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Home My WebLink Aboutpitkin.eh.273511101004 (2004)Pitkin runty Environmental Health Departme- ' Permi )r an Individual Sewage Disposal Sys._..) 0405 Castle Creek Road, Suite 10, Aspen, Colorado 81611 Phone 970-920-5070 / FAX 970-920-5077 Permit # 04028 Parcel ID # 2735-111-01-004 Type of permit New( ) Repair( ) Addition/Remodel to House( X ) Name of Owner nnviri Mi inkanhirn Street Address 285 Pyramid Rd Pitkin Property legal description Lot 13 Block 1 Aspen Tennis Club Size of lot Water source Privnfa Wall Total square footage of the house 5554 # of bedrooms in house 5 # of offices, lofts & similar sized rooms in house Caretaker unit Total square footage of the caretaker unit # of offices, lofts & similar sized rooms in caretaker unit # of bedrooms in caretaker unit Designed for what # rooms (list) 5 bedrooms Permit information Designed by All Service Septic, LLC Mailing Address PO Box 2844 Glenwood Srpings CO 81602 Perc rate 16 mpi Profile hole depth 10 ft Depth to groundwater or bedrock Greater than 10ft Minimum Septic tank capacity 2188 gallons Minimum Absorption area Comments 980 w/ 30% reduction Septic permit approved per compliance with the engineer design and specifications dated June 8, 2004. Any changes must be approved by this department and the design engineer prior to them being made. Minimum horizontal distances between components of the system and physical features shall conform to the Pitkin County ISDS regulations. The setback from the field to the well has been reduced to 130 feet. A minimum of 25 feet must be maintained from the cistern to any component of the septic system. The existing 2500 gallon tank will be used. If an additional 500 gallon tank will be used as a dosing chamber, it must be at least 25 feet from the cistern and should not be placed in the area of the existing field. The existing field will be abandoned. The new field will consist of a distribution box and the effluent will be distributed to 8 rows of 8 chambers for a total of 64 chambers. This department does not endorse any brand of products. This permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an as -built letter to this department. This department must also be called for an inspection with a minimum of 48 hours advanced notice. *Revegetation over the area of the field is very important for the functioning of the system. Pitkin County has guidelines that must be followed to assure the plants that are introduced are appropriate for the conditions of the area. The use of native plants is strongly encouraged. Permit approved by: (� I r� (C�[ Date: (nLo OA Plans and specifications of the proposed individual sewage disposal system have been reviewed and are considered satisfactory. Permission is hereby granted to the owner or the agent to perform the work indicated in accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date that the permit was issued unless system construction has commenced or an extension has been approved in writing by the Department. As -built drawings m st be included with t is ermit before the final approval 11 be issued. Installer: \1 IM 5 VV 051 ti Al 11A Z) v r1 Final approval: Date: l c ..-�- v 9%__A_► r_i PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM 0405 Castle Creek Road, Suite 10, Aspen Colorado 81611 Phone (970) 920-5070 Fax (970) 920-5077 Name of OWNER v Owner's Mailing Address 3 S 31 City, State, Zip Business Phone: ( O Home Phone: qzs• E-mail Address: Primary Contact Person (all communication regarding this permit will go through this person) Name ( V N Company zir3� Contact Mailing Address o Z City, State, Zip C 0 IS J& I Z Business Phone : GaWP44oae : �� Fax: Q E-mail Address: Parcel ID # (available from assessor's office at 920-5160 or at www.pitkinassessor.org ) Z 13-5—' /- -L- Street address of property 28 S �+ vwww Legal Description: Lot _ 3 ,Block Filing Subdivision