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HomeMy WebLinkAboutBlack Forest Restaurant - 210108300002INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631 Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. PERMIT NO. 1 5 1 6 Please call for final inspection before covering any portion of installed system. OWNER: U.S.F.S. under permit with Vail Associates PHONE: (970) 945-2521 MAILINGADDRESS: P.O. BOX 190 Clry: Minturn state: CO Zip: 81645 APPLICANT: Pete, aur�wsk.i V4il Associates PHONE: (970) 479-3147 �rdG x, r v i e SLFF'iAZ O SYSTEMLOCATION: Bottom Of Chair 2, Vail t. X ARCE4 NUMBER: G��U/~0 LICENSED INSTALLER: LICENSE NO: 9 J— DESIGN ENGINEER OF SYSTEM: Glen Palmer, Alpine Engineering 926-3373 INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: (2) 3OQGALLONSEPTIC TANKS in a series with baffles removed. ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 75 SQUARE FEET OF TRENCH BOTTOM, via 6 infiltrator units. SPECIAL REQUIREMENTS: Install as per engineer's design. ENVIRONMENTAL HEALTH APPROVAL:" DATE: September 19, 1995 CONDITIONS: 1. ALL INSTALLATIONS MUST COMPLY WITH ALL REQUIREMENTSLFTHEEAG 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 CAUSE FOR 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: 75 SQUARE FEET. q INSTALLED SEPTIC TANK: (2) 300 GALLON n ( D GR FEET FROM SEPTIC TANK ACCESS TO WITHIN S" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLY _X YES NO COMPLIANCE WITH COUNTY/STATE REQUIREMENTS: X YES _ NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: Engineer's as builts received October 3, 1995. Installed as per engineer's design. ENVIRONMENTAL HEALTH APPROVAL: _ DATE: October 3, 1995 ENVIRONMENTAL HEALTH APPROVAL: DATE: (RE-j SPECTION IF SSARY) APPLICANT / AGENT: RETAIN WITH RECEIPT RECORDS OWNER: PERMIT FEE PERCOLATION TEST FEE RECEIPT # CHECK x 'Bl11 ack Forest Restaurant . r ISDS Permit # Building Permit I J, 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.G PROPERTY OWNER: U.S.F.S Under Permit with Vail Associates MAILING ADDRESS: P.O. Box 190 Minturn, CO 81645 PHONE:(97011 945-2521 Peter er�i - V.A. 479-3147 APPLICANT/CONTACT PERSON: Glenn Palmer - Alpine EngpHONE. 926-3373- LICENSED SYSTEMS CONTRACTOR: Ground Control - Bob Callahan ADDRESS•P.O. Box 3626 Avon, CO 81620 PHONE:845-9821 471-1185 PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION ( ) ALTERATION ( ) REPAY LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: SW 1/4'Section 8 T5 South Range 80 West Parcel Number: Lot size: Physical Address: Bottom of Chair 2, Vail Mtn. BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X)'Commercial / Industrial* Type Restaurant Hauled 'In (X ) TYPE OF WATER SUPPLY: Well( ) Spring ( ) Surface ( ) Public ( ) Name of Supplier: L. *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" � G SIGNATURE: L�&atnn-\ DATE: , .A 11� AMOUNT PAID:_. ffb b(� RECEIPTT � / DATE: CHECK 0 CASHIER: Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: September 21, 1995 TO: H&R Contracting, Inc. FROM: Environmental Health Division Eagle County Building 1'.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1516-95 Tax Parcel #210.1-213-00-008 Property Location: Bottom of Chair 2, Vail Mtn., Vail, CO. Enclosed is your ISDS Permit No. 1516-95.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 fee'1 free to contact the Environmental Health Division at 328,-8755. cc: files Glen Palmer, Alpine Engineering Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO October 5, 1995 Vail Associates, Inc. P.O. Box 7 Vail, CO 81658 ATTN: Peter Sherowski RE: Final of ISDS Permit Property located at: Chair#2, Vail Mt. Dear Mr. Sherowski, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 No. 1516-95 Parcel #2101-213-00-008. Black Forest Restaurant, Bottom of 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 328-8755. Sincerely, Janet Kohl Environmental Health Department ENCL: Information Brochure Final ISDS Permit cc: files Edwards Business Center, - P.O. Box, 97 Edwards, Colorado 81632 (970)"926-3373 • rax (970) 926-3390 :. d� k ALPINE ENGINEERING, INC. Edwards Business Center' • RO: Box 97 • Edwards, Colorado 81632 (970) 926-3373 '• Fax (970) 926-3390 :: L,A-%Xr LM A I L ENGINEERING INC Edwards Business Center OP.O. Box 970Edwards, Colorado 816320303-926-33730Fax 303-926-3390 FACSIMILE TRANSMISSION DATE -24 - 99 TIME: JOB TITLE: $LACL� Fvlp? T -VA I L. !W TN 1cf-P71C PETFe 6 6E- f-04 75 COMPANY: V A i �% GD FAX #: FROM: (o CEJt/ti ��Lil�lE� NUMBER OF PAGES (INCLUDING COVER SHEET: REMARIS:S: Please -6- VtrrJG (��a akdd t Za /Lf / YG.- D r'tCCt h,0,4 Y' ! 3 .ki A t 4vvt wit a 7a' Iv�t�G > �f14sc�e� o MPI J . v grn5 t�4/r l xelj-e - T l/"Yi Z'7, � '�l � �. - d.%GvJ L L �/ j�. � �- ���N ✓ I � !' , r � 0 ALPINE ENGINEERING INC FACSIMILE TRANSMISSION: Edwards Business Center\P.O. Box 97 Edwards, CO 81632 PH: (303) 926-3373 FAX: (303) 926-3390 Date: —S,-�-Lc`r�5 Time: % 013 Job: To: To: To: Co: Co: Fax #: Fax #: To: To: Co: Co: Fax #: Fax #: To: To: Co: Co: Fax #: Fax #: From: "-, 4:'� arm (If there are any problems concerning this fax please call Marian or Linda at 926-3373) Number of Pages (including cover sheet) Transmitted: approval as requested reviewed for review and comment for your record other Remarks: for your use ALPINE ENGINEERING, INC. Black Forest Percolation Test Results - 8/15/95 TIME HOLE #11 HOLE #2 HOLE #3 DEPTH I MPI DEPTH MPI DEPTH MPI 12:55 1.42 0.75 1:00 1.5 5.21 0.78 13.89 1.59 1:05 1.56 6.94 0.79 41.67 1.84 1.67 1:10 1.59 13.89 0.80 41.67 AVERAGE 8.68 32.41 1.66 SEPTIC SYSTEM APPLICATION FOR BLACK FOREST FOOD SERVICE & RESTROOMS VAIL SKI AREA EAGLE COUNTY, COLORADO AUGUST 1, 1995 ie =Z(t -� Prepared for: Peter Sherowski Vail Associates, Inc. P.O. Box 7 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 — Edwards, CO 81632 = 970/926-3373 = — INTRODUCTION Vail Associates, Inc. is proposing to construct a food service facility and restrooms near the bottom of Chair 2 and Avanti & Black Forest ski runs. The Devap 2000, waste conversion & reduction system, is proposed for the restroom septic system. No effluent is proposed to be discharged from the restroom septic system. The system is an odorless, waterless process that uses no chemicals to reduce human waste, and evaporate the liquid waste. The Devap 2000 is proposed for the following reasons: 1. Water supply for a flush toilet (and standard septic system) is not located nearby. 2. A vault to store sewage during winter months would be very large, and vaults have a tendency to have an unpleasant odor. 3. The Devap System has been used in the White River National Forest and Jackson Hole ski area with success, (i.e. high use, high elevation areas). The Food Service Facility is to consist of 3 compartment sink, and is expected to generate 100 to 150 gpd peak flows from the sinks. Water is to be hauled to the site on a daily basis, which will limit the amount of water that can be discharged to the septic system. It is my understanding that the sinks will be used for cleaning pots, and general clean up. If foods are to be prepared/cooked at the site which could be greasy, a grease trap should be provided. Although the Devap System can be used on residential applications (where effluent consists of toilet water, and more water from sinks, showers, washers, etc.), Alex Raycheck did not recommend discharging the restaurant effluent (150 gpd) to the Devap System. As a public restroom, a high volume of liquids are already expected to be discharged from the restroom, which have be evaporated, and Alex did not want to overburden the restroom Devap System with liquids. FLOW QUANTITY A. 