In-Situ Storage Aspen, Colorado Don W. Deere, P.E. Victor G. deWolfe, P.E., P.G. Aspen, Colorado May 15, 2017 Buttermilk Mon/Minn A 3 Highland: a; 0 if (51 i Legend 0 Aspen Water Treatment Facility State Highway 82 Pat! 0 r5: 1 Streams and Canals JOB NO. 0687 002.00 . ASPEN. 0 3,000 6.000 In-Sltu Screenlng Study Site Map H, Emu DEERE 8: AULT Mount-JUN Aeriat Image from NAIP (2015) DATE: 5/10/2011 SCALE: 1 inch: 000 test p. 8 . m, n: '0 Cit 'ofAs ent068?.002 InASitu Screeninv Stud 2 APPT Geolo- ic Ma and Section mud c?EEn FALHJ LUNL Red Butte Jm .Ie 9133513 i? i. 2 3 . Mam-mam 154414;: at any Section (Scale Section (Scale z. 3. 3? 2. :i Aspen Water Treatment Facility Streams and Canals Select Geologic Features Aspen Fault or Shear Zone Mancos Shale Contact Granite Contact 2000 4.000 55: Feet Geology from Bryant (1971) Hillshade from uses DEM JOB NO [Emma ASPEN IN-SITII STORAGE SCREENING STIJIJY Geologic Map and Sections DEERE S: AULT 51190 eoft Qitch Legend Pro?le Lines (Figure 4) 4 ll STORAGE SCREENING STUDY lio? Course Site Plan Streams and Canals 500 1.000 Feet Topography 1rom USGS DEM, C.L 10 feet Aerial Image from NAIF (2015) I'm" 'Wl? Av qunAmFIm-J ?ninurim} HIT- 2hr." 241526- Urn]. 1 WEST EXISTING OROUNO EAST m? r? SLURRY WALL ASPEN GOLF COURSE 3mm. SLURRY WALL 1?ku ELI. RE UE RY WELL PUMP TD WATER CO TREATMENT Hm . EXISTING TERRACE-- MARODN GROUNDWATER GRAVEL CREEK LEVEL ,CASTLE I: Tnm? CREEK rung II. - .. :ISnn . -. n. . - TTM- 3 KEY 3' REY mm APPROXIMATE a a - BEDROCK SURFACE xx LN ER APPROX OIFI OF a SED IUE NTARY EEDRUCK nan A CREEK FAULT 2+5: S-OCI 1214M IRIHII 1+5: Elm 2611430 2900': WM 350:- REMIX lanai SEMI EYE-54 I_r 1 SOUTH NORTH -m SLURRY BITCH GATE PROFILE A m- .- REOHAROE 4m 1 EXISTING SROUNU ASPEN FOLF COURSE SOUTH m? 1? Pump To WMH OELL RECC-VERY WELL - TREATMENT SLURRY WALLS PLANT - TASS 3? Tm:- E: I Mr :ngn TERRACE TM- I-lor-Iznnla 53m 311' :Ei? GRAUEL lg wmu Emgg-mIKEY CREEK FAULT .IOS NO. 3. m, ASPEN STUIIASE HUU - "w ISPEI GULF BIUHSE PHDFIIES Han THO A I I Evlm I n-cr. 'm'rm I 19-00 1mm Raina maul I 941ml 'MPROFILE an? ?5 "ma Conventional Slurry Wall Construction SLURRY WALL 10:3 rf- GRAVEL . '57. CE. GMVEL 1 gogglags AT BASE 4-: . asp - a . :3me I :11; l' I it?? TYPICAL SLURRY WALL AND STRATIGRAPHY 0 20 SCALE IN FEET Deep Slurry Wall Construction bod mnExm Iota Qmmwiomn. .QE Ama? m4 Qupqo?? WEUFE \uuzzoo Howie mash)? mjmimmhi mmluba Ni bozoo m0 WHEHME. y?q??jmma 20w: Qui?hO 3.45 .55. m3 :0 mumqm ?5/13 OH $.an qum oi . EDEN. um. OH UEHDD MP ahmmz. >m4z?3mma m43emzom oh mapoz :gbe agm?ucg? mg:u:g uozuL m7: m?m mgzoF/co >m