Gl_a ANIS es- od� Size of lot: acres. Type of proposed structure: ew bvj'r Total square feet of house swirs/ # of bedrooms (potential) in house Is - Caretaker Unit: Attached ( ) Detached ( ) NO/VC Total areas . ft. of caretaker unit # of bedrooms(potential) in caretaker unit Permit is for: New Home ( ) Repair due to failure ( ) Remodel/Addition () Emergency use ( ) Water: Private well ( ) Spring ( ) Stream { ) Community/Public Water System ( ) If community system: Name of system The fee for a ISDS application is $600 for a permit that takes 6 hours or less for the department to approve. If approval takes longer than 6 hours, a rate of $100 per hour will be charged. The maximum fee is $1000. The basic fee of $600 is due at the time of application. The remainder, if any, will be due in two stages: first, at the time of issuance of the ISDS permit; second, before final approval of the ISDS permit. Application for an individual sewage disposal system is hereby submitted. I hereby certify that the above information is true and accurate and that I have provided true and accurate information on locations of all existing and proposed wells, contour intervals, buildings, property lines, ditches, slopes, waterlines, springs, suction or irrigation lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, water courses, streams, floodplains, dry gulches, and existing septic systems. I hereby certify that any such features not shown on attached site map are not present. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction may be undertaken until all approvals and permits have been obtained. The Pitkin County Environmental Health Department, Pitkin County and employees of these agencies will be held harmless should the individual sewage disposal system fail or malfunction. The permit to construct is issued on information submitted by the applicant or his/her representatives. The owner assume full responsibility in case of failure of the system. Signature of applicant Received by G:\isdslisds applic\isdsapp rev050103.doc .` .— Date — 0 Receipt # 6EE Date S � 1,0 c1. 0 HPO Sm 5844 SE�VicE Glenwood3s,C081602 Ph 970fi1 &5050333 F" 303-216-2926 September 10, 2004 Ventures West Attn: David Muckenhirn PO Box 8352 Aspen, Colorado 81612 Installation Observation, Proposed Residence 285 Pyramid Road Pitkin County David Muckenhirn, Project No. 1001 ALL SERVICE septic, LLC performed an installation observation of the onsite wastewater system (OWS) for 285 Pyramid Road on August 25, 2004 and September 1, 2004. The installation included the addition of a BiotubeTM pump vault placed in the existing 2500 -gallon, two compartment precast concrete septic tank, and 992 square feet of drain field. The drain field has 8 rows of 8 gravelless chambers, for a total of 64 gravelless chambers in a bed configuration. A cleanout was installed between the foundation of the house and the septic tank. An as -built drawing is provided as Figure 1. The pumping system was wired into a control panel mounted on the outside of the residence. David Muckenhirn, supervisor, may activate the pumping system at his discretion. The OWS was installed in conformance with the plans and specifications. Please call with questions. Sincerely, ALL SERVICE septic, LLC Timothy R. Petz Reviewed by: ; • K j�9 • 29994 r i 9 • Joseph C. Kordziel, P.E. ONAI.1��\� 2 copies Copy sent to Pitkin County Environmental Health Department, Attn: Carla �� OWS AS -BUILT scn�E 4 1"=30' NORTH WE[ DRIVE ' 1 Pi JIMP -- CONTROL 1 PANEL ` CLFANOUI 2500 -GALLON, 7 WO -COMPARTMENT Sf'PTIC TANK WITH BiOltJBE PUMP VAUL.T. UISTRIBUT!O� BOX 'clsTuRr: SETBACK 0 0 992 SF OF INFILTRATIVE AREA ♦ ! USING 64 GRAVELLESS CHAMBERS ` a IN A BF.0 CONFIGURATION 10' SE TBA( K TO PROPERY LINE 285 PYRAMID ROAD ALL 9-10-04 PITKIN COUNTY, COLORADO SERVICE SEPTIC, LLC 97o -sus -sow FIGURE i ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name David MuckenhirrY