HomeMy WebLinkAbout2077 Ridge Rd - Vail Mtn PHQ - 210121300008INDIVIDUAL 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. Please call for final inspection before covering any portion of installed system. PERMIT NO. 1 2 O 2 —92 OWNER: Vail Associates PHONE: 476-5601 MAILING ADDRESS: P.O. Box. 7 City: V a i l State: rn Zip: 81657 APPLICANT: Vail Associates, Dennisa 1 on PHONE: 479-11 71 SYSTEM LOCATION: 119.50 Skyline Dr-iua TAX PARCEL NUMBER: LICENSED INSTALLER: T) 33ni5� C.Arlgnn LICENSE NO: 50-92 DESIGN ENGINEER OF SYSTEM: -/t INSTALLATION HEREBY GRANTED FOR THE FOLLOWING: 750 GALLON SEPTIC TANK ABSORPTION AREA REQUIREMENTS: SQUARE FEET OF SEEPAGE BED 240 SQUARE FEET OF TRENCH BOTTOM. SPECIAL REQUIREMENTS: Remnve or fill with ParthPn materialtheexisting t=ai4k ENVIRONMENTAL HEALTH APPROVAL: rJJ DATE: 101,28 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 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: 2 SQUARE FEET. //✓Z'K9i�� 1'0 U C INSTALLED SEPTIC TANK: I�U GALLON ' DEGREES FEET FROM I- � GtS by« f SEPTIC TANK ACCESS TO WITHIN 8" OF FINAL GRADE AND PROPER MATERIAL AND ASSEMBLYr YES _ NO COMPLIANCE WITH COUNTY/ STATE REQUIREMENTS: /' YES NO ANY ITEM CHECKED NO REQUIRES CORRECTION BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION WHEN WORK IS CORRECTED. COMMENTS: ENVIRONMENTAL HEALTH APPROVAL: DATE: i;7 �Z ENVIRONMENTAL HEALTH APPROVAL: DATE: ( -INSPECTION IF NECESSARY) RETAIN WITH RECEIPT RECORDS APPLICANT / AGENT: PERMIT PERCOLATION TEST FEE OWNER: RECEIPT # CHECK# ISDS Permit # / �p y a _1�7 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: Vail Associates, Inc. MAILING ADDRESS: P.O. Box 7, Vail, Co 81657 PHONE: 476-5601 APPLICANT/CONTACT PERSON: Dennis Carlson PHONE: 479-3171 LICENSED SYSTEMS CONTRACTOR: Dennis Carlson ADDRESS: P.O. Box 2618, Vail, Co 81657 PHONE: 479-3178 PERMIT APPLICATION IS FOR: ( ) NEW INSTALLATION (XX) ALTERATION ( ) REPAIR LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description: Patrol Headquarters Top of Vail Mountain Parcel Number: USFS Land Lot size: NIp Physical Address: 11250 Skyline Drive BUILDING TYPE: (Check applicable category) (X� Residential / Single Family Number of Bedrooms 1 ( ) Residential / Multi -Family* Number of Bedrooms Commercial / Industrial* T e /,,,, o dos TYPE OF WATER SUPPLY: Well( ) Spring (X) Surface ( ) Public ( ) Name of Supplier-219800 (PWSID) *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: C _ DATE: k -'7'' ********************* *************************************************** AMOUNT PAID:,RECEIPT# //, DATE: fC ' CHECK #�__ r,nn 7,2 CASHIER: 60C O`Z3 COMMUNITY DEVELOPMENT DEPARTMENT (303) 328-8730 EAGLE COUNTY, COLORADO November 10, 1992 Vail Associates C/O Dennis Carlson P.O. Box 7 Vail, CO 81657 500 BROADWAY P.O. BOX 179 EAGLE, COLORADO 81631 FAX (303) 328-7207 RE: Final of ISDS Permit No. 1202-92, Patrol Headquarters Top of Vail Mountain, 11250 Skyline Drive This letter is to inform you that the above referenced ISDS Permit has been inspected and finalized. A copy of the permit for your records will follow. This permit does not indicate compliance with any other Eagle County requirements. Enclosed is a brochure regarding the care of your septic system. Be aware that later changes to your dwelling 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, Brenda Henderson Office Assistant Environmental Health /bh ENCL: Information Brochure Final ISDS Permit cc: Files RECEIVED ALPINE EAGLE COUNTY ENGINEERING INC •N�l�TYf VELOPMENT COMIMUNICATION RECORD PROJECT VA L Assoc- W!3 5ePrtC Sys rM DATE la 116I97- PERSON CONSULTED L7AY M Cold FMI �5A& r CD ASPA ADDRESS TELEPHONE PURPOSE OF CONTACT P99LIPl eNAty F.CV16 JOB NO. BY &LlJ 0 PALM Q?