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HomeMy WebLinkAboutVail Mtn - Belles CampDepartment of Environmental Health Eagle (970) 328-8755 Fax: (970) 328-8788 El Jebel (970) 704-2700 TOLL FREE: 800-225-6136 P.O. Box 179 500 Broadway Eagle, CO 81631 www.eaglecounty.us APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ISDS Permit # 2P7-7A--oO CBuilding Permit # INCOMPLETE APPLICATIONS WILL NOT BE ACCEPTED (SITE PLAN MUST BE INCLUDED) FEE SCHEDULE APPLICATION FEE $373.00 This fee includes the ISDS Permit, Site Evaluation (Percolation Test, or Soil Profile Observation) and Final Inspection. Additional fees may be charged if a re -inspection is necessary, or a pre -construction site visit or consultation is needed. The re -inspection fee is $55.00. Make all remittance payable to: Eagle County Treasurer. Property Owner: U 5 ms F os . [ar. Phone: x 0 _ 2 4 5 - Z � 4_L Mailing Address: �s Applicant/Contact Person: Phone: Phone: c' -o- Licensed Systems Contractor: �, �€�ctt. License # Company/DBA: Phone: Mailing Address: ?. ter , - -,— -, F ( C Permit Application is for: V New Installation r Alteration r Repair Location of Proposed Individual Sewage Disposal System: Legal Description: 6.� v 4 .•6 R ,4 Pc- iQr. sr . Tax Parcel Number: V/ 14 Lot Size: Assessor's Link: www.eaglecounty.us/patie/ Physical Address: -top or-- z A-RL2 S, c 'xi Inc n 411� etc-VL�i,�c.= L. € et 1 s c..V(__ Building Type: r Residential/Single Family Number of Bedrooms: r Residential/Multi Family lK Commercial/I-e,=� Number of Bedrooms: Type of Use: �R C: �,T R--)p" *These systems require design by a Registered Professional Engineer Type of Water Supply: 'Private Well r Spring r Surface r Public If Public Name of Supplier Applicant Signature : LL.-,,� Office Use Only Amount Paid: 3�3 Receipt#: Check#: Date: US DA United States Forest White River Supervisor's Office Department of Service National 900 Grand Avenue Agriculture Forest P.O. Box 948 Glenwood Spgs., CO 81602-0948 (970) 945-2521 TTY (970) 945-3255 FAX (970) 945-3266 File Code: 2720 Date: August 1, 2008 Brian McCartney Vice President, Vail Mountain Operations Vail Associates, Inc. P.O. Box 7 Vail, CO 81658 Dear Brian, I have reviewed your request for an Amendment to the 2008 Summer Construction Plan for Vail and Beaver Creek Mountains to include project VBF 08-007, New Belle's Camp Restroom Building. I have accepted the recommendations of my staff based on their environmental review and analysis. The following project is accepted as Amendment 1-to the 2008 Summer Construction Plan: New Belle's Camp Restroom Building, VBF 08-007. An additional restroom at Belle's Camp in Blue Sky Basin will be installed utilizing Vault Evaporator Technology as supplied by Biological Mediations Systems, Inc. The location is on previously disturbed ground between the existing restrooms and the warming hut. The exterior materials have been reviewed and are consistent with existing facilities and Built Environment Image Guidelines. This project falls within the scope of the 1996 Vail Category III Environmental Impact Statement and Record of Decision. Please note that final project approval is dependent upon the acceptance of construction drawings after our Engineering Staff reviews accessibility requirements. Construction shall not begin until a Notice to Proceed has been signed and issued. If you have any questions regarding this decision, please contact Don Dressler at (970) 827- 5157. Sincerely, Is/Richard L. Doak (for) MARY G. MORGAN Acting Forest Supervisor cc: Don R Dressler Caring for the Land and Serving People Printed on Recycled Paper M SEPTIC SYSTEM APPLICATION THE VAIL BACK COUNTRY RESTROOM TOP OF EARL'S AND SKYLINE EXPRESS LIFTS BLU SKY BASIN Eagle County, Colorado July, 2008 3 0:5`1'5v Introduction Vail Associates, Inc. is proposing to add a `Biological Mediation System" (BMS) composting restroom near the top of Blue Sky Basin (Belle's Camp), Vail Ski Area (see Vicinity Map in the appendix). At Belle's Camp there is an existing BMS restroom building equipped with a Devap 2000 and hand sinks. The existing waste disposal system, constructed under Permit 2027A-00, was designed to treat approximately 1,000 uses per day. The existing waste disposal system consists of an existing Devap 2000, which can treat 300 uses per day excluding hand wash gray water, a septic tank, to which the uses in excess of 300 per day overflow to, and absorption trenches designed and sized to treat the remaining 700 uses per day (human waste) plus the 1000 uses per day for hand washing. Under existing conditions liquids from the hand washing station bypass the existing Devap 2000 system and flow directly into the septic tank. Vail Associates, Inc. is proposing to add_an additional `Biological Mediation System" (BMS) composting restroom building (see Belle's Camp Unit BMS Model drawing in the appendix), equ pi ped with a new Devap 2000 (see appendix) and hand washing station, in order to eliminate or reduce the wait line at the. -exist wstramns. The proposed waste disposal system will be combined with the existing one and connected to the existing septic tank (see Septic Tank Plan View and Septic System Site Plan in the appendix). Liquids from the proposed hand washing stations will bypass the proposed Devap 2000 system and flow directly into the existing septic ? tank. The new combined waste disposal system is still expected to treat approximately 1,000 uses per day. We expect that the sewage flow to the existing septic tank and the existing absorption trenches will be reduced. Under the new conditions the existing Devap 2000 will treat 300 uses per day (excluding hand wash gray water), the proposed Devap 2000 will treat an additional 300 uses per day (excluding hand wash gray water), and the remaining 400 uses per day (1,000 — 30(� — 300 = 400 human waste) plus the 1000 uses per day for hand washing will be treated thru theyy`` septic tank and absorption trenches, which is less than the 700 uses per day (human waste) plus the 1000 uses per day for hand washing treated under existing conditions. The existing septie— tank and absorption trenches will still be adequately sized to treat the proposed sewage flow and will not need any change. Septic tank and absorption trenches were designed and sized to treat the flow of 700 uses per day (human waste) plus the 1000 uses per day for hand washing. Under proposed condition septic tank and absorption trenches will treat the flow of 400 uses per day (human waste) plus the 1000 uses per day for hand washing, a reduction of 300 uses per day (human waste) comparing to the existing conditions. Proposed Use: q -� 1000 hand washes/day @ 1 quart (IA gal)/wash = 250 gpd 400 uses/day @ 2 cups (1/16 gal)/use (human waste) = 25 gpd 275 gpd HAZebulon\Septic Report.doc which is less than the 294 gpd for which the existing system(septic tank and absorption trenches) was designed for. Septic Tank Size: 275 gpd x 30/24 = 343.75 gal. required Existing septic tank = 4000 gal. capacity APPENDIX 1 • ' � • V � a J .� G � T L N >> -O _O � N � T N U, L .ti. � T:9. � • U c a G E_ t y= c 0 O c L CL • �� ff^^ aD rn E O N O y t N m L i O �- O • V! O) c =O -� Y O m N N a C7 N O-,O O '�'" •_} •• • • 'Y , C'a> C 2� �> J C m. w >+ "a mY10 0. o o�L� ' • L N RI a) O ai a7 () .p 0. �.'. a) > Cc: > O -O O_ 0) • • • 10 ai m 01 m �- p` Ry b n-rnn I'� I� ' • Q s m o Fi C'jo > O s Y a o c O_ o> E`o • • U O O N N V Ol O N ;I _ • L a � rl O c ,t, 'O N -y E m o O Q. m E C N r° m c,", L O o • ->O `" (D ' H > a) u0i-p,,..c d MVT (7 c i1 -O m ` • ' ++ -O a to J _O O)'O � � • • ViOI aCc) 7U d c , a •VOC., E _c N R7 EN4 -up> r. tsca'ry` !N -vrg :E= o— N c /r ON O_� M L Opp Um m - c to am-OLr Nu�ahs,^y..� r'6N7 t1 n u U m o m C e� • • N m _2 .a Q -O, m u _O _ ' ►N.-upi p c<trn`''$, • ' • J ro c W E 'u iY N O Q O m C t}~ m 0 3 O ? 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PRc)FosC-l� 4"Seti 4Q pvc wq sr+ SY'•4„c�1�S' (r o TN a bcv/-�P Z0ao� G� sus ism I e. o A40 PVc V--I�DM YSIT`E NFtNt W AWN ETA i 1DRS `Ex Ras-rzt)nrn I C C r,- wT Pvch 4D fop O .�y ex �,.19„� IN e.l� \ �12v . \ �PPro�c�mn�t.�o�a'rnQ�I Rv-Tt N TR �-NCrf t✓ S rt 1 M;n es EDTr en 74COPV�(, ON ( 1 ' � e Ci C► pIto PtA 3� 4"fCH 40 wm �-9478 U ('zQ(3QQQ a t1 ci c6otrozs-roe-t l nw1s�voA�au•ya�xar,o—yy�9 NOLLM®1]YJI00]ote IVI N3DV ONiN3HAOD AH SLW33d%HOM TIVamv VAONadYfmaNId1HOOLNdNMO�LdOSLiII®SxodS3i 3H.L051VSIad 'SR. DNW713AOD TIV 0330X380 a33IV SNV7d HS�iGZtlA.L �A0i83NMO �.LdO E.LPII�SNOdS41IHHS 5IS1 �H.LON r d.NdSHOdNII ru 'ONI S3A SWfl S30flldfOfldS SONY3Nt1VlYHI03503fl 30 ANIONI MR 'OHI SHSi4fl dO NOISS6YHIderrrnM �I,I,yDOA.LiM S1IDil0 Ltl�ox HSSV3AA1NVlNOHISWfl 80/GJG Oi O.LN1Sf101aNlVlO'OGHI�SV3HNOiOHfllNlRoS5N0o331ffiNIOHI7' 3fljra&cS3YdjnQH MRQOIT dOj GannIINM Otl 3.LVO 'JNI SIN3l.SJLS NOLLdIO3W 7VOI00701HdO A].NHdOHdflHL SI a.NDid snu OIg 01t7Z t7W Z�QO �'j-A7(7 1 j/ j� �Q LLY UI11H9DN33 d� w' O UG D 5 �8 M W � W F ME � q nm.o- o �o `L 4 oox.m-,n h L�I u: Biological Mediation Systems, Inc. Page 1 of 3 Waterless Systems & Buildings With today's growing population and concern about increasing energy costs and pollution, the need for better waste management &,-I technology for public restroom facilities is more important than ever before. Biological Mediation Systems, Inc. has addressed these issues. Our hands-on field experience, in conjunction with research and development, has resulted in the creation of the DEVA Pn'-'_ 2000 (Patent # 5,342,516) waste reduction system and our Vault Eyaporatgx Tecanoly (Patent # 5,573,661). 111F 11;19, 2 + Our patented DEVAPTM 2000 is odorless and waterless; the answer to your public restroom needs. It is currently used in, ski resorts, trails, camps, highway rest areas, day use areas, parks, guest lodges and luxury homes. Indeed, the DEVAPTj`'I 2000 is suitable for any location where public restrooms are needed, as well as being ideal for any back country areas where on -site waste reduction is important. Can be used with standard AC electrical power or stand alone DC solar electrical power. LOCATION: MINNEAPOLIS, MINNESOTA ELEVATION:800 FEET I�JMMN:X # 4pRX�QYf'P}i'M:�'01��9#S+Fi ��,¢ a — I fl�[TkftY Ilsy�li#AE {3iiii24,Nl�+EiaOG} E1ti1+014�TiC�ll�-) The DEVAPTM 2000 was developed for use in a wide range of temperatures, from sea level to the high desert, and elevations up to Biological Mediation Systems, Inc. Page 2 of 3 1,600 feet in the Rocky Mountains. Although the DEVAP" 2000 is designed to function in these diverse conditions, site specific planning is required based on elevation, temperature, and humidity. BMSI provides site profile data forms and categorically designed computer programs to assist our customers in this very important planning process to determine usage and system requirements. DEVAP' 2000 Benefits 1. Reduced energy costs 2. Safe for the environment -does not pollute underground water supplies 3.' Unequalled performance unlike any other technology 4. Odorless 5. Uses no chemicals 6. High public approval 7. Maintenance personnel agree the DEVAPI 2000 is the "system of choice!" Back to.Top 11 IM At 01W K. " I Biological Mediation Systems' Vault Evaporator is a patented system unlike any you've seen before. It actually reduces costly pumpouts, reduces odors and is available in a wide range of building styles. Vault Evaporator Technology saves water by eliminating flush toilets. Special installation can hook-up water for sinks and drinking fountains. Vault Evaporator technology can be used for remote back country sites to busy highway rest areas. Back_to Top DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX: (970) 328-8788 TOLL FREE: 800-225-6136 www.eagle-county.com August 21, 2008 John Bowman PO Box 4330 Avon, CO 81620 RAYMOND P. MERRY, REHS Director RE: Issuance of Individual Sewage Disposal- System- (ISDS) Permit #OWTS 8-08-2106, Tax Parcel_ N/A Property Location: NW1/4 Section 3,Township 6 S,Range 80 W,61h PM,Restroom at Belle Camp —Vail Mtn. Dear Mr. Bowman, Please find enclosed ISDS permit, # OWTS 8-08-2106 to conduct the construction exactly as specified on the engineer design signed stamped and dated July 23, 2008. This permit remains valid for 120 days or for the duration of a current building permit. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications must be pre -approved by this department. Also enclosed is a final inspection completeness check list to remind you of various inspection criteria to consider prior to scheduling your final inspection. It is important to pay close attention to the special conditions which may have been included to address site specific issues. All components of the system must be exposed for proper inspections. Projects that require multiple inspections will be assessed a re -inspection fee of $55.00 payable before or at the time of inspection. Please keep this office informed regarding the progress of your installation so we can provide responsive customer service when scheduling your final inspection. Building occupancy cannot be issued without the septic system being inspected and approved for use. If you have any questions, please feel free to contact us at (970) 328-8755. Sincerely, Terri Vroman, Administrative Technician IV cc: electronic permit folder electronic chronological file hard copy permit file Enclosures: ISDS Permit # OWTS 8-08-2106 Final Inspection Completeness Checklist OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 To Laura Fawcett, Eagle County Vepl Health CC. Doug Workman, VR From: Glenn Palmer AEL 976-926 3 4 ; h. 970-926- 3 90t;tiaxj Date: October 5, 2010 Re Top Of Earl's Lift. Blue Sky Basin'?tad Rescroom OWT 8-08-2106 (or- 2027A-00): Laura:.In July 2008 the ISLES application was stebmtned as perinit ,2027t W Therew restroo cotata ctc.d to the pa'evioats y darts acted septic syst .na, vla .la 4vaa installed under tlae permit, ft2027A-00. I' don't have a copy of the actual permit issued by yow- off ice, which apparently revised the peranit number to t?WTS 8-08-2106,. In October of 2,008 1 sera record dra:vin s to Ray llefem. ngto the oldpernait number, In October of200<`3 t reviewed the histallation of the piping required to connect the second, southern rGstroom to the existing septic systern per the above mentioned permit/s. Construction appeared, to conforra to the construction plans and specifications, except as noted and reviewed..'approved'by Ray Merry<,'('I"he pipe sizewas reduced to ?" (since there are no solids .composting toilets), and the pipe alignment was adjusted per attacked record drawings). I have -sines: visited the sits,, aand'nated that the system appears to be functioning satisfactorily (very well). If you have; any c)atestions, please call. (ilt aan 'Palmer, P tF`ai7.tt��t�Iise4ic",ak3a�inS:�}�tia�f��4 � ��.c6tirw TA� I C�. Vom-/ Tc" A, CH PV L ....................... ..may 8 S AV-- t'S 6A 4 10 170 6 jj ¢3 �5 cri H4PL, i v C "e t TOC C-LEA14 rU-f j Nj fie.42, zoocx 1 ".w'ft Ply I i (TT, t 51 'or Pv cc CPZv a "IC tv /N .Au _ _it f�edle,?s Cam? 4 --7.') 5 �' 1041-51, 11�1�/� I viciPiVy vf4p Environmental Health Department u� P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Phone: (970)328-8755 a; Fax: (970)328-8788 EAGL.E COUNTY Pro'ect Address EAGLE, CO Owner Information Addr USFS AND VAIL RESORTS Engineer(s) ALPINE ENGINEERING, INC. Phone 926-3373 Contractor(s) License Number Phone Primary Contractor John Bowman (970)845-7982 Yes Parcel No. N/A Phone: 970-945-2521 Cell: Inspections: For Inspectionscalt (970) 328-8755 Inspection IVR OWTS Partial Inspection 093 OWTS Final Inspection 095 Permitted Construction / Details: To add an additional biological mediation system composting restroom bldg. which includes a hand washing station next to the site of the existing restrooms. Follow the details of the Engineer design dated and stamped July 23,2008. The system needs to be inspected by the engineer before being covered. CONDITIONS: Office Copy 1. THIS PERMIT EXPIRES BY TIME LIMITATION AND BECOMES NULL AND VOID IF THE WORK AUTHORIZED BY THE PERMIT IS NOT COMMENCED WITHIN 120 DAYS OF ISSUANCE, OR BEFORE THE EXPIRATION OF AN ASSOCIATED BUILDING PERMIT 2. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS ADOPTED PURSUANT TO AUTHORITY GRANTED IN CR.S. 25-10-101, et seq., AS AMENDED 3. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMITAND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT 4. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED Monqueescha Walker August 21, 2008 Issued by: Environmental Health Department, Eagle County, CO Date INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 ORIGINAL PERMIT NO. 1900-99 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. ALTERATION PERMIT NO. 2027A-00 BP NO. OWNER: USFS AND VAIL RESORTS PHONE: 970-945-2561 MAILING ADDRESS: P.O. BOX 190 MINTURN CO 81645 APPLICANT: DOUG WORKMAN PHONE: 970-479-3178 SYSTEM LOCATION: TOP OF BLUE SKY BASIN VAIL MOUNTAIN, VAIL, CO TAX PARCEL NO. 1945-012-00-001 LICENSED INSTALLER: JOHN BOWMAN PUMPING, KELLY GREEN LICENSE NO. 66-00 PHONE: 970-845-7982 DESIGN ENGINEER: ALPINE ENGINEERING GLENN PALMER PHONE NO. 970-926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A COMMERCIAL RESTROOM FACILITY 2-2000 GALLON EXISTING SEPTIC TANKS WITH AN AEROBJET INSTALLED IN THE 21VD TANK, 434 SQUARE FEET OF ABSORPTION AREA CREDIT, VIA 14 INFILTRATOR UNITS AS PER ENGINEER'S DESIGN REVISIONS DATED 9/5/00. SPECIAL REQUIREMENTS: INSTALL AS PER ENGINEER'S DESIGN REVISIONS DATED 9/5/00. INSTALL IN SHALLOW TRENCHES AND THE ENGINEER MUST FIELD VERIFY THE FOUR FOOT SEPARATION TO BED ROCK.. OVER EXCAVATE TO MAINTAIN THE SEPARATION IF NECESSARY. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL ENGINEER HAS INSPECTED AND APPROVED IT. ENVIRONMENTAL HEALTH APPROVA d— DATE: SEPTEMBER 19 2000 CONDITIONS: I. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS. CONNECTION TO, OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A VIOLATION OF A REQUIREMENT OF THE PERMIT, AND WILL RESULT IN BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED ABSORPTION OR DISPERSAL AREA: 434 SQUARE FEET (VIA 14 INFILTRATOR UNITS AS PER DESIGN ) INSTALLEDAEROBJET UNIT 2 d TANK: GALLONS IS LOCATED DEGREES AND �_ FEET INCHES FROM THE SOUTH RT CORNER OF THE BITTTT)TNC,- COMMENTS: ENGINEER FINAL CRETTFTCATTON AND AS RTTTTT DRAWTN(' RFC'FTATFI) OCTOBER 30, 2000- ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL_ I� p �� s�� (� DATE: OCTOBER 31, 2000 Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO October 31, 2000 USFS, and Vail Resorts Attn: Doug Workman P.O. Box 7 Vail, CO 81658 Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Alteration Permit #2027A-00, Tax Parcel #1945-012-00-001. Property location: Top of Blue Sky Basin, Vail Mountain Ski Resort, Vail, CO. Dear Mr. Workman: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a.copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL: Informational Brochure Final ISDS Permit cc: files ALPINE ENGINEERING INC. Alpine Engineering, Inc./P.O. Box 97/Edwards, Colorado./81632/970-926-3373/FAX 970-926-3390 wy rvs;'rA'L TRANSMISSION DATE: - 2 % - OZ) JOB TI TLE: jbIVe / w/j�s Name: `LC�v ito FCr wtP Name: Name: G� ; l�Gv l�(/ L-kw'gt' Company. 1�0' ro t Company. Company. Fax: Fax: Fax: Name: Name: Name: Company. Company. Company. Fax: Fax: Fax: Number of pages (including cover sheet) REMARKS: ALPINE ENGINEERING, INC. October 16, 2000 Ms. Janet Kohl / Law va F4,wceI4 Eagle County Environmental Health Department Eagle County Building P.O. Box 179 500 Broadway Eagle, CO 81631-0179 Re: ISDS Permit No. 2027A-00 (Blue Sky Basin) Dear Janet, The above referenced sewage disposal system was observed in October, 2000 and appears to be generally constructed according to the plans and specifications. A copy of the ISDS Final Inspection Completeness Form is enclosed for your use. Sincerely, �X� pjt'� Glenn Palmer, PE Cc: Doug Workman Edwards Business Center • P.O. Sox 97 • Edwards, Colorado 81632 • (970) 926-3373 • Fax (970) 926-3390 (� S awe 94'y e7t-&i �j 0z1A•a11 Z000 SBDS Permit #______ i Tank is S o 00 cal. Tank Material e e �— degrees fro Tank is located f ft.. and • S CoN�( of r✓lGt oil Tank in located_ft. and _ degrees fzo� tea.. v (/ Tk set level. ank lids within 8�" of finished grads. Size of field t z units' ,�.1 /� lineal ft. TechnologY _ Cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goes down 14 inches in the inlet and outlet of the tank: / acubber gasket etc. Inlet and outlet is sealed with tax:tape• / artments with the.=3.er•.-CP�P3rtmenC closest to the ✓ p$nSc has : •'t�;up•comp house;. •: �a,:�E.iQld• . •) ©O' S��! h . :•.:�-. . V '. • xaaguze .di$taace and relative di t�-Qir v Aepth of field. 2. ft. _ •Soi•1 interface raked. ((4Ri e-[,wp Inspection portals at the endofeach trench-. ✓proper distance to setbacks. ecifi.cations. members properly installed as per manufacturers sp (Chambers latched, end plates properly installed, rocks removed frasn etc.) D�z 3 leach f ield trenches, - Type of pipe used for building sewer line Other inspection meets if recoumaendationg for improvem®.nt _were orm to 'install,e.r' s file . suggaeted. ACTT ON TAKEN setbacks potable House We ll P . 100 25 20 50 10 perty Lake Dry Tank Drain 10 50 25 10 10 10 50 10 * 10 TO I-C- Nt-VA PMLIC� tp brlwv \IEWT PIPE I# evil i ge 02t A:'-5CVAAD P\IL-1 C Nj ou 401 TEE 'Flpii To E. t-IELESSFIC-N TD ls!S-IAU 'TEE-G- Ort-mitlf-,S L-oCcED 2. IJ TA 0 )f- "��-- r - E Y, 2 I Fly, TANK C-LE A N C)LI 1 N4" T EC El, BE MD G D =10 _pT SYSZEM J 1 TE PLA I.� g-3r- It �pro�.% Mek -"6 f 0Jr4l 4'Mln 11 ZTcenciiPS e 11n��51 TCpnLh NOTE! INFILTRATORS ARE TO BE INSTALLED WITH 1 MINIMUM. TO 1 MAXIMUM COVER/BURY OVER THE TOP OF THE INFILTRATORS. A level should be used to Joy out the trenches: Shoot the some rod reading at the ends and middle of each trench to verify that existing ground is the same at each point. Then verify 6' AD minimum separation between trenches; there can be 8'-12' separation. ��4��\OQ ExiS�•ing Holding CbMt � �o SePkic. Tanks. Z000 7r'opoSe.Cs 1 ���L rF r � - Y _. � �..'. 3C,.�'..P 1S .- sec•= "� �5,� .^i. .:y... �. X `.d ...s�,•c.r��._:J a.314' xi_•:"�vn�'•+:,....�- :.1 Is A Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: September 19, 2000 TO: John Bowman Pumping FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Alteration Permit No.2027A-00. Property Location: Blue Sky Basin Restroom Facility, Top of Vail Mountain Ski Resort, Vail, CO. Enclosed is your ISDS Permit No. 2027A-00. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Please note any special requirements that may have been added to the design by this department. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. Please notify this office if you have not been contracted to perform this installation. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Alpine Engineering, Glenn Palmer a. f ISDS Permit_ Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: 61F1F ) Un�er ©ecr-N%V i• U— Va'A c;s C, MAILING ADDRESS _YQ, �q�,.� �n V 8i(,,4'_:'S PHONE: APPLICANT/CONTACT PERSON: PHONE: Coo --L1 1 LICENSED SYSTEMS CONTRACTOR: TA�nZ6v3,-,ry n ADDRESS: Togzwn>�, ` l�Z5. ekA) C[) 9%Lnsp' PHONE: CVJ0­ ( l6 Z PERMIT APPLICATION IS FOR: (A NEW INSTALLATION ( ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:�WW��Zt�;t.,,,3 �,�;-,S�„� �Sa,.�, �nnc iiCS vr/�S� j'���nco}x+l Mer, Parcel Number: :9� I 15---0(,-00 - 0 0 1 Lot size: Physical Address: BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( Commercial / I______- __ _d+ * Type TYPE OF WATER SUPPLY: Well (A Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" 1 n C11 s ,Ac-ec SIGNATURE:/�^'` DATE: z *�c**�c*�k*�r�c�c9c*7�c�c*3c9c3c�c�k9c9c9c�c*�c9c9c�k*4c�c�Fir�E�::F�c�cirir*�c***9c***9c�c3c�k�k***�c�r*9c*9c*�E*yr*�F*7ric:K AMOUNT PAID:- (� RECEIPT# �I� l7S DATE: ,?