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Pitkin.EH.264527300004 ()
CoLTN ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) CONSTRUCTION PERMIT 76 Service Center Rd. Aspen, CO - 81611 Phone: 970.920.5070 Fax: 970.920.5374 Permit #: 0010.2016.POWT Parcel ID #: 2645-273-00-004 Permit Issued: ®NEW []REPAIR [IRE MODE L/ADDITION TANK ONLY FIELD ONLY AMENDMENT Owner(s): Cameron Lvnda L. Trust Property Address: Legal Description: Size of Lot: 70.3 65 Reitschule Ln Acres Detached Accessory Unit: []YES ®NO Size of Building: 1276 ft Sq. Ft. Size of Accessory Unit: Sq. Ft. This system is designed to serve 2 bedrooms. However, there are no bedrooms in the equipment barn and the design is based on the 2 -bedroom minimum requirement. Designed By: Sopris Engineering Project #: _ Phone #: 970-704-.0311 Mailing Address: Fax #: Email Address: LTAR: 1.0 (Sand Fitter) Profile Hole Depth: 8 Minimum Tank Capacity: 1000 gallons 13098 Dated: 3/3/2016 Depth to Groundwater or Bedrock 8' Minimum Absorption Area: 300 ftz (unlined sand fi Permit Conditions: This OWTS Construction Permit is approved on the condition of compliance with the engineer design as submitted with the application and the specifications cited above. Changes must be approved by this Department and the engineer prior to construction. This permit is for the new equipmenfbarn. It is designed based on the 2 -bedroom minimum design requirements but the structure does not contain any bedrooms. It may serve as an RV dump for the residents only. All RV waste shall not contain bacteria reducing/killing chemicals and be bio -degradable. Sewage will flow via gravity tom-new.1000-gallon 3 -compartment concrete septic tank with an screened Orenco pump system installed in the 3rd compartment. Effluent will be pressure dosed to a 60'X 5' sand filter (minimum 3' depth). 14 Quick -4 chambers will sit on top of the sand filter and a lateral will be suspended in the chambers for effluent distribution. The sand filter shall be a minimum of 20 feet to the structure and 100 feet to any well. Floor drains from the equipment barn shall not be connected to the OWTS and must discharge to a holding tank. This Permit must be kept on-site during installation. The engineer must do a final inspection of the installation and submit an "as -built" letter to this Department within 30 days of the final inspection, unless a longer period of time has been agreed upon, in writing. This Department must also be called for the final inspection with a minimum of 48-hour notice. Minimum horizontal distances between components of the system and physical features shall conform to the requirements of the Pitkin County OWTS Regulation. This Permit is conditioned upon the property owner(s) providing for regular inspection, cleaning, and maintenance of the system by qualified personnel, in accordance with the manufacturer's recommendations and the requirements of the Pitkin County OWTS Regulation. Issuance of this OWTS Construction Permit does not constitute a guarantee, warranty, or representation by the Department that the system will operate properly or will not fail. Issuance of this permit does not imply compliance with Pitkin County building and/or land use regulations, nor guarantee issuance of building and/or land use permits. THIS PERMIT IS EXPRESSLY CONDITIONED UPON COMPLIANCE WITH ALL REQUIREMENTS OF THE PITKIN COUNTY OWTS REGULATION, INCLUDING BUT NOT LIMITED TO THOSE CONDITIONS SPECIFIED ABOVE. Plans and specifications for -the proposed OWTS have been reviewed and are considered satisfactory. Permission is hereby given to the property owner(s) to perform the work indicated in accordance with the Pitkin County OWTS Regulation. This Permit will expire 1 year from the.date of issuance unless construction on the system has commenced. An "as -built" drawing must be submitted and approved by EH before final approval of the system will be issued. Issued By: Kurt Dahl, REHS Date: 6/22/16 Expires: 6/22/17 Installer: License#: Reactivation Authorized by: Final Approval Issued By: Date: New Expiration Date: FiBep id D ONSITE WASTEWATER TREATMENT SYSTEM (OWTS) N12 CONSTRUCTION PERMIT APPLICATION 76 Service Center Rd •Aspen, CO • 81611 Phone: 970.920.5070 Fax: 970.920.5374 Parcel ID# (available from the Pitkin County Assessor's Office 970-920-5160 or at www.pitkinassessor.ora): 7 Purpose of Permit: EW REPAIR DUE TO FAILURE REMODEL/ADDITION TANK ONLY FIELD ONLY Cost of System Repair or Remodel/Addition (approximate): Property Address: p5 f(E1Terewv-®r- OLt? SNDWMA-SS, GO 8 (rS4 Lot: Block: Filing: Subdivision: / J/f Property Owner(s)*: , Email Address: Owner's Mailing Address: Ci Stat , Zip: G Home Phone: Business Phone: Contact information must be crovided forthe ownersionino this aoolication. Primary Contact Person/Applicant (if not owner): OLL WlfIEELOtI- Company: LANn t-SNE 7E.. ContacUA,pplicant a ilin9 Address: tN' G11V C City, State, Zip:` / Ex LO Cell Phone: 303 15770• Business Phone: i63• o2 -al Fax Number: Email Address: / IY1o l Ci h GOMt Building Permit # (if applicable; : © O 7 . Z 0 Imo} Lot size (in acres): ,70. B Size of Building (square feet):` S Number of Potential Bedrooms. Detached Accessory Unit? YES CIr.— Size of Accessory Unit (square feet): NE Number of Potential Bedrooms In or Fixture List for the Accessory Unit: Water Source: C PRIVATE WELL SURFACE WATER SPRING COMMUNITY/PUBLIC WATER SYSTEM Name of Community/Public Water System (if applicable): Engineering Firm: Job Number: Phone Number: Fax Number: GL d3 /3 Ma' mg Address: City, State, Zip: PLEASE READ BEFORE SIGNING: I certify that the above information is complete and accurate and that I have provided complete and accurate information in all of the documents included in my application package. I acknowledge that EH/NR may revoke any permit I am issued if my application is found to contain any inaccurate, false, or misleading information. 1 understand that no construction may be undertaken on an OWTS until an OWTS Construction Permit is issued. TOwnerSignature (Required): Date: Applicant Signature: Date: o9- • f ` • Z O I tv FOR OFFICE USE ONLY Received by EN/HR Staff: Fee & Receipt #: Date: G:\OWTS March 8, 2003 NEW REGS\Office - Admin\Forms\OVVTS Const Forms\OWTS construction permit application.xls Updated: 10/7/08 BASIC STA CALCULATOR Except for Soil Type 0, the LTAR may vary, depending on the Soil Type and the Treatment Level of the effluent. You may adjust the LTAR for Soil Types 1-5 by choosing different Treatment Levels, but for Soil Type "0" the LTAR will always be "1" regardless of Treatment Level. Remember that HLT systems are always pressure -dosed, so no additional sizing reductions are given for Manufactured or Chamber distribution media for HLT systems. FOR See Distrbution Media Tabs below for design details TRENCH STA 240 BED STA 300 A CLICKI HERE to go to/return to this TAB TRENCH STA 300 BED STA 360 FOR HERE to go to / return to this TAB TRENCH STA 270 BED STA 324 FOR TL1 w / CHAMBER DISTRIBUTION MEDIA CLICK HERE Ito go to/return to this TAB TRENCH STA 210 BED STA 252 To Calculate STA Reductions for Deep Gravel CLICK I HERE Ito go to /return to this TAB To Calculate Distirbution Pipe Volume I CLICK I HERE Ito go to /return to this TAB Enter the Lake Evaporation Rate 42 inches per year ET SYSTEMS 5023 NDDS SYSTEM 225 House size in sq ftF 1276 Flow 75 Minimum Tank Size = I SAND AND GRAVEL WORKSHEET I he required STA sizes shown below are based on the wastewater flow, LTAR and method of effluent application entered in AB 1. To make changes, such as using pressure dosing instead of gravity, click HERE to return to TAB 1 and change those arameters - this sheet will automatically recalculate based on those changes. TRENCH STA 240 INSTRUCTIONS: Determine the STA size from the table at left that reflects the STA type and TL and SELECT it from the drop down in the YELLOW box below: BED STA 300 0. r 330 FOR TL1 EFFLUENT TRENCH STA300 13 Gravel needed (YD3) BED S T is 330 17 Gravel needed (tons)* If SAND is to Lie used below the gravel distribution media, enter sand weight in lbs per ton 3000 FOR HLT EFFLUENT (which requires a 2 ft sand layer) 1 24 ISand needed (YD3) 37 Sand needed (tons) FOR TL3 EFFLUENT (which requires a 3 foot sand layer) 1 37 ISand needed (YD3) 55 Sand needed (tons) PALM GRACE ---- HDOR I, - OR PM05'. / t' K PACK RNHHI// 'a 3'd'OK rI'CEtP J '^l A•MPnI CFGMVEI Y / / i fS 'v ETY ,4 MCfMYAERPADIF GUREDORDER FINITE 6 DONC. ,. / iI •"` v \A ,4 SPIGOT 1 , , W WAV ANPSE.I. D FIREr ' , SUP RESSIONLINESINSTAUEDSY COMRACIOK PER EARTH MOVING TP s•SEREIUNE A TROE WY A•SEWER ONE PERMIT. `4, iLOw EIDW i 4, 4 uremE1 INSTALLED AS PART EARTH MOVING PEAMD PER CONTRACTORSCOORDINATION WITH 4"0 -ONE 1• MUT'COMPANY. R ti t , 41# 4 TRAFFIC RATED CLEANOUT ROX/RV HOOXUP TWO-WAY SEWER CLEAN OUT DETAIL N.Ts. t A I ( Y 1 I a 1 Y`"% A`+ A TV - TRASH A EOSUR RIEDCUNGFINALLOCATION TO BECOORDINATEDFRIORTO CONSTRUCEIOAl-r WEDSCAPE % E ARCHITECTS PIANS FOR DETAILS. lI\ ELECTRIC TRANSFORMER CONTRACM I M COORDINATE WRN HOLY CS2E AND LOCATION PRIOR TOCONSTRUCTION. 1 t \ A"GRAVRY SEWER LINE. \ - 3COM ARTMENT SEPTIC TANK SEE SHEET I I [C6.0 FOP DETAILS JFDCCONNECnON.SEE A MECHANICAL 111 I ENGINEERS PLANS FORDETAILS. PROPOSEDCONCRETE t , PAO.SEETHIS SHEET FOR DETAIL 2 YCLEAN a.ro t S EACE DRNNAGE EIRE _ NSTALISTALLBUL ENTMEEUR PER GEOTHNGINEERi PARKINDEATAII.S.NALEG 4. A"GRAVITYSEWEq E. I' 1 PROPOSED SEPTIC RDD LOCATION. SEE 33 Ir / SHEET CC6.0 FOIL DETAIIs j E RV EIECEIC ECT ICAICAL. / SEE ELECTRT1F' ENGINEERS PLANS FOR ^ Ls ' I _ D/FLl//IeS L/El PROPOSEDPAD. SEE THIS SHEET DETAILS l 4 r N . FOR DETAIL I I a y FULLW YYEYE e SEf PIANS 4500 P51 CONCRETE __ x ( RV%PPIECHOOKuP. ,I WITH FIBER MESH ` SEE DETMLTRSSHEET. - SEWERCLEANOUi/IEMPoRARY RV SANITARY NOOKUPCONNEC(ION T FOR IFMPoRARY RV (/SAGE, CIFANINGB MNNTENANCE. RV'S 3% CROSS SLOPE nYPJ E_r _M _r _r _r —r _y -_ ` IPLr.. y // b CONNECfEDTO THIS CLEAN OUTSHALL HAVEAN EMPTY HOLDING AWAYFROMBULgNG - -'•` r t RV!MRgMGJ fto 1••(• TANK UNLNF NO CIPNMSTAPAC£SIUL1 ANYfLTNY1ENE GLYCIX SIXUNON(ANRFREQF)OROTNERTOXK UMINFROMANY MEIXSCHARGEDWTOMECLEANOUTBOWi3TANK. RECOMMENOPoSnNGA51GNAT MEf1fAN0UTTHAT RDH181T5RV N.O EANrC1q (nP.1 SEE DETAIL THIS SHEET, 3TRHP ALLTOPSOILSCARRYANIFECOM ACF SUBGRADEA 6"CLAS56AGGREWSETESAECDUR' 4 • r' r_ _.-,_.- _ s' NrK COMPACTED TOBS%STANDARD r + . H GRAPHIC SCALEMINIMUMOrR"DEPTHTOBS%STANDARD PROCTOR q,0 r am am rM 00'4 NOTES1. CONTAW IOINTS MAY EITHER BE TOOLED OA SA.C." 2. CONCRETE DETAIL NO.0-AREMSE'" N.T.S. 3. F.,- TO BE NO MOM MAN WO C. GENERAL UTILITY NOTES: 1. THE LOCATION'S OF UNDERGROUND UTILITIES NAVE SEEN PLOTTED BASED ON THE EXISTHG SURVEY PROWDED BY SOPRB ENGtNEFRING. THESE UTILITIES. AB SHOWN, MAV NOT REPRESENT ACTUAL FEID CONDIHONS. ITIS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAN LOCATES OF ALL. EXISTING UTLITIES PRIOR TO CONSTRUCTION. 2, ALL UTLITIES, BOTH UNDERGROUND ANO OVERHEAD, SHALL Be MARTTAINED IN CCNI'INUOUS SERVICE THROUGHOUT THE ENHRE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL BE RESPONSIBLE AND LIABLE FOR ANY DAMAGES TO, OR INTERRUPTION OF. SERVICES CAUSED BY THE CONSTRUCTION. 1 THE CONTRACTOR SMALL CONTAIN HIS .ONSTRUCTEON OPE AIRS TO WITHW THE SITE BWNDMIE4. THE C,vTMCT,R SHALL NOT OPERATE OUTSIDE MLS ARIA WITHOUT THE PRIOR EXPRESSED CONSENT OF THE OWNER OR FUSUC UTRJTY REPRESENTATIVES. 4. ANY DAMAGE TO PUBLIC OR PRNATE PROPERTY SV THE CONTRNCTOR OUTSIDE THESE LIMBS WITHOUT TTE PERMISSION OF THE PUBLIC OR PRIVATE CWIEER OR UEtLITY COMPANY REPRESENTATNES WILL BE THE RESPWSIBILRV OF THE CONTRACTOR. 5. ALL WATER SERVICES SHAU1 BE INSTALLED WITH A T LIINIMUM DEPTH OF COVER.IF GRADE CQNFiICTS OCCUR WITH E%HSTING UTILITIES. THE PROPOSED WATER MAIN GRADE CAH BE VARIED PROVIDED THAT THE MRRMUM DEPTH OF COVER IS MAINTAINED. S. THE CONTRACTOR IS RESPONSIBLE FOR CODRgNATION. SCHEDULING, AND INSTALUTION OF NATURAL GAS. ELECTRIC, CABLE TELEVISION AND TELEPHONE In1UEIES PURSWNE TO SPECIFICATIONS AND IRLITY SERVICE AGREEMENTS WITH THE UTRITY PROVIDERS. T. SYSTEMS DESIGNED FOR RE.-FIET4LL SEWAGE TREATMENT SHMI. ONLY RECEIVE SUCH NO DEGRADABLE WASTES FOR TREATMEMANO CHSPER&LL AS ARE COLI ETTBLE WITH NOSEIS BIq.OGICAL TREATMENT PROCESSES MOICATED IN THE BE PERETED DESIGN. IT RECOMMENDED HAENDEDTT ANY POTENTIAL RV DUMPING SHOULD REPERFORMED AT ALITHICIFFIZED O11DDIN PRIORICTO ATEMPORARYRV CONNECTION ET A SEWAGE SERVICE LINE ROUTED TOA SEPTIC TANK ASSIX:I FWITHAPERMITTEDOTITANYINTERMITTENTSl-P S - RA DISCHARGEOF SEWAGETOASEPTICTANKINLET FROMIV A AND DSHASOURCESHALLN01CONTAIN ANYTOXICTHEN THE SIHBLE BD iK WAMIDSHALLBEINTRODUCED INITIALLY AT EeLoW IE THEN THE LAST 50%OF BLACK WATER VOLUME DISCHARGED AT MA PATE BELOW 10GPM- E. OERNO CIRCUMSTANCESHALLANYARGE ENTGLYCOLIC OTHERTO%IL SUSSTANCE.OF ANY CONCENTRATION, BE DISCHARGED INTO A SEPTIC TANK. EXISTING LEGEND EXMTING EASEMENT EXISTING PROPERTY LINE EXISTING SETBACK a-- _ - EXISTING WATER MAIN r EXISTINGSPNITARYSEWERMAIN µ„o. EXLSTING ETC COMMON TRENCH EXISTING TELEPHONE EXISTING ELECTRIC EXISTING OVERHEAD ELECTRIC UC - EXISTING CABLE g . _. __ . E]LpnNG GAS t0 - KRISTIN G FIBEROPTIC EXISEINGSTORMSEWER Ex19TUEG WOOO FENCE EXISTING WIRE FENCE DUSTHNGCHAINLINKFENCE EXETING ROOK WALL FEMNFIRM FLOODWAY HE IOY STREAM SETBACK EIM/FIRM ZONE AE FLOODPLAIN LINE EXISTING GUY WIRE sTy EXISTING POWER POLE EXISTING FIRE HYD( UNT t•N MPSTtNGWATERVALVE EXISTING CURB STOP aEXISTING GAB METER EXISTINGELECTRICTRAAESFORMER E EXISTINGELECTRICMETER M — INGTELEPHONEPEDESTAL EXLSTINGGNPEm— a EXISTINGSEWERCLFANOUT EXISn- LIGHTKXM v EXISTING SIGN PROPOSED LEGEND ETCG PROPOSED ELEC. TELE, CABLE. GAS PROPOSED ELIC, TELE. CABLE C—G— PROPOSED G44 PROPOSED TELEPHONE PROPOSED TELEPHONE F T PROPOSED ELECTRIC GW11OP0.4ED CABLE i0 PROP06ED IIBER OPTIC PROPOSED WATER SERVICE 6"N PROPOSED 6•WATER LINE ar PROPOYEDACTIWTYENVELOPE PROPOSED DRY FIRE HYDRANT PROPOSED WATER -- P CIMSEDALVEPROPOSEDGAS METERNALVE PROPOS EDELECTRICTRANSFORMER m PROPOSED ELECTRIC METER m PROPOSED TELEPHONE PEDESTAL PROPOSED CAW PEOESTAL ROPOSED SEWER CLEANOUT PROPOSED GRAVEL DRIVE A'• ,a,' PROPOSEDCONCRETE Know whars below. Call before you dig. FORTK NEa ER I M,Tfs ER 44N1D Land+ Shelter 215 North 12th Street Unit C, PO Box 550, Carbondale, CO 1970.9610201 f 970.963. 0289 S OPUS ENGINEERING LLC WLCNSULTANTS uR I Pwa3L w Release d BteM plana confemlNales MDN¢ r coopa2lion among IM mvner, his M her wr,bacbr, ane iHe arcNNd. Des W, d s onc- n Rn wm AIoI, w arc ad hi-Ic.N, awrh1 ad dAg- hay camW9 arontee perlectpn. Gommuniwtbn s iro Ped end a w,Ningeacy cannot paled. A,ryambpM theorPI-SencY discovered by the use d see Dlana shall be rewrtetl immeWalely ro lM arcNtad Failure to mks me ercnilectwmpounesdersbrdingold increases. nswcwn web. A lo.operab by a -hit- notice W Ehe archedMt shoo mlleve VN ed from responsibRay for al wnsequelwes. Changes mBd Rom IhP Plans xiRwut wnxnt olihs arehhed an un_horbed and shat relieve the devgror ham all wr5equenws ansng out of rna PERMIT SET September 22, 2014 Revisions 02/05/2016 -Building move Job Site: EQUIPMENT BARN 8276 Snowmass Creek Road Old Snowmass, Colorado 81654 EQUIPMENT BARN SITE \ UTILITY PLAN Sheet Number. CE1. 0 U) 7z1.. 1. U) LjLU J•1 L) V 0- W W L. Of C) Z) LU W CO U H 283- 77 Q Job Site: EQUIPMENT BARN 8276 Snowmass Creek Road Old Snowmass, Colorado 81654 EQUIPMENT BARN SITE \ UTILITY PLAN Sheet Number. CE1. VEGAMHON 4.a .4'VfYE - TRAFFIC RATED CLEANOUT BOX/RV HOOKUP TWO-WAY SEWER CLEAN OUT DETAIL RV SEPTIC HOOK UP. SEF -3/4both AEMTFO SOIL ZONE SEEECr BACKFILL i"e'M1v nys A h EXISTING WATER SUPPLY BELL 4-G yr YsrMUNF FIULAYEROF -I I -I I -I I I I OUKX4RRLTRATOROR FROM PROPOSED OWTS FIELD FINISH DRAPE MI1H (3) T4' OA.RIBBED PW RISERS W LIDS AT 774E SURFACE MTIVESPL IIELApS dFfU5ER5PMY 11RKA1 YARD lANSURD SURFACE ORAGGRLATEPAVEDSMEACE iIOW gNfNEFNAH8-)506 PR F'ENE7RAli0N (TYR) INSTALL A4' RISER PIPE ON OCHER a g APPRDVFD EQUAL Y SGLtp1}•5[HD<O RPE N/A* FlNSH) PIr E i BY 1'ALONG TO25ATO Nt\\ yam 1 RLTERUND IIIA INSTALL CHAMBER END CAP p/ ALL END CNAUSERS TL"wCs YPFFP "" A'PEPER Pf fiMVEt USE CLFANCONGETf INS7ALL PUMP CON% BOX INLINE tX 97E 2- BLUE BOARD IFCONCMTEPAD1f REQu1RN UNPFRFAMaf4CIXrC SAND y. G"MRL DEPINOFEDVERMUS5 YI INGETEND THAN 3' 1 1/4• PVC SPED -40 CUSTOM PERFORATED PIPE DISTRIBUTION LATERAL DRILL t Y h \` `•. `•. 4" GRAVITY SEWER UNE IXCAVATED MATERIAL 4•RHER ffi• COMPACTED TO 90% NATIVE SOIL 4T STANDARD PROCTOR 1 So. 4 TRUE 77, 4, I t1ASS6ROAD B0.5E 4' R- 4'SfKERWE TRENCH CROSS-SECTION FOR OR HDPE PIPES ROW Row SYSTEM DISPERSAL ABSORPTION/ F1'R A MFNI BED N.T.S. RLSEAUO 4.a .4'VfYE - TRAFFIC RATED CLEANOUT BOX/RV HOOKUP TWO-WAY SEWER CLEAN OUT DETAIL RV SEPTIC HOOK UP. SEF -3/4both atlas- _ i"e'M1v nys A h EXISTING WATER SUPPLY BELL 4-G yr YsrMUNF IS LOCATED IN EXCESS OF 100' INSTALL -COUPARTAIENT 1000 -GALLON CONCRETE SEPTIC TANK FROM PROPOSED OWTS FIELD MI1H (3) T4' OA.RIBBED PW RISERS W LIDS AT 774E SURFACE NVsoR417 II'• I' INSTALL OHENCO BID TUBE 9MPLEX EFFLUENT PUMP ASSEMBLY IN TF RD COMPARTINENT F'ENE7RAli0N (TYR) INSTALL A4' RISER PIPE ON OCHER a g PRESSURE 006E TRANSPORT PTFE USE 125 4 Y SPO -40 W/ 10' ABN. DEPTH BURY. BED SPIPEW/ ROAD BASE. INSTALL AT HAUL M eAce TO TANK PIr E i 1 '• TO25ATO Nt\\ 1 INSTALL CHAMBER END CAP p/ ALL END CNAUSERS RECOMMENDED LOCATION OF CONTRA BOX INSTALL UNDERGROUND ELECTRICAL INS7ALL PUMP CON% BOX INLINE tX 97E 7. AND CONTROL WIRfS IN CONDUIT. ELECTRICIAN TO PROVIDE CIRCUITS AND WRFES FOR PUAIRS R .. A. CONTROLS TO CONTROL PANEL ELECTRICIAN TO COORDINATE W/ " 3 A,. . PR OE X/RES FOR PUMPS AND CONTROLS E3EOTRICIAN CfJNFM11 HIRE GAUGE 921 INSTALLER { j YI t \ AND COORDINATE WITH INSTALLER 1 1/4• PVC SPED -40 CUSTOM PERFORATED PIPE DISTRIBUTION LATERAL DRILL t Y h \` `•. `•. ORIENT ORIFICES BETMEEN 774E FIRST AND UST TO SPRAY UPWARD O'CLOCK) AGAINST INTERIOR OF CHAMBERS DRILL FIRST AND LAST 3, ORIFICES ORIENTED DOWNWARD AT BOTH ENDS OF DISTRIBUTION LATERO ALLOW DRAINAGE OF OUT OF I III ABSORPTION/TREATMENT FIELD W/ PRESSURE DOSED BFD U 14 -4 IN i RDW FOR A TOTAL ABSORPTION AREA ON 300USEUSEQUICK4 TCH A40ERSYSTEA SHALL BE INSWSEDTALLED FOR EQUAL RADE. T DI807ON O FTHECHAMBERSSHALLBEWITHINELEVELGRADETHEBOTTNIOFTHEBED70BEEXCAVATED6 -INC THE NATIVE GRAVELY LOAMY SAND ABACKFILLED ATIV A LACOFUM 36 -MPF SWT FlOFR DYER. INSTALL wnN A MIN. 12' NATIVE BAPOTLL COYER OVER X. Qe 80VE A JA 3 RC FIELDFINISHSURFACEAPPROX. 8' ABOVE ADJACENT GRADES ib.A I I AIS KS7AiL'4` RISER PIPE INSPECTION GM1Y lIOt 'I I FORTATONE FF EACH PAINED END4' O 7' TAW PENETRATIONS (IVP.) LOW i If } FfEiM7D s I I RV SEPTIC HOOK UP. SEE RDETAILONSHEETCCL.O 2 WAY CLEAN OUT / l Q.. S RV SEPTIC HOOK UP. SEF -3/4both RDETAILONSHEETM.0 EXISTING WATER SUPPLY BELL 4-G yr YsrMUNF IS LOCATED IN EXCESS OF 100' MSM65 FROM PROPOSED OWTS FIELD NVsoR417 V :. ' INSTALL 4' RISER RPE IN9aECTON PORT AT ONE OF EACH PARD END CAP F'ENE7RAli0N (TYR) INSTALL A4' RISER PIPE ON OCHER a g PAIRED ENO CAP PENETRATION ABOVE LEIS 1.25'RFOR FLUSH BALL VALVE TI$ APLRFCRATEDDISTRIBUTIONlA7ERAL Ai Y PIr E i em- 050 f/ INSTALL CHAMBER END CAP p/ ALL END CNAUSERS 4, Know whars below. Call Rbefore you dig. Toa „'.E°'N'. NCRor'DF'aM« anc" mNu'T DIFF WISELECTED BACKFILL ICKI ATOROR EQUAL BIONFFUSER SPINY SHIELDS HPW45•BENO I Y'w'--i- rARKRIBERS I J SEWAGEFIFMPW/ DISCHARGEASSEMBLY l ONLRETESEPiIC V , , aPOPAITBITAND TANK ORGANIC RIHEONWpIGANIC501t TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT 1. ADDITIONAL INSPECTIONS AND RECOMMENDATION WILL RE MADE BY THE ENGINEER DURING CONSTRUCTION TO APPROVE THE LAYOUT OF THE MOUNDED INS FILTER BED SYSTEM, VERITY INSTAIUTION0 f SPE NFIED MATERIALS ANDGWSCOMPONENTS. 2. PRIORTOWO RUCTONOFMERRMRTEDSYSFEMTHEENGINEERSHOUWBE CONTACTED BY THE PROTECT MANAGEIL/CONTMCTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TIME TO OSCUSS THE SYSTEM COMPONENTS WITH THE CONTRACTOR ANSWER QUESTIONS, RESERVE ANY CONFLICT ISSUES MD SCHEDULE INSPECTION SIE VISITS BASED ON CONSTRUCTION PROGRESS A PRE -DWS CONSTRUCTION MEETING WOR THE ENGINEER, THE CONTIACfO t ELECfRICMN AND THE QUALIFIED INSTALLER IS REQUIRED PRIOR M INSTAWlON OF THE OL'2S KOM- 3. REGULATONSREQUIRI -TME DESIGN ENGINEER OFRECOROPERFORMSRE INSPECTIONS OF THE RAMMED SYSTEMW WING NNSTRUCTiONAND PROVIDE ASBUILT• DOOIMENTATION OFTI E INSTALLED SYSTEM M TIIETIIE COUNTY AFTER CONSr11UCTION IS COMPLETE. WE RECOMMEND TMT INSTALLED OWS COMPONENTSBESURVEYEDTOOBTNREQUIRED A5-BUILTATTHE REGULATIONS FURTHER REQUIRE SITE INSPECTIONS ANOAPPROVALBYTHE OF MYENVIRONMENTALHUtTNNG. THMENTOFTHE EOUNTDCOMPONENTS EN TRE SYSTEM PRIOR TOTHUCARTM N THEREFORE O BEENWRIEDOfT EHEALTHDEPARTMENT SHW(DALSO BE CONTACTED AND NOTIFIED Of THE CONSTRUCTIONSCHEWIE. 