— COPIES TO ta5 A! 15 CA'e 1,<v!::*5 Memorandum [j Telephone Conference Ej Meeting Minutes n T ansmittalgL [� The following was discussed Transmitted Herewith W M9Pey — PC.EtsE pttilQ--J 7rt �Ae ftEZ1M i tiIt76V 'y'041 GGPI SV&,h,17- 74ESEE A�/� 7�E fi��c pcS� &rr4 oev/E-W Edwards Business Center • P.O. Box 97 • Edwards. 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"lid t -,vom cu , 13W ALl•=1Nt LNUiNLEHING ING r 4If 24--l- 'Z � � Z w � 4 Q � JI V N PAGE 01 h S132 Installation Guidelines 1 NTRnni irT 1 nN The SB2 system is an advanced alternative to gravel filled soil absorption trenches for septic tanks. S132 corrugated polyethy ne tubing is encased in a factory installed DrainCuardo protective wrap. it is available in both inch and 10-inch inside diameters, and in 20-foot lengths. SITE FACTORS & SYSTEM LAYOUT 1. S132 may be used on any site suitable for conventional gravel drainfield lines. 2. High water tables and/or slowly permeable soils severely effect the performance of all soil absorption systems. . 3. SB2 systems can utilize any method of effluent distribution used in conventional systems,- i.e. distribution boxes, hillside boxes, serial distribution, manifolds, etc. For systems utilizing serial distribution, the S132 should be installed with each line following the contour of the land. Individual lines are to be joined with a connecting lateral that provides a one -inch maximum head on the upper line (Figure 1). This insures that the upper line is full to capacity before any effluent can overflow into the next line. 4. All plumbing connections between the house and the SB2 drainfield, including the septic tank, should be identical to those specified in the local regulations for conventional gravel systems. 5. All setbacks and distances from soil absorption lines to property lines, wells, lake shores, seasonal groundwater, bedrock, etc., should be specified as is required in the local rules and regulations for conventional gravel systems. 6. S132 can be used in conjunction with any locally approved septic tank or aerobic unit. TRENCH EXCAVATION 1. Recommended trench width for the SB2 gravel -less drainfield is 18-24 inches. Tight soils may require a 24-inch wide trench to insure proper backfill around the bottom and sides of the S82 (Figure 2). 2. Trench depth is normally 18-24 inches to allow for 6-12 inches of native soil backfill. No gravel is required. The trench must be deep enough to insure that the flow line of the septic tank is at least one inch above the top of the S82 (Figure 3). 3. Trench lengths should not exceed the maximum allowable lengths for conventional gravel systems. The trench bottom should be level with a maximum slope of 1" per 100 lineal feet. PIPE INSTALLATION 1. The factory installed black shipping bag must be removed prior to placement in the trench. 2. The 20-foot lengths of SB2 must be placed in the trench with the green stripe up and joined with ADS split couplings. The DrainCuard® should then be pulled over the joint to reduce soil infiltration. 3. Either plain end caps or optional inspection/cleaning ports (Figure 4) can be used at the end of each line. 4. S82 lines should be held in place during initial backfilling to prevent movement of the pipe in the trench. 5. A loose granular soil backfill will enhance the performance of the S82 in slowly permeable soils. 