(0-8'6Z CHECK # Aooq CASHIER: Introduction: Vail Associates, Inc. is proposing to reconstruct the existing waste disposal system near the top of Blue Sky Basin, Vail Ski Area, in order to treat all waste on -site and avoid storing, pumping and transporting waste to be treated off site. In addition, a well is to be installed to provide water for hand washing in the restroom and drinking water for the warming but and ski patrol building. Drinking water will continue to be dispensed in "igloo" type coolers. Food service is not proposed. The existing restroom septic system, constructed under Permit No. 1900-99, BP No. 12578, will be reconfigured to treat waste "on -site" so that the holding tanks will not have to be pumped for treatment elsewhere. It is expected that the system will need to treat approximately 1000 uses per day on weekends and holidays. The existing Devap 2000 waste conversion and reduction system will continue to treat human waste. The Devap 2000 can treat 300 uses per day (excluding hand wash gray water), thus the new system will be sized to treat the remaining 700 uses per day (human waste) plus the 1000 uses per day for hand washing. Liquids from the hand washing station will bypass the Devap 2000 system and flow directly to the septic tanks. The existing two 2000 gal. holding tanks will be modified with tees to be converted to septic tanks for the proposed leach field. Proposed Use: 1000 hand washes/day @ 1 quart (IA gal)/wash 250 gpd I G U 0_.a e, - (. (, �, 0�:2 Septic Tank Size: 294 gpd x 30/24 =367.5 gal. required Existing 2000 gal. Tanks (2) = 4000 gal. available Percolation Test and Soil Profile Hole: v Soil Profile: 0 3' sandy, silty topsoil; 3'-5' sandy, silty with rocks,; Percolation tests: 3 holes were hand dug. The average percolation rate was 21.7 min./in. use 30 min./in for design Absorption Trenches (use 30 min/in.): A = (Q/5)4T = (294/5) 4T30 = 322 sf. Reduction = (322 — 217)/322 — 32.6% Application Rate X,8.pd/sf. =294/0.8 = 367.5 @40% reduction for Infiltrators = 367.5 x 0.6 = 220.5 sf @15.5 sf/infil = 14.2 units Reduction = (367.5 — 217.0)/367.5 = 4 1 % Use 14 units @ 15.5sf/unit = 217.0 sf. 2 trenches @ 7 units/trench = 43.75 ft/trench Horizontal Setbacks: Leach field to potable water supply (25 feet minimum) Leach field to dwelling (20 feet minimum) Leach field to property line (10 feet minimum) Leach field to well (100 feet minimum) Leach field to river (50 feet minimum) Septic tank to building (5 feet minimum) Septic tank to potable water (10 feet minimum) W a �O P,,,Kk - SO -W� t=-P-n(- TA0,JY-- PLCN'ltE_Vf N.T. S. I 'a-EY. �1ENT PIPE TO LC ALt-t '~ 1 E LA I Q" `.] CH QD I P\I.C- _ C..LEt"'i ou-r 4" TEE INJ.'1b.bS I ��� iE� Ih1V= `1(o.SS { ( NELESSR�.Y T� i n:STALL TEES l Ex PIPE rt-o 3E F-F-M6v.Et Aun DPt=l.1{nlbS KLOLCED n I �F-� ZOOD GALTnNt-5 @ gala t`hltd . EY TP KK " 2 I I EX TANK 41 INSTALL_ TEE (T ) ~ SLOCUC '� I OPE�IIW� 4"TEE — — — —E,{— CLE N QUT INV-76.a3 ER. 4" PV C_ TO SE REMDVED Ex. LLc- PNouT .I D" 4" PVC. F20M —�I bE\/AP Z000 tv5TF=M /J ,--- �&,. �Nxj. = t -19 . t PF-oPoSC--,t I Q" S C. m 40 Pv c �-- zn M HANQ w W-M ETA i {vAIS �-ro Fi-! PASS uGV aP z ooD) G V-X KEST9-bt)t-� 330 - 5000 GALLON CAPCITIES EX. 4AMXD ►TAG, -rj&4W-S . DIM •a• CLEAR ACCESS OPENINGS `CO FEE CANVF. 1a) 7 e.<, Z&&o 6o%L. -rA+J_V'gaY P.aA1t�WTE S `L _-�1� + ; T 1`� �� A i DIM 'B L� PLAN VIEW 24, RI'NG s COVER LOCKING, AIR S GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES ADJUST TO GRADE %/`%/`%/`/i ex kA TA NIL. Q- Z 11- `iv;�rp.(pBINLET �- i� _-�- OUTLET 1 �1------Y---------------------,t—r r I I I I DIM E' •1—r 0 DI.. 'O' DIM'C' - WATER DEPTH J 'C ° I .0 ° V •0 p -� ° No-IcE: AAsysT 1Nv Eta � AS 1yECssP�c.y BPS c� ON At-TuAt, ELeV OF: TA RV-. I. INC. T IN Y E EX 2i3 LENGTH SECTION VIEW AA 113 LENGTH GALLON CAPACITY 330 1 510 750 0000 1500 1800 2500 3000 1 3500 1 5000 MODEL No. 463-GI 464•GI 4113-GI 4114-GI 4115-GI 4117•GI 16126•GI 16127•0I 1 6157-GI 1 6167-GI DIM 'A 6' 0' 6'-0' 1 I'•0' 11'-0' 11' 0' 11' 0 12' 0' 12' 0- I 15'•0- 18'•0' DIM '8' 4'-0' 4'•0- 4'-0' 4.0- 4 A' 4 -0' 6.0' 6.0' I 6 0' 6 0 WATER DEPTH DIM'C' 2'•0' 3'•0' 3'-2' 3'-2' I 4'-7' 5'•6' 4'.6- 5'-6' 5'-4' 6'•2' DIM 'D' 2'.2- 3'•2' 3'•4- T-4- 4'•9' 5'.8' 4'-B` 5--8• 15 ' • 6 ' 6' 4' DIM T-O' 4•.O• 3•.0• 4'-0' 6'•0'. T.p 6.0 T.p I 7.0 7.0 DIM -F- 2'-10' 3'•10' ' ' 5'•10' 6'•10' -10' S '•10' 6'•10' 6'-10' WcIGHT 10,200 I 11.850 19.575 22.500 26,100 27.300 33,025 34.4501 4 622 DESIGN CRITERIA: UNIFORM PLUMBING CODE - APPENDIX H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE CAPACITY PER PEAK HOURS x RATE x -TIME x FACTOR IN GALLONS w Colorado Division NOTES: 1. CONCRETE:28 DAY COMPRESSIVE STRENGTH re - 4500 pii 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-155 GRADE 65 4. DESIGN: ACI.318-83 BUILDING COCE ASTM C-857'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES- 5. LOADS: H-20 TRUCK WHEEL w/ 30°:IMPACT PER AASHTO 8. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY 3 INSTALL ALL PIPING 6 SAMPLING TEES S. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER �ucrlcT 1009 On ' —. -- 5EPT1C.. SYSTEM StTf PL,Aw� AO 6' Min �><is�-ing iaolaing vank5 -6 he Conve( +o SeP� iL TankS. Z - Z 000 a ko- �Pr'oPoSe-a IN e.l, (ZT're,al)P e-1L in;IsI Tr en 1 NOTE! INFILTRATORS ARE TO BE INSTALLED WITH 1' MINIMUM, TO 1' MAXIMUM COVER/BURY OVER THE TOP OF THE INFILTRATORS. A level should be used to fay out the trenches: Shoot the same rod reading at the ends and middle of each trench to verify that existing ground is the some at each point. Then verify 6' minimum separation between trenches; there can be 8'-12' separation. P pro,_ FF-11430' �\ , Fr •i1178' FF-i1�PJ' �D'-- Prop. Grade 12" Co Infiltrot Existing Ground D Top of Infiltrator is at existing ground. Trench material is placed over Infiltrators to provide 12" cover. -r , V Top of Weathered/Froctured Bedrock ---- — — — — — — SECTION THRU LEACH FIELD Not To Scale wW ALPINE ENGINEERING, INC. October 16'2000 Ms. Janet Kohl Eagle County Environmental Health Department Eagle County Building P.O. Box 179 500 Broadway > ag1e, CO 81531-0179 Re- ,ISDS Permit No. 2027A-00 (Blue Sky Basin) Dear Janet, The above referenced sewage disposal system was observed in October, 2000 and appears to be generally. constructed according to the plans and specifications. A copy ofthe ISDS Final Inspection Completeness Form, is enclosed for your use. Sincerely, Glenn. Palmer, PE' Edwards Business Center • P.O. Box 97 • Edwards,`Colorado 81632 (970) 926-3373 • Fax (970) 926-3390 Q Q O Dat0 Oct- zOOO 1623 Eina1 T101mac of Tank is s gal. Tank .Material ~r- tom N �- J _Co r N a r , f P� r J5 Tank is locatedf., and _degrees fr f t. and _.degrees f rortt, s I Co r r G f 13 /d , Task fa located jr..-----LMMdMUW - v Tank met level. t-:�Tank lids within 8" of finished grade. _ size of field s l its, lineal ft. Technology _ cleanout is installed in between tank and house(+ 1/100ft). There is a "T" that goers down 14 (ashes in the inlet and outlet of the tanks L1____Ialet and outlet is sealed with tax'•arubber gasket etc. ' 1jas -two.•compartments with the.:­1Argar-.-.cqa.wartM8nt closest to house ' / d�,gGance and relative direst an .o , .3el�d. j D O • V •. ; it�ta�rure. : �� • . r Aepth of field. 2- ft. •8ai-I interface raked- %ls C��Gfh J,,-�Inspecticn portals at the end -Of .each trench., ✓Proper distance to setbacks. Chambers properly installed as per manufacturer* specifications. (chambers latched, end plates properly installed, rocks femoved from trenches, etc-)Typ' e of pipe used for building sewer line SDd2 3 leach field Other Inspection Mesta xMdr- �� Copy fora to -installer's file if reconmaendat'cus for improvomeat were suggested. ACTION TAKEN Setbacks D Tank Drain Well 'Potable House Property Lake xY 25 20 10 5o 25 10 10 x'i P d 100 , 10 50 10 10 50 10 S AUG 30 '00 01.49PM V.R.I.PURCHASING Vail Ptes-orts d Making 14"don Drums Come ? -t I FACg rMrLE DATE / � L clix PHONE '372 ax 1 � - TOTAL PAGFS�...^ CONFIDENTIALM NOTICE 1-he accompanying facsimile is intended stalely for the use of the recipient designated 6bove. Document(s) transmitted herewith may contain information which is confidential and privileged. [.delivery, distribution, or dissemination of this communication other than to the intended redplent is strictly prohibited. If you have received this facsimile in error, please notify us immediately by telephone. LaUrk clews-r r 4 t r Cf t ray 17-/ ., t -S 1 epr kern..+ a$/HUU JU ; WU ,UI; t>U M V . H.1, r'UK :HHbINU HOLX; GROSS I r. 4/4 A X F I lift cor amotion will be.subject to tble 2404,01 Lift Corstmbtion ,Approval Proms - Stage II approval is =quired prior to lift construction. Site plans =d dmign drawings must be submiued fm ftviaw and appioval through mr Regional office Engine Staff (allow 30 days for review). VL 00-003 Blue Sky Basin Uff Batbrcom., Approval is content upon riving approval from Bagle County building and health depmrcments- Vu 00-001 cat III Electric : VET r30-t102 Cat M Phones VBF 00-•002 belle's Camp Sincerely, • ' N{ ' +• A VttOOD tda R= ' I GC: M Town of Vail - Mccwuln zukosi 1 � � 5 , i f _ .. _ _ _ ...__� .._� ...-, ..-.-.. , ...-. _ .-..... � .�r.l n ITa • ri u , I ,r; .l T, I CJ6F'C • d LETTER OF TRANSMITTAL: To: �nv;c«.e.,en \ \A s,,\\-E OC(�Pcz Attn: Eo�ga e=` Q-0 81 co3�_ Alpine Engineering INC. Edwards Business Center\P.O. Box 97 Edwards, CO 81632 PH: (970) 926-3373 FAX: (970) 926-3390 Date: 6 - 3p— DO Job No: 8 AZ9i .1 Job Title:,\k� �k 1ST n We are sending the following items: attached under separate cover via k shop drawings copy of letter reproductions change order originals specifications samples her. ALPINE ENGINEERING INC COPIES DESCRIPTION DATE These are transmitted: for approval for review and comment as requested reviewed for your record after loan to use Remarks: Copies to: s Signed: G �� Frederick E. Tobias, PE other for your use SEPTIC SYSTEM APPLICATION THE VAIL BACK COUNTRY RESTROOM TOP OF EARL'S AND SKYLINE EXPRESS LIFTS BLUE SKY BASIN August 2000 REG�sl oo; •N U. p** 0, " 22753 rov ISDS Permit # Building Permit # APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER:U6v-:-.J unce�' i�A�'x k S MAILING ADDRESS. Y 0;1�x,,� k�y ;� « � *0 6k (o4� PHONE • `1-10 -`��45 - 'Z�2 i APPLICANT/CONTACT PERSON: _Kbve, G� �� � PHONE: LICENSED SYSTEMS CONTRACTOR: Si��1�Wti�rlc�rl ADDRESS: TO_1. Pxn>�, ZbZ�5, V,CI:1.---(�n-- ��(aS� PHONE:C1084S 1 k6 L PERMIT APPLICATION IS FOR: ()Q NEW INSTALLATION ()4) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Des cription:N_� q 1.6e-CA;t n 3 .vw"i (o Sa�.��, . Q_AnQ?_ RQ u/esV j i0 PCMcJCNO� mer Parcel Number: Physical Address: Lot size: BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms ( Commercial / I_ �* Type'-ec-Arbo+"N TYPE OF WATER SUPPLY: Well (A Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" SIGNATURE: / DATE: AMOUNT PAID: RECEIPT# CHECK #_ DATE: CASHIER: .As'ec Introduction: Vail Associates, Inc. is proposing to reconstruct the existing waste disposal system near the top of Blue Sky Basin, Vail Ski Area, in order to treat all waste on -site and avoid storing, pumping and transporting waste to be treated off site. In addition, a well is to be installed to provide water for hand washing in the restroom and drinking water for the warming but and ski patrol building. Drinking water will continue to be dispensed in "igloo" type coolers. Food service is not proposed. The existing restroom septic system, constructed under Permit No. 1900-99, BP No. 12578, will be reconfigured to treat waste "on -site" so that the holding tanks will not have to be pumped for treatment elsewhere. It is expected that the system will need to treat approximately 1000 uses per day on weekends and holidays. The existing Devap 2000 waste conversion and reduction system will continue to treat human waste. The Devap 2000 can treat 300 uses per day (excluding hand wash gray water), thus the new system will be sized to treat the remaining 700 uses per day (human waste) plus the 1000 uses per day for hand washing. Liquids from the hand washing station will bypass the Devap 2000 system and flow directly to the septic tanks. The existing two 2000 gal. holding tanks will be modified with tees to be converted to septic tanks for the proposed leach field. Proposed Use: 1000 hand washes/day @ 1 quart (1/4 gal)/wash = 250 gpd 700 uses/day @ 2 cups (1/16 gal)/use (human waste)= 44 apd 294 gpd Septic Tank Size: 294 gpd x 30/24 =367.5 gal. required Existing 2000 gal. Tanks (2) = 4000 gal. available Percolation Test and Soil Profile Hole: Soil Profile: 0-3' sandy, silty topsoil; 3'-5' sandy, silty with rocks; 5' &nd �c��j-ac�d 1q�c�t c:G1C-. Percolation tests: 3 holes were hand dug. The average percolation rate was 21.7 min./in. use 30 min./in for design Absorption Trenches (use 30 min/in.): A = (Q/5)4T = (294/5) 4T30 = 322 sf. Reduction = (322 — 217)/322 — 32.6% Application Rate = 8.0 gpd/sf. =294/0.8 = 367.5 sf. @40% reduction for Infiltrators = 367.5 x 0.6 = 220.5 sf @ 15.5 sf/infil = 14.2 units Reduction = (367.5 — 217.0)/367.5 = 4 1 % Use 14 units @ 15.5sf/unit = 217.0 sL 2 trenches @ 7 units/trench = 43.75 ft/trench Horizontal Setbacks: Leach field to potable water supply (25 feet minimum) Leach field to dwelling (20 feet minimum) Leach field to property line (10 feet minimum) Leach field to well (100 feet minimum) Leach field to river (50 feet minimum) Septic tank to building (5 feet minimum) Septic tank to potable water (10 feet minimum) I='PTn L T_A tvy-- PLC N \ti Ems/ N.T. S. I VENT P%PE TO LE N.H P I ELn I CH QD I PV C C UT q"5CH 40 PVC' C.LE P N OUT 4" TEE l Ail 0 ►N�. �b.