envelope in this case. A water line extension of approximately 30 feet will be necessary, but there are no 1041 concerns in this portion of the parcel. The Environmental Health Department will require that the applicant demonstrate the quality and quantity of the water supply, prior to the issuance of a septic permit. The applicant depicts a leach field to be located in the northwest portion of the parcel. The Environmental Health Department states that an engineer -designed system is required, and that with careful planning, a system can be designed to fit on the lot and meet all setback requirements. Staff recommends that a septic field construction envelope be established in order to accommodate the septic field. If the primary building envelope were to be extended to accommodate the septic field, then a Board of Adjustment variance to the front yard setback would be required. The Zoning Office does not classify a septic field as a structure within a setback, as long as there will not be a change in existing grade exceeding 30". Staff is recommending that a building envelope be established that complies with the front, side and rear yard setbacks (see attached site plan). The location of the proposed residence will have to be altered slightly to remain within the envelope. If the applicant cannot move the residence, then a Board of Adjustment variance to the rear yard setback will be required. RECOMMENDATION: Staff recommends that the Hearing Officer approve the Thomas 1041 Hazard Review, subject to the following conditions: The Applicant shall adhere to all material representations made in the application and in the public meetings. 2. Prior to building permit application, the Applicant shall record a 24 x 36 inch mylar 1041 Hazard Review Site Plan which meets the approval of the Community Development Department and County Attorney. The Site Plan shall also be submitted in digital format on a 3.5" diskette to the Community Development Department, prior to the issuance of a building permit. The Site Plan shall include the following 1041 Hazard Review Warning and Disclaimer: ATM 0 0 The provisions of these regulations do not in any way assure or imply that areas outside of designated hazard areas will be free from hazards, or that approved mitigation measures will guarantee the safety of any property." a. The Site Plan shall depict a building envelope and a septic field construction envelope, as recommended by Staff. 3. Outside illumination shall comply with County lighting standards in effect at the time of building permit issuance. 4. The Applicant shall comply with the following wildlife mitigation measures: a. One kenneled dog shall be allowed on this parcel. b. Native vegetation shall not be disturbed outside the building envelope, except as required for the access driveway and the implementation wildfire mitigation measures. Vegetation within the envelope shall be preserved as much as possible. 5. Wildfire mitigation shall be as follows: a. All vegetation shall be removed within 10 feet of proposed structures. This defensible space" area shall be maintained in mowed grass or non- flammable material, such as decorative rock or gravel. b. All branches from remaining evergreen trees shall be pruned to a height of 10 feet above the ground or up to half the total height of the trees, whichever is least. C. All branches which extend over the roof eaves shall be trimmed and all branches within 15 feet of the chimneys shall be removed. d. Roofs and gutters shall be kept clear of debris. e. Yards shall be kept clear of all litter, slash, and flammable debris. f. Firewood shall be stacked on a parallel contour a minimum of 15 feet away from any structure. g. At least one ten pound approved ABC class fire extinguisher shall be placed in a visible and accessible location for each structure. h. Fences shall be kept clear of brush and debris. C9 4 E Wood fences shall not be connected to the structure. Fuel tanks shall be installed underground with an approved container. k. Roof construction shall be Class A, non-combustible material with no flat roofs. All vents shall be screened with corrosive resistant wire mesh of one quarter inch (1/4") maximum. M. Addresses shall be clearly marked and visible with minimum 2" letters. n. Maintenance of the "defensible space" shall be required in order to retain it's value as wildfire mitigation. o. Any additional buildings shall incorporate wildfire mitigation measures. 