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Home My WebLink Aboutpitkin.eh.273510400001 (1975) Tiehack Lift - Restaurant�-7�� I(7–DD-ODI 1 a PITKIN COUNTY HEALTH DEPARTMENT ��'� .PERMIT NUMBER RECEIPT NUMBER Owner Phone # Owner's Mailing Address _ A. ref:,-R:�' 4/,V� Contractor�8✓/!/2V,.Vg /?J,,tl Phone # Address Systems Contractor's Name Address J T Legal Description Lot Size /�� Type of Building by Use Type of Water Supply , Number of Bedrooms �6�L. Type of Individual Sewage Disposal System Type of Soil or Soil Classification/��'��✓1 Proximal Location of Bedrock Proximal Location of Ground Water Ta of./ t6 eey Ie9 Owner's Signature Date PLOT PLAN: n Test Data /�7`c % inutp Percolation eser inch Minimum Recommended Absorption System Size Iq Minimum Recommended Tank Size--OV-00 Permit application valid one year from Date. Application to become permit and final only after lower portion is completed and signed by the Sanitarian. RETAIN THIS FORM AT THE CONSTRUCITON SITE. Date Sanitarian - K Drawing of system on back) RONALD C. MCLAUGHLIN WRIGHT-Mc LAUGHLIN ENGINEERS KENNETH R. WRIGHT ENGINEERING CONSULTANTS HALFORD E. ER I CKSON DOUGLAS T. SOVERN 2420 ALCOTT STREET JOHN -T. MCLANE DENVER, COLORADO 80211 (303) 458.6201 THOMAS W. MORRIS ASPEN OFFICE STEAMBOAT OFFICE JIMMIE D. WHITFIELD P.O. BOX 8028 P.O. BOX 5220 ASPEN. COLORADO 81611 STEAMBOAT VILLAGE, COLORADO 80699 January 26, 1976 Mr. Robert Nelson County Sanitarian Pitkin County 506 East Main Street Aspen, Colorado 81611 r ,¢ 1 COMPLETE ENGINEERING SERVICES IN THE SPECIALTY FIELDS OF WATER SUPPLY AND DISTRIBUTION WATER AND SEWAGE TREATMENT SEWAGE COLLECTION AND REUSE INDUSTRIAL WASTES STORM DRAINAGE FLOOD CONTROL AND OTHER WATER -ORIENTED PROJECTS Re: Certification of Tiehack Restaurant Absorption System Dear Bob: This letter, per your request, is a certification that Wright -McLaughlin Engineers inspected the service sewer line septic tank and absorption field installation for the Tiehack restaurant. All of the facilities were constructed in com- pliance with the plans that were submitted to you earlier. If you have any questions or require any additional informa- tion, please let me know. Respectfully submitted, WRIGHT-MCLAUGHLIN ENGINEERS enneth E. Ash KEA:Iw cc: Don Rayburn E August 12, 1076 Aspen Skiing Corporation P. O. Box 1298 Pspen, Colorado 81611 Re: Wastewater Disposal System for Tiehack Restaurant Pitkin County Gentlemen: Lt the December 16, 1975 meeting of the Water Quality Control Commission approval was granted for a site approval for a 2000 gallon septic tank and soil absorption system at the Tiehack Restaurant designed for an average daily flow of 1320 gallons. One of the conditions listed in the site approval letter states that if the flow records indicate a flow greater than the engineer's estimate of 1320 gallons per day, the septic tank and absorption field must be expanded to handle the increased load. I recently received a flow record for the Tiehack Restaurant and noted twelve days that the water use exceeded 1320 gallons per day. It appears to rye that the Aspen Skiing Corporation must either expand the size of the system or limit the water use to 1320 gallons per day. Please indicate what steps will be taken to comply with the above -listed condition of your site approval. Very truly yours, FOR DIRECTOR, WATER QUALITY CONTROL DIVISION Richard H. Bowman, P.E. District .rngineer RHB:dec cc: James Roark, Pitkin County Sanitarian District Engineer �Wh January 16, 1976 Aspen Skiing Corporation 406 South dill - Box 1248 Aspen, Colorado 31611 Re. Site Application for 2000 Gallon Septic Tank and Soil Absorption System -PItkin County Gen tl emen . %W i, -L, - 4 7 ,�, Ih - This is to inform you that the "Application for Approval of Location" for a 2000 gallon septic tank and 3000 square