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Home My WebLink About1.0 Application• • r 7.7 MAY 0 s 1998 'LIU Ske ch Flan Preliminary Plan x Final Plat opouNre SUBDIVISION APPLICATION FORM SUBDIVISION NAME: Lacy Park Subdivision OWNER: Lacy Park, LLC Represented by David Johnson ENGINEER/PLANNER/SURVEYOR: High Country Engineering, Inc. LOCATION: Sections 13, 14 & 24 Township 63 Range 94W WATER SOURCE: Well on Lot 2 SEWAGE DISPOSAL METHOD: ISIS on each lot PUBLIC ACCESS VIA: • 1-70 frontage road EXISTING ZONING: Resource Lands EASEMENTS: Utility Western Slope Gas Co. - see plat • • • Ditch TOTAL DEVELOPMENT AREA: (1) Residential Single Famiy Duplex Multi -family Mobile Home Number Acres (2) Commercial Floor Area Acres 110,000 sq.ft. (3) Industrial sq.ft. • (4) Public/Quasi-Public (5) Open Space/Common Area TOTAL: • i PARKING SPACES: Residential Commercial 0 0 Industrial • • TABLE OF CONTENTS VICINITY MAP & ADJACENT PROPERTY OWNERS DRAINAGE STUDY TRAFFIC STUDY • WATER INFORMATION WILDLIFE INFORMATION PLANT INFORMATION • CDOT ACCESS PERMITS GEOTECHNICAL REPORT • • • • • • • VICINITY MAP & ADJACENT PROPERTY OWNERS • • • • • • • • • 0 0 0 • LACY PARK SUBDIVISION ADJCACENT PROPERTY OWNERS HCE PROJECT NO. 97104.01 MAY 1, 1998 2175-133-00-143 • Lacy Park LLC 2720 Railroad Avenue Rifle. CO 81650 2175-133-00-013 2177-071-00-042 2175-243-00-028 2175-242-00-016 2175-211-00-072 W.F. Clough • P.O. Box 686 Rifle. CO 81650 2175-131-00-055 2177-183-00-315 • 2175-134-00-016 UMETCO Minerals Corporation Section G-3 c/o Union Carbide 39 Old Ridgebury Road • Danbury, CT 06810-5108 2175-231-00-142 Cathedral Bluffs Shale Oil Company Attn: Property Tax Department • P.O. Box 868 Houston, TX 77001-0868 2175-232-00-141 Southern Pacific Transportation Company • Tax Department 1700 Farnam. Street, Floor 10 Omaha, NE 68102-2002 • • tea • R • } 4 t11 DRAINAGE STUDY • • 555? -5176 (OL6) :Xvd • 9L99-5tr6 (OL6) :auoydalal GO9 Le 00 `s6uuds poomuaIO . anueny iadoo3 ce6 3•d `adoH 'Q uouJaA fiq pannapioN .1.3 `acJoH .V aiIsa-I paJedaid 8661 `I iCu1A1 I017OJL6 EOf 3JH OQ' 4703 `AIN!lOL (I72ILMV9 NDISIAKJfffl S )MW I, W7 ffOt r UTLI S DTINMIGr suopuinOIED :XICE IaddV „LI x „i i d'eyl "S'O'S „LI x "I I dew utseg pu'e kjtuioTA :SONIMyJi 3 1 ANVNiYCIS NVid IOVNIV' IQ i A001O2IQAH [ SIoSVS g.I.TS-dd01IOfV1AI NOLLDI1QO1I.LNI aovd S1NL LNIOD AO a1HV1 •seaxe gurpunonns purr ails alp uo sl3edwl paloodxa aql alegrllw (DI iaglagol )pom of pau2rsap lie `sluawanoxdwr ageuresp Jo d{lapret a sapniaul 1101slnrpgn5 d /SORA iOJ ureic] O eule,JQ aril, AIIVYs 11-1S •uorlan.zzsuoa gul np Y pur £ sio I uaam►Iaq iauuggo alp .roj s31-treq jo dol agl 2uole pal mstt! aq pinogs sa3uaJ lir5 •sopinrloe uopon.usuo3 of xolxd paiitlsul aq of paau lilm saxnseatu iosluo3 uolsorg •Iluuad 2urppnq otp jo amp alp lu paxedaid aq of paau limn slot ienpinlpul aql xoj sueid gulpexj •pauleluruw aq film stualled moll guusrxa alp 1erp paludl3rlue sr lI •rpnos alp of pamo1 wags .zalumuuols alis-uo `Aiiu3poisli4 NV 1d 3JVNINQIQ •uorlenaia ul laaj 0008 moiag sl urseq alis-JJo aril Jo Appofew alp pue alis alp aouls ileJulel may tilrxetuud pantxap aq film rase snp ut smoil dead •,cls - 03puos uorlgnxasuoJ Hos put (0861) optxoio3 ul smou dead Suiuiuualaq loj sainpaooxd uorleorlgnd aolntas uouenrasuoD IIoS alp to paurpno axe iSprns snp JoJ spoglaw al2oioxpAq aqs, .1: O IO2IQXH •alis alp ggnonp tat ueg3 &upslxa alp ul pauwluoo aq twit urseq airs-jo alp xoj uuols .MOS poi alp `suorlduznsse asarp uo paseg •lrodaa snp glrm papnioui axe iauuetia pue uanina gupslxa asp ggnoup smog atp .toj suolleinoiej •daap laaj 9 Aialeuilxoidde sr pue uopoas ssoia leplozadesl e tplm slxanin3 asatp moiaq pump guilslxa aril jo rtllaedea 3rinezpAq alp paleunxoidde aM g Aemg211-.I pug OL -I moiaq lxanlno xoq -Olq ,8 x aplm ,9 guilsrxa ue ul smog, urseq sqj •sxadlunf pre ages Jo tullslsuo3 .10n03 anrlulaSan atp span sairtu axenbs S Aialewixoldde sr 11 -drill urseq pug Aitulorn pasoioua atp uo twos aq ueo urseq spa •xantj opexoloj aril olid uatil `j7 pue £ 5101 uaamlaq smog urseq snp wog jjounx pug alis alp jo tpxou atp tri slsrxa ulsug rofew xatpouvr •alis aril moiaq uoprAala ul ,Q iSialetulxoxdde pre Tinos aql of paleaoi sl JaAp ata •.xanrJ opexoioD aril sl utridpooU xeaA-00j pagsiigelsa ue gllm 2Dafoxd srtp .luau ulseq ageuxexp xofew i{iuo aq,1 SNISVU LLIS-A.4011OfYIN •uolle3oi airs aril xoj dew pasoioua rill aa5 •slot am olid papinipgns saaae ZZ Aialewlxo_dde ss luatudoianap pasodoid ata, •aguugaralur 01.11'd 2S M OL -I ag2 Jo tpnos `iClunoj pia!pe0 ul pale3oi sl uoislnrpgnS .iud Aau'I pasodoid ata • NOI1Df1CI02I.7NI • • • • • • !! f [rd(\) . ')_P:i'l 1 -1 ERvE ICONllytY%• 1., \11's9 J] , *585 \.1 5570 b500 '5240 r{ I 2 s Incy_� a -k- f f I 24 AIGHEE U- C 7 1 254 '255 I Sap CKIO FEET DAVID it ANNA JOHNSON RIFLE. COLORA00 LACY PARK SUBDIVISION VICINf1Y AND BASIN MAP USGS RIFLE QUAD IiOH COUNTRY ENCIMERCNq HC• 929 COOPER AVENGE GLENWOOD SPRINGS. CO 51501 Pkf9701945 i 78 FX 0770) 945.2555.5 DES. OR. CK. NO. DATE REVISION (PT DATE 3-13-98 FILE. DRAIN i BY • • • • • • • 1 • • 111.. ...Z....a 4. • J.. .1 4. • 01 01 0 ffi • la .1 6 DAVID & ANNA JOHNSON RIFLE. COLORADO LACY PARK SUBDIVISION SCS SOILS MAP ppm! r ni I A r1 COUNIFIT ENGINEERING INC. 92-3 COOPER AVENUE CLENN000 SPRINGS, CO 01601 PH WNW C.4a-4.1111 5745 .2a55 DES. DR. EP T CR. DATE 3- 13-V8 NO DATE itE VISION IRV Project i K Saamn-i$Job No. -11(244 I By Pr Date J -I. Ck'd by Date Subject OrCityk -e Page of GAF -S t31rA Area= 5. 5O via -- P1aL,i e4frt!d �1 17.1peBk. Cover - qt. ........ CN ©da xG .3 60 AC re S 5 ate" -- ` P svele .3496 aver - 771,t_ • 5AGE -voss 74pe C ) Tape C �. CA) 5070 or Area. 5 - fa r-CASS 3a % C CO 73 3'i'/,....C.r.r4rr..�............. 50s 1 Auer e 04 Abet ...-.... 13-19275 2 3.4.500 4E roPu i' I f t.la-k u Avery eve 13 E. 0 9 a P,33 OF a cE'CtLti-ec k(Wit et. ae.r3 P&< -- 70 ul,,- lcA,..) 117 0 4- C w' cl e x .........} cqf cos =7-87 C' = 5a c � -- Accord Co,)( cos f J se=) L tote 'Tn rec mac,' (eC�r@ sic cVr CC) -"Yfo.- Peak Q, 2,425 0.518 L - h A.3 et- 62sa Qcs Flo,J 4 R,r 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • Fax: (970) 945-2555 • • • • • • • • BUr1£Ati OF PUBLIC ROADS JAN. 1963 • 1- w w 4 EIGHT OF HO) Pcp, 600 500 EXAMPLE 400 5'e 2' 9oe 0=75 cfi• 0/9 15 cliff t. 300 inlet tiw 11w 0 feet (I) 1.75 3.5 200 (2) 1.90 3.9 (3) 2.05 4. 1 CHART 1 (1) (2) (3) 8 9 10 100 Li x a 60 Li.- 50 ,� o 7 t7 2 40 % w Z 0 30 F± N 2 // 0 20 ' 1` :J / ra V 0- I— / w Anof I=— 0 1]ngnatl d 10 Flare t7 7 v g / 0 U7 W / a r d ' u_ O 7 iiW WINGWALL 2 C 0 SCALE FLARE _ [c (11 30' to 75' (2) 90• and 15' (5) 0' (extensions of sides) 7o use scale {2) or (3) project horizontally. to scale (1), then vie straight inclined line through 0 and 0 scales. of rioerie el illustrated. 5-21 - 2 - 1.5 —.4 7 1.5 - .7 1.0 —,4 .5 30 .35 .3!y. HEADWATER DEPTH FOR BOX CULVERTS WITH Y NLET CONTROL • • • • • • • • • 0 8 0 0 0 0 0 0 .., 0 `(sio) 398VHOSIn )I173d Sd3h 001 S 0 0 4 E 4 4J 0 0 4 w ca 4 r 4 Regression for 100 -year peak flow, Rifle area. Figure 3.17. BASINI.txt TR -55 Tabular Hydrograph Method Input Summary Description LACY PARK SUBDIVISION - OFFSITE Rainfall Distribution Ia/P Interpolation Total Area Peak Time Peak Flow Given Input Data: BASIN FLOW - 25 YEAR STORM Type II On 3260.0000 ac 12.40 hrs 409.69 cfs Qz5 Subarea D/S Subareas Area Description (ac) CN Tc (hrs) Tt Rainfall (hrs) (in) BASIN1 Support Data: Subarea Name: BASIN1, Row: 1 Sheet Flow 3260.0000 Description Manning's n Flow Length Two Yr, 24 hr Rainfall Land Slope Computed Sheet flow time Messages: Info: Time of Concentration rounded to 0.40 hrs in row <1>. 70 0.35 0.1000 300.00 ft 1.2000 in 0.13 ft/ft > 0.22 hrs Shallow Concentrated Flow Description Surface Unpaved Flow Length 2800.00 ft Watercourse Slope 0.13 ft/ft Velocity 5.82 fps Computed Shallow flow time > 0.13 hrs Messages: Info: Time of Concentration rounded to 0.40 hrs in row <1>. *************************** Total Time of Concentration **************************** > 0.35 hrs Messages: Info: Time of Concentration rounded to 0.40 hrs in row <1>. Page 1 0.00 2.0000 • BASIN2.txt TR -55 Tabular Hydrograph Method Input Summary IP Description • • • • • LACY PARK SUBDIVISION - OFFSITE BASIN FLOW - 100 YEAR STORM Rainfall Distribution Type II Ia/P Interpolation On Total Area 3260.0000 ac Peak Time 12.40 hrs Peak Flow 881.16 cfs G.loo Given Input Data: Subarea D/S Subareas Area Description (ac) BASIN1 Support Data: Subarea Name: BASIN1, Row: 1 Sheet Flow 3260.0000 CN Tc Tt Rainfall (hrs) (hrs) (in) 70 0.35 0.00 2.4000 Description Mannings n 0.1000 Flow Length 300.00 ft Two Yr, 24 hr Rainfall 1.2000 in Land Slope 0.13 ft/ft Computed Sheet flow time > 0.22 hrs Messages: Info: Time of Concentration rounded to 0.40 hrs in row <1>. Shallow Concentrated Flow Description Surface Unpaved Flow Length 2800.00 ft. Watercourse Slope 0.13 ft/ft Velocity 5.82 fps Computed Shallow flow time > 0.13 hrs Messages: Info: Time of Concentration rounded to 0.40 hrs in row <1>. *************************** Total Time of Concentration > 0.35 hrs **************************** Messages: Info: Time of Concentration rounded to 0.40 hrs in row <I>. 40 Page 1 Channel Calculator .given Input Data: Shape Solving for Flowrate Slope Manning's n Height Bottom width 40 Left slope Right slope Computed Results: Depth Velocity 40 Flow area Flow perimeter Hydraulic radius Top width Area Perimeter 41 Percent full Critical Critical depth Critical slope Critical velocity Critical area ................... Critical perimeter Critical hydraulic radius . Critical top width Specific energy Minimum energy • Froude number ................... Flow condition Trapezoidal Depth of Flow 600.0000 cfs 4--- 0.0348 ft/ft 0.0200 72.0000 in 1pprtrc 120.0000 in 0.3603 ft/ft 0.4761 ft/ft k X y r 4cn.) 4),,Nrc0cOr �xtS�,r� 0.�av-vv,e1 31.1815 in* 20.8273 fps 28.8083 ft2 187.6789 in 22.1037 in 146.0802 in 75.0552 ft2 276.2746 in 43.3077 Information 54.1260 in 0.0060 ft/ft 0 • • • we,cC o & - A pc rot 5 icte5k opt -5 of C -okekt `i Cyl ,. 11.1913 fps 53.6131 ft2 237.4794 in 32,5093 in 165.2710 in 9.3396 ft 6.7657 ft 2.3869 Supercritical eG.}r, yr CInC7 N6 f4 TRAFFIC STUDY • i i • • • • • TRAFFIC STUDY FOR LACY PARK SUBDIVISION MAY 4, 1998 PREPARED BY: Les ie A. Hope, E.I. REVIEWED BY: u/1,, Vernon D. Hope, P.E. • 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • FAX: (970) 945-2555 • • • • • • • • • INTRODUCTION This traffic study is for the proposed Lacy Park Subdivision. It is located on the south side of the 1-70 West Rifle Interchange. It is bordered by Highway 6 on the north side and Union Pacific Railroad on the south side of the parcel. The proposed development is approximately 22 acres subdivided into five lots. The current zoning is Resource Lands. FINDINGS The developed traffic volumes are based on the ITE Trip Generation Manual, 5th Edition. Lot 1 is proposed to be a church. The traffic volumes are based on using approximately 80% of the building setback for the church. Lot 2 is the existing Johnson Construction. At the time of the traffic counts, this construction yard was not active. The traffic volumes for this lot was based on a general light industrial use with eight employees. The uses on Lots 3-5 are unknown at this time. We assumed warehouses would be constructed on these lots, using approximately 80% of the building setbacks. For all of these lots we assumed that the entering traffic would be arriving from the east and the exiting traffic would go to the east. This based on the 1-70 interchange and the Town of Rifle being located to the east of this parcel. There is very little traffic generators Located to the west of this parcel. Developed traffic counts are provided in the Appendix. Traffic counts were performed from Friday, March 13, 1998 to Tuesday, March 17, 1998. Hourly traffic volumes and peak hour counts are provided in the Appendix. r- Q 0 Q1 C� t- 0 +.1 N .;ESS LOT WEEKDAY 1 t } W n pi til M M 0 1O } in W Q K o.4 N �`�II+ ACCESS LOT PEAK HOUR > C) rr D o in = 0 2 r 0 42. 