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pitkin.eh.264323200001 (1997) (Main House)
ASPEt./PiTKIN ENVIROWENTAL. HEAL -11-1 DEPAV.IMENTD APPLICA N FOR INDIVIDUAL SEWAGE DISPOSAL TEM t 130 S. Galena St., Aspen Colora8o 81611 Phone 970-920-5070/Fax 970-920-5039 Permit # e1 2 -2-4 -- Parcel ID # Permit For: New Installation (X) Repair ( ) Remodel ( ) Emergency Use ( ) Name of OWNER Rlcnara Owner's Mailing Address 909 Mont Business Phone: 415-434-1111 Name of Agent Design Work Agent's Mailing Address 120 E. Rosiness Phcne : A25-8354 Family Partnership Attn: Rick Mar V Street, San Francisco, Ca. 94113 Home Phone: NA Inc. Attn: Bruce Hazzard Street, Aspen, CO. 81611 Fax: 92U - NO Copy of permit to be sent to: Owner( ) Aunt (X ) Both ( ) Street Address BrattI-e-boro Pa.�.,_Star Mesa Drive Legal Description: Lot ,31ock _ Subdivision Star Mesa /Yr Size of lot: 35 ac-rEgcres Type of proposed stmcture: SF rPs i d Size of bldg. envelope: 8.0 acres _ Tctal areafliving space(sq. ft): 9,000 # of Bedrooms, o'iices and similar size :rooms: 6 Caretaker Unit: ( )Attached(, )Detached # of Bedrooms, offices and similar size rooms: �✓�fi ___,.-_ __J Water:�&rivate well( )Spring( )Stream( ) Community/Public (Name of System) Is Proof of Adequate Water Attached ? ( ) Yes (,,� No Has this projectbeen npproved by Pitkin County ? Yes ( ) No ?s a copy of the (icor plan attached (raftirHf1) ? ) No — - Application for an indiv d! w: sewage disposal system is herehy submitted- The undersigned acknowledges that the above information is true and that false information will invalidate the application and any subsequent permit. Issuance of the permit does not imply the approval of any other permit required for construction pursuant to Pitkin County codes. No construction rc,av,• be undertaken until all approvals and permits have been obtained. The owner assumes all responsibilities in case of failure or inadequacy of this system. Date Signature of applicant. _ For department use below PERMIT FOR INDIVIDUAL SEWAGE DISPOSAL SYSTEM Desion Criteria of system to_be Installed ( Any changes must be submitted and aaproveo to wnungl ) �- sq. ft - Septic Septic tank capacity: ��,'t gallons Absorption area: -Z-W4 iu SaA4, / �/l %�/l�" — ! ----- O Sys ecY SQiv �eCGl�flts O f S�4Ce c:o/L.)S etirs , Oes/5i��'N%�v��r rnusT issf�e QPjj�r�vlc�. e C7 r�/v, Sem a7j-rc4r ��/ � l;rr��r-d` c�:,rrr�aiy. LeTe-y- a-F?G,�' -�iiv� � IV 5/7e sC, I A'V-1 Glic,��i S /�fi 7�e o1�5/ ii,s c�lcrrs } An inspection is required prior to backfill of any component of the distribution system. Wie,ek,ev, vl�rL j^ hexa/ iii/ Cv�r�i1� iia j, de -51,91V SSP n� Design by Engineer Required ? ( ) Yes i4 No All plans and specifications of the engineer must be followed. Any changes must be approved in writing and the engineer must ce i the fi al installation to the Environmental Health Department in writing. Permit approval by: V � � Date /� plans ands rat ons of the prdposed xidiwdu disposal system have be reviewed and are considered satistadory- e e'rebyc, ranleti to the owneror foam' the work indicated is accordance with the Pitkin County ISDS Regulation in effect at the time of issue. This permit becomes invalid 6 months from the date the agent to pe that the permit was issued unless systtje�n construction has commenced or an extension has been approved in writing by the Department. Installer: A550C S 6 _ As -built drawings must be included with hi pemtit bef re the find pprol will be issu d. ✓��""` X lta Final Inspection Approval_ Date: 3 2 r -9y Dater nested: Date Pd. Receipt oy Received by: h� hd. Information complete. 2-01 Cpen / Pitkin Environmental Health Depai �nt Contact Log Sheet Name: Parcel ID#: Address: Date Person Spoken To Comments / Action to be Taken Initials z - 6 _ 73 s Go R 6.� o 604 l� S I i I J K Aspen / Pitkin Environmental Health Department Contact Log Sheet Name: 6zti Parcel ID#: Z(E Lf Z Z - UD -461 Address: Date Person Spoken To Comments / Action to be Taken Initials `EfKlY G71 -Ale 7.56 e l��n'c" n eO 20 des 9 ave c 7 ip 5'1-ve 9 SG�/Y P42 I q6 e S�is� c -5-111-1r,4-6101 Eve / C 6 --� e kt. i v e e Zoe a G 2! o Com" Id' c o G IVO v le a a l G / e'/ l /� January 22, 1999 Nancy MacKenzie Pitkin County Environmental Health 130 South Galena Aspen, CO 81601 0 ASPEN/PITKIN ENVIRONMENTAL HEALTH DEPARTMENT ISDS DESIGN REQUIREMENTS DEPARTMENT USE ONLY Name Blum, Richard House Size 9,000 (75 gpd, 100 gpd, or 130 gpd) Number of Bedrooms, Lofts, Offices, Similar Rooms, Main House 6 Number of Bedrooms, Lofts, Offices, Similar Rooms, Caretaker unit Average Daily Waste Flow 1,560 # bedrooms X 2 people/br X 75 State Review Required? no Perc Rate 30 (T) Design Flo w (Q) _ # bedrooms X 2 people/bedroom X gpd X 1.75 Q= 2730 Absorption Area (A= Q/5 X SART) A = 2990.565 sq. ft. of absorption area required 166 infiltrator units without reduction A maximum 30% reduction is allowed for use of deep gravel or gravelless chambered system. 2093.396 sq.ft. with reduction 116 infiltrator units with reduction Permit # 97026 Parcel ID # 2643-232- Ov —64) I 130 Type of system: DAbsorption trenches []Absorption bed [] Gravelless chambers []Dry well []Seepage Pit []Pumping Chamber Is an Engineer -Designed System required? no XX yes reason: of Minimum tank capac ty 3412.5 gallons SETBACK FROM WELL # of feet = 238.4 Remember: 8 feet of additional distance for each 100 gallons/day of design flow over 1,000 gallons/day should be added unless an RPE can verify that it is not necessary to prevent contamination. APPROVED FOR ISSUE BY: SYSTEM INSTALLED BY: DATE OF FINAL INSPECTION REQUEST: FINAL INSPECTION BY: Printed on Recycled Paper DATE: DATE: May 27, 1997 Design Workshop 120 E. Main Street Aspen, CO 81611 Attention: Mr. Bruce Hazzard Subject: Percolation Test Results Brattleborro Parcel/Blum Residence Star Mesa Subdivision Aspen, Colorado Job No. GS -2131 Gentlemen: As requested, we performed percolation tests at the Brattleboro Parcel/Blum Residence, Star Mesa Subdivision in Aspen, Colorado. This letter describes soils found and presents the results of our tests. We drilled one set of three percolation borings (P-7 through P-9) to approximately 4 feet deep and one profile boring (Profile No. 3) to approximately 10 feet deep at locations shown on Figure 1. Below an organic topsoil we found a medium stiff, moist clay with scattered gravels. Below the clays in our profile boring and percolation boring we found silty to clayey gravels with cobble and boulder. We performed percolation testing on May 16, 1997 in percolation borings drilled on May 12, 1997 and saturated the day before the tests were performed. Test results are presented on the attached Figures 3 through 5. We recommend a design percolation rate of 20 minutes/inch. We appreciate the opportunity to work with you on this project. If you have questions, please call. Very truly yours, C/TL/THOMPSON, INC. Revi by: 2 :`o Dan Downing Ii P.E. Laboratory/Field Manager r n h ager ta, DD:JM:cd (3 copies sent) N AIL CTL/THOMPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE ■ GLENWOOD SPRINGS, COLORADO 81601 ■ (970) 945-2809 BRATTLEBOf" BLUM RESIT STAR MESA ASPEN, CO I ♦ r ^r'1 Job No. GS -2131 4. LOCATIONS OF EXPLORTORY BORINGS Fig. 1 IC 15 LEGEND: Prof lie •:. EL=7986 EL=7986 Organic sandy clays, soft, moist, brown. (OL) © Clays, sandy with scattered gravels, medium stiff, moist, red brown. (CL) Gravels, silty to clayey with cobble and boulder, dense to very dense, moist, red brown. (GM) P-9 EL=7987 Ell 15 NOTES: 1. Exploratory borings were drilled on May 12, 1997 with a four inch diameter continuous flight power auger. 2. Elevations were from topographic mapping provided by High Country Engineering, Inc. and are approximate. 