4. CORMACTORM ED DISCUSS ISSUES REGARDING SRCIFIEATh-,INSTALLATION AND OPERATION OF GWS MECHANICAL SYSTEMS AND CONTROLS WITH THE SUMUER/INSTALIER AND/OR THE ENGINEER. 5, OUR DESIGN ANO RECOMMENDATIONSARE USED UPON OUR EVALUATION OF THE IXLS ANDPROPOSEDATECONDITIONSANDINFORMATION5UPPLIEDM 58YOTHERS.IFSITEMND SAREFOUNDTOBEMFFERENTFROM NNDmOM ASSUMED OR INDICATED, WE SHOULD BE NOTIFIEDTO EVALUATE NY EFFECT ON THE PROPOSED OWS OWTSCOMPONENTSUPPLIER on.2 RVALEEYPNEfILSi,ING BUENAVISTADUEvlsrA c0 elzu IN FEET) 1 inch = 10 R 8060 i R EXISTING WATER SUPPLY BELL 4-G yr YsrMUNF IS LOCATED IN EXCESS OF 100' MSM65 FROM PROPOSED OWTS FIELD NVsoR417 T r 1 0 GRAVITY BGm Mfe 1}' RRFORATFDDISTRiOIliION.. Raw Ai Y PIr E i em- 050 f/ INSTALL CHAMBER END CAP p/ ALL END CNAUSERS 4, DIFF WISELECTED BACKFILL ICKI ATOROR EQUAL BIONFFUSER SPINY SHIELDS HPW45•BENO I Y'w'--i- rARKRIBERS I J SEWAGEFIFMPW/ DISCHARGEASSEMBLY l ONLRETESEPiIC V , , aPOPAITBITAND TANK ORGANIC RIHEONWpIGANIC501t TESTING, INSPECTIONS AND CONSTRUCTION MANAGEMENT 1. ADDITIONAL INSPECTIONS AND RECOMMENDATION WILL RE MADE BY THE ENGINEER DURING CONSTRUCTION TO APPROVE THE LAYOUT OF THE MOUNDED INS FILTER BED SYSTEM, VERITY INSTAIUTION0 f SPE NFIED MATERIALS ANDGWSCOMPONENTS. 2. PRIORTOWO RUCTONOFMERRMRTEDSYSFEMTHEENGINEERSHOUWBE CONTACTED BY THE PROTECT MANAGEIL/CONTMCTOR WELL IN ADVANCE TO PROVIDE ADEQUATE TIME TO OSCUSS THE SYSTEM COMPONENTS WITH THE CONTRACTOR ANSWER QUESTIONS, RESERVE ANY CONFLICT ISSUES MD SCHEDULE INSPECTION SIE VISITS BASED ON CONSTRUCTION PROGRESS A PRE -DWS CONSTRUCTION MEETING WOR THE ENGINEER, THE CONTIACfO t ELECfRICMN AND THE QUALIFIED INSTALLER IS REQUIRED PRIOR M INSTAWlON OF THE OL'2S KOM- 3. REGULATONSREQUIRI -TME DESIGN ENGINEER OFRECOROPERFORMSRE INSPECTIONS OF THE RAMMED SYSTEMW WING NNSTRUCTiONAND PROVIDE ASBUILT• DOOIMENTATION OFTI E INSTALLED SYSTEM M TIIETIIE COUNTY AFTER CONSr11UCTION IS COMPLETE. WE RECOMMEND TMT INSTALLED OWS COMPONENTSBESURVEYEDTOOBTNREQUIRED A5-BUILTATTHE REGULATIONS FURTHER REQUIRE SITE INSPECTIONS ANOAPPROVALBYTHE OF MYENVIRONMENTALHUtTNNG. THMENTOFTHE EOUNTDCOMPONENTS EN TRE SYSTEM PRIOR TO THUCARTM N THEREFORE O BEENWRIEDOfT EHEALTHDEPARTMENT SHW(DALSO BE CONTACTED AND NOTIFIED Of THE CONSTRUCTIONSCHEWIE. 4. CORMACTORM ED DISCUSS ISSUES REGARDING SRCIFIEATh-,INSTALLATION AND OPERATION OF GWS MECHANICAL SYSTEMS AND CONTROLS WITH THE SUMUER/INSTALIER AND/OR THE ENGINEER. 5, OUR DESIGN ANO RECOMMENDATIONSARE USED UPON OUR EVALUATION OF THE IXLS ANDPROPOSEDATECONDITIONSANDINFORMATION5UPPLIEDM 58YOTHERS.IFSITEMND SAREFOUNDTOBEMFFERENTFROM NNDmOM ASSUMED OR INDICATED, WE SHOULD BE NOTIFIEDTO EVALUATE NY EFFECT ON THE PROPOSED OWS OWTSCOMPONENTSUPPLIER on.2 RVALEEYPNEfILSi,ING BUENAVISTADUEvlsrA c0 elzu IN FEET) 1 inch = 10 R 8060 4-G yr YsrMUNF MSM65 iCK"g INERIT rtes en"BIO NVsoR417 1 WIMMIZ(gN.ygggyT. 13iN5ER.9PMYSHIELIS 0 GRAVITY BGm Mfe 1}' RRFORATFDDISTRiOIliION.. Raw PIr E i em- 050 FF EQ BARNAFF 7. women". 4" GRAVITY SEWER UNE B4'!® PIL7p1, _ B11R0 lOW ULLDN THREE So. p,Dg OF,m 14W 3-26 EQ BARN SEPTIC ALIGN PROFILE 1000 Gallon Top Seam Throe Compartment item a With High Head Pump 1000Ta0Pie11 mat, eRbN Inow VW-4 TOPVlaw I Section wv • arv.+• r Vi ia..w .ehaw..Faw.wrem tRnOr (awy R•wLlreF NNWaw sa•,pr•Nw rslamNrd4NNYNb1NNIKRao' wera - >mmmMLBn p.•r..rr D+4 ae rrw a ""a ALLEY :e fNc D+gX1B4BT0 aR1I•VR6,0001 i lRH,CASTAERB. •BWwta OWISSYSTEMNOTFS L AU.-YEMALS ANDimTALLAT SH UCONFMMMO ATEANDCOUNIYONWEWASiEWATERTREA MTSYSTEM JOINTS) RMUMMVNS. 2. IT 6 THE RESPONSIBILITY OF THE PERIMETER TO CONTACT ALL UMTrV COMPANIES FOR FIELD LOCATIONS OF UTLUTIPS PRIOR TO CONSTRUCTION AND EXCAVAn-- 3. ALLSEWERLMUMBESM-35UMEDINCIA556,SOR-26BEODMIN SCIRNEDNATIVEORSCHEDULE40PVC.PIPE BEDDED IN SCREENED NATIVE MATERIAL UNLESS NOTED OTHER- 4. THERWISE. 4. INSTALL TWCWAY QUAN OUT ON THE SERVICE UNE FROM BUILDING TO TANK 5. THECONTMRORSHALLENWREAU"ERUNESANOSEPRCTANMAUWATERTIGHT. ANYPOTENTIALPLUMOWGUAKS SHALL BE REPAIRED TOAVOID EXCESSIVE WATER ENTERING THE SEPTIC SYSTEM. 6 MESEPM TANK SHALL BE INSTALLED LEVEL ONCDMRACRD EARTH. INSTALL WATERTIGHT RISERS AS NECESSARY TO BRING ALL REQUIRED ACCESS POINTS TO THE FINISHED SURFACE GRACE. ASANITARY BAFFLE TEE IS REQUIRED ON THE SEPTIC TANK INLETAND OUTLET. INSTALL THE INLETAND OUTSET TEES RUMS AND IN A POSITION TO ALLOW EASY INSPECTION AND MAINTENANCE OF TANK FROM THE TANK RISERS B. AN EFFLUENT FILTER 6 REQUIRED. INSTALL A4" EFFLUENT FILTER WITH THE TANK DI/RETSMITARY TEE OF THE SEPTIC TANK OR APPROPRIATE HLTER SYSTEM WITH A DISCHARGE PUMPASSEMBLY. THE GRAVITYOR PUMP SYSTEM FILM SHOULD BE INSPECTED EVERYSN MENTIS. THE EFRUEM FILTER SHALL U MAINTAINED AND CLEANED WHEN TINETANK n PERIODICALLY PUMPED OPA$NECESSARY. INV/ ASUITAMEEXTENSIONONTHEFILRRWISHAHANDLETOSEWITHIN6'BELOWTHE ACCESS UD. 9. THE TREATMENT BED MUST BE MARKED AND PROTECTED TO PREVENT DAMAGE FROM VEHICULAR AND RESTOCK M91C 10. THE ENTIRE TREATMENT BED SURFACE MUST BE SODDED OR RENEGETATED WrFH GROUND COVER. 11, THE TREATMENT BED SURFACE MUST BE CROWNED TO DIVERT SURFACE DRAINAGE AWAY FROM TIE BED. 12. THE DIMENSIONS SHOWN ON THE RAN INDICATE MINIMUM AREA AND SEPARATION DISTANCES FDIC THE GWS COMPONENTS. 13. THE RED SHALL BE LEVEL WITH DISTRIBUTION PIPES INSTALLED PER EQUAL PRESSURE DISTRIBUTION. 14. MEBEOSHALL8EOVEREXCAVATEDTOALLOWPIACEMENT OF THE SPECIFIED SANG FILTER TREATMENT MEDIA LAYER. THE BOTTOMSUMACSANOSIDEWALLSOFTHETRENCHMBES IFIMMDMaDASNELEASWYPRIORTOPLACEMENTOF THE LEVELING SAND. I5. THE TREATMENT BED SHALL BE CONSTRUCTED WITH CHAMBER UNITS PLACED OVER THE SPECIFIED SAND LAYER FOR USE AS SPINY SHERDS. THE CHAMBERS, SAND AND DISTSIBUDON PIPES SHALL BE COVERED WITH HLTER FABRIC TO ME STIES Of THE EXCAVATION. 16. THE MINIMUM COVER OVER THE TOP OF THE CHAMBER SPRAYSIIELD UNTIL SHALL BE 12 INCHES NOT TO EXCEED tB". TI[BEDOtAh'DNOTMiSE.^"ACKFTL'ED TOTHESURUM4'.w.HEY.CeyA7en MASMS unm DAWVCMEUC UMATERbllSHALLMOTEXCEED3'DIAMETeI. A MINIMUM 4' DEPTH OF TOPSOtt IS TO BE PLACED ABOVE THE flKKFiLL TO THE FINISH SUflfACEGRADE 13 HALL VANESLAZE PER PLAN) SHALL RE INSTALLED ON THE TERMINAL 11011PERFORATED DISTBRI-ON PIPELUST BELOW THE 4" INSPECTION PORTS 19. ALL INSTALLATION OF THE OIANIHN UNITS SHALLBE IN CONFONMANEF WTTH THE MANUFACTURES INSTALLATION INSTRUCTIONS THE ABSORPTION FIELD SHALL BE INSTALLED PER THE REQUIRED SETBACK DISTANCES: ID Fat Mom any P-ty III- IS IISfeethornanypotableWeberWPPIVRne 20 Feet ftcYh any of -,,i2 dwellmg. 100 Fen Mom any well, Bangor cistern. 25 Tat tram manage awola or eltMea DISTRIBUTION SYSTEM NOTES: 1. EFFLUENT FROM THE SECONDARYSEFTICTANKCOMPARTMENT WILL FLOWTO TIE THIRD COMPARTMENT THATHAS A BIO CUBE DOING BASIN WITH ASMM..0I HIGH HEAD EFFLUENT PUMPASSEMBLY. EFFLUENT WILL BE EQUALLY DISTRIBUTED TO THE TREATMENTSED VIA THESPEOFIED MOIMWAL TRANSPORTUNE TO THE PRESSURE MANIFOLD ATTIRE HMD OF THE BED. ISEE PUN CALL0UT5 NOTES) 2. THE SPEORED CUSTOM PERFORATED PRESSURE DISTRIBUTION LITERALS WILL BE INSTALLED BELOW THE CENTER OF THE SPRAY OLD CHAMBER ROWS ON THE SND LAYER SURFACE. THE DISTRIBUTION PINES WILL HAVE 3/16" ORIFICES DRILLED AS SPECIFIEDAT EQUAL INCREMENTSAIDNG ME PIPE (SEE PUN CALLOUTS) 3. THE DISTRIBUTION SYSTEM SNAIL DIST RIBUTEFLOWEVENLYACLMMEINTEiXtIT UNDFILTERBED. TIEMINIMUM AOR OF THE TMNSPOSTPIVE FROM THE DOSING TANK TO THE PRESSURE MANIFOLD SHALL SHALL BEA MINIMUM 25% i0 ALLOW FOR DRAIN MOL ALL DISTRIBUTION PIPING, CONNECTIONS AND FITTINGS SHALL SE WAMRPGHTAND INSTALLED TOINSURE EWAL DISTRIBUTION TROUGH THESYSTEM. 1.£LTRIGL NOTES1. ANORENCOSYSTEMS CONTflOL PANEL SHALL BEIhSTALlEO BYAWAIIFlEDo THEPERIN COORDINATIONWRHTHE ELECIRILAN. WE RELOAIMENOItOY'O(1)C0AMPRVIUSeMOVR3EDTOTHEPUMP.THEPoWE0AMP5IFGRINEPUMPSANDCONTROLSSHALLfDN515TOi(1JIOAMPDOUNLEE L gM ITSFORTHEWMPANC URN SINGLEPIXEORNfnFORCONTROLS. PANE(5 m BE INSTALLED IN UNE ORATE WISH iANKANDOR WRAP URNS 2. THE CONTRACTOR SHALLINS TALL ELECTRICAL SUFRY WIRE IN CONDUIT FROM THE SERVICE PANEY TO TGE WALL MOUNTED CONTROL PANEL 3. THESYSTEMQUAUFI£DMSTALIERSFWLMSTALLELECf LOJRER"Y"E5MWXUMI DUOFROM RIE CONTROL PANEL(51 TOTHE DL5CHARGEWMPASSEMBLY'51UNCRON BORON THE RESPERWE RLTERSOVER TFIE TANK OR BASINS. INSTALL COCFO WIRES PER CONTROL PANEL DWGRAM.INSTALL &LWIRESFOR PUMPAW CONTROLS WITNCOHDIXT NEARSPLREBOX ELECIRICMNTOCOO UWNW/SYSTEMINSTA/lfR. INSTALLATION CONSULTATION BYVALLEYPRECAST, INC TE3. MMMY RV HOOKUP NOTE SYSTEMS DESIGNED FOR RESIDENTIAL SEWAGE TREATMENT SHALL ONLY RECENE SACH BIO DEGRADABLE WASTES FOR TRENWENTANO DISPERSAL AS ARE COMPATIBLE WITH THOSE BIOLOGICAL TREATMENT PROCESSES INDICATED IN THE SUBMTITED DEIGN. R IS RECOMMENDED TMT ANY POTEMAL W DUMPING SHOULD BE PERFORMED AT AN AUMORIZEO W DUMP STATION PRIOR TO A TEMPORARY W CONNECTION TO A BEWAOE BERRICE HANE ROUTED TO A SE TANK ASSOCIATED WITH A PERMITTED OMITS. ANY INTERMITTENT SUPPLEMENTARY DISCHARGE OF SEWAGE TOA SEPTIC TANK INLET FROMAN AAIXILWRY SOURCE BALL NOT CONTAIN ANY TOXIC NON -BIO -0 GRAOABRE ADDmVES AND SHNL BE INTRODUCEDINTTIALLY ATAMIIX THENTHELASTBOXOFERACKWATERVOLNIED44GFIARGEDATA RATE BELOW 10 GPM, UNDER NO GRCUMSTANCE SHALLANY ETHYLENE GLYCOL OR OTHER TOXIC SUBSTANCE, OF ANY CONCENTRATION, BE DISCHARGER INTO A SEPTIC TAW. Deaign camalabon, overs nshRaHpn f.. GINIS with a minimum 2 -bedroom raasRY. From the n -1y of ectne Aare RegWeae 43 Minimum Pomd-Based w 2 bedrooms -4 arsons. Gallon, ar day per Person =75 gel Wp Wda Np aakMg hoar Mu Down flow fQojg-ffom/day = to of people) a Last'. ffMW'VF"AWday. Do,dVflow Qd 4•]S=3W,EFd Septk Tank OeLgm Use ,101X) gak , Ho. cosnamnrnt -bb, tank with a bb-Nbe doseg assembly h the Uerd chamber Total tanks Dlyu1500P11- a Sub Surface Condnfons and TI -S The native,dls m the Imposed DINTS Gem blabon are Mar Sod m a sdl tya a ood/or type1 mnsNtirc of eamy Mnd to Ana ham-wnh ABIMEIM gr"A wbblas a' bo hd-ThEt soli has aneHecGasymkNd,eof 0.g G,VS.F./day fora loud 1 Mme ti -I treatmem sYatem or 3.0 GRI/Sf./day sora sa'sNh.. Due to nmlt' yea and ro promdeop[insal bea[mentan knermilhn M' Ad Idsremmmend' G.0 jf be McUare p,- b, tohem the k1 th suAace. N addleovalsoileWluetlPn will bep'onned premrofinal conrtmttlon rovedfy the wih In thepmpo,ed nam aXrayatwn. Mtermlttent Sa' FBEtr T.- LMR/ Absorption System DeiO TION Leatment/absorytion fleet I, de,lgned based a util-g the effective Lang Term Amephnce Rah LT.) fora,, I-- sand Roe, Uea -system IR-,, pressure dosed dMNb-lebevaH a' II,- tNYh- I. MVMysANMs. The new' b.. -system 11 --of. Too, 1. dosed sa' finer Teatment bed System 1h a 36 -inch layerd filter sash (ASTM -33, "CP-ete and"). Earc-Accepbrla UP, (LIAR) Considering the applkalen of the new -he -1.6on a. Peceiving Wastewater Treatment level l; loadirc rahlorsand finer (s (I.ogal./SFJday)/or Nw minMum 36• I o/ Fab!,, 0- 2m' W; loading Iwxars, jTabe 162, pressure dosed appliodon bed • LO) A(A- Qd. A -Area, LTAR LTAR = 1.0 G*S.F./d Y for ASTM -33. 'CMaete M,oI' Qd = flow fgaVday)= 30D Md LFI -1.o preaaarE eDNrc Alen= 30010 -3DD S F. 1.0 G F dry fTM36-UMes36-Weh aFLYby S'bedroamvnmum 3.5'depth belvsv finish grade Snrilysurhce antl badtRll wRho/S3T, "CanLretevnd' Install l run 4/mstMsl ar/are[ed 125 nch dlstdbutlrn mteralan top vi sand layer a' cwerwlM 14 thdri Nwmbers Int doed 14 Mamby unns fisc uuas Pressuredose sprayshells, ssdelineated ontheepen. The bed will be os' Mom Ule silnpkA NO head dlstdbutian pump system Wtall' M the MiN comarhnent of Ne septic tank. 444- Land+Shelter 215 North 12th Street Unit C, PO Box 550, Carbondale, CO 1970.963.0201 f 970.963.0289 S onus E NGINEEFI NG U.C. IVIL CONSULTANTS RNeeae of iM1eae gena mnmmpbba Narwr woperatlan d! the Rte oWTwr, hH ar Iwrtacla, d! the ard,ietl. Deaipl ab tanamMehwr -.1-hetN .1 - hex. AlMdFjt gw amhbC asd have perbrtmd tlw'v with due rare a' 6'49mw. Net' nrotgVamnmelaxfwew.r maNniwumb Intdotla'every!E,Rty dfi centsLIn6dpaAnyembguly«dmdeper y diemverad by the use of rheas garis "I be reported i,nm'ialaly b Ne --FeWre b rwtlfYde em g wmpurda I- Ana Irw thy wnstrucbwwamALanumbwoperahLyesmWenpNm IP IM1e ..hi- de rcn tea anan reuw.e Re Nalea Tran d. -id -t , atheeaitMomNeelddoYd.9 .. arM lett are unaumaazed erd Map repave tlw Mcimw ham atl wnaeauyma enakN M of M1 Men PERMIT SET September 22, 2014 Revisions A 02105/2016 -Building move 03/03/2016-OWTS permit IV Z F- U) C`A J m W W WW Z o g..l.w 0 D WW W m L U Job Site: EQUIPMENT BARN 8276 Snowmass Creek Road Old Snowmass. Colorado 81654 OWTS PLAN Sheet Number. CE3.0 March 3, 2016 Andrea Korber Land + Shelter PO BOX 550 Carbondale, CO 81623 andi@landandshelter.com Bryan Daugherty REHS Pitkin County Environmental Health Department 76 Service Center Road, Aspen, CO 81611 RE: Cameron: Eagle's Rise Onsite Wastewater Treatment System (OWTS), Design Report for Main Residence at 8276 Snowmass Creek Road. Pitkin County SE Job No. 13098, Parcel Number: 264527300004 Dear Andrea and Bryan: This letter provides design information in regard to the proposed Onsite Wastewater Treatment System (OWTS) delineated on the civil plans. The OWTS system is proposed to serve the proposed equipment barn facility that will be constructed in accordance with the design recommendations and specifications delineated on the civil design plans, OWTS and Details, by Sopris Engineering dated February 25, 2016 and previously dated February 5, 2016, submitted in support of an building permit application. The proposed OWTS improvements discussed in this report are shown on the attached plan. The site is located at 8276 Snowmass Creek Road Ranch, in section 27 & 34, T9S, R86W in Pitkin County, Colorado. The proposed site includes: a single family home, a barn with a caretaker's dwelling unit (CDU), an indoor riding arena, site access road improvements, and site landscape features. Separate OWTS Permit applications have previously been submitted for the main house and the CDU under separate cover. ExistinE Conditions The site existing topography, buildings, driveways, and other improvements are shown on the 2013 Improvement Survey Plat with topography prepared by SE. The existing site generally slopes from southwest to northeast at a grade which varies across the site. The west and south sides of the development are generally steeper. Snowmass creek is located along the east side of the site. The site vegetation consists of native oak, aspen, and cottonwood trees and meadow lands. The portion of the site that comprises the equipment barn development area has been previously disturbed. The relative flat grades within the building envelope are lower than the surrounding undisturbed land. Design Recommendations Based on our findings the design and installation of an engineered OWTS with enhanced treatment is feasible in accordance with applicable Pitkin County and the State of Colorado regulations. The Equipment barn facility includes 1 and 1/2 bathrooms for use by the care taker employee and residents of the property that will be served by the new OWTS system. The facility will be used for temporary parking of the owner's RV units. The system was designed based the current Pitkin County design criteria and the design criteria approved for the use of a pressure dosed sand filter (SF) system. The design is in compliance with the current County Regulation No. 43 with area 502 Main Street • Suite A3 • Carbondale, CO 81623 970) 704-0311 Fax (970) 704-0313 SopsRI ENGINEERING • LLC civil consultants Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 2 calculations based on the LTAR loading rate for ASTM -33 filter sand per a minimum equivalent 2 bedroom design flow capacity. Design recommendations include the installation of a three compartment 1000 -gallon concrete septic tank that includes a 500 gallon dosing chamber equipped with a simplex pump dosing assembly and associated piping and controls. We recommend the use of a full pressure dosed Sand Filter (SF) system to provide good secondary treatment performance in the relatively rocky soils. The system includes the installation of an Orenco Systems simplex high head pump with a Biotube vault installed in the dosing chamber of the septic tank. The SF field will consist of a single bed installed to provide for equal pressure distribution of effluent across a 300 S.F. treatment/absorption SF field with36-inches of filter sand below gravelless chamber spray shield units. The effluent will be dosed to the single distribution row via an individual custom perforated pressure distribution pipe running the length of the 60 feet by 5 feet sand filter bed. This technology will mitigate any potential for excessive hydraulic loading and allow for even dispersal of effluent over the entire field area. The sewer pipes will be installed as specified with respect to design grades and other utilities with appropriate sealed pipe sleeves to be installed as necessary if any section of gravity sewer or pressurized effluent pipes cross through a structure or are in conflict with any other utility. The gravity sewer pipes routed to the 3- compartment septic tank will be bedded and backfilled with Class -6 base material and encased in blue board insulation if depths are less than 3 feet within the driveway/autocourt area. Any additional installation techniques not shown will be documented and included with the AS -Built certification drawing to be submitted after construction is completed. The effluent will be pressure dosed to the head of the SF and will be equally distributed across the sand media absorptive surface. The SF system is designed based on the design flow rate for an equivalent 2 -bedroom single family residence and the LTAR rate for minimum 24" depth of placed filter sand. The GSF system is designed to dose small quantities of effluent across the bed for single pass treatment followed by infiltration of the treated effluent into the underlying soils. The system will meet all required setbacks and be installed within the general location indicated on the plan. Our design is outlined below and delineated on the attached design and construction plan. Sub Surface Conditions and observation A soil evaluation including USDS soil texture analysis was performed by Sopris Engineering in the vicinity of the building envelope to determine the design criteria. The soils were evaluated to determine the soil type, potential design hydraulic loading rate and determine the appropriate site specific treatment technology. The area within the building envelope had been previously excavated and the existing localized subsoils were exposed on the surface and along the excavated embankments to variable depths from 3 to 6 feet below the natural surface grades. The exposed soils below 1 foot of pre-existing natural grade consist of gravelly loamy sand to sandy loam with cobbles and small boulders to depths of 6 feet. The percentage of rock is approximately 30% to 40%. The rock and gravel is interspersed with the loamy sand to sandy loam soil matrix that generally has granular structure -shape and moderate to weak structure -grade. An additional shallow excavation was observed in the disturbed area to a depth of approximately 8 feet below the pre-existing natural grade that revealed consistent soils those in the exposed embankments. No free water was encountered in this excavation on site. Seasonal high groundwater levels are expected to be over 9 feet from the pre-existing natural grades. Based on the initial soil evaluation the soils are characterized as soil type 0 to 1 where the use of imported media is appropriate for effective treatment. Outside of the disturbed area to the east, the soils below 3 to 12 inches of topsoil consist of the same loamy sand to loamy to sandy loam soil with gravel and cobbles. This underlying soils are composed of mixed colluvial type Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 3 materials, transported and deposited over time from the up gradient mountain side, consisting of gravels & cobbles in the sandy soil matrix. The soil appears to be consistent across the immediate site area. It is recommended that a minimum 3 foot deep sand filter be installed just outside the disturbed area. Therefore the effective field design LTAR loading rate for the sand filter is of 1.0 gal/S.F./day for a level 1 treatment system. An additional soil evaluation, including USDS soil texture analysis, will be performed, by Sopris Engineering, in the actual location of the proposed treatment absorption field during construction to verify design assumptions