07 > (21] u o,. co 77 a p V u',3 N CA - W 0Z a, n T 8c5 C -9C rn +AGo 7:1_ CO r v I C mz U7 O� w Q y. n -co . vs x n t5 -9 i -1 CO o p 1 C N z m to ¢n r� N `p" I-Dc*1 COMM( ENGINEERING, INC. 923 COOPER AVENUE DAVE JOHNSON GARFIELD COUNTY, CO N. T. S. GLENWOCO SPRINGS, CO 81601 {j%0} 5455-$$76 LACY PARC 9LIBDIMION TRP [CATION DES. LAH CK, JOH FILE NO. SHEET 1 -- TRAFFIC OR. LAH DATE 5/1 /98 97104.01 OF 2 4 )lV3d kVG Jf11VS 3IAJVdi ON11SIX3 m z O SSJ3OV L 101 SS330Y £ Z 1031 S S 3 x xv g tr 101 Sw i0 a 4- N 4- V N 0 0 a. t a w ut I -1C401 COUNTRY ENGINEERING NC. 923 COOPER AVENUE t e.IWOOD SPRINGS, CO 81601 (970) 945-8676 TRAFFIC DAVE JOHNSON GARFIELD COUNTY, CO LACY PARK SU6DMS oN TRK' CATION N.T.S. DES. LAH SCK. JDH R. LAH DATE 5/1/98 FILE NO. 97104.01 SHEET 2 ' OF 2 APPENDIX Project 'K.. Sub Job No. ) l0`f,o By tQ1 Date 3Iz5/ 8Ck'd by Date Subject Page of t 1 Church - Popo' g5s.urne.....I01200 -r+ 2 p, Bico -8r1 weekday on LIME Trip Lnezhrr r 54' Edi- or FroLk how- - 5aen rtn9, 50V.exd-ring 31 o,ioD 114 en+ ,r r ex,- f3 loco o Weekck.y p,m. pea* hour- - 54% en rtn9 'x1ln '42 l Di ZOO - 15 q e ir-e ;r'i n 9 Co ex i h food sa:tur ,y -N % enf '►rC\ Z(4 ex+ ' noL Qec hour x,21 i -_J en -Icer t r3 t 000 Car 5+r'uc hon EKL f1 fl3 Ll p E36-89........: ,erc d L oh+ kh 8 efriplOyees we_eiccicky G' rn , peak ‘ ,our -- c c /G e fn+ep i n3 0,Lis 1I. 8 -=> 3 et ken n3 tart e,c '-n ex i++nq UJeekd'y p,m, 1F `-k hour- t9°l{ et +erAr- 5 &a' fo`k �D `ii°Io-eni-ering 0, 5.x...8 = 17._:),- ( - .+`nd. 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • Fax: (970) 945-2555 Project 1,4- p rk JLL] Job No. Qri1C -1-,0i Date of By .44A___ Date 312-5199 Ck'd by Subject Tro4 C Page Lam- 3 Assume . coc ~ehouse% fly ac Z p. it(- tai tKday o rn. pe how 06/c eir er% 50% extf n 1,4500 8 L ell er(n5 } 4 t 0c t k day p.rn.......peckk n,Ld.) . 14500 ►0o v -)0(4--f z X47. e.' A Yr -I r-7 ) 18 0 ii - n 2 en- e 1`r relay peo3A hour - °/a e - er DL[2...=. 2 ..e� �1000 (15,5ume wore h ov '.s t_,..) Kdozy 0,51 Wit}oO©� 3l0Do ext` -1 P. tc114- t9 ns a n, Feak 5o'I en-4er incl .500k exi±f9 * o00 -. fl `i er 4er nc3 ,, ex i n3 °0o - use 15 wee p,01. peak Inauk - ZZ -, ag ooa l ott2 lcoo L 5 12, 51-Lirte en{e..rint a -18!• eK1+ng LI e rlre.rtt5 y9 }o00 CI - am peak hour- -°�'� eweri 0,51* o _ 28 * 1 en--er i t oco pt j% -199 ext, 14-1— u eeKd u— prn peak hour. -r ZZ % e n rer t n9 -In ex+ ` 0.(o 4gooc Zq en-3-eri r Z3 ext' i toxo n 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • Fax: (970) 945-2555 Project LXc9 rbrk Sub Job No. cr l vox b C By0141 Date 3!'2-Skg_ Ck'd by Date Subject Page of La+J Gp peak hoot - (01y. c.f1-ter%n3 34 ex 0,12 1000 erg 2 exi-b 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • Fax: (970) 945-2555 Project LaCy PIrk. Sur Job No. T1104-1 By Date 3/25I R Ck'd by Date Subject -Trcx c Page of LY;.5h nc\ tiei <Ciay p ok, hbor } eo.sk Ofd 41 peak I° hou. j etas+-bnund1 veh. I es vehicles Lieekdy Weekday peck A pea.k how .wed- bound '1Z veNe les he LonEA bound 38 vekodeS Safued Peak 'ha or t s�7ei- bix,Lna 20 vell+cte s Peak hcc y eQsk bou-r"td 3o Vehicles 923 Cooper Avenue • Glenwood Springs, CO 81601 Telephone: (970) 945-8676 • Fax: (970) 945-2555 • • • • • Volume Count Report Generated by MSC3000 Version 2.01 Copyright 1990-1992 ilitron Systems Corporation Location Location Code County Recorder Set Recording Start Recording End ..... Sample Time Operator Number Machine Number . Channel. Divide By Summation Two -Way Friday 03/13/98 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals Lacy Park Sub. West Rifle Hwy 6 Vol west 71044 Garfield 03/13/98 13:47 03/13/98 14:00 03/18/98 14:00 15 Minutes 4 1 1 2 No Yes Channel: 1 Direction: W 15 29 27 14 15 3 2 5 5 0 0 0 1 0 3 0 0 5 15 37 28 26 22 38 290 1 3 11 3 2 0 1 3 0 0 0 5 8 4 3 6 2 0 2 0 0 0 4 11 4 1 5 1 0 0 3 0 0 5 7 8 7 2 0 1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 0 0 0 0 1 3 1 1 4 2 8 6 10 14 7 9 12 3 4 6 5 9 6 4 5 8 5 14 9 8 7 AM Peak Hour 09:30 to 10:30 (42 vehicles)r4m Feakhcu.( 40 AM Peak Hour Factor 75.096- PM 5.0®PM Peak Hour 13:00 to 14:00 (38 vehicles) pr+n peclk haw - PM Peak Hour Factor 67.90 • • r • r Saturday 03/14/98 Channel: 1 Direction: W 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 18 16 11 5 4 1 2 0 0 0 0 0 0 0 4 0 1 4 6 8 8 13 7 9 117 1 3 1 1 2 1 1 0 0 0 0 0 0 0 0 0 0 6 4 7 2 1 0 0 0 0 0 0 0 0 0 3 0 1 6 6 2 0 1 0 0 0 0 0 0 0 0 0 0 0 0 5 3 1 2 0 0 1 0 0 0 0 0 0 0 1 0 0 1 1 1 2 7 1 0 2 2 2 0 1 0 4 1 0 4 4 3 2 2 0 3 1 2 2 4 3 AM Peak Hour 10:30 to 11:30 (14 vehicles) AM Peak Hour Factor 50.08 PM Peak Hour 14:15 to 15:15 (20 vehicles) PM Peak Hour Factor 83.3% Volume Report, 'Lacy Park Sub. West Rifle Hwy 6 Vol west' page 2 Sunday 03/15/98 Channel: 1 Direction: W 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 23 7 16 7 8 0 1 0 1 0 0 1 0 0 2 3 4 9 31 22 31 36 22 11 235 6 4 7 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 4 7 8 7 6 1 10 0 5 1 0 0 0 0 0 0 0 0 0 0 0 0 0 4 9 5 9 8 2 2 2 0 2 3 7 0 0 0 1 0 0 1 0 0 2 3 3 2 10 7 2 9 9 4 4111 5 3 2 2 1 0 0 0 0 0 0 0 0 0 0 0 1 3 8 3 12 12 5 4 AM Peak Hour 10:45 to 11:45 (36 vehicles) AM Peak Hour Factor 75.0% PM Peak Hour 13:30 to 14:30 (24 vehicles) PM Peak Hour Factor 0.0% Monday 03/16/98 Channel: 1 Direction: W 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 17 16 21 8 11 4 0 0 0 0 0 0 0 0 0 3 7 18 27 27 36 26 21 19 261 3 3 5 3 3 2 0 0 0 0 0 0 0 0 0 0 0 0 11 14 5 2 6 4 5 5 5 2 6 0 0 0 0 0 0 0 0 0 0 0 1 2 3 4 17 10 2 3 5 5 5 2 0 2 0 0 0 0 0 0 0 0 ❑ 3 0 6 4 4 5 7 6 9 4 3 6 1 2 0 0 0 0 0 0 0 0 0 0 0 6 10 9 5 9 7 7 3 AM Peak Hour 10:00 to 11:00 (36 vehicles) AM Peak Hour Factor 52.9% PM Peak Hour 12:45 to 13:45 (23 vehicles) PM Peak Hour Factor 63.9% Tuesday 03/17/98 Channel: 1 Direction: W 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 12 16 27 22 8 6 3 1 0 1 2 5 0 0 0 1 21 11 17 9 15 12 13 13 215 2 3 11 6 2 2 2 0 0 1 0 5 0 0 0 0 0 0 2 1 5 0 4 1 1 2 9 7 5 2 0 1 0 0 1 0 0 0 0 0 0 0 5 2 2 3 2 10 4 6 4 3 1 2 0 0 0 0 0 0 0 0 0 0 2 4 7 4 3 5 4 1 5 5 3 6 0 0 1 0 0 0 1 0 0 0 0 1 19 7 3 2 5 4 3 1 AM Peak Hour 06:45 to 07:45 (23 vehicles) AM Peak Hour Factor 30.3% PM Peak Hour .... 15:30 to 16:30 (31 vehicles) PM Peak Hour Factor 70.50 • Volume Count Report Generated by MSC3000 Version 2.01 Copyright 1990-1992 Mitran Systems Corporation Location Lacy Park Sub. West Rifle Hwy 6 Vol East Location Code 71042 i County Garfield Recorder Set 03/13/98 13:47 Recording Start 03/13/98 14:00 Recording End 03/18/98 14:00 Sample Time 15 Minutes # Operator Number 4 Machine Number . 1 Channel 2 Divide By 2 Summation No Two -Way Yes • • 1-71A k. Friday 03/13/98 Channel: 2 Direction: E 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 19 23 28 12 9 7 2 3 4 2 1 0 0 1 0 0 3 5 9 36 41 27 32 27 291 8 7 11 4 2 3 1 0 4 1 1 0 0 0 0 0 0 0 1 3 14 12 7 9 4 6 8 4 1 2 1 0 0 0 0 0 0 0 0 0 2 3 2 11 8 4 6 6 3 4 5 2 3 0 0 0 0 0 0 0 0 0 0 0 1 2 3 11 10 4 11 9 4 6 4 2 3 2 0 3 0 1 0 0 0 1 0 0 0 0 3 11 9 7 8 3 AM Peak Hour . 09-15 to 10:15 4 7 vehicles ) P'eotk A.M. 'ti-IDor 40 AM Peak Hour Factor 83.90 PM Peak Hour 12:15 to 13:15 r34 vehic es PM Peak Hour Factor 77.30 • Saturday 03/14/98 Channel: 2 Direction: E 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 27 30 19 6 8 0 2 3 0 0 0 0 0 0 1 2 2 4 9 11 13 10 8 13 168 6 5 5 2 1 0 0 2 0 0 0 0 0 0 0 0 0 1 1 1 3 5 1 4 6 8 5 0 2 0 1 0 0 0 0 0 0 0 0 0 0 1 1 3 4 3 3 4 4 6 7 2 2 0 0 0 0 0 0 0 0 0 1 0 1 1 4 3 3 1 1 2 • 11 11 2 2 3 0 1 1 0 0 0 0 0 0 0 2 1 1 3 4 3 1 3 3 • • • AM Peak Hour 10:15 to 11:15 (15 vehicles) AM Peak Hour Factor 75.0% PM Peak Hour 14-45 to 15:45 4(1vehi c l s) } PM Peak Hour Factor 68.2% • Volume Report, 'Lacy Park Sub. West Rifle Hwy 6 Vol East' page 2 Sunday 03/15/98 Channel: 2 Direction: E 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totats S 21 10 17 12 9 5 2 0 0 0 1 1 0 0 1 0 6 6 20 32 17 26 36 11 233 4 1 4 9 1 5 0 0 0 0 0 0 0 0 0 0 1 1 2 8 5 5 15 1 0 3 5 2 3 0 0 0 0 0 1 0 0 0 0 0 1 0 3 5 4 11 9 1 9 3 5 0 4 0 2 0 0 0 0 0 0 0 1 0 2 4 6 9 3 6 1 3 8 3 3 1 1 0 0 0 0 0 0 1 0 0 0 0 2 1 9 10 5 4 11 6 AM Peak Hour 09:00 to 10:00 (32 vehicles) AM Peak Hour Factor 80.00 PM Peak Hour 12:00 to 13:00 (36 vehicles) PM Peak Hour Factor 60.0% 40 Monday 03/16/98 Channel: 2 Direction: E 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 16 14 28 10 9 6 0 0 0 0 0 0 0 0 0 0 9 12 17 24 32 28 36 17 258 2 4 7 6 2 3 0 0 0 0 0 0 0 0 0 0 0 2 1 6 9 6 5 1 • 5 3 5 0 2 0 0 0 0 0 0 0 0 0 0 0 0 3 10 7 8 4 13 10 7 5 9 4 5 1 0 0 0 0 0 0 0 0 0 0 4 5 1 7 12 6 10 2 2 2 7 0 0 2 0 0 0 0 0 0 0 0 0 0 5 2 5 4 3 12 8 4 AM Peak Hour 09:45 to 10:45 33 vehicles) AM Peak Hour Factor 68.84 40 PM Peak Hour 12:00 to 13:00 36 vehiclesp%)*..,PMV6ir PM Peak Hour Factor 69.2% Tuesday 03/17/98 Channel: 2 Direction: E 1500 1600 1700 1800 1900 2000 2100 2200 2300 2400 0100 0200 0300 0400 0500 0600 0700 0800 0900 1000 1100 1200 1300 1400 Totals 17 23 22 20 15 4 3 3 0 0 1 0 0 0 1 0 7 10 14 19 13 15 9 17 213 1 4 6 8 3 3 1 1 0 0 0 0 0 0 0 0 0 1 4 7 2 6 3 4 7 9 6 5 6 0 2 0 0 0 1 0 0 0 0 0 3 3 2 5 4 6 3 6 5 5 4 3 1 1 0 2 0 0 0 0 0 0 0 0 2 3 5 2 3 2 1 3 4 5 6 4 5 0 0 0 0 0 0 0 0 0 1 0 2 3 3 5 4 1 2 4 • AM Peak Hour 08:30 to 09:30 20 vehicles' AM Peak Hour Factor 71.4% PM Peak Hour 15:15 to 16:15 (15 vehicles PM Peak Hour Factor 69.4% • • • • • • WATER INFORMATION • • • • 1 • • • • Apr. 21 ' 98 7:41 SPNYU FRX +303-625-2888 RIFLE FIRE PROTECTION DISTRICT April 21, 1998 Garfield County Building and Planning 109 8 Street Glenwood Springs, Colorado 81601 Attention: Eric McCafferty Reference: Lacy Park Subdivision Mr. McCafferty, I have recently been discussing the District's recommendations for water supply of the proposed Lacy Park Subdivision with Mr. DA -e Johnson. In these discussions, we have considered several options to provide adequate fire flows. It appears _� `1 time that the two possible options would be construction of a storage pond for fire suppression water, or an extension of a water main from the City of Rifle. Obviously there are many unanswered questions in regards to extension of a water main. lr. Johnson and I have agreed to work together to pursuit the feasibility of extension of the water line. In the mean time, plans for the subdivision will reflect the installation of a storage pond. Although this pond would not be the ideal situation, Nr, Johnson 18 aware of the risks involved and potential delays in suppression efforts with the storage pond scenario. The District is comfortable with the drawings as they exist and will continue to work with Mr. Johnson to research the possibility of a water line extension. Thank you and feel free to contact me if you have any questions. Sincerely, "Mike Mang.n District Chief xc: Dave Johnson Teaephone (970) 625-1243 • Fax (970) 625-2963 1850 Railroad Avenue • P.O. Box 1133 • Rifle. Colorado 81650 P. 1 • • • • • WEST DIVIDE WATER CONSERVANCY DISTRICT 125 WEST FOURTH STREET, #206 P. O. BOX 1478 RIFLE, COLORADO 81650-1478 TELEPHONE AND FAX: (970) 625-5461 Officers President 876-2821 Kelly Couey 4745 C.R. 315 Silt. CO 81652 Vice Prelident Samuel 8. Potter 0598 C.R. 323 Rifle, CO 81650 Treasurer/Alternate Sec. LaVerne Starbuck 3106 C. R. 342 Silt, CO 81652 Secretary William M. Dim 0090 Sunlight Dr. Glenwood Springs, CO 81601 April 29, 1998 David and Anna Johnson 2720 Railroad Avenue Rifle, CO 81650 Dear Mr. and Mrs. Johnson: Re: Water Allotment Contract No. 970707DAJ(a) Board of Directors Kelly Couey 4745 C. R. 315 Silt, CO 81652 William M. Dim 0090 Sunlight Dr. Glenwood Springs. CO 81601 LaVerne Starbuck 3106 C.R. 342 Silt, CO 81652 Larry S. Axthelm 1002 Cooper Ave, Glenwood Springs. CO 81601 Samuel 8. Potter 0598 C.R. 323 Rifle. CO 81650 • Your application to amend the above -referenced contract from 1 acre foot to 5.6 acre feet was approved at the last Board of Directors meeting. Upon payment of the enclosed statement in the amount of $713.00, 1 will