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Home My WebLink Aboutpitkin.eh.273505101010 (1991)ASPEN#PITKIN ENVIRaKMENTAL HEALTH OEPARTIviENT INDIVIDUAL SEWAGE DISPOSAL PERMIT NO. I Q 44 TYPE OF PERMIT: ( )Initial construction ( )Emergency Use ( )Repair Work,(Piovious Permit 1 '? ( )Alteration onerf an existing system.' or installation ( )Use Permit as a result of Sale ( )Othor: ISSUED TO: DATE OF ISSUE. Otuner-Od' v� .ABA> a)77 AA12E TLo�fiome Phone Business Phone Mailing IDIE lA�!� b5kv�-C-La liAddress .�"� r a. caw Agent4 MailAng Address T1 D;J AN Sewage Disposal System Work to be performed by s - P Phone i`]/D -- This permit f/valid onl�yj for premises location by tho following legal descriptions ALJT LOT SIZE Jae I / . WATER SUPPLY AVL it J CC -4- %A/ IC14 . 11VERAGE PERCOLATION RATE J v3PI r'SYo/ --f� This Individual Sewage Disporal Permit is granted with regard to the following uses. 6i L'L ! 9EA Number oft Dodreoms Lofts '_ Garbage Disposals Dishwashers Clothes Washers CALCULATED AVERAGE DAILY WASTE LOAD /C GALLONS. THE NATURE OF THE SYSTEM INCLUDED UNDER THIS PERMIT: tpe of Tank or TreatmentAjpl<� its 1-C, 1 AAJ' _thod of Final Disposals l 0At„— /�� Absorptiop ascription (including brand name, if any) of other equipment or appurtnancess :then Condi ion! or Specificationes 19A Tank.Capacity C1 0 Callon Minimum Area 2 % 7 Square Feet Minimum STAGES REQUIRING INSPECTION BY THE HEALTH VhrAxtrlbivl: ( )Before Excavation kJP- n completion of excavation and prior to placement of gravel Al. efocovering discributian ystem of absorption field ( Prior to backfill of any component ( )other, specify: - Plans and specifications of the proposed sewage disposal system have been reviewed and are considered satisfactory. Pernissi.on i� hereby granted to the owner or his agent to perform the work indicated above in accordance with the Pitkin County Individual Scwa;c Dispesal Rcvulations in effect on the date of issue. In addition to general provisions act forth or, the reverse her�oi, this Permit ie subject to the following additional terns and conditions: i thvironmentat APPROVED FOR ISSUE BY � < (title) Thr a:xive individual sc%lago disposal system installed by (61'�`�/� /�� has hen in::P�'oted for use t,y a representative cf the As en Pit an L'nviranr+�•nta lira t.. Dcp�runcnt. The uvnur chod..11 s a re�iwnsibility in Case of failure or inadequacy of thip sc wafe disposal system. Compleie ax -built drawing attached. DATE9"/ Irk%ECT ON BY: -- — / TITLE Aspen/Pitkin Environmental Health Officer '130 South Galena Street Aspen, Colorado 81611 303/320-5070 ASPEN40PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATION FOR AN INDIVIDUAL SEWAGE DISPOSAL•PERMIT ,y��7.4�5)1,lcauy PHONE Name o f OWNER CAt-e .r l til re Address of OWNER Name of APPLICANT PHONE Y\) � PERNf�T 'PO BE: y�)Picked Up ( )ailed to% - �'�"�••) TYPE OF PERMIT: ()(New Installation ( )Repair ( yowner ( )Applicant . ( )Emergency Use ( )Alteration NOT due to failure IACATION OF PROPOSED SYSTEMS Legal Description TAC _ Block Filing Subdivision Size of Lot 8/ z acres Do you plan any further additions to the TYPE OF STRUCTURE: K)Single Family Dwelling ( )Other: residence? ( )YES ( )NO No. of bedrooms No. of Lofts_ No. Of Garbage Disposals _ No: of Automatic Dishwashers 3 No, of Automatic Clothes Washers l/ WATER SUPPLY: ( )Private well, Depth or X 'b11e, Name of System ( )Spring ( )Stream or Creek TYPES OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank/Absorption Field ( )Aeration Plant/Absorption Field ( )Composting Toilet ( )Incineration Toilet ( )Hound ( )Recycling, potable use ( )Recycling, other use ( )Vault Privy ( )Other: The initial site inspection must be arranged with the Aspen/Pitkin Environmental Health Department (925-2020. 