Parcel ID # House Size (sq. ft.) <6000 (75 gpd, 100 gpd, or 130 gpd) 100 Number of Bedrooms in Main House 5 Number of Offices, Libraries, Studies, Similar -sized Rooms in Main House Number of Bedrooms in Detached Caretaker unit 0 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 1000 State Review Required? no Perc Rate 16 (T) Design Flow (Q) = # potential bedrooms X 2 people/bedroom X gpd X 1.75 Q= 1750 Absorption Area (=Q/5 X SQRT perc rate) A = 1400 sq. ft. of absorption area required 90 gravelless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? yes Spaced uniformly over proposed aj yes A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal• Percolation rates and utilizing a pump A = 980 sq.ft. w/30% bed reduction 700 sq.ft. w/ 50% trench reduction 63 gravelless chamber units 45 gravelless chamber units Type of system: []Absorption trenches []Absorption bed [x] Gravelless chambers []Dry well []Seepage Pjt+;0the� (type) T\4inimum tank capacity 2187.5 SETBACK FROM WELL # of feet = SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = SETBACK FROM DRY GULCH # of feet = n/ a Printed on Recycled Paper PITKIN COI,... fY ENVIRONMENTAL HEALTH DEPAF ENT SEPTIC SYSTEM APPLICATION CHECKLIST Z85 pyie"A 16 ROAD NOTE: SEPTIC PERMIT APPLICATIONS CANNOT BE ACCEPTED UNTIL ALL OF THE INFORMATION BELOW IS INCLUDED. The soils test must be done by a Registered Professional Engineer. The ISDS design must be done by a Colorado Registered Professional Engineer (RPE) or an individual performing engineering services for themselves. Note: an individual may provide ISDS engineering services for themselves provided the dwelling the ISDS serves is his/her primary residence. You should plan to meet with the RPE at your site to discuss where the soil tests should be done to meet all of the County regulations and where you want to put your house. The RPE will be your contact for issues you want to discuss about your system's size and location. Each box should be checked to indicate the following have been submitted before the application can be accepted. /. [3,/ Environmental Health has been called to look at profile hole Completed application form 3 . u Engineer design stamped by a RPE registered in the State of Colorado (One set) Design must be based on the Pitkin County ISDS Regulation, Revised 2001 A, L7 Site map (1" to 20' scale) must include locations of all existing and proposed wells within setback distances (including on surrounding properties), contour intervals, all proposed and existing buildings, property lines, ditches, slopes of greater than 15% in the area of the drain field, water lines, sprinkler systems, springs, suction (irrigation) lines, drinking water cisterns, drain tiles, irrigation ditches, lakes, ponds, water courses, streams, floodplains, floodways, dry gulches or existing septic systems. This must include all such features on neighboring properties within setbacks. Site plan 11" x 17" to show location of ISDS, building and driveway (Two sets) `. Er Building floor plans only. Plans should be 11x17 and legible. (One set) -� Proof of adequate water supply (Well must be drilled before septic permit can be issued): For private wells, recent well driller's pump test showing gpm actually produced, well permit showing legal supply. The minimum yield from the well or water storage shall be .07 gallons/minute/person, which is 100 gallons/person/day. There must be storage or yield capable of a 24-hour supply for domestic purposes only (not including fire protection or irrigation). For community systems, proof there is adequate water for all houses served by the system. Proof of adequate water quality with bacteriology test. Aspen Consolidated Sanitation District and Snowmass Water & Sanitation District perform this test locally. Percolation tests All ISDS Permit fees are $600, to cover first six hours of processing. Hourly rate of $100 will be charged beyond