forward a copy of the approved contract. • Sincerely yours, ft ackcta_U Janet Maddock Administrative Assistant • Enclosure cc Barbara Kozelka • • • • • CALOLA & HOUPT, P.C. ATTORNEYS AT LAW 1204 GRAND AVENUE GLENWOOD SPRINGS. COLORADO 81601 SHERRY A. CALO[.A JEFFERSON V. HOUPT BARBARA R KO7F[ KA Colorado Division of Water Resources Department of Natural Resources 1313 Sherman Street, Room 821 Denver, CO 80203 March 25, 1998 R}ECIEV 1117) 1988 TELEPHONE: (9701 945-6067 FACSIMILE: L970) 945-6292 E-mail: ralvia&houp[@sopris.net Re: Water Well Permit Application (Change of Use); Permit No. 048897-F • Dear Division Representative: • • • • • • Enclosed please find the following: a. A Water Well. Permit Application (General Purpose) for change of use regarding permit no. 048897-F. The change of use requested is for an increase from one acre-foot annually to 5.6 acre-feet annually, and an increased pump rate to 15 gpm. b. Our check for the requisite fee amount of $60.00. c. An authorization form signed by the applicants. d. Attachments depicting the location of the well and property to be served. e. A copy of the original well permit. f. A recent pump test report. Please call if you have questions or need more information. Thank you for your assistance. Very truly yours, CALOIA & HOUPT Barbara P. Kozelka BPK:fm encls. cc: David & Anna Johnson Dwight Whitehead, Div. 5 Leslie Hope, High Country Engineering J0HTiSON-DWR-itr-1 + COLORADO DIVISION OF WATER RESOURCES DEPARTMENT OF NATURAL RESOURCES 1313 SEIER%IAiN ST., RM. 818, DENVER CO 80203 phone - Info: (303) 866-3587 main: (343)866-3581 GENERAL PURPOSE Water Well Permit Application (Please note: other forms are available for specific uses including - residential, livestock, monitoring/observ., gravel pits, registration of old wells) III Review instructions prior to completing form Must be completed in black ink or typed 1. APPLICANT INFORMATION iNarne of applicant David & Anna Johnson 6. USE OF WELL (please attach detailed description) Malang Address Attn:Barbara Kozelka Caloia & Haupt, P.C. 1204 Grand Avenue ❑ INDUSTRIAL 0 OTHER: x COMMERCIAL ❑ MUNICIPAL ❑ IRRIGATION • FEED LOT — number of head 7. WELL DATA City Glenwood Springs Stale Trp Code CO 81601 Maximum pumping rate 15 gpm Annual amount. 5.6 acre-feet Telephone number `include area code) (970) 945-6067 Total depth 75 feet Aquifer nla 2. TYPE OF APPLICATION (check applicable box(es)) ❑ Construct new well ❑ Replace existing well 0 Change (source) Aquifer O Other: O Use existing well x Change or Increase Use O Reapplication (expired permit) $, LAND ON WHICH GROUND WATER WILL BE USED A. LEGAL DESCRIPTION (rnay be provided as an attachment): See attached Exhibits A (legal description ) and B (survey map of 5 lots) (If used For crop irrigation, attach scaled map that shows irrigated area.) 3. REFER TO (if applicable): Water court case # nfa Permit # 048897-F B. # acres 22 C. Owner David & Anna Johnson Emergency Verbal # -VE- Monitoring hole acknowledgment # MH - D. List any other wells or water rights used on this land: See reference in permit to WDWCD Contract #970707DAJ(a) for which amendment is being concurrently requested Weil name or # (see permit number above) 9. PROPOSED WELL DRILLER (optional) 4. LOCATION OF WELL Name nla License number County GARFIELD Quarterlquarter SE Y4 Quarter SE /4 10. SIGNATURE of applicant(s) or authorized agent Sectton 14 Township N or S 6 0 Range E or W 94 0 Principal Meridian 6th Distance of well from section lines 111 ft from ❑ N X S 142 ftfrom XE❑w The making of false statements herein constitutes perjury in the second degree, which is punishable as a class 1 mis- demeanor pursuant to C.R.S. 24-4-104(13)(a). I have read the statements herein, know the contents thereof, and state that they are true to my knowledge. Wall location address, if different from applicant address Ill applicable' 54. attached Exhibits A (legal description) and B (auvey map" For replacement wells only - distance and direction from old well to new welt feet direction /rive Barbara P, Kozelk Attorney nate Mar.25, 1998 OPTIONAL INFORMATION 5. TRACT ON WHICH WELL WILL BE LOCATED A. LEGAL DESCRIPTION (may be provided as an attachment): Please see attached Exhibits A (legal description) and B (survey map) USGS map name DWR map no. Surface elev. B. STATE PARCEL ID# (optional): C. is acres in tract 22 D. Owner David & Anna Johnson E. Will this be the only well on this tract? x YES 0 NO (if other wells are on this tract, see instructions) Office Use Only USE(S) DIV CO WD BA MD • • • • • • • • • • DAVID & ANNA JOHNSON 2720 Railroad Avenue Rifle, CO 81650 March 20, 1998 Barbara P. Kozelka Caloia & Houpt, P.C. 1204 Grand Avenue Glenwood Springs, CO 81601 Dear Barbara: We hereby authorize the law firm of Caloia & Houpt, P.C., to execute, deliver, amend and accept delivery of any and all necessary documents relative to the application for well permits or change in use to be filed on our behalf. We further authorize said law firm to generally do any and all things on our behalf, which attorneys in their discretion shall deem necessary or proper with regard to the application for well permits. I understand that a copy of this authorization may be submitted to the State in lieu of the original authorization. JOHNSON -authorization -1 721,4,-1 „J(1_,4 Anna Johnson F72Cr1 : I CWCD AND REP R! BSc"! C ECRSE PHCNE NO. : 970 5:' 5081 mPR. 12 1958 25:15Aim P1. 544 RIFLE SITE 0N. 3721 FEBRUARY 27, 1997 SHEET 1 OF 2 HIT A PARCEL OF LAND BEING ALL OP THAT LAND DESCRIBES] IN THAT CORRECTION DEED FROM CATHEDRAL BLUFFS, SHALE OIL COMPANY TO RIO GRANDE LAND COMPANY, AS RECORDED IN BOOT( 672, PAGE 679, JULY 22, 1985 IN TH2 OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, SAID PARCEL BEING ALL OF PARCEL "A" DESCRIBED IN THAT DEED FROM RIO GRANDE.LAND CO. TO SOUTHERN PACIFIC TRANSPORTATION COMPANY, AS RECORDED IN BOOK 888, PAGE 25,' DECEMBER 29, 1993 IN THE OFFICE OF SAID GARFIELD COUNTY_ CLERK AND RECORDER, .SAID PARCEL SITUATED IN SECTIONS 13, 14 AND 24, TOWNSHIP 6 SOUTH, RANGE 94 WEST OF THE SIXTH PRINCIPLE MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: agaIEN_IEG AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.S. INTERSTATE HIGHWAY NO. 70, WHENCE THE NORTHWEST CORNER OF SAID SECTION 23 BEARS S 870 471 244 W, 3995.88 FEET; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE TSE FOLLOWING EIGHT (8) COURSES: N 670 34' 43" E, 373.33 ?EET; N 72° 43' 8 82° 13' S 718 46' 30" E, 30" E, 00" E, ALONG - A TANGENT OF 32' 00' 00", 350.46 FEET AND 564.60 405.90 343.60 FEET FEET; FEET; CURVE TO THE LEFT, HAVING A CENTRAL ANGLE A RADIUS OF 627.50 FEET, AN ARC LENGTH OF OF WHICH THE CHORD BEARS S 878 46' 00" 345.90 FEET; 6) ALONG A NON -TANGENT CURVE TO 'THE LEFT, HAVING A CENTRAL ANGLE OF 578 37' 50"-, A RADIUS OF 325.00 FEET, AN ARC LENGTH OF 325.90 FEET AND OF WHICH THE CHORD BEARS N 47° 19' 00" E. 313.20 FEET; 7) N 860 20".00" E, 767,70 FEET; 8) S 83' 35' 00" E, 301%50 -FEET TO A.. POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE DENVER AND.. RIO GRANDE WESTERN RAILROAD; FRO1 : tzuci5 PtstD REP RI c GEORGE PHCNI rte. : 97+2 525 5461 h'AR . 12 1996 39: 16AM P2 RIFLE SITE JN. 3721 FEBRUARY 27, 1997 SHEET 2 OF 2 THENCE LEAVING SAID SOUTHERLY HIGHWAY R.O.W. LINE, S 51° 44' 50" W. 519.14 FEET ALONG SAID NORTHERLY RAILROAD R.O.W. LINE; THENCE CONTINUING ALONG SAID RAILROAD R.C.W. LINE, ALONG A CURVE TO. THE RIGHT, RAVING A CENTRAL ANGLE OF 08° 38' 474, A RADIUS OF 2815.00 FEET, AN ARC LENGTH OF 424.81 FEET AND OF WHICH THE CHORD BEARS S 56° 04' 14" W, 424.41 FEET; 'THENCE N 86° 13' 14" W, 2501.87 FEET TO THE POINT OF BEOZMNIng, AND CO3TAINING 21.77 GROSS ACRES AND 21.77 NET ACRES. THE ABOVE PARCEL DESCRIPTION WAS PREPARED BY .DAVID L. STUFFLEBEANi UNDER THE SUPERVISION OF DAVID -C. DI FULVIo PLS NO.16401 AND IS BASED UPON THAT PARCEL. DESCRIPTION IN SAID CORRECTION DEED RECORDED IN BOOK 672, PAGE 679, JULY 22, 1985. FOR AND ON BEHALF OF BENCHXA, J 7430 EAST SUITE 120 ENGLEWOOD ;SURVEYING, LTD. .CALEY AVENUE A COLORADO 9 0 i Z i • • • • • • • • • �C AL NOTES Y "'C 0. USr1,C 5077.:,t3 .071 50•0010.. raS .77:74 00.13 1555 a'CJ. c0 -.re. t.CIr4U1000. •C.. ,.0,.07.011, •377. T. .0,0,0.* L0T3 ..LL j( r(sorrrs.r(E 700 .. G41.((77C0 14.1..0E SryOY ^0 0[,X0.0040 •`0 .[000E0 7E -C.1=00 Exhibit 7. .LL X0.1,1 7'5(0, 1000 i/90716.71077k•0 00 0'0 00(.0. *00.. 0t .770.7.57K0 •+ c0.r ,.,e03 5E1''CE `0007.Qp1T '01 !Tar; 0o t0t.C"'077'Er100, E0CC0' 03 00040 . "04 0 0Cs.L' :04.r.c.3. '+[ E`y.TO.S'0r 00'.47 3[ Hsro.3084( ++4 714&4 '00 u.. 0a'44L3 '0. 0r '00(0O Or. SEIMICES trarE0 1' '04 MrtITT.40,00.. • . '^d 371070'30 05047. :071.0.. 7775 :075r77545=077 400..r•0.s '0 r..( 450[4 f. *.•. ,K 1, r( +E 0.00705700 515-01-L 540 00[775757C }10510[ '070 WU 75,70.1 'wE �wiyr 7.3477, Y '••C +0710,5 00.40 ...4‘.0-10. 0. '00 .Cernc.S Y ..04004.0-0.0 50061 x100 tiH 0E00 '0.0,7[0 3.0040 r1,1.• r* 7455. 00rr31M' 10.10[51 C. &..3, 0440 7000%7701Q775 ..er4491. 50!47 r• cvr..ios. 041 570'.7z5.5. r. (L.0 Lae050S •0 004 .77or407ci3. 00c3X or., r.(s. •o 30-70.n. ...1 '100. 1EPr(scor +C'L:Y '0E1.7 :Moroi Eton. r '1 -04 '0 4707L110 Of 'If 000CC00 "0 C'00T.Cr .7,0. '.171,, rr cow...CS 000 r,Et4 :.4[01.00 Y 571401100 .700. '0 CC07310u0T700, 0!r OR CsCJ,v41r1g.. • - 0.L r.1C0 SE0v4CE1 41.44 3[ ..r3T.\0.40 .7M a S'3• 700100 0(0,171 W '•Q7[.. F %.a0[ g0aFL0C00 OCCtw 7700 E0.rE100 00041,000. T04 .10MM° '001(0 SEO50CE 7,100E C.. M +007(0 00,0000 Our 004 1'3" .0..1704E 0(010 QF "..10(11 1i .7.,.0..40. [003700[ 00 077 .r0 0:11750•1/311" .074[4 '0 77',.04 '•0•[077 3, '0C _0.r.'Cr0* 0.,7300E "•130 1 r....410 01 ••qA[ •00 +4.0.431014 OF •+ •rC -.[. � u4L 31 '00 1(3.•i05.00LLrr OF .7„i 0(CO. r*700.0..4 T• s. c0.777.croa '0 'Cr '0..,rr..al.3 r• -07.070 . 70,''74£ y ur ...r(. swr )fir .O.0 .01,C1. ... 3E 0(3,0E0 .•-c...A4 :05.404 .001. 0. '0. C3rr..0Lr001 S•.ti4 '•0•c. 700 '0 *10140 00 WCT '0 EII ST[.0 frit,.11(0. '0.(04.0 Euro ..0 •yrrCrC'C,.. +LL :3C.107770 rrrai as •0 04 1000 '06. }"[ 00TX .ILL 00 4 00.0,4'00 S E.4"'rE 3YS.30 L'r •... 00 4(0.,.00; 0.. .'C0 "0 ".0 O 0.00.4100, 0.010 • SI*. „,. '.00 -4___.•* --'-' dry +-r---~•-�--• -r _-c. � -5--- 75 75 'M1' a .R4 Frr97 017704 Lai- 1 • .' 41r{�.... .,.. • • r-0• pt • r ALP 0' ,0./11.0 0' SEwgl naw 30. 00003...0-1000 or ...MO Eau.. .r▪ ru+r '!0.4 « mt 470 5.45170 TO 411;7, ✓ ' •3• swr 414 r" . 3` . e •.c SOrt/T4.1. 90 r0[ SEWER CLEAN OUT DETAIL 001,0, 0100.0.. t. 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X saaare. r tt Er 00434.c asr•+a.a . jl•�._._ ' LOT r,I j1 • I ^:.. /, `.;•�-. -ar wsrawt ,I ai1r17•4.rrco.44; 'ww.tl rr ..srr+.w c•ParaM a[014.444.0. 4 •.u.ac er[06401 Yna •.._a.. 09...041,e4 -•.L ^e• r ranrl Ir.c Tram To -ram ul..wt AO. xur-c .a. •.r..a 1.40,X. 4II.w WATER SERVIC DETAIL Y. r.. s. a*aaYrr+ us a.s WO. ca. o.F. 4. 31.Q. 01C >AAATLAYAKAWhNal Iain aaa uro.sw re ..auu OR CtA. ,(rFJI a vau.r, .K1T* wsrl4.. nea. IV a r,cn .I5C NCLEVIt 4..0. 4 C.4•a•i7.4 d0. araC. GRAPHIC SCALE i - .1;1• = y T01MO- l t i.aa-cow n. LEGEND '- G DIVING CAS UAW ExiS1NG P130 OPTIC LAE sX1S�r.G ELEC:StIC .40.E - E — E1us7I++G ONERl•CW E3-EG'01C - [ - E%iSTING %ENC£ UNE Z. CJ 4a. 94QB341 A•EET 3 7 3 • FROM : IJCLCD PND REP RUSSELL _:ERaC vr�rr,'e NO. : 970 625 5461. r 1 If� "PR. _ , y 09•1 rp F.. � � � �G� r R.9 2,N %+IFLE GAP sTA i C RECREATION AREA�r' t r t 1O5 I 36/ s 1 .• , { j '1.1004111 56' 1— .— 40E3 Jls2 ' t4 t 1f `' 6 1 , k ,,.)---,i— ----4, 12 6 r 1 r�` .. .jELT �__- s a r j •'3 52 r�- r 25 } M1 I 1 i 1, : S !C t 1I 1 ' G l`�t S 1 r: t r • Form No, GWS -25 • • • • • • • APP? !CAN'T FAX r2 Z—tSc5-2eeb OFFICE_ OF THE s"TATE ENGINEER COLORADO DM.JN OF WATER RESOURCES ata Contenniar 91dg., 1313 Sharman St, Carrv+x, Colorado .50203 (303 8138-33a1 DAVID & ANNA JOHNSON 2720 RAILROAD AVE RIFLE CO 61650- (970) 625-2251 PERMIT TO USE AN EXISTING WELL - 7t Yt t.