6. Large clumps and rocks should not be used as backfill. 7. All drainfield installations should be seeded as soon asppossible to prevent soil erosion due to rainfall. Green $tripe 18-24" Reducing Tee—__ �.r. __. �\ Ground Level 4" Smooth Wall or 4" Corrugated SB2 Pipe Trench Separation Per Figure 1 State or Local Code Connecting Lateral -Serial Distribution (Not To Scale) :-18-24" �6- IN. Ground Level _ �— Drain Green Nylon Guard Location Protective Wrap Stripe 8" or 10" 8" or 10" SB2 SB2 Inspection Port (Optional) 10" x 4" or 8" x 4" Offset Adapters May Be Used in Lieu of ADS Reducing Tee Pictured Green Stripe SB2 End Cap 8" or 10" Non Perforated Spacer May Be Necessary To Extend Cap To Ground Level Figure 4 Optional Inspection/ Figure 2 'Drainholes Cleanout Port SB2 Cross -Section View (Not To Scale) (Not To Scale) 4" Sanitary Tee Ground Level Liquid Level Tank May Be Multi -Compartment Ulm Septic Tank Flow Line End Cap 8" x 4" or 8" or 10" SB 10" x 4" Offset Adapter 2 Septic Tank Figure 3 S132—Side View (Not To Scale) HL.r'll`IG CNU1NLtNINU 1NU PAGE 01 ALl ENGINEERS INC DATE: /o/a/ I9z TUfE: / o /$ 000, AJMS SUSW_SS CENTER s P o. SOX 91 #i��IFAMS. W.DRADO �R32 PERSON CALLED: DATE: TIME: i2a,, . ACTION: JOB TITLEt 11411, AsS&C, f'h`Q seem sysm�4 PROM.- 66WVnr /,f' tAfG. WHBER OF PAGES (INCLUDING COVER SHE=) : 4 �_.�.. 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A Memorandum U Telephone Conference Meeting Minutes n Transmittal`] 0 The following was discussed 0 Transmitted Herewith D Al D 69 199Z t'7-t-E SEFr7C Sr5 r-C-X4 D n�STP�c / n c�,u FOB 1"H'E VA+L A-iSOG Pt+fR SITE, TWO SOIL P100FiIff tt'ceS lvMC flVlr AT Tit£ S►rE t ►1 t r-►2sr peoF t UeE Hrx-E T tPAT SE---POOCIC W Az7 3 TO 4, DE-r-p (Vcz6pE-p— 1 Z, ryt-tF-1 v C-'T� AS EZVNY� P2 pF1C� L-fc��-t. W/'e, Po(r FvIZrnEfl WEST BEV0q-'L' c<1/tS 6 rO 6� .DES• Tl E . 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PO Box 7 Vail, Colorado 81658 Dear Brian, Reply to: 2720 Date: October 28, 1992 N 011 13 1992 EAGLE COUNTY COMMUNITY DEVELOPMENT A review has been made of your PHQ leach Field upgrade project. Construction has been authorized to bring this facility to meet state and local codes. Construction may start immediately. Sincerely, BRUCE A. UNGARI Winter Sports Administrator $ F6-8200.28(7-82) ALPINS ENGINEERING INC CONWUNICATION RECORD PROJECT Vft- / iml fogQ `-2yM DATE S — 2 — 17 S PERSON CONSULTED o�iQY /j7 Elie S� FMM 6%1bC E" CO Am C Tr% _ ADDRESS TELEPHONE PURPOSE OF CO NITACT JOB NO. BY 616;VIV If A-107L COPIES TO TtP AACZ-E-K V, 4 Memorandum ❑ Telephone Conference Q Meeting Minutes Q Transmittal Q Q The following was discussed Q Transmitted Herewith `o'Xlb�i se S 15 . Eno GOYi t'�P. Clr �� 7?� Vl�vie k-? 4r r h. _ JOY/ 6lil� i � S�/�A-,. �i �ieai+- Edwards Business Center • P.O. Box 97 • Edwards. Colorado 81632.303,926-3373 • FAX 303-926.3390 /vv7j 3-T -i PI :2 -7 G V9 H 7 1VTV_L1qnQW III A 1202-92 - Vail Associates, Patrol Headq-- ---1 Top of Vail Mountain, 11250 Skyline Drive, JOB NO. Dennis Carlson BILL TO DATE STARTED DATE COMPLETED DATE BILLED k,, 1 G���,�,-�� 6 �o y� l�i� L T GG �� '✓ o JOB COST SUMMARY US cj � e_ TOTAL SELLING PRICE CzC/t����i>� 1/�✓�' �vv lc` C1� ,/� ss TOTAL MATERIAL sT 7V-0 TOTAL LABOR INSURANCE °" C (a l e-0' - i SALES TAX MISC. COSTS TOTAL JOB COST GROSS PROFIT LESS OVERHEAD COSTS %, OF SELLING PRICE NET PROFIT JOB FOLDER Product 278 Q® NEW ENGLAND BUSINESS SERVICE, INC., GROTON, MASS. 01471 JOB FOLDER Printed in USA v