6. Prior to issuance of a septic permit, the Applicant shall provide documentation of an adequate domestic water supply. Quantity and quality of said supply shall meet the approval of the Environmental Health Department. The septic system designed for the site shall meet the approval of the Environmental Health Department. The Applicant shall obtain such approval prior to the issuance of a building permit. 8. The Applicant shall obtain a fireplace/woodstove permit from Environmental Health Department, prior to the issuance of a building permit. 9. The disturbed areas within the building site shall be revegetated with native grasses to limit water consumption and additional runoff, immediately following project completion. 10. All development, included grading and landscaping, shall occur within the building envelope, except for grading necessary to construct the access driveway. The septic field shall be confined within the approved septic field construction envelope. No other development can take place in the septic field envelope. 12. The Applicant shall obtain an access permit from the County Engineer, prior to commencement of any construction. 13. If any portion of the structure(s) encroach on the setbacks, Board of Adjustment approval of a variance(s) will be required, prior to the issuance of building permits. ATTACHMENTS: 0 1. CSFS letter 2. Environmental Health memo 3. County Wildlife Biologist memo 4. Zoning Office memo 5. Frying Pan Caucus letter 6. Floodplain Administrator memo 7. Site Plan w/ recommended building envelope I* MEMORANDUM To: Rick Magill, Community Development Department From: Nancy MacKenzie, Environmental Health Department Date: September 30, 1997 Re: Thomas 1041 Hazard Review & conceptual submission Parcel ID #2473-181-00-067 The Aspen/Pitkin Environmental Health Department has reviewed the details of the application under the authority of the Pitkin County Land Use Code and has the following comments. ADEQUATE PROVISIONS FOR WATER NEEDS: Sections 2-17 and 3-1104: It is the policy of the County to insure the availability of a water supply of adequate quality, quantity, pressure and dependability for fire protection and support of a proposed land use prior to approval of the use. The County shall require land uses to hook up to e)dsting public systems if service is available." This Department needs adequate information on the quantity and the quality of water available. This can be done from tests of wells present on-site by a water engineer's or well driller's report. The applicant must ensure that the water quality is acceptable by having it tested by a lab such as the Snowmass Water and Sanitation District or Aspen Consolidated Sanitation District. Water of acceptable quality and quantity has been obtained in other lots in this area. Before a septic permit can be issued, the well must be drilled to assure that setback requirements from the well to the septic system can be maintained. Pitkin County Land Use Code requires that the well site be within the building envelope. Mr. Thomas has told me that the well has recently been drilled and that there is adequate water, and he will provide this department with the well drillers report by next week. A condition of approval for this application is the receipt of information documenting that the location of the well meets setback requirements and can be placed within the building envelope and that quantity/quality of the well nine 1 w Rattled p.p.. a I 0 0 water are adequate. Without meeting these requirements a septic permit and building permit can not be issued. SEWAGE TREATMENT AND COLLECTION: Sections 2-18 and 3-1105: "It is the policy of the County to. ensure that adequate sewage treatment facilities are available to serve existing and new developments. Public and private sewage disposal systems and connections to such systems shall comply with the sewage disposal guidelines of Pitkin County's Individual Sewage Disposal System Regulation." Lots in the area are served by individual septic disposal systems(ISDS). Allsuch systems installed within Pitkin County require septic permits issued by the Environmental Health Department, and must comply with the County's septic regulations. To receive a septic permit, the applicant will need to submit a septic permit application and appropriate fee with a completed Soil Data Form including percolation test results and profile hole information. It must be possible to design an adequate septic system before a building permit can be issued. Site specific soil data will have to be obtained. The applicant will need to adhere to minimum horizontal setback requirements for placement