• f S. r.y 1095 WELL PEP,Mrr NUMBER 0 '21 5 8 57 DIV. 5 CNTY. 23 WO 39 DES. BASIN MD LOC 81.xk: F;Iln4: Subciiv: APPROVED WELL LOCATION GAPF1ELD COUNTY SE 1/4 SE 1/4 Section 14 Twp 6 S RANGE 94 W 6th P.M, DISTANCES FROM SECTION LINES 111 Ft from South Section Line 142 Ft. from East Section Line 1) ISSUANCE OF THIS PERMIT i:OES NOT CONFER A WATER RIC3HT CONOMONS OF APPROVAL T711a wail snail de used in such a way es to cause no material lnlury to existing water rights. The issuance of the permit does not assura the applicant that no 'n!'.ury will occur to another vested water right or preclude another owner of a vested water right from seeking yeller Ina civil court action. 2) The construction of this wail shalt be in compliance wfth the Water Wait Conatruction Rules 2 CCR 402-2, unless approval of a variance has t. eon granted by the State Board cf Examiners of Water Weil Construction and Pump installation Contractors In accordance with Rule 18. 3) Approved pursuant to CPS 37-90-137(2)10r the construction of a wgtt, appropriating ground water tributary to the Colorado River, as an alternate paint of dtveraicn to the Avalanche Canal and Siphon, on the condition Met the welt shall be operated only when the West Divide Wafer Conservancy District's substitute water supply plan, approved by the State Engineer. is in effect and when a water aI1otrrtent contract between the well owner and the West Divide Water Conservancy District for the release of replacement water `ram Rued Reservoir is In effect, or under an approved pian for augmentation. WOWCD contract #970707DAJ(a). 4) The use of ground water frarrt this well 1s limited to commercial usa associated with a construction shop and once and the Irrigation of not more than 250 Square feet of landscaping. AZ usa cf :his well wait be curtailed unless the water allotment contract Or a plan for augmentation is in affect, 5) The maximum pumping rate snail not exceed 5 GPM. 6) The average annual of amount of ground water to be appropriated snail not exceed one (1) acre-foot (325,850 gallons). 7) A totalizing flow meter must be installed on this well and maintained in good working order. Permanent ecorda at dtversione must be maintained by :he well owner (recorded at least annually) and submitted to the Division 'Engineer upon request. 8) The welt shall be located not more than 200 feet tram the location spectfled on this permit and not 'ass than 600 feet from any aaristing well, 9) The owner shad[ mark the well in a oonsolcuous place with well permit number(s), name of the aquifer, and coup case number(s) as appropriate. The owner shall teke necessary means and precautions to ~reserve these markings_ 10)Approved for the installation cf a pump In, and the use of. an existing well, constructed on June 3, 1997, to a depth ct 70 feel, under monitoring ncle notice MH -.3318, acknowledged June 3, 1997. 11) This permit nee been approved for a well lccaticn of 1 1 1 feet from the south section line to place an this parcel (application Indicates 111 feet from the north section line). You are hereby notified That you have the right to appeal the issuance of This permit, by filing a written request whit this office within sixty (60) days of the date of issuance, pursuant to the State Administrative Procedures Act. (Seo Section 24-4-104 through 106, C.Fi.S.). fib 9-,;,,5--}7 AFPF10VED J02 Receipt No. ,4!Le Simko snow... 0418208 DATE ISSUED SEP 1997 EXPIRATION DAT- SEP 26 1998 Mir -20-9$ 01:16P SAMUELSON PUMP CO. INC. P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81602 945-6309 January 15, 199i Dave Johnson Const. 2720 Railroad Ave. Rifle. Co. 81650 Attn; Dave On January 13, 19951 a well test was conducted on a new well on the Johnson property west of Rilfe. The following information was obtained; Well Depth 75`_0,1 Casing size (top) 7"(steel) Standing water level 44'-8" Total test time 4 hrs_ Drwdown @ 4 hrs. @ 15 qpm 47'-6„ Production 15 qpm. This test was conducted with a 1/2 Ho. Submersible Model 10SP05 Sta-Rite. If You have Questions please call me Raun Samuelson at 945-6309. Sincerely. Raun Samuelson P_ Qi SHERRY A. CALOIA JEFFERSON V. HOLPT BARBARA P. KOZELKA CALOIA & Hour, P.C. :ATTORNEY'S AT LAW 1204 GRAND AVENUE GLENWOOD SPRINGS. COLORADO 31641 March 25, 1998 Janet Maddock West Divide Water Conservancy District P.O. Box 1478 Rifle, CO 81650-1478 TELEPHONE: 19701945-6067 FACSIMILE: 19701 945-6292 E-mail; caloia&houpteasupris.net Re: Application for Amendment to Water Allotment Contract for David & Anna Johnson Dear Janet: Thank -you for talking with me on Wednesday. Enclosed please find a completed application for amendment of the water allotment contract currently in effect for David and Anna Johnson regarding their well (permit no. 048897-F), together with the $110 amendment fee. The amendment seeks to increase the contract amount from 1 acre foot annually to 5.6 acre feet annually. Attached to the application are copies of the following: a. A legal description and survey map of the Lacy Park Subdivision showing the Iocation of the well and use of the water; b. A copy of the well permit; c. A copy of a memorandum provided by High Country Engineering regarding increased use calculations (please see my note below). d. A copy of a recent pump test report by Samuelson Pump Co. e. An authorization form signed by the Johnsons. Please note we have reduced the amount of additional water being requested from the calculations shown on the engineer's memo. For Lots 3, 4 and 5 (undeveloped but intended for commercial use), the engineer's calculation was based on buildable square feet multiplied by the District's contract rate multiplier. However, the resulting amount of water is unnecessarily excessive, thus we have reduced the amount requested to one acre-foot per lot. JOHNSON-WDWCD-ltr-I CALOIA & Hot vr, P.C. J. Maddock WDWCD March 25, 1998 Page 2 For lot 2, we are requesting the District's minimum amount required of 1 acre foot (which is close to the engineer's calculation based on current actual use, although 0.9 less than a square foot calculation using the District's multiplier). For lot 1, the engineer's calculation for 1.6 acre-foot per year is based on Department of Health guidelines. While the Department's assumptions may be generous based on church use alone, the additional 0.6 acre foot per year aver the District's minimum may be useful in the long run regarding additional uses of the church facility. Please call with any questions or if you need more information. Very truly yours. CALOIA & HOUPT, P.C. Barbara P. Kozel BPK: fm encls. cc: David & Anna Johnson Leslie Hope, High Country Engineering JOHNSON-WDWCD-itr-1 • CONTRACT n ..CONTRACT T Name Map ED No, 2 5 6 Date ActtvaLed 7.124/97 APPLICATION AND DATA FORM TO AMEND WATER ALLOTMENT CONTRACT WITH WEST DIVIDE WATER CONSERVANCY DISTRICT 970707DAJ(e) AMENDED FROM 1 David & Anna Johnson A. . TO 5.6 A.F. Mailing Address 1 "al roa+ venue, i e, u • Telephone Number 970 /625-2251 Authorized Agent or Representative Caloia & Houpt, P.C.(attn:Jeff Haupt, Esq.' •B WATER RIGHT OWNED Name of Right We Type of Structure Location of Point Garfield County, 4 6th P.M. (111 fee Water Court Case No. BY APPLICANT 11 OR BEING APPLIED FOR or Right W e l 1. of Diversion SE 1/4 SE 1/4 t from South N/A (description from decree or permit) Section 14 Township 6 South, Range 94W Section Line, 142 feet from East Section?ine) Well Permit No. 048898-F (Attach copy of permit) C. INTENDED USE OF LEASED WATER Location of Area of Use (Include metes and bounds legal description of property on which water right is to be used. May be attached as Exhibit) 4 See attached Exhibit "A" (legal description), and attached Exhibit "B" (survey map) • i Total acreage of above -referenced parcel 22 Address of above --referenced property Lacy Park Subdivision at West Rifle I-70 Interchange Description of Use Commercial Total Number of Dwelling Units 0 Number of Constructed (Units 1 Number of Vacant Lots 4 (of 5 lots total) Potable Water System Well Waste -Water Treatment System septic and leach field Type of meter or measuring device totalizing flow meter Projected Monthly Volume of Leased Water Needed in Gallons: THESE FIGURES ARE ACTUAL DIVERSIONS OR CONSUMPTIVE USE ONLY (Actual diversions must be used unless contractee has an augmentation plan) Jan. Feb. Mar. Apr. May June. July Aug. Sept, Oct. Nov. Dec. Annual Total Gallons 1.824.765.6 Maximum Instantaneous Demand 15 OTHER REMARKS O) /798 Date applied Acre Feet 5.6 Spm h 1- -r f •-gft-6G 6 ApplicantCalia Houpt, P.C. Attorneys or Ap (ants Attn: Jefferson oupt or B. Kozelka App .( arnand Ave .. ,G1enwuud 3pc ingS CO 81601 (970)945-6067 • Date approved WEST DIVIDE WATER CONSERVANCY DISTRICT President • FRf'. * : UCUCD AND REP RLQ E L. OCRGE PI -CNE NO. : 970 .SS.e^S 5461 MPR. 12 1.938 09:15PM Pt RIFLE SIZE JN. 3721 FEERUARY 27, 1997 SHEET 1 0F 2 EXHIBIT A A PARCEL OF LAND BEING ALL OF THAT LAND DESCRIBED IN THAT CORRECTION DEED FROM CATHEDRAL BLUFFS SHALE OIL COMPANY TO RIO GRANDE LAND COMPANY, AS RECORDED IN BOOK 672, PAGE 679, JULY 22, 1985 IN THE OFFICE OF THE CLERK AND RECORDER OF GARFIELD COUNTY, SAID PARCEL BEING ALL OF PARCEL "A" DESCRIBED IN THAT DEED FROM RIO GRANDE.LAND CO. TO SOUTHERN PACIFIC TRANSPORTATION COMPANY, AS RECORDED IN BOOK 888, PAGE 25,• DECEMBER 29,' 1993 IN THE OFFICE OF SAID GARFIELD COUNTY CLERIC AND RECORDER, SAID PARCEL SITUATED IN SECTIONS 13 14 AND 24, TOWNSHIP 5 SOUTH, RANGE 94 WEST OF THE SIXTH PRINCIPLE MERIDIAN, COUNTY OF GARFIELD, STATE OF COLORADO, DESCRIBED AS FOLLOWS: =GANG AT A POINT ON THE SOUTHERLY RIGHT-OF-WAY LINE OF U.5. INTERSTATE HIGHWAY NO. 70, WHENCE THE NORTHWEST CORNER OF SAID SECTION 23 BEARS S 87° 47" 24" W, 3995.88 FEET; THENCE ALONG SAID SOUTHERLY RIGHT-OF-WAY LINE THE FOLLOWING EIGHT (8) COURSES: 1) N 67° 34' 43" E, 373.33 FEET; 2) N 72Q 43' 30" E, 564.50 FEET;, 3) 5 82° 13'.30" E, 405.90 FEET; 4) S 71° 46' 00" E, 34.60 FEET; 5) ALONG -A TANGENT CURE TO THF. 'LEFT •HAVING A CENTRAL ANGLE OF 32° 00' 00". A RADIUS OF 627.50 FEET, AN ARC LENGTH OF 350.46 FEET AND OF WHICH THE CHORD BEARS S 87° 46' 00" E. 345.90 FEET; 6) ALONG A NON -TANGENT CURVE TO 'THE LEFT, HAVING A CENTRAL ANGLE OF 57° 37' 50"., F1. RADIUS OF 325.00 FEET, AN ARC LENGTH OF 326.90 FET AND OF WHICH THE CHORD BEARS N 47° 19' 00" E, 313.20 FEET; N 86° 20'.00" E. 767.70 FEET; 7) 8) S 89° 35' 00" E , 301 % 5 0 - FEET TO A.- ?O INT ON THE NORTHERLY RIGHT-OF-WAY LINE OF THE DENVER A D, RIO GRANDE WESTERN RA I LROAD ; 9rt Fr` M : WELCD AND REF OCE Fi-'CNE LLC. : 970 52S 5461 14AR, t2 1958 2 :16pm P2 RIFLE SITE IN. 3721 FEBRUARY 27, 1997 SHEET 2 OF 2 THENCE LEAVING SAID SOUTHERLY HIGHWAY R.O.W. LINE, S 51° 44' 50a W, 51.9.14 FEET ALONG SAID NCRTHE.Rx.Y RAILROAD R.O.W. LINE; THENCE CONTINUING ALONG SAID RAILROAD: R.O.W. LINE , ALONG A CURVE TO . THE RIGHT, HAVING A CENTRAL ANGLE OF 08° 38' 474, A RADIUS OF 2815.00 FEET, AN ARC LENGTH OF 424.81 FEET AND OF WHICH THE CHORD SEARS 5 56° 04' 14" W, 424.41 FEET; THENCE N 86° 13' 14" W, 2501.87 FEET TO THE POINT 0? ZWINNING, AND CONTAINING 21.77 GROSS ACRES AND 21.77 NET ACRES. THE ABOVE PARCEL DESCRIPTION WAS PREPARED BY .DAVID L. STUFFLEBE»S UNDER THE SUPERVISION OF DAVID -C. DI FULVIC PLS N0.16401 AND IS BASED UPON THAT PARCEL DESCRIPTION IN SAID CORRECTION DEED RECORDED IN BOOK 672, PAGE 679, JULY 22, 1985, FOR AND ON EEHALF OF BENC MARiK; SURVEYING, LTD. 7430 EAST: CALL! AVENUE SUITE 120. ENGLEWOOD, COLORADO 80111 u „somas/114w *pal R.40 ,►s.,� -411” ��i.Ms. A V44, ❑' c:71. 16401 igz Exhibit CE,NEAL -E 15.9"447.`. r 'S .m5 ie :X.....ree 0.m...we...G.sc, .11,',56.. Fars 45 4(190.S,9PLE -CC 01. Es.0,..5E110 '0 :V!1,5C5 .C5 :7711 044 .05-9.1• •55 4r... ....S. 101. ....90,50509.90 RWC....C.0 194554 I( (!.CC ...LUCKY" 915,00. :5C[9, 91 ....21t0 n'rE L.P.0 0•ZrArr .:V•15940T0,1 9.1.4. IC ./Ir../.5reLE .•,s1r-C r0.0• ,_.Gs '1 91E955954•01 3[C,CC5 7,0(3 14 '-E :W.5r0rX-7.0r. :""4-'14 :CrOrm,C-0. ••••( DULL, .0? 00.5t0r ir .4uretary rmafa wa-da. ...0(.10.0.01) attr. lAsE3 1.5.11.