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 system capacity. He has indicated that he has installed a system at the top of Jackson Hole Gondola (similar elevation, similar climate) where no other restrooms exist. He feels that the Jackson Hole system experiences considerably more use than the proposed Vail Black Forest restroom, and feels confident about its size, and operation. Apparently, a storage tank is to be constructed alongside the Devap to contain excess liquids during any periods where extremely high quantities of liquid (urine, etc.) are produced. B. Restaurant 100 gallons water is to be hauled to the restaurant daily. -150% (100 gpd) = 150 gpd peak SEPTIC SYSTEM APPLICATION FOR BLACK FOREST FOOD SERVICE & RESTROOMS VAIL SKI AREA EAGLE COUNTY, COLORADO AUGUST 1, 1995 Prepared for: Peter Sherowski Vail Associates, Inc. P.O. Box 7 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 — — Edwards, CO 81632 970/926-3373 INTRODUCTION Vail Associates, fnc: is proposing to construct a food service facility and restrooms near the bottom of Chair 2 and Avanti & Black Forest ski runs. The Devap 2000, waste conversion & reduction system, is proposed for the restroom septic system. No effluent is proposed to be discharged from the restroom septic system. The system is an odorless, waterless process that uses 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. A vault to store sewage during winter months would be very large, and vaults have a tendency to have an unpleasant odor. The Devap System has been used in the White River National Forest and Jackson Hole ski area with success, (i.e. high use, high elevation areas). The Food Service Facility is to consist of 3 compartment sink, and is expected to generate 100 to 150 gpd peak flows from the sinks. Water is to be hauled to the site on a daily basis, which will limit the amount of water that can be discharged to the septic system. It is my understanding that the sinks will be used for cleaning pots, and general clean up. If foods are to be prepared/cooked at the site which could be greasy, a grease trap should be provided. Although the Devap System can be used on residential applications (where effluent consists of toilet water, and more water from sinks, showers, washers, etc.), Alex Raycheck did not recommend discharging the restaurant effluent (150 gpd) to the Devap System. As a public restroom, a high volume of liquids are already expected to be discharged from the restroom, which have be evaporated, and Alex did not want to overburden the restroom Devap System with liquids. FLOW QUANTITY A. 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 system capacity. He has indicated that he has installed a system at the top of Jackson Hole Gondola (similar elevation, similar climate) where no other restrooms exist. He feels that the Jackson Hole system experiences considerably more use than the proposed Vail Black Forest restroom, and feels confident about its size, and operation. Apparently, a storage tank is to be constructed alongside the Devap to contain excess liquids during any periods where extremely high quantities of liquid (urine, etc.) are produced. B. Restaurant 100 gallons water is to be hauled to the restaurant daily. -150% (100 gpd) = 150 gpd peak SEPTIC TANK SIZE A. Restrooms'" The Devap System is sized per manufacturer's recommendation, and consists more of a holding tank. B. Restaurant 150 gpd x 30/24 = 190 gallons. -Use tw 300 allon tanks in series. GREASE INTERCEPTOR Provide a 300 gallon grease interceptor if greasy foods are to be cooked, or pans which may have grease are washed at the site. SOIL PROFILE HOLE/PERC TESTS A. Restrooms No soil profile hole or percolation tests are required for the restroom system, which discharges no effluent. B. Restaurant Some exploratory digging has occurred at the site to indicate suitability for septic system. A soil profile hole will be dug, and percolation tests confirmed at the site when the backhoe to dig foundations is on site. Percolation rate = 40 mpi ABSORPTION AREA B. Restaurant A = (Q/5) VT = 150/5 V40 = 190 sf 50% reduction for infiltrators = 95 sf Check Application Rate The proposed application rate = 150 gpd/95 sf = 1.6 gpd/sf Use 95 sf Use two trenches, with 3 infiltrators per trench, = 18.75 feet long each trench. Check application rate 150 gpd = 1.33 gpd 1 sf 18.75 (2)(3) SETBACKS A. Restroom The restroom Devap System does not discharge effluent to the ground. B. Restaurant The peak flow is 150 gpd, or less than 1000 gpd, so that standard setbacks apply Because of high snowmelt in the area, swales should be constructed above the absorption area to direct runoff away from the infiltrators. :'L 'y:�91o0....�"� C r ,l IN *�� 0 1 V � I ( W W N 0 o 6 o _/ If o . o o o; C7 m H c tea, Doc N d L .-i E V V 8 O E o; o ro Z C .0+ . y C V iJ!"•3 N t C T t t aCL '^ O a MCI. Cl o c Tv I `.N V ►o- a a Ri e s tl OG a/ e Io o � o Z y v a ¢ Z? 'o a E o' U 0 ti to a E M U) � ¢ O u J U Y i o �b d O T Li A OD CIE 3 roo H E A aW \� a s to c ALPINE ENGINEERING, INC. PROJECT DATE 0-3-95 - PAGE - OF PAGES NSW'�Tti ,!rp9I.; 49),�Iooio =67AU FAMT C.O. 4-�,5pe 35 PV4 2'/o MAN sc�P� ,� 'M* 40me 30O C14AU-CAJ --=O TJG GeffMovs avm rsj • 3' PPFrAR- 5�aljr/ � 6'MiN�ML)M OMA15177M TO LOVZZ A'�'FdOk/ 3 PGA/V 51,1115 KT/L w 1� Ol U- N � 4 I r t. z ZI j 2f W to W x U yz H z 0 N t� a 0 En to C x 0 a 0 x H z 0 14 U N U H �r i PLUG AND CAP ; tt 4' PVC COWPACTED 3/4- SOUM40 ROCK • e' OR 45• BENO BELL TYPE PLUG. MERE REOUIRED FLOW ,,,., •�•, � �: �: t: • 'ice ~ . r:� �A • , � • •'r � � ��• •YS . SEWER UNE. SEE \ PLAN FOR 97i 1YYE WITH 45' ELBOW (ALL BELL FITTINGS) SEWER CLEANOUT GENERAL NOTES 1. Coh[&t Alpine Engineering, Inc, at least 48 hours prior to installing any septic system improvement. 2. Compact sewer trenches to 90% standard proctor density, or per soils engineer's recommendations. 3. Compact to 95% standard proctor density, below distribution boxes. etc., or per soils engineer's recommendations. 4. Provide risers on septic tanks to finish grade. 5. Comply with all Eagle County and Colorado Department of Health regulations regrading septic system installation. 6. Provide inspection portals per Eagle County regulations. 7. Provide minimum 5' horizontal distance between trees and sewer lines and septic tanks. 8. Feld align sewer to avoid existing trees, buildings, and structures. 