prior to installation of any system components. OWTS Design Criteria The equipment barn facility capacity is based on a minimum 2 -bedroom single family residence. The design flow is calculated as follows: Residence unit - 2 -bedrooms @ 2 person /bedroom = 4 persons From the Pitkin County OWTS Regulation; Max. Design flow (Qd) = # of people x 75(avg. flow) gal/person/day. Gallons per day for the subject house = 75 gal/person/day Qd = 4*75*=300 a 1/dam The septic tank capacity required for a minimum 48 hour retention time is calculated as follows: V = 600_ gal/day * 2 =600 gallons. Use a minimum 1000 gallon 3 -compartment concrete septic tank with a total of 1500 gallon septic capacity in the primary, secondary and dosing basin compartments. The third tank chamber serves as a dosing basin with an Orenco Systems bio tube vault, simplex effluent pump assembly installed with an and associated piping and controls. The three access openings on the tank shall have sealed risers with lids extended a minimum 4 -inches above the finish surface grade. The third chamber dosing compartment shall have a 24 -inch ribbed PVC riser with fiber lid. This riser shall be installed with an exterior splice box near the surface and a transport pipe grommet penetration at the base. All lids shall be accessible and maintained to set above the finish surface grade. All biotube pump assembly components shall have appropriate handles extended to within 12 -inches of the access lid. Intermittent Sand Filter Treatment media/ Absorption System Design The treatment/absorption field is designed based on utilizing the effective Long Term Acceptance Rate (LTAR) for an intermittent sand filter treatment system utilizing pressure dosed distribution laterals and gravelless chamber units as spray shields. The new treatment system will consist of a fully pressure dosed sand filter Treatment bed System with a 36 -inch layer of filter sand (ASTM -33, "Concrete sand"). Long Term Acceptance Rate (LTAR) Considering the application of regulation 43 for design of unlined sand filters: Receiving Wastewater Treatment Level 1; loading rate for sand filter is (1.0 gal./S.F./day) for the minimum 36" depth of treatment media; Loading factors L.F. ; (Table 10-2, pressure dosed application bed = 1.0) A(sf) = Qd x L.F.: A(sf) = 300 gpd x 1.0 = 300 S.F. A = Area; Qd = flow (gal/day) = 300 gpd LTAR 1.0 Gal/S.F./day L.F.1=1.0 pressure dosing LTAR = 1.0 Gal/S.F./day for ASTM -33, sand Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 4 Excavate a 60' by 5' bed to a minimum 3.5' depth below finish grade. Scarify surface and backfill with 36 -inches of ASTM -33, washed concrete sand. Install 1 run of custom perforated 1.25 -inch distribution lateral on top of sand layer and cover with 14 Quick -4 chambers in 1 row with 14 chamber units for use as pressure dose spray shields, as delineated on the plan. The bed will be dosed from the simplex high head distribution pump system installed in the third compartment of the septic tank. The top of the sand filter layer should be placed at an average depth of 18-30 inches from existing natural grade. The standard Quick 4 chambers shall be installed over the top of the sand along the centerline and be backfilled with a minimum 12 -inch depth of cover. Filter fabric shall be placed over the chambers and the entire minimum 5 - foot wide by 60 -feet long extents of the sand filter bed. The slightly mounded field shall be constructed with final surface grading at a minimum 6 -inches above the surrounding surface grade with a minimum 3 -inch topsoil layer placed over the field surface. The bed shall be constructed level and generally follow natural contour grades. The chamber row shall be completed with standard end caps installed at both ends. A piezometer monitoring well pipe riser with threaded cap will be installed near a corner of the field and be extended down to the excavated surface depth at the bottom of the placed sand. Effluent Distribution Svstem The OWTS field shall be fully pressure dosed along the entire length of the single distribution row. An Orenco Systems Bio Tube pump vault system will be installed with an effluent screen in the third compartment of the septic tank. The pump system shall incorporate a single high head pump. The simplex pump assembly will demand dose effluent through a single 1.25 -inch diameter PVC transport pipe from the pump assembly and connect to the single custom perforated pipe at the head of the bed. The 1.25" discharge transport pipe shall be installed with a minimum 2.5% continuous slope to allow drain back to the tank. The transport lines will be installed with a high point fitting connection at the point of connection with the chamber end cap. The effluent will be equally pressure dosed through 1.25 -inch custom perforated distribution lateral running the length of the treatment bed installed on top of the sand filter layer. The pipe will have 3/16 -inch orifices drilled every 3 feet oriented upward to spray against the interior chamber unit that will broadcast the effluent onto the sand surface. The first and last orifice will be drilled and oriented downward with an orifice shield to allow drainage of the line. A 1.25" ball valves will be installed at the end of the perforated distribution lateral centered below one of the pair of end cap vertical inspection port penetrations at the terminal end of the field. Two vertical 4 -inch inspection ports will be installed from the pair of end cap inspection port penetrations at the terminal end of the field and one 4 -inch inspection port will be installed from either end cap penetration at the head of the field. All inspection ports shall extend a minimum 12 -inches above the finish grade and be topped with a treaded cap. Pump operations shall be controlled by a wall mounted exterior control panel in direct line of site with the tank. Automatic float switches for on, off and high water with alarm activation shall be installed on a dedicated PVC float tree. Two separate circuits from the electrical circuit panel and/or junction box shall be routed to the control panel for separate power to the controls and pump. Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 5 Construction and Inspections Prior to construction of the permitted system, the engineer should be contacted by the contractor and construction project manager well in advance to provide adequate time to discuss the system components with the contractor, answer questions, resolve any conflict issues and schedule inspection site visits based on construction progress. A pre-OWTS construction meeting is essential and required prior to installation of the OWTS. The engineer, prior to excavation shall inspect the staked location, of the proposed treatment/absorption bed and tank. All septic system components shall be staked in the field for approval by the Engineer prior to excavation. During initial construction the engineer will evaluate the soils in the location of the absorption treatment field to confirm design assumptions made and existing conditions. The engineer will provide construction recommendations and make adjustments to the field layout and sizing if needed. As necessary a revised Construction document drawing will be submitted to the County as needed if changes are required. All installations shall be inspected, surveyed, documented and reported/delineated in the Certification letter and As -built drawing. County Regulations require that the Design Engineer of record perform site inspections of the permitted system during construction and provide "As -Built" documentation of the installed system to the County after construction is complete. The Regulations further require site inspections and approval by the County Environmental Health Department of the exposed system components prior to backfilling. Therefore the County Environmental Health Department should also be contacted and notified of the construction and inspection schedule. RV -Hookup Usaee Systems designed for residential sewage treatment shall only receive such bio degradable wastes for treatment and dispersal as are compatible with those biological treatment processes indicated in the submitted design. It is recommended that any potential RV dumping should be performed at an authorized RV dump station prior to a temporary RV connection to a sewage service line routed to a septic tank associated with a permitted OWTS. Any intermittent supplementary discharge of sewage to a septic tank inlet from an auxiliary source shall not contain any toxic non -bio -degradable additives and shall be introduced initially at a trickle then the last 50% of black water volume discharged at a rate below 10 gpm. Under no circumstance shall any Ethylene glycol or other toxic substance, of any concentration, be discharged into a septic tank. OWTS Operation and Maintenance All components of the engineered OWTS shall be inspected on a regular basis and be properly maintained. The responsibility for repair and maintenance of the system will remain with the property Owner. The owner shall retain the services of qualified personnel to inspect the OWTS and to perform all maintenance and repairs necessary to ensure that the system is in good operating condition and is in compliance with the manufacturer's performance requirements. The operating components of the OWTS shall be inspected by the engineer within 30 days of being placed into operation and thereafter every six months by a qualified maintenance or service provider. The tank, absorption field, pump assembly and other system components should be visually inspected bi-annually for debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped every 3 - 5 years. The effluent filter should be cleaned every six months and at the time of pumping. Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 6 Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. Our design and recommendations are based upon data supplied to us by others. If subsurface or site conditions are found to be different from those presented in this report, we should be notified to evaluate the effect it may have on the proposed OWTS. If the County Environmental Health Department requests changes or modifications to this design, we should be contacted to evaluate the effect on the OWTS. If you have any question or need any additional information, please call. Sincerely, SOPRIS ENGINEERING, LLC aul E. *Re ge Design Engineer p RE Q Yancy Nichol, P.E. 23377 Principal tl94dL *' PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN LOTS 10, 11, 12,13 AND 14, SECTION 27 AND LOTS 1, 2 AND 6, SECTION 34, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M.; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: _ BEGINNING AT A POINT ON THE WEST LINE OF SAID LOT 14 WHENCE THE SOUTHWEST CORNER OF SAID SECTION 27 BEARS S 89 DEGREES 49'44" W A DISTANCE OF 1537.39 FEET, SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO. 521436 AND ACCORDING TO THE LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N. 00°44'27' E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 27, A FOUND #6 REBAR AND 3.25" ALUMINUM CAP STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01°17'29"E., ALONG SAID WEST LINE OF SAID LOT 14, SECTION 27, A DISTANCE OF 1,261.53 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 THE FOLLOWING TWENTY (20) COURSES: 1) S.89°54'12"E., A DISTANCE OF 196.97 FEET; 2) 5.14°25'48"W., A DISTANCE OF 187.68 FEET; 3) S.36°39'12"E., A DISTANCE OF 296.11 FEET, 4) N.73005'48"E., A DISTANCE OF 53.23 FEET, 5) N.09°14'48"E., A DISTANCE OF 145.81 FEET, 6) S.87°32'12"E., A DISTANCE OF 58.11 FEET; 7) N.15°30'48"E., A DISTANCE OF 55.70 FEET; 8) N.88°03'48"E., A DISTANCE OF 87.05 FEET; 9) N.00°06'12"W., A DISTANCE OF 117.57 FEET; 10) N.88°36'48"E., A DISTANCE OF 435.95 FEET; 11) S.15°22'12"E., A DISTANCE OF 116.60 FEET; 12) S.15°59'12"E., A DISTANCE OF 360.72 FEET; 13) N.87°14'48"E., A DISTANCE OF 200.22 FEET; 14) S.57°53'121., A DISTANCE OF 115.02 FEET, 15) S.83°37'12"E., A DISTANCE OF 86.34 FEET; 16) N.12°14'48"E., A DISTANCE OF 36.18 FEET; 17) S.83°10'12"E., A DISTANCE OF 162.24 FEET; 18) S.14°45'12"E., A DISTANCE OF 230.21 FEET, 19) 5.26°39'48"W., A DISTANCE OF 131.45 FEET, 20) S.08 37'45"W., A DISTANCE OF 98.74 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF THAT 35 -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUNE 1, 19921N PLAT BOOK 29 AT PAGE 7; _ THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL THE FOLLOWING THIRTEEN (13) COURSES: 1) S.08°37'45"W., A DISTANCE OF 144.04 FEET; 2) S.19°13'12"E., A DISTANCE OF 215.00 FEET; 3) S.11°04'12"E., A DISTANCE OF 130.00 FEET; 4) S.29°4512"E., A DISTANCE OF 190.00 FEET; 5) S.12°11'12"E., A DISTANCE OF 95.00 FEET; 6) S.35°46'12"E., A DISTANCE OF, 90.00 FEET; 7) S.05°31'12"E., A DISTANCE OF 220.00 FEET; 8) S.35°02'12"E., A DISTANCE OF \ 75.00 FEET; 9) S.48°52'12"E., A DISTANCE OF 120.00 FEET; 10) S.07°05'48"W., A DISTANCX OF 23.62 FEET; 11) N.89054'12"W., A DISTANCE OF 1,402.17 FEET, 12)14.00-13'15"W., A DISTANCE OF 696.62 FEET; 13) S.89°46'45"W., A DISTANCE OF 675.32 FEET TO A POINT ON \ ; THE WEST LINE OF SAID LOT 2, SECTION 34; SAID POINT ALSO BEING A POINT ON SAID LOt \ LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY; \ > THENCE LEAVING SAID NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL 5.01°08'3i,"E, ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 919.42 FEET- THENCO j LEAVING SAID WEST LINE AND CONTINUING ALONG THE BOUNDARY LINE OF SAID LOT LIN t ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY THE FOLLOWING THREE Q) COURSES: 1) S.89°57'37"W., A DISTANCE OF 130.70 FEET; 2) N.01 -05'36"W., A DISTANCE OF 997.9314 j FEET; 3) N.89°15'22"E., A DISTANCE OF 129.80 FEET TO A POINT ON SAID WEST LINE OF i fill SAID LOT 2, SECTION 34; ` THENCE LEAVING SAID BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY N.01°08'38"W., ALONG SAID WEST LINE OF SAID LOT 2, \\ SECTION 34, A DISTANCE OF 168.94 FEET TO THE POINT OF BEGINNING. \`J CONTAINING 3,064,666 SQUARE FEET OR 70.3550 ACRES, MORE OR LESS. \ COUNTY OF PITKIN STATE OF COLORADO THIS PROPERTY DESCRIPTION WAS PREPARED BY: \ SOPRIS ENGINEERING, LLC, 502 MAIN STREET, SUITE A-3, CARBONDALE, CO 81623 \\ August 15, 2013 r I CAMERON - EAGLE'S RISE - MINOR AMENDMENT LEGEND ACTIVITY ENVELOPE LIMITED ACTIVITY ENVELOPE FOR DEMOLITION, UTILITIES, 1.119 LANDSCAPING, AND FENCE. LIMITED ACTIVITY FOR EXISTING POND I r SETBACKS I ------------ SPORTSMAN'S ACCESS TRAIL PROPERTY LINE I FEMA/FIRM FLOOD ZONE LINE r STRUCTURES TO BE DEMOLISHED 30% AND GREATER SLOPES APPROXIMATE TREE LOCATIONS PERIMETER FENCE PASTURE FENCE PADDOCK FENCE 1 - ---- PADDOCK FENCE MAX 42" MESH DOG FENCE 6 STRAND, 60" FENCE I M GATE i NOTE: 1. FENCING NORTH OF THE LIMITED ACTIVITY ENVELOPE TO BE WILDLIFE FRIENDLY. LIMITED ACTIVITY FOR MAINTENANCE, LINING, TERRACING, ISLAND REMOVAL, AND SEPARATION OF WATERWAYS NECESSARY TO MAINTAIN WATER RIGHTS REVISED ROAD LAYOUT ROTATED GARAGE FOOTPRINT PROPOSED WATER WHEEL FEATURE AND INFRASTRUCTURE REALIGNED POND FEEDER DITCH milml LANDSCAPE ARCHRECTURE LAND PLANNING URBAN DESIGN 3I1 Mdn Street, Sulte 102 Cab9 Jd . CO 816231970.963.6520 REUSE OF DOCUMENT ID!. do -t ' the property designrpp-teetl thr. document 1. trume.,t t proMeimd aeMce e.d d not De used lor,my oMer probn v_Mwt Land+Shelter A,an« fryann; J -1-1-11, SS OPRJB E PG@1 MMG LIUC. CONBULTANT9 60R na2 N l'LI 1 0 W E U N b1,0 f6 U co ani 4.1 CD C C)- 0O c: N JOa)U c 75 HT LL1 r cUO i;N OU c 49 O Y Q N 0- 13147 03.24.20 DESIGNED: DRAW CHEO(M.. REVISOR& SPECIAL REVIEW USE RIDING s"tu IULe STABLE/ACADEMY FOOTPRINT ACTIVITY ENVELOPEROTATEDSLIGHTLYANDOVERALLSITE PLAN SED ROAD LAYOUT SHEET NUMBER: north A E 1.0 50' 100' 200' ® SHEET 1 OF 3 1 OWN R S W RNING & WAI RDIWIMhN USE AND OCCUPANCY THEREOF. LYNDA CAMERON 1 COMMUNITY DEVELOPMENT DIRECTOR ZCZI1L LLE RKCCNN&pp RECORDER ACCEPTANCE A7 IL rILVI7 l':L'LiiFC3,'FS Ff7tt"c tP'IAftlCt'1'Y11J 51vc7NNR TYEN SITE l\ 5NWhQ8FA0RM*£L LIAW4U:+ TPPEh PR13CE*i4!9118R IfIHHJUJIffTTE@]fFICF3®EC0 6L@fMOv ffBBROHHEiDpFfIPTHQRN NTp(C N kfI- pL DAYOF DAV OF 2014, IN PLAT BOdK A hGEN Ll R ION NO. PAGE AS RECEPTION No. - PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN LOTS 10, 11, 12,13 AND 14, SECTION 27 AND LOTS 1, 2 AND 6, SECTION 34, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M.; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: _ BEGINNING AT A POINT ON THE WEST LINE OF SAID LOT 14 WHENCE THE SOUTHWEST CORNER OF SAID SECTION 27 BEARS S 89 DEGREES 49'44" W A DISTANCE OF 1537.39 FEET, SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO. 521436 AND ACCORDING TO THE LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N. 00°44'27' E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 27, A FOUND #6 REBAR AND 3.25" ALUMINUM CAP STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01°17'29"E., ALONG SAID WEST LINE OF SAID LOT 14, SECTION 27, A DISTANCE OF 1,261.53 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 THE FOLLOWING TWENTY (20) COURSES: 1) S.89°54'12"E., A DISTANCE OF 196.97 FEET; 2) 5.14°25'48"W., A DISTANCE OF 187.68 FEET; 3) S.36°39'12"E., A DISTANCE OF 296.11 FEET, 4) N.73005'48"E., A DISTANCE OF 53.23 FEET, 5) N.09°14'48"E., A DISTANCE OF 145.81 FEET, 6) S.87°32'12"E., A DISTANCE OF 58.11 FEET; 7) N.15°30'48"E., A DISTANCE OF 55.70 FEET; 8) N.88°03'48"E., A DISTANCE OF 87.05 FEET; 9) N.00°06'12"W., A DISTANCE OF 117.57 FEET; 10) N.88°36'48"E., A DISTANCE OF 435.95 FEET; 11) S.15°22'12"E., A DISTANCE OF 116.60 FEET; 12) S.15°59'12"E., A DISTANCE OF 360.72 FEET; 13) N.87°14'48"E., A DISTANCE OF 200.22 FEET; 14) S.57°53'121., A DISTANCE OF 115.02 FEET, 15) S.83°37'12"E., A DISTANCE OF 86.34 FEET; 16) N.12°14'48"E., A DISTANCE OF 36.18 FEET; 17) S.83°10'12"E., A DISTANCE OF 162.24 FEET; 18) S.14°45'12"E., A DISTANCE OF 230.21 FEET, 19) 5.26°39'48"W., A DISTANCE OF 131.45 FEET, 20) S.08 37'45"W., A DISTANCE OF 98.74 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF THAT 35 -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUNE 1, 19921N PLAT BOOK 29 AT PAGE 7; _ THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL THE FOLLOWING THIRTEEN (13) COURSES: 1) S.08°37'45"W., A DISTANCE OF 144.04 FEET; 2) S.19°13'12"E., A DISTANCE OF 215.00 FEET; 3) S.11°04'12"E., A DISTANCE OF 130.00 FEET; 4) S.29°4512"E., A DISTANCE OF 190.00 FEET; 5) S.12°11'12"E., A DISTANCE OF 95.00 FEET; 6) S.35°46'12"E., A DISTANCE OF, 90.00 FEET; 7) S.05°31'12"E., A DISTANCE OF 220.00 FEET; 8) S.35°02'12"E., A DISTANCE OF \ 75.00 FEET; 9) S.48°52'12"E., A DISTANCE OF 120.00 FEET; 10) S.07°05'48"W., A DISTANCX OF 23.62 FEET; 11) N.89054'12"W., A DISTANCE OF 1,402.17 FEET, 12)14.00-13'15"W., A DISTANCE OF 696.62 FEET; 13) S.89°46'45"W., A DISTANCE OF 675.32 FEET TO A POINT ON \ ; THE WEST LINE OF SAID LOT 2, SECTION 34; SAID POINT ALSO BEING A POINT ON SAID LOt \ LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY; \ > THENCE LEAVING SAID NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL 5.01°08'3i,"E, ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 919.42 FEET- THENCO j LEAVING SAID WEST LINE AND CONTINUING ALONG THE BOUNDARY LINE OF SAID LOT LIN t ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY THE FOLLOWING THREE Q) COURSES: 1) S.89°57'37"W., A DISTANCE OF 130.70 FEET; 2) N.01 -05'36"W., A DISTANCE OF 997.9314 j FEET; 3) N.89°15'22"E., A DISTANCE OF 129.80 FEET TO A POINT ON SAID WEST LINE OF i fill SAID LOT 2, SECTION 34; ` THENCE LEAVING SAID BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY N.01°08'38"W., ALONG SAID WEST LINE OF SAID LOT 2, \\ SECTION 34, A DISTANCE OF 168.94 FEET TO THE POINT OF BEGINNING. \`J CONTAINING 3,064,666 SQUARE FEET OR 70.3550 ACRES, MORE OR LESS. \ COUNTY OF PITKIN STATE OF COLORADO THIS PROPERTY DESCRIPTION WAS PREPARED BY: \ SOPRIS ENGINEERING, LLC, 502 MAIN STREET, SUITE A-3, CARBONDALE, CO 81623 \\ August 15, 2013 r I CAMERON - EAGLE'S RISE - MINOR AMENDMENT LEGEND ACTIVITY ENVELOPE LIMITED ACTIVITY ENVELOPE FOR DEMOLITION, UTILITIES, 1.119 LANDSCAPING, AND FENCE. LIMITED ACTIVITY FOR EXISTING POND I r SETBACKS I ------------ SPORTSMAN'S ACCESS TRAIL PROPERTY LINE I FEMA/FIRM FLOOD ZONE LINE r STRUCTURES TO BE DEMOLISHED 30% AND GREATER SLOPES APPROXIMATE TREE LOCATIONS PERIMETER FENCE PASTURE FENCE PADDOCK FENCE 1 - ---- PADDOCK FENCE MAX 42" MESH DOG FENCE 6 STRAND, 60" FENCE I M GATE i NOTE: 1. FENCING NORTH OF THE LIMITED ACTIVITY ENVELOPE TO BE WILDLIFE FRIENDLY. LIMITED ACTIVITY FOR MAINTENANCE, LINING, TERRACING, ISLAND REMOVAL, AND SEPARATION OF WATERWAYS NECESSARY TO MAINTAIN WATER RIGHTS REVISED ROAD LAYOUT ROTATED GARAGE FOOTPRINT PROPOSED WATER WHEEL FEATURE AND INFRASTRUCTURE REALIGNED POND FEEDER DITCH milml LANDSCAPE ARCHRECTURE LAND PLANNING URBAN DESIGN 3I1 Mdn Street, Sulte 102 Cab9 Jd . CO 816231970.963.6520 REUSE OF DOCUMENT ID!. do -t ' the property designrpp-teetl thr. document 1. trume.,t t proMeimd aeMce e.d d not De used lor,my oMer probn v_Mwt Land+Shelter A,an« fryann; J -1-1-11, SS OPRJB E PG@1 MMG LIUC. CONBULTANT9 60R na2 N l'LI 1 0 W E U N b1,0 f6 U co ani 4.1 CD C C)- 0O c: N JOa)U c 75 HT LL1 r cUO i;N OU c 49 O Y Q N 0- 13147 03.24.20 DESIGNED: DRAW CHEO(M.. REVISOR& SPECIAL REVIEW USE RIDING s"tu IULe STABLE/ACADEMY FOOTPRINT ACTIVITY ENVELOPEROTATEDSLIGHTLYANDOVERALLSITE PLAN SED ROAD LAYOUT SHEET NUMBER: north A E 1.0 50' 100' 200' ® SHEET 1 OF 3 1 1-1 L I i f I r iI ! ' 1 I — _ I w/uN. I4 \ \ ( a01 l1N\ Ge 0\ , s\\ A\ \ \ f % I «\Q" i. ' y .' .