-C,01.59553.04 311.55 vieNaka.t.0.49 L t1. -5 PK... ..rer .01 qu'rumr r•EL5 'r ISIrrr,0'0".. ,0,-.r.cr , EL0 _M.' 0. 5,05 '0 -..zr•5r5arc!'.0., 1. tl,„ U.r.E • •;[...CES 5..55 35 .4114.5C0 410. • 5.5+ -;•; 1:09E5 arrot 001./, 0-5 xou .If 55 J0 0.. r:€5, .11.25E0 S.53 5.515",05 3550t Z.. It "4+05 0E0 -1.153 eirra-aa err ror. ran =mu 25- w Our.5031.11' raw .5.124214' • . "0 11. 501.0( 'MSC • .0'1 05 "rr 4.51 71105 •.54 IC '41 4E19,1.1.345 I ZC,..C.C. 2 mr ,5.3q.1 5, -0+55 1.0 10•••• -.05C "05 55 V, 15 ..5.103 %LSI 00.5 .0- r..0-555500 '0 51 .F.5425(5 555- 10"--E :V1rr.55,51 0 1'.10.55,5 41,0 '0 .2, -Ey :04959.0:00 :119.0:011 1.95. ..SE '50109 105 '0 .54.10: '0 E111:,`C 91 , ES. 4.151.E., "...0 0.15`04 -C 0311 30, 1%7 • le?p, 5.44, • Ir'1" • t =.0010t.555 1' =914.0 0AKA LLR.LL- 3." I 5" e 4' • 6* .01 SCSIALE 25 +VI • • 0141 •••.. • . • 105 5-5,5. 504 P*t.(15 rwr.- a' 0C1.554 10VAAL 4...0111 rrfrorg ctt.C. CK 77 5512.• 55.050 SEVVE_F CLEAN OUT DETAIL 3 5 --7.-4.---.-.---1..----..- • . • ' "----e --._. - ---:: - -----__°' ..-- c: • . -----.....,..-",:; i ,, *.-....,,, '........:_ , -....... .--__, • rareES ' oure.G. •• 515001AI 0.055.0 95554.0 '0 5.4.01.r• I k us( 0c.55C 00.6.02 5.5 • r 0 .100 "KIK. ,04 WU" 0.11211. .X94 110-41150011 .13.51z 5551015r 151ri5535d.r.1 55553. SW 05i5+0 0.004=5 0.0 IN 14 'Gua 2.1.,Chd 1 .ccocurr 191.3 00.5515 ,2- 2. r .55. 5 50r 90.0 g.1519=-. .5.914.1X r051' ar 55.551% *01W -5t 0,55 4.C,....(cur dOS 30.91, 955 5491+05490 5.100,09 ma - gua-clutt +5555 10 ,0 115 5105099.0 .9.05705 TR N CROSS T.1 LOT 3 • • • • • r• . rws Wm •1' T e 3r SWC dc.r. _.n- ' j..aC.x a n .nc ra.c..SCA .ca K . f) 1 { PcasawC slRs•. 40,4 f,, LOT �r r rte• r _ 4 Y / 'ti~,y �� rl /y. • a .' f1 • ff r 07 5 .-... f+ L .. ... -. „f COs -,/.0 awr-y f 4OW /./ Lf sY . . ys.�! rte` - r gran swK :m441..31s411,t ..a. •4.Tlw. •rlmna[SC • Vunla$ w.w rstualR M1.oL=mop •Ol• MAC n0.4 r CCP., k41.4 (C0•1e40.115 0.1 MALL ,..0 WATER SERvCE DErAiL 4 T. MOO STIP rn. n...0 01.4C.:. aM SR.CL. 444 O. C1.G5.4. •t MP 4 vu,,r, KrCR irMT.rtrau,wi Km CS` af•C I. At }4hC'.eC y.a. 4 CN..r.n971 •em. P/(.. SU PAO VC" 2. 541K4r Z44Yac'CANV.IiSAri / Ir GRAPHIC SCALE f 1M rtE' ) . +wo - laa IL L EN0 - C EruSfNC CAS iIAN - EXISTING r+BEA CPr%C LI CO -7 JUSTnrC ELECTRIC POLE — CE E%15T1.0 O'S P$EAO ELECTRIC �-^ X EYJsriNC FENCE UNE Nap -ECT .8. 97D6a 1 p,EET 3 CY 3 • FCM . LICL:Ca PN) REP R# SSE rC•CE �url.,C '41 : 970 F_u-5 5-:61 • lam.' 73 1 lrr 4 � �,.r. �;f �'— ' S ti 9 2W CAP STATE RECREATION ARE.+CIO a 2 15S8 29::T1 F4 '+M I 1 1 -/a'•'ca I I fi '� _ _ L _ _ 1 r 1 05 e1 36/ 1 11L04791_?y+_ 5eD; 55 S0� ; h�' 1107; 3E I 41 ir -'I, 1 r 26. r- --r- 25 - 25 /-�'• - is 13 r—�• S 1 •- 1. ! I -. c , } f ; 3 �. 1 —�� i - ice-- 1 9 r ` r1;• rr I I I' t• I 1 ./.'t.1 I x'' "' ems _ 1 ,,TJ ,q 1 (r.. -.Ti - w - `•.� . i (i t I S (}4 I s L. 1 y n — / I ) 36 31 I %4. t I Sr 1 1 ! i; I I ' y ; 1 :1 a tu. • .-••. -..r Form No. OF,FIcF OF THE .TATE ENGINEER ED GWS -25 CQLORAQO UM. JN OF WATER RESOURCES 318 Centennial Bldg., 1313 Sh.rrnen SL. Cermet, Colorado 80203 (303) 8864581 • APPLICANT DAVID & ANNA JOHNSON 2720 FEAILROAO AVE RIFLE CO 81650- (970)625-2251 1650- (970)625-2.251 PERMIT TO USE AN EXISTING WELL Y WELL PERMIT NUMBER 0 `-z 5 5 97 - F - DIV. 5 CNTY. 23 WO 39 DES. BASIN MD Lot Block: Rine: 9ubdiv: APPROVED WILL LOCATION GARFIELD COUNTY SE 1(4 SE 1/4 Section 14 Twp 6 S RANGE 94 W 6th P.M. INSTANCES FROM SECTION LINES 111 FL from South Section Una 142 Ft. from East Section Una 1) ISSUANCE OF THIS PEFIMiT COES NOT CONFER A WATER RIGHT CONOrriowS OF APPROVAL This well shall be used In such a way as to cause no material injury to existing water rights. The leeuance of the permit dealt not assure the applicant triol no Injury wilt occur to another vested water right or preclude aro:eller owner of a vested water right from seeking reilef 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 try the State Board of Examiners of Water Welt Construction and Pump installation Contractors In accordance with Rule 18. 3) Approved pursuant to CIS 37-90-137(2) for the construction of a well, appropriating ground water tributary to the Colorado River, as an alternate point of diversion to the Avalanche Canal and Siphon, on the condition that the wall shall be operated o� when the West Divide Water Conservancy District's substitute water supply plan, approved by the State 'Engineer, ie In effect and when a water allotment contract between the well owner and the Wast Divide Water Conservancy District fcr the release of replacement water from Flue[ft Fle3ervoir le In effect, or under an approved plan for augrnernation. WDWCD contract el97O707DAJ(a). 4) The use of ground water from this well Is limited to commercial use associated with a construction shcp and office and the Irrigation cf not more then 250 square feet of landscaping. All use of this well will be curtailed unless the water allotment contract or a plan tar augmentation is In effect. 5) The maximum pumping rate shall not exceed 8 GPM. 6) The average annual of amount of ground water to be appropriated shall not exceed arta (1) acre -fact (325,850 gallons). 7) A totalizing flow meter must be installed on this wee and maintained In goad working order. Permanent records of all dtversiona must be maintained by the well owner (recorded at least annually) and submttted to the Division Engineer upon request. 8) The welt shall be located not more than 200 feet from the Iccatian specified on this permit artd nal less than 600 feet from any existing well. 9) The owner shall mark the well In a consplcuous place with well permit numteer(s), name of the aquifer, and court case number(s) as appropriate. The owner shall take necessary means and precautions to preserve these markings. 10) Approved for the inatailation of a pump In, and the use cif, en existing well, constructed on June 3, 1997, to a depth of 70 feet, under monitoring hole nottCe MFt 30916, acknowledged June 3, 1997. 11) This permit has been approved for a well location of 111 feet from the south section line to place on this parcel (application indicate° 111 feet from the north section line). You are hereby notlltled 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 24-4-104 through 106, C.R.S.).d? APPROVED ,.102 Receipt No. Star, engineer 0418208 DATE ISSUED SEP 2 6X997 EXPIRATION DATE SEP 26 1995 MAR -24-98 TUE 02:47 PM HIGH COUNTRY ENGINEERING FAX NO. 9799452555 P. 01 • q�5at�z92 • MEMO TO FILE SUBJECT johrejon Oe4vTR r # 1GPYCERt 1G HIGH COUNTRY ENGINEERING, INC. 923 Cooper Avenue Glenwood Springs, CO 81601 • (970) 945-8676 • FAX: (970) 945-2555 • • • • • • • FILE NO_ 91104101 DATE SOUP E: a TELEPHONE WITH 3f z41��, MEETING Gkuth use ~ erne (50% oP 4• nok on tis 3/415 i!5747 — 27171 boa --r- -Z' riot- an+4re'+ 2 - cin* cn yard- -1c]err erre$ Ca ) — x,-15 ,,.,,-E. ,32n pnL lib UE "r1c r L LJ �i T E.caO1' ALE iT S 3L.O5 Lc Q\ 29 c)€. roziv VJ°u(3'n..--) Post -It' Fax Node CC.jDopt Poo # Far # 9-(04.92 7671 Dare ] n� of ,�-Z� psgos* co From 1 Ve_ H Co. 14 l7 Phano Far N lar --2O-98 01:16P r • SAMUEL.SON PUMP CO. INC. P.O. BOX 297 WATER SYSTEMS GLENWOOD SPRINGS SALES, SERVICE & INSTALLATION COLORADO 81602 9456309 January 15, 1998 Dave Johnson Const. 2720 Railroad Ave. Rifle, Co. 81650 Attn; Dave On January 13, 1997 a well test was conducted on a new well on the Johnson property west of Rilfe. The following • information was obtained: • • • • • fli Well Depth Casing size (top) Standing water level Total test time Drwdown @ 4 hrs. @ 15 Production 75'=0" 7"(steel) 44'-8" 4 hrs_ qpm ----47' -6 " -15 qpm. This test was conducted with a 1/2 Hp. Submersible Model, 10SPO5 Sta-Rite. If you have questions please .call me Raun Samuelson at 945-6309. Sincerely: 54- Raun Samuelson P.01 • • • • • • • • • • • DAVID & ANNA JOHNSON 2720 Railroad Avenue Rifle, CO 81650 March 20, 1998 Barbara P. Kozeika Caloia & Houpt, P.C. 1204 Grand Avenue Glenwood Springs, CO 81601 Dear Barbara: We hereby authorize the law firm of Caloia & Haupt, P.C., to execute, deliver, amend and accept delivery of any and all necessary documents relative to the application for well permits or change in use to be filed on our behalf We further authorize said law firm to generally do any and all things on our behalf, which attorneys in their discretion shall deem necessary or proper with regard to the application for well permits. I understand that a copy of this authorization may be submitted to the State in lieu of the original authorization. JOHNSON -authorization -1 r • WILDLIFE INFORMATION • • STATE OF COLORADO Roy Romer, Governor DEPARTMENT OF NATURAL RESOURCES DIVISION OF WILDLIFE AN EQUAL orPORTZ:MTV nsnovrs, John w..M ] o uuna, Direaer 6060 Flroadwav Denver. Colorado 80216 Telephone: (303) 297-1192 711 Independent Avenue Grand Junction, CO 81505 970-248-7175 Eric Tuin High Country Engineering, Inc. • 923 Cooper Avenue Glenwood Springs, CO 81601 • - Dear Enc, RECEIVED MAY 0 1 1998 For Wildli fe-- For People Thank. you for the opportunity to review the plat for the Lacy Park subdivision. I have also reviewed the Wildlife Resource Information System (WRIS) data for the area. As proposed. the subdivision should not cause any significant or adverse impacts to wildlife. It will however, contribute to the incremental loss of wildlife habitat county -wide. Cumulative and additive habitat loss negatively influences wildlife. Please consider these suggestions to help avoid and mitigate negative impacts to wildlife. Avoid any construction activities or physical improvements that would disturb the Cottonwoods located in the two intermittent washes that cross the subdivision. These washes sen•e as a water source and movement corridor for wildlife. Providing a buffer zone or dedicating these areas as open space/wildlife habitat would be beneficial. Domestic pets should be confined to the boundaries of the lot unless accompanied by a person in full control of the pet. • Domestic pets should not be allowed to run free or harass wildlife. • • - A commitment to control noxious weeds that deplete native habitats and wildlife forage would be beneficial. Reclamation and landscaping of the disturbed areas with native, wildlife tolerant plants would help alleviate possible landowner/wildlife conflicts. Many opportunities to enhance wildlife habitat on private lands exist. 1 would be happy to discuss these with you if you wish. If you need further information or assistance, please call. Sincere, ohn Broderick District Wildlife Manager Parachute, CO 81635 970-285-9036 cc. Yamashita, AWM DEPARTMENT OF NATURAL RESOURCES. James Lodhhead, Executive Director WILDLIFE COMMISSION, Chuck Lewis, Chair • Mark LeValley, Vice Chair •Bernard Black, Secretary Jesse L. Boyd, Jr., lvtember • John Singletary, Member • James R. Long, Member • Philip James, Member • Dorothea Farris, Member PLANT INFORMATION • • APR --17-99 12:29 PM W5ST CANYON 970 984 2639 WEST CANYON TREE FARM, INC 1650 Road 240 Glenwood Springs, Colorada 81601 • (970) 984-2228 1984-2332 . Facsimile (970) 984-2639 • • To: Mrs, Leslie Hope High Country Engineering, Inc 923 Cooper Avenue Glenwood Springs, CO 81601 (970) 9454676 . fax 945-23 From: Bryan Whiteley, Landscape Architect Cc; Monte Senor, President Date: April 17, 1998 Re: SUPPLEMENTAL INFORMATION 4:70 D. P.02 Dear, Mrs Leslie Hope The following is provided for your information. No maps are provided because they where not • requested. 