9. Provid 3' minimum over and 2% minimum slope and I0% maximu:m slope from building to septic tank. 2 10. Provide cleanouts at bends. IL Sewer Iine to be schedule 40 PVC. 12. Provide 6' minimum between trcnchwalls. 13. Provide 5' minimum dear horizontal between trees and sewer pipes and septic tank I4. Install infiltrator system per manufacturer's recommendations and Eagle County Health Department requirements. 15. Do not begin any sewer construction prior to notification of Alpine Engineering, Inc., Glenn Palmer 926- 3373. The septic system is also to be inspected by Alpine Engineering, Inc prior to back fill: contact Alpine Engineering, Inc. for this purpose as well. 16. The splitter tee must have equal invert out clevation(s) on all pipes Ieaving the tee. 17. We recommend that the disposal field be seeded after installation of the subsurface disposal system. A good native grass cover will promote evapotranspiration_ from the field. We recommend using a see mix such as a Foothills, Pasture, or Prairie mix, available at local feed and seed stores. These mires do not require irrigation and develop a growth 10 to 15 inches high. No automatic sprinkler system should be installed above the disposal field. 18. The owner must realize an onsite sewage disposal system is considerably difTerent from public sewer services. The Owner must be aware of and assume the responsibility for continued maintenance of the system. We recommend the pumping of the septic tanks at the end of the first year of use to monitor sludge accumulation and at a minimum of every two years afterward. There are also daily considerations, such as not putting plastic or other nonbiod dable material down the sewage disposal-�c system. Also, water use must be carefully monitored toilet a not allowed to run when seals malfunction. To illustrate the point, it should be noted rng toilet will consume in excess of 1000 gallons per day if allowed to run. Excessive loading (such as running toilet) will flood and irrevocably harm the system, and stress the onsite well. 19. Provide minimum 10' separation between water and sewer lines, or encase per Colorado Department of Health Regulations. 20. Provide two ties to sewer cleanouts, septic tank, and absorption trench corners, as required by Eaele County for as-builts. 21. Septic system approval is conditional upon receipt of as -built information. le, SEP � � 1995 ALPINE ENGINEERING, INC. ���n;°,9,, �`',' Y August 31, 1995 Mr. Ray Merry Eagle County Department of Health P.O. Box 179 Eagle, CO 8i631 . RE: Black Forest, Individual Sewage Lear R.ay. Post -if Fax dote 7671 Date � � c�� ��► T From Co./D41, cc). Phone # Phone # Fax 8 '7s Z id _ ,.} Fax # G� • S - � O Permit Application Amendment Alpine Engineering is hereby amending the abovreferenced application. In order to meet building code an employee bathroom was added to the restaurant ' design. which includes a toilet and hand sink for two employees. Total daily flow quantity expected to the septic system is: 100 gallons water. to be hauled to the site daily .30 gallons from employee bathroom (2 employees x 15 gpd/employee) 1.5 peaking factor x 130 gpd = 195 gpd tank size: 195 gpd x 30/24 = 244 gallons The design submitted calls for a 300 gallon grease trap followed by two 300 gallon septic tanks in series. This design is sufficient to accor odate the additional employee bathraam facilities, no change in the septic system design is required. If you have any questions concerning this amendment, please do not hesitate to call me. I. Sincerely, ALPINE ENGINEERING, INC. ' . j Linn Schorr Environmental Engineer cc: Peter Sherowski Edwards Business Center • F0, Box 97 • Edwards,Colv�do 81632 • (970) 926-3373 Fax (970) 926-3M Edwards Business Center - P.O. Box 97 - Edwards, Colorado 81632 - (970) 926-3373 • Fax (970) 926-3390 SEPTIC TANK SIZE A. Restroom"s' The Devap System is sized per manufacturer's recommendation, and consists more of a holding tank. B. Restaurant 150 gpd x 30/24 = 190 gallons. -Use two 300 gallon tanks in series. GREASE INTERCEPTOR Provide a 300 gallon grease interceptor if greasy foods are to be cooked. or pans which may have grease are washed at the site. SOIL PROFILE HOLE/PERC TESTS A. Restrooms No soil profile hole or percolation tests are required for the restroom system, which discharges no effluent. B. Restaurant Some exploratory digging has occurred at the site to indicate suitability for septic system. A soil profile hole will be dug, and percolation tests confirmed at the site when the backhoe to dig foundations is on site. Percolation rate = 40 mpi ABSORPTION AREA B. Restaurant A (Q/5) VT:= 150/59 sf �5 50% reduction for infiltrators = sf 4?5vmev 16-Z4-ti5 Check Application Rate The proposed application rate = 150 gpd/95 sf = 1.6 gpd/sf Use 95 sf Use two trenches, with 3 infiltrators per trench, = 18.75 feet long each trench. Check application rate 150 Rd = 1.33 gpd Isf ' 18.75 (2)(3) SETBACKS A. Restroom The restroom Devap System does not discharge effluent to the ground. B. Restaurant The peak flow is 150 spd, or less than 1000 gpd, so that standard setbacks apply Because of high snowmelt in the area, swales should be constructed above the absorption area to direct runoff away from the infiltrators. 565 &AUP" »�cY /5/ c.o 4.:SGg 35 YVG CO 2'/o M«/ sco wa �M/N GOVE/Z 3w CAA ut0ij --Co' IG Cgvvl/s avrm-rs) C.o, Z1N5PrcTID* Pop 31 �'mwlItt u)04 WA*/nO, 727 3 A'�Ro�v oiler 2�/NF/tTG'�TToe r IGHE�� 3 UAII75 /8, 75lz,!!::?V,!f- � Goo I-oc4riO fE� 2N� S�v L-E- 5o/L �iPP '!LE f>� LocTlo�tJ f �evg-Zy�ls 57 P7 /C 5YSrEM� �G�I/ SGiI I�fT/G. w N _ __. ____ __ —� - �....���.....v. �va.aaay. aaa ..)✓cvc v}IIIIC II I. •T! 1 AJLPiNW darazY}s Brasirteas�ntt>'.. - = Box 97 XML _ , Wwards, co 81632 GINEEFt! ilaiC Pli. (303) 926-1373 FAX:. (.303) 426-3390 FACSEW F, TRANSMSSION. Date-- Ti M 0.- .fob: To: Ter: C6: Fax #: -- — Fax #: - c W Fax #a -- Fax # t Tee: � To: _ Fax Fax #. (If them are any problems wreerming this fIX PIrasc IleMarian or Linda at 42&3373)� Number of des (including Oves sleet)_ � Transmitttal6 i�ppccry as regtd reviewed for yr use for review 4nd eomnlOnt for your record other I Ly lie Y e llip III a I] L, fT Z ALPINS ENOINF-EkIN . INC. MAI L I-NOM "ING INC I FAwrards Hnsieess Center QP.®. $vx 97a&lwards, Colo ado g ] 6320303.926-3373��a� 30g_ _3390 FACSii ME TRANSMSSION 5-6X4 A 0170. " -- -' .�.•- c.>v.>�>,aot.vi—il..ci11IIIIUIIttiJ't9EVL'1iTF'l❑1@n2�fP 4 SEPTIC SYSTEM AIPP'I.,ICATION FOR ]BLACK PORES' FOOD SEPWIC` E & RESTROOMS VAIL 5JU AR -EA' EAGLE COUNTY$ COLORADO AUGUST 1, 1995 0- . 'Z� Ympared for: Facer Sherowski Vail AAssmiates, jnc. P.O. Sox 7 Vail, Co 81054 PrePred b}r. Alpine EmSineering, lot. P.O. Box 97 Edwards, Co 816321 -- --•��.�.�...�.cv.��.vunuuni�yveveiopment:t� b V .f`er a rc Vail Ass"Iffites, Inc is proposing 70 construct a food service facility and restroarrms near the bottom of Chair 2 and Avarnti & Black Forest ski runs. Tbo Devap 2000, waste conversion de reduction systarn, is propmed for the restmom septic system. No effluent i$ proposed to be dischuged from the restronrn septic system. The system is an odorless, waterless prtacess that uses rio chemicAs to rreducd human waste, and evaporate the liquid waste. The Devap 2000 is proposed for the 4110wing reasons: 1. Water supply fora flush toilet (and standard $eptio system) is not boated nearby. 