of septic system components which can be difficult on small lots. I met at the site with Mr. Thomas this summer and confirmed that it is possible to fit the well and the ISDS on this lot. For this 3 bedroom house with a square footage of over 2,000 sq. ft., the leach field site will need to be a minimum of 100 feet from their well and from any neighboring wells. The applicant is aware of this requirement and understands that meeting this setback will require careful planning and accurate placement of all components. The applicant has contacted the engineering firm of Jerome Gamba and Associates to do soil tests. The perc test results indicated that an engineer designed system is required and Gamba and Associates has said that they can design a system that will fit on the lot and meet all setback requirements. A condition of approval for this application is the receipt and approval of the septic permit by the Environmental Health Department before a building permit can be issued. WATER QUALITY IMPACTS: Sections 2-14 and 3-705 and 3-710: It is the policy of the County to preserve and protect its present water resources. To this end it is the policy of the County that no land use be initiated which would adversely affect the quantity, quality, or accessibility of the County's water resources; or which would occur at the expense of established water -dependent agricultural activities; or which would result in increased salinization of water resources, loss of minimum stream flows, further destruction of wildlife habitat, or major expenditures to reacquire or redistribute major water resources. It is also the policy of the County to maintain a natural vegetative buffer along its surface waters such that the surface and groundwaters of the area are not encroached upon by land uses or other human activities which could cause deterioration of water quality or impair the natural treatment processes provided by meadows and wetlands." I w The Environmental Health Department will be addressing water quality impacts on down stream water quality. This application is not expected to impact down stream water quality if the minimum horizontal distances between components of the system and physical features are in accordance with the Pitkin County Sewage Regulations. The Environmental Health Department is charged with preserving and protecting the quality of Pitkin County's water resources. Since a large percentage of the population is dependent upon water from wells, elimination of groundwater pollution, and protection of aquifers and their drainage areas are of utmost importance. Roofs and asphalt areas can be nonpoint sources of water discharge which can contaminate water supplies. This Department recommends that nonpoint sources of discharge be retained on the property of origin which can be accomplished through landscaping, drainage patterns, detention ponds, and dry wells for water runoff from buildings. AIR QUALITY: Sections 2-13 and 3-602: Only that development is permitted which will not contribute significantly to degradation of air quality in Pitkin County. Developments may not constitute an indirect or direct air pollution source under Federal, State or County regulations." This project is not expected to contribute significantly to degradation of air quality in Pitkin County. FUGITIVE DUST Activities such as road building and landscaping require a Fugitive Dust Plan. This plan would need to include, but is not limited to, fencing, watering of haul roads and disturbed areas, daily cleaning of adjacent paved roads to remove mud that has been carried out, speed limits, or other measures necessary to prevent windblown dust from crossing the property line or causing a nuisance. A condition should be approval by the Aspen/Pitkin Environmental Health Department of the fugitive dust control plan, containing enough measures to ensure that dust does not become a nuisance or blow onto adjacent property. FIREPLACE The applicant must file a fireplace/woodstove permit with the Environmental Health Department before the building permit will be issued.. The less densely populated parts of the county like this site may have two devices per building: a maximum of one wood burning fireplace and a second device which can be RrN .R."e Repel M i 0 either a gas log fireplace or a certified woodstove. In addition, unlimited numbers of decorative gas appliances are allowed. Coal may not be burned in any device. No wood burning device may be installed in barns or agricultural buildings. A condition of approval for this application