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HomeMy WebLinkAbout646 Aspen Bluff Ln - 194121404002INDIVIDUAL 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. 2189-02 BP NO. 14123 OWNER: JIM GREGG AND COMPANY PHONE: 303-472-8002 MAILING ADDRESS: 30082 TROUTDALE RD. EVERGREEN, CO 80439 APPLICANT: JAMIE PAPPAS PHONE: 970-845-2528 SYSTEM LOCATION: 646 ASPEN BLUFF LANE, RED SKY RANCH, WOLCOTT, CO TAX PARCEL NO. 1941-214-04-001 LICENSED INSTALLER: VAIL RESORTS DEVELOPMENT, JAMIE PAPPAS LICENSE NO.45-02 PHONE: 970-845-2528 DESIGN ENGINEER: FLUIDYNE ENGINEERING, THOMAS KALLENBACH PHONE NO. 406-586-2289 INSTALLATION GRANTED FOR THE FOLLOWING: MINIMUM REQUIREMENTS FOR A 6 BEDROOM RESIDENCE 1500 GALLON CONCRETE SEPTIC TANK, 1000 GALLON DOSING TANK, AND A D-NITE UNIT, FOR THE CONNECTION TO THE CLUSTER SYSTEM'S MAIN LEACH FIELD AT LOWER ASPEN BLUFFS, PERMITTED IN ISDS PERMIT #2112-01 SPECIAL INSTRUCTIONS: INSTALL THE TANKS AS PER ENGINEER'S DESIGN DATED 2/27/02. THE METRO DISTRICT GENERAL MANAGER NEEDS TO CALL EAGLE COUNTY ENVIRONMENTAL HEALTH AND THE DESIGN ENGINEER FOR THE FINAL INSPECTION_ PRIOR TO BACK FILLING ANY PART OF THE INSTALLATION, OR WITH ANY QUESTIONS. THE FINAL APPROVAL OF THIS PERMIT REQUIRES THAT THE MAIN SYSTEM PERMITTED UNDER IS-2112-01 BE COMPLETED AND APPROVED AS WELL. THE BUILDING CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL THE SEPTIC SYSTEM HAS BEEN INSPECTED AND APPROVED. ENVIRONMENTAL HEALTH APPROVAL: RAYMOND P. MERRY DATE: MAY 6, 2002 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 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 1500GALLON CONCRETE SEPTIC, 1000 GALLON DOSING TANK, AND A D-NITE UNIT EXACTLY AS DEPICTED ON THE ENGINEER'S DESIGN. COMMENTS: THE ENGINEER'S FINAL CERTIFICATION WAS RECEIVED ON JUNE 6, 2003. THIS OFFICE WAS WAITING TO RECEIVE AN AS -BUILT DRAWING OF THE SYSTEM COMPONENTS FROM THE CONTRACTOR. WE RECEIVED A LETTER ON OCTOBER 20, 2003 STATING THAT THE SYSTEM HAD BEEN STAKED OUT ACCORDING TO THE ENGINEER'S COORDINATES, AND THAT IT HAD BEEN INSTALLED EXACTLY AT THOSE COORDINATES. THIS SYSTEM IS CONNECTED TO THE MAIN DRAIN FIELD THAT SERVICES THE LOWER ASPEN BLUFFS AREA. ANY ITEM NOT MEETING REQUIREMENTS WILL BE CORRECTED BEFORE FINAL APPROVAL OF SYSTEM IS MADE. ARRANGE A RE -INSPECTION ORK I E . ENVIRONMENTAL HEALTH APPROVA Y-1..1.. 2004 Incomplete' Applications Will NOT Be iccepted l (Site Flan MUST be attached) 1 can _ $SD6 Permit � emu — oZ I I �' 6 wilding Permit �•` —1 l-,Z5 APP ICATION POR 'IHDIVIDUAL BMWE DISPOMM ByBTEM PBRMIT ENVIRONMENTAL HEALTH OFFICE,- EAGLE COUNTY P. 0. BOX 1.79 EAGLE, CO 81631 328-8735/92713823 (Basalt) * PERMIT APPLICATION FEE $1s0.00 PERCOLATIGN TEST FEE $200.00 KAKE ALL REM=TTANCE PAYABL$' P : REA= CO,VNTY TPY. AsUMMq PROPERTY OWNER: qe4, C C ov (vC"-►�.-- MAILINGADDRESS: 2CO 8 a.. trc>uf&c.,) e- ( �c,�P/� 2� , Cy 8aj3� PHONE: 3o3 APPLICANT./CONTACT—PERSON: PHONE:'ara.& LICENSED SYSTEMS CONTRACTORV'Atr Le's PHONE: COMPANY/DBA: \)O ►A �es�• ADbRESs: . ()O Qox 'i S� (}�ua✓�' C� � tao PERMIT APPLICATION IS FOR: (>I NEW INSTALLATION ( ) ALTEA&TXON { ) REpA3:A LOCATION OF PROPOSED INDIVIDUAL SEWAGE DISPOSAL SYSTEM: Legal Description.: 6 S duff_ .