2. A vault to stare sewage during winter months would be very large, and vauCts have a tendency to have an unpleasant odor. 3. The r)evap System has beers used in the Wlaita River ]Motional Forest and Jackson Hole ski area with s'ucrosz, (i.e. high use, high Elevation areas). The Ford Service Facility is to Consist of 3 campartme»t sink, and is expected to generate 100 to ISO god peak flows farm the Sinks- Water is to be hauled to the site gn a daily buis, which will limit the agrount of water that can be discharged to the septic system. It is my understanding that the sinks will be usod for cleaning pots, and general clean up. If foods are to be prepsrcd/caoked act tYte site which could be greasy, a grease trap Should be provided. Although the Dever System can be used on residential applications (%%,here effluent consists of toilet water, and mare water from sinks, showers, washers, etc.), Alex:Rs check did not rerammend discharging the restaurant efnueat (I50 Spd) to the Devap System, As a public res.troom, a thigh volume of UgUidg are already expected to be disch ed froxn the restmorn, Which have be evaporated, and Alex diet not want to overbuTft the restrmm Devap System with liquids. . im.Q ttr The Devap SYstesn does not use water to flush toilets. the restroom is to be open to.tbe "public" (using the ski errs), I have cantatcted Alex Ra3vheck who sells the Devap System 500-524-1097) to inquire 6n sizing and system capacity, He has indicated that he hss installed a system a1 the Lop ofJackson Hole Gondola (similar elevation, similar alimate) where no Other restMOM exist. He feels that the Jackzon MoYe system expwien= considerably more use than the proposed Vail Black Forest resbWm. and feels confident about its size, and op"jon. Apparently. a storage tank is to be constructed alongside the Devap to contain excess liquids during any periods whCM =Vernely high quantities of liquid (urine, etc.) are produced. 100 gallons water ie to be hauled to the restaurant daily. -150'10 (100 .god) = 150 god pfAk ___ __ __ __ - vvvv�..�.�,ai.wVluL311lif IyLCY1110�R1 f'. Ili +'IF b AMAIZE A. Restroom The Devap System is sized ger Manufa,� holding tank, tuterrs rewnpmcritfatiom, and caesis!s more qg� Bestavrant 150 spd x 30124 190 gallon s. -Use Mo 300 gallon tariks in series. MASE Yrdu Re PT a Provide a 300 gallon Smase intereeptor if greasy foods are TO be cookedor pans which may hsve grease are WAh.cd at the .site. SD})[lL, MULE ROMPER A. RegrooMI No sail profile Male or percolation, tests are required for ahe r+estroom system,, which discharges no effluent. .. Restaurant Some exploratory di im$ has occurred at the site to indicate suitability fbr septic. system. A sell prnfile hate will be du& ;�Ad percolation tests acnfirmed at the site whon the beckhoe to dig foundations is on site, lsemalation rate ;m Ao mpi "S12 QNAMA A = (Q/5)v/T 15W34sf 50% raduction for LTIiitrOOM .. of u+IWV f-24-9f5 k_Aate The M- applicnior, rate 6 150 gpd/95 sf � l .6 Spdisf . Use 95 sf Use Mo tren&cs, vvith 3 in!rIltrators per tren�tt, .., feet low f trerlc.h. check '' tian rat gra p d = i .:3 �Pd ,si ,9.4-CKS The restroom Devsp System does riot discharge CMUant to the ground. The poak flow is 150 gpd, Or 165 than 1000 gpd, so that standard setbacks apply 13eea.use of high snownleit in die arm, SIMAIds should be canstructed above the absorption area to direct runoff away from the iniilltdrs. ------- —11 ..uu..... y vo v e i a{>>u e n 6, if 7 Coo. WOOF rmomwm AW� d e.,Or #�-Soo -35; me Q ,f "fulw 4�owpr, &V "ua u O C' rA" to"*Ioo toy Amra-s) JN ! 7'joq cwvr�,_,c�tmyr—ri, uInln llnl 6yll@v4:., iUpmen L+s41V „i�lo—yo --/1 14-4 -'9101-al3-`00-0aj .SOB NAME. Bottom of Chair 2 USFS, VAIL ASSOC Vail Mountain ^ ' "Black Forest” JOB NO. JOB FOLDER Product 278 ®4 NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 01471 Printed in U.S.A. JO.�. FOLDER INDIVIDUAL SEWAGE DISPOSAL SYSTEM PERMIT EAGLE COUNTY ENVIRONMENTAL HEALTH DIVISION p-e- P.O. Box 179 - 500 Broadway • Eagle, Colorado 81631i Telephone: 328-8755 YELLOW COPY OF PERMIT MUST BE POSTED AT INSTALLATION SITE. Please call for final inspection before covering any portion of installed system. RETAIN WITH RECEIPT RECORDS PERMIT NO. 1517 APPLICANT / AGENT: PERMIT FEE PERCOLATION TEST FEE OWNER: RECEIPT # CHECK # Q Black Forest Restroom ISDS Permit Building Permit I 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.Ci PROPERTY OWNER: U.S.F.S Under Permit with Vail Associates MAILING ADDRESS: P.O. Box 190 Minturn, CO 81645 PAONE•(970) 945-2521 Peter Sherowski - V.A. APPLICANT/CONTACT PERSON: Glenn Palmer - Alpine EngPHONE: 926-3373 LICENSED SYSTEMS CONTRACTOR: Ground Control - Bob Callahan ADDRESS: P.O. Box 3626 Avon, CO 81620 'PHONE: 845-9821 471-1185 PERMIT APPLICATION IS FOR: (X) NEW INSTALLATION ( ) ALTERATION ( ) REPP_r LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: SW 1/4 Section 8 T5 South Range 80 West Parcel Number: fQ /-`Z/�j pU -Q(� d Lot size: Physical Address: Bottom of Chair 2, Vail Mtn. BUILDING TYPE: (Check applicable category) ( ) Residential / Single Family Number of Bedrooms ( ) Residential / Multi -Family* Number of Bedrooms (X)'Commercial / Industrial* Type Restroom N/A(X) TYPE OF WATER SUPPLY: Well( ) 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: C5 M5 A -MOUNT PAID • L f � (� i RECEIPTr# Lob b DATE CHECK #5/'� CASHIER: Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO December 12, 1995 Dear Applicant, Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 81631-0179 The Environmental Health Division would like to notify you to make a formal request to extend your Individual Sewage Disposal System(ISDS) Permit #i6-0-4 into the 1996 construction year. The Environmental Health Division discontinued percolation tests on November 15, 1995 and final inspections on December 2, 1995 due to climatic conditions. ISDS permits are active for 120 days after the date of issue if no Building Permit has been issued for the same property. If a Building Permit has been issued for the same property the ISDS will expire at the same time as the building permit. If you still plan to apply for a Building Permit this year or in the early months of 1996 you will need to have a percolation test conducted before your Building Permit will be released. You will have to contact a Registered Professional Engineering(RPE) firm to conduct your percolation test. If you have had your permit issued and have not had your final inspection completed, but plan on constructing the system in the next few weeks, please give our office a call and we will evaluate your permit on a case by case situation. Please give the Environmental Health office a call at 328-8755, if you have any questions regarding your permit extension process. cc: ISDS Permit .;;f :muniiy Developmenr Deparrmenr `9701328-8730 Fax: ,9/0) 328- 185 j lD: 70! J i_879/ EAGLE COUNTY, COLORADO June 19, 1996 U.S.F.S. P.O. Box 190 Minturn, CO 81645 EaWc County' l t!riuin °.O. 13ox RE: Final of ISDS Permit No. 1517-95 Parcel #2101-213-00-008. Property location:Bottom of Chair Lift 92, Vail Mt., Black Forest Restroom Facility. Dear Mr. Sirs: 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 328-8755. Sincerely, Janet Kohl Environmental Health Department Eagle County Community Development ENCL:Information Brochure Final ISDS Permit cc: files Peter Sherowski, Vail Associates, Inc. Community Development Department (970)328-8730 Fax: (970) 328-7185 TDD: (970) 328-8797 EAGLE COUNTY, COLORADO Date: September 21, 1995 TO: H&R Contracting, Inc. FROM: Environmental Health Division Eagle County Building P.O. Box 179 500 Broadway Eagle, Colorado 8163 1-0179 RE: Issuance of Individual Sewage Disposal System Permit No. 1517-95 Tax Parcel #2101-213-00-008 Property Location: Bottom of Chair 2, Vail Mtn., Black Forest Restroom Facility. Enclosed is your ISDS Permit No. 1517-95. 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 Biological Mediation Systems, Inc. SEPTIC SYSTEM APPLICATION FOR BLACK FOREST FOOD SERVICE & RESTROOMS VAIL SKI AREA EAGLE COUNTY, COLORADO AUGUST 1, 1995 Prepared for: Peter Sherowski Vail Associates, Inc. P.O. Box 7 Vail, CO 81658 Prepared by: Alpine Engineering, Inc. P.O. Box 97 Edwards, CO 81632 970/926-3373 — INTRODUCTION Vail Associates, Inc: is proposing to construct a food service facility and restrooms near the bottom of Chair 2 and Avanti & Black Forest ski runs. The Devap 2000, waste conversion & reduction system, is proposed for the restroom septic system. No effluent is proposed to be discharged from the restroom septic system. The system is an odorless, waterless process that uses 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. 2. A vault to store sewage during winter months would be very large, and vaults have a tendency to have an unpleasant odor. 3. The Devap System has been used in the White River National Forest and Jackson Hole ski area with success, (i.e. high use, high elevation areas). The Food Service. Facility is to consist of 3 compartment sink, and is expected to generate .100 to 150 gpd peak flows from the sinks. Water is to be hauled to the site on a daily basis, which will limit the amount of water that can be discharged to the septic system. It is my understanding that the sinks will be used for cleaning pots, and general clean up: If foods are to be prepared/cooked at the site which could be greasy, a grease trap should be provided. Although the Devap System can be used on residential applications (where effluent consists of toilet water, and more water from sinks, showers, washers, etc.), Alex Raycheck did not recommend discharging the restaurant effluent (150 gpd) to the Devap System. As a public restroom, a high volume of liquids are already expected to be discharged from the restroom, which have be evaporated, and Alex did not want to overburden the restroom Devap System with liquids. FLOW QUANTITY A. 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 system capacity. He has indicated that he has installed a system at the to of Jackson Hole Gondola (similar elevation, similar climate) where no other restrooms exist. He feels that the Jackson Hole system experiences considerably more use than the proposed Vail Black Forest restroom, and feels confident about its size, and operation. Apparently, a storage tank is to be constructed alongside the Devap to contain excess liquids during any periods where extremely high quantities of liquid (urine, etc.) are produced. B. Restaurant 100 gallons water is to be hauled to the restaurant daily. -150% (100 gpd) = 150 gpd peak SEPTIC TANK SIZE A. Restrooms'" The Devap System is sized per manufacturer's recommendation, and consists more of a holding _tank. B. Restaurant 150 gpd x 30/24 = 190 gallons. -Use tw �_10 allon tanks in series. GREASE INTERCEPTOR Provide a 300 gallon grease interceptor if greasy foods are to be cooked, or pans which may have grease are washed at the site. SOIL PROFILE HOLE/PERC TESTS A. Restrooms No soil profile hole or percolation tests are required for the restroom system, which discharges no effluent. B. Restaurant Some exploratory digging has occurred at the site to indicate suitability for septic system. A soil profile hole will be dug, and percolation tests confirmed at the site when the backhoe to dig foundations is on site. Percolation rate = 40 mpi ABSORPTION AREA B. Restaurant A = (Q/5) VT = 150/5 V40 = 190 sf 50% reduction for infiltrators = 95 sf Check Application Rate The propos6d application rate = 150 gpd/95 sf = 1.6 gpd/sf Use 95 sf Use two trenches, with 3 infiltrators per trench, = 18.75 feet long each trench. Check application rate 150 gpd = 1.33 gpd 1 sf 18.75 (2)(3) SETBACKS A. Restroom The restroom Devap System does not discharge effluent to the ground. B. Restaurant The peak flow is 150 gpd, or less than 1000 gpd, so that standard setbacks apply Because of high snowmelt in the area, swales should be constructed above the absorption area to direct runoff away from the infiltrators. x r. � • \� ` � .., Tom' ` 1 r� ,��• \ , , i / to 0 fit Ld LL 00 22 ,`�-- (i12 uu to r 104 1.0,a//• r CL cl o m m o c � •• �c 1 yIx -- , Yo �•4ci � � t% F Z O � N � �� • ( i E t— 7 N `O •�• _)YI '� 3 $ Q 0 a U r � E 0 U7 1 ono lr_ w d 'C _ l `n cx Ix ��\�\�MM\ DATE ALPINE ENGINEERING, INC. PAGE OF PAGES PROJECT uJuAlION: MINNEAPOLIS, NR1'ClNESOTA ELEVATION: 800 FEET Tersigned,ind Engineered Specificdtly for PUBLIC RESTROOM FACILITIES MONTHLY AVERAGE (DAY/NIGHT) EVAPORATION (GAL.) 3 - ■ NIGHT 2= ■ DAY 0_ .' W Q tL Q n D W U Q W MONTHLY AVERAGE (24-HOUR PERIOD) EVAPORATION (GAL.) u. ¢ w U O w Q 0 Z 0 SAMPLE PROGRAM: Minimum CFM required-112 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 2000TM 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. No Costly Pump -Outs • No Chemicals • Year -Round Use AIR OUT TOILET CHUTE 0 _t TOP ACCESS DOOR BOTTOM ACCESS DDOR 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 0 1993 Biological Mediation Systems HOW THE SYSTEM WMRKS .,,..mr, THE DEVAPTM 2000 IS A HUMAN WASTE REDUCTION SYSTEM -` THAT HAS A PRIMARY DESIGN FUNCTION OF ELIMINATING LIQUID. The DEVAPTM 200"as been designed to achieve.:" "an 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 DEVAPTM 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. '- The engineered ventilation system is designed to regulate the amounfof 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 DEVAPTM 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 DEVAPTM SYSTEM prevents liquid from entering the clean -out area. Two interior service tools, an interior- light and viewin& ports, 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 -quality buildings 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. - - / AIR OUT ------------------= • - BOTTOM ACCESS D Biological Mediation Systems AND SERVICE AREA BIOLOGICAL MEDIATION Waterless SYSTEMS, On -Site Waste _. INC Conversion Technology PO Box 8248 970-221-5949 Fort Collins, CO 80526 1-800-S24-1097 Fax 970-221-S748 MODEL FWS01 & FWS02 Automatic Freshwater Spray Mist System * 30 or 50 gallon storage tank * One self priming pump Positive displacement 3 chamber pump with check value Motor thematically protected; adjustable automatic shut off * "SHLR GUARD" twist on, in line pump filter, transparent and easy to check and clean. . * . 