-'.• i !'--^" :fir % r N-1 GENERAL SITE NOTES: 1. EXISTING CONDITIONS ARE BASED CN THE EXISTING SURVEY PROVIDED BY SOPRIS ENGINEERING. THEBE UTILITIES, AS SHOWN, MAY NOT REPRESENT ACTUAL FIELD CONDTONS. ITIS TIE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN LOCATES OF ALL FASTING UTILITIES PRIOR TO CONSTRUCTION. 2. EXISTING CONTOURS ARE AT Y FOOT INTERVALS, 3. PROPOSED CONTOURS ARE AT TFOOT INTERVALS. 4, THE ON SITE WASTEWATER TREATMENTSYSTEM OWTS LOCATIONS DEPICT POSSIBLE LOCATIONS WHICH SHERNTHE GENERAL 512E AND CONFIGURATON, THE FINAL ON 1 WILL BE DESIGNED FOR SIAL gNG PERMIT. 5. THE FLOODPUJNINFORMATIONSHOWN H EREON IS PER THE FEMA FLOOD INSURANCE RATE MAP, PANEL 060SIM0181D, EFFECTIVE DATE SEPTEMBER 30, 15188. 6. VALOLIFE RESOURCE INFORAATIXa SYSTEM- THE SITE IS NOT MAPPED COTTON BIG OXIME RANGES T. WILDFIRE HAZARD- THE DEVELOPMENT IS MOPPED IN A LOW HAZARD AREA. NOTES 1. THIS SITEPIANFORMALLYAMENDSRECORDEDDOCUMENTSATBKI07PG33,BKi07PG .BK107 PG35. AND BK107 PG36. 2. SITE PLAN AD USTMENTS INCLUDE A DRIVEWAY REALIGtaiENT WITH TWO TURN AROUND LOCATIONS. THE MANURE BARN AND THE RIDING STABLE ACADEMY BUILDING LOCATIONS SHIFTED SLIGHTLY BUT REMAIN IN SUBSTANTIALLY THE SAME LOCATION OVERALL. THE EQUIPMENT BARN SHIFTED MEW WEST OF THE RIDING STABLE ACADEMY TO AN EXISTING CLEARED ACTIVITY AREA, MINOR AD USTMENTS RELATED TO GRADING PRE REFLECTED IN THE TRNL PARKING ALGNI3 SNOANASE CREEK ROAD AND THE PERIMETER TRAIL ALONG SNOWMASS CREEK ROAD, ALTHOUGH BOTH REMAIN IN SUBSTANTIALLY THE SAME LOCATION. LANDSCAPE ARCHRECTURE LAND PLANNING - URBAN DESIGN 580 Main Street, Suite 110 Cabondale. CO 816231970.963.65A REUSE OF DOCUMENT This dent B the pr e-ty E qw n.Hy Pon tn. u.a. Id design Mcorponted on Mls eoa al.lt w m n.ta._t or potmvxnr /rKa wpde.nd not e. ur bl mN>h9Bw al. D®'vl Lba Land+Shelter AnyY.bCtJa • F4n'a-meq •Oe.irunt So ENGINEERING LIC. IVII CONSULTANTS e EXISTING LEGEND EXISTING CONTOUR a.an— EXISTING CONTOUR INTERVAL w EAS TING WATER MWN FASTING SANITARY SEWER MAIN uel<-- EXISTING ETC COMMIX) TRENCH ut ------ EXISTING TELEPHONE ue EXISTNGELECTRIC 0E------- EAST- OVERHEAD ELECTRIC UC EASING CABLE UH'--....... EX, TNGGAS fb EASING FIBER OPTIC PROPOSED CONTOURINTERVAL EASING STORM SEWER EXISTING EASEMENT EXISTING PROPERTY LINE EXISTING SETBACK EASING WOOD FENCE PROPOSED STORM SEWER EASING CHAIN LINK FENCE bp pppp7 EXISTING ROCK WALL aE . + PROPOSED ACTVIN ENVELOPE FEMWFIRM FLOODWAY LINE I EXISTING FISHING EASEMENT qq M PROPOSED RETAINING WALL M96V RM ZONEAEFL—i-AIN LINE i + • EXISTING ELECTRIC MANHOLE EXISTING DRAINAGE DRY -WELL EXISTNGS—MANHOLE i EXISTING TELEPHONE MANHOLE EASING UTILITY MANHOLE EASTNGGUYWIRE aQt EXISTING POWER POLE EXISTING FIRE HYDRANT EASING WATER VALVE YJ EXISTNGCURBSTOP V EXI3TNG GAS METER EAS TINGELECTRICTRANSFORMER 0 EXISTING ELECTRIC METER C3 EAS TINGTELEPHONEPEDESTAL EXISTINGCANPEDESTAL a EASING SEVER CLEANOUT I(I EASTNGUGHTPOLE v EXISTING SIGN LANDSCAPE ARCHRECTURE LAND PLANNING - URBAN DESIGN 580 Main Street, Suite 110 Cabondale. CO 816231970.963.65A REUSE OF DOCUMENT This dent B the pr e-ty E qw n.Hy Pon tn. u.a. Id design Mcorponted on Mls eoa al.lt w m n.ta._t or potmvxnr /rKa wpde.nd not e. ur bl mN>h9Bw al. D®'vl Lba Land+Shelter AnyY.bCtJa • F4n'a-meq •Oe.irunt So ENGINEERING LIC. IVII CONSULTANTS e PROPOSED LEGEND a Iaa PROPOSED CONTOUR I 52X1— PROPOSED CONTOURINTERVAL I —e PROPOSED ELECTRIC PROPOSED STORM SEWER aE . + PROPOSED ACTVIN ENVELOPE I qq M PROPOSED RETAINING WALL I i + • k PROPOSED FIRE HYDRANT R i YP PROPOSED WATER VALVE Mt OSEDCURBSTOP Ix l PROPOSED ELECTRIC TANSFRMER m E PERE TIAL. PROPOSEDTELEPHIXIE PEDESTAL S''' f. PR OPOSEDGNPEDESTAL V/ w .+ a .. I IL x® PROPOSED FENCE w` A / I \ 4\« k TY V\ 111 \\\\ / i°/Ai Hi" A %• \\\ 4 a/ \',R\\. y \\1\ \, \\ \\`\\ F µ % A / A / H / \\ '// \ \\4 k/ /k I \\ \`\ 1•\ NT-' 1 yam 4\\\\ \ \ oP t# apo\\ NN IIIv ` d 1 11,1111 I. a I GRAPHICSCALEIW . e o a / ( IN FEET I k 1 inch = so k. MATCH TINE SEE SHEFTAE 2. 1 MATCH LINE SEE SHEET AE 2. 2 W O L E U PRO,ECT NUMBER: D 13098 03.24. 16 DESIGNED: DRAWN: CHECKED: REMSIONS: JOB DESCRIPTION: SHEET TITLE: NORTH UTILITY PLAN & GRADING PLAN SHEET NUMBER: AE2. 1 SHEET 2 OF le 00011 , IE EE EI II IE I ms_®AmE E mE E EE wm 1\\ \\\\\\\\\\` \ 1 ( _\\ I Imo/ 11 ' 1• 1\Y \\ i I \ \ k\III\\\ i X11 I I I 111 t i l I I 1 1 • \ • `\ / 1 gid III/ I I I \1 1 !• 1 pi's iiia/ \\\F \ \\\ •\\ _ // ]`\\ \\ 1 1y11 1 1 1 I 1 1 1 1 A 1 A ,- •" -• v Il ill 11 11 11 I I f 11j / \F\l • \\ / r- / /[ l \ 1I141!1 IIIi/"I 7 n MATCHUNE SEESHEETAE2.1 r 111 MATO UNE SEESHEE AE 2.2 GENERAL SITE NOTES: 1. EXISTING CONgTONS ARE BASED THE EXISTING SURA COED BY D E S 16 N1NS. IT S TFUEEERING. L FIELD ITISTHETHELEUTILITIES, NO REPRESENTACTUAL FIELD NGU` RESPONSIBILITY OF THE CONTRACTOR 10OBTAIN LOCATES OF ALL MSTN3 UTDTIES PRIOR TOFTFIECCONTRACTOR I CONSTRUCTION. 2, EXISTINO CONTOURS ARE AT Y FOOT INTERVALS. LANDSCAPE ARCHITECTURE LAND PLANNING 3. PROPOS EDCONTOUkEAREATTFOOTINTERVALS, URBAN DESIGN I 0. THE ON SITE WASTEWATER TREATMENT SYSTEM OWFB LOCATIONS DEPICT POSSIBLE LOCRTIXJS SEX) Main SUeel, Suite 110 NMICH SHOWTHE GENERAL SIZE AND CONFIGURATION. THE FINAL OWTS WALL BE DESIGNED FOR BUILDING PERMIT. C .dde. C. EI -19]0.965... I REUSE OF DOCUMENT5. THE FLOODPLAINEFFECORMATIE SEPTEMBERSHOWN30, IBIS PER THE FEMA FLOOD INSURANCE RATE —1* PANEL Y II 09 y DUFF RES0uECTNEDATEATION30, - TNIB. NALDLIFE RESWRCEINFIXAIATON SYSTEM -THE SITE IS NOTMAPPED NATHIN BIG GSME RANGES IAIa dowmenf fa fhe pmprfY1 YMLDFIRE HAZARD n1E DEVELOPMENiIi MAPPED IN HAZARD PRE. DBE E.ISn Cap, A. lbw aM f d-,,, /ncoxpw [ed - In. NOTES: dowment la an lnafrvmenE of pm]eomd .ew.. aye ed nef ae Y I used b mY otnr pxeM afNeel 1. THIS SITE PIAN FORMALLY AMENDS RECORDED DOCUMENTS AT BK107 PG33. BK107 PGS/, BN107 PG35, AND BKIO]PG36. ERM yMaaaNn d Lw Dap Dap 2. SITE PLAN AD USTMENTS INCLUDE A DRIVEWAY REALIGNMENT WITH TWO TURN AROUND RIDINGNANDTFIE —IONSRFTED TED SLIGHTLYE TANTULLLYTHE SAME LLOCA110H. THEEQUIPMENT BARNSLHTLYBUTREMAININ TO ANMSTINGCLEAREDACTIAtt AREAMlN ADUSTMENTSRELATEDTOGRND ARE REFLECTED THE ALONG SNOWMAESCREEK ROAD AND THEPERIMETER TRAIL1 ' y IN TRAIL PARKING ALONG ENOWMASS CREEK ROAD. ALTHgIGH BOTH REMAIN IN SUBSTANTIALLY THE SAME Land+Shelter LOCATION. I Y GRAPHIC SCALE N I S ENGINEERING Y Ai OPRIS U.C. NIL CONSULTANTS IN FEET) PROPOSED LEGEND m l inch = 50 ft. I A P ZZ ice\ \ / \ \ •- - Be 01\R m I/ - /-- \ \ _ \ l __ ,- \\ /_ \ 4 w / / \ -•-/\ 1 1111 / I, 11/ ;.. .' ! •!/ . } 1 -_./ --= \ .,, \'.. ' l \' Ill! `\ i / I / '• i/ \ \ ! I(' f l I, LII'. REVI"E01WIPMEM —\.— BIT I L .y.la _%sem •.l cd`ay 'rte-..__`.C.` •. ....J. I` .1..... i. .. ..: \,\\ \M e, `\ ` PROPEO'TLFNE C. 1 V / _ Y.\, _ _ ..i _ syr ... F} . . y ..,r.. _•._ l z 1 J PROPOSEDCONTOUR 5220— PR OPOSEOCONTOURINTERVAL PROPOSED WATER SERVICE PROPOSED ELEC, MLE, CABLE Y, / t — PROPOSED PROPANE GAS PROPOSED STORM SEWER PROPOSED ACTIWtt ENVELOPE x O Y PROPOSED FIRE HYgtANT C) PROPOSED WATER VALVE C0 Y r PROPOSED CURBSTOP N I ! \\ m PROPOSED ELECTRICORME m PROPOSED TELEPHONE PRO, PEDESTAL PROPOSED CAW PEDESTA _ x PROPOSECFENCE NI1 EXISTING LEGEND_ EXISTfNG CONTOUR CJJI1 ,' —522C EASTINGCONTOURIN-R.- L EXISTING WATER MAIN (1f EXISTING SANITARY SEWER MAIN a• wa EXISTING ETC COMMON TRENCH TNG TELEPHONE EXISTING ELECTRIC EDS TINGOVERHEADELECTRIC N UC - EXISTING CABLE Ug EXISTING— EXISTINGINGGADEXISTING FIBER OPTIC EXISTING STORM SEWER A• ------ EXISTINGEASEMENT /^ EXISTNGPROPERTYLINE v, f , EXISTINGSEMACKEDSTINGWWDFENCE J) EXISTING WIRE FENCE IMITED ACRIWTY FOR / ' x MS TINGCHAINLNKFENCE ENANCE NI, TERMC REMOVNG AND SEPA ION OF MSTING ROCK WALL IWAYN ESSARYTO NTAIN \ , FEMA•FIRM FLOODWAY LINEIRDNT]Ed'[ . —•• —•• — EXISTING FISHING_EMENT Y \ ,/ -.... UjLINERMZONEAEFLOODPWN LLLttt LINE Y- , EXSTINGELECTRIOWNFIOLE EX STING SEWER MANHOLE J EXISTING GUY WIRE EXISTING POWER POLE i / EXISTING FIRE HYDRANT O MSTING WATER VPLVE EASTINGCURSSTOP UPDATED \ MSTINGGASMETER GARDE \ Q MS TINGELECTRICTRANEFORMER FOOTPRINT \ MS TINGELECTRICMEMR UPDATED4" ELI MSTNG TELEPHONE PEDESTAL WATER LINE FOR • MSTINGSFIRESUPPRESSION1TEXIGSIGNRCLEANWT PROPANETANK REDRCUunaH —` WATER FEATURE j i k WATER YFEELANDs - ;- ATTACHED SHED REALE TIED POND _ I FEEDER DITCH- I II I 1 / / JAIL. yG a 1 Y r . rE .F..777ti..EE.F-rte.-.+r,.C. L? . T.L!r i ... .. TEADDTANKPCitFIR r t; _-- 111 5t — 13098 - 03.24.2016 DESIGNED: DRANK: CHECKED: RENSIONS JOB DESCRIPTION: SOUTH UTILITY PLAN & GRADING PLAN SHEET NUMBER: AE2.2 SHEET OF 2'-10, AE4.0 1 T-8' 104 r.. rCONCRETE STOOP POSf1 Ep FlELp LOCA.71ON GENERAL NOTES: 1. ALL DIMS TO F.O.F. LINO L CONCRETE STOOP,r– CENTER ON DOOR FIRE DEPARTMENT CONNECTION BV DS I III II I A I! SII III I I 1st III 9 A .5.0 — IjI nI III II CONCRETE SLAB ON I g, GRADE LANDING I I - III DS a%B POST, TYP. I SONOTUBE BELOW GRADE, SEE STRUCTURAL ROOF OVERHANG, ABOVE I I RV PARKING SEE CIVIL FOR SEPTIC AE<.0 MAIN FL LAN 1/4 ' = l' 7 /1 Land+Shelter 215 Nwh 12th Slreel UrN C, PO Sm 550, CwbmdaK 00 1970.989.0201 f 970.M.0289 NOTICE rum OFC Di4AM1ON Release hf these plane ggntemplatee IUMer tradgg mgnh 1. hwur, h e gr her on _ wtcomtact. Design and pb.. AIIM1eugh the —hart arM h s/her cgneulmnm h. p d, an d the r crvme with tlua uro -1d I genu Nay tgua d iiu dethgn Communcatt empadactandeveryconty., cannot be tw pared. y t amb gurty or d plit.. cytlecovaretlbyMeuwdtheseplenaatoll be ropgrted ,mmetl,ateYy to 1M architect Fa lure th a fy the arch mgt cgmphuntls mgA —1t, ng and irmreaby c i e lht one. A failure to cggpareta by a simple nohu g the architect e1Wl relieve the architect from m.eb,N i p G imm 1e pl h9tco of th.I Marghleplate. un lh _ ad. M alio- f sucve dee hoar from all eq e g sit oM1changes. r PERMfT September 22, 2014 Rev ' s 2/22/18 - E -ASI -002 LLI B Z Q z2 W E 0- W CY W a U z v x EQUIPLENT BARN io 8276 Snowmass Creek Road Old Snowmass, Colorado 81654 I MAIN LEVEL PLAN Sheet Number: o - AE3n0 Ple Eagle's R'se EBM Lj Hcp%vutth.Pawlak Genti<hnwA, Inc. 5020 County Road 154 rte/ Glenw" xxl Sprtn6S, Colorado 81601 Phone. 970-945-7933 WLAK GEOTECHNICAL Fax: 970,945-8454 email; hpl co0hpgvt)tcch.cotn October 20, 2015 Lynda Cameron c/o Patsy Webb 2000 North Classen Boulevard Oklahoma City, Oklahoma 73106 Patsy.W -bb@af-,-roup.com) Job No. 113 350A Subject: Geotechnical Review, Proposed Equipment Barn, Eagle's Rise Ranch, 8276 Snowmass Creek Road, Pitkin County, Colorado Dear Ms. Cameron: As requested by Molly Wheelock with Land + Shelter, we are providing this geotechnical review for the proposed equipment barn to be located in the former parking area south of the driveway near Snowmass Creek Road. We previously conducted a subsoil study for design of foundations for the residence and other ranch buildings at the site and presented our findings in a report dated October 21, 2013, Job No. 113 350A. The equipment barn will be a two story wood frame structure with a stab -on -grade floor. As discussed in our Construction Activity Report dated April 29, 2015, no subsoil study was performed for this building. Based on our observations of the cutoff drain trench on that date, the soils in this area appear to be landslide deposits from the previous landslide which occurred in the 1950's above this area. The exposed soils consist of a mixture of sandy gravel, sandy clay and organics which have been in place for about 60 years. We expect that foundation subgrade conditions for the equipment barn could be variable and subexcavation and stabilization of the subgrade soils could be needed prior to placement of foundations. We expect that the foundations can consist of spread footings designed for a maximum soil bearing pressure of 1,500 to 2,000 psf provided that some future settlement of the potentially variable subgrade soils can be tolerated. Loose and disturbed soils should be removed in the footing areas to expose the existing firm soils. Any water seepage into the excavation should be collected and diverted away from the footing areas and any softened soils and mud removed before concrete or limited screened :rock placement. Some subgrade stabilization including removal and replacing with structural fill should be expected. A perimeter foundation drain is not needed for the proposed slab -on -grade equipment barn unless shallow water seepage is encountered in the excavation. We understand that CTL/Thompson, Inc. has addressed geologic hazards impacting the ranch associated with the existing landslide. They should be contacted regarding Parker 303-841.7119 0 Colorado Springs 719.633-5562 • Silverthome 970-468-1989 Lynda Cameron October 20, 2015 Page 2 potential geologic hazards impacting the equipment barn, if that was not addressed in their previous report. The recommendations submitted in this letter are based on our observation of the soils exposed within the previous drainage trench near the equipment barn Iocation. Variations in the subsurface conditions below the excavation could increase the risk of foundation movement. We should be advised of any variations encountered in the excavation conditions for possible changes to recommendations contained in this Ietter. If you have any questions or need further assistance, please call our office. Sincerely, HEPWORTH -- PAWLAK TICAL, INC. 9 • ,159o, Daniel E. Hardin, P.E. ;" 04 D 3' Rev. by: SLP SjONA1.'E cc: Patsy Webb (Patsy.Webb@af-group.com) Land + Shelter — Gavin Brooke avin@landandshelter.com Land + Shelter — Andi Korber Candi @landandshelter.com) Land + Shelter — Molly WheelockmollyL landandshelter.corn} Sopris Engineering — John Petaisto (iVetaisto@soprisen, com} KL&A — Dan Doherty (ddohertyOq klaa.com) Keith Johnson (kj.buildinglogic@gmail.com) Mountain Resort Construction - Craig Ragan (craigragan@mtninteriors.com) Mountain Resort Construction — Scott Wright (scottwright@mtninteriors.com) Job No. 113 350A G99bech s: 44;4 T Q October 26, 201 Lynda Cameron c/o Patsy Webb 2000 North Classen Boulevard Oklahoma City, OK 73106 Subject: Geologic Hazards Review Equipment Barn — Eagle's Rise Ranch 8276 Snowmass Creek Road Pitkin County, Colorado Project No. GS05805-105 At the request of Molly Wheelock with Land + Shelter, we are providing this letter of Ge- ologic Hazards Review for the planned Equipment Barn for Eagle's Rise Ranch in Pitkin County. We prepared a Geologic Hazards Evaluation of the property, then known as Moon Run Ranch Project No. GS05805-105, report dated November 1, 2013). Land + Shelter forwarded a copy of the Geotechnical Review letter for the Equipment Barn, prepared by Hepworth Pawlak Ge- otechnical (HP Geotech) dated October 20, 2015. HP Geotech requested that we be contacted to comment regarding potential geologic hazards at the barn location. Land + Shelter's Architectural Site Plan dated October 21, 2015 shows the new barn will be located on an existing graded parking area that has been present since at least 2003, but was constructed after 1995. The parking area and much of the ranch property was inundated by the 1952 landslide and 1982 mudflow. Subsequently, agreements were put in place to remove the irrigation ditches that were likely responsible for increased risk of slope movement, and berms were constructed in the 1990's to divert potential mudflow. In our 2013 report, we opined that the diversion berms are in a position to protect your property from mudflow off of the land- slide area. No significant grading is planned to be associated with construction of the Equipment Barn. It is my opinion that the Equipment Barn is subject to the same (low) geologic hazard risk discussed in our 2013 report. I believe this letter was prepared with that level of skill and care normally used by geolo- gists and geologiical engineers practicing in this area at this time. No warranty, express or im- plied is made. If we can be of further service in discussing the geologic influence on perfor- mance of site improvements, please contact us. David A. Glater, P Principal Geologic DAG/nn W01J'C T:054 m G. Via email: patsy.webb(cDaf-group.com molly(d)landandshelter.com 1971 West 12th Avenue I Denver, Colorado 80204 1 Telephone: 303-825-0777 Fax: 303-825-4252 SvROJECTS1Glenwood Spdngs1GS05805.000110513. Letters\L2\GS05805.105-L2.docx March 3, 2016 Andrea Korber Land + Shelter PO Box 550 Carbondale, CO 81623 andi@landandslielter.com Bryan Daugherty REHS Pitkin County Environmental Health Department 76 Service Center Road, Aspen, CO 81611 RE: Cameron: Eagle's Rise Onsite Wastewater Treatment System (OWTS), Design Report for Main Residence at 8276 Snowmass Creek Road. Pitkin County SE Job No. 13098, Parcel Number: 264527300004 Dear Andrea and Bryan: This letter provides design information in regard to the proposed Onsite Wastewater Treatment System (OWTS) delineated on the civil plans. The OWTS system is proposed to serve the proposed equipment barn facility that will be constructed in accordance with the design recommendations and specifications delineated on the civil design plans, OWTS and Details, by Sopris Engineering dated February 25, 2016 and previously dated February 5, 2016, submitted in support of an building permit application. The proposed OWTS improvements discussed in this report are shown on the attached plan. The site is located at 8276 Snowmass Creek Road Ranch, in section 27 & 34, T9S, R86W in Pitkin County, Colorado. The proposed site includes: a single family home, a barn with a caretaker's dwelling unit (CDU), an indoor riding arena, site access road improvements, and site landscape features. Separate OWTS Permit applications have previously been submitted for the main house and the CDU under separate cover. Existing Conditions The site existing topography, buildings, driveways, and other improvements are shown on the 2013 Improvement Survey Plat with topography prepared by SE. The existing site generally slopes from southwest to northeast at a grade which varies across the site. The west and south sides of the development are generally steeper. Snowmass creek is located along the east side of the site. The site vegetation consists of native oak, aspen, and cottonwood trees and meadow lands. The portion of the site that comprises the equipment barn development area has been previously disturbed. The relative flat grades within the building envelope are lower than the surrounding undisturbed land. Design Recommendations Based on our findings the design and installation of an engineered OWTS with enhanced treatment is feasible in accordance with applicable Pitkin County and the State of Colorado regulations. The Equipment barn facility includes 1 and %2 bathrooms for use by the care taker employee and residents of the property that will be served by the new OWTS system. The facility will be used for temporary parking of the owner's RV units. The system was designed based the current Pitkin County design criteria and the design criteria approved for the use of a pressure dosed sand filter (SF) system. The design is in compliance with the current County Regulation No. 43 with area 502 Main Street • Suite A3 • Carbondale, CO 81623 970) 704-0311 Fax (970) 704-0313 SOPHIS E LLC civil consultants Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 2 calculations based on the LTAR loading rate for ASTM -33 filter sand per a minimum equivalent 2 bedroom design flow capacity. Design recommendations include the installation of a three compartment 1000 -gallon concrete septic tank that includes a 500 gallon dosing chamber equipped with a simplex pump dosing assembly and associated piping and controls. We