8:3Obe obtained. before a permit can be issued. The individual sewage disposal permit must be issued before a building permit can FINAL INSPECTION APPROVAL MUST BE GIVEN BY THE ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT PRIOR TO BACKFILLING ANY PORTION OF THE SYSTEM. Application for an individual sewage isposal permit i hereby submitted. The undersigned acknowledges that the above information is true and that false info ati 1 alidate th application and any subsequent permit. DATE 0— Signature of Applicant his application becomes. invalid 12 months from the above date.) NOTE: PLOT PLAN must be filed with this application. Please locate the following items by measured distances: 1. Property lines and dimensions. 2. Proposed and existing water wells on subject property and adjacent property. 3. Domestic water service lines. 4. Proposed and existing buildings, driveways, and other structures. S. Streams, lakes, ponds, irrigation ditches, and other water Courses. 6. Proposed and existing individual sewage systems on subject property. , SUBMIT A REVISED PLOT PLAN PRIOR TO CONSTRUCTION IF INSTALLATION IS TO BE CHANGED FROM ORIGINAL PLAN. - The undersigne reby acknowledges receipt of this individual sewage disposal pertai a 1 cation and a perm a lin the amount d�CyJ� , Date Fee Received ! by Receipt Number Administretivo Ofticer 130 South Galena Street Aspen, Colorado 81611 303/920-5070 • ASPENObPITKIN ENVIRONMENTAL HEALTH DEPARTMENT Legal description: Address o -F Dom-^ V-+-�r Name of O Address: (# & st. / p.o. box) (city) (state) (zip) Name of Agent: Lot Area: Water Supply:Public Utility Subdivision Private W&11 Other Distance to Nearest Surface Water Type Dates Observations Made: Soil Borings: by Percolation Tests: by SOIL.BORING TESTS . PERCOLATION TESTS Total Depth Observed Depth to Groundwater Estimated Depth to Groundwater Character of Soils B-1 Depth of Water (left after 8 hr. presoak) PERCOLATION TESTS Rate P-1 Rate P-2Rate P-3 ��i AVERAGE RATE: 3�minutes inch Plan of the site and location of test holes on the back Comments on Soil or Site: Date 2,, 112,- Signature _kkJ4-L-- 130 South Galena Street Aspen, Colorado 81611 303/920-5070 P-1 P-2 P-3 Depth Diameter Depth of Water (left after 8 hr. presoak) Rate P-1 Rate P-2Rate P-3 ��i AVERAGE RATE: 3�minutes inch Plan of the site and location of test holes on the back Comments on Soil or Site: Date 2,, 112,- Signature _kkJ4-L-- 130 South Galena Street Aspen, Colorado 81611 303/920-5070 MM, 1�AI I� IM11 , UJI, 1101, " 10'. d, M � 10, 09,111 PU I I M M, 1 - M, 10��1 I W, I��I�= [3'A Rate P-1 Rate P-2Rate P-3 ��i AVERAGE RATE: 3�minutes inch Plan of the site and location of test holes on the back Comments on Soil or Site: Date 2,, 112,- Signature _kkJ4-L-- 130 South Galena Street Aspen, Colorado 81611 303/920-5070 F� OP o f-3 I ASPEN*PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Legal descr Address of Name of Own Address: ( # & Name of Agent: box) (city) (state) (zip) Lot Area -25-41C, Water Supply:Public Utility Subdivision Private W!�J1 Other Distance to Nearest Surface Water _ Type Dates Observations Made: Soil Borings: by Percolation Tests: - by SOIL .BORING TESTS PERCOLATION TESTS Total Observed Depth Estimated Depth Character 4 •-rr Depth to Groundwater to Groundwater of Soils C (? D op L Drop Time B-1 3-3/14)j { ,I q A �. PERCOLATION TESTS P-1 P-1 P-2 P-3 Depth P-3 4 •-rr Diameter = " 12�' Depth of Water (left after 8 hr. presoak) C (? P-1 P-1 P-2 P-2 P-3 P-3 rop Time Drop Time Drop Time DropTime D op Time Drop Time 3-3/14)j { ,I q A / n fi v 41• l Rate P-1 Rate P-2 AVERAGE RATE:` minutes/inch Plan of the site and location of.test Comments on Soil or Site:lr- Date7///G/ 130 South Galena Street Signature Rate P-3 s on the back Aspen, Colorado 81611 303/920-5070 t ASPEN#PITKIN ENVIRONMENTAL HEALTH OEPARTMCNT Legal descri Address of Property,: Name of Owner: _ Address: (# & s Name of Agent: „� / P-9- —,72,c -?o3 ity�a (stain) (ZIP) Lot Area:-, Water Supply:Public Utility Subdivision_ Private W&11 Other c, Distance to Nearest Surface Water-- Type Dates Observations Made: Soil Borings: by Percolation Tests: by SOIL.BORING TESTS PERCOLATION TESTS P-1 Total Observed Depth Estimated Depth Character P-3 'Depth to Groundwater to Groundwater of Soils Drop Time (left after 8 hr. presoak) Time D op B-1 PERCOLATION TESTS P-1 P-2 P-3 Depth �� l P-3 Diameter Drop Time Drop Depth of Water li Drop Time (left after 8 hr. presoak) Time D op P-1 P-1 P - P-2 P-3 P-3 Drop Time Drop Time Drop Time Drop Time Drop Time D op Time I 7,1$ n Rate P-1 `/a Rate P-2 ?,O Rate P-3 AVERAGE RATE: minutes/inch +�� a U 7 I �gQ P an of`t siee and location of test holes on the back Comments on Soil or Site: J Date /l% signature .� 130 South Galena Street Aspen, Colorado 81611 303/920-5070 .nrvrleA n»n� Lq-lL«fl� kl%_G The subsoils encountered at the site, below organic topsoil, consisted of silty clays.with shale fragments. The upper six feet of clay appears to be highly expansive. The proposed residence can be founded with spread footings bearing on the natural subsoils, below all topsoil, and below the upper six feet of highly expansive clay, designed for an allowable soil bearing pressure of 3000 psf. Due to the swell potential of the subsoils, the footings should also be designed to impose a minimm dead load pressure of 800 psf. Other design and construction criteria relating to geotechnical aspects of the site are presented in the body of the report. This report presents the results of a subsoil study for a proposed residence to be located on Lot 10, owl Creek Ranch Subdivision, Pitkin County, Colorado. The project site is shown on Fig. 1. The purpose of the study was to develop recommendations for foundation design. The study was conducted in accordance with our proposal for geotechnical engineering study to The Aspen Design Group, dated January 23, 1991. A field exploration program consisting of exploratory borings was conducted to obtain information on subsurface conditions. Samples obtained during the field exploration were tested in the laboratory to determine compressibility or swell characteristics and classification of the on-site soils. The results of the field exploration and laboratory testing were analyzed to develop recommendations for foundation types, depths and allowable pressures for the proposed building foundation. The results of the field exploration and laboratory testing are presented in the report. This report has been prepared to summarize the data obtained during this study and to present our conclusions and recommendations based on the proposed Chen ONorthern, I ne. Consulting Engineers and Scientists r . r construction and the subsoil conditions encountered. Design parameters and a discussion of geotectuucal engineering considerations related to construction of the residence are included in the report. ..,• IX -11 rb••l • The proposed 12,000 square foot building location is shown on Fig. 1. The residence will be a two story wood frame structure with an attached garage on the north side and an attached caretaker residence on the east side. Ground floors are proposed to be slab -on -grade. We assume excavation for the building will have a maximum cut depth of one level, about 10 feet below the existing ground surface. Foundation loadings for the structure are assumed to be relatively light and typical of the proposed construction type. If building loadings, location or grading plans are significantly different from those described above, we should be notified to reevaluate the recoamnendations contained in this report. R)NoV Mid ►u SIM �h�:'. The proposed building area consists of an open meadow with an existing fence and tree line to the south. The site slopes down to the southeast at grades of 10 to 15 percent. steeper slopes were observed to the south of the tree line beyond the building area. The site was covered with about 3 feet of snow at the time of our field work. Chen@Northern, Inc ConsullingEngineers andScienlrsls /'la � e .�f�a2� 0 �.