5-flexible spray heads with individual filters * Solid state programmable timer 50 Gallon tank size: 23" x 36" 30 Gallon tank size: 21 " x 31 " - The internal section with the spray heads and in -line filter are pre -assembled. Assembly of 1/z" PVC from the storage tank to the pump and the DEVAPTM 2000 is field assembled. ...____ b.lULUUlUAL. MEDIATION SYSTEMS FRESH WATER SPRAY SYSTEM MODEL F WS02 ._ MOM= PLTfOOO ON XYL , ' Y • _. �� F�Or'Qt CdhEA7E3t 0 C7 D 7RE� R31!• PVW SKV r Ati 1/? rYC 7. PUMP; POSTNE DISPLACEMENT 3 CK4ASER 12/24 VOLT DC waH A0.IUSTABLE 91UT OFF, SELF PRIMING, CHECK VALVE AND PRESSURE SwTfC K 2. AC/DC CO VErr)g! MODEL NUMBER CVR12 3 ;:TORAGE TANK' LOCATED N THE BtiSEYENT. TtiE TANK 5 FILLED FROM THE UPPER AREA OR STORAGE RDOM. TO PREVENT CLOWINO THERE ARE FOUR FILTERS THROUGHOUT THE SYSTEM, ONE AT THE BOTTOM OF THE TANK AND THREE ARE LOWW N THE DISC"RGE LINES. W auDN S7DRAG: TANK - 4. SPRAY HE.&M `.PRAY HEADS EVDILY D15TiaBU E FRESH 11l47ER OVER THE SURFACE AREA ON THE AWN CpAUS>"i2, THE SppAY HEADS ARE TO BE ATTACHED TO FLEXIBLE CONNECTIONS TO PREVENT D►MADE IN THE EVENT THAT THEY ARE HIT WN THE nTVM TOOLS S. S ETDa ClEk MNC crcMt— PROHDED WITH THE SYS U IS 6. OF HOSE kO SPRAY NOYZFI FOR CLE~ SERVICE TOOL BEFORE R IS RE ANO FROM TANK. TKS COWM " AN ON AND OFF VALVE AND CAN BE TURNED ON BY USNO THE OVER RIDE SWITCH IN THE PROGRAMW aX TimoL Wat [staft:.L t1i0�10 WE: tt/W93 BIOLOGY.AL MEDIATION SYSTEMS NOTICE *rLc BIOLOGICAL WASTE " Domum WOFUkTM awma w a CONVERSION SYSTEM OMDOM rtie Dmaspoemm OF &M LL °Y " MODEL 2000 INlLStl Lm Tp aniola, oR Orwm Vfi Is r n � �tt S W W • ti Z L d Q J \ Li k ' O 3 C C C m Li y p Z W Q W O V N tQQOLQW O Iti W ~ Ln CC Ix L! W Fw.HVVZ UUIx Kr r- CC cc W F-F-�XN 0o }W Cpavlr=- QQts WZ VUQQ LL a —0 �Ln6cc Ob8xXo U-_zs'avi gD0XX� O U-'��W Y NNw `Z z ►'FX�O W W V W �. OOL- � 0 i.ioO yl NOp�Oi = Vi _ DI 3.: a.ze ].2 c U R. R E. 1! T A M r � s 2.35 2.9 2.85 c u R R E N T A M r s 0 10 20 30 40 PRESSURE test) © 7 NotiAs ■ 4 Nout.s SHURFLO PUMP MODEL 8000-941.250 DIOLOGICAL MEDIATION SYSTEMS. INC. 0 10 20 40• PRESIVR[ IPip © 7 NOttkf 5 Nott4t BIOLO(;ICAL M'DIATION SY.S'TE'MS, INC. Waterless On -Site Waste Conversion Technology PO Box 8.'48 1-800-524-1 A97 Fort Collins, CO 80526 Fax 970-221-5748 REFERENCE LIST JOHN COI .LINS U.S. PUBLIC HEALTI I SERVICE BILL STt CKEY CITY OF COLORADO SPRINGS COL.ORADO SPRINGS, CO BOB BRt CF COL.ORADO STATE. PARKS DENVER CO DARYL I tARTUNG MO STATE PARKS LEBANO N, MO JOHN BkUNER WY STA CE PARKS CHEYENNI , WY DON C1 _ YMER CITY 01 AURORA, CO/PARKS AND RECREATION GENE KKANING CITY OI- LONGMONT, COMAMS AND RECREATION 303-969-2922 719-578-6579 970-791-1957 417-532-7161 307-777-6235 970-695-7200 970-651-8446 307.731)-2659 JACKSO N, WY 602.556-7478 SHAN1` UN CLARK U.S. FOREST SERVICE, COCONINO NATIONAL FOREST FLAGS rAFF, AZ �° -- Mr4unr..w a/..1Vj3hK U.S FOR t Sr SERVICE, TONrO NATIONAL. FOREST PHOENI X, AT.. ROGER kNI)ERS0N/GENF SMITH U.S. FOREST SERVICE, KAIJ3AB NATIONAL FOREST WILLIAMS, AZ WARRE= y BROWN TRI-001 Wry HEALTH DEPARTMENT ` CRAIG %SANDERS JEFFERS()N C()iJNT'Y HE ALIM DEPARTMENT TOM T< ►RREyS SAN JIJ NN NATIONAL. FOREST DURAN 60, CO MIKE E i:AK COLOR ADO STATE: PARKS MONTROSE COLORADO RICK HENRY SALT I AKE COtJN'I'Y PARKS DEPT. UTAH DAVE FRLENBAC[i FOREST SFRVICF TECI I & DEVELOPMENT CENTER SAN DIMAS, CA 602-225-5319 602-635-8235 970-220-9200 970-232-6301 970-247-4874 970-249-7983 801-370-8600 CELL PHONE 801-376-9205 BRIAR COOK RETIRI'l), FOREiSi' SERVICE TECH k DFVF.LOPMFN'I' CENTER ADDI'+-IONAL RE FERENCFS UPON REQUEST 909-599-1267 904-271-0792 awa n•.v�.auv)�. awaMa uav�v + nv, w�vrw• +wwr+�v«, + •nw v • v.... City of Colorado Springs, Colorado System Conditions: System had been in operation for one use season (approximately April through October); system had, not been used since the park was closed the -=-previous fall. Samples collected at time of first removal of solids from the system. 5Mpling 1Vlethod: Five core samples were collected from the finished compost material to be removed from the system, The samples were collected on April 27, 1995 and analyzed on April 28, 1995. Test Results: Sample Location Number 1 2 3 4 5 Fecal Coliform (CFU/0 <3 <3 <3 <3 Percent Moisture 3475 Plymouth lioad, PO HIIX 130141), Atto ATM)r, Mir-higan 4KI1:101-111 t15A Toll 1• nn): Atli)•NSF-MAHK Trkhthutu•: 313 7(i1)•8010 FAX: 31 3•.69 Qltw) AUG-01-1995 04:01 3032215748 35 33 36 34 36 I n d u s t r s a l �On ME I DES Analysis Report to: Biological t-diatiop 1635 slut Syuce. Suite 2011 Fort collies c0 10524 THE INDUSTRIAL LABORATORIES COMPANY ComPNI� Comuftin� Chemftlry Senfce B�cterfoia�fcaf d An�lyflc�l Yi>i1fn� 1450 East 62nd avenue P.O am 16M Denver, Colorado 802/6 003) 287-9691 FAX (303) 287-0964 116133 Date Received: 03123194 Date Repotted: 01121/14 r Afro: 1ler Rachak Customer P.O.: Lab punier Samplt Description 4est Results quits Date loaltted Fl ....... ..................... 1194102212 Wood Np Sample 1 ?teal coliform - M?l< 1 20 Npi11009 03/23194 US 9 All samples were from resttoom number 3 at the lutcra Reservoir. 1194102213 stood coip Sample 2 Fecal coliform - "I 1:.94102:14 Rood clip sample 3 heal coliform - 11?i 1:94102215 Mood clip Sasp'.e 4 ?real coliform - OR 1.94102211 Wood f 9ip Satap)e 5 fecal coliform - li?1 ( 20 XH/1009 03123/94 RXs t 20 011/1001 03123/94 W 20 I1p1/1009 03/23194 US < 20 M/1001 03/231H 1MS y' ':ame: 1. li:3iaaer. P1>D. ' P*044 a efthow arrie« seknowNap« Mrn+s sn0 eonduong on tl+s nwr« dd. snd.eknowUd0aa awe s,.r sn p.n or or. orow .. _.. r .awwlns ere.w.. r mAoul �bt�IninQ prlm w/aMn am* mko" RUG-01-1995 04:03 3032215748 S2% P.O5 i n d u s t r i a RATOR'ES Analysis Report To; Biological Wiatlon 163S Blue Spruce, Suite 2011 Fort Coll ins CO 80524 NIN111119111, THE INDUSTRIAL LABORATORIES COMPANY Compiele Conwhin$ ChemislryService Bacteriological A Analylid Testing 1450 East 62nd Avenue P.O. Box 16207 Denver, Colorado 00216 (303) 287-9691 FAX (303) 287-0964 BI6133 Sample taken, trot the Boat Ramp Facilitf, Oaioa xeserroir, Longmont Date Received: 01106194 Date Reported; 01/ 11 j 94 4 Vo9mOr P.O-* Lab Fo. Sample Description test .__...__.....__... Result ...`. units -._.8._ •• IL94140176 Samplt # 1.