first six hours, up to $1,000. "Tank only" fee $150. Please make check payable to: Pitkin County Environmental Health Department. Copy of county approval (1041 approval, subdivision approval, etc.) You must obtain written approval from Community Development before submitting this application if your septic system is outside the building envelope. A WAIVER IS AVAILABLE FOR SUBMITTING A BUILDING PERMIT APPLICATION PRIOR TO OBTAINING AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT. Please ask the Community Development Department or Environmental Health Department for further information. G:\isds\isdsapplic\isdsckist050103.doc DAVID MUCKENMRN 970-925-8889 P.O. Box 8353 Aspen, CO 81612 Pitkin County Environmental Health Department Contact Log Sheet M 1 • l �: i I D#' Address:Parcel Person Spoken To Comments Action to be Taken - ISI FIV411=2 �MNWAIW WITAIM.,WA`1VIMM r. =NMONSTOMMMIIIIIIIIIIIIIIIIII_ F■ �i ii►. _ 11r. PO__ MMI WA♦ - �� + �r"0 I r S. M C 0 ALL SERVICE septic, LLC PO Box 2844, Glenwood Springs, CO 81602 Ph- 970-618-5033 Fax 303-216-2796 Ph 303-908-7823 PERCOLATION TEST AND ONSITE WASTEWATER SYSTEM DESIGN 285 PYRAMID ROAD ASPEN, COLORADO Ventures West Attn: David Muckenhirn PO Box 8352 Aspen, CO 81612 Project No. 1001 June 8, 2004 ALL SERVICE septic, LLC PO Box 2844, Glenwood Springs, CO 81602 Ph- 970-618-5033 Fax 303-216-2796 June 8, 2004 Ventures West Attn: David Muckenhim PO Box 8352 Aspen, Colorado 81612 Percolation Test and Onsite Wastewater System Design 285 Pyramid Road Pitkin County David Muckenhim, Project No. 1001 ALL SERVICE septic, LLC performed a percolation test and an onsite wastewater system (OWS) design for 285 Pyramid Road in Pitkin County. EXISTING CONDITIONS AND PROPOSED STRUCTURE The subject property is located outside the Town of Aspen in an area where OWS and wells are necessary. There is an existing residence that is under construction. The existing drain field is to be abandoned. A 2500 -gallon concrete septic tank, located south of the residence, will be incorporated into the proposed OWS. The slope at the proposed field is 2% to the west. There is a thin cover of grass at the proposed field location. The existing residence will be remodeled to a 5 -bedroom residence, having less than 6000 square feet (SF) of living area. The drain field is proposed in the southern portion of the lot, and must be 130 feet from the onsite well. In accordance with Pitkin County Environmental Health Department (PCEHD) Individual Sewage Disposal System regulations, the average daily sewage load for a five -bedroom dwelling is calculated at 1000 gallons per day (GPD), 1750 GPD with a 1.75 peaking factor. SUBSURFACE The subsurface was investigated by excavating a 101`pit near the proposed drain field location. The test pit indicated the site has a thin layer of topsoil, underlain by sand, with cobbles and gravel to 10 feet. Groundwater or bedrock was not encountered. DESIGN SPECIFICATIONS The existing 2500 -gallon septic tank maybe rused with the addition of a BiotubeTM pump vault. The drain field must include 8 rows of 8 gravelless chambers, for a total of 64, aid a total infiltrative area of 992 SF. A 3 -inch or 4 -inch perforated PVC lateral must extend the entire length of each chamber row. The lateral should be placed on the ground surface with holes facing downward. A concrete distribution box or Flow Splitter BasinTm should be used to distribute effluent. As an alternative, a filter may be placed on the outlet of the existing 2500 -gallon septic tank, followed by a 500 -gallon concrete tank with a pump. Pump specifications are presented on the pump curve. Based on geological conditions, dosing the drain field, and evaluation of risk of contamination of surface water and ground water, it is not necessary to add 8 feet additional distance for each 100 gallons of wastewater flow over 1000 gallons per day as specified in the table to prevent contamination. The 130 -foot separation between the proposed absorption area and surface water or ground water is appropriate to prevent contamination. OPERATION INFORMATION AND MAINTENANCE The surface of the drain field should be seeded upon completion. Vegetation is an important factor in drain field performance. Geo -fabrics or plastics should not be used over the drain field. Livestock should not graze on the drain field. 