� � �' TES wV= `1�.8� FF IVGTt. Ct12E T10.MYS AS EX PIPc TD t3£ I NELESSHC\i TD I:l:STALL TEED I I I eEMD1/.ED diN3) DQt=►.11n16S gLOLCED ( i II II I E-k 2UOD G AL Tca NSMS Ex TANK 2 I I EX TANK 41 I _ I ► OPEUIN� 4"TEE ---�~� I NV EX. 4" PV C_ 10 15E REMDVED EX. LLCANOUT . I I Ex. 4" PV f- n�DM — I bE\/AP 2DOD SYSTEM I I I 1 " T INSTALL TEE CT`►P.> /J -- t.&-INJ.=t 19.t P�.OPDSG� 40 PvL Ht�n1t� w RSH �T'AT�DNS \��� 8`lPASS �EV►�P ZaoDl 'Ex RES-r��M DIM 'A' DIM 'B' 330 - 5000 GALLON CAPCITIES TO PNE U VAN ,R,TED To SE,p Tv, TANKS BY kX:� 1"&,TEE5 A PLAN VIEW zs' RING a COVER LCCKING. AIR S GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES ADJUST TO GRADE reX IN-4t-I l.� 1 TA tA+L 40- Z 1h\11•71b.(p8INLET --- `I i `- OUTLET T�Nk 2 6• I I — alt 6 11�1v = �t�.43 DIM 'E' 0 Or,tr 0' DIM C' _ WATER OEPTH J 6 0 77� IN 213LENGTH ( 113LENGTH SECTION VIEW AA rkNV- 1. 1NLE r 1N Y 2T GALLON CAPACITY 330 1 510 750 1000 1500 I 1800 1 2500 3000 3500 5000 MODEL No. 463•GI 484•CI 14113-G1 4114•GI 4116•GI 4117•GI 10126•GI 6127•GI 6157•Cl 6167-Cl DIM 'A' 6'•0' 6'•0' i I'-0 11'•0' 11'•0' 11'•0• 12--0 12--0• i 5' 0' 18' 0' DIM'B' 4'•0- 4'•0- 4'•0- 4'•0- 4'•0- 4'-0- 6'.0 - 6'.0- I 6'-C' 6'-0- WATERDEPTH DIM-C' 2'•0• T-0' 3'-2' 3'•2• I 4'-T 5'-6' 4'-6' 5'-6' F 5'-4' 6'•2' DIM "0' 2'•2' 3'-2' 3'-4- T-4- 4'-9- 5'•8- 4--8- 5'•8' 15 -- 6' 6'-4• DIM 'E• 3'-O' 4'•0' T-0• 4'•0- 6'.0'. T-O' 6%0' T-0- I T-0- 7--0- DIM'F' 2'•10' 3'-10- 2.10- T-10- 5'•10- 6'•10' 5'-10' 6'•10' 6'-10• T-10' WEIGHT 10.200 ( 11.850 19,575 122.500 26.1CO 27.300 33.025 1 34,450 42.700 63,822 DESIGN CRITERIA: UNIFORM PLUMBING CODE -APPENDIX H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE = CAPACITY PER PEAK HOURS x RATE x -TIME x FACTOR IN GALLONS Colorado Division NOTES: 1. CONCRETE:28 DAY COMPRESSIVE STRENGTH 1'c - 4500 Phi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI.318-83 BUILDING COOS ASTM C-857 'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' S. LOADS: H-20 TRUCK WHEEL w/ 30% IMPACT PER AAS'HTO 6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY 6 INSTALL ALL PIPING S SAMPLING TEES 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER SEPiIL �)W EVI 51TE PLAN. lot: 40 It Min ��ro7:�mn�c.. Ic��tSrnp�y T&A-1 tT'k?) e2Tre"Ales P -1 C1nJS! Tfesic� 1 t 14 l6r,i�S 1 NOTE! INFILTRATORS ARE TO BE INSTALLED WITH 1' MINIMUM, TO 1' \ MAXIMUM COVER/BURY OVER THE TOP OF THE INFILTRATORS. A level should be used to lay out the trenches: Shoot the same rod reading at the ends and middle of each trench to verify that 41i f'VC �." AD 'A G�� existing ground is the some at each point. Then verify 6' minimum separation between trenches; there can be 8'-12' separation. Provide 20 mil PVC over bends in infiltrators, or provide pre —fabricated bends. I I E.46�ing Nalding TQnk5 -6 be. CDnvi +o 5ee--ie, Tank,5. 2 - 2oo6 yA , FF-11t90' Fr •%t479' FF-11490' 15141 r ;xpreSS Prop. Grade 12" Co Infiltrat Existing Ground Top of Infiltrator is at existing ground. Trench material is placed over Infiltrators to provide 12" cover. T , V V Top of Weathered/Fractured Bedrock SECTION THRU LEACH FIELD Not To Scale LETTER OF TRANSMITTAL: To: Ecu:c�.,r..�n\ 1ie�.lkh Dc Attn:tVC,-f-r' Alpine Engineering INC. ALPINE Edwards Business Center\P.O. Box 97 Edwards, CO 81632 PH: (970) 926-3373 FAX: (970) 926-3390 ENGINEERING INC Date: €3 --Ls -")o Job No: 8 H 2-TI, Job Title: L�ik�'StiucS�.,��,�, We are sending the following items: attached under separate cover via shop drawings copy of letter reproductions change order originals samples specifications other COPIES DESCRIPTION DATE Z m; These are transmitted: Corproval for review and comment Remarks: as requested reviewed for your record after loan to use other for your use Copies to: 4 11 n Signed: Frederick E. Tobias, PE SEPTIC SYSTEM APPLICATION THE VAIL BACK COUNTRY RESTROOM TOP OF EARL'S AND SKYLINE EXPRESS LIFTS BLUE SKY BASIN August 2000 q— cv ISDS Permit # �0 2_7/4 -00 Building Permit m APPLICATION FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT ENVIRONMENTAL HEALTH OFFICE- EAGLE COUNTY P.O. BOX 179 EAGLE, CO 81631 328-8755/927-3823(Basalt) PERMIT APPLICATION FEE $150.00 PERCOLATION TEST FEE $200.00 PROPERTY OWNER: uoder p,, ,,r,A- tA: , Yi-.+\ MAILING ADDRESS :� _�c1 0E�1(a4IES PHONE: Tip -`V45 APPLICANT/CONTACT PERSON: 0o-_t,,ky, PHONE: (00 --`-lit -_�Wis LICENSED SYSTEMS CONTRACTOR: ADDRESS : O i�n� 'Zf3 -Z5va\ 3 CY) \ U PHONE: (VID " 6 4-S :F*:F�:*�ir�k*:F*�Y*9c**�e�e�F�Y***�E*�Y�k**:Y9ere*ie4c4r�Y9c7Y�Eie��ciex*�k9ck�*9c�F�t�t��E�t�9e4e�F9c9eit9e�E�F***�Eie*ic PERMIT APPLICATION IS FOR: ()4� NEW INSTALLATION ( ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description:jj�� �;(.14-1 .�i�+N��i,�� %,5�., i,. ncz�'d u/e5� . �o�'t�:snc� S Her, Parcel Number: MIA, Lot size: Physical Address: BUILDING TYPE: (Check ( ) Residential / ( ) Residential / ( Commercial / Md>l n TYPE OF WATER SUPPLY: applicable category) Single Family Number of Bedrooms Multi -Family* Number of Bedrooms I e�ttstx'i �ci* Type ..7-e r,60 KTT- V� , Well ()V Spring ( ) Surface ( ) Public ( ) Name of Supplier: *These systems require design by a Registered Professional Engineer NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" ,As'ec_ SIGNATURE: /c�" DATE: 4r7c�r�kic3:*�cr.ic9c�r9c*�c*�F**�:�k7c*kir�F*�c�c7k�c�F�<�kir*r.*9c9cicit;F�c�c�:9c*�F�r*�Y*7r*r.�F�F*�c9ck7ricir*9c�Eic9c�E7:�cr::'s AMOUNT PAID: 4I5u RECEIPT# I I (0qq � DATE: g/2 3`uv CHECK # 0-00-f --'s CASHIER: Introduction: Vail Associates, Inc. is proposing to reconstruct the existing waste disposal system near the top of Blue Sky Basin, Vail Ski Area, in order to treat all waste on -site and avoid storing, pumping and transporting waste to be treated off site. In addition, a well is to be installed to provide water for hand washing in the restroom and drinking water for the warming but and ski patrol building. Drinking water will continue to be dispensed in "igloo" type coolers. Food service is not proposed. The existing restroom septic system, constructed under Permit No. 1900-99, BP No. 12578, will be reconfigured to treat waste "on -site" so that the holding tanks will not have to be pumped for treatment elsewhere. It is expected that the system will need to treat approximately 1000 uses per day on weekends and holidays. The existing Devap 2000 waste conversion and reduction system will continue to treat human waste. The Devap 2000 can treat 300 uses per day (excluding hand wash gray water), thus the new system will be sized to treat the remaining 700 uses per day (human waste) plus the 1000 uses per day for hand washing. Liquids from the hand washing station will bypass the Devap 2000 system and flow directly to the septic tanks. The existing two 2000 gal. holding tanks will be modified with tees to be converted to septic tanks for the proposed leach field. Proposed Use: 1000 hand washes/day @ 1 quart (1/4 gal)/wash = 250 gpd 700 uses/day @ 2 cups (1/16 gal)/use (human waste)= 44 gpd 294 gpd Septic Tank Size: — AcIIA ctelotL-)J(0+ � >ecovJ 294 gpd x 30/24 =367.5 gal. required�1 Existing 2000 gal. Tanks (2) = 4000 gal. available Percolation Test and Soil Profile Hole: Soil Profile: 0-3' sandy, silty topsoil; 3'-5' sandy, silty with rocks; 5' wz-ire; rd it,�d Percolation tests: 3 holes were hand dug. The average percolation rate was 21.7 min./in. use 30 min./in for design (eeSu l k;:, 41 -ltaac6jeA ) . Absorption Trenches (use 30 min/in.): A = (Q/5)4T = (294/5) 4T30 = 322 sf. Reduction = (322 — 217)/322 — 32.6% Application Rate = 8.0 gpd/sf. =294/0.8 = 367.5 sf. @40% reduction for Infiltrators = 367.5 x 0.6 = 220.5 sf @15.5 sf/infil = 14.2 units Reduction = (367.5-217.0)/367.5 = 4 1 % Use 14 units @ 15.5sf/unit = 217.0 sL 2 trenches @ 7 units/trench = 43.75 ft/trench Horizontal Setbacks: Leach field to potable water supply (25 feet minimum) Leach field to dwelling (20 feet minimum) Leach field to property line (10 feet minimum) Leach field to well (100 feet minimum) Leach field to river (50 feet minimum) Septic tank to building (5 feet minimum) Septic tank to potable water (10 feet minimum) �'PT L T -i� ty 1L pLAt N �I ( Etti/ I I '•►-EY. VENT PIPE TD L£ NC.K p 1 E L.n i A" cH 4D PV c C 1T �"5CH 40 plc= � Isla M1n1. CLEA-N OUT--- a ireVoW `./I v 4"TEE -=mNA 0� N'll EN Y1Pt -rD Fes£ NELESS F1Q.`1 TD ) `STALL Te-& I V-1--�-y_.I I EEMOv.Eb Amb l7� ! aer L DG'�1.flnibS �,LO(kED I�E-k ZOOS C,A\-TgwcS I E� TANK 2 ( I EX TANK 1 �� I l ZtOSTALL A� TEE 1'` 6LOCIL 1 OPEWIM6 A" T EC I Nv='a6.Q3 EX. 4" PVC TO BE KEMDVED E-v LL[ N-1UUT p�oPc�Sr._b Ex,4" P\J FeoM --�� 4" PvL M bEVA? Z000 `JYSTEM I HAMtz l.J R'=.H tT"A—% kDrA % tcv kP Z coD) II 4 / Ex REs-cP_.00r-� LN] 330 - 5000 GALLON CAPCITIES EX. -�,��D 1��, -Mk- -5 - DIM •a• �` �• /` � •�{ CLEAR ACCESS OPENINGS -7 1 d ZG O VANI Z 11Z / T�'SEP'C�G TANKS A A - 1\ , DIM i m\ly, A�- 1 - I r I !Ex INV�'`1Z,% 0 1Nv % i�0•%S INLET ! kb suss >m it-vc 1' V ps", I, l-e r o F -P%N1L i- INLET INY E 1?-,I- PLAN VIEW 24• R:NG 3 COVER LCCK:`G• AIR S GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES ADJUST TO GRADE 1 SECTION VIEW AA 1tws `76. $6 1717-OUTLET -t'a�k.lji•L 1NV=ltD•q'3 1 1 DIM c' r* - —1 GALLON CAPACITY 330 510 750 ( 1000 1500 1800 1 2500 3000 I 3500 5000 MODEL No. 463•GI 464.G1 4113-G1 1 4114•01 4116-GI 4117.01 1 6126•GI 1 6127-GI 1 6157-01 6167-Gt DIM 'A' 6'-0' 6'-0- 1 1'-0' 11'-0• 11'.0• 11'-0- 12'-0' 12--0' I 15'-0- 18' 0' DIM'8• 4'.p 4•.0• 4•.0• 4'-0' 4'-0- 4'.0• 6•.0• V-0• I 6 0• 6.0, WATER DEPTH DIM'C' 2'-0' 3'-0' 3'-2' 1 3'-2' 1 4'-7• 5--6• 4'-6• 5'-6• 5'-4- 6--2- DI!A•D' 2'-2' 3--2- 3'-4- 3'•4- 4.9- 6-8• 4-8' 5-8- 15 - 6 6.4 DIM •E' 3'-0• 4'-0- 3'-0' 4'-0' 6'.0'. I T-0- 6--0- 7'-0- 1 T-0- TV DIM `F' 2'-10' 3'.10' 2'-101 3'-10' S'.10' 6'-10' 5'-10• 6•-10- 6'-10- T-10- WEIGHT 10,200 1 11,850 19,575 1 22.5C0 1 26,100 27,300 33,025 1 34.450 42.700 63,622 DESIGN CRITERIA: UNIFORM PLUMBING CODE - APPENDIX H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE _ CAPACITY PER PEAK HOURS x RATE x -TIME x FACTOR IN GALLONS w Colorado Division NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH fc - 4500 p3i 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-155 GRADE 65 4. DESIGN: ACI.318.83 BUILDING CODE ASTM C-857'MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES' 5. LOADS: H-20 TRUCK WHEEL w/ 301: IMPACT PER AAS' qO 6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 8. GRAYWATER ONLY. BLACK WATER SHALL BE CARREEO BY SEPARATE SIDE SEWER SE.Pn(- 5Y51F_V 1 51TIE PLAN 40 �� \�Q%Exis�ing 4;olc�ing -"anks -6 6e- Convt �•0 52Pa-ic. Tanks. % Z - Z 000 yA . Wr eP��seci lO� Vj rev►`--�' ' J �• `.