4:70 SUPPLEMENTAL IirFFORMATION: GEOLOGY, SOIL, VEGETATION AND WILDLIFE Information on the following characteristics of the are proposed Cor subdivision shall be shown graphically and or/by reports, whatever is appropriate, for a complete description of existing • conditions, and shall include. C. Vegetation - Map and description of plant associations following practices of the Soil Conservation Service and including a description of adapted materials and the location of major tree masses; and... This site is composed of Arvada loam, with 1 to 6 percent slopes. This soil is on a fan, well drained * and deep. This soil formed in highly saline alluvium derived from sandstone and shale. The annual precipitation is about 12 inches, the average annual air temperature is about 48 degrees F, and the average frost -free period is about 120 days. Typically, the soil surface is strongly alkaline or very strongly alkaline, pale brown loam about 3 inches thick. The subsoil is brown silty clay loam about 14 inches thick. The substratum is light brown • or brown silty clay loam to a depth of 60 inches. Permeability is very slow, available water capacity is moderate. Effective rooting depth is 60 inches or more. Organic matter content of the surface layer is low. Surface runoff is medium, and the erosion hazard is moderate. This soil is mainly used for wildlife habitat, limited grazing, and some irrigated farming. • In'igated crops produce very poorly because the soil takes water in very slowly and is droughty. Leaching is needed to remove excess salts if this soil is to be irrigated Soil amendments containing sulphur arc helpful in leaching the salt. The native vegetation on this soil is miinly saltgrass, alkali sacaton, and greascwood. APR -17-98 12:30 PM WEST CANYON 970 984 2639 WEST CANYON TREE F ARM, INC 1650 Road 240 Glenwood Springs, Colorado 81601 (970) 984-2228 / 984-2332. Facsimile (970) 984-2639 P.03 When range condition deteriorates, forbs and shrubs increase. Properly managing grazing maintains and improves range condition. Seeding improves range in poor condition. Western wheatgrass, alkali sacaton, and tall wheatgrass are suitable for seeding. Preparing a seedbed and drilling the seed are good practices. Irrigating new seedlings is necessary for successful establishment. Reducing brush improves the range if the grass undcrstory is adequate. This soil is in capability subclass V11s, irrigated and nonirrigated Characteristic vegetation Western wheatgrass Alkali sacaton Inland saltgrass Winicrfat Bottlebrush squirreltail Gardner saltbrush Greasewood and composition 10% 1V/Q 10% 05% 05% 05% 05% Potential For Habitat Elements Grain & seed crops - Very Poor - restrictions for grain and seed crops are very severe, and that unsatisfactory results can be expected. Grain and seed crop habitat is impractical or even impossible to create, improve, or maintain on these soils. Grasses and legumes - Very Poor - restrictions for grasses and legumes are very severe, and that unsatisfactory results can be expected. Grasses and legumes habitat is impractical or even impossible to create, improve, or maintain on this soil. Wild herbaceous plants Poor - limitations are severe for wild herbaceous plants. Wild herbaceous plant habitat can be created, improved, or maintained in most places, but management is difficult and must be intensive. Hardwood trees - soil not rated for this clement, Coniferous plants - soil not rated for this element. Shrubs - Very Poor - restrictions for shrubs are very severe, and that unsatisfactory results can be expected. Shrub habitat is impractical or even impossible to create, improve, or maintain on this soil. Wetland plants - Poor - limitations are severe for Wetland plants. Wetland plant habitat can be created, unproved, or maintained in enr4t places, but management is difficult and must be intensive. Shallow water areas - Very Poor - Very Poor - restrictions for grasses and legumes are very severe, and that unsatisfactory results can be expected Grasses and legumes habitat is impractical or even impossible to create, improve, or maintain on this soil. Description of adapted materials Adaptable materials for this site are those which can tolerate the alkaline and droughty soil conditions. APR -17-90 12:30 PM WEST CANYON 970 994 2639 P.04 WEST CANYON TREE F ARM, INC. 1650 Road 240 Glenwood Springs, Colorado 81601 (970) 984-2228 / 984-2332 . Facsimile (970) 984-2639 Typically these materials are native plants anchor adapted cultural materials, such as xeric plants. akc Care,, 8 an Whiteley • • • • • • • CDOT ACCESS PERMITS • SH No/MP/Side: 704/496.694/RIGHT COLORADO DEPARTM+LdT OF TRANSPORTATION Local Jurisdiction: airfield STATE HIGHWAY ACCESS PERMIT Dist/SeDOT Permit rmit Patrol: 03732/09 No.: 397089 Permit Fee: 100.00 Date of Transmittal: 06/10/ 97 THE PERMITTEE; APPLICANT: • David & Anna Johnson David & Anna 2720 Railroad Ave 2720 Railroad Rifle, CO 81650 Rifle, CO David & Anna Johnson - (970) David & Anna is hereby granted permission to construct and use an access to the state The access shall be constructed, maintained and used in accordance including the State Hlghway,Access Code and listed attachments. authority if at any time the permitted access and its use violate any of the of advance warning and construction signs, flashers, barricades and naggers construction within State right-of-way in conformance with the MANUAL DEVICES, Part VI. The issuing authority, the Department and their duly appointed harmless against any action for personal injury or property damage sustained Johnso RECEIVED Ave JUN 1 7 1997 81650 Johneo highway at the location noted below. with the terms and conditions of this permit, This permit may be revoked by the issuing terms and conditions of this permit. The use are required at all times during access ON UNIFORM TRAFFIC CONTROL agents and employees shall be held by reason of the exercise of the permit. LOCATION: Onthe south side of S.H. 70-F, a distance of 3650 feet east from M.P. 86. 1 ACCESS TO PROVIDE SERVICE TO: ,.... - PERCENT Single Tenant Office Building (6000 Sq Ft) 100.00 % OTHER TERMS AND CONDITIONS: SEE ATTACHED SHEET(S) FOR TERMS Ct. ZeD MOi0R, �.7t- , 6(.)f /54/..w Auccb ,-Are-4K0 u_..ta_ AND CONDITIONS ZO, , ..4_04 -- 4-0 ru.),12,:t -(— J , ---A, ..,---/4-- .a2 - j9i�_.! . _J .-c-SCA_LQ__) Z .7 / - RECEIVED .f i! f D 9 1997 MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. • By (X) Date Title ' Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed In accordance with the terms and conditions of the permit prior to being used. The shall notify Vigky Wancura permittee with the Colorado Department of Transportation at least 48 hours prior to commencing construction The person signing as the permittee s be the access and have full= uth •rity tor' :phe permit Permittee (X) ird .d Y i°' 7 in Parachute at 970 -285- 9483 , within the State Highway right-of-way. owner or legal representative of the property served by the permitted and all It's terms and conditions. Date a - iv ; This permit is not valid until signed by a duly authorized representative of the Department. DEPARTMESPORTATION , STATE OF COLORADO By (X} 0,4 ` ' Date c/" /q7 Title Access Coordinator (Date of issue) ... COPY DISTRIBUTION Required; OlslrIcl (Original) 2 AppIICanr Make copies as necessary lor; Local Authority Inspector MTC Patrol Traffic Engineer Previous Editions are $o ate and will not [ae use COOT Form Nig 7/9 SH No/MP/Side: 6A/086.624/RIGHT COLORADO DEPARTMENT OF TRANSPORTATION Local Jurisdiction: Garfield STATE HIGHWAY ACCESS PERMIT Dist/section/Patrol: 03/32/09 DOT Permit No.: 398044 Permit Fee: 100.00 Date of Transmittal: 03/24/98 THE PERMITTEE; APPLICANT: Rocky Mountain Baptist Church David M Johnson 2720 Railroad Ave 515 W 2nd Rifle, CO 81650 Rifle, CO 81650 David M Johnson - (970) 625-2251 (970) 625-5692 is hereby granted permission to construct and use an access to the state highway at the location noted below. The access shall be constructed, maintained and used in accordance with the terms and conditions of this permit, Including the State Highway Access Code and listed attachments. This permit may be revoked by the issuing authority if at any time the permitted access and its use violate any of the terms and conditions of this permit. The use of advance warning and construction signs, flashers, barricades and flaggers are required at all times during access construction within State right-of-way in conformance with the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES, Part VI. The issuing authority, the Department and their duly appointed agents and employees shall be held harmless against any action for personal injury or property damage sustained by reason of the exercise of the permit LOCATION: On the south side of S.H. 6, a distance of 3250 feet east from M.P. 86. ACCESS TO PROVIDE SERVICE TO: PERCENT Church (10700 Sq Ft) 100.00 % OTHER TERMS AND CONDITIONS: SEE ATTACHED SHEET(S) FOR TERMS AND CONDITIONS MUNICIPALITY OR COUNTY APPROVAL Required only when the appropriate local authority retains issuing authority. • By (X) Date Title Upon the signing of this permit the permittee agrees to the terms and conditions and referenced attachments contained herein. All construction shall be completed in an expeditious and safe manner and shall be finished within 45 days from initiation. The permitted access shall be completed in accordance with the terms and conditions of the permit prior to being used. The permittee shall notify Vi r,ky wanr,vra with the Colorado Department of Transportation In Ri f1 P. at 970-625-3805 at least 48 hours prior to commencing construction within the State Highway right-of-way. The person signing as the permittee must be the owner or legal representative of the property served by the permitted access and have full authority to accept the permit and all it's terms and conditions. Permittee (X) Date This permit is not valid until signed by a duly authorized representative of the Department. DEPARTMENT OF TRANSPORTATION , STATE OF COLORADO By (X) Date Title Access Coordinator (Date of Issue) equired; Make copies as necessary for; 1. DIstrIcl {Original} Local Authority Inspector 2. Applicant MTCE Pairnl Traffic Engineer Previous Ed+uona are Obsolete and will not be usett COOT Form 10101 7/91 COLORADO DEPARTMENT OF HIurIWAYS APPLICATION FOR STATE HIGHWAY ACCESS PERMIT Issuing authority application a,:ceplance date Instructions: - contact the Department of Highways or your local government to determine your issuing authority. - contact the issuing authority to determine what plans and other documents are required to be submitted with your application. - complete this form (some questions may not apply to you) & attach all necessary documents and submit it to the issuing authority. Submit an application for each access requested. - if you have any questions contact the issuing authority. Please print or type } pLACY PARK (PLLC ItSee) owner 2) Applicant DAVE & ANNA JOHNSON straetrhalroad Ave Rifle suet address, city, ame slate ip 81650 Ph9or 0—Iu 7625-2251 state & zip Same Phone 1 970-625-2251 3) ATdddressE f propertyI�e Served by permit (if known)DETERMD B 4) Legal description of property: county j subdivision Garfield block lotsection township range ISE SE S.14 f 6 South 194 West ) What state highway are you requesting access from? State Highway 6 6) What side of the highway? ON RS ❑E OW How many feet is the proposed access from the nearest mile post or cross street? sr8 4750 feet ( N W ) from Mile Marker 86 Speed Limit 30 MPH 8) Check here it you are requesting a 0 new access 0 temporary access improvement to existing access 0 change in access use 9) What is the approximate date you intend to begin construction? May 01, 1998 10) Do you have knowledge of any State Highway access permits serving this property, 01 for adjacent properties in which you have a property Imeresi CD yes 0 no If "yes" - what are the permit number(s)? 3g7fR4 and/or, permit date Q6110L19.97 11) Does the property owner own or have any interests in any adjacent properly 0 yes W no If "yes" - please describe: 12) Are there existing or dedicated public streets. roads, highways or access easements bordering or within the property? 0 yes gt no If "yes" - list them on your plans and indicate the proposed and existing access points. 