recommend the use of a full pressure dosed Sand Filter (SF) system to provide good secondary treatment performance in the relatively rocky soils. The system includes the installation of an Orenco Systems simplex high head pump with a Biotube vault installed in the dosing chamber of the septic tank. The SF field will consist of a single bed installed to provide for equal pressure distribution of effluent across a 300 S.F. treatment/absorption SF field with36-inches of filter sand below gravelless chamber spray shield units. The effluent will be dosed to the single distribution row via an individual custom perforated pressure distribution pipe running the length of the 60 feet by 5 feet sand filter bed. This technology will mitigate any potential for excessive hydraulic loading and allow for even dispersal of effluent over the entire field area. The sewer pipes will be installed as specified with respect to design grades and other utilities with appropriate sealed pipe sleeves to be installed as necessary if any section of gravity sewer or pressurized effluent pipes cross through a structure or are in conflict with any other utility. The gravity sewer pipes routed to the 3- compartment septic tank will be bedded and backfilled with Class -6 base material and encased in blue board insulation if depths are less than 3 feet within the driveway/autocourt area. Any additional installation techniques not shown will be documented and included with the AS -Built certification drawing to be submitted after constriction is completed. The effluent will be pressure dosed to the head of the SF and will be equally distributed across the sand media absorptive surface. The SF system is designed based on the design flow rate for an equivalent 2 -bedroom single family residence and the LTAR rate for minimum 24" depth of placed filter sand. Tire GSF system is designed to dose small quantities of effluent across the bed for single pass treatment followed by infiltration of the treated effluent into the underlying soils. The system will meet all required setbacks and be installed within the general location indicated on the plan. Our design is outlined below and delineated on the attached design and construction plan. Sub Surface Conditions and observation A soil evaluation including USDS soil texture analysis was performed by Sopris Engineering in the vicinity of the building envelope to determine the design criteria. Tile soils were evaluated to determine the soil type, potential design hydraulic loading rate and determine the appropriate site specific treatment technology. The area within the building envelope had been previously excavated and the existing localized subsoils were exposed on the surface and along the excavated embankments to variable depths from 3 to 6 feet below the natural surface grades. The exposed soils below 1 foot of pre-existing natural grade consist of gravelly Ioamy sand to sandy loam with cobbles and small boulders to depths of 6 feet. The percentage of rock is approximately 30% to 40%. The rock and gravel is interspersed with the loamy sand to sandy loam soil matrix that generally has granular structure -shape and moderate to weak structure -grade. An additional shallow excavation was observed in the disturbed area to a depth of approximately 8 feet below the pre-existing natural grade that revealed consistent soils those in the exposed embankments. No free water was encountered in this excavation on site. Seasonal high groundwater levels are expected to be over 9 feet from the pre-existing natural grades. Based on the initial soil evaluation the soils are characterized as soil type 0 to 1 where the -use of imported media is appropriate for effective treatment. Outside of the disturbed area to the east, the soils below 3 to 12 inches of topsoil consist of the same loamy sand to loamy to sandy loam soil with gravel and cobbles. This underlying soils are composed of mixed colluvial type Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 3 materials, transported and deposited over time from the up gradient mountain side, consisting of gravels & cobbles in the sandy soil matrix. The soil appears to be consistent across the immediate site area. It is recommended that a minimum 3 foot deep sand filter be installed just outside the disturbed area. Therefore the effective field design LTAR loading rate for the sand filter is of 1.0 gal/S.F./day for a level 1 treatment system. An additional soil evaluation, including USDS soil texture analysis, will be performed, by Sopris Engineering, in the actual location of the proposed treatment absorption field during construction to verify design assumptions prior to installation of any system components. OWTS Desien Criteria The equipment barn facility capacity is based on a minimum 2 -bedroom single family residence. The design flow is calculated as follows: Residence unit - 2 -bedrooms @ 2 person /bedroom = 4 persons From the Pitkin County OWTS Regulation; Max. Design flow (Qd) = # of people x 75(avg. flow) gal/person/day. Gallons per day for the subject house = 75 gal/person/day Qd = 4*75*=300 al/da The septic tank capacity required for a minimum 48 hour retention time is calculated as follows: V = 600_ gal/day * 2 =600 gallons. Use a minimum 1000 gallon 3-connpartnnent concrete septic tank with a total of 1500 gallon septic capacity in the primary, secondary and dosing basin compartments. The third tank chamber serves as a dosing basin with an Orenco Systems bio tube vault, simplex effluent pump assembly installed with an and associated piping and controls. The three access openings on the tank shall have sealed risers with lids extended a minimum 4 -inches above the finish surface grade. The third chamber dosing compartment shall have a 24 -inch ribbed PVC riser with fiber lid. This riser shall be installed with an exterior splice box near the surface and a transport pipe grommet penetration at the base. All lids shall be accessible and maintained to set above the finish surface grade. All biottbe pump assembly components shall have appropriate handles extended to within 12 -inches of the access lid. Intermittent Sand Filter Treatment media/ Absorotion Svstenn Design The treattnent/absorption field is designed based on utilizing the effective Long Term Acceptance Rate (LTAR) for an intermittent sand filter treatment system utilizing pressure dosed distribution Iaterals and gravelless chamber units as spray shields. The new treatment system will consist of a Rilly pressure dosed sand filter Treatment bed System with a 36 -inch layer of filter sand (ASTM -33, "Concrete sand"). Long Term Acceptance Rate (LTAR) Considering the application of regulation 43 for design of unlined sand filters: Receiving Wastewater Treatment Level 1; loading rate for sand filter is (1.0 gal./S.F./day) for the minimum 36" depth of treatment media; Loading factors L.F. ; (Table 10-2, pressure dosed application bed = 1.0) A(sf) = Qd x L.F.: A(so = 300 gpd x 1.0 = 300 S.F. A = Area; Qd = flow (gal/day) = 300 gpd LTAR 1.0 Gal/S.F./day L.F.1=1.0 pressure dosing LTAR = 1.0 GaUS.F./day for ASTM -33, sand Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 4 Excavate a 60' by 5' bed to a minimum 3.5' deptli below finish grade. Scarify surface and backfill with 36 -inches of ASTM -33, washed concrete sand. Install I run of custom perforated 1.25 -inch distribution lateral on top of sand layer and cover with 14 Quick -4 chambers in 1 row with 14 chamber units for use as pressure dose spray shields, as delineated on the plan. The bed will be dosed from the simplex high head distribution pump system installed in the third compartment of the septic tank. The top of the sand filter layer should be placed at an average depth of 18-30 inches from existing natural grade. The standard Quick 4 chambers shall be installed over the top of the sand along the centerline and be backfilled with a minimum 12 -inch depth of cover. Filter fabric shall be placed over the chambers and the entire minimum 5 - foot wide by 60 -feet long extents of the sand filter bed. The slightly mounded field shall be constructed with final surface grading at a minimum 6 -inches above the surrounding surface grade with a minimum 3 -inch topsoil layer placed over the field surface. The bed shall be constructed level and generally follow natural contour grades. The chamber row shall be completed with standard end caps installed at both ends. A piezometer monitoring well pipe riser with threaded cap Nvill be installed near a corner of the field and be extended down to the excavated surface depth at the bottom of the placed sand. Effluent Distribution Svstein The OWTS field shall be fully pressure dosed along the entire length of the single distribution row. An Orenco Systems Bio Tube pump vault system will be installed with an effluent screen in the third compartment of the septic tank. The pump system shall incorporate a single high head pump. The simplex pump assembly will demand dose effluent through a single 1.25 -inch diameter PVC transport pipe from the pump assembly and connect to the single custom perforated pipe at the head of the bed. The 1.25" discharge transport pipe shall be installed with a minimum 2.5% continuous slope to allow drain back to the tank. The transport lines will be installed with a high point fitting comiection at the point of connection with the chamber end cap. The effluent will be equally pressure dosed through 1.25 -inch custom perforated distribution lateral running the length of the treatment bed installed on top of the sand filter layer. The pipe will have 3/16 -inch orifices drilled every 3 feet oriented upward to spray against the interior chamber unit that will broadcast the effluent onto the sand surface. The first and last orifice will be drilled and oriented downward with an orifice shield to allow drainage of the line. A 1.25" ball valves will be installed at the end of the perforated distribution lateral centered below one of the pair of end cap vertical inspection port penetrations at the terminal end of the field. Two vertical 4 -inch inspection ports will be installed from the pair of end cap inspection port penetrations at the terminal end of the field and one 4 -inch inspection port will be installed from either end cap penetration at the head of the field. All inspection ports shall extend a minimum 12 -inches above the finish grade and be topped with a treaded cap. Pump operations shall be controlled by a wall mounted exterior control panel in direct line of site with the tank. Automatic float switches for on, off and high water with alarm activation shall be installed on a dedicated PVC float tree. Two separate circuits from the electrical circuit panel and/or junction box shall be routed to the control panel for separate power to the controls and pump. Cameron: Eagle's Rise-EquipBarn-OWTS SE Job No. 13098.02 March 3, 2016 Page 5 Construction and Inspections Prior to construction of the permitted system, the engineer should be contacted by the contractor and construction project manager well in advance to provide adequate time to discuss the system components with the contractor, answer questions, resolve any conflict issues and schedule inspection site visits based oil construction progress. A pre-OWTS construction meeting is essential and required prior to installation of the OWTS. The engineer, prior to excavation shall inspect the staked location, of the proposed treatment/absorption bed and tank. All septic system components shall be staked in the field for approval by the Engineer prior to excavation. During initial construction the engineer will evaluate the soils in the location of the absorption treatment field to confirm design assumptions made and existing conditions. The engineer will provide construction recommendations and make adjustments to the field layout and sizing if needed. As necessary a revised Construction document drawing will be submitted to the County as needed if changes are required. All installations shall be inspected, surveyed, documented and reported/delineated in the Certification letter and As -built drawing. County Regulations require that the Design Engineer of record perform site inspections of the permitted system during construction and provide "As -Built" documentation of the installed system to the County after construction is complete. The Regulations further require site inspections and approval by the County Environmental Health Department of the exposed system components prior to backfilling. Therefore the County Environmental Health Department should also be contacted and notified of the construction and inspection schedule. RV -Hookup Usage Systems designed for residential sewage treatment shall only receive such bio degradable wastes for treatment and dispersal as are compatible with those biological treatment processes indicated in the submitted design. It is recommended that any potential RV dumping should be performed at an authorized RV dump station prior to a temporary RV connection to a sewage service line routed to a septic tank associated with a permitted OWTS. Any intermittent supplementary discharge of sewage to a septic tank inlet from an auxiliary source shall not contain any toxic non -bio -degradable additives and shall be introduced initially at a trickle then the last 50% of black water volume discharged at a rate below 10 gpm. Under no circumstance shall any Ethylene glycol or other toxic substance, of any concentration, be discharged into a septic tank. OWTS Operation and Maintenance All components of the engineered OWTS shall be inspected on a regular basis and be properly maintained. The responsibility for repair and maintenance of the system will remain with the property Owner. The owner shall retain the services of qualified personnel to inspect the OWTS and to perform all maintenance and repairs necessary to ensure that the system is in good operating condition and is in compliance with the manufacturer's performance requirements. The operating components of the OWTS shall be inspected by the engineer within 30 days of being placed into operation and thereafter every six months by a qualified maintenance or service provider. The tank, absorption field, pump assembly and other system components should be visually inspected bi-annually for debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be propped every 3 - 5 years. The effluent filter should be cleaned every six months and at the time of pumping. Cameron: Eagle's Rise-EpipBarn-OWTS SE Job No. 13098.02 Match 3, 2016 Page 6 Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. Our design and recommendations are based upon data supplied to us by others. If subsurface or site conditions are found to be different from those presented in this report, we should be notified to evaluate the effect it may have on the proposed OWTS. If the County Environmental Health Department requests changes or modifications to this design, we should be contacted to evaluate the effect on the OWTS. If you have any question or need any additional information, please call. Sincerely, SOPRIS ENGINEERIN , LLC Paul E. Rutledge Design Engineer 0 E'G 28377 Yancy Nichol, P. Principal 1131;ol w' RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 1 OF 11, R $0.00 Janice K. Vos Caudill, Pitkin County, CO RESOLUTION OF THE BOARD OF COUNTY COMMISSIONERS OF PPTKIN COUNTY, COLORADO, APPROVING THE CAMERON ACTIVITY ENVELOPE AND SITE PLAN REVIEW, SPECIAL REVIEW FOR A RIDING STABLE/ACADEMY, AND SPECIAL REVIEW FOR A CARETAKER DWELLING UNIT. Resolution No. _QJ1( RECITALS 1. Linda Cameron ("hereafter referred to as the Applicant") has applied to the Board of County Commissioners of Pitkin County, Colorado ("BOCC") for redevelopment of a property and construction of a commercial riding arena that includes a Special Review Riding Stable/Academy and a Caretaker Dwelling Unit (CDU), and Flexibility for Agricultural Support. 2. The parcel is located at 8276 Snowmass Creek Road and is commonly referred to as "Moon Run Ranch". The lot is zoned RS -30, contains 70 acres, and is conforming in size. Legal Description, Attachment A. 3. The Pitkin County Planning and Zoning Commission considered the proposal at a regularly scheduled meetings on January 14'", 2014. The Planning and Zoning Commission found that the Commercial GMQS portion of the application met minimum threshold with a score of 28 points and that 3 Employee Generation Unites (EGU's) can be created with this use. The Planning and Zoning Commission further recommended approval to the BOCC for the Special Review Uses and the Activity Envelope and Site Plan Review by a vote of 6-0. 4. The BOCC reviewed the application at a regularly scheduled, duly noticed public hearing on February 26b, 2014. Evidence and testimony were presented with respect to this application. 5. The BOCC finds that the proposal is consistent and compatible with the surrounding neighborhood in the Snowmass Creek Valley and consistent with Land Use Code Section 2-30-30(h). The BOCC further finds that the parcel can comply with all site specific requirements for the Riding Stable/Academy use pursuant to Land Use Code Section 4-30-040(w). 6. The BOCC father finds that riding arena has been sited to reduce scenic impact from Snowmass Creek Road and in compliance with Section 7-20-120(d). NOW, THEREFORE, BE IT RESOLVED by the BOCC that it hereby approves the Cameron Activity Envelope and Site Plan Review, Special Review for a Riding Stable/Academy, and Special Review for a Caretaker Dwelling Unit subject to the following conditions that shall run with the land and be binding on all successors in interest: 1. The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. The parcel is exempt from Growth Management up to 5,750 square feet of floor area. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 2 OF 11, Janice K. Vos Caudill, Pitkin County, CO 3. No calculations for height, bulk, setback, size, floor area, or any other building and zoning requirements have been conducted. These requirements will be considered at the time of building permit. Any structures represented in the application may not be pennitted under building and zoning regulations. 4. Prior to submission of any future building permit applications, the Applicant shall be required to submit for approval by the County Attorney and Community Development an Activity Envelope and Site Plan that illustrates the approved Site Plan envelope in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. 5. The future structures shall utilize non -reflective roofing and earth tone colors for the facade of buildings. 6. At building permit application for the residence, the Applicant shall: A. Complete a fireplace/woodstove registration form with the Community Development Department, if necessary. B. Obtain a stormwater permit from the State of Colorado if site disturbance exceeds one 1) acre. C. Obtain a County access permit. D. Submit a drainage and erosion control plan. All slopes steeper than 2:1 shall utilize erosion control blankets. E. Submit engineered plans for retaining walls greater than four feet in height and provide a Geotech report for walls. F. Submit a construction management plan for review and approval by the Planning/Zoning showing the locations of staging, material storage, and employee and construction traffic parking. The plan shall also study the potential for rockfalUdebris that could potential impact the residence below and implement best management practices to address the hazard, if necessary. G. Pay any applicable road and employee housing impact fees. 7. In regard to the fisherman access parking, the Applicant shall explore expanded parking options on the west side of Snowmass Creek Road. 8. The property shall not be used for special events, as defined by the Land Use Code, unless appropriate permits are attained. 9. The commercial riding arena is limited to 20,000 square feet of gross floor area. 10. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a plat identifying the "safe haven" location on the property and the access drive to this location. The Plat shall be recorded prior to building permit issuance. Within 90 days of recordation, the Applicant shall meet with neighborhood groups/Caucus to explain the plat and distribute materials that explain the "safe haven" during a wildfire event and outlines access to the property. 