� eria\ �, sit-;bu •�+an �� PY� � t \ �ZYre��inPS P lin��51 TCPnc%, 1 NOTE! INFILTRATORS ARE TO BE INSTALLED WITH 1' MINIMUM, TO 1' MAXIMUM COVER/BURY OVER THE TOP OF THE INFILTRATORS. A level should be used to lay out the trenches: Shoot the some rod reading at the ends and middle of each trench to verify that C� existing ground is the some at each point. Then verify 6' minimum separation between trenches; there can be 8'-12' separation. FF-It 430' FF-�,�^a• • ��f 5�1 Revtsr� 8-3t-oo 0 eKfekd -Cs ]I down GIi/1OF f mell �. Prop. Grade 12" Cover Over Top of Infiltrator is at Infiltrators 3' --� 6 3' existing ground. Trench ---,;-��-- ---, -; ___ material is placed over - Iniiltra#a7 vide L2 Cove{r Existing _ - Ground `J' 4' 4" PVC y P f Top of Weathered/Fractured Be roc--- ' I o o ,J SECTION THRU LEACH FIELD Not To Scale ,i kdC fl fYe�rc Lr w� fti , I 1 I 1I T1mE, I O �R4#I it Z. is �21110 T. tT $8__ i •9 •.25 � ti tt i1�� ,29 ,30 ; ,zE (/ zR 2' 133 . -. �li1,3y 13� j : 55 115q f , 43 1 ce 1 1 ,t i 43 • }1 _4 _a ►��N 3 % 35 _ - rn moo �� l� oi-cu, u uz" a oc) �00f ,ar c ea / eLu obecP gym-- 4A, 99L� Yet Ut u� click ol=� HA a tuzA j zohtaeVc "-e�bc � 3 �1 -7// hLfj �N1An J t(//�1� p inn A�� �QWi�4PE INN C . P.O. BOX 774808, STEAMBOAT SPRINGS, CO 80477 V �� RESERVATIONS: (80 848-8878 IN CO: (800) 848-8877 FAX: (970) 879-7322 INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1900-99 BP NO. 12578 OWNER: USFS AND VAIL RESORTS INC. PHONE: 970-945-2521; 970-476-5601 MAILING ADDRESS: USFS• P.O. BOX 190 MINTURN CO 81645• VAIL RESORTS: P.O. BOX 7, VAIL, CO 81658 APPLICANT: TODD GOULDING VAIL RESORTS PHONE: 970-476-5601 SYSTEM LOCATION: TOP OF RIDGE LIFT & SUPERBOWL LIFT, CATEGORY III, VAIL MOUNTAIN TAX PARCEL NO. LICENSED INSTALLER: WATER SYSTEM OPERATIONS, JEFF ROBISON LICENSE NO. 42-99 PHONE: 970-479-3174 DESIGN ENGINEER: GLENN PALMER ALPINE ENGINEERING PHONE NO. 970-926-0073 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: DEVAP 2000 SYSTEM 2-2000 GALLON HOLDING TANKS WITHIN THE SELF CONTAINED DEVAP 2000 SYSTEM, 2-2500 GALLON CONCRETE OVER -FLOW HOLDING TANKS, TO ACCOMMODATE ADDITIONAL LOADING. SPECIAL REQUIREMENTS: INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND ENGINEER'S DESIGN REVISIONS DATED 7/30/99. HAND SANITI- ZER USE IS ALLOWED PROVIDING NO FOOD SERVICE OPERATIONS ARE ASSOCIATED WITH THESE RESTROOMS. IF HAND WASHING IS TO OCCUR IN THE FUTURE A GREY WATER LEACH SYSTEM WILL HAVE TO BE CONSTRUCTED. MAINTENANCE INSPECTIONS ARE REQUIRED ON A YEARLY BASIS WITH REMOVAL OF FINISHED PRODUCT AND PUMPING OF EXCESS WASTE PERFORMED ON AN AS NEEDED BASIS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL IT HAS BEEN INSPECTED BY THE ENGIN- EER. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 5, 1999 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A v16LATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. INSTALLED 2 HOLDING TANKS: 1000 GALLONS ARE LOCATED DEGREES AND 1 FEET _6 INCHES FROM- SOUTH OF THE RFSTRn()M_, IN LINE WITH THE EAST WALL OF THE BUILDING. WEST TANK IS APPROXIMATELY COMMENTS: 1/2" LOWER THAN THE EAST TANK, TEE LEVEL JEFF ROBISON TO PROVIDE YEARLY MAINTENANCE REPORTS. ENGINEER FINAL CERTIFICATION RECEIVED 9/9/99. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL !2 DATE: SEPTEMBER 9, 1999 ALPINE ENGINEERING INC Edwards Business CenteriTA Box 97tEdwards, Calorndo!$16321970 926-3373!1=X '970 926.3390 FACSINMILr TRANSMISSION DATE,. -7 3 Cf�41 JOB TITLE: "� � V�(GI� . i amn. HEATHI \.Imc: (Name: 07rlpAn�i '# a ' 0 CO;ripanY: Company_�._. Fr XO: FA\k: FAh e: Name: itiKmc: t;zme: Company: Company Company: FAJitl: FAX#, FANP: N'umberof pages (includin4•eovcr zheetJ: i -- 01 INTRODUCTION Vail Associates, inc. is proposing to construct warming hilt, ski patrol building and restroom near the top of the Ridge Lift and SuperBowl Lift in the Cat III, Vail Ski Area. The Devap 2000, waste conversion & reduction system., is proposed for the restroom septic system. No effluent is proposed to discharge from the restroom septic system. The system is an odorless, waterless process that used no chemicals to reduce human waste, and evaporate the liquid waste. The Devap 2000 is proposed for the following reasons: -Water supply for a flush toilet (and standard septic system) is not located nearby. -Shallow bedrock conditions. -A vault to store sewage during winter months would be very large anal vaults have a tendency have an unpleasant odor. -The Devap System has been used at Vail and Beaver Creek Ski areas and the White River National Forest with success (i.e. high use, high elevation areas). The site is located in the NW '/a section 3, Township 6 South, Range 80 West of tha Sixth Principal Meridian, on U.S.F.S. property which is leased be Vail Associates. The warming but and ski patrol building will have treated water hauled up and dispensed in "igloo" coolers, probably a coffeepot and hot water for cocoa and tea. 1Iand washing within the restroom is proposed to be by means of hand sanitizers that use an alcohol -based gel with infrared drying/disinfection system. The hand sanitizes minimizes the amount of water to be hauled to the restroom; does not generate paper waste (for removal or dumped down the toilet) and is an effective bacterial disinfectant. It is my understanding that Alex Raycheck has submitted hand sanitation information to Eagle County for review. FLOW QUANITiT"Y Restrooms: The Devap System does not use water to flush toilets. The restroom is to be open to the "public" (using the ski area), I have contacted Alex Raycheck who sells the Devap System (1-800-524-1097) to inquire on sizing and capacity. Devap Systems hand now existed on Vail and Heaver Creek Mountains for 4 years or more; sizing criteria appears to be reliable. 2 storage tanks are to be constructed alongside the Devap to contain excess liquids during any periods where extremely high, quantities of liquid! (urine, etc.) are produced. HOLDING TANK SIZE Restrooms: The Devap System is sized per the manufacturer's recommendation and is proposed to consist of 2-2000 gallon holding tanks. Holding tank size is based upon historic data from the Copper Mountain Ski Area Devap System, and is sized to provide 1000 uses per day for the ski season. it is recommended that concrete tanks used to mitigate buoyancy and backfill concerns. SOIL PROFILE I+ IOLETERCOLATION TESTS Restrooms: d No soil profile hole or percolation tests are required for the restrootn system that discharges no effluent. Excavation for the ski lifts indicated shallow bedrock conditions and part of the reason the Devap System proposed. SETBACKS ltestroom: The restroom Devap System does not discharge effluent to the ground. 4- I64Ar t L., A. Fdwards i:ull"#o CORW P-ID. Ilar 971EdtvxcdS, 916•3373tfx 970 414.3390 FACSIMILETRANSMISSION, Received Sep-09-99 09:41am from 970 328 7207 4 ENVIRONMENTAL HEALTH page gPNT Itv:FAt;t fi rn : A- 9-9a ;1 A:4AAiM ; 970 328 7207-3280348 i# 2/ INDIVIDUAL IDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVMONNIWrAL HEALTH DIVISION C •. F+.0, Box L79 - 500 Stodway * Emile, CU 81631 Telephoner (970) 328.8755 COPT oo PB)W .T Filer s8 PC7Smr rnarALLAfil'ox slrE, BF No. MAlUNG A£1DRJ5SS: t�SO P101 119YA 1-1,1stvtE_iYLIA'il+i'. Cb iJ16+LS'LYAILs = 2.0• 094?.YAli,. APPLICANT:'t'SRD " CIN ,VAi&WIU .... ..... PHONE M_jj7 s_w ..� SYSTEM LOCAMON: PS� i�tr�iFs L, iPT 8s St�61R�ac�WL L 1R_TaT,MR9' M. YAjL M2LKB N, . TAX PARC2L N0. LICaNaist!' i , STALL$R + i$� '3'y ElVf OTERA'! i�;Zi C$ bj t�i --,» 'L3i.INnNil, _4I-97 PHONE, 1_4479-11U.,. . t 119113 t LaVOINB, I L At 21=.I N29AM — .. PRCNJI NO....— [145TALLATl N HWAUY ©RAI T= FOX TIM 8t;}i.WWSNO: tJ1ZVA 11000 SYtI'il M ALL0N QM TANKS W1TWWTH632LF0614CArNEDDEVAPMMSYSTEM�LL0N SM L b12 TOM, �Jr� 'i 1'a 1�.�� il'1j� I,tiADl�i ......�.�___.. ,�,...�-•-, -,.�._ SPECIAL ElT3t}UIP WOM-51VALL Al MR jdANM&_.__._Kw1Q11$9,8 NA b Et+t '4 i t f • PROVl' atwxlum a 110 Wma Tflumstgaaws. I" VAMP To HE=jT)&1X§Lty-Nb!'N 8NXNCA Ai. .QW A : �[► .Y J3A,S1S 1 1 WM.Q—V00 ,9 ,V9NiSHM P_L;C1.2j&L6NQ Piti�,�FtC OF MLA& 1S PERFQW ON KIN 61ME� R$ IN- kESP N Wj� j i 1+ ,- DQ iVC1 I,L A, MR Y �l'tit�O ` iALL :TiQN�!!�' r t FtA. B 1' Ly j� D SY T ,P1iCTION. , 8 I&IMP J 'I LEA "� a�► ac+cttYAtv�l�iaL t�?i .Stillutp yr L Till sAtj!& sX31zM 11As PUS K r 29VIRt1MM9 NTAI. K"T14 APPROVAL- +�Niit7lCNiX= L. ALL IN$TALLA i W i Mt3SJ'COME 1.k WiTH ALL ABQUGttM&M OF THU RAQLS COUNTY INVIV DUAL 88w,%3$121VOSAL SYSTtiM A110MAMNS, wriJSf"i'il}Ttlkat.JA'�di`iY3 Aiiiii0.ltlN C..Itlu-iTlu� fN 1S•lCYsa, iY!'}. AS AlNEirtil�ti. 1. YliiB P$RMJT i9 VALa!? OFR.Y PC914 COi�'NKCTit1N 7G IiTRUCi'11it68 WiQCk FLAY@ FULLY GGMrc,t@i] wttli CgtlLTti'Y ZC7MNCi Atv>:F AUtLQiNR MA LrvroMAI1lN CtIO1 VIOLLA,rioN OF A MIAlUmENT OF TM PLMff01-4 LLZOAL ACTMN AXV RKIY ?GAMM Of M FBAMAiT.iTdSNYS 1. CktM-A iY, SECIMN 4.9uP RKQ41i = ANYPER30K WHO CON877L.UCYR, AL'lM UR i7Mp ULLB AN t>`'J?iV 0QAL WVAQR OWWAi M-MM TO sit LlCitr►Seo. PIKAL APPROVAL OF SYSM141(TO 01 COMPLALTED BY INSPECTOKI., No SY9Tzhj JIMALAo six J)EBAiP,olO St 1.4 ComrWANC3 AV1TH TH9 £ACLECJaL'KTV INDIVIDUAL 18WACM 0100M SYS I M RJBMAMONS ttWTIL IS APPROVRp Pti OR TO COYMING Alit! IM- TION OF T119 SY� Lill AYlP! NI CN$TA;LLEt? `' TANKS. J4: , OALLONS AM LOCATM _,� 011M .E,9 AND , E t FsE4TAe— Weiss i�11s[il• ,_•_ 5tZVT�4 2 ' TA-k- 1 . 'L3,,1'aar�i.� a+WdLrd'r coEytrtlwrsc „r„�Ilt✓�. T; +! 1C:�-l.' .. +`rtx... FE %f Ail ANYITgMNoy MULLftaa1UCQl1i11i(t111t5WILL NCOMCIMP9MRICFWALATi'RAVALi7PMiRhi+tSfftor,AAR.#.4G6,4Ar,1NSPYCTICWWH WOILX1& CtylYti'L l41'i[RI. ENVIRONM"TALHEALTRAPPROVAL ,.�,_.,,.,,"___, _, .,,.,..._� .,. .... DATE: Received Sep-09-99 09:41am SENT BY -EAGLE, CO f � from 970 328 7207 4 ENVIRONMENTAL HEALTH 9- 9-99 ;10:44AM 070 328 7207-3280349 page 3 #3/4 I *&ta �LoOk PLAN Received Sep-09-99 09:41am SENT BY : EAf LE, CO from .970 328 7207 9- 9-99 ;10:45AM ; ENVIRONMENTAL HEALTH 970 328 7207-►3280349 HO1046r TA",si f Utz+ %,Rm "w page 4 #4/4 1U3 Community Development Department (970)328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com EAGLE COUNTY, COLORADO Date: August 5, 1999 TO: Water System Operations FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1900-99. Property Location: Top of Ridge Lift & Superbowl Lift, Category III, Vail Mountain Ski Resort. Enclosed is your ISDS Permit No. 1900-99. It is valid for 120 days. The enclosed copy of the permit must be posted at the installation site. Any changes in plans or specifications invalidates the permit unless otherwise approved. Systems designed by a Registered Professional Engineer must be certified by the Engineer indicating that the system was installed as specified. Eagle County does not perform final inspections on engineer designed systems. Your TCO will not be issued until our office receives this certification. Permit specifications are minimum requirements only, and should be brought to the property owner's attention. This permit does not indicate conformance with other Eagle County requirements. If you have any questions, please feel free to contact the Environmental Health Division at 328- 8755. cc: files Alpine Engineering, Glenn Palmer Received Aug-04-99 09:30am from 970 328 7207 4 ENVIRONMENTAL HEALTH SENT BY:EAGLE, CO i 8- 4-99 ;10:33AM 870 328 7207-3280349 page 1 # 1 ! 1 Edwards butFritas Cantor/P.O. tox 97MAwaids, +Catorsd$31611474 916.33TWX 974 416.7340 FACSINULE TRANSMISSION ►'tla: "I ' JQD TIT' i1;1nt4t ihme; k 14+sitt4: J CatnpAR?:Wpop t4iCompany: Camgan: FAX -• FAINN; FAXN. am►i Nime. ltiame: Com�an}; Cem�any: Con+pan�•: NU10bar of wAsas (Intl "dint CON-Cr t.- toabz H V { • f Por ■ 1i A WT IiIA t%rl i � iWid MAC y 2 y Aga" EftW.- 2 t r 0 +A4AI(-. ALPINE ENGINEERING INC Edwards Business Centc.T.O. Box 97/Edwards, Colorado131632/970 926-3373/FX 970 926-3390 FACSIMILE TRAINSN•IISSION DATE: JOB TITLE: Ga-r � S ;> \amc: H G5,VR f r ' lame: �DDD Govldiec \ame: -)e 1 t CAD Company: E 1e lrl4e4wi Company: VA, Company: VA FAX,": FAX : FANH: \ame: Dame: Dame• Company: Company: Company: FANH: FAXN: FAXN: lumber of paves (inc sheet):" udina eon er R-EMARKS: 6" ve at krQ klv S . G-c trA ni r,,v `s �� INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, CO 81631 Telephone: (970) 328-8755 COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1900-99 BP NO. 12578 OWNER: USFS AND VAIL RESORTS INC. PHONE: 970-945-2521; 970476-5601 MAILING ADDRESS: USFS: P.O. BOX 190 MINTURN CO 81645• VAIL RESORTS: P.O. BOX 7 VAIL CO 81658 APPLICANT: TODD GOULDING VAIL RESORTS PHONE: 970-476-5601 SYSTEM LOCATION: TOP OF RIDGE LIFT & SUPERBOWL LIFT, CATEGORY III, VAIL MOUNTAIN TAX PARCEL NO. LICENSED INSTALLER: WATER SYSTEM OPERATIONS, JEFF ROBISON LICENSE NO. 42-99 PHONE: 970-479-3174 DESIGN ENGINEER: GLENN PALMER. ALPINE ENGINEERING PHONE NO. 970-926-0073 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: DEVAP 2000 SYSTEM D� 2-2000 GALLON HOLDING TANKS WITHIN THE SELF CONTAINED DEVAP 2000 SYSTEM, 2506 GALLON CONCRETE OVER -FLOW HOLDING TANKS, TO ACCOMMODATE ADDITIONAL LOADING. SPECIAL REQUIREMENTS: INSTALL AS PER MANUFACTURER'S INSTRUCTIONS AND ENGINEER'S DESIGN REVISIONS DATED 7/30/99. HAND SANITI- ZER USE IS ALLOWED PROVIDING NO FOOD SERVICE OPERATIONS ARE ASSOCIATED WITH THESE RESTROOMS. IF HAND WASHING IS TO OCCUR IN THE FUTURE A GREY WATER LEACH SYSTEM WILL HAVE TO BE CONSTRUCTED. MAINTENANCE INSPECTIONS ARE REQUIRED ON A YEARLY BASIS WITH REMOVAL OF FINISHED PRODUCT AND PUMPING OF EXCESS WASTE PERFORMED ON AN AS NEEDED BASIS. ENGINEER IS RESPONSIBLE FOR FINAL INSPECTION. DO NOT BACK FILL ANY PART OF THE INSTALLATION UNTIL IT HAS BEEN INSPECTED BY THE ENGIN- EER. BUILDING TEMPORARY CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN APPROVED. ENVIRONMENTAL HEALTH APPROVAL: DATE: AUGUST 5, 1999 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTS OF THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS, ADOPTED PURSUANT TO AUTHORITY GRANTED IN 25-10-104, 1973, AS AMENDED. 