3. These borings are subject to the explanation, limitations and conclusions as contained in this report. SUMMARY LOGS OF EXPLORATORY BORINGS Job No. GS -2131 Fi9. 2 SATURATION AND PREPARATION DATE: 5/12/97 TIME AT START OF SATURATION: 3:30pm PERCOLATION TEST DATE: 5/16/97 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-7 60.0 10:30 10 30.0 30.0 -- -- 10:40 10 30.0 30.0 -- -- 10:50 10 30.0 30.25 .25 40 11:00 30 30.25 31.5 1.25 24 11:30 30 31.5 32.75 1.25 24 12:00 30 32.75 33.75 1.0 30 12:30 30 33.75 34.75 1.0 30 1:00 30 34.75 35.75 1.0 30 1:30 Job No. GS -2131 Fig. 3 SATURATION AND PREPARATION DATE: 5/12/97 TIME AT START OF SATURATION: 3:30pm PERCOLATION TEST DATE: 5/16/97 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-8 58.75 10:30 10 29.5 33.75 4.25 2 10:40 10 33.75 38.0 4.25 2 10:50 10 22.5 30.5 8.0 1 11:00 30 30.5 44.25 13.75 2 11:30 30 22.25 39.0 16.75 2 12:00 30 21.5 40.5 190 2 12:30 30 20.0 38.25 18.25 2 1:00 30 20.5 39.25 18.75 2 1:30 Job No. GS -2131 Fig. 4 SATURATION AND PREPARATION DATE: 5/12/97 TIME AT START OF SATURATION: 3:30pm PERCOLATION TEST DATE: 5/16/97 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS HOLE NUMBER DEPTH (INCHES) TIME AT START OF INTERVAL TIME INTERVAL (MINUTES) DEPTH TO WATER CHANGE IN WATER DEPTH (INCHES) PERCOLA- TION RATE (MIN/INCH) START OF INTERVAL (INCHES) END OF INTERVAL (INCHES) P-9 58.00 10:30 10 29.25 31.0 1.75 6 10:40 10 31. 32.25 1.25 8 10:50 10 32.25 33.5 1.25 8 11:00 30 22.0 28.0 6.0 5 11:30 30 28.0 33.25 5.25 6 12:00 30 17.5 24.5 7.0 4 12:30 30 24.5 30.0 5.5 5 1:00 30 20.0 25.0 5.0 6 1:30 Job No. GS -2131 Fig. 5 �'��p `t.� i-::--.-.-- �� .. �,._,�._ \ .T 6 Aspen/Pitkin Environmental Health Department Fireplace/Woodstove Permit $ 30.00 Fee Parcel ID # of Pro i{y�vailable from Assessor, 920-5160) Z � 43 z 3 z.o 6 a o 1 Tax Schedule # 2- 0;' Legal Description of Property Su�✓E- . Name of Own of Prcperty f2 cL ��zt�rJ P�L✓n inn �r�`,' 47;4i &&5fb P Owner's Mailing Address '7t. 15Ao f-X4j 1CA5/ o Street Address of Property Owner's Phone Number Structure Type: Single Family [✓] Duplex ❑ Condo/Townhouse ❑ Apartment ❑ Commercial ❑ Other ❑ If this is a remodel or addition to an existing structure: List the fireplaces, woodstoves, gas log sets, gas appliances or other devices you already have: Type of device # you already have room Will device remain? gas log fireplace gas fireplace appliance certified woodstove woodbuming fireplace uncertified woodstove other device For new construction remodels or additions List the fireplaces, woodstoves, gas log sets, gas appliances or other devices that will be installed. Type of device room woodburning fireplace NM040M as log fireplace gas log fireplace certified woodstove make & model number: certified woodstove make & model number: other device make & model number: gas fireplace appiiance J 1W I Xf make/model #(attach spec sheet):MlqzT-(Ij gas fireplace appIiance make/model #(attach spec sheet): gas fireplace appliance make/model #(attach spec sheet): as fireplace appliance make/model #(attach spec sheet): gas fireplace appliance make/model #(attach spec sheet): ire lace a Dance make/model #(attach s ec sheet): ire lace a L liance make/model #(attach s ec sheet): ire lace appliance make/model #(attach spec sheet): 01 Signature of Applicant Date 7`Ll/fFReceipt # ' 77 Env Health Dept. Approval ( Dated Date Paid Printed on Recvcled Pacer 2197 - - JUN. 4.1997d 1:07 FICATI�..,.0 13%" Total Framing Depth Realistic Fiber Logs with Glowing Embers 23,(X)0 Btus (Natural or LP) Field (:unr-ertible to L.R Gas 1.,siett for use Mobile; Manufactured, flousink IIL ft t1LCo • Appr(wed* for Mroont ltisu111ations • Tiu-u-the••VJ`ali Veztt 1(it.lncltCded Can he Vented N"ordei-1 j' or Ilorizontahy LL1rbL'�]Ii5,1V1C�VlI1J� it'L`.l•wlth . screen (ceramic glass) TM1OATC OVR MATURRAS G -piece reali,sric refractory lag set including four split jogs Glowing embers ' High-11rnv valve to reduce gas consumption (standing Pilot only) Natural Gas or Propane Dual Burner Separate Piezo Igniter Electroniclgnition (DV E) Standing pilot (DV3 N turn! or LP) 11l R ULC: Lisud (I)V3E) Field Convertil�l� Tested to Ul.- ANSI 221:50 and appliatble as part of 22]:44 Standilyd briss trim Large g$1384 viewingaren with scree -11 (cer-imic glslss) Througb the wall vertiCaI lit inoludcd -_ • 28,(M J)tu (Natural (.r:.$), 25,0(0 Bw (L) t,us) Approved for Bedroom Instillation 0. 1763 M �M� Framing Dimensions in Blue rRe rq teP'x eke Ir rill . Tirr M-.. TITIAN ... The D174 fireplace : '&- Vte7Lds the: bownds q creativity (tad adds a 71ew t'liriLenS4A7t to direct ven (gas fi7e1)kiccti. Mitch like the DV3, T11 IAN'S d-esigi'L (Ybo-t 'wbi 't n arcractivcfic'atures, but --there's inn7-e-TMAN is lq?-ge-r, bolder, Wid g5m-s additi67ictl '..options. A re(tlistie seve)), -piece lam sit with, dual bu7-rtersu7u1 �1(ieoina C?y),b vs Crefife.S a l�eaut'(fael, roll•ittg firi-. Wii:hrl?le of rate 7ytost exte716Vve (,lrtio7i pCzOzage5 ` Aku-circ 4"s, TITIAN is: easily custe)vLf-'erf to fit bid..vidwil i -weds, IV.he7i de ta!Is anatter, rtn.il-voiir h.omc req'tc,v4e 'a big. ' ,bbld yirelilace.TITIAN is just -th.e srr(�ke of c 7vati,&egettius you nce(i 7ee�u llili4 NllJ1Wn FEATURES ... 7 -piece rcalist-ic rC;irarrtory lob set including four split Jogs Glowing embers High/Low valve to reduce gan oonsCpnption (standing pilot only) N1111urnl Gas orTropilite Dial Burner �40pa r lfe o ll ui ter ' . 'Electronic It;nitioll (1)V41?) Approv(ki for Bodriirdli Intitallati(tn : . uI, i1c t1J.: Listed Standiu,g pilot (I)V4 Ni tiirnl ()r LP). (DV4E) Field,t onvertible Tested ItoLT.L.ANSI 22t-,5(Y1iid " 11liplicalAd as pari.ot 22:1:44 • $C1ridSrdl)rAaR'l:t`iztl ,.. Lsrgc glass vieWirig':ilea �vitIi ;' '- 5C1't'Cll (Cf'rfllltiCgla3-�) •.. .. . . Through the wall veriic:aI kit ' included 30,000 Biu Natural Rc. LP C7/17 '97 03:41 I D : M I NEO & ASSOCIATES FAX : 303-920-9905 Mineo and Associates, Inc. Fine Homebuilders I Fax Memo Date: l I! I I 'I'otal Pages (Inc. Cover): -I'o: -- c W I�ax Number: �--7eV — l I I Project: Subject. PAGE 1 ,ew qv -U -TR No.- 9-z V/S /,Pw N— Tj-ns ����rrnc� I�FaK�la�lanl T�q tI- W,e"4, , 1 -(7 *& K F g�E �f F� � r3-� fr�+� (-�f j- V\J f�. 0 iu<', Pv (/W r�c�i or, CH,�Is J 9 r�) � P-0 � M1,A- 0 Fax Machitle ( 70) 2()-99 07117 '97 03:41 I D : M I NEO 4. ASSOCIATES FAX : 303-920-9Q05 PAGE 2 .3ul-17-97 02:47P Back"n & Gillum 415 289 3866 BACKEN & GILLAM A R C H I T E C T S 2351 Wrioullip Way, Saumlito, CA 94965 •R-1: (47 5) 284.1960 rax: (415)1119-3866 P-01 MA,NUFACTUREO 6 2701 SO. HARBORMANUFACTURERS BLVD.. SANTA ANA, CA. 92704 JW -00 F • � • �� • � X2_78 3 �_ '�',S �iSi �1'iA� �OY A NZW her -✓r w�uN'X A (.(1111t,r,na C.'arpnratinn ��•:, r• • �� _w i I •�1 r Jv MA,NUFACTUREO 6 2701 SO. HARBORMANUFACTURERS BLVD.. SANTA ANA, CA. 92704 JW -00 F • � • �� • � X2_78 3 �_ '�',S �iSi �1'iA� �OY A NZW her -✓r w�uN'X A (.