-............................r Fecal colifarm liFl( 2 NPX1140mG••. IL14100177 Sample # 2 Fecal coliform - BPI ! HPB1104mL IL94100171 Sample # 3 Fecal coliform - IIPB c 2 1{Pi4J144aL IL94100171 Sample # 4 ?teal coliform - BPI c 2 XF111003L IG94100180 Sample t S Fecal eoliform • 7d # 2 RPI114036 v I Japes�ics�c9ar, rila. Receipt 0 analysts servkes ocknowbdpea tt►` and aondittor+a reverse aide and a obtai odpes o!t the are pwj ot this WrIllan a thorls� on. der. this rely h not to be roprodnoed in eekei or 1n part for adMUatnq pU►Poses wlthot obtsMtno Pr .. ?aAts J�. �l�rCager, P}lfl. IJ tarns and oondltbna a1 ft reverse side and ACknow"911 Nit then aro Ps" of "S Ord*(.' Receipt of "yoIg services seknow"## I _ _ J...../_la...+I.rwa wilbot obl"D prior written avowlsstion. ALJG—G11-1995 Md: G17 <rw-7^»4 rnen P.03 NSF International Finished Compost Test Results Comoanx: Biological Mediation Systems, Inc. Model: 2000 W/DEVAP SystemTM r Test Location: North Slope Two, Crystal Reservoir, Pike's Peak City of Colorado Springs, Colorado System Conditions: System had been in operation for one use season (approximately April through October); system had not been used since the park was closed the previous fail. Samples collected at time of first removal of solids from the system. Sampling Method: Five core samples were collected from the finished compost material to be removed from the system The samples were collected on April 27,1995 and analyzed on April 28, 1995. Test Resul Sample Location Number_ Fecal Coliform (CF M Percent Moisture 1 <3 35 2 c3 33 3 Q 36 4 <3 34 g d 36 347.$ Plynccncth K4wc1. PO Itu: I3014t lttw ArluDr. Mkidvun 4?;11:10140 USA TellFKV--lw-NSF•MAIIK TvIgIunu-31:1.7(*8010 FA\:'i13-T- 11110..1 AUG-01-1995 04:03 3032215748 82% NSF International Finished Compost Test Results Company: Biological Mediation Systems, Inc. Model: 2000 W/DEVAP SystemTM Test Location: North Slope Two, Crystal Reservoir, Pike's Peak City of Colorado Springs, Colorado System Conditions: System had been in operation for one use season (approximately April through October); system had not been used since the park was closed the previous fall. Samples collected at time of first removal of solids from the system. Sampling Method: Five core samples were collected from the finished compost material to be removed from the system. The samples were collected on April 27, 1995 and analyzed on April 28, 1995. Test Results: Sample Location Number 1 2 3 4 5 Fecal Coliform (CFU/a) <3 <3 <3 <3 <3 Percent Moisture 35 33 36 34 36 3475 Pl mouth Road, 110 Box 130140, Ann Arbor, Michigan 48113-0140 USA Toll Free: 800-NSF-I�1ARK Telephone: 313-769-8010 FAX: 313.769-0109 Biological Mediation Systems Inc. LOCATION: EAGLE, CO ELEVATION: 6497 g- 6 4 2 0 2 Q MONTHLY AVERAGE DAY/NIGHT EVAPORATION (GAL) M NIGHT M DAY MONTHLY AVERAGE EVAPORATION (GAUDAY) m ¢ m > 2 -j C7 a F- > U Co m Q N UU Z p M 0 MINIMUM CFM REQUIRED = NOD �p �i N A W a� W 44 H 0: 0, A �a a H O N 0, O EEi w U O W N cCc4[* ¢ z �AV-� 2AOaw A -J 0 F-- coc50wC/) m2U) AVERAG TEIMPERATURE AND) H. L IIDIT MONTH DAY NIGHT HUMIDITY JAN FEB MAR APR MAY JUKE DULY AUG SEPT OCT NOV DEC ..................................... ..................................... ELEVATION. WOULD THE RESTROOM FACILITY HAVE FULL SUN ALL DAY? IF NOT PLEASE EXPLAIN: AC OR DC POWER GREYWATER/LAVS, SHOWER OR OTHER: WINTER, HIGH ELEVATION OR OTHER SPECIAL APPLICATIONS, PLEASE EXPLAIN: ................................................................ DAY USE OR CAMPING SITE TYPE CAMPING OR PARKING UNITS *PEOPLE AT ONE TIME SPECIAL APPLICATIONS OR CONSIDERATIONS: *PAOT/UNIT TOTAL *PAOT 4/95 2 ©All rights reserved. BIOLOGICAL MEDIATION SYSTEMS, INC. USAGE CALCULATION WORKSHEET PROJECT: SAMPLE WEEKEND % 35.00% WEEKDAY % 65.00% EST. USAGE 3.5 WEEKEND ESTIMATED DAYS & ESTIMATED ESTIMATED TOTAL GENERATED MONTH NO. VISITORS HOLIDAYS NO. VISITORS WEEKDAYS NO. VISITORS USES WASTE/GAL JANUARY 1,000 10 350 20 650 3,500 233 FEBRUARY 1,000 9 350 19 650 3,500 233 MARCH 1,000 8 350 23 650 3,500 233 AP R I L 1,000 10 350 20 650 3,500 233 MAY 5,000 9 1,750 22 3,250 17,500 1,166 JUNE 12,000 8 4,200 22 7,800 42,000 2,799 JULY 10,000 12 3,500 19 6,500 35,000 2,332 AUGUST 10,000 8 3,500 23 6,500 35,000 2,332 SEPTEMBER 4,000 10 1,400 20 2,600 14,000 933 OCTOBER 2,000 9 700 22 1,300 7,000 466 NOVEMBER 1,000 10 350 20 650 3,500 233 DECEMBER 500 10 175 21 325 1,750 117 TOTAL 48,500 113 16,975 251 31,525 169,750 11,312 CAMPGROUND VISITORS - 35.00% CABIN VISITORS - 5.00% DAY USE VISITORS - 59.00% BIOLOGICAL WASTE LOADING & REDUCTION CALCULATION USAGE: 169750 SYSTEM CAP: 123 CF WASTE LOADING: 0.0666 X 169750 USAGE = 11305.35 GALLONS SOLID WASTE (APPROXIMATELY) 20% OF TOTAL 2261.07 GALLONS LIQUID WASTE (APPROXIMATELY) 80% OF TOTAL 9044.28 GALLONS SOLID WATE LOADING INCLUDES: BULKING MATERIAL (WOOD SHAVINGS) AND TOILET PAPER. INITIAL LOADING VOLUME IN CUBIC FEET: 0.0032 X 169750 = 543.2 CF 441.63% OF SYSTEMS CAPACITY ANNUAL REDUCTION VOLUME IN CUBIC FEET: 0.0008 X 169750 = 135.8 CF 110.41% OF SYSTEM CAPACITY NO. OF SYSTEMS REQUIRED: 8 NO. OF SYSTEMS TO BE INSTALLED: 14 NOTICE: THIS DOCUMENT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION AND IS INTENDED FOR EXCLUSIVE USE BY AUTHORITY OF B.M.S.I. DISCLOSURE TO OTHERS. OR OTHER USE IS PROHIBITED WITHOUT THE EXPRESS WRITTEN AUTHOIZATION OF B.M.S.L BIOLOGICAL MEDIATION SYSTEMS. INC. 1-800-524-1097. LIQUID LOADING AND REDUCTION JANUARY 0.0533 X 3500 = 186.55 GALLONS / 31 DAYS = 6.018 GALLONS -" EVAPORATION 7.50 GALLONS DAILY FEBRUARY 0.0533 X 3500 = 186.55 GALLONS / 28 DAYS = 6.663 GALLONS EVAPORATION 7.00 GALLONS DAILY MARCH 0.0533 X 3500 = 186.55 GALLONS / 31 DAYS = 6.018 GALLONS EVAPORATION 7.00 GALLONS DAILY APRIL 0.0533 X 3500 = 186.55 GALLONS / 30 DAYS = 6.218 GALLONS EVAPORATION 6.50 GALLONS DAILY MAY 0.0533 X 17500 = 932.75 GALLONS / 31 DAYS = 30.09 GALLONS EVAPORATION 6.00 GALLONS DAILY JUNE 0.0533 X 42000 = 2238.6 GALLONS / 30 DAYS = 74.62 GALLONS EVAPORATION 5.00 GALLONS DAILY JULY 0.0533 X 35000 = 1865.5 GALLONS / 31 DAYS = 60.18 GALLONS EVAPORATION 4.25 GALLONS DAILY AUGUST 0.0533 X 35000 = 1865.5 GALLONS / 31 DAYS = 60.18 GALLONS EVAPORATION 4.25 GALLONS DAILY SEPTEMBER 0.0533 X 14000 = 746.2 GALLONS / 30 DAYS = 24.87 GALLONS EVAPORATION 5.75 GALLONS DAILY OCTOBER 0.0533 X 7000 = 373.1 GALLONS / 31 DAYS = 12.04 GALLONS EVAPORATION 6.20 GALLONS DAILY NOVEMBER 60533 X 1750 = 93.275 GALLONS / 30 DAYS = 3.109 GALLONS EVAPORATION 7.00 GALLONS DAILY DECEMBER 0.0533 X 1750 = 93.275 GALLONS / 31 DAYS = 3.009 GALLONS EVAPORATION 7.25 GALLONS DAILY NOTICE. THIS DOCUMENT CONTAINS PROPRIETARY AND CONFIDENTIAL INFORMATION AND IS INTENDED FOR EXCLUSIVE USE BY AUTHORITY OF B.M.S.I. DISCLOSURE TO OTHERS, OR OTHER USE IS PROHIBITED WITHOUT THE EXPRESS WRITTEN AUTHOIZATION OF B.M.S.I. BMSI GREYWATER FILTER SYSTEM MODEL GWF93 WeNAIM IN (\ BIOLOGICAL MEDIATION Waterless SYSTEMS, On -Site Waste INC. Conversion Technology 970-221-5949 PO Box 8248 1-800-524-1097 Fort Collins, CO 80526 Fax 970-221-5748 BMSI GREYWATER FILTER SYSTEM MODEL GW93 SPECIFICATIONS FILTER CONTAINER MADE OF POLYETHYLENE: *IMPACT AND CHEMICAL RESISTANT *OPEN TOP WITH LIP FOR EASY SERVICING *TRANSLUCENT -VISIBLE CONTENT LEVEL *TANK SUPPORT STAND MADE OF ALUMINUM * 115 VOLTS, 60 HERTZ, 5 AMPS *GPH (GALLONS PER HOUR) AT 10': 690 GALLONS *SHUT-OFF AT 21' MAX PSI 9.1 *PUMP UNIT COMPLETE WITH PUMP BASIN PUMP AND 11/2" CHECK VALVE *I 0'PUMP CORD AND AUTOMATIC SWITCH CORD *UL LISTED SPECIFICATIONS SUBJECT TO CHANGE WITHOUT NOTICE ZALL RIGHTS RESERVED. 