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HomeMy WebLinkAboutpitkin.eh.273303300013 (1996) Snowmaking Control BldgASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT APPLICATI( AOR INDIVIDUAL SEWAGE DISPOSAL SY' 'M ' 130 S. Galena St., Aspen Colorado 81611 Phone 970-920-5070/Fax 970-920-5039 Permit # Parcel ID # 02.7 3 3 - d 3 3 60 c::) ( 3 Permit For: New Installation (Repair ( ) Remodel ( ) Emergency Use ( ) Name of OWNER 4,5- 4 Sly / ,, a Owner's Mailing Address T tri. / c�1X /Ly o Ape ^J. Business Phone: e-7 — ! 21,? -O Home Phone: Name of Agent (" . �/ � �� �/ /?0 Sl/ Agent's Mailing Address �/ U � /�_ Business Phone: v/2 S - / % ) 0 Cell Phone: Fax : 1/ a r— Copy of permit to be sent to: Owner ( ) Agent ( ) Both (X Street Address .5CVO, A 5 S S/('- / /`fes /4 (GfC I/ O 0 /3, i LU%i 1 G Legal Description: Lot AJA Block /yA , Nk Subdivision Size of lot: /VA acres Type of proposed structure: /1167^i Size of bldg. envelope: N1°` ?.3.r �- 7-�rLET Total area/living space (sq. ft): 4 f T # of Bedrooms, offices and similar size :rooms: Water:(( Private well( )Spring ( )Stream ( ) Community/Public (Name of System) Is Proof of Adequate Water Attached ? ( ) Yes ( ) No Has this project been approved by Pitkin County? ( ) Yes ( ) No - OK W) S` Is a copy of the floor plan attached ( required ) ? ( ) Yes ( ) No Application for an individual sewage disposal system Is hereby submitted. The undersigned acknowledges that the above information is We and that false information will invalidate the application and any 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 may be undertaken until all approv and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this system. Signature of applicant AAR Date 2 For department use below ------------------------------------------------------------------------------------------------------------- ract"M f�1im.s s L�1F�5Tl:[��7M&ML 11[d16MUXuTI I 11 l.11 '1 A I 1 I I it Septic tank capacity: gallons Absorption area: sq. ft. �+ 30'010 reJo Ghon 15 a i t`cnx-f- 1104_ w ood I11k__ .3q 3 Rr , 411 -'�Pe "a h o f `lt -M Lin. GUS � nuc sr n��� �Q n fat nod oA pe", q -F &OC,10 5eo� � .l f -! Ak a.Ke a4114 Imp �, 4fupis tvyi , 41\az-i fiw sf be app r -r -M) bt-t 1 em I naK 4 --Aub te�l A!, -1-�ttis c�pa�rt-�x- An inspection Is required prior to backfill of any component of the distribution system. Design by Engineer Required?( ) Yes (-A No All plans and specifications of the engineer must be followed. Any changes must be approved in writing and the engineer must certify the final installation to the Environmental Health Department in writing. Permit approval by: Q -s' nf, tXA j19��(�r` Date APEP Plans and specifcations of the proposedind idual age dispo 'system have been reviewed and are considered satisfactnisstereby 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 dale that the permit was issued unless system construction has commenced or an extension has been approved in writing by th � Department. Installer. As -Built dirawirigs must be Included with this permk before the final approval will be issued. Final Inspetction Approval• l�f�'. %y(G�,>✓ s( Date: �°? Date requested: ► / '01 Date Pd:: 1-7- _ q4 Receipt #: v a 7 7,5' Received by: 164- Information complete: - q 4/ • �s' P,u1 .............................•.....................................................-----..-.. J'v` 3 "3� 1 e, 55P1 I CITY OFA ` P ASPEN/PITKiN ENVIRONMENTAL HEALTH DEPARTMENT 130 South Galena, Aspen, 611 303-920-5070 y 'c.CritzSS ez.a cescription SN c�� n'1� r r-� Gi Co ry '�'zo t.- r3 v i � r7 r �► Ci o„ Owner: di, tSs P, 0, 8©X /2' Ll •;Otc: Percolation Test Form, Site Plan and Grain Size Distribution Curve of the Sample must be submitted with this form. For all Lots <5 acres the site plan must include the entire lot. Test locations must b-1 accurately ded to lot corners or other permanent markers. {' Location of perc and profile' holes must be mapped adequately and identified with l stakes, £lagging, etc. Profile holes must be, staked as #1, #2, and #3. [T;� uratiun and Swelling e red surfaces removed: __XY\es/ No r;d or gravel added: Yes Date and time presoak water added: mount of presoak water added (gallons): D -ate and time percolation test is started: �'aCJ -7 /7126 Did water remain in hole after the overnight swelling l period; i !?ole ! Yes —&–No I Hole 2 Yes No i i-iole 3 Yes No i i)crcolation Rate Measurement ?ercolauon Rate (min./in.) I i i Hole I V Hole 2 O, Hole 3 Average2:/ 8r roundwa ter: • Encountered Estimated depth to maximum scasonai water table if not encountered in profile: --, • is area believed to be subject to seasonal fluctuations which could result in a seasonal water table Millin 8' of surface? Yes �',No �XA L,ak COOS, 1 Slope determination in absorption area: 7o to the N/ (direcdon) (Bedrock: • Encountered @ — feet. • Estimated depth if not encountered in profile:, • Type of bedrock: Sandstone Claystone Silmone Other • Is bedrock fractured or weathered? _,.Yes No • Is bedrock believed to be permeable? (Pere, rate <60 min./in.) Yes No ---- --------------------------------------------- JUL C12 '93 01:01PN CITY 0— 'ASPEN P ASPENI'nyIN ENVIRONMENTAL HEALTH DEPARTMENT 130 South Galena, Aspen, CO 81611 303-920-5070 Percolation Test Result Form Hole Length of Water Depth Water Depth Interval @Start @ End Drop In Water Level Percolation Rate @Final Hole Depth No. (in.) (min.) of Interval of Interval (in.) (in,) Interval (min.