11. If a complaint is received by Community Development, that the Applicant is not able to resolve with the complainant, or if the operation is found to not be in compliance with this approval, an annual review of the operation shall be scheduled to the BOCC. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 3 OF 11, Janice K. Vos Caudill, Pitkin County, CO 12. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a covenant to the benefit of Pitkin County and recorded against the property, that prohibits further subdivision of the property. This covenant shall be recorded prior to issuance of any building permit. 13. At building permit submission, the Applicant shall submit for review and approval by the Open Space and Trails Department and the County Attorney, an easement to the benefit of Pitkin County and its citizens, that establishes a fishing easement on the property as represented in the application materials. This easement shall be recorded prior to building permit issuance. 14. At building permit submission, the Applicant shall submit for review and approval by the Community Development Director and the County Attorney, a covenant to the benefit of Pitkin County and recorded against the property, that memorializes the commitments made in the Commercial GMQS portion of the application. 15. The Riding Stable/Academy Special Review Use is limited to 20 visitor trips per day. 16. IF a use is conducted in the riding arena/exerciser that is different than the represented use for which this approval is granted, further County review is required. 17. Prior to building permit issuance, the Applicant shall pay 130% of the affordable housing mitigation fee for the three (3) employees that will be generated with this commercial use. 18. In consultation with Holy Cross Electric, Future utility extensions shall be undergrounded using an alignment that avoids significant trees and shall be revegetated promptly with a landscape plan approved by Pitkin County Community Development. 19. The property is designated in a low wildfire hazard area and shall comply with the following: A. Defensible Space The area around all buildings/structures shall comply with the following: 1. Brush, debris and non-omamental vegetation shall be removed within a minimum ten -foot (10') perimeter around all structures. 2. Vegetation shall be reduced to break up the vertical and horizontal continuity of the fuels at a minimum of a thirty (30) foot perimeter around a structure built on flat ground. 3. Spacing between clumps of brush and vegetation up to the thirty (30) foot perimeter shall be a minimum of two (2) times the height of the fuel. Maximum diameter of the clumps shall be equal to the height of the fuel. All measurements shall be from the edges of the crowns of the fuel. 4. All branches from trees and brush within the thirty (30) foot perimeter shall be pruned to a height of ten (10) feet above the ground with removal of ladder fuels from around trees and brush. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 4 OF 11, Janice K. Vos Caudill, Pitkin County, CO 5. Tree crown separation within the thirty (30) foot perimeters shall have a minimum of ten (10) feet between the edges of the crowns, except for mature stands of aspen trees where ladder fuels have been removed. In areas of aspen regeneration, understory shrubs and down and dead materials shall be removed. 6. All branches that extend over the roof eaves shall be trimmed and all branches within fifteen (15) feet of chimneys shall be removed. 7. The density of fuels up to a one hundred (100) foot perimeter of the structures shall be reduced where natural reduction has not already occurred. 8. All deadfall up to a one hundred (100) foot perimeter shall be removed. 9. No new conifer trees shall be planted within ten (10) feet of a residence. 10. No flammable mulches shall be placed within two (2) feet of a residence. 11. The property owner shall be responsible for the continued maintenance of the defensible space vegetation requirements. B. Roofing Materials, Roofing Vents and Projections At And Below Roof Line: Roof Materials a. Class A covering or Class A Assembly as defined by the currently adopted building code. b. No wood shakes or shingles. C. Roofs with less than a 3:12 pitch are not permitted unless they comply with the following: 1. All roof coverings shall be constructed of non-combustible materials and installed on a Class A roof assembly. 2. All roof coverings shall have a surface that shall facilitate the natural process of clearing roof debris. 3. Protrusions above the roofline, such as parapets, shall be prohibited. D. Roofs shall be installed as required by the adopted Building Code and shall have a minimum pitch of 1:48. 1. Maintenance and Miscellaneous Requirements 2. Roofs and gutters shall be kept clear of debris. 3. Roof vents shall be screened with corrosive resistant wire mesh, with mesh one-fourth inch maximum. 4. Yards shall be kept clear of all litter, slash and flammable debris. 5. All flammable materials shall be stored on a parallel contour a minimum of fifteen 15) feet away from any structure. 6. Weeds and grasses within the ten (10) foot perimeter shall be maintained to a height not more than six (6) inches. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 5 OF 11, Janice K. Vos Caudill, Pitkin County, CO 7. Firewood/wood piles shall be stacked on a parallel contour a minimum of fifteen (15) feet away from the structure. 8. Swimming pools and ponds shall be accessible by the local fire district. 9. Fences shall be kept clear of brush and debris. 10. Wood fences shall not connect to other structures. 11. Fuel tanks shall be installed underground with an approved container. 12. Propane tanks shall be buried, if possible, or installed according to NFPA 58 standards and on a contour away from the structure with standard defensible space vegetation mitigation around any aboveground tank. Any wood enclosure around the tank shall be constructed with materials approved for two (2) hour fire -resistive construction on the exterior side of the walls. 13. Each structure shall have a minimum of one ten (10) pound ABC fire extinguisher. 14. Addresses shall be clearly marked with two (2) inch non-combustible letters and shall be visible at the primary point of access from the public or common access road and installed on a non-combustible post. 15. All structures shall be sprinklered in comply with applicable building codes. 16. The Applicant shall comply with all requirements of the Snowmass/Wildcat Fire Protection District Code. 20. The Applicant shall comply with the following general conditions regarding wildlife: A. Manipulation of vegetation outside of the Activity Envelope is prohibited. B. Mesh or woven wire fences are prohibited outside the Activity Envelope. C. Wood rail fencing shall employ three (3) rails or less, be the round or split rail type, shall not exceed fifty-four (54) inches in height above ground level, and twelve (12) inches in width top view), and shall have at least eighteen (18) inches between the lower two (2) rails. D. Wire fencing must be three (3) strands or less. The top wire should be a twelve -point -five 12.5) gauge twisted barbless type at a maximum height of forty-two (42) inches. The middle strands (which may be barbed) should be located a minimum twelve (12) inches apart and from the top wire preventing entanglement when mule deer jump over. The bottom strand should be sixteen (16) inches from the ground. E. Fruit bearing trees and shrubs shall be prohibited within the Activity Envelope. This does not include pre-existing native trees and shrubs. F. Access shall be provided to the Colorado Division of Parks and Wildlife for trapping, tagging, studying, or otherwise managing wildlife. G. Trashigarbage shall be kept in an approved bear resistant container or enclosure. H. Bird feeders, including hummingbird feeders, shall be hung away from any deck or window, and be at least ten (10) feet from the ground suspended between two (2) trees or posts. All seed feeders shall include a seed catchment pan to catch discarded seed. I. Pet food shall not be left outside. J. The residence shall install round handled door knobs. K. Existing non -wildlife friendly perimeter fencing shall be removed and if replaced, it shall comply with the conditions above. L. The Applicant shall only stock native species of fish in the pond and shall ensure that fish cannot breach the pond and infiltrate Snowmass Creek. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 6 OF 11, Janice K. Vos Caudill, Pitkin County, CO 21. The detached CDU shall not exceed 1,000 net livable square feet of floor area, which shall count toward the total allowable floor area for the lot. The kitchen contains the following, as defined in the Aspen/Pitkin County Employee housing Guidelines: a minimum of a two -burner stove with oven, standard sink, and a refrigerator plus freezer. The oven must be able to bake and broil and be at least 5 cubic feet; the sink must measure at least 14"WX16"DX5.25"H; refrigerator must be at least 5.3 cubic feet and include at least a .73 cubic foot freezer. The floor plan for the CDU shall be submitted to the County Housing Office for review. 22. Prior to issuance of building permit, the Applicant shall, by covenant, guarantee that the caretaker unit: a. Shall not be required to be rented; b. Shall not be sold or otherwise conveyed or separated from the original parcel regardless of the ultimate form of ownership of the caretaker unit; c. Shall be limited to occupancy by not more than two adults and related children, who qualify as (and have been found by the Housing Office to be) employees of the community under such guidelines as may be from time to time established, or members of the owner's immediate family, even though they may not qualify as employees of the community; d. Shall be rented for terms not less than 6 months if rented. 23. County Housing Office staff shall be entitled to conduct an inspection of the CDU for compliance with the above -referenced requirements. 24. The caretaker dwelling unit restriction may be removed by the property owner upon approval of the Community Development Director, subject to the requirement that the dwelling is removed or modified. If modified, the remaining improvements must no longer be capable of occupancy as a dwelling unit and must meet otherwise applicable Code requirements. 25. The provisions of this regulation are for the purpose of providing a voluntary CDU on a legally created lot or parcel in the County. Any unit approved under this provision of the Pitkin County Land Use Code shall not be used for mitigation of employee housing requirements as established elsewhere in said Code. 26. At permit submittal, the Applicant shall show proof of a legal water source for the CDU. 27. No development shall occur outside the approved envelope, with the exception of vegetation removal necessary to comply with the wildfire mitigation measures described above. No structures shall be permitted outside of the approved activity envelope. Applicant shall be required to obtain an Earthmoving Permit for any work outside the approved envelope. 28. Prior to commencement of any earthmoving or other construction activity, the Applicant shall stake the corners of the activity envelope and install construction fencing around the construction site within the perimeter of the building envelope. The fencing shall remain in place until issuance of a Certificate of Occupancy. 29. Failure to comply with these conditions of approval may result in revocation of this permit or any subsequent permits related to this property or vested rights associated with this property. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 7 OF 11, Janice K. Vos Caudill, Pitkin County, CO 30. Statutory vested rights for the approval contained herein are granted pursuant to the Pitkin County dodUse Code and Colorado Statutes, subject to the exceptions set forth in Pitkin County Land Use e, § 2-20-170 and C.R.S., § 24-68-105. The statutory vested rights granted herein shall expire on February 26t°, 2017. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 8 OF 11, Janice K. Vos Caudill, Pitkin County, CO NOTICE OF PUBLIC HEARING published in the Aspen Times Weekly on the 23rd day of January, 2014. APPROVED AT A PUBLIC HEARING ON THE 26TH DAY OF FEBRUARY, 2014. PUBLISHED AFTER A]POPTION FOR VESTED REAL PROPERTY RIGHTS in the Aspen Times Weeklv on the; ay of n1c vj- , 20j_'f_. Jones, Clerk tofte BOCC APPROVED AS TO FORM: John Ely, Cow orne P1 - 3 PID:264527300004 BOARD OF COUNTY COMMISSIONERS OF PIPKIN COUNTY, COLORADO By \L -t- Robert A. Ittner Jr., Chair / Date APPROVED AS TO CONTENT: Is= nd Houben, Community Development Director RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 9 OF 11, Janice K. Vos Caudill, Pitkin County, CO Appendix B: Snowmass Glen Land Use Application 147R,,11MFa F ,4 8276 Snowmass Creek Road Pitkin County Parcel ID#: 264527300004 PROPERTY DESCRIPTION A PARCEL OF LAND SITUATED IN LOTS 10, 11; 12, 13 AND 14, SECTION 27 AND LOTS 1, 2 AND 6, SECTION 34, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M.; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE WEST LINE OF SAID LOT 14 WHENCE THE SOUTHWEST CORNER OF SAID SECTION 27 BEARS S 89 DEGREES 49'44" W A DISTANCE OF 1537.39 FEET; SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO. 521.436 AND ACCORDING TO THE LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELATIVE TO A BEARING OF N. 00°44'27" E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, AND THE NORTHWEST CORNER OF SAID SECTION 27, A FOUND 6 REBAR AND 3.25" ALUMINUM CAP STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01"17'29"E., ALONG SAID WEST LINE OF SAID LOT 14, SECTION 27, A DISTANCE OF 1,261.53 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 THE FOLLOWING TWENTY (20) COURSES: 1) S.89°54'12"E., A DISTANCE OF 196.97 FEET; 2) S.14°25'48"W., A DISTANCE OF 187.68 FEET; 3) S.36°39'12"E., A DISTANCE OF 296.11 FEET; 4) N.73 -05'48"E., A DISTANCE OF 53.23 FEET; 5) N.09 -14'48"E., A DISTANCE OF 145.81 FEET; 6) 5.87'32'12"E., A DISTANCE OF 58.11 FEET; 7) N.15°30'48"E., A DISTANCE OF 55.70 FEET; 8) N.88 -03'48"E., A DISTANCE OF 87.05 FEET; 9) N.00°06'12"W., A DISTANCE OF 117.57 FEET; 101 N.88°36'48"E., A DISTANCE OF 435.95 FEET; 11) 5.15°22'12"E., A DISTANCE OF 116.60 FEET; 121 S.15°59'12"E., A DISTANCE OF 360.72 FEET; 131 N.87°14'48"E., A DISTANCE OF 200.22 FEET; 14) S.57°53'12"E., A DISTANCE OF 115.02 FEET; 15) 5.83"37'12"E., A DISTANCE OF 86.34 FEET; 16) N.12°14'48"E., A DISTANCE OF 36.18 FEET; 17) S.83°10'12"E., A DISTANCE OF 162.24 FEET; 18) S.14°45'12"E., A DISTANCE OF 230.21 FEET; RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 10 OF 11, Janice K. Vos Caudill, Pitkin County, CO Appendix 8: Snowmass Glen Land Use Application 8276 Snowmass Creek Road Pitkin County Parcel ID#: 264527300004 19) 5.26'39'48"W., A DISTANCE OF 131.45 FEET; 20) S.08°37'45"W., A DISTANCE OF 98.74 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE OF THAT 35 -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUNE 1, 1992 IN PLAT BOOK 29 AT PAGE 7 THENCE LEAVING SAID EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL THE FOLLOWING THIRTEEN (13) COURSES: 1) 5.08°37'45"W., A DISTANCE OF 144.04 FEET; 2) 5.19`13'12"E., A DISTANCE OF 215.00 FEET; 3) 5.11'04'12"E., A DISTANCE OF 130.00 FEET; 4) 5.29'45'12"E., A DISTANCE OF 190.00 FEET; 5) S.12°11'12"E., A DISTANCE OF 95.00 FEET; 6) 5.35"46'12"E., A DISTANCE OF 90.00 FEET; 7) S.05°31'12"E., A DISTANCE OF 220.00 FEET; 8) S.35°02'12"E., A DISTANCE OF 75.00 FEET; 9) 5.48'52'12"E., A DISTANCE OF 120.00 FEET; 10) S.07°05'48"W., A DISTANCE OF 23.62 FEET; 11) N.89°54'12"W., A DISTANCE OF 1,402.17 FEET; 12) N.00°13'15"W., A DISTANCE OF 696.62 FEET; 13) S.89°46'45"W., A DISTANCE OF 675.32 FEET TO A POINT ON THE WEST LINE OF SAID LOT 2, SECTION 34; SAID POINT ALSO BEING A POINT ON SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY; THENCE LEAVING SAID NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL S.01 -08'38"E., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 919.42 FEET; THENCE LEAVING SAID WEST LINE AND CONTINUING ALONG THE BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY THE FOLLOWING THREE (3) COURSES: 1) S.89"57'37"W., A DISTANCE OF 130.70 FEET; 2) N.01 -05'36"W., A DISTANCE OF 997.93 FEET; 3) N.89°15'22"E., A DISTANCE OF 129.80 FEET TO A POINT ON SAID WEST LINE OF SAID LOT 2, SECTION 34; THENCE LEAVING SAID BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY N.01 -08'38"W., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 168.94 FEET TO THE POINT OF BEGINNING. CONTAINING 3,064,666 SQUARE FEET OR 70.3550 ACRES, MORE OR LESS. RECEPTION#: 608836, 03/21/2014 at 12:50:51 PM, 11 OF 11, Janice K. Vos Caudill, Pitkin County, CO Apbendix B: snowmass Glen Land Use Application 826 Snowmass Creek Road Pi in County Parcel ID#: 264527300004 COUNTY OF PITKIN STATE OF COLORADO THIS PROPERTY DESCRIPTION WAS PREPARED BY: SOPRIS ENGINEERING, LLC, 502 MAIN STREET, SUITE A-3, CARBONDALE, CO 81623 AUGUST 15, 2013 RECEPTION#: 628356, 04/05/2016 at 02:27:29 PM, I OF 4. R $0.00 Doc Code ADMIN DECISION Janice K. Vos Caudill, Pitkin County, CO MMOR AMENDMENT TO A DEVELOPMENT PERNUT t Administrative Decision No. III_ -2016 Linda L Cameron Trust (hereafter referred to as "Applicant") has applied to Pitkin County Community Development Director ("Director") for a Minor Amendment to a Development Permit to amend a previously approved Site Plan for the following development activities: Utilize replacement square footage for an equipment barn in the parking area near Snowmass Creek Road, adjust the footprint of this structure, and slightly increase the height; Construct two (2) full bathrooms and office within the equipment barn; Construct a septic field for the equipment barn bathrooms; Reconfiguration of the pond to allow maintenance of water rights, lining, including possible terracing, revisions to the existing island and a water feature; Relocate residential mechanical room to an above grade location adjacent to the garage; Slightly amend the footprint of the future residence for this mechanical room; Rotate the residence garage footprint from the original orientation. Construct a "water wheel" and ditch diversion system adjacent to an existing ditch near the future residence. Revisions to the existing ditch as needed related to this feature. Add an additional subgrade water tank requested by the fire marshal for fire suppression. Add a propane tank near the residence. 2. The parcel is located at 8276 Snowmass Creek Road. The lot is zoned RS -30, contains 70 acres, and is conforming in size. Legal Description, Attachment A. 3. The Lot received Activity Envelope, Site Plan, Special Review for a Riding/Stable Academy, and Special Review for a CDU, approval pursuant to BOCC Resolution No. 024-2014 (Rec. No. 608835). The Site Plan was recorded at Book 107 Page 33 (Rec. No. 610834). A Minor Amendment to a Development Permit was approved pursuant to Administrative Decision No. 71 - 2014 with the amended Site Plan recorded at Book 108 Pages 23 and 24. 4. The Snowmass/Capitol Creek Caucus was referred on the application. No comments were received. 5. The Director finds that the equipment barn will utilize replacement "barn" square footage and that the Applicant has represented that the equipment barn that was recently demolished included an office and full bathrooms used by the previous owner's ranch staff. The Director further finds that this use is permissible and that the equipment shall not become a dwelling. Administrative Decision No. & 1 2016 Page I of 2 6. The Director further finds that the proposal to amend the above mentioned development activities will not impact or change the Activity Envelope approved pursuant to BOCC Resolution No. 024- 2014. The Director further finds that the amendments will not violate any other standard located at Section 2-20-150(6), and that the request can be approved. PROVED by the Director, subject to the following conditions: The Applicant shall adhere to all material representations made in the current or prior applications or in public meetings or hearings and shall consider those representations to be conditions of approval, unless amended by other conditions. 