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. 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 residence waste only. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC, must view the installation of the OWS. The 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. 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. ALL SERVICE septic, LLC Timothy R_ Petz 3 copies C. Joseph C. Kordziel, RE IJ 61TE PLAN AND LOCATION Or o� PERCOLATION HOLES SCALE I"=30' NORTH I ♦ ' WELL I ' DRIVE / 1 I PROPOSED FIVE BEDROOM RESIDENCE r /APPROXIMATE EXISTING 2500 -GALLON, LOCATION OF EXISTING TWO-COMPARTMENT SEPTIC ' DRAIN FIELD. TO B� r TANK t ABANDONED. CISTURN ED 3 / f % PROFILE PIT F -I / P-2 / ♦ Q / 285 PYRAMID ROAD PITKIN COUNTY, COLORADO ALL 6_08_04 SERVICE SEPTIC, LLC 970-618-5033 FIGURE RECEIVED JUN 14 2004 PITKIN COUNTY ENVIRONMENTAL HEALTH 10' SETBACK. TO PROPERY LINE PROPOSED OWS SCALE I" = 20' NORTH WELL DRIVE 2500 -GALLON, TWO-COMPARTMENT SEPTIC TANK WITH PUMP VAULT AND FILTER TO BE ADDED 992 SF OF INFILTRATIVE AREA USING 64 GRAVELLESS CHAMBERS IN A BED CONFIGURATION TO BE ADDED REPORT 6-10-04 285 PYRAMID ROAD ALL REVISED PITK IN COUNTY, COLORADO SERVICE SEPTIC 970-618-5033 FIGURE 2 of 0 DESIGN RESIDENCE = 5 BEDROOMS 46000 SF DRAIN FIELD SPECIFICATIONS LOADING = q = 100 GAL/DAY/PERSON WIDTH OF BED = 24 FEET = 8 CHAMBERS PERCOLATION RATE = 16 MINUTES PER INCH LENGTH OF BED = 50 FEET = 8 CHAMBERS CALCULATED AREA = ((1.75 X q) X sqrt 16) / 5 = 1400 SF TOTAL NUMBER OF CHAMBERS = 64 REDUCTION OF 30% = 980 SF TOTAL INFILTRATIVE AREA = 992 SF 4.0' MAao LIMIT OF EXCAVATION EFFLUENT INLET LINE -- 4" PVC OBSERVATION PIPE i OQUTI VDISTRI J3AFFL1 FLOW MAY BI SCARIFY SURFACE DRAWINGS NOT TO SCALE GRAVELLESS CHAMBER PERFORATED 3" or 4" PVC PIPE PLACED ON GROUND SEPTIC TANK SPECIFICATIONS CAPACITY REQUIRED = q X 1.75 X (30 HOURS/24 HOURS) = 2188 GALLONS REQUIRED TANK = 2500 -GALLON, TWO COMPARTMENT, CONCRETE SEPTIC TANK WITH PUMP VAULT AND FILTER ALTERNATIVE _= ONE 2500 -GALLON, TWO COMPARTMENT, CONCRETE SEPTIC TANK, WITH EFFLUENT FILTER ON OUTLET, FOLLOWED BY 500 -GALLON CONCRETE TANK WITH PUMP. 1.5' MIN LIMIT OF EXCAVATION DRAIN FIELD CROSS SECTION - TYP. GRAVELLESS CHAMBER 3'X 6.25' \ PLAN VIEW - TYP. 50' PERFORATED 3" or 4" PVC PIPE PLACED ON GROUND 01 PVC JBSERVATION PIPE PROJECT NO. 1001 1 ALL SERVICE SEPTIC, LLC - 970-618-5033 1 6-08-04 FIGURE 3 CL CID 'W v J _O V I O ,O v N 1 C O cz N E cz CL E O U N O cn A U) O .Q E O W I 'D J � o a, m Y _ O O U N In Lo In O N C7, 0 N c 792 L� V) N d O tiC � L C m to W Z Z O 3 c o a> O u T E o u O O E r L o oE C -0 N YO C � CO co O, CL CID 'W v J _O V I O ,O v N 1 C O cz N E cz CL E O U N O cn A U) O .Q E O W I 'D J � o a, m Y _ O O U N In Lo In O N C7, 0 N c 792 L� V) 7 0 CL E a v a II N d O C, � L 0 0 3 c o a> O u T E o u O O E L o oE 3 -0 N Erx YO C � CO (Ijj y O L O ¢ O NV N ClV E av+ a� c E N �-e j U O Ov U 1 v x 7 0 CL E a v a II O 0 0 c o "a u T O o u a`> E c Y Y c 4J0 > O U t 7 0 CL E a v a II N Q: N Ql N E — W w o N C, N2cc O _Q C V O O O n000 E N rl C Cr N O O O O ca O w o 73 O E z f4 y U d � tt� O C a It q 61, 0 M N N N r r r 1001 `(Hal) peaH OlweuA(I Ie101 N Q: N Ql N E — W w W 1 N Laa- 0) O O O n000 E N rl C Cr N O O O O d N QP N SV N N N N - C a O O~ 'aL w L I N �I O p O o -S E C1 i N u� "O dd o J 0 Q O F L O N Q = N 6 t/. N C 0 S = O ti ca _ 7 � v S m jai J �� MI ,o IMI o� iO� M N N N r r r 1001 `(Hal) peaH OlweuA(I Ie101 N Q: N Ql N E — W w W Q.. 0) O O O O O C Cr N O O O O QP N SV N