(1111t,r,na C.'arpnratinn 07/17 '97 03:41 I D : M I NEO R. ASSOCIATES Jul -17-97 o2:47P Backan & Gillam Fireplace MAR 1 1 1997 Manufacturers Incorporated ----------- INSTALLATION -----_INSTALLATION I SAVE THIS BOOK This book is valuab10. In addition to Instructing you on how to install and maintain your appliance, it also contains information that will enable you to obtain replacement parts or optional accessory items when needed. Keep it with your other important papers. WARNING: Improper installation,: adjustment, alteration, service or maintenance can cause injury, property damage or loss of life. Refer to this manual. For assistant& or additional information consult a quallfied Installer; service agency or the gas s;uppiier. CHECK LOCAL CODES PRIOR TO INSTALLATION THESE APPLIANCES ARE ALSO CCRTIFIED AS VENTED DECORATIVE API.LIANCES. THESE APPLIANCES MAY BE INSTALLED IN AN AFTF.IZMARKET MANUFACTURED (MOBILE) HOME, VVHFriE NOT PROHIBITED BY STATED OR LCCAL CODES. FAX:303-920-9905 PAGE 3 416 289 3a56 P-02 44 URAL GAS UNVENTED ROOM HEATER 1 VR S 18 24 3t)1(VTC,. V_ N `E«`;`Zu� O GAS UNVENTED OOM HEATER ! VFSX1 8,24,30) (VTCP, VCP) STRUCTIONS 1 r.Q.A' y6Nr M� -epw r WARNING the Information in this manual Is not followed exactly, a fire or explosion may result Causing property damage, personal Injury or lose of life. FOR YOUR SAFETY Do not srom or use gasolhv or other flamrn able vapors and liquids In the vicinity of " or any otter appGtrm. WHAT TO DO IF YOU -SMO -L GAS Do not try to Tight WV applimm. Do not touch arty eiectrical switch; do not use any phone in your building. hv7vAjzft&y c vj your gas suppler frown a neighbors phom Folow tha gas suppliw's instructions. * If you carrot reach your gw ja,ppTw, cM the fire c dowse InstalkAon and swvice must be per orrTied by a qLJ- F ct V&wAw, service n mcY or the gas suppiisr. 07/17 '97 03:42 ID:MINEO R ASSOCIATES FAX:303-920-9905 PAGE 4 Backon & Gil lar" 415 2039 3865 P.03 i TABLE OF CONTENTS ....r..w.....-------------------- - ---- . ..... 1. Safety Information 2 7: tog erid�®eate'assembly .................... 7 2. Vented operation ....... 3 S. Operating guldelines ....................... 8 3. Sizing a log set ...................... 4 9. Parts list ...........,............................... 12 10. Trouble shooting ........................ ..... 13 S. Venting ................................. 4 11. Warranty ........................................... 15 S. Fireplace preparation ............ 5 WARNINGS IMPORTANT: Read this Owner's Manual carefully and completely before n on cause f cato bleserious erate, or service this appliance. Impro er installation of this app Use correct Baa type for your eppliunce one pas type to another. t 2) If title appllanea is for use with Proparrs gas. do not place !r propane supply tank(a) Inside any stiuuzurd I.W;4irs propane 1 supply tenk(s) outdoors. 3) Do not use tho appliance for burning trash orVcOki)1' ev Ince matches, paptrr, garbage, or any other me al on fep' p �! R, logs or logs Into flame. ' Cia.t . r 1 *_4��+'�t, aper,ratMt'►Ioitle�ieoesieen:duyad ' 6) Make sure enyi fe XON or guard removers for servlcinu is In place befare►tnlr �pQlance er run appll�tce In small, dosed room. Apert 4001 Into %e `fit � ai RYit�e- n r y �r nr>i�lundyrLprwirii�ssha lYsi:lappl rxe Neaps Nubv er. he vioad d) Do not run appliance. where flammable liquids or vapors are used or stared. under dusty condlUors 8) Sudgios of eppllanc;e becomes very herr when operating. Keep children and adults erway from hot surface, Appllaneo will remain hot for some Uma aftor shutdown. Allow surface to cool before touching, 10) Do not use this oppllanca N any pan hoe been submerged under water. Immediately call a ryuailfled lec:hnlc an to Inspect the appliance and to replace any part of the control systturt and gas control which hes been under water - 11) The Installation must conform with loran codes or, In the absence of local codes, with the National Fuel Gas Code, ANSI 2223.1, PA rr: Never Install the appliance. In a bedroom, oethroom, or recreational vehicle. where cunalne, fumlture, clothing, or other flammable objects are leets than forty-two Inchas (42') from the front of the appliance. . in Nigh tremc areas. - in windy or drafty areas. 13) Disconnect tho appliance and its Individual shut off valve from ' the gas supply piping system during any presaure testing of "t that system at test pree5ures In exooss Of 1R psig. (33.5kPa), 14) Isolate the appliance from the Bae auppty piping system by closing Its Individual manual shut nf►valve during any pressure testing of the ges supply piping system at teat pressure equal or less than 12 paig 15) po not use any type of after -market blower Met fits Inside the fireplace. Drafts created by ftse, type of blowers may mase sooting, 16) Turn off appliance and let cool before servicing. Dnty a qualified service person should Install, mwvice and repair appliance, 1 T) Inspea tv t Crrttar babe use frtd it beA @MAW by a P NrA:8 pmm Maquet dnprrry may bo ntcliai due b 0005&0 lit ism Grpwti8 9 Ingo W.R 6 I t 11AA WS hal Carta oft eta C taJrt , and arta�etlig at p�po dots rtppiertrn tee tsept open 1111) When operated for the flrsl time, there will be some smell frons the appliance. This will diminish and disappear after a few hours of operation. 18) Thin hexer shall not uo Installed in a conflned apace unless provisions are provided for adequate aonibustlun and • ventilation air. 07/17 '97 03:43 ID:MINED Q ASSOCIATES Ji.j 1 - 17 -97 02:48131 Backwn & G 1 1 -11A n FAX:303-920-9qO! 415 2F3s DANGER CARBON MONOXIDE POISONING MAY LEAD TO DEATH] LFarly signs of carbon monoxide poisoning resemble fho flu, with headaches, dizziness, and/or nausea. if you have those signs, th treater may not be working properly. Get fresh air at once[ Turn off gas appliance. Have appliance servicad. Some people (>ruch as preanan women, persona with heart or lung Mimosa, persons with anernia and triose at high :altitudes) are mora affected by carl;on monoxide than others Make certain you understand land read all Waminge, The National Fuel Gas Cud@ defines a wnfined space as a apace whose vulumrr is less than 50 cubic fool per 1,000 Btu pur huur (4.8 m3 per kw) of the aggregate Input rating of all appliances installed In that space and an uncnnfinpel space as a spam wnosn volume Is not leas than 50 wbic feet per 1,000 Btu per hour (4,8 m9 per kw) of the aggregate input rating of all applianres installed in that space. [booms communicating directly wlth the space in whim the appliances are installed, through openings not furnished with doors, are considerad a part of the tlr rwnfinad sparA. WARNING: If the area In which the heater may be oru,rated is smaller than that defined as an unconfined space, provido adequate combustion and venblatnrl air by one of the methods duseribad in the National Fuel Gas Code, ANSI 2223.1, 1 g82. Section 5.3, WARNING: Do not allow fans to blow directly Into the fireplace. Avold tiny drafts ulat alter burner home patterns. - VENTED T!Qhi When used as a vented heater, you must perman©ntly open chimney flue damper. Sce chart balow for minimum permanent nue opuning you must provide. Attach a damper clamp so the minimurn permanent flue opening will be maintained at all times. 413' CHIMNEY MINIMUM 1JLdMANGNT HEIGHT (F-0) Ft.UC CPFNING (so. -,IS) Sy inrhe5 - „` 19' TO 30' Sq. Inches D1 AREA r.)ryAR:aus SYnNDARII ROUNIJFLUCS� -- --ter-• ��..-...--- 171AKT[R (ins.) Area (sq. ins) 5' .. 20 5q if,Chr$ 61 29 sq. ncr%es • 739� arches DAMrlr-R 8' �1 sq, inches 3 07/17 ' 97 03:43 I D : M I NEO 4 ASSOCIATES FAX :303-920-9P05 PAGE 6 Jul - 17 -97 02:48P Sackan & G 1 l l aril Thrre are two tivvs ID owskleir wt'ren cho%rg a vent-froo log set. The first Is simply whether. It will f1t in ,e fireplace. The following table Shows the minimum fireplace dimensions reoulred. Minimum Fireplace Size MODELS: Nelght 18" 17" 24" 30" 1'/" 17" Rear Width - 1W 22" 2:I" 20" Front Width 22" 33" Depth 13" 13" 13„ The second decision Is based upon the amount of ho at producad by the `et and all other appllances In the room. o ► gat have 80 cu gjara raer TU/nit. As an exerr� a If you have a room size of 2045ft8lt arid a log Get of 34,000 BTU/hr we suggest the following approach. � ul�to the v Qf it_gmw set, 01V ! rme ; Lenght x�l h x elght hZoom 3lza 20 (Wj X20 it. (25 (Lj X 8 26 ft. H�Ong), 4000 cubic fact C c T fig�ce, olume o pace Ia cu is at Maximum BTU/hr 'T Volume of Spice X 20 11ITU/hr ft3 = 4000 x 20 80,000 BTU/hr c e the tot�L�-LU/.hr of_aii the W2R9 11AC A The maximum anionnt of BTU/)u, including ull other gas appliances, should not be more than 80,000 DT'U/hr for a 4000 cubit feet of space Vent Free -Heater 343000 BTU/hr Gas Furnace BTU/hr Vented Gas HeaterBTU/hr Gas Water Heater b" BTU/nr Ohter ges appliances BTU/hr Total 64,000 BTU/hr If total ls less than so.poo arl.I/hr Is p ou perly sized forr thho 4000 cnt ft.room ATU hr fog set,000 inimum c earance t0 cornt�uetibl• weI s 15" Minimum clearance to combustible ceiling = 42" Minimum clearance to side mantle w 4" 415 289 3866 P.06 MANTLE TYPE CLEARANCES E min 18" F G min min 11" 29" H max J� m Masonry 12" 2- 1/2" 0" Clearance 11" 8" 6" 19" 12" 12" 12" 2. 