�in.) (in.) " Q 3da G m � L a � 3� %� 3 ' o_—> 3.33 3 3'o G 0C) 3' a o �yy 36: 'Field Notes shall be recorded on this form or in this format; typed copies of field records may be submitted on this form. 'A ieur hour test must be conducted unless (a) water remains in the hole after the presoak in which case one 30 min. interval is sufficient, (b) the first 6" of water seeps away in <30 minutes in which case a one-hour test of 6 • 10 minute time intervals may be used, (c) the .test is being conducted in sand in which case a one-hour test of 6 - 10 minute time intervals may be used, (d) three successive water level drops do not vary by more than 1/16 inch in which case a two hour test may be conducted. JUL 02 '93 o1:0epi°i CITY of ASPEN Pohle Hole Information (Cont.) (Soils must be classified using Unified System ASTM D2487) Profile Hole Log 0 1 2 3 w 5 n. a� O 6 7 8 9 10 Certification P.4 r_1?A Gam" IE7 1�) L-, 4,, _ L/G/,/ (v 6>,--, -F,-D sA -- r)/ I certify that the above information is correct and complete to the best of my knowledge and that all tests were performed in accordance with the provisions of County Health Department Regulation X by myself or un supervi 2 /l ginal Si nature Date L 2�a_ Company Nam Address Phone Original Seal 40N y rrrrrs* SEP -19-96 THU 12:07 MCLAUGHLIN WATER ENG Wateyr.1iguieers, DATE_ Sevtember• 18, 1996 TO: Pitkin County:Enviromaental Health; Mary F=, McLaughlin,Water Engineers, Ltd.; Dean Derosier. RE- Final ln: spection - Aspen Ski Company Septic • System; Snowmass• :Ski Area Control Building - 65-150,.53 . On Thursday September 12,.1995, 1 performed a Final Inspection'of'the Aspen Ski Company septic system, Snowmass Ski Area Control Building. All aspects of the installation and --operation meet my approvals:' I observed the system several times during irs installation, and found that th'e :System was - generally instalfed according to the plans acid specifications prepared by myself and McLaughlin Water, . Engineers ,with no changes by'the contractor.-, ; The system was approved. for service on'the date of my inspection with the. following comments: -Access.:-.•: .ports to .the tank were to. be sealed water tight...Sereens are to be added to the -system vents.at each corner.. -The :septic field, is to be completely covered with onsite backfill material. Tanks -are to tie pumped . according to Pitkin county Regulations. . If you have any question concerning the installation, please feel free to contact me at any tlma; 970-925- .1920., ; Thanks, Dean Derosier ; GOD%5-150.53SKICOSEPTIC SEV 9.1996" ENVf € ONMENTAL HES LTH ASPEN i : l— ,! ' . FAX N0. 9709251974 P. 01 ASPEN/PITKIN ENVIF MENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Name Aspen Ski Co. / control buildin House Size < 2000 sq. ft. (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms, Lofts, Offices, Similar Rooms - Main House 2 Number of Bedrooms, Lofts, Offices, Similar Rooms - Caretaker 0 Average Daily Waste Flow 450 (# bedrooms X 2 people/br X 75) State Review Required? no Perc Rate 21.8 (T) in minutes/inch Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 525 Absorption Area (A= Q/5 X SQRT of T) A = 490.2499 sq. ft. of absorption area required 27 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 343.175 sq.ft. with reduction 19 infiltrator units with reduction Permit # Parcel ID # 2733-033-00-013 Type of system: [ ]Absorption trenches [ ]Absorption bed [ ] Gravelless chambers [ ]Dry well [ ]Seepage Pit [ ]Pumping Chamber Is an Engineer -Designed System required? no Minimum tank capacity SETBACK FROM WELL # of feet = 100 yes reason: 750 gallons 75 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: DATE: DATE: Printed on Recycled Paper ASPEN • PITKIN ENVIRONMENTAL HEALTH DEPARTMENT Q) uu-� u� .. ,bo,� for' roaoP 'I. �., �Ig Ian o (970) 920-5070 130 SOUTH GALENA STREET 01 L i F—ar SFPT-IC F/ELD- ZNFILT/P�r��'s —Coo %%i i, rs - 4040 " 5 x S 0/y G s ysrfAA/ /�� 0 i 1 a n Qr P A lr a LRi 1 * J r, -11A, 0 —� 4 • ,l� a � I : u, Protect Title— %- <' C'csF ncd Subject -- t I Srr+�ALG „y�G%N eY� 5`0✓� r/< 5;-I .,v /< I F/7 t /J a A 9-6 £.'2. /� Lid rtG ��rAv� L 5�/Sri�� , _7IV A -7 -3 a /� rtg,/4N'�i Cs1 /✓ oT S - --- -- DESIGN �-- --,- McLAUGHLIN WATER ENGINEERS, Ltd. f�, 2420ALCOTT ST_ DENVER,GO 80271 DETAIL CHECK �. reae»a rsG s„s PROJECT NUMBER DATE DRAWING i NUMBER %