13) 1f you are requesting commercial or industrial access please indicate the types and number of businesses and provide the floor area square footage of each? business square foolage business square footage Cofnmercial I UN 14) It you are requesting agricultural field access how many acres will the access serve? 15) 11 you are requesting residential development access. - what Is the type (single family, apartment, townhouse) and number of units? type number of units type number of units' 16) Provide the following vehicle count estimates for vehicles that will use the access. Leaving property then returning is two counts. Indicate if your counts are peak hour volumes or average daily volumes 0. If of passengers cars and light trucks 30 Olt multi unit trucks 8 # of other vehicles 01 single unit vehicles in excess of 30 11 r+ 01 farm vehicles (held equipment) Total :Count pf All Vehicles 76 17) Check with the issuing authority to determine which of the following documents are required to complete the review of your application (plans should be no larger than 24" x 36'1. a) Highway and driveway plan and profile. b) :Drainage plan showing impact to she highway right-of-way. c) Map and letters detailing utility IOCation$ before and alter development in and along the right-of-way d) Subdivision, zoning, or development pion, 0) Property map indicating other access. bordering roads and streets 1) Proposed access design. g) Parcel and ownership maps including easements h) Signing and striping plans. i) Traffic control plan j) Proof of liability insurance If an access permit is issued to you it will state the terms and conditions for its use. Any changes in the use of the permitted access not consistent with the terms and conditions listed on the permit may be considered a violation of the permit. THE APPLICANT DECLARES UNDER PENALTY OF PERJURY IN THE SECOND DEGREE, AND ANY OTHER APPLICABLE STATE OR FEDERAL LAWS. THAT ALL INFORMATION PROVIDED ON THIS FORM AND SUBMITTED ATTACHMENT ARE TO THE BEST OF THEIR KNOWLEDGE TRUE AND COMPLETE. Applicant sl.,y lure Date ("3 / /j1q ' If the applicant Is i• the owner of the property, we require this application also to be signed by the property owner or their legally authorized representative (or other acceptable written evidence). This signature shall constitute agreement with this application by all owners -of -interest unless stated in writing. If a permit is authorized, the property owner will be listed as the permittee. Property owner signature Date Pried Q.,r, PrnAy bb tried t+Hill .kiu u IiFe ArA to rd,��•ar-h ( ' - r •o t I • • • GEOTECHNICAL REPORT • • • • GEOLOGIC HAZARD AND PRELIMINARY GEOTECHNICAL INVESTIGATION LOTS 1, 3, 4 AND 5 LACY PARK SUBDIVISION RIFLE, COLORADO Prepared For: LACY PARK L.L.C. 2720 Railroad Avenue Rifle, CO 81650 Attention: Dave & Anna Johnson Job No. GS -2384 April 30, 1998 CTL/THOIVIPSON, INC. CONSULTING ENGINEERS 234 CENTER DRIVE 1 GLENWOOD SPRINGS, COLORADO 81801 ■ (970) 945-28019 TABLE OF CONTENT SCOPE 1 SUMMARY OF CONCLUSIONS 1 SITE CONDITIONS 2 PROPOSED DEVELOPMENT 2 GEOLOGIC CONDITIONS AND POTENTIAL GEOLOGIC HAZARDS 3 SUBSURFACE CONDITIONS 4 SITE DEVELOPMENT 4 Site Grading 4 Utility Construction 5 Pavements 6 BUILDING CONSIDERATIONS 6 Foundations 6 Interior Floors and Exterior Slabs -On -Grade 7 Below Grade Walls 7 Surface Drainage 8 PERCOLATION TESTING 8 LIMITATIONS 9 FIGURE 1 - LOCATIONS OF EXPLORATORY BORINGS FIGURES 2 AND 3 - SUMMARY LOGS OF EXPLORATORY BORINGS FIGURES 4 THROUGH 7 - SWELL CONSOLIDATION TEST RESULTS FIGURES 8 AND 9 - GRADATION TEST RESULTS FIGURE 10 - EXTERIOR FOUNDATION WALL DRAIN FIGURES 11 THROUGH 14 - PERCOLATION TEST RESULTS TABLE 1 - SUMMARY OF LABORATORY TESTING LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTL/T GS -2384 • • • • • • • • SCOPE This report presents the results of our Geologic Hazard and Preliminary Geotechnical Investigation for Lots 1, 3, 4 and 5, Lacy Park Subdivision in Rifle, Colorado. The site is planned for light commerciallindustrial development. Our investigation was performed to evaluate geologic conditions, potential geologic hazards and subsurface conditions to assist in planning the development. Our report includes a description of geologic conditions and potential geologic hazards and the subsoil conditions found in our exploratory pits and a discussion of site development as influenced by geologic and geotechnical considerations. This investigation was performed in accordance with our Proposal GS -98-128, dated March 19, 1998. This report is based on a review of available geologic maps and literature, a geologic field reconnaissance of the site, conditions disclosed by our exploratory excavations, site observations, results of laboratory tests, engineering analysis of field and laboratory data and our experience. The criteria presented in this report are intended for planning purposes. Site specific investigations should be performed to develop design level recommendations for building foundations and areas to be paved. A summary of our conclusions is presented below. SUMMARY OF CONCLUSIONS 1. We discovered no geological or geotechnical constraint at the site that would preclude the planned development. The geologic and subsoil conditions are, in general, favorable for the proposed development. 2. Our exploratory pits penetrated a surficial layer of organic clays and sands above medium dense to very dense, slightly moist to moist, silty to clayey sands with scattered gravels, cobbles and boulders. Medium stiff to stiff, silty to sandy clays and sandy silts were found below the native sands in our TP -3 excavation. No free ground water was found in our exploratory pits during our field investigation. LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 1 3. The native sands, silts and clays were judged to be moderately compressible. 4. We anticipate spread footings bearing on the natural soils will be the recommended foundation type. Design level soils and foundation investigations should be performed on each lot to determine the appropriate foundation type and to develop design criteria. 5. Preliminary data indicates concrete slabs -on -grade floors placed on the natural soils will perform satisfactorily if the soils below slabs are not wetted. 6. The sands will provide good support and the clays or silts fair support for pavements. 7 Control of surface drainage is important to the performance of foundations, interior and exterior slabs -on -grade and asphalt paved surfaces. Surface drainage should be designed to provide rapid removal of surface runoff away from buildings and roads. SITE CONDITIONS Highway 6 frontage road borders the site to the north. The West Rifle 1-70 interchange is approximately 500 feet north of Lot 5. The Denver and Rio Grande Western Railroad is to the south. Ground surfaces at Lots 1 and 3 are comparatively flat and level. The north parts of Lots 4 and 5 are comparatively flat and level and the southern parts of the lots are more steep and undulating from incised ravines. A Targe drainage trends from the north down to the south through Lot 3. Vegetation consists of sage, brush, grasses and weeds. PROPOSED DEVELOPMENT The property is to be developed for light commercial/industrial development. Domestic water will be connected to the Town of Rifle municipal system and sewage will be handled via individual sewage disposal systems (ISDS). LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 2 We have assumed that one or two stories tall, Tight steel framed "Butler" type buildings or that buildings with exterior walls of concrete masonry units (CMU} will be built. We do not anticipate basements. Floors will most likely be slabs -on -grade. We anticipate foundation loads will be comparatively Tight and range from 2,000 to 4,000 pounds per lineal foot of foundation wall. interior column Toads may be 20 to 80 kips. GEOLOGIC CONDITIONS AND POTENTIAL GEOLOGIC HAZARDS The site is located in the Colorado River Valley north of the Colorado River. Bedrock below the site is at a comparatively great depth and likely consists of the Tertiary aged Wasatch Formation which forms the banded slopes above the site to the north. The bedrock is covered with Quaternary aged alluvium deposited by the Colorado River. The near surface alluvial soils were derived from the Wasatch Formation highlands to the north overly the river alluvium. We observed no potential geologic hazards that would preclude development of the site for the intended light industrial/commercial use. Numerous small ravines dissect the site from the north down to the south. Those ravines will concentrate surface run-off. Most of the ravines are associated with small run-off source areas. Concerns related to the ravines are localized small scale site drainage issues that are normally addressed during site grading to ensure surface run-off is directed away from buildings. A comparatively large drainage from an extensive drainage basin to the north bisects the Lot 3. A potential debrislmud flow hazard is associated with this drainage. We qualitatively rate the degree of the potential debrislmud flow hazard associated with this drainage as very high. The drainage appears to be well entrenched with debrislmud flows being conveyed across the site and discharged on property to the south. Care should be taken to ensure the drainage cross section LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTL1T GS -2384 3 r • is preserved to maintain channelization of debris/mud flows and prevent blockage, overflow and discharge onto the site. SUBSURFACE CONDITIONS Subsurface conditions were investigated by excavating eight (8) pits at the • approximate locations shown on Figure 1. The pits were excavated using a backhoe. Excavation operations were directed by our field representative who logged the soils and obtained samples for laboratory testing. Graphic logs of the soils found in our borings are presented on Figures 2 and 3. Samples obtained during i excavation were returned to our laboratory where they were visually classified and typical samples selected for testing. The results of laboratory testing are presented on Figures 4 through 9 and summarized on Table 1. i • • Our exploratory pits penetrated a surficial layer of organic clays and sands above medium dense to very dense, slightly moist to moist, silty to clayey sands with scattered gravels, cobbles and boulders. Medium stiff to stiff, silty to sandy clay and sandy silts were found below the native sands in our TP -3 excavation. No free ground water was found in our exploratory pits during our field investigation. SITE DEVELOPMENT The following paragraphs present geotechnical criteria and recommendations for site grading, utility construction and pavements. Site Grading Grading plans were not available at this writing. It appears that cuts up to 5 feet deep and fills up to 5 feet thick may be needed to overlot grade the pots and to LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTUT GS -2384 4 i • build access roads. We anticipate native sands as the most prevalent subgrade soils for drives and parking areas. • Areas to receive fill should be properly prepared. Prior to fill placement, all vegetation, and soft or organic soils should be removed. "Topsoil" is probably 6 to 12 inches thick over much of the site. Subgrade soils in fill areas should be scarified, moisture conditioned to within 2 percent of optimum moisture content and • compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). The on-site soils free of organics, rock larger than 6 inches in diameter or i other deleterious materials can be used as fill. Fill should be placed in maximum 8 inch thick loose lifts, moisture conditioned to between 2 percent below to 2 percent above optimum moisture content and compacted to at least 95 percent of maximum • ASTM D 698 dry density. Fill placed on more steep cross slopes (ravine