is the receipt and approval of the fireplace/woodstove permit by the Environmental Health Department before the building permit can be issued. CONFORMANCE WITH OTHER ENVIRONMENTAL HEALTH LAWS: Section 2-7: °it is the policy of the County to ensure that no use or development of land is permitted which is in violation of the laws of the County, the State of Colorado, or the United States of America." This Department is not aware of any issues of concern regarding other environmental health laws. WmR-, P A 0 0 ASPEN/PITIQN COMMUNITY DEVELOPMENT DEPARTMENT 130 South Galena Street Aspen, Colorado 81611 Phone (970) 920-5090 FAX (970) 920-5439 MEMORANDUM TO: County Attorney County Engineer Zoning Mike Villa - Wildlife Officer Environmental Health CO State Forest Service CO Division of Wildlife Floodplain Administrator Frying Pan Caucus FROM: Rick Magill, Community Development Department RE: Thomas 1041 Hazard Review & Conceptual Submission Parcel ID #2473-181-00-067 DATE: August 25, 1997 Attached for your review and comments is an application submitted by Alan Thomas. Please return your comments to me no later than September 26, 1997. Thank you. i YP c el H/ ? OR In 0 0 Rick McGill Pitkin County Planning Office 1041 Hazard Review Mr. McGill: We are requesting approval to build a single family residence on a % mile acre parcel east of Thomasville, off the Frying Pan Road. We are surrounded by developed properties on all sides and are between the Frying Pan Road and the Frying Pan River. This will be a 2000sq.ft. home with andlttached garage. There is electricity to the lot and a well will be drilled within two weeks. Wildfire hazards are not a concern as we are surrounded by either the road or river and within a %s mile of the fire station. We do not believe that there would be a hazard to wildlife as it is only ''/z acres and already has been developed around us. This is an extremely flat lot that drops at rivers' edge with the high water mark several feet down the bank. With houses on both sides within 150 and 300 ft. We believe there is not a geologic or flood plan hazard. This will be a three-bedroom log home for a family of four. We have been working toward this goal for several years and now are at the point of realizing our goal. We believe there will be no significant impact on the land. We look forward to working with you. Thank you. Sincerely, The Thomas Family Alan, Rachel, Amber, and Sidney M M[,t w Gt 00i, al COUNTY YOLANDE PLACER MS 6300 YO LANDE PLACER II •5.' -J TON lY n.wccc .w. ... 1. ARCEL BvmO / a. ZIP I .°I •per 1 '{ IV 4 70 AC G i HEP E t 160E II I III ARCEL T ILOT B 77. III M.S. 6300 I LOT 24 I UNDINE PLACER RIVER I 0031 L® 00 II H.9E AC. appw l TuCO2 11 LOT 10 FOREST SERVICE 1 P I LOT 23 CHIPEP 24 N3 AC I jO I 1 PARCEL 9 0 2 I N I CH PNCE H I LPSt 06! 0 \ H I C', ACE I I L P5TII 1 2, I II 1 716\ II III I I I PARCEL 10 1 LOT 'L3 I LOT 26 I 1 39.20 AC. 1 I I I WHITE u III II I-------------------- II IIIIIIIIIIII LOT 21 IIIII II II II 6636B 011 rc COLUMBIA i\ MILL it T6 I0!I T LOT 12 ,I LOT12_ t^ , A LOT 9` II ^ LOT I s10 I LOT \ II I IIIIIII 17 1 I, M6 Illf- 005" UME CREEK PLACER 0!3 / ROJOININI2473 17 I IIII I N AT 1 0 N A L FOREST II o0 I LOT 22 II L II ADJOINING2473 marioE Ck"RRP9K194I M6,A'K IKK, w« = ri'. rPRM.=;;;; 4F-1 2473-1 or srl«I.II.d TEIS-R83W f'6'.Zi.w« "A,i"4eAl/swM111K ARa K. 8/7 LOT 24 RIVER 1 I, M6 Illf- 005" UME CREEK PLACER 0!3 / ROJOININI2473 17 I IIII I N AT 1 0 N A L FOREST II o0 I LOT 22 II L II ADJOINING2473 marioE Ck"RRP9K194I M6,A'K IKK, w« = ri'. rPRM.=;;;; 4F-1 2473-1 or srl«I.II.d TEIS-R83W f'6'.Zi.w« "A,i"4eAl/swM111K ARa K. 8/7 Pr pounPda vY aSr 6cl e a des cr i 10,,' r C k 5 , Pro Fer o pro x84"30'-('7 f)00-noaV as per 1 c escVlPtov pp a iv c k-ca es set mbar c0.p vrtcxv-'-eA I -S . I' -I L d L Sco erT k o 0 S --_ C 20 30 LEGAL DESCRIPTION A tract of land between State Highway No. 104 and the Frying Pan River in SEI/2 of NE'/4 of Section 18, Township 8 South, Range 83 West, of the 6th Principal I'leridian described as follows: Beginning at about the center of Southern boundary of Martin W. and Blanche M. Lentz tract of land, as described in deed recorded in office of the Clerk and Recorder of Pitkin County, Colorado, July, 1948, said point being a large granite boulder with diamond drilled into top of rock; thence in a southerly direction 147 feet, to a granite boulder with M" drilled into north side of rock; thence in an easterly direction toward Frying Pan River, 34 feet to another granite boulder with "M' drilled into north side of rock; thence on