foot absorption field to be located at the base of the Tiehack- Ski 2rea approximately two miles northwest of As.., -)en, Colorado has been approved by the Water Quality Control Commission at its meeting held on December 16, 1975 subject to the following conditions: 1. A certification from the engineer must be furnished prior to commencement of operation stating that the facilities were constructed as shown on the plans submitted or a justification by the engineer and/or operating entity of any changes that were made. 2. The facility must be connected to a regional facility and interceptor at such time as they are available in accordance with the Basin water Quality Plan. 3. An accurate flow meter must be installed on the water supply system and accurate daily flow records must be maintained. 4. The daily flow records must be sent to the Water Quality Control Division at the end of each ski season. 5. If the flow records indicate a flow greater than the engineer's estimate of 1320 gallons per day, the septic tankaand absorption field must be expanded to handle the increased load. 6. This approval is rescinded on December 16, 1976 unless definite steps toward actual construction have been taken by that date. Fm Aspen Skiing Corporation January 16, 1976 Page 2 We have reviewed the plans and specifications and find that they meet our design criteria. This approval does not relieve the orimer from compliance with all county regulations prior to construction nor from responsibility for proper engineering, construction, and operation of the facility. Please retain this letter for your 1.)eermanent records. Very truly yours, FOR DIRECTOR, WATER QUALXTY CONTROL i)XVXSX(-)N Richard H. Bommn District Engineer ,RHB. dec ccJames Roark, Pitkin County Sanitarian Wriglit-dcLaug.,ilin Lagineers District Engineer Approved By; Frank � ank J. I?ozich, P.E., Director water ;)uality control Division COLORADO DEPARTMENT OF HEALTH DIVISION OF ENGINEERING AND SANITATION A C T I V I T Y R E P O R T Section FILE REFERENCE: Public Sewage Diaposal INDIVIDUAL OR Tiehack Restaurant and Lift ESTABLISHMENT: ADDRESS: Aspen Skiing Corp. NARRATIVE: Code 12 County 57 I spoke with Don Jensen of the Aspen Skiing Corp., who had re- quested an inspection of the sewage disposal system for the Tiehack Restaurant. The leach field was sized at 30' x 100' with a 1250 -gallon and a 750 -gallon Copeland Concrete Septic Tank in tandem. The 6 inch sewer line was extended back about 50-60 feet. The only problem I found with the field was that the lines were upside down and this was corrected while I was on the site. A representative of Wright -McLaughlin Engineers was on the site and completed his inspection for the consultant at the same time. I mentioned the requirements of extending the manholes of the tank to within 12 inches of the surface as the tanks were set quite deep (3-4 feet) and the fact that we required 5' of cast iron on either side of each septic tank. All other aspects of the system were in:conformance with County Regulations. cam' I8 7.s LETTER TO FOLLOW: ( ) OTHER RECOMMENDATIONS: DATE: October 28, ES: 7 (Rev. 6-70-100) , 19 75 . REPRESENTATIVE: C.4 RONALD C. MCLAUGHLIN WRIGHT-Mc LAUGHLIN ENGINEERS KENNETH R. WRIGHT ENGINEERING CONSULTANTS HALFORD E. ERICKSON DOUGLAS T. SOVERN 2420 ALCOTT STREET JOHN T. MCLANE DENVER, COLORADO 80211 (303) 438-6201 THOMAS W. MORRIS ASPEN OFFICE STEAMBOAT OFFICE JIMMIE D. WHITFIELD P.O. BOx 8028 P.O. BOX 5220 ASPEN. COLORADOSIGII STEAMBOAT VILLAGE, COLORADO 80< October 17, 1975 Mr. James Roark Director of Environmental Health Pitkin County 506 East Main Street Aspen, Colorado 81611 Re: Tiehack Restaurant Disposal System Dea r J i m: COMPLETE ENGINEERING SERVICES IN THE SPECIALTY FIELDS OF WATER SUPPLY AND DISTRIBUTION WATER AND SEWAGE TREATMENT SEWAGE COLLECTION