1/2" With Hood (optional) fi" 4" RLfi�r. HL., a r� Figure 1 ML S_E 16T��Aiiy noncombusbble ma— t --mala use above and around the fireplace upening must be at low 1/2" thick (i.e.: slnfe, tile, marble, etc.). Any sheet metal used must have no combustible mnterial behind it, NOTE: This appliance is for use In a noncurnbuydble fireplace zccuptable to the authority having jurisdiction. NOTE: If this appliance is to be installed In an approva� clearance "unvented" fir�placw, disregard the ellear9n indicated on this manual and use the clearances in the fireplace instruction manual instead VEN Q This appliance can be operated in a noncombustible fireplace as above without any venting, or if some vonting N desired, we suggest a minirnurn of 114" opening be used across the damper to assure same updraft is present. IMPORTANTI WARNING: THIS APPLIANCE IS NOT TO BE INSTALLED IN A FABRICATED (0" CLEARANCE) FIREPLACE UNLESS THE FIREPLACE IS CONNECTED TO A FLUE SYSTEM. THIS APPLIANCE CAN HOWEVER BE INSTAUED IN A 0" CLEARANCE FIREBOX APPROVED FOR USE WITH THIS APPLIANCE BY THE AMERICAN GAS ASSOCIATION, THAT HAS NO PROVISION FOR FLUE CONNECTION, OR IN A MASONRY FIREPLACE BUILT PER LOCAL CODES, WITH OR WITHOUT A WORKING FLUE. PLEASE CHECK WITH YOUR LOCAL CODI ENFORCEMENT AUTHORITIES. 07/17 '97 03:44 I D : M I NEO Q ASSOCIATES FAX : 303-920-0005 PAGE 7 Jul -17-97 02:49P Backan 8. Gillam 416 269 3866 P_06 IRlop lira FPLACE Al um off ass supply to fireplace, Clean the fireplace floor and chimney (it used) of ashes, soot, creosote or any other obstruction. 6',0RTANT: Chimney should be cleaned by a professional chimney sweep. Creosote build-up, it not cleaned properly, could Tri on to a MODEL I GAS TYPE INPUT BTU/hr GAS INLET PRESSURE REGULATOR MVC MAX MIN MAX MIN VFS IVFH A8 NA NAT 28,000 20,000 1u.5" W.C. 5.G" W.C. 3.6"w.c. 10.0"w.c. 1 VFS/VFR •18 LP VFS/VFR-24 NA LPG NAT 28,000 20,000 24,000 14.0" W. C. 11.0" W.C. 34,000 10,5" W.C. 14.0" W.C. G,b"W.C. 11.0" W.C. --lrw.c 1a.o-w,c. 1o.0-w.c. �.o'w.e. 3Xw.e. VFS / VFR -24 LP VFS ! VFR -30 NA LPO 34,000 24,000 NAT 38,000 28,000 10.5" W.C. 6.5" W.C. VFS lVFR -30 LP 1_pG 39,000 18,000 14,0" W. C. 11.0" W.C. 10.("w.c. to.cr wc. INSTALLATION INSTRUCTIONS 1) Minimum Inlet as supply pressure must be b.5" W.C. for 13.1 W. L.P. for the purpose of 7) Keep operating aroij clear and freo from combustible materials, Le,, gasoline and utter flammable liquids and natural as, of gas, Input adpustment. Maximum Inlet pus supply pressure mast not exceed 8) vapors. The appliance and It9 individual shut ft avalve must be disconnected from the gas supply piping system during 10.5" WC. with Natural gas, 14.0" W.C. with L.P. gas Make gas connection to grata assembly with: any pressure testin or that system at test pressures In kPa). �l) Black Iron pipe or malleable Iron fittings or... 11) A corrugated metal connector (not to exceed 2 feet A) excess of one-half, 12) psig (3.5 The appliance mus be Isolated from gas supply piping In length) or... III) Copper pipe or tubing If Acceptable tv the authority aystem by closing Its individual manual shut-off valve during any pressure testing of the gas supplyplping having jurisdiction. Any Copper must be Internally system at test pressures equal to or less than 1/2 psip (3.9 kPa). tinned. 3 Tum gas euppl on and check for leaks. DO NOT USE yUse 10) A 118 Inch N.P.T. plugged tapping, accessible for test connection, must be provided Immediatey OPEN FLAME. soap and water solution. to LOG gauge ups 'earn of the gas supply connection to the appliance. 4) For correct poskloning of Iogs on the grate, rater AND GRATE ASSEMBLY - tryures 4,9 and 6. 11) An unvented room heater must not be installed in 5) Installation and provisions for wmbustion and ventilation aleeping quarters. WARNING; If this appliance Is Installed In a fireplace with air must conform with ktical codes or in the absence of 12) IOcal codes, with the National Fuel Gas Code, ANSI provision for outside air, the outside air source must be 7223 1 0) ALL FIREPLACE DOORS MUST BE OPEN WHEN 13) seolod off completely. Do not Inetmll the heater In the same room with a spa, YOUR CTAS SET IS OPERATING AND A FIREPLACE whirlpool, or owimming pool. SCREEN SHOULD BE IN PLACE WHEN THE UNIT IS OPERATING. The heater Is equipped with a PILOT LI(3Hr SAFETY SYSTEM designed to tum off the neater if not enough fresh air Is available, CLOTHING OR OTHER FLAMMABLE MATERIAL SHOULD NOT BE PLACED ON OR NEAR THE APPLIANCE WARNING: WHEN USED WITHOUT FRESH AIR, HEATER MAY GIVE OFF CARBON MONOXIDE, AN ODORLESS POISONOUS GAS. NOT. TAMPER WITH PILOT LIGHT SAFETY SYSTEM. 5 07/17 '97 03:45 I D : M I NEO ° ASSOCIATES FAX :303-920-9005 PAGE 8 Jul -17-97 02=49P Backwn S Gillam 416 289 3866 P_07 If heater shuts off, do not relight until you provide fresh air. If heater keeps shutting off, have It serviced. Keep burner and contro compartment clean_ CARBON MONOXIDE POISONING MAY LEAD TO DEATH. Early signs of carbon monoxide poisoning resemble the flu, with headache, dizziness andlor nausea, H yuu have these signs, hedte may not be working properly Gat frQsh ak ut oncel Have heater serviced. Some people - pregnant women, persons with heart or lung disease, anemia, those under the influence of alcohol, those at hig altitudes - are more affected by carbon monoxide than others. WARNING: ANY CHANGES TO THIS HEATER OR ITS CONTROLS CAN BE DANGEROUS. - CHILDREN AND ADULTS SHOULD BE ALERTED TO THE HAZARDS OF HIGH SURFACE TEMPERATURE AND SHOULD STAY AWAY TO AVOID BURNS OR CLOTHING O YOUNG CHILDREN SHOULD BE CAREFULLY SUPERVISED WHEN THEY ARE IN THE SAME ROOM AS THE APPLIANCE. ..- . _.. well trained In the n of such NOTE: Installation and repair ashould building be permit from it yoursfied local Building Commissioner before Installing lthisoapplianc9 ice Person appliances. You will also nee g P otherwise your Insurance company may not cover this appliance. ANY SAFETY SCREEN OR GUARD REMOVED FOR SERVICING AN APPLIANCE MI19T BE REPLACED PRIOR TO OPERATINO THE HEATER. Piece Sumer Rase./Grate Assembly In center of firebox and conned flexible gas lino to incoming black Iron pipe gas line. DO NOT CONNECT APPLIANCE BEFORE PRESSURE TESTING GAS PIPING, DAMAGE TO GAB VALYL MAY RESULT AND AN UNSAFI7 CONDITION MAY BE CAUSED. j Prepare Incoming black Iron gas lire with Teflon tape or pipe Joint compound (check with local codes as to the use of 'teflon tape), Compounds used on threaded Joints of gas piping &hall be resistant to the action of Liquefied Petroleum (LP or Propane), and should be applied lightly to ensure axaesa sealant does not enter the gus One. ,a Complete your gas installation by connecting Incoming ga line to regulator. Secure all joints tightly with wrench but d not over-tightenit a flexible gas line Is used, take care no to kink connector. The burner pressure is controlled by th regulator. Check pressure at tho pressure tout point, which i located on the side of the gas control near the pilot outlet Make sure that the pressure tap is completely closed afte checking gas pressure. The pressure should be rjhecke with the appliance bun"ing and the control set on high. CAUTIONI All gas piping and connections must be tasted for leaks after Installation Is completed. To test, turn gas valve on, then apply a soap and water apption to all connactions and ear, leak can be detected and cibubblesnts. if orrected. �NtVER USE AN OPEN FLAME FOR LEAK TESTING. VFR OPERATF ANY APPLIANCE IF A LEAK a tTECTEDI. 