�.�tie 1-incl F14 Tax Parcel ' Number: Lot Size:. l• �d 6 Q,c Physical Address: _Lot c� G �� A -sac Uoff 2--e.; BUILDING TYPE:- (Check applicable c�tegary) ' (�q Residential/Single Family Number of .Bedrooms _6 ( ) Res idential/Multi-Family* Number of Bedrooms ( ) Commercial/Industrial* Type TYPE OF WATER SUPPLY: (Check applicable category) Spring ( ) $urfa e (X) Public Name of Supplier: �Alc *These systems require design by a Registered Professional -.Engineer SIGNATURE: Date: AMOUNT PAID: RECEIPT #; � DATE:�- CHECK it: — CASHIER: C 4U4 DEPARTMENT OF ENVIRONMENTAL HEALTH (970)328-8755 FAX: (970) 328=8788 TOLL FREE:800-225-6136 www.eaglecounty.us May 11, 2004 646 Aspen Bluff Lane, LLC 511 Lionshead Mall Vail, CO 81657 EAGLE COUNTY RAYMOND P. MERRY, REHS Director RE: Final of ISDS Permit #2189-02, Tax Parcel #1941-214-04-001. Property location: 646 Aspen Bluff Ln., Wolcott, CO., 646 Aspen Bluff Ln., LLC property. Dear Property Owner; 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 Eagle County Environmental Health Department ENCL: Educational Brochure Final ISDS Permit cc: files, May 2004 Chrono file 500 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 DEPARTMENT OF ENVIRONMENTAL HEALTH (970) 328-8755 FAX (970) 328-8788 TDD: (970) 328-8797 TOLL FREE: 800-225-8136 www.eagle-county.com EAGLE COUNTY, COLORADO Date: May 6, 2002 TO: Vail Resorts Development Raymond P. Merry, REHS Director FROM: Environmental Health Division RE: Issuance of Individual Sewage Disposal System Permit No.2189-02. Tax Parcel # 1941-214-04-001. Property Location: 646 Aspen Bluffs Rd., Wolcott, CO., Greeg & Company property. Enclosed is your ISDS Permit No. 2189-02 and a field copy of the engineer design stipulated on the permit. It is valid for 120 days, or for the duration of your current building permit for this property. 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 Environmental Health must also view the installation prior to back filling. Please call well in advance for your final inspection. Your TCO will not be issued until our office receives this certification from the engineer, and views the installation. 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 Fluidyne Engineering, Thomas Kallenbach OLD COURTHOUSE BUILDING, 551 Broadway, P.O. Box 179, Eagle, Colorado 81631-0179 F L U 1 D Y N E Scientists Engineers - Inventors June 6, 2003 Eagle County Environmental Health Department Ray Merry, Director 500 Broadway P.O. Box 179 Eagle, CO 81631 Subject: Red Sky Ranch Lot 9 Certification of Completion Dear Ray: Please accept this letter as confirmation of completion of the components serving the Red Sky Ranch lot 9. The individual system doses a pressure sewer for the Lower Aspen Bluff system. The lot 9 components are comprised of the 2000-gallon septic tank, 1000-gallon dose tank, and the Eliminite ® unit. Fluidyne, Inc. inspected the system during the last visit to the property (May 19, 2003). At that time the system was