4/95 SHURFLO PUMP MODEL 8000.941-250 BIOLOGICAL MEDIATION SYSTEMS, INC. 3.3 3.25 3.2 C U 3.15 R R E . 3.1 N T 3.05 A M P 3 S 2.95 2.9 2.85 3.3 3.25 3.2 Q U 3.15 R R E 3.1 N T 3.05 A m P 3 S 2.95 2.9 2.85 0 10 20 30 40 PRESSURE (PSI) L7 Noules ■ 5 Nozzles I SHURFLO PUMP MODEL 8000-941.250 BIOLOGICAL MEDIATION SYSTEMS, INC. 0 10 20 30 40 ►RESfURE (Pill © 7 Nozzles r 5 Nozzles I BIOLOGICAL MEDIATION SYSTEMS, INC. PO Box 8248 Fort Collins, CO 80526 Waterless On -Site Waste Conversion Technology MODEL FWSO1 & FWS02 Automatic Freshwater Spray Mist System 970-221-5949 1-800-524-1097 Fax 970-221-5748 * 30 or 50 gallon storage tank * One self priming pump Positive displacement 3 chamber pump with check value Motor thematically protected; adjustable automatic shut off * "SHUR GUARD" twist on, in line pump filter, transparent and easy to check and clean. * 5-flexible spray heads with individual filters * Solid state programmable timer 50 Gallon tank size: 23" x 36" 30 Gallon tank size: 21" x 31" The internal section with the spray heads and in -line filter are pre -assembled. Assembly of '/2" PVC from the storage tank to the pump and the DEVAPTM 2000 is field assembled. 6 z 4 In6 /� �L O C\l a a _ 0. _ 4 W i Z = AW — J L Ir I o >N < r O 3 OU o = e c ap c Z N N La t- LY = L) < V VI O U LijW0 r .OL WW�~JZ�3O Qa QQ < < < W WWUUO d2 vAWNN �N 2sm��W9 «W Z a<WZ0a< UU<Q�j W _ZMOOOcr WW �� V <Oww 0 ap X X O ' Z?> W ac'l-- 0: g �OXX� O O'2D2Wr..m n. xX. d I Z zzxuo�� Y C NNE �Z QF o WWW�0Z b y� O r2 o"Wy O�O _2 �w NZOOOO p ~�O s s<W O Y1 ~ Oa, 0i z 0 o a a 10 F z a Co o6 W 0 % 4 co (z U U O a 9 u r-^ O mO � rl� V Vl U m a . Q a 0 ►—+ r M WAWJW� ��°' %• �� � a �� �� �3 . fi /d � '\ ��o �''f �. � ..• BIOLOGICAL MEDIATION SYSTEMS, INC. PO Box 8246 Fort Collins, CO 80526 December 15, 1995 TO: Mr. Raymond Merry Eagle County Environmental Health FROM: Alex Rachak Waterless On -Site Waste Conversion Technology 970-221-5949 1-800-524-1097 Fax 970-221-5748 RE: Vail Ski Area/Black Forest Restroom Facility/Permit No. 1517; BP 10204 Dear Mr. Merry, This is to inform you that we have completed our final inspection of the DEVAPTM 2000 installation. The primary system was assembled at our facility in Fort Collins and inspected before shipment. The hook up and installation of the other components were installed on site under the supervision of our Operations Manager. The systems have been charged, all systems tested and final inspection completed. The system installed at Black Forest has been installed correctly and all systems are operating properly. During the first two years, we will make inspections during the use periods and work with maintenance personnel. Please call me if you require additional information. Thank you. Holme Roberts & Owen... ATTORNEYS• A T• LAW September 11, 1995 Raymond P. Merry, REHS Environmental Health Div. Manager P.O. Box 179 Eagle, CO 81631 Dear Mr. Merry: Boulder 1401 Pearl Street Colorado Springs Suite 400 Denver Boulder, CO 80302 Salt Lake City 303 444-5955 London Fax 303 444-1063 Moscow Glenn E. Porzak I Sn.s (sl 7 As special water counsel for both Vail Associates, Inc. (VA) and the Vail Valley Consolidated Water District, please be advised that a reliable water supply exists to service the Black Forest Restaurant and its composting toilet system to be located at the Vail Mountain Ski Area. We are advised that the restaurant will consume approximately 18,750 gallons per year and the compost toilet will use approximately 100 gallons per year. The requisite amount of water will be furnished pursuant to the terms of the October 30, 1987 Agreement between VA and the Consolidated District, and the Consolidated District's water augmentation plan decreed by the District Court in and for Water Division No. 5, in Case No. 82CW328. Please do not hesitate to contact me if you have any questions or desire additional information regarding this matter. Sincerely, <A��--- Glenn E. Porzak GEP:fd cc: Joe Macy #12824 ALPINE ENGINEERING, INC: February 14, 1996 Edwards. Business -Center - RO. Box 91 •Edwards, Colorado81632--(970),926-3373 • Fax {970) 926-B90 ALPINE ENGINEERING INC October 10, 1995 Mr. Ray Merry Eagle County Department of Health and Environment P.O. Box 179 Eagle, CO 81631 RE: ISDS Application Amendment, Black Forest, Vail Ski Resort Dear Ray: Alpine Engineering, Inc. is amending the ISDS application for the above -referenced site so that effluent from the hand sinks in the public restrooms will not be treated in the Devap System. The amended septic system layout for the public restrooms is presented in the attached drawing. Effluent from the hand sinks will bipass the Devap tank and enter the overflow line from the Devap tank to the 1,000 gallon overflow tank. This tank is baffled (per telephone conversation with Steve of H&R Contracting, 10/10/95). Effluent from the 1,000 gallon overflow/septic tank will then flow to infiltrator trenches connected in serial distribution. SYSTEM DESIGN QUANTITY OF SEWAGE The water supply for the hand sink is a 74 gallon tank to be filled daily. Sinks are 5 ounce valve sinks which provide for approximately 1,000 hand washings per day (it is estimated that approximately 200 people per day will use the restrooms). The Devap system is designed to evaporate liquid wastes and is unlikely to produce overflow. If overflow is produced due to malfunction of the system or surge in liquid waste, this quantity is estimated to be approximately 25 gallons per day. 74 gpd + 25 gpd (1.5 peaking factor) = 112.5 gpd SEPTIC TANK SIZE 112.5 gpd x 30 hrs/day = 140 gallons 24 hrs/day The 1,000 gallon overflow/septic tank is sufficient. Edwards Business Center • P.O. Box 97 • Edwards, Colorado 81632 • 970/926-3373 • FAX 970/926-3390 15.17-9ax Parcel i6:(D/-a(3—60-00F ,jQ$ jhji"•„ Bottom of; Chair 2 USFS,, Vail ,Assn' Vall Mountain JOB NO. 'I LOCATION .. _ DATE STARTED DATE.• • DATE BILLED o , I I i "4E ��E RMINYWAIT 010 •_ • 10 w''Alp, WEI 01 WwR_' -TOTAL SELLING PRICE' -TOTAL MATERIAL; 014 ;� feu ��...: � � �,�,.�... - ��• _..�.�� .. ._.- �� 11 . ��0/1'r/. ILaa // / / • L ®■MISC. COSTS JOB FOLDER Product 278 15�R7® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MA 014711 v JOB FOLDER 9. Printed in U.S.A. 1517=9ifax Parcel JOB jrjj,Bottom; of ,Chair 2 U,,FS ,. Vail, As;sloR -. Vail Mountain JOB NO. 'JOEt LOCATION n n ✓� . / DATE STARTED DATE COMPLETED DATE BILLED I I �111!M�% ,, , , 11 , Z gt/,=111111 ICIA— / I / COST SUMMARY JOB . pow., , W-AN, u- &rm. W, L 0 N I W, t, I -TOTAL SELLING PRICE"'MMIN ®r urm pmr-1-0 j 'TOTAL MATERIAL 01 VAO�"WXA M- NSURANCE INSURANC MISC. COSTS SIE / ' NO 11111 f I' mm� TOTAL JOB COST LESS OVERHEAD 60STS % OF SELLING, PRICE Lim, NET PROFIT JOB FOLDER Product 278 6�76 NEW ENGLAND BUSINESS SERVICE, INC., CROTON, MA 014711 v J.OB. FOLDER Printed in U.S.A. . � - . .. . . I I - - - ,- . - . 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