07/17 '97 03:45 I D : M I NEO ° ASSOCIATES Jul -17-97 02:aoP Rackan & Gillam OG AND F--A555�Y 1) Mount logs on grate. Refer to Figures 6. a and 7 for the proper log placernent that corresponds to your log set ?) Rear Base logs have slot$ underneath to mount on the protruding bars attached to the bimier assembly (put charred face towards front). (sae Figure 4) 3) Apply a generous amount of convent on top of the Dase logs where the top twigs will sit. ( See Figure 4) Place the top twigs on bash lugs and let dry,Top logs Ile across base logs as shown In figures 4, 6 and 6. Thr9 holes In the top logs assure placement on base loll pins. 4) The front twig is placed on the grate at the front of the burner assembly .'see Figure 4) Figuro 4 C.�wCw7 "ASr 1.00 POR15 WARNING. Failure to position the parts in accordance with these diagrams or failure to usa only parts specitiaciy approved with this heater may reGult in property damage or personal 44jv. FAX:303-920-9"'05 7 PAGE 9 416 289 3066 P.08 Figure 6 - 18 Inch Figure 6 - 24 inch 0717 '97 03:46 ID:f1INED ° ASSOCIATES Jul -17-97 oz:50P Backan & Gillam 'BAM11N2-G=ELjff Important The logs must be placed exactly as shown. 11 there IS any evidence of carbon or blackening on the logs, they may be incorrectly placed, refer to Log Set Placement dlagram for correct method, (see figures 6, 6 and 7). WARNING: Not while In operation. Keep clothing, hands, We. away From unit while measuring pressure. The pressure regulator Is pre3et and locked to avold tdmperine. It the pressure Is not correct, replace the regulator. After pressure measurement, replace the test point Plug ensuring no gas leaks, and replace the logs irr their specified positions. The product Is designed to operate at elevation of less then eveathouaand, (6000), feat, It Operated at higher elevations, nuisance outage may occur. When lit the ArTat time, the Unvented Room Neater will emit a slight odor for about an hour or two, This Is a normal 000urrenoo which Is due to the curing of they logs, internal pelnts and lubricants used In Me manufacturing process, 8 FAX:303-920-0"95 PAGE 10 416 289 3866 A-09 WALL SWITCH ( For units with MVC Control Valves Only.) This appliance requires the use of the well switch and wire, supplied. DO NOT C=ONNECT THE MILLIVOLT SYSTEM TO 116 VOL rs. sec, the figure below for connection details. nm[.Up TO 9tAND 00 110vA< MALL SY/TCM (SUPPLIED) c..e io n+fa�OpLL1 k MAY -29-97 12=59 FROM- ID= PAGE 1/5 OENVLR - ASPEN BOULDER - COLORADO SPRwGS DENVER TECH CENTER BILLINGS -BOISE CHEYENNE -JACKSON NOLE SALT LAKE CRY HOLLAND & HARTLLF ATTORNEYS AT LAW 000 EAST MAIN STREET ASPF=K COLORADO 91611-190 MEMORANDUM MAY 29, x[997 TO: Bruce Hazzard (via fax to 920-1387) FROM: Art Daily RE- Richard Blum / Brattleboro Parcel As you've requested, I'm enclosing copies of the following materials relating to the new domestic well that Wayne Shelton drilled on the Brattleboro Parcel during October, 1996, to wrt: 1. Well CConstruction and Test Report prepared by Wayne Shelton on October 25, 1996. 2. Well Test Analysis prepared by Gilmer Geophysicsy Inc. under date of October 28, 1996- 3. NTL Drinking Water Analysis dated November 11, 1996. Tf I can be of further assistance, please get in touch with me. cc: Rick Mariano (w/copies) (via fax to 415-434-3130) TELEPHONE (970) 925,3676 FACSIMILE (B70) 9254367 ARTHUR C. DAILY 2Cd*iyQhoRaMhaA.com MAY -29-97 12=59 FROM= ID- PAGE 2/5 ru" CO�ISTRV TION AND TEST REPORT j(IiE�� COLU'�►D� FFEGE OF TxE STATE ENG1Tt�ER STATE OF �ItH-26473 M'9Y 1' WELL. PERMIT NU Q� fes. 0 199 - MaIM Address - P-0, OX 2202 sp FNr A5 Go- 81612 APPROVAL' Day, St. Zsp = ng@ N %ly �� 7 625-1133 114 SeG +"0. Qltione 1L 114 KE 3 S s� .. UNE- = ILtwn Sem line. QR Df5TA1ZCF-� FROM Sc� tine. and MLRr+IG(UNIT) 0 ti. from LOT BLOCK susavlsloN = T1oP1- Ak' Ro�rY STREET ADDREG hT ALL LQGA ft It-� 745 IL R a UND sLjgFAG _ = 745 Q DEPTH C,OUPLEYm _7 ptt196 7TOTAL. �� - DATE COMPt,E' D FROM tin To m 6 NDLB DiA1►C Mt 0 83 8.0 5. GEOi-OGic LOG - i s � C53w. ane rcei 93 45 Der 6.5 - s Oyerpurt�n. Rocks. K 073- 0 1 -- µ�rsom k ` 7_ PLAIN 5-745 nr� tm a cAstNG . 9craea 5i4c SUo = 745 pvc SL Cher {au�nefiC 6. Type Eot naflo mate Dapth 85 Sae: WATER LMATED = 705-745 1rttelv8l = GROUTING �cAR13 in- R� = M --.d ^MOM" �.r� w..�••� poured cembni a sks B 9� ` ACG- RR I i_ D1I peu TOst zd n 7- EST;1 D��i,Me Measured tpfi7196 TWIt4r. tAf-:T CC Air GornP j4 proaucsicn Rifle = 15 gp"L - 7 ttfA T.st 1engn = . ta0 Z- Static lel = µdared ZonTr3s p,,nping Lowei 1: utat It. RemAfks yrs...,er�t.s.bv�a.r.�-a.e=.ro.."�r` e : (9TO) SZ7-4162 13. ` CA" - ,r,,.,M...•�+ CpNCRI�.GTOR ttoa b$fiing _. r .• vvwne Sheer MAY -29-97 12=59 FROM= GU,AQR GEOPHYSIC.% INC. 4W27203 Armadit3o way, EvCr'grear, r; o)omdo 8k" 28 October 1:x96 Mr. Tom Plauer Aquatec Systems, Inc. P_O_ Box 488 Glenwood Springs, 00 81602-0488 Re: Weil Test Analysis Brattleboro well. Aspen, 00 Dear Tom: HIM In response to your request, we have analyzed the pumping test data obtained from the Brattleboro well on 24-25 Oct 1996_ This well is 747 feet deep, and was recently drilled. At this time, only water level data are available from you for a test conducted at 15 gallons per minute (gpm)_ For more detailed analyses, a driller's log of rhe well and topo wrap showing the well location will eventually be needed_ The attached drawdown data plot has somewhat less drawdown than expected at later times, which indicates that rhe well obtains some of its water by means of leakage from an adjacent confining bed into the aquifer_ Over the long term, this leakage may balance the volumes of water withdrawn from the well_ If leakage does not meet or exceed the volumes pumped, ground water mining and long-term water level declines resuq_ We suggest that Static water levels be Checked at least annually in order to monitor this condition, and to provide an early warning to possible well and/or pump problems, At 15 gpm, the well had a pumping water level of 303.2 feet below ground surface and about 108 feet of drawdown at the end of the 24 hour test_ It experienced 95+% recovery within 4 hours after the pumping stopped_ A trartsmissmty value of 10.7 tt^21d resulted from test data analysis, and a leakage (beta) factor of 0.06 for the Hantush (1960) model Wsed on the 24 hour results, a pumping water level of about 370 feet below ground surface would result from 1 year's pumping at 15 gpm. After pumping 35 gpm for 1 year, and assuming the same Conditions observed during the 24 hour test, the pumping water level would be near the top of the water production zone encountered at 700 feet depth. We suggest that the long-term pumping rate be limited to 15 gpm, as the Starwood and Star Mesa anus are fdblted, which tends to limit the lateral extent and volume of ground water naservoirs_ If you or your client have any questions. Tom, please caii, Respectfully sUbmitted, GILMER GEOPHYSICS, IMC_ ?0" *�&Wm Todd H. Gilmer Hydrogeologistr'Geophysicist MAY -29-97 12=59 FROM= M�Io lmsar11/31/ ©IOlO�y c ubl"No M wmnAc--7 STAR D1E3si��� AQUA TFC SYSTEMS. nc�. P_O_ Box 48e CLEW= SP;aW, CO 81602' - ID= =U01 DRDUCNG WAM ANAMIS RESUM NOTE! -s- Tne MCL (Kaximam Cantaminant Lhvel) or &n rat bliahcd `ms- I;U%dellhe bas been.