complete. Vail Resorts Development Co engineer Jamie Pappas, P.E, has tested the system. The certification process involved a leak test on the septic and dose tanks and a test to assure the transport of wastewater through the forcemain to the Lower Aspen Bluff Cluster (see enclosed). The inspection reveals the functionality of the system and its ability to support the treatment of wastewater. This letter serves as a certification of the system, that it is operative to provide wastewater treatment and that it was built in accordance with the plans. Please call with any questions. Respectfully, Adie hillips or Thomas J Kallenbach, P. E. Cc: Jamie Pappas uu/,.uo/ 4UUJ PAI 1L; it MA M DOD LM 11111Qy11e 444 KAI JJEK I . . T0.0M.... ,� cos's 'OR mri — 9s:-ti. ftS:L:,900Zi20i00 VAIL R E.5o R T S D EVELOPMENT COMPANY Sung 5,7003 Ju5ftBuchanat Fluidyae 25 N. Willson Ave. Suite F Bozeman, lVlT 59715 Fax; 406-596-2335 Dew Justin: . U you are mare we have completed the necessary testing requir=ents for the residence at Lot 9,Aspen Bluff, Red Sky Ranch . I have completed the testing requirements as iwt=ted by Fluidaye Inc. The water=nigh# ess test and verification, of correct opeMiiOn of the farce main p=p is discussed below. 1000 and 2000 Gallorl Tgmk: A, water tightness test was conducted ever a 3 day period from August d A,uglxst 9, 2003. 'There was no measurable drop in water level. Thus indicatiug no measureable leak in the Septic/Dose Tank. On may 5°' 2003 the force main dosing p urlp was turned on and it was verified that this pump operated as desireed. Please feol free to call me during the day if can provide you with any iuxthm information. Thank you, Vail Resorts Development Company 11tA-7 Jamie Pappas, Project Manager PAIL RCIaRTV Vail Re-wria Devalopm L Company * 137 Renduvark Road • Pwl Me Box 959 TAYm Colorado $1620-0959 • (970) 845 2535 • fox (970) 8"= * wv w+adc.cornl Vail , llwkenrWsa * Kg1%Lane® • $emr Creoke • UdhObr QUO • Armw646* 6 rUd Sky Ruftch* 0 Z/T ' d 130S ' ow IFMdo13AM Wd9 G : 2 m2 ' S ' wnr TI ItJ_C_O3MrR� COT 1 0• IIC70MI TM- Cnr=1 C f'YiI IKITV CF.II I LJCn1 TLJ onl=. -2 • - - — 1v-11 1 r nr-J e%-W"I1 tu•-� --J t.-JV7-U1 iWOv?G •G Y NUW LUUC-'-Ur--1JL October 20, 2003 Ray Merry Eagle Comity Department of Environmental Health PO Box 850 Eagle, CO 81631 Re: As-Builts For: Lower Aspen Bluffs Lot 99 and Training Facility Dear Mr. Merry As you requested I am writing this letter to confirm the "As -Built locations" of the mower Aspen Bluff clustered system, Lot 9, and the Training facility. Prior to construction these systems were staked by Eagle Valley Surveying per coordinates given by Fluidynte Engineering Ina, and then installed per the surveyed stakes, Thus, the permitted plan sets in your office can be used for "As -Built" information for these systems. Please call me during the day at 845-2528 if you would like any further information regarding these systems. Sincerely Vail Resorts Development Company cc: Bill Kennedy AiLnueappas Project Manager AIL 96evkTr Vail fteaarte Develop.meat Compuny - 137Benchmark Road ■ P'oyt OlTM $ox 959 ■ Avan, Colorado 81620.0959 • (970) 845.253 _fax (97p) Ei<k5.2555 • www.vrdc.rnm Vail - llrmlenridge - KeyataneO + Beaver Creeks' • $etchclvr Gulch(b . Arrowheado • Red Sky Ranch' T sT • _S Tnn•ne: --. -- -- -- --- 2189-02 Tax# 19'11- al,q-0j(- 00 / JOB NAME. Lot #9, Red Sky Ranch, GREGG & COMPANY JOB � 646 Aspen Bluff Lane, Wolcott JVd PVWbi r=Um "L7s JOB FOLDER meted in u.SA is A B D-NTTE SYSTEM 2' EXTRUDED FOAM INSULATION 28" DIA_ LID _rrr INSULATE BOTTOM OF LID __ � .� `�\�\�11_r� ��\�r�,=r�11=r�� j`� . D_ •..• - .• . _ . _ .. =s _* rr��1 �rr,11r ,�,r\r��� r`r�11�� rrr��r= 4 . • - • d - ad - ° . _\\\,rr\ r\�\\_rrr rr\�\\err rr\_�� Q a. Q q. Q• _ d-. a ° a.- - a a d q a 4 f\11 a _ a 4 0 SCH 40 PVC TO SEPTIC TANK D-NfTE LW PROVIDED BY FLUIDYNE Inc. INSTALLED BY CONTRACTOR USA PATENT No. 5534147 & No. 5676828 D-NITE UNIT COMES COMPLETE AND READY TO INSTALL CONTRACTOR TO MAKE CONNECTION TO 4" SEPTIC TANK 1 1/2a SCH 40 PVC - FILTER FABRIC MIRAFI 140N (OR EQUIVALENT) 1" TO 1 1/2" GRAVEL FILL AROUND ENTIRE TANK 2' MINIMUM WIDTH 1 LB BODS / DAY RETURN LINE AND 1 1/2" DOSE LINE. ALL OTHER PIPING FROM DOSE TANK. SHOWN ON D-NITE UNIT IS PROVIDED BY FLUIDYNE Inc. SLOPE TO DRAIN. 28" I.D. RISER GREEN FIBERGLASS, INSULATED, CALLON PRECAST CONCFEM DOSE TAW WO GALLON PRECAST CONCRETE DUAL COWARTMENT SEPTA TANK LOCKING LID (TYP OF ALL LIDS) I FINISHED GRADE INSULATE BOTTOM OF LIDS (TYP) Orc� - - - - -- - --- ---- WATER TIGHT a JUNCTION BOX o 1 1/2" PVC UNION 00 DRILL 3 16 W WEEP HOLE Q r Q -� 4"0 SCH 40 PVC RETURN LINE SLOPE 1 /4- PER FOOT 1 1 /2"0 SCH 40 PVC ELBOW FROM D-NITE DRAIN INSTALL TO D-NITE UNIT SLOPE TO DRAIN 40 PVC ----- TEE WITH 12" STUB DOWN --------------------------------------------- -------- -- 4" SCH -- 18" BELOW 2" THICK EXTRUDED CLOSED CELL, SUBGRADE INSULATION (TYP) 1 1/2"0 SCH 40 PVC LIQUID LEVEL USE TEE OR CONCRETE BAFFLE a _ "HIGH WATER ALARM OAT 4"0 SCH 40 PVC FROM E U WER ON WITCH RESIDENCE SLOPE 1/4" PER PRESSURE JEWER OFF FOOT 4' -NI TIM d s 4.. 0 F N lllifri►ii 1 \\j\\j GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP TO D-NITE UNI INSTALL "PIGGY -BACK" FLOATS TO RECIRCULATION PUMP FOR LOW WATER CUT-OUT HYDROMATIC SHEF SUBMERSIBLE EFFLUENT PUMP TO PRESSURE SEWER (SEE DOSE PUMP -INDIVIDUAL LOT NOTES) I Tr? --,AL r -tl- VC CCW=l / PRESSURE SEWER TRENCH DETAIL C DETAIL C6.4 SCALE: 3/4"=l' PIPE BEDDING MUST BE FREE OF LARGE ROCKS, SHARP ROCKS, TREE STUMPS, LOGS, & OTHER UNSUITABLE DEBRIS. MIN 2" PIPE BEDDING MATERIAL OVER INSULATION 4" THICK BY W" WIDE 25 psi EXTRUDED INSULATION BOARD (AASHTO SPEC POLYSTYRENE, M230-70) 8' LENGTH MINIMUM WHERE PIPE IS LESS THAN 6.5' DEPTH AND UNDER DRIVEWAYS PIPE 4" CLEAN GRAVEL OR SAND 4" CLEAN GRAVEL OR SAND 4" SCH 40 PVC SLEEVE UNDER DRIVEWAY'S UNDISTURBED SOIL INDMDUAL LOT NOTE SEPTIC TANK: 1500 GALLON PRECAST CONCRETE SEPTIC TANK DOSE TANK: 1000 GALLON PRECAST CONCRETE DOSE TANK D-NITE UNIT: PROPRIETARY NITROGEN REMOVAL SYSTEM. SUPPLIED BY FLUIDYNE Inc_ USA PATENT No- 5534147 AND No. 5676828 DOSE PUMP: HYDROMAM SHEF 50 EFFLUENT PUMP LOTS, 9,10, 12, , DOSE