toward Frying Pan River 35 feet to a smaller granite boulder on top of river bank, also marked with "M' on north side of rock. A straight line over the said three boulders between highway and river is the Southern boundary of said tract of land. The Southern boundary line of the said Lentz tract being the Northern boundary of the tract conveyed said tract containing at)out one half acre and including all land and improvements between highway on western side and Frying Pan River on Eastern side of said tract of land. COUNTY OF PITKIN STATE OF COLORADO I hereby eert.ry that on n, land described -hereon or knowr. to me art shovyn and he lil' A 0%X111111E6 Bv- S;dre _.i: c August '6, 1996 a survey was performed by me on the parcel All easements, encroacnments and rights-of-way in evidence This survey is true and correct to the best of my knowledge 14111 M: o 14111_. jBot,kvL r Suuyve- A Tvac o' C cu UA- I P r, cxz:. --V'A CO 1 O V-QCY C) LINES IN SPACE SYDNEY LINCICOME (L.S.I4HI) Bnx 121 CARBONPALE COLORADO 81623 303-963-385" DATE: 21 Aura 4Gq( I ScAL.F: 1 t0, W1 2 M PROVIDE POSITIVE SURFACE DRAINGAE AWAY FROM FIELD 10.OD' 17.20' 102.11' / 36.75' W.C.(LS 14111) 47.00' 157.18' j' L DOMESTIC WATER WELL s 10' SETBACK LINE 1 C I OF SANK 28.04 8 Q 8 OPROPOSEDGARAGE C m PROPERTY BOUNDARY m11q " CA22. NwrprDo. to r 1 n I 0 10' SETBACK I 47"W 10 0 10 20 30 GRAPHIC SCALE IN FEET 1 INCH = 10 FEET 14 gel IPA INDIVIDUAL SEPTIC SYSTEM DESIGN Current proposed residence is a 3 bedroom house over 2000 s.f. Assume 2 people per bedroom and an average daily sewage flow of 100.0 gallons per person, per day, according to the Colorado State Department of Health. Therefore: 3 BEDROOMS X 2 people per bedroom = 6 people 3 X Z y 6 people X 100 Gpd/Wson = 600 Gallons per day (Average Daily Flow) Ib Sd MAXIMUM DAILY FLOW = 175% of the AVERAGE DAILY FLOW Therefore; Maximum Daily Flow = 1.75 X Average Daily Flow = 1050 gpd MINIMUM SEPTIC TANK SZE = ;1500 Gallons Percolation tests were perfomed by Jerome Gamba & Associates, Inc., using a Fine Washed Tailings acquired from Western Slope Agg•egate. Results for the percolation tests was found to be 26 min/in. The Absorption Area for a normal Gravel—Type leach field is calculated using the following formula: A = 5 A = Absorption Asea 0 = Maximum Ddly Flow = 1050 t = Percolation Rcte = 26 min/in. Therefore, The required '_each Field area = 1070.79 s.f. / According to the PITKIN COUNTY Department of Environmental %/ Health, when the ""Infiltator"" leaching chamber is installed in a trench configuration, 66, 41v „) a reduction of 30% in be size of the Absorption area is allowed. Therefore: 0.70) X 1070.79 = 749.55 Sq. Ft. of Infiltrators The area as per Pitkin County, allowed per Infiltrator = 15.5 sq. Ft. Therefore: The minimum number of Infiltrators required is = 48.3 units _ USE: 49 units THE INFILTRATOR BED SHALL BE 5 INFILTRATOR UNITS WIDE BY 10 INFILTRATOR UNITS LONG and ONE ROW 9 UNITS LONG. THE BED SHALL HAVE A MINIMUM OF 24" OF COVER OVER THE ENTIRE INFILTRATOR LEACHING AREA. MINIMUM HORIZONTAL DISTANCES BETWEEN -SEPTIC SYSTEM COMPONENT ABSORPTION TRENCH TO ANY DITCHES OR WATER COURSES: 50 ft. ABSORPTION TRENCH TO POTABEL WATER WATER SUPPLY OF SUPPLY LINE: 25 ft. ABSORPTOIN TRENCH TO PROPERTY LINES: 10 ft. ABSORPTION ABSORPTON TRENCH TRENCH TO SEPTIC TANK: TO SPRING OR WELL: 6 100 ft. ft SEPTIC TANK TO RESIDENCE: 5 ft. ALL COMPONENTS FO THE SEPTIC SYSTEM SHALL BE INSTALLED ACCORDING TO PITKIN COUNTY AND COLORADO DEPARTMENT OF HEALTH CODES, AND ACCORDING TO MANUFACTURERS SPECIFICARTIONS. 4" DISTRIBUTION MANIFOLD CD 4" PVC FEEDER PIPE. 2" BACK FILL WITH EXCAVATED MATERIAL SEE INFILTRATOR INSTALLATION INSTRUCTIONS) INFILTRATOR LEACHING CHAMBERS OR EQUAL. — LEACH BEDS SHALL BE 2 BEDS 10 UNITS LONG BY 3 UNITS WIDE (SEE SHT. 1). 4" PVC RISER W/ PLASTIC VALVE BOX COVER. TO BE PLACED ® APPROX. CENTER OF TRENCH NOTCH BOTTOM OF PIPE. CAP END OF FEEDER PIPE 2" r. q FINE WASHED TAILINGS 2.00 _ .. - _ - - (SEE DESIGN NOTES) ENTIRE LEACH ,FIELD TO SE LEVEL WITHIN FEET . CROSS SECTION OF LFACTH FIR D RFD SCALE: 1 INCH - 2 FEET 4" PVC RISER W/ PLASTIC VALVE BOX COVER NOTCH BOTTOM OF PIPE 4" DISTRIEIUT10N PIPES SHALL BE CONSTRUCTED EXACTLY LEVEL TO DISTRIBUTE FLOW EQUALLY TO FEEDER PIPES. NATURAL GROUND q,7 4" BEND 1--I -- Z-"---- , 4- BEND (TYP.) 4- 2" min 4" BEND (TYP,9 / t=f 4' TEES .I I I I i 4" BEND (TYP.) I / ), ' • \ SAND FILTER MEDIA FINE WASHED TAILINGS) CROSS SECTION OF 1250 GAL. SEPTIC TANK SCALE: 1 INCH = 2 FEET 832‐R‐13‐002 10 09/97 08:01 V30394SI410 JGA I 0 la 003 Mr.Offli t �Wuftww