®cc &c"d for this oontmKinant_ Bacteria hats stay bp.-nvali2 dyeto lacR of arllaction 3rtforasation or Dmc--wuss the =anbio h■;c d,00se�ded zt+e 30_csi�r holding tiale_ This cont&cinant .mas not datmct,.d at or _ dutuction Tavel. ,m our stat*d NSS' No becter-ja submittbd- = PRESEWCE __ EP_ = E_ COLI PRESEnCE -R- - 4BS£WE �Fa, 2 E. C.-otx A8SE11CF Rnsly�cfs Omrfor�md NcU Dat- Love). • � (�fI) : Lawl � OatacDad Total colirora - _--_ p P A Zno�gar c' chaai—Is Arsernc 0_2 0-1 WO Qar2um 0-05 0.010 0_020 ca .4 iw 2 0.30 ND chramjw 0.005 0_p02 No Coppecr 0-1 0-004 ND Troo 1-3 0-004 ND . Lead 0.3 0.070 C-393* mangarwst0_015 0-0022 N4 "arcury 0 -QS 0_004 0_00a HickmL 0_002 0,001 ND S-ILmnEum- 0-1 0-02 ND Silver 0-05 0.002 ND sodium 0-1. 0-002 ND 23r� S 1-0 72-.4 ------�--_��„� 0.004 O_Ol0 chemicals others and physlcal _Irxargartic Yictorz- %Y (TbTALl az CacD.Y) eb Chiri.de 10-0 .305 Fluoride 750 S-0 6 Nltrat.ft ALS R 0-5 1-6 Nltr1tC &A N 10 0-5 0-8 sulra:te 1 0_5 ND Harcroc$s (a"99QSt-d limit Sop 5-0 22 = 100) PM (Standard Units)) 10.0 95 Tota2 bissolvod SnlichL — 8.0 Turbidity (Turbidity finits) rN 20_0 325 0_1 40-7A, O'i nLC c3wcir.&lS - trfh.lamert arms= 8�omod;ichlormeethat+e 0-1 0-004 NO GhIDroFOrm O`x 0.002 ND Dfbroamehloromethanv 0-1 0.002 0-005 Total (Lum e! four ibpva) O_1 HD -1:)�g 0_x 0_002 0.005 PAGE4/5 . . v W- MAY -29-97 13=00 FROM= O—lYsis perforwed �enzsnc ��_ vinyl chloride Care Tetrsetylorjdt .1.2-Dichl0r4Dethane Trichloraethenm 1.4,-0ichlorobwizana 1.1-Dichlorneth..,,e 1.1.I. --Trichloroethane 9r000benzene hromw aezharb ChlarabanZanp Chloroethane Chlorovuethan. 2-chlorpto.? uena 4 --Chita rot01 urine 05 brorDUEhlpropropsne (DBCp) Dibrck cj:june 1.2-DYcnlprobunzdne I.S Oichlurahea7sna Dic h10 rodiTluo rcmgmhsr,e 1.1-'Dfr hloroetzmns Trtanm-1,2`0£ch) or pa cia-I,-Z-oichlorOrthen, 1>1-ch10rouethans 1.2-Dichlorovropane tr-ns-.L.3-fllchlaroprup0he I.3-0i,aralorcoropeng . 2.2-Dirhloropr,oparie 1.1- Ichl-umprapem 1 .3--Dinhtoropr opatan Ethy2bL,nzarte - Ethyj0vadibr0i2.de (EDS) Styrene, 1.1, 1.2-TeLrachlOr0ethsrr 1.1.2..---Tg tr3chl0rvgt.taaale TstrMhloroerhane (PCE) I.2. s -T riahlorobsn7,ane 1.2, 3-T richlbrohensaraR 1,1.2-Tricfaloro.Wthanc 7ri=hlo r0fit,orcrethana 1.2.3-Trlchloropropgr,,. Toluene Xylane m elm �� Z �aDl# Coda: BZ01046 ![GL ;Det`ction� Ltv►�I Leval ; Dwtsctae 0.005 O-002 0-005 0.00.5 0-005 0.075 0.00'T O-2 O_1 0_6 D_6 O-1 0-07 0.005 0-005 0.07 0-005 I 10 0-601 0.001 0-001 O-001 0_001 0.001 0-OOZ O_OO1 0_002 0.007 0-001 0-002 O -00z 0.001 0-001 0-001 0-002 0-007 0.001 0.002 o.00z Q.pp2 0:002 0.002 0-002 0-002 0-002 0_002 0-002 0.002 0.001 0.001 0.001 O_DO2 0-002 0_002 O_O02 0.002 0.002 0.002 0.00-1 O -vox 0.001 Drg4nit- chaoicals - paSticickm. herbicides and pCgII no ND ND ND NP ND HD NO ND RD ND No Na ND ND ND ND hD HD ND ND NO ND ND ND ND ND NO ND ND ND Np ND NO tO N4 ND ND ND NO ND 0-002 ND Alachlor Rtt"1123 nC: zmIgrfiiathr � _ 0.07 0_010 ND "Ccmmft. ard tcy4W e7.bon�aryt�rxrorre iiltar � - ta�iod _ o��a�aracs 4f liirsr Fes! aarrJra,3i. �r'9 i,,�� '" L / / r+r➢o dray —d am y mot be Rsed jbr ar�°f`�°r!r . rrlN�arsaa�oogrra.oru� a"'ati,po,�as. PAGE 5/5 0-002 0_001 Na. chlnrd4na 0-03 0_002 pD AIdr7Cn 0-002 0-001 ND Dichloraa r O_uOZ ND Dialdrin -'- 0_002 NO Endrin 0_001 ND Haptactear- 0.0c*! 0 _ 0001 NO "Opt—hlor Epoxide 0-0004 0-0004 Na 1h,xachl0robanzene 0.0002 0_0001 Np a 6'*'O hlOa-OCy=I0Pmntadiena 0.001 0-0005 "D Lindane 0.05 0.001 ND Mfttrx-cYchIa,r 0-0002 O_o0c2 NO PGHS 0.04 0-002 ND POntaGhlcoronitrobenzene 0_0005 0.0005 No SiI-nxCz.4.5 Tv) 0-002 MD Sil.ezlrfw 0.0S 0-005 ND Twraphane 0-004 0-002 ND Tr=fluralxn 0-003 0.001 N0 2.4-0 — 0_002 Hp zmIgrfiiathr � _ 0.07 0_010 ND "Ccmmft. ard tcy4W e7.bon�aryt�rxrorre iiltar � - ta�iod _ o��a�aracs 4f liirsr Fes! aarrJra,3i. �r'9 i,,�� '" L / / r+r➢o dray —d am y mot be Rsed jbr ar�°f`�°r!r . rrlN�arsaa�oogrra.oru� a"'ati,po,�as. PAGE 5/5 N 00 "0000 E 1813.83' NORTH WEST PROPERTY CORNER - - - - - f REMOVABLE CAP l�SQRP#r >' _ /-- 4 -- 1/2"0 HOLES ON 'ARE CONFIGURATION. SEE /3 --,. ``• DETAIL`,.THIS__SHEET `. 2-1 /2" SOLID PIPE -FROM DOSING -TANK I - DISTRIBUTION PIPE - 4" 0 SOLID PIPE TO -ABSORPTION AREA.... I -` PLACE ADJACENT TO f 1.000 GALLON DOSING DISTRIBUTION PIPE OR TANK SEt"DETAIL THIS SHEET' SOLID CAP FOR _ a SUPPORT ® BOTTOM 0 1500 GALLON CONCRETE OF TRENCH OR BED 4" 0 PERFORATED PIPE SEPTIC TANK _W/O BAFFLES.... <....} ._..�� ` � 0 WRAPPED WITH FILTER FABRIC t„ Co I [ C. 0. ® C,! 1 - COMBINATION AIR VENT GENERAL NOTES ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE PITK{N COUNTY �_l m � I I Oi 1E m r REGULATIONS OF INDIVIDUAL SEWAGE DISPOSAL SYSTEMS, EVEN THOUGH i- ALL SUCH REQUIREMENTS ARE NOT SPECIFICALLY NOTED ON THE Co DRAWINGS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUCH O SPECIFIC DETAILS AS ARE REFERRED TO IN THE ABOVE MENTIONED Lij ui I- L REGULATIONS, Y < �r 2. 6 BEDROOMS 1560 GALLONS/DAY AVERAGE FLOW z 2730 GALLONS/DAY DESIGN FLOW - 1500 GALLON SEPTIC TANK, 2000 GALLON SEPTIC TANK (BOTH W/O BAFFLES) 2874 SQUARE FOOT MINIMUM GRAVEL BASE AREA <z aY 3413 SQUARE FOOT MINIMUM SAND BASE AREA C� 3. SAND FILL SHALT_ MEET THE FOLLOWING CRITERIA: z 100% SHALL PASS THE #4 SIEVE (6.4 MM). < � <140% SHALL PASS THE #200 SIEVE (0.13 MM) AND SHALL HAVE A V) UNIFORMITY COEFFICIENT LESS THAN 5 (D60/10<5). 1-- V) CONCRETE SAND AND MASONRY SAND WILL BOTH GENERALLY MEET THESE z ?- CRITERIA. z Lu Lf) O A. CLEAN OUTS ARE REQUIRED AT ALL BENDS AND AT LEAST EVERY 100 o mi FEET ALONG THE HOUSE SEWER. j p W 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL F - COMPONENTS OF THIS SYSTEM PRIOR TO THE ABSORPTION AREA WATER D < TIGHT TO PREVENT INFILTRATION. OU 6. TOPSOIL COVER MAY BE VARIED (WITH 1 FOOT MINIMUM) TO ALLOW a -,z LANDSCAPING. w Q 7. INSTALL RISERS AS NECESSARY TO BRING ALL ACCESS POINTS TO WITHIN ONE-HALF FOOT OF FINAL GRADE. I 8. LOCATIONS OF ALL COMPONENTS MAY BE VARIED AS NECESSARY AS LONG > > AS ALL MINIMUM DISTANCES AND SLOPES MEET THOSE REQUIRED. L � I NSI E `U TI U N � r ELL U E TA I t,.. [� 1. PROVIDE POSITIVE DRAINAGE OF SURFACE WATER AWAY FROM MOUND PROVIDE DRAINAGE VICINITY MAP FILL AREA USING DRAINAGE SWALES AS NECESSARY. O1 SWALE AROUND N.T.S. ABSORPTION AREA 10. SOILS AND PERCOLATION INFORMATION FROM REPORTS BY CTL-THOMPSON , SECTION 2�, T. g S., R. 85 W., 6th P.M.JOB #GS -2025, DATED 11/22/96 WITH ADDITIONAL PERCOLATION TESTING } RUEDI RESERVOIR QUADRANGLE IN MAY 1997(AVG. 20 MPI). SOILS ENGINEER MUST APPROVE r $ SCALE 12000 NATIVE MATERIAL AT BED BOTTOM. ' 11. THIS DRAWING DOES NOT CONSTITUTE AN ISDS PERMIT. PERMIT MUST BE \ 0 i I ` OBTAINED FROM APPROPRIATE CITY OR COUNTY OFFICIALS. Q CN f 2000 GALLON CONCRETE ca SEPTIC TANK W/O BAFFLES 4p12. THIS SYSTEM IS SIZED FOR TYPICAL DOMESTIC WASTES ONLY. BACKWASH r- op, v 96' OR FLUSHING FLOWS FOR REVERSE OSMOSIS UNITS OR WATER SOFTENERS TO DOSING TANK OR FILTERS SHOULD NOT BE INTRODUCED INTO HIS SYSTEM. MAIN ``i', Iz 13. SITE PLAN INFORMATION FROM A PLAN BY DESIGN WORKSHOP, INC. gill/ RESIDENCE `•.. Y � A AMn e Rocr= cl lP\lPY AY u I r_u rnl IMTRY Fr lr_ I N��a I nlr. q 30 I . R'"-.• `: •.•. :-: •NO PERFORATION ON EN •i PES PI (TYP. ). 04 6.: 1 1/2:0: BED PIPES ,A I PERFORATED PVC PVC) . EDGE OF GRAVEL BED .