2. THIS PERMIT IS VALID ONLY FOR CONNECTION TO STRUCTURES WHICH HAVE FULLY COMPLIED WITH COUNTY ZONING AND BUILDING REQUIREMENTS, CONNECTION TO OR USE WITH ANY DWELLING OR STRUCTURE NOT APPROVED BY THE ZONING AND BUILDING DEPARTMENTS SHALL AUTOMATICALLY BE A v16LATION OF A REQUIREMENT OF THE PERMIT BOTH LEGAL ACTION AND REVOCATION OF THE PERMIT. 3. CHAPTER IV, SECTION 4.03.29 REQUIRES ANY PERSON WHO CONSTRUCTS, ALTERS OR INSTALLS AN INDIVIDUAL SEWAGE DISPOSAL SYSTEM TO BE LICENSED. FINAL APPROVAL OF SYSTEM (TO BE COMPLETED BY INSPECTOR): NO SYSTEM SHALL BE DEEMED TO BE IN COMPLIANCE WITH THE EAGLE COUNTY INDIVIDUAL SEWAGE DISPOSAL SYSTEM REGULATIONS UNTIL THE SYSTEM IS APPROVED PRIOR TO COVERING ANY PORTION OF THE SYSTEM. �) �2 qq o0® , I, INSTALLED ` i + 1 { TANKS: `%i GALLONS ARE LOCATED DEGREES AND I FEET (_ INCHES 500TH OF T"E- KE21EE&M iP t_iWE WITH I -HE 6A5,11 WALL Or- PJLID COMMENTS: W IF_�GJT" A f>Q V!U X Y " L- owe e TRA &-; i�A- �ET �AN� SEE LE7f Z , -3el �r� 2© [Pi cp �o oFVOL11 P Ueaytu l irivar'hfer��r,.� �eAO�I-S. ( 79- 174 ) 12441"w Au ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS COMPLETED. ENVIRONMENTAL HEALTH APPROVAL DATE: C-AT Ul. C2 L-> I W -rAP KS Ke 0 e ci� 2 721 T141 T-Aw< YZ! THAIJ CrTH6-P-T-AAje,i:1 r-, F-- 12 E6Sep%t*vf Arreo-v - 'Ple O -1;0 0 N Ni lwwo� FIRST FLOOR PLAN i I SCALE: 1/4*=I'-0* G4 1= HoL-. is&r TA► s PEC�M t T Oo V Q vo - 'i >r�t G T�NKs \O FF=11480' fF-11478' 0 Al �r ®� p0 REG/ST ®��jr� PAS ®` . � 2E e4� FF=1'1480' ; m 3 ILI :'I - ��®`���d9l9iBR6Bl0k9il4A��'G�� • � . `p0o Gl L \ p0A \ \ ' �A1 \�12 I , �1 11418 G 16 ,� i 11480 11482 i 1 1 1480 , n47o . i/ 0 ALPIN 1-�C�N GR�NG INC 1,dwuds BusineSS CtSI rIA flax 91lMdkv3fdJ, Color"OtS16321970 916=337j'FX 70 926,3390 FCSINITLE TRANSMISSION ' . ~~ ,~ '—,^~~ . u." ,^u 14u, o'vuzonzz/.* z/ z -Odrssws ........... . ~ It v - - ---- ----- ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY HuCluei: P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATIONI FEE S150.00 PERCOLA�TION TEST FEE S125.00 IIAME OF OWNER: �� � i,lr�r (,P / &12,/_MA `� uA i h \� -t 11` ��; r k c MAILING ADDRESS: ��.G?. C7<�y (CiL�}L&1?((c/h �C? PHONE: ciy7-Z�5?( tMIE OF APPLICANT (If different from owner): a; Z Y__,Q�FeS ADDRESS:-4-•(-'• �U, 3- )./n,i I c) PHONE. DESIGN ENGINEER OF SYSTEM( f applicable): f c ADDRESS: e, p. Bo/ Sa r ., ' o OHONE: O y &- --33--73 PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM: LICENSE INSTALLER: (-74). YES ( ) NO ADDRESS: (),i l i-- it, ,-Al-, PHONE: qq-9- PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM- �� �i.ul` � Physical Address: ll, ,f ,S �,'� VLT �� /�-/vz. Parcel Number: Lot Size: Legal Description: -n't-tlg 0n-0� BUILDI14G OR SERVICE TYPE (Check applicable category): Residential - Single Family ( Residential - Fourplp ( ) Residential - Duplex Commercial (Type) ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories): Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal ( ) Dishwasher ( ) Automatic Washer ( ) Spa Tub Other (Specify): k<j� &j:?o11 TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toil.et ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet ( ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES (` NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( YES ( ) NO WATER CONSERVATION PLAN: ( YES ( ) NO NOTE: The Environmental Health Office may reduce the required a sorption area upon .approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: IF_ '(/'./7:r'���' �. If supplied by community water, give name of supplier: � i SIGNATURE: _ DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: _ Minutes per inch in Hole sl Minutes per inch in Hole r2 Minutes per inch in Hole 03 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: RECEIPT NUMBER DATE: CHECK NUMBER CASHIFR- NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER". (Environmental Health Dept. - Rev. 4/88) HOf/ THE SYSTEM WORKS V THE DEVAPT"' 2000 IS A HUMAN WASTE REDUCTION SYSTEM THAT HAS A PRIMARY DESIGN FUNCTION OF ELIMINATING LIQUID. The DEVAP' 2000 has been designed to achieve :Fan optimum -controlled environment for the natural aerobic biological reduction of human waste. This system is an odorless, waterless, natural process that uses no chemicals. it has been specifically designed for heavy public use and can be installed in any location. Our DEVAP'" SYSTEM accelerates the process of waste reduction through evaporation and dehydration. This system controls the direction of the air as it moves through the conversion tank. This provides a clean and odorless restroom facility. Another unique feature of the DEVAP'" SYSTEM is the control of liquid. Liquid that enters the tank may travel up to 126 feet during the evaporation process. There are two methods of directing liquid to the back of the tank: one is to pipe the urinal drain to the rear of the tank, and the other is through liquid channels on the sides of the center vent that direct liquid to the rear. This increases the liquid retention time and allows thousands of cubic feet of air to pass over the liquid in the bottom as it travels and evaporates. The ventilation fan can regulate the amount of CFM, depending on usage. 1 � , The engineered ventilation system is designed to regulate the amount of oxygen (air) that flows through the conversion tank. The amount of air flow (or CFM) can be regulated, depending on the amount of usage. The ventilation system directs the air flow by pulling air into the tank, either through the toilet chutes or air vents. This provides the oxygen for the initial conversion area. Air is then pulled down the two side panels to the lower portion. This again provides the oxygen for the biological process and a continual air flow for evaporation. The air flow is then directed into the center clean -out vent to be exhausted out of the tank. The maintenance aspect is one of the most important features in the DEVAP'" 2000 final design. The removal of the finished material is required at least once a year. The front lower area of the tank provides a clean -out area 18" wide and 60" long. After the first year of use, material is moved into this area from the interior bottom of the tank. Another unique feature is the center vent and side vents allowing the removal of material from the back, center and front of the tank. The material that has been moved into the removal area is allowed to remain until it is thoroughly dry. The DEVAP' SYSTEM prevents liquid from entering the clean -out area. Two interior service tools, an interior light and viewing orts, allow maintenance personnel to -service the upper chamber without opening the access door or removing the service tools. PRE -FABRICATED BUILDINGS AND FOUNDATIONS Plan and build your own facility using our system or let us do it for you. We manufacture high-qualitybuildings and foundations delivered to your site for quick and easy installation. This is economical because we furnish the plans and engineering. There is minimal site distrubance and your costs are fixed. No change orders! For complete specifications and planning information, call 1-800-524-1097. k c 9 amcoR-Z"4-� L DIM 'B' DIM 'A• 330 - 5000 GALLON CAPCITIES WOLVJW TAO..)KS CLEAR ACCESS OPENINGS 7i T- - 1 I B,AFFCLI i >i= + + / A 1 / I PLAN VIEW ADJUST TO GRADE I ! I ! I 0- ,. -o- INLET �NJ �1---- -------------'---- 6• I I ^ LJ 0 DIM 'D' DIM 'C' WATER DEPTH o _ ° .0 GROUT ALL AROUND BOTH SIDES 24' RaG & COVER LOCK:NG. AIR & GAS TIGHT ARE AVAILABLE TYPICAL 2 PLACES I 'o _ — OUTLET ° DIM DIME' F- DIM 'C' D I 7 SLOT 2/3 LENGTH 1/3 LENGTH SECTION VIEW AA Cor2oco iF 5000 AV A I LA BL.E.) GALLON CAPACITY 330 510 i 750 1 1000 1500 I 1800 2500 1 3000 3500 MODEL No. 463-GI 464-GI 4113-GI 4114-GI 4116-GI 4117-G1 6126-GI 6127-GI i 6157-GI 6167-GI DIM 'A* 6'•0' 6'-0' 11--0- 11'-0- 11'•0' 11'-0' 12'-0- 12'-0- IF-0- 18'-0- DIM "B" 4'-0- 4'-0. 4'-0' 4'.0- 4'.0- 4'-0- 6'-0' 6.0' 6'-0' WATER DEPTH DIM 'C' 2'•0 3'•0' 3'-2' T-2- 4'-7- 5'•6- 4'-6- d6'.O' 6- 5'-4- 6'.2- DIM 'D" 2'•2' 3'•2' 3'-4' 3'-4- 4'-9' 5'•8' 4'-8' 8' 5 ' - 6 ' 6'-4- DIME" 3'-0' 4'-0" 3'-O' �3%10' 6'-0', 7'-0' 6'-0" 7'-0- T-0- T-O' DIM 'IF" 2'•10' 3'•10' 2'-10' S'•10' 6'•10' 5'-10' 6'-10' 6-10' 6'•10' WEIGHT 10,200 11.850 19,575 22.500 ( 26,100 27.300 33,025 I 34,450 42,700 63,822 DESIGN CRITERIA: UNIFORM PLUMBING CODE - APPENDIX H NUMBER OF MEALS WASTE FLOW RETENTION STORAGE _ CAPACITY PER PEAK HOURS x RATE x TIME x FACTOR IN GALLONS Colorado Division Copyright 1992 NOTES: 1. CONCRETE: 28 DAY COMPRESSIVE STRENGTH Tc = 4500 psi 2. REBAR: ASTM A-615 GRADE 60 3. MESH: ASTM A-185 GRADE 65 4. DESIGN: ACI.318-83 BUILDING CODE ASTM C-857 "MINIMUM STRUCTURAL DESIGN LOADING FOR UNDERGROUND PRECAST CONCRETE UTILITY STRUCTURES* S. LOADS: H-20 TRUCK WHEEL w/ 30 : IMPACT PER AASHTO 6. FILL w/ CLEAN WATER PRIOR TO START-UP OF SYSTEM 7. CONTRACTOR TO SUPPLY & INSTALL ALL PIPING & SAMPLING TEES 8. GRAY WATER ONLY, BLACK WATER SHALL BE CARRIED BY SEPARATE SIDE SEWER 1 BASEMENT FLOOR PLAN 1 SCALE: 1 /4"= P-0" 3 A4.1 21'-8' 5'-4' SLAB ON GRADE W/ HEAVY BROOM FINISH pesfVvowq I of,4 T.O. CONC. FOUNDATION WALL, SLOPE TOP TO DRAIN AWAY FROM DOORS 1/4'=V-0' BILCO BASEMENT ACCESS DOORS, RE: TO MFR. SPECS. TO INSTALL LINE OF ROOF ABOVE FLOOR TO CELING STAINLESS STEEL TOILET PARTITIONS LINE OF BIO-MEDIATION TANKS BELOW 2 1 SIM. OPP. HAND DASHED LINE OF GLOVE SHELF ABOVE, TYP. VENT SELF CONTAINED LAVATORY BY SEFCO DUARRY TILE PER VRDC ADA TURN -AROUND a EDGE OF CONC. GRIP STRUT ENTRY 2 x 6 INTERIOR WOOD STUD WALLS TYP. W/ 3/4' PLYWOOD AND FIBERGLASS REINFORCED PANELS - COLOR TO BE DETERMINED 1 BASEMENT FLOOR PLAN 1 SCALE: 1 /4"= P-0" 5'-4" �'es-F►•90 rvl 2 v � 4 3'-0" WIDE ALUM. SHIPS LADDER CONC. FOUNDATION WALLS, RE: STRUCTURAL 1 A5.1 BIOLOGICAL MEDIATION SYSTEM TANKS 1AB ON GRADE W/ HEAVY BROOM FINISH T.O. CONC. FOUNDATION WALL, SLOPE TOP TO DRAIN AWAY FROM DOORS 1/4'=1'-0' BILCO BASEMENT ACCESS DOORS, RE: TO MFR. SPECS. TO INSTALL LINE OF ROOF ABOVE �a z 3 z aN °W` O W Z w Z ;� W a OO 3xz xQ� x� _� oz S b � g W o o 3� Of N 3 03W _ 3� R K OC N ~ O Z iV V = W OQ » x >� C) p 0 I W 0 I N �es-f-voo►�-, 3oFq Z QO 0 / w II �J - w F- Z O u LL-V) 6 o- o Z W�o a o P O P 0 N$ m LLEd K Z Z W t K ' ozz Oz °� on x3 Z w }Q N Z i G wa 3 aw zu om o� �Q N 0= UN x N N kesfvoow,4af4 a w J W W o % L.IF IVA �rr �j O q +71 TOf TAjJK ` 11411 SAME iuVE=T 50 'IF OV E: TAWK FIL 5, ►T w►LL F ILL OTH t� TANK, `Cf- PVT TAWe—, M A /1IHPL.E CavF C)f T7e�J , SEUT1v> j �- STAd,jc,>p wE- pFnc*J ilJSUC'j� �kj r, �7itstj A -A r _ STAB PIPE M� FLA,\J 5EG7lo�J v EtiT a J 2 ® I c,�%s 3.�3�.T i�Q�\ j =ptr I Snow Lake -, _.. _ - - -Pl..\.�-ia WILDERNESS, Go i 18.. A t 10 JCor2 �� t 1_ \P aA �, .\, \ 9 `\ 7 10 4 est 1 1z' r 9 \\ ��\ Vai ' � � Vi /' 1 Bighorn � ': �� B 1015 iE�.. --- 6 ��i `1� i Gt113 I (1 i 2lL, re REEi�_� Grave t 1.-1 R Buffalc 13 ' Core v a ° fm .�- "•1 esC .� 17 e r G° Mid Vail t l \ 14 a 16 1s 1a 13 �! 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GS'1 u\ ♦ ll.r Ih Porta,�,,I`" Homestake - •.Outlet/ }{P I Peak, a Tenth i 7 Mitch i �;� 24 : a /iIOTA L ark .Clir 13209 Division Hut.T. 2 Oa , e a 9 / 10 1l 1 1201'7 12J F < _ ennessee 7g a 9 10 t eYGI,� ((,`� `u Pas - t� w o1J\OE Fremont Paste CE ,PIT _ i I` - _ o4za` I_7 - i lL CO .