2. Prior to submission of any future permit applications, the Applicants shall be required to submit for approval by the County Attorney and Community Development an amended Site Plan in accordance with Land Use Code Section 2-30-20(g) and Application Manual Section 2.1.12. The above referenced approvals shall be a condition precedent to finalization and recordation. 3. The Applicant shall adhere to all previous land use approvals unless otherwise amended by this Decision. 4. The equipment barn shall not become a dwelling. 5. Prior to Certificate of Occupancy for the equipment barn, a covenant, provided by the Applicant and reviewed and approved by the Community Development Director, shall be recorded against the property stating that the equipment barn is being constructed using replacement agricultural floor area and is not considered residential floor area. The covenant shall additionally state that the equipment barn is not dwelling and shall not become a dwelling. 6. Failure to comply with the conditions of this approval may result in revocation of this approval, or any subsequent permit(s) or approval(s) related to this property, or vested rights associated with this property. APPROVED AND ADOPTED this . V,day of __bAJ, 2016. APPROVED AS TO CONTENT: a kQ"&W- -Ca- Cindy Houben, Community Development Director PU)#.264527300004 P097-15 Administrative Decision No. co 1 2014 Page 2 of 2 i Appendix B: Snowmoss Glen Land Use Application 8276 Snowm ass Creek Road Pitkin County, Parcel til#: 264527300004 PROPERTY DESCRIPTION ATTAUHMEN4T mommommommm A PARCEL OF LAND SITUATED IN LOTS 10,11,12,13 AND 14, SECTION 27 AND LOTS 1, 2 AND 6, SECTION 34, TOWNSHIP 9 SOUTH, RANGE 86 WEST OF THE 6TH P.M.; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING ATA POINT ON THE WEST LINE OF SAID LOT 14 WHENCE THE SOUTHWEST CORNER OF SAID SECTION 27 BEARS 5 89 DEGREES 4944" W A DISTANCE OF 1537.39 FEET; SAID POINT ALSO BEING A POINT ON THE EASTERLY BOUNDARY LINE OF THE HARVEY SNOWMASS CREEK RANCH, ACCORDING TO THE SUBDIVISION EXEMPTION PLAT THEREOF RECORDED MARCH 3, 2008 UNDER RECEPTION NO. 521436 AND ACCORDING TO THE LOT UNE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY RECORDED APRIL 3, 2008 UNDER RECEPTION NO. 548061 (WITH ALL BEARINGS HEREIN BEING RELA*E TO A BEARING OF N. 00°4427" E. BETWEEN THE SOUTHWEST CORNER OF SAID SECTION 27, A FOUND STONE IN PLACE, AND THE NORTHWESTCORNER OF SAID SECTION 27, A FOUND 6 REBAR AND 3.25" ALUMINUM CAP STAMPED 1997, L.S. #19598 IN PLACE); THENCE N.01017'29"E., ALONG SAID WEST LINE OF SAID LOT 14; SECTION 27, A DIS'T'ANCE OF 1,261.53 FEET TO A POINT ON THE NORTHERLY BOUNDARY LINE OF THAT PROPERTY DESCRIBED IN THAT DOCUMENT RECORDED IN BOOK 276 AT PAGE 526; THENCE ALONG SAID NORTHERLY BOUNDARY LINE AND THE EASTERLY BOUNDARY LINE OF SAID BOOK 276 AT PAGE 526 THE FOLLOWING TWENTY (20) COURSES: 1) 5.89'54'12"E., A DISTANCE OF 196.97 FEET; 2) S.14°25'48"W., A DISTANCE OF 187,68 FEET; 3) S.36"39'12"E., A DISTANCE OF 296.11 FEET; 4) N.73°05'43"E., A DISTANCE OF 53.23 FEET; 5) N.09°14'48"E., A DISTANCE OF 145.81 FEET; 6) 5.87'32'1;"E, A DISTANCE OF 58.11 FEET; 7) N.1S-30'49"E., A DISTANCE OF 55.70 FEET; 8) N.W0348E., A DISTANCE OF 87.05 FEET; 9) N.00 -06'12"W., A DISTANCE OF 117.57 FEET; 10) N.88°36'48"Ea, A DISTANCE OF 435.95 FEET; 11) 5.15.22'12"E., A DISTANCE OF 116.60 FEET; 12) S.15°59'12"E., A DISTANCE OF 360.72 FEET; 13) N.87-14'48"E.,A DISTANCE OF 200.22 FEET; 14) 5.57"53'12"E., A DISTANCE OF 115.02 FEET; 15) S.83°37'12"E., A DISTANCE OF 86.34 FEET; 6) N.12°14'48"E., ADISTANCE OF 36.18 FEET; 17).S.83°10'12"E., A DISTANCE OF 162.24 FEET; 18) S.14°45'12"E., A DISTANCE OF 230.21 FEET; Appendix B: Snowmoss Glen Load Use Application 8276 Snowmass Creek Rood Pitkin County Parcel 10#., 2 64 52 73 00004 19) 5.26'3948-W,, A DISTANCE Of 131.45 FEET; 20) 5.08'37'45"W., A D15TANCE OF 98,74 FEET TO A POINT ON THE WESTERLY BOUNDARY LINE Of THAT 3S -ACRE PARCEL DESCRIBED IN THAT DOCUMENT RECORDED JUNE 1, 1992 IN PLAT BOOK 29 AT PAGE 7; THENCE LEAVING SAID EASTERLY BOUNDARY UNE OF SAID BOOK 276 AT PAGE 526 ALONG SAID WESTERLY BOUNDARY LINE AND THE NORTHERLY BOUNDARY LINE OF SAID 3S -ACRE PARCEL THE FOLLOWING THIRTEEN (13) COURSES: 1) 5.08-37'45-W., A DISTANCE OF 144.04 FEET; 2) S.19 -13-12'E, A DISTANCE OF 215.00 FEET; 3) 5.11-04'12-E., A DISTANCE OF 130.00 FEET; 4) 5,29-45'12"E., A DISTANCE OF 190,00 FEET; 5) 5-12-11'12-E, A DISTANCE OF 95,00 FEET; 6) 535'46'12"E., A DISTANCE OF 90.00 FEET; 7) S.0S-3 1'12-E- A DISTANCE OF 220.00 FEET, 8) 5.35-0212-E., A DISTANCE OF 75,00 FEET, 9) 5A8 -52'12"E, A DISTANCE OF 120= FEET, 10) S,07'05'48"W., A DISTANCE OF 23,62 FEET; 11) N.89 -54'12-W., A DISTANCE OF 1,402.17 FEET; 12) M00'13'15"W, A DISTANCE OF 696,62 FEET; 13) 5.89-46'45-W, A DISTANCE OF 67532 FEET TO A POINT ON THE WEST LINE OF SAID LOT 2, SECTION 34; SAID POINT ALSO BEING A POINT ON SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY; THENCE LEAVING SAID NORTHERLY BOUNDARY LINE OF SAID 35 -ACRE PARCEL 5,01*08'38"E., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 919,42 FEET, THENCE LEAVING SAID WEST LINE AND CONTINUING ALONG THE BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY THE FOLLOWING THREE (3) COURSES: 1) 5.89-57-37-W., A DISTANCE OF 130.70 FEET; 2) W01 -05'36-W., A DISTANCE OF 997.93 FEET; 3) W89 -15-22-E, A DISTANCE OF 129.80 FEET TO A POINT ON SAID WEST LINE OF SAID LOT 2, SECTION 34; THENCE LEAVING SAID BOUNDARY LINE OF SAID LOT LINE ADJUSTMENT OF MOON RUN RANCH AND HARVEY PROPERTY N.01*08*38*W., ALONG SAID WEST LINE OF SAID LOT 2, SECTION 34, A DISTANCE OF 168,94 FEET TO THE POINT OF BEGINNING. CONTAINING 3,064,666 SQUARE FEET OR 70.3550 ACRES, MORE OR LESS. I FORM NO. PUMP INSTALLATION AND TEST REPORT For onic. Use only GWS -32 10104 STATE OF COLORADO, OFFICE OF THE STATE ENGINEER 1 WELL PERMIT NUMBER 2.13 11 I N tc.y MC LA r til 2 OWNER NAME(S) Mbr- i .),t) 44YXI4 Mailing Address SV A S City, St. Zip -KAIoW MA -i5 (Za, 616 , - Phone (970 )'3-.3— 3 4 3. WELL LOCATION AS DRILLED: IV10 1/4 /VE 1/4, Sec. 34' Twp. _, Range i'G G{ DISTANCES FROM SEC. LINES; X8'7 — ft. from it/>>e Sec. line. and 2r< -S6 ft. from Wi ST Sec. line. or we" SUBDIVISION: ' LOT BLOCK _ FIUNG(UNM STREET ADDRESS AT WELL LOCATION: 4. PUMP DATA: Type 6 Installation Completed /0/23/48 2 Pump Manufacturer 6oa AS Pump M:)-4No. / ' Design GPM_ I5 at RPM -34so , HP tz. , Volts 230 , Full Load Amps s Pump Intake Depth :j 5 , Feet, Drop/Column Pipe Size / J' Inches, Klnd :'oh b -O toy- ADDITIONAL INFORMATION FOR PUMPS GREATER THAT 50 GPM: TURBINE DRIVER TYPE: Electric Engine Other Chsign Head feet, Number of Stages Shaft size inches. 5. OTHER EgUIPMENT: nl Airline Installed F-1Yes129 No, Orifice Depth ft. Monitor Tube Installed n Yes CELNo, Depth ft. Flow Meter Mfg. Meter Serial No. Meter Readout Gallons, Thousand Gallons, Acre feet, El Beginning Reading 6. TEST DATA: Check box if Test data is submitted on Supplemental Form. Date /0jX3 1Z Total Well Depth 361 Time Static Level — 3Rate (GPM) /S' G tol"4 Date Measured __&;L i 1gj, Pumping Lvl. 17.1 DISINFECTION: Type_ CILV)" Amt. Used / GAZ- A. Water Quality analysis available. Yes CZ No 9. Remarks 0. 1 have read the statements made herein and know the contents thereof, and that they are true to my knowledge. Pursuant to Section 2.4-4•104 (13)(a) C.R.S., the making of falsA statements herein constitutes perjury in the secon degree and is punishable as a class 1 misdemeanor,] CONTRACTOR 5A M O V M p 06, AX - Phone (J70) q 5-6309 Lic. No, 10S0 . Mailing Address "-97 00S neroliGnt Name/Thle (Please type or print) Signature Date Av SAMV 50 F'-=` ///x0198' WELL CONSTRUCTION AND TEST REPORT STATE OF COLORADO, OFFICE OF THE STATE ENGINEER FOR OFFICE USE ONLY j APPROVAL #GW831-01.03 1. 2. WELL PERMIT NUMBER 213111 Owner Name(s) Holly McLain 1 Moon Run Ranch Mailing Address 8276 Snowmass Creek Road City, St. Zip: Snowmass, Co. 81854 Phone (970) 923-3244 3. MLL L6CATION NW 1/4 NE DISTANCES FROM SEC. LINES: 587 ft. from North Sec. line. and SUBDIVISION: STREET ADDRESS AT WELL LOCATION : 114 Sec. 34 Twp. 09S Range 88W 2856 ft. from West Sec. line. OR LOT BLOCK FILING(UNIT) 4 GROUND SURFACE ELEVATION ft. DRILLING METHOD Air Rotary DATE COMPLETED 10/20/98 TOTAL DEPTH 38 ft. DEPTH COMPLETED 38 fl. 5. GEOLOGIC LOG : 6. HOLE DIAM. (In) FROM IR) TO lR) Depth Type of Material (Size, Color, and Type) 9.0 0 36 000-020 Clays, Cobbles 020-036 Cobbles, Sand & Gravels 7. PLAIN CASING OD On) IQnd Wall Size From (ft) To (ft) 7.0 Steel 0.240 -1 21 PERF. CASING: Screen Slot Size: 7.0 Steel 240 21 36 WATER LOCATED 20 - 36 REMARKS: 8. Filter Pack Material: Size : Interval : 9. Pecker Placement Type Depth 10. GROUTING RECORD Meted Amourd Dendly Inferval Pleoemenf cement 3 sks 18 gat 10-20 poured i i. LJISIIVrfyt, i i%jN : i ype : h I h AFM. Used : 1 oz. TESTING METHOD : Air Compressor Static Level : 13 ft. DateMme Measured 10/20/98 Pumping Level : Total ft. Date/Time Measured 10/20/98 Remarks : m PeNiy in the swwW dprw"b punishgbis ss • does 1 rTidw. r0r ) CONTRACTOR : Shelton Drilling Corp. M Production Rate : 15 VIM. Test Length : 2 hrs. Phone :(970) 927-4182 Name flitle (Please Type or Print) Signa ate Wayne Shelton / President 101211118 ORIGINAL Form No GWS -25 APPLICANT OFFICE! OF THE STATE ENGINEER COLORADO DIVISION OF WATER RESOURCES 818 Centennial Bldg., 1313 Sherman St., Denver, Colorado 80203 1303) 866-3581 1095 WELL PERMIT NUMBER 913111 - — DIV. 5 CNTY. 49 WD 38 DES. BASIN MD Lot: Block: Filing: Subdiv: HOLLY MCLAIN MOON RUN RANCH 8276 SNOWMASS CREEK ROAD SNOWMASS, CO 81654 970)923-3244 PERMIT TO CONSTRUCT A WELL APPROVED WELL LOCATION PITKIN COUNTY NW 1/4 NE 114 Section 34 Twp 9 S Rng 86 W 6th P.M. DISTANCES FROM SECTION LINES 587 Ft, from NORTH Section Line 2856 Ft, from WEST Section Line ISSUANCE OF THIS PERMIT DOES NOT CONFER A WATER RIGHT CONDITIONS OF APPROVAL 1) This well shall be used in such a way as to cause no material injury to existing water rights. The issuance of the permit does not assure the applicant that no injury will occur to another vested water right or preclude another owner of a vested water right from seeking relief in a civil court action. 2) The construction of this well shall be in compliance with the Water Well Construction Rules 2 CCR 402-2, unless approval of a variance has been granted by the State Board of Examiners of Water Well Construction and Pump Installation Contractors in accordance with Rule 18. 3) Approved pursuant to CRS 37-92-602(3)(b)(11)(A) as the only we)) on a tract of land of t 62 acres (t 67.74 less t 5 acres, southeast corner of tract) described as that portion of the E Y=, SW % and the SW 'A, SE % of Sec. 27 and the NW %, NE % and the NE A, NW Y, of Sec. 34, Twp. 9 South, Rng. 86 West of the 6th P.M., Pitkin County, being more particularly described on the attached exhibit "A". This well is approved as a relocation (replacement) of an existing well, permit 78772. The old well must be plugged and sealed according to the Water Well Construction Rules within ninety (90) days of completion of the new well. The enclosed Well Abandonment Report form must be completed and submitted to affirm that the old well was properly plugged and sealed. 4) Approved for a change in use (per decree Case No. 80CW63) and change of legal description for an existing well constructed to a depth of 32 feet, under Permit No. 78772 (canceled). "The well was completed and the water first diverted and applied to beneficial use on April 11, 1975." The issuance of this permit hereby cancels Permit No. 78772. 5) The use of ground water from this well is limited to ordinary household purposes inside three (3) single family dwellings, fire protection, the watering of poultry, domestic animals, and livestock on a farm or ranch, and the irrigation of not over one (1) acre of home gardens and lawns. This well is to be known as Moon Run Barn Well, decreed in Division 5 Water Court, Case No. 80CW63. 6) The maximum pumping rate shall not exceed 15 GPM (0.033 cfs). 7) The return flow from the use of the well must be through an individual waste water disposal system of the non -evaporative type where the WEiter is returned to the same stream system in which the well is located. 8) This well shall be constructed not more than 200 feet from the location specified on this permit. 9) This permit hes been approved for the use and location noted above (per decree Case No. 80CW631. You are hereby notified that you have the right to appeal the issuance of this permit, by filing a written request with this office within sixty 60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (See Section 24-4-104through 106, NOTE: Parcel Identification Number (PIN): 49-2645-273-00-004 Assessor Tax Schedule Number: _ R014941 APPROVED f/% n _X 15`-- DMW 5tateEnairroer OCT 171998 BY Receipt No. ' DATE ISSUED EXPIRATION DATE pCT 17 2DOD SE_I-b1T; DIV 5 TEL:303-945-5665 G. -Cl 15 98 11:28 NoRBAW.02 COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCESOCT 2 9 rl r981313SHERMANST., RM. 818, DENVER CO 50203 8 phone . info: (303) 866-3587 main: (303) 866-3581 WAIER _ RESIDENTIAL *wets: you may also use this form to apply for fvenask wel•rii 'm Well Perms FetiOn ctions-prligir to gorwIsting form Llluait be CornjDI9W in hi Art 1. APPLICANT INFORMATION G. USE OF WELL check appicipriste entry or entries) NMm. of °'•"` (` • see Inatruetions determinetodeteine uses) fa mwhichyouay quaafy — L 17 A. Ordinary household use in one single-family dwelling CZ NQ ooftA a use) QAmis Aoi(om U rND So;'"-'L R, Ordinary household use in 1 to 3 single-family dwefiings: Number of dwellings: Home gardenAawn irrigation. not to exceed 1 acre: ZIP $W(. area irrigated CI sq. ft. acre Domestic animal watering -- (non-ctmmareial) C. Livestock watering ton form/ranchlnn a sstur•) t m. n.mae um.+rra ~aaaar.l 2. TYPE OF APPLICATION (ohsok applicable box(se)) M Construct now well Use existing well 7. WELL DATA XReplaceexisting well Change I Increase Use tebiVOW%Mvn Change (source) aquifer Reapplication>werglr.ep.rrafl gpm aaraf••t Other: TOW depth feet3. REFER TO (it a ieable): w.t.r Doan call. I 4a0cw(o3 a+rmtn I8. TYPE OF RESIDENTIAL SEWAGE SYSTEM O Septic tank I absorption leech field Central systemVerbalIMonitoringholeaoknawl•dom•rtl / VE- MH- Distrivi name: C3 Vault - — wellnanuorR Un Location sewage to be hauled to; IXOther {stseoh copy of en rloering deal n) 4. LOCATION OF WELL 4 Ouarrer/qu•rt•r aeart•r S. PROPOSED WELL DRILLER (optional) Lloww"bor tYx'l) T l i (y Y. section TownaNp N or a Rang* or prFalr I mofaan t 9 S c3® jIN b l7 10, SIGNATURE of applicant(s) or authorized agent Dlst•nce of Mill from e••tton lines The finking of false ttaternonto herein constitutes perjury bM WN O a ft, from jXj w in the second dagrea, which Is punishable as a class 1 mis- dems nor Pursuant to C.R.S. 24-4.104(13)(a). I have read VftI laanren aal/.en. If aill'to rt from prfkam aearew (if oWle bel Q- QS C%oov-e— the statements herein, know the contents thereof and state that they are true to my knowledge. iaa r a. vtallmfs •r . Oe1an1a AI'»Iifromd/ wa• q r.nv o 7)J mu"I. at direction 6. TRACT ON WHICH WELL WILL BE LOCATED A. you must chock oma of "f•llewine - ew Inert irdwil a i rm onto Subdivision: Name 1 ti Lot no. Block no. Filing/Unit OPTIONAL I ATION County exemption lattach copy of county approval & survey) viol ala• ZZ INAM map ti, rwfawo &14,- Namelno. Tract no. Cl Wnino claim invoch copy of load or surwyl Office Use Only Nsmelno• DIV JkOthar (attach Ice 1 dsserirtivr- C pq/ k' SQ{ -1J co B. sTA pA L IDI. .dl 'Roljyri~ WD 3g C. d acne In deet D. Ara you Sha owner of $*a pra/ertyi Io ES NO lit no • one detailed Inst.) BACHECKSTR§437622 102995 04. urnIVOFi1ATERRESQURC E. win this be the only well on this tract? ES NO (ft other wells are on this tract, see detailed Inst.) SSE MD Fomt GWS -44 (11195) 11 Permit Application Change Form To be used when issuing well permits based upon information other than as received. Please file with final Permit Receip1: No. 2 / ,3 // / %G& VL t Name of Applicant OCT 2 9 1998 Summery of change(s): f G/`\ `7 s itt.tic c_ of L Gl%F h+. .Sf tex c &,.7- Lrif / / i,, -y c- a rix e .kt, e. 4/ f a l f { t/C P /J? a if G ' /s? Ll 1-e a /tea O'ccI-e3 S Cr• t Q"\ a e -e --,e S e- -(, ,.;i t' v F 40e- /L d -e- C" — K C 6 O 'C5 6 3 # 45 N e 6 — a J< Date i 7 i _ Signed Print Name Z v'W s { / . W-4 H. G L 14AI V /0,L/9 7 L9C r e REc os cC J -EI VEr_ op GEOLOGICAL SURVEY V 39%5' 7 i28^•E. 329 BASAL r rt ml :30 3TA 1 cu —','may • . n I /, / ' 1 , ' -- - 1 (` Isgbom,,,.ry . r = - ± \ • L .._.% , •. - - _.'_ - - r -- —` -- - — - \ Its Js7 f! '(' r ..rr 1'l,'I1 J r/ r1 0' / ii / ) ' I' r' ' • `• '',I l y 27 13 45 o \ , y f/ r • --', ,, O® '/' it , r' %/ -- 1, ` l /' t;` .\ +, wlit as 1 tite, r;--- • ` 1- - /./ i leo.. ( Q , '' 4144 P9GK - •(S ); I `i', ` 1y, w. l , ; v \1 ` // Ok 9000 Jn ,/ /) 1- \ '' i. `\` 11,•\ t// >i ) //, Imo/ X343 moi/ /, j-: ao- ;\ 1, I r II 1i:( yt, l •i { /; -. //fi, I. ` a;99 •. :' i .. i, r/,I l(';?}, '+ O •{ I(8 +! I r ,,r .I - rl,.=. Yr-^,, /; l , i r 9 5 %,•.r 8gl trl- ;, r Z i r f !'/ I II '''' 1{ i I _ + jli`_ /li - i 1 ?. _i los 0000 7 rl/( //-_% \, Y",,,i 0 p0 !, I •/ I )I f`7 1` ((.. J .` f r/'; l- ice„%iJ,i';; =% - Lo ''•` , /.: o`°• . I .l$t'} - _ _/'• 2'30• Saco 4141 - - -- / - '- : - ,--'pose. , - - -' _ - -- • ;,:.:'_ fes' '/ ,. __ . - _ 1 --' Il'- -- -- ` - - -- • •' t/ PITKIN COUNTY TAX NOTICE TREPIT 506 E. WAIN ST., SU1TIe506E. AINCOUNTY SUITE 201 For 1997 in 1 PHONE it (90) 92(2 .6117$ 1611-19936FAXN (970) OM174 DESC: A P L OF LAND SITUATED IN LOTS 10, 11, PITKIN CONY 3.771 0.245 304.62 12, 13 i 14 OF SEC. 27 AND LOTS 1 R 2 OF SEC. OPEN SPACE & TRAILS 2.519 217.62 34 BOTH IN T.9S, R.861f. 35.011 AIC DENT TO 0 COUNTY HOUSING DEBT 0.450 38.88 14940 BK:0684 PG:0341 BK:0754 PG:0940 BK:0761 SKOWASS VILLAGE FIRE 4.601 387.48M.0259 BK:0767 PG:0652 BK:0767 PG:0657 BK:0803 PG:0036 BK:0603 PG:OD43 ROARING FORK SCHOOL DIST 43.424 3,751.40 COLORADO MTN COLLEGE 3.997 0.053 340.72 C .A[VER DATER CONS 0.307 26.52 I VMI1.9' kOPITAL 1.500 0.165 115.33 BASALT LIBRARY 1.151 99.43 SEWER CHOXITY LIENISPECIAL IMPR 0 0• 00 99 Without state legislative funding your school general fund NSR 4r91Nfmilllevywouldhavebeen48,344. rpt: A mill levy Is the tax rats per S11,00 of assessed valuation. PPOPEATY ACTUAL VALUE I LAND VALUATION I BUILDING VALUATION Pt:rli0 _ PROPERTY VALUATION TOTAL ASSESSED VALUATION TOTAL MILL LEVY IFULLTAX 021 80141141 REAL 2,646.00 Is YOUR AOOIIW Come" $2,646-00 Plow shod the Iltex to the compo for ellealle of sdlnn, OR 5, 292.00 6276 SIIOM CREEK HOLLY FULLER 94.721% $ Make checks payable to:P(rKIN NTYTREASURER Post-dated checks are not accepted. SNO IM, CO 81654.9127 ) If your property tax is to be paid by a mortgage company, please forward this notice to them. if you have sold this property. please forward this statement to the new owner or return it to this office marked "property sold"(and include the Name and Address of the new owner PLEASE SEE REVERSE SIDE OF THIS if known). TAV t\1 1TI1'1C ocrAOki rnoonpTanAlcnDvnrNaocrnanc C 6T -r Of, 4(*J" 9 4998 s arw oce):xv IlVfd3d ONIAM HiW3 R A6 O3N73lYJ llEO-bOL(OZ SZ9133H •3l iVn ZOSlYJ NVId A3W3JVNVW N0iionUiSN00 g AB NMtlN<I 133N I C NIVYY ZO5 SiNvil SNLL1N1 A8 mNO153O J'9NIN33NI 9N3 , IAD SladOs OMO100',11Nf100 Nl lld < z w Siva a Nolsln3a .oN 3SN S.319V3 :N0U3VWO o S N S N InErgin R ooh o UIy Nj F- F F F F F F- F F- F F LL n N ° w i FW Z Sz a i iw a + m m i mlAn z z e Z Zoo l°r IIIZ 3 LL / na q I ' I ooeo 1 f ** X -p Bolo® OQH s s; S l o a w 1 H U GS i d a a . 