# Z \gyp OQ 90 (TYP.) � -.. ^/ 809 Co BED OF 2" SCREENED FABRIC Cit ,\ ' ROCK, 12" 1 HICK FILTER F RIC °06� GRAVEL BECK PLAN < / $ SEE NOTES FOR MIN. TOPSOIL EXISTING GROUND `! BASE AREA 4 SLOPEDR�N SLOPE TO SURFACE 6 DRAIN 4 N.T.S. �-\�� / \ 1 �_ / i\f / fj,\ff�\/� /f fj\//\/, /j\/j\\/�\\fes\\' GRAPHIC SCALE � \\,�\\\\, 12'° MIN r 20 0 10 20 40 80 6 t as ( IN FEET ) 24 MIN SAND FILL - SEE NOTES SI T 1 LAN 1 inch = 20 ft. DISTRIBUTION LATERALS FOR MINIMUM BASE AREA E - 30 PROPOSED CONTOUR'S ONLY SHOWN 35' MIN. SECTION A-- A N.T.S. 4" X 4 SEWAGE LIFT STATION NOTES TREATED -ELEC. JCT. BOX -�� POST 1. PUMP CONTROL PANEL TO BE NEMA 4 OR BETTER RAIN TYPE. DRILL 1 /4" 0 HOLES 48' 2" AIR VENT 2• PUMPS MUST ALTERNATE OPERATION AI EACH ON/OFF CYCLE. ai� ON CENTER FOR ENTIRE TO LENGTH OF ALL LATERF,LS NO PERFORATION GROUND SURFACE- ° 3. BOTH PUMPS MUST OPERATE WHEN WATER LEVEL IS AT DUPLEX FLOAT. ON END PIPES 2-1/2" FEEDER LINE TO 4. PUMP CONTROLS SHALL INCLUDE BOH AN AUDIBLE AND A VISIBLE � CAULK/SEAL WELL FIELD, SLOPED AT WARNING SYSTEM. 0 _j w 1 -1/2'° PVC LATERALS 6' TYP. INLET 1/8" PER FT. MIN. 5. PUMP CONTROLS MUST ACTIVATE BOTH THE VISUAL AND AUDIBLE 0 < ° SHALL DRAIN BACK WARNING SYSTEM. r 0 cc OpE ° TO TANK AFTER 6. PUMP CONTROLS MUST ACTIVATE BOTH THE VISUAL AND AUDIBLE Li O SL EACH PUMP CYCLE. WARNING SYSTEM WHEN ONE PUMP FA'LS. U 0 CL S4Op NOTE: 7. PUMP RAIN P MP FON SROLS SHALL MAINTAIN ONE PUMP OPERATION WHEN OHER a. �'L 4 +� F 4B 2"0 PVC MANIFOLD BACK ALL ITO DOSING PING MUST DANK ,�- 8. VISUAL WARNING SHALL REMAIN ON UNTIL BOTH PUMPS ARE `b 2°1 r r.R.r� w E- W E, j 2A 2A PIPE(SOLID) N OPERATIONAL AND THE WATER LEVEL 13 BELOW THE ALARM FLOAT. # ; ,' {� p Ag" h5'� "ALARM" 9. AUDIBLE WARNING SHALL ACTIVATE AN[) CONTINUE UNTIL s�+ AUG 1 5 1997. I a O Q c�OPF -j L QUICK DISCONNECT ACKNOWLEDGED BY MANUAL SWITCH A" CONTROL PANEL �'�' ` U 3"x 2' TEE S Ope OR UNIONt �ryd� 0� 10. LIFT STATION SHALL BE SERVICED WITH 230 VOLT UNDERGROUND FdV1E�� Fvi ALh! it i� ���nALT'f POWER. ASPI:_N I m I` `IN J cr a 11. WATER LEVEL SWITCHES MUST BE MERCJRY LEVEL FLOAT TYPE. n < HOLES ON BOTTOM "ON" a COIL AND TIE AN m 12. CHECK VALVES SHALL BE SWING FLAPPER NON -CLOGGING TYPE WITH OF LATERAL S4Op 9� ADDITIONAL 10' OF HEAVY DUTY HOUSING. w ,--'� iv WEIGHT WIRE FOR PUMP► REMOVAL 13. PIPE SUPPORT BRACKETS :AND BOLTS MUST BE STAINLESS STEEL. SLOP h5'} SUBMERSIBLE WASTEWATER PUMP 14. RAW SEWAGE PUMPS SHALL BE SINGLE PHASE, EFFLUENT TYPE; z NO PERFORATION �✓` 2-1/2" SOLID CL200 PVC OR MODEL SPD 100H MADE BY HYDROMAT:C PUMPS OR EQUAL. MUST BE ON END PIPES 200 PSI POLYETHYLENE _ "OFF' ABLE TO PUMP A MINIMUM OF 100 GALLONS PER MINUTE AT 30 FT. Co � m r--� 1-: SET PUMP APPROX. l�!'..�� rte. VIVI UVJIIVU I/'11V(' 4 Q I�� uI I 8 IILPIV, JI L1_111V 1Yt111\{- /IiYV ivivV LL Jvvvt_v1 1v IiiL /': i :\v vrlL.. vt OFF FLOOR THE ENGINEER, HYDROMATIC GUIDERAIL SYSTEM PREFERRED. Q CONTRACTOR SHALL PROVIDE ENGINEEF WITH ACTUAL PIPE LENGHTS 1000 GALLON PRECAST AND ELEVATION DIFFERENCE TO ALLOW VERIFICATION OF PUMP CONCRETE DOSING TANK SELECTION. LATERAL PIPE LA`®UT DOSING TANK _ARAN GA_N ADDITIONAL NOTES: 4 il[Alitli Tei rinNICQ ^iJ= CnOtIC kAAMI Tn QC A' Oi 1E m r i- < Co O Lij ui I- L W Y < �r 30 I . R'"-.• `: •.•. :-: •NO PERFORATION ON EN •i PES PI (TYP. ). 04 6.: 1 1/2:0: BED PIPES ,A I PERFORATED PVC PVC) . EDGE OF GRAVEL BED .# Z \gyp OQ 90 (TYP.) � -.. ^/ 809 Co BED OF 2" SCREENED FABRIC Cit ,\ ' ROCK, 12" 1 HICK FILTER F RIC °06� GRAVEL BECK PLAN < / $ SEE NOTES FOR MIN. TOPSOIL EXISTING GROUND `! BASE AREA 4 SLOPEDR�N SLOPE TO SURFACE 6 DRAIN 4 N.T.S. �-\�� / \ 1 �_ / i\f / fj,\ff�\/� /f fj\//\/, /j\/j\\/�\\fes\\' GRAPHIC SCALE � \\,�\\\\, 12'° MIN r 20 0 10 20 40 80 6 t as ( IN FEET ) 24 MIN SAND FILL - SEE NOTES SI T 1 LAN 1 inch = 20 ft. DISTRIBUTION LATERALS FOR MINIMUM BASE AREA E - 30 PROPOSED CONTOUR'S ONLY SHOWN 35' MIN. SECTION A-- A N.T.S. 4" X 4 SEWAGE LIFT STATION NOTES TREATED -ELEC. JCT. BOX -�� POST 1. PUMP CONTROL PANEL TO BE NEMA 4 OR BETTER RAIN TYPE. DRILL 1 /4" 0 HOLES 48' 2" AIR VENT 2• PUMPS MUST ALTERNATE OPERATION AI EACH ON/OFF CYCLE. ai� ON CENTER FOR ENTIRE TO LENGTH OF ALL LATERF,LS NO PERFORATION GROUND SURFACE- ° 3. BOTH PUMPS MUST OPERATE WHEN WATER LEVEL IS AT DUPLEX FLOAT. ON END PIPES 2-1/2" FEEDER LINE TO 4. PUMP CONTROLS SHALL INCLUDE BOH AN AUDIBLE AND A VISIBLE � CAULK/SEAL WELL FIELD, SLOPED AT WARNING SYSTEM. 0 _j w 1 -1/2'° PVC LATERALS 6' TYP. INLET 1/8" PER FT. MIN. 5. PUMP CONTROLS MUST ACTIVATE BOTH THE VISUAL AND AUDIBLE 0 < ° SHALL DRAIN BACK WARNING SYSTEM. r 0 cc OpE ° TO TANK AFTER 6. PUMP CONTROLS MUST ACTIVATE BOTH THE VISUAL AND AUDIBLE Li O SL EACH PUMP CYCLE. WARNING SYSTEM WHEN ONE PUMP FA'LS. U 0 CL S4Op NOTE: 7. PUMP RAIN P MP FON SROLS SHALL MAINTAIN ONE PUMP OPERATION WHEN OHER a. �'L 4 +� F 4B 2"0 PVC MANIFOLD BACK ALL ITO DOSING PING MUST DANK ,�- 8. VISUAL WARNING SHALL REMAIN ON UNTIL BOTH PUMPS ARE `b 2°1 r r.R.r� w E- W E, j 2A 2A PIPE(SOLID) N OPERATIONAL AND THE WATER LEVEL 13 BELOW THE ALARM FLOAT. # ; ,' {� p Ag" h5'� "ALARM" 9. AUDIBLE WARNING SHALL ACTIVATE AN[) CONTINUE UNTIL s�+ AUG 1 5 1997. I a O Q c�OPF -j L QUICK DISCONNECT ACKNOWLEDGED BY MANUAL SWITCH A" CONTROL PANEL �'�' ` U 3"x 2' TEE S Ope OR UNIONt �ryd� 0� 10. LIFT STATION SHALL BE SERVICED WITH 230 VOLT UNDERGROUND FdV1E�� Fvi ALh! it i� ���nALT'f POWER. ASPI:_N I m I` `IN J cr a 11. WATER LEVEL SWITCHES MUST BE MERCJRY LEVEL FLOAT TYPE. n < HOLES ON BOTTOM "ON" a COIL AND TIE AN m 12. CHECK VALVES SHALL BE SWING FLAPPER NON -CLOGGING TYPE WITH OF LATERAL S4Op 9� ADDITIONAL 10' OF HEAVY DUTY HOUSING. w ,--'� iv WEIGHT WIRE FOR PUMP► REMOVAL 13. PIPE SUPPORT BRACKETS :AND BOLTS MUST BE STAINLESS STEEL. SLOP h5'} SUBMERSIBLE WASTEWATER PUMP 14. RAW SEWAGE PUMPS SHALL BE SINGLE PHASE, EFFLUENT TYPE; z NO PERFORATION �✓` 2-1/2" SOLID CL200 PVC OR MODEL SPD 100H MADE BY HYDROMAT:C PUMPS OR EQUAL. MUST BE ON END PIPES 200 PSI POLYETHYLENE _ "OFF' ABLE TO PUMP A MINIMUM OF 100 GALLONS PER MINUTE AT 30 FT. Co � m r--� 1-: SET PUMP APPROX. l�!'..�� rte. VIVI UVJIIVU I/'11V(' 4 Q I�� uI I 8 IILPIV, JI L1_111V 1Yt111\{- /IiYV ivivV LL Jvvvt_v1 1v IiiL /': i :\v vrlL.. vt OFF FLOOR THE ENGINEER, HYDROMATIC GUIDERAIL SYSTEM PREFERRED. Q CONTRACTOR SHALL PROVIDE ENGINEEF WITH ACTUAL PIPE LENGHTS 1000 GALLON PRECAST AND ELEVATION DIFFERENCE TO ALLOW VERIFICATION OF PUMP CONCRETE DOSING TANK SELECTION. LATERAL PIPE LA`®UT DOSING TANK _ARAN GA_N ADDITIONAL NOTES: 4 il[Alitli Tei rinNICQ ^iJ= CnOtIC kAAMI Tn QC A' (TIE TO NW" RN -9 \ S 843 0,5" E 411.61 ' N 89 43'0 Pp P. o. B. =-� 2 S 26 '01 '58" E BUILDING S�A9 �� 63.85' 5.86' \ EN VEL OPE WELL LOCATION DESCRIPTION SITUATED IN SECTION 22, TOWNSHIP 9 SOUTH, RANGE 85 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: LYING 2216.52 FEET SOUTHERLY OF THE NORTHERLY LINE OF SAID SECTION 22 AND LYING 343.65 FEET WESTERLY OF THE EASTERLY LINE OF SAID SECTION 22. GRAPHIC SCALE 100 0 50 100 200 ( IN FEET ) 1 inch = 100 ft. I I NF TAPI F LINE BEARING DISTANCE L1 N 72'06'17" E 42.43' L2 N 82'06'16" E 69.68' L3 S 35.13'52" E 50.82' L5 S 16'55'51" E 83.61' L6 S 32'00'00" E 70.00' L7 S 08'59'04" W 91.30' L8 S 45'08'47" W 57. 42' L9 S 64'06'23" W 56.40' L10 N 68'54'10" W 50.92' L 11 N 40'43'54" W 63.29' L12 N 22'10'17" W 52.26- 6'L13 L 13 N 03°40'23" W 39.89' NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF CERTIFICATION SHOWN HEREON. 10' UNDERGROUND UTILITY, 95 ` o 135.52' WATER WELL, WALKING & I 1 RIDING TRAIL EASEMENT } m 20' UNDERGROUND UTILITY, (ART. Vll(1),-PROT. COV.) WATER WELL, WALKING & \ - RIDING TRAIL EASEMENT 6000 (ART VII(1),-PROT. COV.) 800, - Bo 9s b S 05'44'48" W I ��ExrsriNc 190 2 00 68.87 8 0 800 0� \\ DI TCH uji 09 \\ S 17'04'14" E f \\ I 33.09' I { 50' BUILDING SETBACK PER PITKIN COUNTY LAND USE CODE \1 \ \ O r11'0 -'• \ \`'�� Cl' S 43 59'18" E 47.89' S 26 38'03" E s28 0 \ \\ \ 102.35' U 6 \ I 6014 0 �101�3-'\� EXISTING \\ DITCH TION ( , DITCH .3', 52 e016 _ -- \ N 05 / 20' UNDERGROUND UTILITY,, 8017_ ABANDONED WELL \ \ j '� WATER WELL, WALKING & ./ sole��. n�i \\\ S 66'40'15" E ✓ RIDING TRAIL EASEMENT �. 