� _,Vo 1� I �6 Ir _ ' O'r �r\��� �CPERP� ~��Homestaea u 0 r T s 2NATIONALoelmonica O 0 1a -SAN SABE'L K znneLrly L,.17 �_�li ` Lr'7$7er Hal _cat, �` P FOREST x t..� �i Q West Tersnessee' ;71-LEADVILLE 10 ES / �/ G° 15 Lakes R RCl W!lGf�u I% 1 MAP J IEADVIILE 17 MILES im I I f.::, Pf MAUI VNIlu - MUL co I= Incorpora7vo 4 I PLUG AND caw 1-1 • . , BACKFILL k CCUPACT TO SnaRCA71CNS 4' PVC COUPACTED 3/4- SCREL4M ROCK _ '•c 22-1/2 bfi 45• B040 FLOW ' :� _ •L _ ;��`;�,; ':t`• *:. _ _ ,i�� �..1•'� may. viti SEA UNE SEE N PLAN FOR SZE 1YYE w-.Ti 45• ELBOW (ALL BEr'L FTTTINCS) ySEWER CLEANOUT ��� U2E- V. � PP�v�LL_ D12�.cnOAJ BELL TYPE PLUG, 1WERE iCEOU:R© /j1L-13-99_10:36 AM ALEX—RACHAK 9702215748 P.05 1 Pump 2L Equip. 30: `44 0849 P.03 {� n•usembivcD W tiY f 7VMP nnn.r,i'nn►,M AI-rr• I\ �1htt111C�,��09r117>" v snit InOwl" 3 1/'. ,Arilloo (I 1.: 1.) lank. It11lY a1 I/— f— ' • (15.mrnl) liigh, lutoinMl(' s1luilitimillu• Pullin will mill -level •lt'tit•u11r19 n Avvuc•:1: J' (•kiln ) I)OWe mtrl. Corinvdl !'at•tur), fir •ilevillt• replavotirm ! A .� (lcirn{i. Rnsin it f ltt 1(3 rllrl:rr»c:t, v YLU+V . r;:N 1JIAYfY1,�1'l l: WtSCA 506"15 ......... A 15V ....... .JGv PUMP CHARACTERIS T ICS ►toga, .... _7Jit)ki'9K*WYta• A4a rwrn lbw rtt• ...... tQ G1'1A .... 1 "i U m rap•,lYit�rd L+►w: TMp :D .:rItTT ....... Mr; .Cit�ti'.N.........».............._ir]ItfJ!OOIMtA 'I��IiN ..... ...... _.... I•rmrrppl l.m 3b•Hs•11 •,leh4 bl".•t, •Ossl�etan ...» ..........i4+laAertr. wfMt+N .. ... ,.•.••• ikf♦'ratlnr •Nrrnh . . , �h11 t1r1 �tlli1t11 f� Ia.". • 17 gem ;.}k.•>, • 1 dmi [1..'rr4atl ll7af14t4 ... •.. nnv f%r*U. 1 3 suiu. W R S" 8 E wrs-csasmblvto . �'• tnPlilde,; 5.101011 palyprrgnit'ne rank.'(' Ilsl Im-i 1 1•"" bNT r (1A.11arn) ,t(tl� intahr Iunz, i li,'." i'`11r" ltnn:) In(ti (its hi•I�r puts. 1111ti': t ilrt' {411sun)'(w wet'l pill nti lne1m1vs 1/1 M' lutul ialL• xubillerslble vnt{v,c91U(-n( pun -lilt T' aol & halls ing vaflelr.Iti�. to' (Snl) ptilu•r r•rlrii and inslsis grnuntlt'ri ;1MMI111 lllaltmwr 1,11ir iI•nin pill Io lilt. illi•i,l i+ lAll'itU,gili twee. MIS-8 15o ............. i i Vv 10' :311I 1 powt•T r:rxcl. 11U,4111 CR.LRACTERISTIC'S Nnnl+rrlll K:r..wr.r _52 Cru... t47 LN Mtirrwm Mare .. .....'J1'-..»_...�. •d.�t•+1 h4fgwiCw u0vd Tar it a, CMtrui9i .._._..............{ I/2•FTiGirty.in�m3 F1N1.na .... .• . ... [pOR/ c,wn•:1:"tlS f9r cow—........ ...... �a+bo••,a tmtr.iNr__.._...__..•... ... JrYo+ foo*v . . ................» .... 4vw 0 Maws,.., :.P /t•frM•.. ii �yfiai,►{b/t oLrn%Wl'ir s.d�ci+:tt &Wftsti aM �n'.i• s•+s' � 1S.�tJ� •'.3r.Ji' 7.fCrrn • 16.2tJI1 ..__........ .... ... iI5v WWI, II AA pf i'I' f-'M I oc"? .:W... ,„rrvw.L1W*G1gkT"PwmP'*Om N Q M 14 I :n Y Devap�"" 2000 S USER Rr ACN HolzBMS SK! �t�Er4 , stem - . � BIOLOGICP MEDIATIO SYSTEMS, Ifs waste. /D /' SOG/p Upper Access Door (with three viewing ports Interior Service Tools Fresh Water Spray System 8- Vent & interior light) Lower Access Hatches Lower Access vooi Patent No. 5.342.516 Waterless, Odorless, . . . . . . . . ... �••r---``�• - .,sue; r • ,�•a� N• ry.s.. s v t C ` I fi _ j LOCATION: MINNEAPOLIS, ELEVATION: 800 FEET A A NESOTA MONTHLY AVERAGE (DAY/NIGHT) EVAPORATION (GAL.) RI NIGHT ® DAY Q 0 O OZ 0 MONTHLY AVERAGE (24-HOUR PERIOD) EVAPORATION (GAL.) —LL Q LU -' ¢ 0 O OZ SAMPLE PROGRAM: Minimum CFA required—] 12 CFM can be increased depending upon usage and location. Our computer program will assist you in determining the proper usage and the amount of CFM required for your needs. DEVAP 2000" by Biological Mediation Systems, is designed to reduce maintenance and provide a greater percentage of facility utilization. DEVAP 2000 is ODORLESS. WATERLESS, and uses NO chemicals! DEVAP 2000 can help you save money, by reducing or even eliminating liquid build up. Tested and proven highly efficient in heavy usage areas --even at extremely high elevations. Complete installation can be accomplished in less than a week, with minimal site disturbance. Design your own building, or ask us for planning assistance. We also provide attractive, prefabricated buildings and foundations customized to your needs. Several standard designs are available along with a number of options. fesigned and Engineered Spccificdtly for ^ PUBLIC RESTR00N1 FACILITIES No Costly Pump -Outs -No Chemicals • )'ear -Round Use AIR OUT TOILET CRUTE 0 rt TOP ACCESS DOOR BOTTOM ACCESS DOOR --1 AND SERVICE AREA The vacuum molded tank is made of high impact, chemical and corrosion resistant LUSTRAN® ABS by Monsanto. Patent No. 5,342,516 P.O. Box 8248 Fort Collins, CO 80526 1-800-524-1097 303 221-5949 FAX 303 221-5748 C 1S73 Biological Mediation Systems ENVIROHMENTAL HEALTH OFFICE - EAGLE COUNTY Number: JqQ —79 P. 0. BOX 179 6 p - 7a 5 17 EAGLE, COLORADO 81631 )49-5257 Vail 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE S150.00 � PERCOLATION TEST FEE S125.00 AME OF OWNER: (ArlGLUf i20-/- mAl W! V 14- IAILING ADDRESS: 'V:10 tyy" ICK) L 6dWn 0-0 PHONE: S-Z-t-t NAME OF APPLICANT (If different from owner): t CSC_( ADDRESS: 1 b . bIl S ((_,QSg PHONE . DESIGN ENGINEER OF SYSTEM (If applicable): ' c ADDRESS: �o b Y Bo/ ���G � C p 25l c� J� ONE: � o �- -3-3�� PERSON RESPONSIBLE FOR INSTALLATION OF SYSTEM:b�J i LICENSE INSTALLER: (� PHONE: YES ( ) h0 'r ADDRESS: 1� ,r PERMIT APPLICATION IS FOR: ( NEW INSTALLATION ( ) ALTERATION ( ) REPAIR SEDDISPOSAL-SYSTEM:, LOCATION OF PROPOINDIVIDU L SEWAGE DISPOSAL SYSTEM: �0 Physical Address: l' '' (,� � - Parcel Number: Lot Size: Legal Description: ' �tl —yyZ l a � BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( Residential - Fourpl Residential - Duplex ( ) Residential - Triplex NUMBER OF PERSONS: e WASTE TYPES Check a licablcategories Commercial or Institutional :3NOHd :3NOHd ( Commercial (Type) Orvt NUMBER OF BEDROOMS: ( ) Dwelling 31VG :SS3UGOV iNV3I1daV :SS3a00V 4431SAS 30 83NIiO Community Development Department (970) 328-8730 FAX (970) 328-7185 TDD (970) 328-8797 Email: eccmdeva@vail.net http: //www.eagle-county.com September 9, 1999 Vail Resorts, Inc. Attn: Todd Goulding P.O. BOX 7 Vail, CO 81658 EAGLE COUNTY, COLORADO Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Final of ISDS Permit #1900-99. Property location: Top of Ridge Lift & superbowl Lift, Category III, Vail Mt. Dear Mr. Goulding: This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. Enclosed is a copy to retain for your records. This permit does not indicate compliance with any other Eagle County requirements. Also enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your building may require appropriate alterations of your septic system. If you have any questions regarding this permit, please contact the Eagle County Environmental Health Division at (970) 328-8755. a ly, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Informational Brochure Final ISDS Permit cc: files s F. ED E � ENGINEERING INC. Alpine Engineering. Inc./P.O. Box 97/Edwards, Colorodo/81632/970--926-3373/YAX 970-926--3390 FACSIMILE TRANSMISSION BATE_ l.SOB TITLE: 11A4f' les.m-m-Atia sr_v_a`-tw- r-2r—.z&0 cur. a.r FAP Name: tr �..xlY�tl Y Norne. Name: Company. IG LG 17{�r Company: Company. Fax: �. U ��' Fox_ Fax, Name: Nome: Name-, Company. Company. Company. Fax: Fax: Fax: ,,n -ter. �rsrsr-s I err, — . rs M rn. rnrl r r'ni 11..iry cwn I ucni -ru Par-=- 1 ENVIRONMENTAL HEALTH OFFICE - EAGLE COUNTY Number: P. 0. BOX 179 EAGLE, COLORADO 81631 949-5257 Vail , 328-7311 Eagle 927-3823 Basalt PERMIT APPLICATION FEE '$150.00 I PERCOLATION TEST FEE S125.00 NAME OF OWNER: �IJ � Ll�!�,F ,✓21���'� l,l,'I i-l� \�', � I"\`==__4X iA. I� , MAILING ADDRESS: '.�. y /t',+8(PHONE: 63-JO NAME OF APPLICANT (If different from owner): ADDRESS: (�:jC �_ j_��'!� r� 1 (��F, PHONE. DESIGN ENGINEER OF SYSTEM (If applicable): n. Zplie en ^_ c. ADDRESS: , b . F)ol �� { :�,r>� �-f`� O c�-� �� AM: y ; / ? - 33 3 PERSON RESPONSIBLE FOR INSTALLATION -OF SYSTEM:v�!JI`� LICENSEP INSTALL,/ER: (-�}� YES ( ) h0 ADDRESS: 1 (},r I I�� -i ,-t k711 PHONE: - I PERMIT APPLICATION IS FOR: ( NE14 INSTALLATION ( ) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Physical Address: Parcel Number: ILot Size_: Legal Description: F 1 { r m 77 7/E17�- 1,_�fLq BUILDING OR SERVICE TYPE (Check applicable category): Residential - Single Family ( Residential - Fourplex ( ) Residential - Duplex ( Commercial (Type) //)1,1�,'_fpc ( ) Residential - Triplex NUMBER OF PERSONS: NUMBER OF BEDROOMS: WASTE TYPES Check applicable categories): Commercial or Institutional ( ) Dwelling ( ) Non -Domestic Wastes ( ) Transient Use ( ) Garbage Disposal ( ) Dishwasher ( ) Automatic Washer ( ) Spa Tub Other (Specify):���'�t�L�,�� TYPE OF INDIVIDUAL SEWAGE DISPOSAL SYSTEM PROPOSED: Septic Tank Composting Toilet ( ) Incineration Toilet ( ) Vault Privy ( ) Greywater ( ) Chemical Toilet { ) Pit Privy ( ) Aeration Plant ( ) Recycling, Portable Use ( ) Other ( ) Recycling, Other Use WILL EFFLUENT BE DISCHARGED DIRECTLY INTO WATERS OF THE STATE: ( ) YES ('g NO IS SYSTEM DESIGNED FOR LESS THAN 2,000 GALLONS PER DAY: ( YES ( ) NO WATER CONSERVATION PLAN: ( YES ( ) NO NOTE: The Environmental Health Office may reduce the required a sorption area upon approval of an adequate water conservation plan. SOURCE AND TYPE OF WATER SUPPLY: ( ) Well ( ) Spring ( ) Creek/Stream Give depth of all wells within 200 feet of system: l;, --T/ /j,.,-1- I f suppl i ed by communi ty water, gi ve name of suppl i er: Jam_ 0 I M.r F SIGNATURE: DATE: INFORMATION BELOW TO BE FILLED OUT BY ENVIRONMENTAL HEALTH OFFICER: GROUND CONDITIONS: Percent ground slope Depth to Bedrock (Per 8' profile hole Depth to Groundwater table SOIL PERCOLATION TEST RESULTS: _ Minutes per inch in Hole #1 Minutes per inch in Hole r2 Minutes per inch in Hole #3 FINAL DISPOSAL BY: Absorption Trench, Bed or Pit ( ) Evapotranspiration ( ) Above Ground Dispersal ( ) Sand Filter ( ) Under Ground Dispersal ( ) Wastewater Pond ( ) Other AMOUNT PAID: RECEIPT NUMBER DATE: CHECK NUMBER__ CASfIIFR- - NOTE: SITE PLAN MUST BE ATTACHED TO APPLICATION. MAKE ALL REMITTANCE PAYABLE TO: "EAGLE COUNTY TREASURER" (Environmental Health Dept. - Rev. 4/88) O MEMORANDUM TO: Glenn Palmer FROM: Doug workman DATE: Ogrlsfoo Susan. BiDW&Uation rest moms Glenn, Here are the history iep = i could generate on the "bio" systems on VAH and Beaver C Moutons. Ow old rwrosk order system was not ``Y3K" emphmW and . crashed on the first of the yea, Therefore our bWm Duly dates back to February, How — evcr have dSA v Mt the "bio" at least once a wcek,We did pump out the syAgm at "131ack Forest=' once due to excessive use during the "'World Mountain Hike save held here that year. it has boon our cxpaience that dMC systems wotk perfaVtly in our application due to the %t tlmt they can sit fvr 5 to +6 months unused and. digest. In the rare inawces that we have sigu f mt use &dng the summer mom'hs vm would certainty have the inwior ofthe b9t* emOOL Thanks for all. yoWbplp Aur- �2m 69=22 3W 4'79 M23 94% P. 02 - - -..-, ,-.. , . ,, — - ram--- I- - ---- '1-' i Ml Ik lTkJ rk II I LIC7nf TLJ pn(W ! p 1••! fi/ � � - v work Regwest/Order: WO 66792 00 Status Cade: �4. �SC38401 .4 Employee Time Entry 7 Work Order; No 66792 00 Task: Employes M Craft: Rte- Date: Ro %: D/C: DC! CC: WT: GT: G/L NO: Cast Code_ Cast Center: . T�]t: `x Nam: Craft: TECH Date: Rate: 2/02/00 BCT hours: 805 BCDBB DON BOARDKELL DON BO�i�L TECH 2/fl6/00 BCT 2.00 2.00 . 805 BCDBB 805 BCDBB DON BOARDWELL TECH TECH 2/14/00 2/01/00 BCT BCT 1.©0 .. .50 805 BCDBB wN BOARDWELL 805 Buab DON BOARDWELL TECH 2/01/00 2/17/00 BCT BCT 1.©0 . ,. 805 BCDBB DON BOAR.DWELL DOtq BOARDWELL TECH TECH 2/07/00 BCT .00 1.00 . 805 BCDBB $45 BCDSS � DON SOARDf�LL '�ECfi TECH 3/U7/QO' 3/16/00 BCT BGT l.�}0 . . 1.00 805 BCDBB D0N BOARDWELL ,.................................... ..... ..... ,.. 5Nee + Z R of Zs 3©3 479 3123 94%. P.11 ,rn m4 . 