91 1 lid cc s~ October 27, 2017 Cameron Lynda L. Trust C/O Craig Ragan Mountain Interiors mtninteriors.com Bryan Daugherty REHS Pitkin County Environmental Health Department 76 Set -vice Center Road, Aspen, CO 81611 RE: AS -BUILT, Onsite Wastewater Treatment System (OWTS) — Eagle's Rise, 65 Reitschule Lane, Pitkin County SE Job No. 13098.02 Parcel No: 264527300004 Pitco EH/NR Permit No. 0010.2016.POWT Dear Craig and Bryan Pursuant to County requirements, this letter provides documentation that the new Onsite Wastewater Treatment Systems (OWTS) recently installed at the above referenced site is in compliance with the permitted design. Sopris Engineering inspected the excavations, soils, materials and the installation of the system components at various times during construction, prior to final backfill and after all installations were completed. The system constructed on site was designed and built to serve an equipment barn facility in accordance with the design recommendations and specifications delineated on the civil design plans, OWTS and Details, and the design report, by Sopris Engineering dated March 3, 2016, submitted in support of a building permit application. The design criteria and system sizing information is summarized below. An As -built OWTS record drawing is attached delineating the As - built descriptions and location of the components. Desien Criteria and As -built System Component Installation Design and installation of the engineered OWTS with enhanced treatment was in accordance with applicable Pitkin County and the State of Colorado regulations. The Equipment Barn facility includes 1 and '/ bathrooms for use by the caretaker employee and property residents using the facility served by the new OWTS system. The facility will be used for temporary parking of the property owner's RV units. The system was designed based on the current Pitkin County design criteria for the use of a pressure dosed sand filter (SF) system. The design is in compliance with the current County Regulation No. 43 with area calculations based on the Long Term Acceptance Rate LTAR) for ASTM -33 filter sand per a minimum equivalent 2 bedroom design capacity. The system included the installation of a three compartment 1000 -gallon concrete septic tank with a 500 gallon dosing chamber equipped with a simplex pump dosing assembly and associated piping and controls. A full pressure dosed SF system was used to provide good secondary treatment performance in the variable soil conditions. The system utilizes an Orenco Systems simplex high head pump with a Biotube vault installed in the dosing chamber of the septic tank. The OWTS field consists of a single 300 S.F. treatment/absorption sand filter (SF) bed constructed with 36 -inches of filter sand below gravelless chamber spray shield units, installed to provide equal pressure distribution of effluent. The septic tank effluent is dosed to the single distribution row via an individual custom perforated pressure distribution pipe running the length of the 60 feet by 5 feet sand filter bed. This technology mitigates any potential for excessive hydraulic loading and allows for even dispersal of effluent over the entire field area. 502 Main Street • Suite A3 • Carbondale, CO 81623 • (970) 704-0311 • Fax (970) 704- 0313 SopRis ENGINEERING • LLC civil consultants AS -BUILT, OWTS Cameron: Eagle's Rise -Equipment Barn SE Job No. 13098.02 October 27, 2017 The sewer pipes have been installed as specified with respect to design grades and other utilities. The gravity sewer pipes routed to the 3- compartment septic tank was bedded and backfilled with Class -6 base. The SF system was installed based on the design flow rate for an equivalent 2 -bedroom single family residence and the LTAR rate for a sand filter. The GSF system is designed to dose small quantities of effluent across the bed for single pass treatment followed by infiltration of the heated effluent into the underlying soils. The system meets all required setbacks and was installed within the general location indicated on the plan. Our design is outlined below and delineated on the attached As -built Record Drawing plan. Sub Surface Conditions and observation A previous soil evaluation including USDS soil texture analysis was performed by Sopris Engineering in the vicinity of the building envelope to determine the design criteria. The soils were evaluated to determine the soil type, potential design hydraulic loading rate and determine the appropriate site specific treatment technology. The area within the building envelope had been previously excavated and the existing localized subsoils were exposed on the surface and along the excavated embankments to variable depths from 3 to 6 feet below the natural surface grades. During construction an additional soil evaluation was performed by the engineer with excavations observed in the specific area of the proposed treatment/absorption sand filter bed. The field is situated within an elongated strip of undisturbed land between the eastern activity envelope boundary and a landscape boulder retaining wall that forms an approximate 4 -foot grade break with the previously excavated buildingidevelopment envelope. The exposed soils below approximately 6 -inches of topsoil at the pre-existing natural grade consist of clayey loam with gravel, cobbles and scattered small boulders to depths of 4 to 5 feet. This native material is underlain by loamy sand to sandy loam with gravelly cobbles and small boulders containing approximately 30% to 40% of rock material. The rock and gravel is interspersed with the loamy sand to sandy loam soil matrix that generally has granular structure -shape and moderate to weak structure -grade. Another profile pit was observed by the engineer, in an excavation to the south of the proposed field, excavated to a depth of approximately 8 feet below the pre-existing natural grade that revealed consistent soils as described above with evidence of seasonal high ground water at approximately 8 feet. No evidence of free water was encountered in the treatment bed excavation during construction and is assumed to be at least 7 -feet below the absorptive surface. Based on the soil evaluation the receiving soils were characterized as soil type 0 to, therefore the effective field design LTAR loading rate for the sand filter is 1.0 gal/S.F./day for a level 1 treatment system. The use of imported media has been confirmed appropriate for effective dispersal below the adjacent lower grades in the buildingidevelopment envelope. The landscape boulder retaining wall was placed on the 4-5 foot cut bank situated approximately 4 feet west of the nearest edge of the absorption treatment bed sidewall. The relatively dense undisturbed native mixed colluvial clayey loam soils in place behind the wall provide an effective impermeable barrier that will prevent potential outflows from the system to laterally migrate through the wall. The limited pressure dosed effluent routed to the 5 - foot wide field will be treated and infiltrate vertically through the permeable sand filter for dispersal into the underlying sandy loam gravel and cobbles situated at and below the bottom face elevation of the wall. Based on the conditions observed and described above leakage of effluent and/or snowmelt through the retaining wall is not expected under any circumstance. With respect to the slope, boulder size and placement the wall provides effective structural stability and erosion protection. AS -BUILT, OWTS Cameron: Eagle's Rise -Equipment Barn SE Job No. 13098.02 October 27, 2017 Design Flow The equipment bam facility capacity is based on a minimum 2 -bedroom single family residence. The design flow is calculated as follows: Residence Unit— 2 bedrooms @ 2 person /bedroom = 4 persons From the Pitkin Comity OWTS Regulation; Max. Design flow (Qd) _ # of people x 75(avg. flow) gal/person/day. Gallons per day for the subject house = 75 gal/person/day Qd=4*75*=300 a The septic tank capacity required for a minimum 48 hour retention time is calculated as follows: V = 600_ gal/day * 2 =600 gallons. Intermittent Sand Filter Treatment media/ Absorption System Design Long Term Acceptance Rate (LTAR) Considering the application of regulation 43 for design of unlined sand filters: Receiving Wastewater Treatment Level 1; loading rate for sand filter is (1.0 gal./S.F./day) for the minimum 36" depth of ASTM -33 sand treatment media; Loading factors L.F.; (Table 10-2, pressure dosed application bed = 1.0) A(sf) = Qd x L.F.: A(sf) = 300 gpd x 1.0 = 300 S.F. A = Area; Qd = flow (gal/day) = 300 gpd LTAR 1.0 Gal/S.F./day L.F.1=1.0 pressure dosing LTAR = 1.0 Gal/S.F./day for ASTM -33, sand A 60' by T bed was excavated to a 4.5' depth below finish grade. The surface was scarified and backfilled with 36 - inches of ASTM -33, washed concrete sand. One run of custom perforated 1.25 -inch distribution lateral was installed on top of a sand layer and covered with 14 Quick -4 chambers in 1 row with 14 chamber units for use as pressure dose spray shields, as delineated on the plan. The bed is dosed from the simplex high head distribution pump system installed in the third compartment of the septic tank. The top of the sand filter layer was placed at a depth of 18-30 inches from existing natural grade. The standard Quick 4 chambers were installed over the top of the sand along the centerline. Filter fabric was then placed over the chambers and the entire minimum 5 -foot wide by 60 -feet long extents of the sand filter bed and backfilled with a minimum 12 -inch backfill cover. The slightly mounded field was constructed with final surface grading at a minimum 6 -inches above the surrounding surface grade with a minimum 3 -inch topsoil layer placed over the field surface. The bed was constructed level and generally follows the natural contour grades. The chamber row was completed with standard end caps installed at both ends. A piezometer monitoring well pipe riser with threaded cap was installed near a corner of the field and extended down to the excavated surface depth at the bottom of the placed sand. Inspection port risers were installed on both ends and an additional riser was installed on the end cap above the ball valve installed at the end of the distribution lateral. AS -BUILT, OWTS Cameron: Eagle's Rise -Equipment Barn SE Job No. 13098.02 October 27, 2017 OWS Operation and Maintenance All components of the engineered OWTS shall be inspected on a regular basis and be properly maintained. The responsibility for repair and maintenance of the system will remain with the property Owner. The owner shall retain the services of qualified personnel to inspect the OWTS and to perform all maintenance and repairs necessary to ensure that the system is in good operating condition and is in compliance with the manufacturer's performance requirements. The operating components of the OWTS should be inspected every six months by a qualified maintenance or service provider. The tank, absorption field, pump assembly and other system components should be visually inspected bi-annually for debris, damage, leaks, or other potential problems. In general, for a properly utilized system, septic tanks should be pumped every 3 - 5years. The effluent filter should be cleaned every six months and at the time of pumping. Absorption fields should be maintained with suitable vegetative cover and kept free of root invasive plants. Positive surface drainage away from the absorption field should be maintained. If you have any question or need any additional information, please call. Sincerely, SOPRIS ENGINEERING, LLC Paul E. Rutledge Design Engineer 264527300004-OWTS Final Completion Letter - 2017-10-27 GENE;A- NOTES: d• raw 7J E0 , C fr+P lBTi 7,rr p-GAJiO1Wl . = EI Ti!C FAINIK ' I % 7 I --- -- - - - - - i 1. THE C W -L AS SHOWN DN T,-ii,FLAN ArJl} IF-- L+f A.LS sriEHF 17F.WiNFl} AY ti(IFRIM -- hf;:1I=FRI IISVrWTH (3) 24A DIA-RiaaM PVC MS MT1ff 1).Q5 AT iPr _WR-ACr , W-STALL0 CRENOL a'I00TUE'J1JPLEY E7LOEftiiF RUMP ASSEWIRLY I ' ' ', I 2. TFE PR'WC5E) LJ•I CONDIT CNS & PLA- INFORrOA IV 507KIS ENGIN I-ER14G rAr TMYRD COLfJ ARTA"T 1000 Cullen'rUp Seam Th rem Compartment . I It$111 ft With High Hci PurMrp A. C:',41J kR hSMt 14.iIL} A'}C}RCSS: La mc -nn _pada I.1'rl~s: 121sT, fl:> Rr?ixhr.lr• °. Jnr•, 11000T-3CP-HH (1,N 13;Llk n `Cvdr 5tulun?*1 I'Ai::.'-1 N.JVIF;FFi s EirLri titi17:17 r1 FE, BEVELED MY ff.-F3 + FJC- Ak rN25TAU n ra r , ' . ALLOW I'J J JN ' TANK '1 T p 3. 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I3UARD'F hMIN. f ri'; i A'Vu7 OF f r111M1` C)U!C.K-d INOLIRATCP_ 017 IYATt II Jvrsid-1 5 r9iA'JA7F.7 hfArFA!.A1 H20A1 RIOiahFr JS.Y SPRAY' COMPAZ. ED 10 f ST.iIw1}p L; I: PRC}GTUF? j T k r Y tR %LAN0 r-" I -HE I -op G5r .'iPE LJSCci1EAM CG.vL:R9•r L' 4 W FO SDR -35215 AAND FIFES N.-.5. w LLI16, LU Lira LJY FMX DI.NPE1i.S,± A O -EP NII' ATMEN'I' RED. X%gr fr>v 00-4'y5-WD!,,d 50) Surr$P-e Ce1d lbm Br'd v EK--%- k)i The I'.NP!acL• !;D s LxJI!-%%• app: axilnaNdk 6 :::d-Ilrs :r' Ix:ps::11 :II trm! pn 4luisirlg r 3h:rJ1 r ra a;rnui :x cinpry loath -iM f aryl wbv193 $90 *C,il7.-efW ¢mal' WL•Jtjr51D CdGU'L5L:r11.-:3 eouek! na6ial -. L. ridrrin •,I by loamy rnr.d in sa-1dy Ioarr! with grnv+aIIy cnCA3Irc r: 1'J sria I trulrr_-. orrrzF k] rpr.rcxvrw.f, 31% Lo SIV: i {r' rcpt fiveri2•. The ICL:% and Jr8wel '3 il'1eN%0ei%,od with ne k;urry mnd ko srandy k.larl Wi rn:-x mat u' ryrn:h, ran grR 71. 7r.;nr.'T'+4rkFroq -n wnQk strji7h.rlaGrnra Tr -j ar-dsc-ape bvuldbr re,airiii;q .Ydl! wtl} p aL:ted an MIC 11-5 t -I: uLd M•hk !%'1Ja LvJ art iuxiI- rawly rl i7C: wn r.. Df :hc ncar_s: Cd @!: c thr- -Ihsrs rlhor Irr_atrnc^t hrc !-.Ir;!N1al1 'rhr: •Td RLw. I r!r-L,,: I. rki C,_I rLHLr_ •-ati4R r-, a, fdi L'4 JVia --- Ieyey Io2rn :;ails in p';Icc bimird taa wi? ^-o,'I!!L'ar. crfr;E*n irrper-v=i2 baTier91Rz -Ai II -.fck%ML pr}IAr:1al n0ilryvni -•orl him aYFtan to WarAll•r -q -Op vlr''}ugh Ihe-NAII. IN +f -i r 17 1 ra d=&d-Rfilixil h::h.thLd W Iha 5 =:xAvAJL luvl wil tx 1r{aa:Tar irA hrrPrainwrdhnally hsrl.gh ttva FLrrr4malr< ;ard'%Ilr:r f3- L'B-uv: Sal ir:Lo `.'Ir L •ujerlyirg !Lardy 'ar.'r gra-br.1 an •Jubi:lcs sib.sl=d mL 2f1= EIe'uw 41c 3rMlP ivlx r'ry rnni fA;hra w61 C}a ver. r)a:h0137r{IIIICo* -Dr}3C00j 9r1d d -B W.bE d 9b ya IeA+,In*571 e k1 prtanG b1 te`. 1:'Ir'_'4Jp'I :Ile reLa.!IIrCJ wall is IIC1L axp L'C:od LJ'IHorane Cir='Jr-dtz-irm.'rk'.^_1 ms=C4c:t= the rbce =ou dar-q2R Arl r 1:18i?*+91'. 1 h w1111 or fN6PN elreivm r'riJr•JI'r1;IL ld1jaI'd t u.L; VI PiftLftul. II:_'I I-Illbal'1 SI1rlC rlhe• -i ngnhl;ht nW+.s S_iSLw.I;r.I S•rslerl 127 L. x I Lu•ly'%? 0! i uxu'arrr Rale ;LTAF2) Cara da -nIr'e sppliC;Bh01 er regLlaliLr:l 43 rur design o' arlirhee mrhzi+pwrs. Rixxrl4,r.0 1'rasln%walrr I•rrsah-1rnI I gloW I: Ir rirhrxl rxr t -r sr; nv 111gr e; [ y gel IS F .%Uy: 'r!r Iha rpinlr'lUT 26' depIF AS -Mi 'X3 sar.0 tnnft-mw trr{ai3 ti;rk v•rti j, b,%Inf. L..F {-3L'lo iu' 2. Jiu&=J'o oosixl *JIT U•I Lx'il '.0} A[61] = C4 L.F.. i51 i °4Z 9 fiLi x 3O] s.r. PL A; ea, OL: • I1: rw ;gal'L ay'I - &3 G qpd I I,AR '.O GdL'3.r.6a!? L.E.1-'.0dtru 11; 1 +SFC _ :: {nl17S I ;c6-iyjcrAu.3' W•:Ki. wird D, ti f !:' nad xxls eMr.6wa:Rd try A 4.-1' nEi frh h•alntm 11n sr ]W.e T 601•z wad zr*IIW ale 7Adsf led nrdr 2c i•hrr nx hxl ASTM :V3. wasru:d carc-vic card .Jn:h rJr O1 h_h7;tmi pr1m .smP!: 1 h i•hr.l: d stnnh.hrn inie"N1 %%8:; II'§Laileo cc, iv:j ura durlL'' Ili -eel k! 10 LLiv!!rL-d-,Lidi'.4 G -i -4 dId•rUtll&•ir 1 iuoy mffi !4dor-ber 4- 11In for IjAr as t -.r-%s%.I rx:.r1 sprR} RrIr: cls av neIirga10 L,.r a •7 7o I r W %-,d..- Inert my AI+}-1}eA Ih Ft:x1 dist•ibu'cn pJr.1F sy5ieln irzl:slea i'; thcflL-dcvTparnxcm :-.eticsepk -Lrk I hIb Inn. ! Ihr. I;;1 -1r. IIIbrr layr.r won. ,-..I;i:T-d R I a clmLh -t 19-i:} Irrr-m tmr- r u%hrac ruin rte! p Rrlr I ha 961 l::a!::'QL%; rl 01l 11-dJdlL wbl= .:IL1aIIL1J OMT' tlw_ Lo;L ul U -.a scar i ul;l 9 OIL''Lti fabr Y--Av L 1her p'3Gar1 QMk' Ihg h8r1 g 910 hho erlLll r f l -Knurl, S-ruol w Ju by r5l ksab' vlIj t 'arlb Ld b'a sahxi ribtr- beG : na bo rkr::cL:ay, 1h a n 1ln11 r'! 1:? Inrr hn rirfi 11 :A ti n• 'rin nu]t- r1o.lydlf! icy d wras %nristr. Ie lrri 5,1th ii'l8 61 loon gradlrg at 13 T. rlirurr 6 TIL+dS 'ab{; le L•IL ULrru jrd n!y lurr,:xx grile %%iLF. a I JrIR1Jln 3 irct rps:jl qp- p aryl I,)Ar thFr hPij F.IfIlaf:e 7111? hA", WAr, m1plf gINI 1-il IY rrjl4;W5 Ire uznlm Lu -ilex k:aJil-; 7h c -in rrh C•: rcvd seas cclnr.lolay w Ir !-.tard.1 rd arld ca rJ.;. rur al c{i rr. hncn rr{L. 5 prima rrr_'r1• T,Yl-XW. rag Yx911 f, 4)9 r "r %% 1h Ihrealed vbp wua it &1k: dC I• -'_'r.• a xner IF nv r -u d kII%d i';;JKFJel &Wr YJ LFe L JaMuLL'7A FI1.1a" de.D '1 at Ihp -nHnri rd -hA plar:i r. FIRnr "IFpe;:tnl pnrt rILPIA•Nwry nc:AIAI rn rm-rt1 PIXIR aryl on addji=rl;d ' srr was :rhslall_ld u'1 iFt and •::bp ;1::uvi! Ih{! bal %n eitir!anIcd at -1r. ck: Lr Lh i lisLnbuhnn We,a- A" .-JCIFM A, 11. 11;.N ,A. r.:'1 Jvlt .,r x•11 }r JJ F- J J z ct LU W W 1L 0 W F- TrS}r I 7 cuC F- U m # w W r; a! < 0 m LIL N U LEI i 1VI-:La: YA P% IA,4.%,LA.LFF1J SjR. A:.E 09 ASGF.Eh-rE -`AVEG SURFACE I r,. X i l4a1 P1 17' RI U`. I3UARD'F hMIN. f k L)kp I H OF r.Civm ;b I FN5 f r9iA'JA7F.7 hfArFA!.A1 J j COMPAZ. ED 10 f ST.iIw1}p L; I: PRC}GTUF? j T k r RIDA•7 SA51 W 1ati.Ea CH CE0.3til L' 4 W FO SDR -35215 OR HDFE FIFES N.-.5. X%gr fr>v 00-4'y5-WD!,,d 50) Surr$P-e Ce1d lbm Br'd v EK--%- k)i The I'.NP!acL• !;D s LxJI!-%%• app: axilnaNdk 6 :::d-Ilrs :r' Ix:ps::11 :II trm! pn 4luisirlg r 3h:rJ1 r ra a;rnui :x cinpry loath -iM f aryl wbv193 $90 *C,il7.-efW ¢mal' WL•Jtjr51D CdGU'L5L:r11.-:3 eouek! na6ial -. L. ridrrin •,I by loamy rnr.d in sa-1dy Ioarr! with grnv+aIIy cnCA3Irc r: 1'J sria I trulrr_-. orrrzF k] rpr.rcxvrw.f, 31% Lo SIV: i {r' rcpt fiveri2•. The ICL:% and Jr8wel '3 il'1eN%0ei%,od with ne k;urry mnd ko srandy k.larl Wi rn:-x mat u' ryrn:h, ran grR 71. 7r.;nr.'T'+4rkFroq -n wnQk strji7h.rlaGrnra Tr -j ar-dsc-ape bvuldbr re,airiii;q .Ydl! wtl} p aL:ted an MIC 11-5 t -I: uLd M•hk !%'1Ja LvJ art iuxiI- rawly rl i7C: wn r.. Df :hc ncar_s: Cd @!: c thr- -Ihsrs rlhor Irr_atrnc^t hrc !-.Ir;!N1al1 'rhr: •Td RLw. I r!r-L,,: I. rki C,_I rLHLr_ •-ati4R r-, a, fdi L'4 JVia --- Ieyey Io2rn :;ails in p';Icc bimird taa wi? ^-o,'I!!L'ar. crfr;E*n irrper-v=i2 baTier91Rz -Ai II -.fck%ML pr}IAr:1al n0ilryvni -•orl him aYFtan to WarAll•r -q -Op vlr''}ugh Ihe-NAII. IN +f -i r 17 1 ra d=&d-Rfilixil h::h.thLd W Iha 5 =:xAvAJL luvl wil tx 1r{aa:Tar irA hrrPrainwrdhnally hsrl.gh ttva FLrrr4malr< ;ard'%Ilr:r f3- L'B-uv: Sal ir:Lo `.'Ir L •ujerlyirg !Lardy 'ar.'r gra-br.1 an •Jubi:lcs sib.sl=d mL 2f1= EIe'uw 41c 3rMlP ivlx r'ry rnni fA;hra w61 C}a ver. r)a:h0137r{IIIICo* -Dr}3C00j 9r1d d -B W.bE d 9b ya IeA+,In*571 e k1 prtanG b1 te`. 1:'Ir'_'4Jp'I :Ile reLa.!IIrCJ wall is IIC1L axp L'C:od LJ'IHorane Cir='Jr-dtz-irm.'rk'.^_1 ms=C4c:t= the rbce =ou dar-q2R Arl r 1:18i?*+91'. 1 h w1111 or fN6PN elreivm r'riJr•JI'r1;IL ld1jaI'd t u.L; VI PiftLftul. II:_'I I-Illbal'1 SI1rlC rlhe• -i ngnhl;ht nW+.s S_iSLw.I;r.I S•rslerl 127 L. x I Lu•ly'%? 0! i uxu'arrr Rale ;LTAF2) Cara da -nIr'e sppliC;Bh01 er regLlaliLr:l 43 rur design o' arlirhee mrhzi+pwrs. Rixxrl4,r.0 1'rasln%walrr I•rrsah-1rnI I gloW I: Ir rirhrxl rxr t -r sr; nv 111gr e; [ y gel IS F .%Uy: 'r!r Iha rpinlr'lUT 26' depIF AS -Mi 'X3 sar.0 tnnft-mw trr{ai3 ti;rk v•rti j, b,%Inf. L..F {-3L'lo iu' 2. Jiu&=J'o oosixl *JIT U•I Lx'il '.0} A[61] = C4 L.F.. i51 i °4Z 9 fiLi x 3O] s.r. PL A; ea, OL: • I1: rw ;gal'L ay'I - &3 G qpd I I,AR '.O GdL'3.r.6a!? L.E.1-'.0dtru 11; 1 +SFC _ :: {nl17S I ;c6-iyjcrAu.3' W•:Ki. wird D, ti f !:' nad xxls eMr.6wa:Rd try A 4.-1' nEi frh h•alntm 11n sr ]W.e T 601•z wad zr*IIW ale 7Adsf led nrdr 2c i•hrr nx hxl ASTM :V3. wasru:d carc-vic card .Jn:h rJr O1 h_h7;tmi pr1m .smP!: 1 h i•hr.l: d stnnh.hrn inie"N1 %%8:; II'§Laileo cc, iv:j ura durlL'' Ili -eel k! 10 LLiv!!rL-d-,Lidi'.4 G -i -4 dId•rUtll&•ir 1 iuoy mffi !4dor-ber 4- 11In for IjAr as t -.r-%s%.I rx:.r1 sprR} RrIr: cls av neIirga10 L,.r a •7 7o I r W %-,d..- Inert my AI+}-1}eA Ih Ft:x1 dist•ibu'cn pJr.1F sy5ieln irzl:slea i'; thcflL-dcvTparnxcm :-.eticsepk -Lrk I hIb Inn. ! Ihr. I;;1 -1r. IIIbrr layr.r won. ,-..I;i:T-d R I a clmLh -t 19-i:} Irrr-m tmr- r u%hrac ruin rte! p Rrlr I ha 961 l::a!::'QL%; rl 01l 11-dJdlL wbl= .:IL1aIIL1J OMT' tlw_ Lo;L ul U -.a scar i ul;l 9 OIL''Lti fabr Y--Av L 1her p'3Gar1 QMk' Ihg h8r1 g 910 hho erlLll r f l -Knurl, S-ruol w Ju by r5l ksab' vlIj t 'arlb Ld b'a sahxi ribtr- beG : na bo rkr::cL:ay, 1h a n 1ln11 r'! 1:? Inrr hn rirfi 11 :A ti n• 'rin nu]t- r1o.lydlf! icy d wras %nristr. Ie lrri 5,1th ii'l8 61 loon gradlrg at 13 T. rlirurr 6 TIL+dS 'ab{; le L•IL ULrru jrd n!y lurr,:xx grile %%iLF. a I JrIR1Jln 3 irct rps:jl qp- p aryl I,)Ar thFr hPij F.IfIlaf:e 7111? hA", WAr, m1plf gINI 1-il IY rrjl4;W5 Ire uznlm Lu -ilex k:aJil-; 7h c -in rrh C•: rcvd seas cclnr.lolay w Ir !-.tard.1 rd arld ca rJ.;. rur al c{i rr. hncn rr{L. 5 prima rrr_'r1• T,Yl-XW. rag Yx911 f, 4)9 r "r %% 1h Ihrealed vbp wua it &1k: dC I• -'_'r.• a xner IF nv r -u d kII%d i';;JKFJel &Wr YJ LFe L JaMuLL'7A FI1.1a" de.D '1 at Ihp -nHnri rd -hA plar:i r. FIRnr "IFpe;:tnl pnrt rILPIA•Nwry nc:AIAI rn rm-rt1 PIXIR aryl on addji=rl;d ' srr was :rhslall_ld u'1 iFt and •::bp ;1::uvi! Ih{! bal %n eitir!anIcd at -1r. ck: Lr Lh i lisLnbuhnn We,a- A" .-JCIFM A, 11. 11;.N ,A. r.:'1 Jvlt .,r x•11 }r JJ F- J J z ct LU W W 1L 0 W F- TrS}r I 7 cuC F- U m # w W r; a! < 0 m LIL N U LEI i DAIS: 1X127a417 JOLT N0. FF.7 1 O L.J_J J C6 j W Uj r+rr 77 w LLI LU Lira 1 I 0 DAIS: 1X127a417 JOLT N0. FF.7 1 O L.J_J J C6