AND REUSE INDUSTRIAL WASTES STORM DRAINAGE FLOOD CONTROL AND OTHER WATER -ORIENTED PROJECTS Attached you will find (1) two copies of the Colorado State Department of Public Health Application For Approval of Loca- tion for Sewage Treatment Facilities, (2) two copies of draw- ings, and (3) two copies of the design calculations for the septic tank and soil absorption system for the Tiehack rest- aurant. These submittals are made in behalf of the Aspen Skiing Corp- oration. The system as designed is proposed as a temporary measure until such time as the Aspen Metropolitan Sanitation District installs sewer facilities in the Tiehack area. If you have any questions or require any additional information, please contact me. Sincerely, Ken Ash WRIGHT-MCLAUGHLIN ENGINEERS P.O. Box 8028 Aspen, Colorado 81611 s WRIGHT- McLAUGHLIN ENGINEERS .{ Engineering Consultants Denver, Colorado Q/G SHEET NO. /-- OF na fci JOB N,O. — // BY�`� '�L' ._ DATE — 7 •¢ciL� T//. � ; y6'�/ ��'s'rv, .s� �vr-- gra T-Od- 'e""cr 7-"6 o,E T� ��e•�. /. �� /Z63Tt�/�'.t,�✓T u//LG /�y c%rr S D oS'E'i`>�- T %'D iG 4 y/> rt✓i/ t GL T/ TIf41. 10.5 4-acr- — a.3-'" a .0 D10111 414� e-" i ,t' • 4! -4 Lr51'/ -,-P7Z 40 c' dr C/., --e- to .4/a /. •! ems e" c5 ee �/,? �140--&Oxv- Gee ✓ 06ro //,o 4 � -'V 'oO7' v ex wy"C � G✓ oY cr /s 45i9Jc lls �'• F .� S"`t'� co 0040, W195") - 199425;14t tlArc-�; WRIGHT - MCLAUGHLIN ENGINEERS Engineering Consultants Denver, Colorado SHEET NO. OF JOB N��OO.�. BY _ C3 DATE I'eC__ (o SCO 4 L U2srr s 0 �v - '20'r— 444 r ./ 44: S//54i- ,¢t3.as'o,2�r/t�►a 7O HT — McLAUGHUN ENGINEERS Eng InsorIng Consultants Dsnwr, Colorado SH EET NO_ 13 OF _ JOB ,NCO. BY ,Z.'_ DATE7-s- ��/>TiG %�iS,s/ �fe/�3�c°°� �✓eG c .�' ti`" i�/.�T�9"�G f a ems.✓ 7' !��'' �G`�i T �/��•t; �3�/1vivG.s wit � ,�'� .re,�c� u.�iTis- lSt�"�Gt a/.'a✓.f,�!''''�f f"�''1.s t 1. W9GHT - MCLAUGHLIN ENGINEERS Engineering Consultonts Denver, Colorodo SHEET N0. OF JOB NO. BYDATE L' LO rr P.-% t o S wo vj &4 l a} Co o - —TO P „�_., •�' ,., .► v SSR-Z~� ..��/GTL GsL/1-' G'' Ss� /,.,po545ri 2rv- w 5- r t" c -4 Qv C1115 e4e G ice We 1.:>6r S 10 LO rr P.-% t o S wo vj &4 l a} Co PI`i'?:I IJ CGiJi:TY r:NIRObI,•S}?I1'1'AL HEALTH Field Test Data Sheet on Percolation Test PROPERTY OW JF.R A S -T c-„� c> k- � � c r, PhoO,!F bSAILI:JG ADDRESS Drop v� ime Time l LEGAL DESCRIPTIC:, C':' r'' :::::;'tea-.,� Time CAA.tA DroiD O ra Time lel, v� LOCATIbii OF TEST IiCL�S `three (3) test holes reaU j•ed p:=r syste:r. Test Hole Depths (24" minimlx.,) $ SS r 55 - Diameter of Test Holes N y 3tik 14S Water Remaining after 24 hour soak TL'ST HOLE #1 TEST i', -:LE T ---'ST !-OLE Drop v� ime Time l Drou Time CAA.tA DroiD O ra Time lel, v� 4- y/ 7,0 4) [� Z U �� tXo • 'c �3> ' 5v ,ham i // i84 t I,- / 7L_Af v/i,vc ft Percolation Rate Each Hole 2 —�S '/'y' H 3 7, 1�10,A111'vG1-1 Average Rate /3s Comments on soil or site: filth:.' TU1i DATE PITY.III COUNTY EiMROVEIdTAL HEALTI1 Field Test Data Sheet on Percolation Test PROPERTY OWNER � ��„� � k � Cor[' PHONE MILING ADDRESS LEGAL DESCRIPTIC:I OF FR--ERTY 'At LOCA'T'ION OF TEST BOLES Three (3) test holes required per system • rr jrr Test Hole Depths (24" minimu.::)_ Diameter of Test Holes Water Remaining after 24 hour soak d Q Percolation Rate Each Hole r / ;r q lul !/� �?— % /ri,�i/,✓`��/� '?i i 2 All, � Average Rate /6 .01V /N.d// �3 v,6i1/�G� �/' / G/�o�d S � /`i /Z •�'li�l//�!/� Comments on soil or site: ��►c }y .,7t;i;:liUltl: f,J��r DATE J� ?� /�%S TEST HOLE k1r TFS`_ HOLT TEST HOLE PX C, D --op Time Droo Time Dro- Time IA- '/4 G� (7CA I7� t�4 �ti� S t!� �,' %_moi O _ ego /y.0 Percolation Rate Each Hole r / ;r q lul !/� �?— % /ri,�i/,✓`��/� '?i i 2 All, � Average Rate /6 .01V /N.d// �3 v,6i1/�G� �/' / G/�o�d S � /`i /Z •�'li�l//�!/� Comments on soil or site: ��►c }y .,7t;i;:liUltl: f,J��r DATE J� ?� /�%S