8019 0DINo `` 61.75 (ART. Vll(1),-PROT. COV.) J1M1=F?0'V1�,EM',.E- N-,, T ,,SU,, RV.L='Y and BUILDING ENVELOPE FLAT A PARCEL OF LANA SITUATED IN LOTS 4 and 5, SEC. 22, LOTS 5 and 71, SEC. 23, T.9 S., R.85 W. OF THE 6th P.M., COUNTY OF PITKIN, STATE OF COLORADO _N 82'13'58" E 55.90' \ S 19 00'12" E 8020 - 6027 D 80 0 ABANDONEI 82 \ ' I 1 \ 00 ; WELL %. \ '� O ' X0o2 0?1 -10\rn \\ �' EXISTING I DIRT ROAD h (DI O AERIAL PHOTO.) I d A l '15' UTIL. EASEMENT 836 - I �o�N \ \ BRA TTL LBORO PA RCL L 400 BK. 523, PG. --� , \ , 36.374 ACRES± \� LLI O EXISTIIiG oma J \ I DI TCH Q) •O O SHED / Z 5' UTIL. ASEMENT K. 523, PG. 835\s �\ \ \ \ c'a 10 �INDERGR60N�UTILITY',f 8 Vt�ELL, `WA'LKWG. & �. s \ RIDING `RAIL' EASEMENT 0\ (ART'Vll�`l) "PROT. CV 0-61, \ F �\ 10' UNDERGROUND UTILITY, WATER WELL, WALKING & C� RIDING TRAIL EASEMENT 80 \ \�� \ \� ' EDGE OF DENSE (ART. Vll(1),-PROT. COV.) VEGETA TION 190¢9 s 470' WITNESS CORNER 60so 3rI REBAR & CAP L.S. 19598 SET WELL PERMIT\\� ,I \\ I 1_ -'\ + �00�01 / LOCATION 3y' IRR/GATIQN I. P DRAIN. ESMT / BK\ 52 3,, PG. 842 ,\ B l MT SOPRtS' 40' ROAD \\ \ EASEMENT BK. 523, PC,, 83) ro o m jl G'. ` 11.\ \ m I N, 6041` \ C 10\ 210:84 \ _����� 89'52'1©� W � .. '�� 190¢¢ 8045 ,. EC. _ --- \ 8046 ED- REBAR &_C S �' _ 5 8'10 mos` IP,. eos 8049 I x + FOUND(TYP.) \ \ \ �_1 + \ x x 10' UNDERGROUND UTIL I + \ \ + \ WATER WELL, WALKING & \ \ \ x RIDING TRAIL EASEMENT \ \ \ (ART. VII(1),-PROT. COV.) +\ \ + \ x \ \� 1"7-3. 003'49" W 3.1 ' S 04`3259" E 109.12 EXISTING DI TCH BRA T TL EBORO PARCEL A PARCEL OF LAND SITUATED IN LOTS 4 AND 5 OF SECTION 22, ALSO IN LOTS 5 AND 11 OF SECTION 23 ALL IN TOWNSHIP 9 SOUTH, RANGE 85 WEST OF THE SIXTH PRINCIPAL MERIDIAN, LYING WESTERLY OF THE SALVATION DITCH, SOUTHERLY OF THE SOUTHERLY LINES OF LOT I IN SAID SECTION 22 AND LOT 4 OF SAID SECTION 23 AND PARCEL OF LAND IS DESCRIBED AS FOLLOWS BEGINNING AT A POINT ON THE SOUTHERLY LINE OF LOT 1 IN SAID SECTION 22 WHENCE THE SECTION CORNER COMMON TO SECTIONS 15, 16, 21 AND 22 1N SAID TOWNSHIP AND RANGE BEARS: N 82'19'34" W 5048.92 FEET; THENCE S 86'43'05" E 411.61 FEET, MORE OR LESS TO A POINT ON THE EASTERLY LINE OF SAID SECTION 22; THENCE N 89'43'00" E ALONG THE NORTHERLY LINE OF LOT 5 IN SAID SECTION 23, 63.85 FEET TO THE SALVATION D I TCH; THENCE S 26'01'58" E 95.86 FEET ALONG SAID DITCH; THENCE S 31.09'32" E 76.33 FEET ALONG SAID DITCH; THENCE S 16'37'42" E 135.52 FEET ALONG SAID DITCH; THENCE S 05-44'48" W 68.87 FEET ALONG SAID D I TCH; THENCE S 17°04'14" E 33.09 FEET ALONG SAID DITCH; THENCE S 27'28'00" E 135.43 FEET ALONG SAID DITCH; THENCE S 43'59'18" E 47.89 FEET ALONG SAID DITCH; THENCE S 26'38'03" E 102.35 FEET ALONG SAID DITCH; THENCE S 66'40'15" E 61.75 FEET ALONG SAID DITCH; THENCE N 72'34'52" E 133.03 FEET ALONG SAID DITCH; THENCE N 60'21'22" E 248.11 FEET ALONG SA 10 DITCH; THENCE N 82'13'58" E 55.90 FEET ALONG SAID DITCH; THENCE S 19'00'12" E 73.78 FEET ALONG SAID DITCH; THENCE S 00'33'49" W 123.12 FEET ALONG SAID DITCH; THENCE S 09'08'17" W 158.86 FEET ALONG SAID DITCH; THENCE S 02'24'10" W 161.74 FEET ALONG SAID DITCH; THENCE S 04'22'59" E 109.12 FEET ALONG SAID DITCH; THENCE S 41'47'01" W 923.38 FEET THENCE WEST `578.10 FEET; THENCE NORTH 1813.83 FEET, MORE OR LESS TO THE POINT OF BEGINNING, CONTAINING 36.374 ACRES MORE OR LESS. BUILDING ENVELOPE DESCRIPTION A PARCEL OF LAND SITUATED IN LOTS 4 AND 5 OF SECTION 22 AND ALSO IN LOTS 5 AND 11 OF SECTION 23, TOWNSHIP 9 SOUTH, RANGE 85 WEST, OF THE SIXTH PRINCIPAL MERIDIAN, COUNTY OF PITKIN, STATE OF COLORADO; SAID PARCEL OF LAND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SECTION 22; THENCE S 82'19'34" E 5048.92 FEET TO THE NORTHWEST CORNER OF THE BRATTLEBORO PARCEL, STAR MESA RANCH, WHENCE A REBAR AND CAP, L.S. NO. 15710, BEARS N 78"20'59" W 0.24 FEET; THENCE S 13'15'40" E 43.54 FEET THE NORTHWEST CORNER OF THE BUILDING ENVELOPE, THE TRUE POINT OF BEGINNING; THENCE S 86'43'05" E 88.31 FEET; THENCE N 72'06'17" E 42.43 FEET; THENCE N 82 ' 06 ' 16 " E 69.68 FEET; THENCE S 35 ' 13 ' 52 " E 50.82 FEET; THENCE S 19'09'47" E 75.00 FEET; 'HENCE S 00'28'09" E 110.00 FEET; THENCE S 16.30'10" W 120.00 FEET; THENC- S 16'55'51" E 83.61 FEET; THENCE S 27'48'44" E 162.93 FEET; THENCE S 05'20'37" E 228.56 FEET; THENCE S 20'26'53" E 179.48 FEET; THENCE S 11'43'18" W 149.88 FEET; THENCE S 14'54'26" E 232.18 FEET; THENCE S 32'00'00" E 70.00 FEET; THENCE S 40'00'00" E 200.00 FEET; THENCE S 08'59'04" W 91.30 FEET; THENCE S 45'08'47" W 57.42 FEET; THENCE S 64'06'23" W 56.40 FEET; THENCE S 89'52'10" W 210.84 FEET; THENCE N 68'54'10" W 50.92 FEET; THENCE N 40'43'54 " W 63.29 FEET; THENCE N 22'10'17" W 52.26 FEET; THENCE N 03'40'23" W 39.89 FEET; THENCE N 03'15'38" W 939.88 FEET; THENCE N 53'28'18" W 145.00 FEET; THENCE N 00'00'00" E 500.00 FEET TO THE TRUE POINT OF BEGINNING; SAID PARCEL OF LAND CONTAINING 10.297 ACRES, MORE OR LESS. NOTES 1) THIS SURVEY IS BASED ON EXISTING PROPERTY CORNERS FOUND IN PLACE AS SHOWN, AND RECORDED DOCUMENTS PROVIDED BY THE CLIENT, AND MAPS PREPARED BY SCHMUESER & ASSOCIATES, DATED 7/26/85 AND ORIGINAL TOPOGRAPHIC MAP PROVIDED BY SCHMUESER & ASSOC. 2) THE DATE OF THIS SURVEY WAS OCTOBER, 1996. 3) THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICTIONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE. 4) BASIS OF BEARINGS FOR THIS SURVEY WAS A BEARING OF N 00'00'00" E, ASSUMED BETWEEN THE SOUTHEAST CORNER OF THE BRADFORD PARCEL, A REBAR & CAP L.S. #15710, FOUND IN PLACE, AND THE NORTHEAST CORNER OF THE BRADFORD PARCEL, ALSO A REBAR & CAP L.S. #15710, FOUND IN PLACE. 5) ONLY ABOVE GROUND VIS 1 BL E UTILITIES HAVE BEEN SHOWN, NO UNDERGROUND UTILITIES WERE LOCATED. IMPROVEMENT SURVEY STATEMENT I HEREBY STATE THAT THIS IMPROVEMENT SURVEY WAS PREPARED BY HIGH COUNTRY ENGINEERING, INC. FOR DESIGN WORKSHOP OF GLENWOOD SPRINGS, COLORADO. I FURTHER STATE THAT THE IMPROVEMENTS ON THE ABOVE DESCR I BED PARCEL ON THIS DATE, OCTOBER 1 1 ; 1996, EXCEPT UTILITY CONNECTIONS, ARE ENTIRELY WITHIN THE BOUNDARIES OF THE PARCEL EXCEPT AS SHOWN, THAT THERE ARE NO ENCROACHMENTS UPON THE DESCRIBED PREMISES BY IMPROVEMENTS ON ANY ADJOINING PREMISES, EXCEPT AS INDICATED, AND THAT THERE IS NO APPARENT EVIDENCE OR SIGN OF ANY EASEMENT CROSSING OR BURDENING ANY PART OF SAID PARCEL, EXCEPT AS NOTED. I FURTHER STATE THAT THIS PROPERTY IS SUBJECT TO RESERVATIONS, RESTRICT IONS, COVENANTS AND EASEMENTS OF RECORD OR IN PLACE " �Y SCOTT Z. AIBNER, L.S. #31143 DATE: 17 CLERK AND RECORDER ' S CERTIFICATE TH 1 S PLAT HAS BEEN ACCEPTED FOR F I L I NG IN THE OFFICE OF THE CLERK AND RECORDER OF PITKIN COUNTY, COLORADO, THIS DAY OF 19 , IN PLAT BOOK AT PAGE - CLERK AND RECORDER z O Cn w CL w Q � s04 i MWER p WzOo W§!K z < s 0a:zk W W a >. Co t0 �Up�pOO ONo 0 _ �o Z Q rn -� O O Q Q W �U 00 : 0Q 00 of U) y H 0 �-- z W W 0 m Lo > Z O 0 w �Y cr m 01 Ldrn P w W Y Q � s04 i MWER p WzOo W§!K z < s 0a:zk W W a >. Co t0 �Up�pOO ONo 0 _ �o Z PROJECTNO. 97040.01 SHEET 1 OF 1 Q O �W Q W �U 00 : 0Q 00 W a' y H 0 �-- z W W 0 m Lo > Z 0 w �Y cr m 01 C C PROJECTNO. 97040.01 SHEET 1 OF 1 f FIRST FLOOR PLAN SECOND FLOOR I'LAN DESIGNWORKS HO LANDSCAPE ARCHITECTURI LAND PLANNING URBAN DESIGN TOURISM PLANNING 120 E. MAIN STREET ASPEN, COLORADO 81611 (970) 925.8354 Albuquerque ' Aspen ' Denver Sao Paulo ' Santa Fe ' Tempe ' Vail CONSULTANTS: OWNER: Real Estate Capital Croup 909 Montgqomery4 Street, Suit 40e San Francisco, CA 94133 415 288-,212 Fax 415 434-9960 ARCHITECT: 5acken t C111am Architects 2352 TIarinship Way Sausalito, CA 949b5 415 289-3860 Fax 415 289-3866 CONTRACTOR: "Inco and Assoc. 1750 Lake Wildcat Road 5rowmass V1ilage, GO 81615 970 923 3610 Fax 910 920-990E Z 12 CL FW LuZ >- . CL 0Q Z w W U W A0 b v�° 0 U a HOJSE FLCOFZ PLANE REVISIONS: # DATE DESCRIPT ISSUE DATE: DRAWN: REVIEWED: D.: I SG,4LE: PROJECT " 1535 SHEET NUI-15ER