PUMP CONTROLS: SJE RHOMBUS SIMPLEX CONTROL PANEL MODEL No. 112, WITH AUDIBLE / VISUAL HIGH WATER ALARM RECIRCULATION PUMP: GRUNDFOS KP 250 SUBMERSIBLE EFFLUENT PUMP RECIRCULATION PUMP CONTROLS: SUPPLIED BY FLUIDYNE Inc. DRAINFIELD FLOAT ASSEMBLIES: 3 ANCHOR MINI -FLOATS, OR EQUIVALENT 1. PVC TO BE JOINED w/ PRIMED SOLVENT/CEMENT WELD JOINTS. PRIMER MUST IMPART A SALIENT COLORATION TO THE COMPONENTS BEING CEMENTED. FITTINGS PRIMED w/ COLORLESS PRIMER WILL BE REJECTED BY THE ENGINEER AND REPLACED AT THE CONTRACTORS EXPENSE. 2. CONTRACTOR TO PRESSURE TEST SYSTEM IN PRESENCE OF THE ENGINEER. 3. SUBSTITUTIONS TO THE DESIGN ARE TO BE EVALUATED BY FLUIDYNE 4. CONTRACTOR TO TEST SEPTIC TANK & DOSE TANK FOR WATERTIGHTNESS. ANY MEASURABLE WATER LOSS IN A 24 HR PERIOD WILL BE REJECTED. 5. SLOPE ALL PIPES TO DRAIN. I� m= 20 10 0 20 40 60 80 SCALE 1'= 20' CONTOUR INTERVAL 2 FEET '"WAR { � 5 �Yr� I I� ACV Iz 3T !LLJ _ DRAINAGE EASEMENT 7820 781 7816 7814 7812 - \ --- 7810 .7810 7822 _ S 55^24'15' E 416.70', 7812 7824 1IfIi f \ \ ----- ----- --- \------- ----- �- ---------------� -------------------- _7826�/ \_ 782878367834 \ ----- 7814 40? 7830 787832 ELECTRIC V,```\ GOLF I � EASEMENT / ��` I----------------------------------84 A. _ 1,00GALLONPRECAST --7816 5 �� E CONCRETE SEPTIC TANK , ----------------' \ RIMLLEV. 7$20.50 ` 7818 ad } �\ � \\ INVF''T IN: 1,000 GALLON PRECAST \\ \\ ✓ '� ` \ / �, / �`\ - CONCRETE DOSE TANK PO DETAILS > 3 I ___------------- -- - - 7818 RIM ELEV. 7820.Od SHO ON SHEET C7.1 / LOWER LEVEL FLOOR \ - ELEVATION 7824.E DWER .6 I :\ \ ,\ / \, %� ,_ -f � TIN• 7817 i �! /\\ FROM ARCHITECTURAI, PLANS------- \\ \� ------------RIM — D-NITEUNIT i I1 1 r — — — — — ' \ — \ \\ _ - 7820 INVERT oUT$781s�s+20 a I 450 +26 \\ \ \ \ `\ ck �� +22`�- ----- - — — PROPOSED EDGE OF ASPHAL j/,, \\\` 0 7----------- _ 7822 i i� k E 1 ` 1 patio 4"PVC \ / / +28 �\ P 00' AT 2%�SZ,OP \ tS� 1 1/2 (IPS) HDPE 160 psi SEWER SERVICE ' p a t i o INVERT OUT 7820.00 CONNECT TO EXISTING \ `/ +30 1 o w f l r ` - \ \ PRESSURE SEWER 7884. - _ - - +24 ! \ _ — _ \ 6.5' COVER } line of_--- h \ \ - +26 7828 \ \ 7 6 +281 \ \ 3 C4 - \ \ 7830 a _ ---- -- it = \\ \\ \\ t.o PP r ,'tine of ! - \ - -- ---- - E ' \\\.0 310 ------ �- 5` swate_ ! ,_ \\ 7832 L \ `\ �\ 32 ! 1 RSR EASEMENT EDGE OF DIRT ROA ``� •° \ `� 2� ! SEE NOTE 5d ON PLAT ` '= ------------- ---- —_ a__ /, CONNECT TO EXISTING i I ( I ; I •. d j` t^ O-E}r�-� +34 ,.- 1 112 (IPS) HDPE SERVICE I t Q I ` +42 + \ ` ! /// - _ _ �/ WITH SCH80PVC i 40 \\\ \ \ +34 34.5 /,- BARBED FITTING \ - _ 7826fc lS \ ` dr stack rock T o I rtarnrn wa11 \ y ❑ I 4-0 H h t. max. X, \ \ . _ PRESSURE SEWER CLEANOUT ( , ----------------- \ _ \ _ 840 �`` ` \ ``\ 1.926 _ACRE&-- 2 ------ i, FIRE HYDRAN ;c) E A 4^34'40' R=125,00' L'=14 0 , 8 9THESE PLANS ARE TO DEPICT THE T=78.99 WASTEWATER SYSTEM ONLY. ALL C LE N =13 3.5 5' ARCHITECTURAL PLANS ARE TO BE PROVIDED BRG=S 46^06'53' E fine residential design III' I11 f the ke,ating' artnershi ,p Ppc 801 Twelfth Street, Golden Colorado 80401 wmkeathg-WtrrrWpzom 303-278-8840 .' n � =a ri TONAL E 11