4 ranm -rn. cnr_i c rrni n,iry Erin i ucai Tu PAC,F: 7 Work Request/Order: WO 66792 00 Status Code- 30 Machine ID: 2304 0 'Needed By: 20200 Priority: 03 Request Date: 20200 --- Shoat �'rablem Desn: CHECK WATER &F.Wr-IN TOILET SYSTEM-P#� ftl)L Preblem Text; 1-T" Rgrgtsested My: __---+---- �vxs on: 8CR--- w2whino Loaatim: HTNUIBE ,�E CREEK MOUNTA'X bschia+a DesCr;.ptiou - PArRO Caporent Description Planner: V8c Cast Center: I-2304 approvals; : — _,,,,,,,, w gr3A t W/R-W/O Now?: Y (YIN) Rei®sgace ID: Split W/© by Pxiexy Crafty' : N (YIN) mmext g2Iiacapt ]p,4eatt F g� snty I�20wsaodule To PX P22�G .t®te F23=Ca�►e F13�If ry l 56t,eG+ { R of Zq FiUG-2s-2000 08' 23 303 479 3123 94�/- P.10 ni — �� 11rn m.1 . a r2mm rn. enr_t C elf'YI IF, ITV =tin i uCni ru PCI=7. r. `waxk Regaast/Dzdar: WC 66264 00 Status Cade: Z� l.� -- Employee Time Entry HgC384fl1 Work order: NO 662E4 00 Task: Employee ID: Craft: Rte: Date: Hours: D/C: wT: CT: CostNO. Cost Center: I. g0 ., .............-�abeF,A .t , -;,..,...,........ cv ,�,,.. Position TO: . craft: Date: Rate: Hours: .. . Tsk: 3 EM-L : VTWQ Dame. TIM QUEALY TECH 3/al/00 VTM 1-00 ., ., ., 3 VTWQ TIM QUEALY TECH TECH 3/31/00 7l06t00 VTM vTM 2.00 . 2.00 3 ., � VTWQ vT�4 TIM QVE�Lx TAM QvEAti� TECH 7/09l00 VTM ,- 2.00 .. � v�wQ ��M QUEALYTEcH TECH 7/09/00 7/09IoQ vTr� VTM 2.00 .. .5v 3 . 3 VTWQ VTL;¢ TIM QUEALY TIM QUEALY 8 / D �, l EEC v'�"M ,. 1-00 . . .. .. 3 VTWQ TIM QUEALY' TECH8/OICOU TECH TECH 8/09/00 VTM VTM 1.00 .. 1_00 . 3 VTWQ TIM QUEALY .. 511ee + 3 of -3 303 479 3123 94% NUR Ddr-,C' • C,- . Work Request/Order: Wo 66264 00 status Code: � WSC38401 -- Employee Time Entry -- 'Work Otdet: WO 66264 00 Task: Employee ID: Craft. Rte., Date; Hours: DIC: DC: CC: G/L No. Cost Center; WT: CT: Cost Code: - X Ajstibut&0A -- .. ......... .. Pa.aztiini Tc; . Tsk: employee: : Craft: Date: Rate: Hours; . , 3 VJ03 JON HERWIG TECH 2/17/00 VTM 3.00 . 3 'VTWQ TXM QUEALY TECH 2/02/40 VTM 1-00 3 VTKG TIM QUEALY TECH 2/04/00 VTM 1.00 3 VTNQ TIN QUEALY TECH 2/09/00 VTM 2.00 ., 3 'V'TwQ TIM QUEALY TECH 2123/00 VTM 1.00 3 VTWQ TIX QUEALY TECH 2/23/00 VTM 1.00 .. ., 3 WQ TIM QUEALY TECH 3/01/00 VTM 3.00 3 VT%Q TIM QUEALY TECH 3/11/00 VTM 1.00 3 VTWQ TIM QUFALY TECH 3/24/00 VTM 2.00 33VVTWLLQ�/Ly TIM QUEALY TECH 3/25/00 VTM 1.00 + „ wr A �Y f_ 78. r eAt =♦^T�'+40^t XA . AQU . . _ . , . , . 1 . . . . . . . . . . . . . . . . . . . . . . Sheet 2of 3 3@3 471 3123 AUG-30-2000 WED 01:10PM ID:EAGLE COUNTY ENV HEALTH Ali-25-2wa OW 22 303 479 3123 9/ 94% PAGE:4 AHG-30-2000 WED 01:09PM ID:EAGLE COUNTY ENV HEALTH PAGE-3 Setting the Standard for World Class Alpine Resorts! Vail Resorts Development Company .................................................... .. Vail . Breckenridge • Keystone . Beaver Creek® • Bachelor Gulch® • Arrowhead July 7, 1999 Ray Merry Environmental Health Division Manager Department of Community Development PO Box 179 500 Broadway Eagle, CO 81631 RE: Vail's Backcountry Settlement Restroom Sink Requirements Dear Ray, This letter is in response to a conversation with Alex Rachak (Biological Mediation Systems) and later with Rick Caudel (VRDC) regarding the restroom in Vail Backcountry's Settlement. We currently do not have the ability to deliver potable water to the area; therefore it is our intention to provide a waterless sanitary station in the restrooms. The restrooms will be provided with a basic sink and portable hand sanitizer. If this is not possible please contact me, thank you for your time. Sincerely, Todd Goulding VRDC-Construction Manager cc: Rick Caudel Michele Evans RECEIVED 1 II 1 3 N99 EAGLE OOUNTY COMMUNITY OV960PMENT 137 Benchmark Road . PO Box 959 . Avon, Colorado . 81620-0959 . phone 970.845.2350 . fax 970.845 2358 `., A BMS'A '� Waste Treatment Systems National Value Engineered Structures BIOLOGICAL DEVAPTm 2000, Patent No. 5,342,516 Prefabricated Public Restrooms MEDIATION Vault Evaporator, Patent No. 5,573,661 Water Flush and Waterless REVAPTM SYSTEMS, INC P.O. Box 8248 • Fort Collins, CO 80526 A Shane Group, Inc. Company July 12, 1999 Ray Merry Eagle County Environmental Health PO Box 179 Eagle, CO 81631 Dear Mr. Merry: Per our conversation this morning, enclosed are the brochures on the Ultra Clenz products. Please call if you have questions or require additional information. Sincerely, Linda Green RECEIVED Office Manager tlul 1 5 1999 Enclosure EAGLE COUNTY COMMUNITY DEVELOPMENT PROVIDING TECHNOLOGY TODAY... FOR THE FUTURE Telephone: 800-524-1097 • Telephone: 970-221-5949 • Fax: 970-221-5748 • E-mail: bmsi@pageplus.com EXECUTIVE OFFICES 17813358016 12/16/98 12:23 LP:02103 NO:732 114M 4 Hoalth 1 Flammobill 3 Rocetly 0 PFE A SaniClenz Material Safet Data Sheet SETON N I -( N 1 AND MANUFACTURER'S INFORMAT ON 61so+o�a6 manufactured for; Projet Nams ULtraClerzz Corporation Sa i0enz _ Address Dat PrepQrsd 70 Finnell Drive - Weymouth, MA 02188 7I 7/98 Emergency Teiophons No. Tii hone Numb erfor Informatiorr. 1-800.535-5053 7 331-7877 fr .Tt ZARDOUS IN REDI NTS/IDENTITY INFOR4AATICN Oths� -mitt kgzordous components tspecific Chemical ldenl}N! Common Name fs) CAS N't OSHA PEL ACGiH TLV Recommended %f0 iional DENATURED ETHANOL 64- 7-5 1060 1000 NIA 63.0% ThiS CHEMICAL IS SUBJECT TO THE REPORTING R UIREMENTS FOR SECTION 313 OF TITLE 11 OF THE SUPERFUND AMENDMENTS AND REAUTHORIZA ION ACT OF 1986 AND 40 CFR PART 372. E TISN III • PHYSICA►.ICHEMI A! ISTICS 6oillnq Rantya Sp ifle Gravity (H20=: } 0.80 APPROX. 172 DEG. F Vapor Preuwe imm Hg j Per ent Voldtlle by weight M) MORE THAN 80% E Ev orotion Rai* (water- 1) PH (cone.) MORE THAN 1 7 0 S•01ubility in Water SOLUBLE Ap earance and Odor CLEAR. LIQUID, ALCOHOL ODOR L; Tl N IV - FIRE AND L;XPLSI N HAZARD DATA How Point (Method Used) Fla mable Urnih LEL N/E uEL N!E 50 DEG. (TCC) Edinguithino Media WATER, COS FOAM OR MEDIA SUITABLE FOR SURROUNDING FIRE _ Special Fre .%hting Procedure; STANDARD FIRE FIGHTING PROCEDURES MAY BE FOLLOWED, INCLUDING FULL PROTECTIVE GEAR, NIOSH APPROVED SELF-CONTAINED BREATHING A PARATUS. unwed Fire and Explosion Ho2ords NONE KNOWN SECTION V -PHYSICAL. HAZARD 5!adllt! Unstable Com<llflaj 6s to Avoid Stable X NO E KNOWN inc or~Vctibility (Material to Avoid( DO NOT MIX WITH OTHER CHEMICALS Hazardous Ctecomposition Products or By -Products THERMAL DECOMPOSITION OR BURNING MAY PRO UCE TOXIC VAPORS OR GASES. +tazardow — May Occur Cor6floi Will Not Occur X NO it to Avoid E KNOWN Polvmerizafion Nj'A (Not Ap�:�ieWle/Not Avt7ilable) N!E ;Not Esiabilsttsd) EXECUTIVE OFFICES 6 17813358016 12/16/98 12:23 [J :03/03 NO:732 San!Clenz BEGTION VI - HEALTH HAZARDS Routes of Entry! Inholaterif Skin# Health Hazards lAcute and Chronic} 1. ACUTE: HARMP ..2. CHRONIC: NONI Carcinogenicity National Toxicology Program NO Sign, and Symptoms of Exposurs IRRITATION OR BURNING SENSATION Medical Conditions Generally Aggravated by Exposure MAY AGGRAVATE SKIN DISORDERS OR RESPIRATOI Emargency and First Aid Procedures EYE CONTACT: FLUSH IMMEDIATELY WITH WATER Emergency and First Aid Procedures INGESTION: RINSE MOUTH WITH WATER. THEN DRI ANYTHING BY MOUTH TO AN UNCONSCIOUS PERSO zibjiwri Y11 rIfGLMVIiVnJ rti/R Jrvr r- n�nvrnw r+.•v Stept to zo Taken in Coe Material is Released or Spilled ELIMINATE ALL IGNITION SOURCES, WEAR APPROP CONTAIN SPILL AND COLLECT IN AN APPROVED CO WITH WATER. KEEP PRODUCT OUT OF SEWERS OF Waste clsposal Method DISPOSE OF IN ACCORDANCE WITH LOCAL, STATE TRIPLE RINSE CONTAINER AND RECYCLE. Precautions to be Taken in Handling and Storing AVOID CONTACT WITH EYES. STORE IN ORIGINAL C REACH OF CHILDREN. KEEP CONTAINER TIGHTLY t othof Precautions USE ONLY ACCORDING TO LABEL DIRECTIONS. IF l SUPERVISOR IMMEDIATELY. Respiratory Protection (Specify Type) NOT REQUIRED ventilation local NOT Protection Gloves NOT REQUIRED Eye !rote CHEM other Protective Clothing or Equipment NOT REQUIRED Work/Hygiene Practices FOLLOW OSHA MANDATED PROCEDURES. NEVER r.nnn f-InHRIFKEEPING PRACTICES APPLY. Ingestlon# X JL IF SWALLOWED. EYE IRRITANT. KNOWN I.A.R.C. Monograph OSHA YES NO Y AILMENTS OR 15 MINUTES. GET MEDICAL. ATTENTION. K 1-2 GLASSES OF WAT1=R. NEVER GIVE 4. GET IMMEDIATE MEDICAL ATTENTION. USE ;LATE PROTECTIVE EQUIPMENT. IF POSSIBLE, ITAINER. RINSE AFFECTED AREA THOROUGHLY WATERWAYS. HOLD FOR DISPOSAL. kND FEDERAL REGULATIONS. IF POSSIBLE, DNTAINER, IN COOL DRY PLACE. KEEP OUT OF LOSED WHEN NOT IN USE. NSURE ABOUT SAFE USE, CONTACT YOUR Mechanical (General) Special Other NOT REQUIRED N/A NIA Tian AL RESISTANT GOGGLES AT OR SMOKE WHILE WORKING WITH CHEMICALS The information, data, and recommendations contained herein are bell ved to be accurate. However, wo make no warranty of any kind whatever with respedthereto and disclaim all liability from reliance the on. .'EXECUTIVE OFFICES i 617 357 5401 03/20/98 16:00 [j :06/07 NO:045 Sani*C1enZTm Tech Data Instant Hand Sanitizer with Emollients Bec>a use'A Sink Isn't Always At Hand. Degem9ng of the hands is critical for reducing the spread of infection in many environments, but a sink is not always readily available. SaniClenz is a highly effective and fast acting hand &and= which requires no sink, water or towels. Quality Sanitizing Power An antiseptic skin sanitizer to use between regular washings that leaves hands clean and refreshed. Contains 60°/6 Ethyl Alcohol to provide excellent antiseptic and saunitization capabilities. This gel helps to prevent bacterial transfer including Pseudomonas, Salmonella and Staphylococcus. This helps reduce the incidence of nosocomial infections, making our gel an essential for the food service and health care industries. Convenient SaniClcnz is a viscous gel, so it doesn't drip or run off the hands during use. It is conveniently - packaged in a hand pump dispenser. Consider SaniClenz for the following applications: Emergency Paratnedics Police Nursing Homes Home Health Care Food Service Employees Dental Offices Manufacturing Facilities Physical/Speech Therapists Hospitals Utility workers Patient Use When Bedridden Mobile Health Care Specialists Emollients Protect And Soften Skin Physician Offices Laboratories Phlebotomists Daycare Ambulances SaniClenz emollient formulation eliminates the drying effect that alcohol alone would have on the skin. Your hands are left feeling soft and free of residues. Also helps prevent drying and chafing. �. PACKAGING MM # CASE QIUAN77T"Y DESCRIPTION SAN-6' 6 PC Case 16 oz. Bottle with Hand Pump 184 Hlgh Street, 7th Floor • Boston, MA 02110 9 Tel (617)� 300 . Fax 7) 3574401 ,,EXECUTIVE OFFICES 617 357 5401 03/20/98 16:00 (j :07/07 NO:045 SaniClenzrm Specification Data: 1. Specific Gravity - 0.800 ± .01 2. pH (conceritiated) - 7.0-8.0 3. Color - Clear 4. Fragrance - Citrus 5. Form - Liquid 6. Biodegradable - yes 7. Flash Point -106C (S0°F) 9. USDA - E4 9. Density @ 21 °C - 6.59-6.76 Lbs./Gal. 10. Contains No Phosphates 11. Viscosity - 3,500 (+) cps (@ 21 T at RPM Spindle RV4 Brookfield) 12_ Freezen haw - 3 Cycles 13. Shelf Life - 12 Months J General Directions for Use: Use no water or towel, e Apply appropriate amount of cleaner to palm. of hand. • Rub until hands are completely covered. • Agitate lightly until dry. • Let air dry for 15 seconds. • Do not rinse or wipe with towel. Caution: Keep away from fire or flame. Keep out of reach of children. Store below 95T. Eye irritant. In cast of contact, immediately flush eyes for 15 minutes. If irritation persists, get medical attention. 194 High Street, 7th Floor • f ston, MA 02110 9 Tel (817) 350-8300 • Fax (617) 357.5401 CAr PROJECT &i w I/q 5eeli an to , _RQ opo� :Pctf-l�, Ex reCS �'SKyFxpIr �P�,� LI PROJECT FICAL&2m () S 0 t Lad M L project description k&� _aG� 6 Z�rr7 date task/action follow-up start date completion date nl"" o IUD I�vJ P L or% es ot, k'1 0l J U �[Inw e�1s 4 J-� d did st '2 2 0g = G A L _A_1Q 0 l tk-e 1E E� 2 C 1- C C0 NT T i=�Sor� t f C �� l 4p. s 3 EN �Roc�s5 . 0l5 o 9v i 115 3� documents enclosed r; 4.0 Fg�IZ_ l 0 20 2+A -0 sD IA,? Lo�M ------ 6I u.e 5 ky PROJECT CONTACTS name phone/fax e-mail LSFS ai c L,.c A-Ti CW s rA O-P-o/ notes 17wu-vv iax v 2027A-00 Tax #1945-012-00-001 NW 1/4, Sec 3, T6S, USFS/VA Top of Blue Sky Basin USFS JOB NAME Range 80W, Vail Mt. Cat III Earl's Express Lift VAIL RESOR9 JOB NO. Top of Ridge Lift & Superbowl _vim; ._.�. LOCATION BILL TO DATESTARTED DATE COMPLETED / / 1M, WA WWWX MAIM J MO A /W-4111111111M,54 1 W11m, . MW/ "W22, —W - — — COST SUMMARY •TOTAL SELLING PRICE MEN 1 TOTAL MATERIAL Ed/ IF POOR -■I "• "'• _�Cos JOB FOLDER Product 277 i5 JOB FOLDER t c v-2—2000�)4A>ld.a•OL4,6,4r�.& 4 j),P q Printed in U.S.A. ,ram 2�`�14� '3 0 K' 4-o/Zi .� -%� - Recycled Content 10% Post -Consumer