N N N C a O O~ I L I N U O p O o -S E C1 i N u� "O dd o J 0 Q O F L O N Q = N 6 t/. N C 0 S = O ti ca _ 7 � v S m J i✓ 0 PITKIN COUNTY ENVIRONMENTAL HEALTH DEPARTMENT Percolation Test and Soils Data Form - TABLE 1 - PROJECT 1001 PROFILE PIT Date of Test: 6-02-04 0 - 6" Topsoil, Root Zone, Sandy 6" - 10' Sand, with Cobbles and Gravel, Dense, 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 41 10 3.50 4.75 1.25 10 4.75 5.75 1.00 10 5.75 7.00 1.25 10 2.50 4.00 1.50 10 4.00 5.00 1.00 10 5.00 5.75 0.75 14 10 5.75 6.75 1.00 10 6.75 7.75 1.00 2 36 10 2.50 4.00 1.50 10 4.00 5.75 1.75 10 5.75 6.50 0.75 10 6.50 7.25 0.15 10 7.25 8.00 0.75 10 3.00 3.75 0.75 10 3.75 4.25 0.50 20 10 4.25 5.00 0.75 3 35 10 3.00 4.00 1.00 10 4.00 5.00 1.00 10 5.00 5.75 0.75 10 5.75 6.50 0.75 I 10 6.50 7.25 0.75 10 3.00 3.75 0.75 10 3.75 4.75 1.00 1 10 4.75 5.50 0.75 14 AVERAGE = 16 MPI 03/08/2004 MON 15:33 FAX a ,4*pen CWao falateef San9affox -I)Mb ct $6514_ MiH St. Avm, CO 970-925--3601 Fa= 470-925-2537 TO: COMPANY: FAX NO: RE: FAC_ 'S41 :IILIIr IRAN SS M-1 SS -3 10 N Carta Block Pit Co -Env. Health 920-5077 FROM: DATE: NO. OF PAGES; Tom Bracewell 319104 2 0001/002 Urgent _ For Review Please Comment-___ Please Reply Please ReAyde__ Carla, As you maybe able to gee on the enclosed map, Lot 13 could tap into the line- in inein Maroon Drive near manhole 3-A if they could get an caseulcut ftum the owners ed Lots $ & 9. Some subdivisions were set up to have utility casements granted by plat to accomplish this, about 300 feet, If they have to go up rhe roadon Pyramid drive to Maroon drive around manhole 2•A, it would be about 1000 feet They,would have to pump up to the ACSD main line either way. Tom zkx1 /-I b, MAn 300 Voyok�-I�OoL✓51x[rrvt� ASPENm ITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN CALCULATIONS Owner's Name Parcel ID # House Size (sq. ft.) 5200 (75 gpd, 100 gpd, or 130 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 1000 State Review Required? no Perc Rate 20 (T) Design Flow (Q) = # potential bedrooms X 2 people/ bedroom X gpd X 1.75 Q= 1750 Absorption Area (=Q/5 X SQRT perc rate) A= 1565.2476 sq ft. of absorption area required �y 101 gr elless chamber units without reduction # of Perc Holes Required: 3 1 in every soil type? Spaced uniformly over proposed area? A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system, only if the lot size and soil conditions are optimal. If a reduction is being proposed, describe why lot size and soil conditions are optimal: A = 1095.6733 sq.f�t. w/30% bed reduction E7�2_ 3792 sq.ft. / 50% each reduction 71 gravelless chamber units 50 grave ess chamber units Type of system: orption trenches []Absorption bed [] Grav ess chain rs []Dry well []Seepage Pit []Other (type) Minimum tank capacity %"� 2187.5 gallons SETBACK FROM WELL r # of feet = 160 -- `C) SETBACK FROM POND, STREAM OR IRRIGATION DITCH # of feet = 110 SETBACK FROM DRY GULCH # of feet = 85 Printed on Recycled Paper Pitkin County' Enyironmentdlliealth NO SEPTIC PERMIT REQUIRED FORM Date: Owner's Name: Y 0 I\,`1 k :)L& Project Name: Address of Property: Building Permit number: Parcel ID # Scope of Project: 1� t C Remodel does not increase the bedroom/potential bedroom count ' Existing septic system is sized for this project New buildings do not need a septic system (i.e. garage, shed, barn, etc.) Project is not located in the area of the existing septic system No septic permit is required for this project. No further review is required by Environmental Health. FOOD SERVICE FACILITY This facility contains a retail food establishment. Environmental Health has reviewed and approved the plans. 0405 Castle Creek Road, Suite 10 Aspen, Colorado 81611 (970) 920-5070 fax 920-5077 www.pitkingov.com ____ _ ,.,nl (Z.T.AVTW') xx9?T VMS99016 US 00:60 I'll M'90 `ta QqQC • � o '� C — rr------------------------- ------------- II II II II II II II II II II II II II II II II II II II II �I �Z