sides) should be placed on excavated benches. The benches should be 10 to 15 feet wide to allow for compaction equipment. Maximum bench height should be equal to or Tess than one-half the bench width. Placement and compaction of fill should be • observed and tested during construction. Utility Construction • Utility trenches should be sloped or shored to meet local, State and Federal safety regulations. Based on our investigation, we believe the sands may be classified as Type C and clays or silts as Type B based on OSHA standards. • Excavation slopes specified by OSHA are dependent upon types of soils and ground water conditions encountered. Seepage or ground water conditions in utility trenches may down grade the OSHA soil type. Contractors should identify the soils encountered in excavations and refer to OSHA standards to determine appropriate • slopes. Excavations deeper than 20 feet need to be designed by a qualified • professional engineer. LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 5 Water and sewer lines are usually constructed below roads and parking areas. Compaction of trench backfill will have a significant effect on the life and serviceability of roads. We recommend trench backfill be placed in 8 inch maximum loose lifts, moisture conditioned to within 2 percent of optimum moisture content and compacted to at least 95 percent of maximum ASTM D 698 dry density. Placement and compaction of fill and backfill should be observed and tested during construction. We recommend using the native sand soils as backfill, not the clays in road areas. Pavements Pavement sections cannot be finalized until subgrades are final cut and additional testing of the subgrade is performed. Our investigation indicates subgrade soils will be mostly sands. From a pavement standpoint, the sands are a good subgrade material. The sands should be scarified to at least 8 inches deep, moisture conditioned and compacted. For preliminary planning purposes, we anticipate pavement sections may consist of 5 to 7 inches of full depth asphaltic concrete or 3 to 4 inches of asphaltic concrete above 6 to 9 inches of aggregate base course where the subgrade soils are re -worked sands. BUILDING CONSIDERATIONS The following paragraphs provide preliminary foundation and floor slab concepts and discuss below grade walls and surface drainage. Foundations We anticipate that silty to clayey sands will be exposed at foundation elevations. Spread footings on the native sands will most likely be the recommend foundation type. Site specific soils and foundation investigations may determine LACY PARK L.L.C. LOTS 1, 3, 4 8 5, LACEY PARK SUBDIVISION CTLfT GS -2384 6 that spread footings sized at comparatively low allowable soil pressures may be appropriate. Footings on the native sands likely can be sized with maximum allowable soil pressures in the range of 1,500 to 3,000 psf. We recommend a frost protection depth of at least 36 inches or at least the minimum requirements of the local building department. Interior Floors and Exterior Slabs -On -Grade Floors will likely be slabs -on -grade in cut areas exposing natural sands and to a lesser extent on man placed fill built with native sands. Slabs -on -grade floor construction on the native sands or properly built fills of the sands would be appropriate. We did not encounter expansive clays. If expansive clays are found during field investigations for design level geotechnical studies structural floors may be recommended. To reduce the adverse effects of differential slab movement, floor slabs should be separated from all bearing walls and columns with expansion joints. Control joints should be used in floor slabs to reduce damage due to shrinkage cracking. Below Grade Walls Foundation walls will be subjected to lateral earth pressures. These walls are restrained and cannot move, therefore, they should be designed for the "at -rest" lateral earth pressure. Assuming the on-site soils are used as backfill, we anticipate a range of recommended equivalent fluid densities of 40 to 50 pcf for backfill to calculate lateral earth pressure. The above equivalent fluid density does not include allowances for sloping backfill, hydrostatic pressures, live loads or Toads from adjacent structures. LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 7 • • Water from surface run-off (e.g. precipitation, snow melt, irrigation) frequently flows through backfill placed adjacent to foundation walls and collects on the surface of the comparatively impermeable soils occurring at the bottom of • foundation excavations. This can cause damp or wet conditions below foundations and floor slabs. To reduce the accumulation of water, we recommend foundation drains. The drains should consist of a 4 -inch diameter open joint or slotted PVC pipe encased in free draining gravel. The drains should lead to positive gravity outfalls • or to sumps to be mechanically pumped. Figure 10 is a typical foundation drain detail. Backfill placed adjacent to foundation walls should be compacted to at least 95 percent of standard Proctor maximum dry density (ASTM 0 698). • Surface Drainage The ground surface around the buildings should be shaped to provide for • rapid run-off of surface water away from the buildings and off road surfaces. We recommend finished grades slope at least 12 inches in the first 10 feet away from buildings. Roof downspouts and other water collection systems should discharge well beyond the limits of all backfill around the residences. Water should not be • allowed to pond adjacent to buildings or on roads. Landscaping and site grading should provide for channelization and directing of surface drainage down, around and away from all buildings and roads. Proper control of surface run-off is also • important to prevent the erosion of surface soils. Sheet flow should not be directed over unprotected slopes. Water should not be allowed to pond at the crest or bottom of slopes. Permanent slopes should be re -vegetated to reduce erosion. • • • PERCOLATION TESTING We performed percolation tests in 1 foot deep, 6 inch diameter cased holes dug into the soils occurring at the bottom of backhoe excavated pits. The pits were excavated between 3 feet and 5 feet deep, such that, soils occurring at 4 to 5 feet LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 8 were tested. Initial testing was performed on March 27, 1998 in percolation holes prepared on March 26, 1998. Results were erratic. At some locations percolation rates where measured in the range of 5 to 40 minutes per inch as we would expect. At other locations no percolation occurred. It appears that at locations where no percolation occurred the pits were bottomed at or near clay lenses or large rock. A second set of test pits were excavated at different locations on April 22, 1998 to find areas where percolation fields might be appropriate. The areas of our second set of percolations tests are shown on Figure 1. The native soils are generally silty to clayey sands with scattered gravel. Our experience is that these soils are acceptable for standard percolation fields. Layers of clays which are less permeable and therefore percolation rates are greater are found in the sands. Our percolation tests in the clays resulted in slower percolation rates than tests performed in sands. Our Figures 11 through 14 present our percolation test results. We recommend a design percolation rate of 40 minutes per inch on Lots 1, 3, 4 and 5. We should view the percolation field excavations to verify the percolation strata and that the recommended percolation rate is appropriate. LIMITATIONS Our exploratory pits were widely spaced to provide a general picture of subsurface conditions for site grading and preliminary planning of development. Placement and compaction of site grading fill and utility trench backfill should be inspected and density tested during construction. We recommend detailed soils and foundation investigations be performed at building locations on individual Tots to develop design level foundation recommendations. This investigation was conducted in a manner consistent with that level of care and skill ordinarily used by engineering geologists and geotechnical engineers practicing in this area at this time. No other warranty, express or implied is made. LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLlT GS -2384 9 • • • • • • • • • If we can be of further service in discussing the contents of this report or the analysis of the influence of the subsurface conditions or the design of proposed construction, please call, CTLITHOMPSON, INC. Wilson L Engi e v" Bowd Geologist_ LB:JM:cd (5 copies sent) LACY PARK L.L.C. LOTS 1, 3, 4 & 5, LACEY PARK SUBDIVISION CTLIT GS -2384 10 • • • • • • • • • Job No. GS -2384 • m A L 10 5 10 15 20 0 10 15 15 20 20 3 A m Flg. 2 • • • • • • • i • 14- 12 10 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 1 APPLIED PRESSURE — KSF 10 Sample of SAND, CLAYEY (SC) From TP -1 AT 4 FEET 10 too NATURAL DRY UNIT WEIGHT= - 98 _ PCF NATURAL MOISTURE CONTENT _ . 3 I • Swell Consolidation JOB NO. GS -2384 Test Results FIG. 4 • • • • • s 14 12 10 8 6 4 2 2 4 • 6 • • f 8 z 0 to 3E 12 0Z 2 0 016 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 01 APPLIED PRESSURE — KSF 10 Sample of --_----SAND, CLAYEY (SC) From TP -2 AT 6 FEET 100 NATURAL DRY UNIT WEIGHT = 1 03 _PCF NATURAL MOISTURE CONTENT e 6.8 _% • Swell Consolidation JOB NO. GS -2384 Test Results FIG. 5 EgJ • • • • • • • • COMPRESSION % EXPANSION 14 12 10 ADDITIONAL CO(PRESSION UNDER CONSTANT PRESSURE DUE TO WETTING 10 12 14 16 - 01 1Q APPLIED PRESSURE — KSF • Sample of ___ SAND, CLAYEY d SC l From TP -3 AT 2.5 FEET 10 100 NATURAL DRY UNIT WEIGHT=99 __PG NATURAL MOISTURE CONTENT = 6-7 % • Swell Consolidation JOB NO. GS -2384 Test Results FIG. 6 COMPRESSION % EXPANSION 7 6 5 2 0 5 6 7 ADDITI❑NAL COMPRESSION UNDER 5- CONSTANT PRESSURE DUE TO WETTING 01 APPLIED PRESSURE --- KSF 10 10 100 Sample of SANp CLAYEY (SC) NATURALDRY UNIT WEIGHT= 114 PCF From .__ _ TP -7 AT 4 FEET JOB NO. GS -2384 NATURAL MOISTURE CONTENT _ 9.8 9-g iso Swell Consolidation Test Results FIG. 7 • • • • • • • • • HYDROMETER ANALYSIS _ SIEVE ANALYSIS >5 .10 7 HR 35 MIN 15 MIN loo 90 80 70 60 50 10 20 10 TIME REACI.NGS U S SIANL,ARD SERIES CLEAR SQUARE OPENINGS 60 MIN 19 MIN 4 MN 1MIN '200 '100 '50'40'30 '16 '10'9 '4 318" 374- 10 3" 5"o' 0 10 20 30 40 z 50 z 60 70 B0 90 0 100 001 002 005 000 019 037 074 149 291 590 1 19 2 0 2 38 4 7o 9 52 19 1 30 1 76 2 127 200 0 42 152 DIAMETER OF PARTICLE IN MILLIMFI'EPE CLAY (PLAS)JC) 10 `aJ GRAVEL FINE 1 MEDIUM COARSE 4 INE 1 CDARSE , COBBLES Sample of From SAND, CLAYEY (SC) TP -1 AT 5 TO 1S FEET GRAVEL 7 % SAND 58 % SILT & CLAY 35 % LIQUID LIMIT _—% PLASTICITY INDEX .% .1 [ HYDRON1ETER ANALYSIS I SIEVE ANALYSIS 1 75 .+4 i 1141 tIME ••E..-.D.rie-,-5 u 5 stANOAO.'.:• :7171ES C:- --1' :: • • • • • • • • • • HYDPOIVIETER ANALYSIS SIEVE ANALYSIS 25 Ht 45 MIN 15 MIN 100 90 10 •4: 50 ao 30 20 IIME PIADINGS S STANDARD SERIES 00 MrN 10 miN 4 MIN 1 '700 ' 100 '40'30 `15 .1( '8 CIE AR CP11,IINGS -4 341' 3,4- r..3- 5-6' 8' 0 10 20 30 40 50 60 70 80 90 100 002 005 009 019 03: 074 149 297 590 1 19 2 0 2 38 4 76 9 52 10 1 .36 1 76 2 127 200 0 42 152 DIAMETER OF PAPTCLEIN MILLIMETERS ;AND c,9AvEL FINE_ MEDIUM I CGARSE FINE cc),Ansk COMES PERCENT RETAINED Sample of From SAND, CLAYEY (SC) TP -6 AT 3 TO 15 FEET GRAVEL 0 % SAND 64 SILT & CLAY 36 % LIQUID LIMIT PLASTICITY INDEX "!F •ANAI.v1215 SIEVE ANALYSIS ‘,1,r, •.:1! %lir; .:7,117, ',AIN '2.00 • 100 T..•.•.. , ',11.J" "c• '1? ' 3,11' 4.4 I • 14. ..9/ 1.791) ? LI IMI 1 1 1,11, 11,1,1 1 ' 1 r 5-o" 8' 0 10 20 30 40 50 50 10 711) PiRCENT REIANED Sample of Frorn JOB NO . GS -2384 SAND, CLAYEY ( SC ) TP -8 AT 8 TO 15 FEET GRAVE 33 - !SANE.' 36 - _ SILT & cifis 31 LIPUIL) LIMIT PLASICiTY iNDE X Gradation Test Results FIG. 9 • • • • • • • • • 1 SLOPE PER OSHA SLOPE PER REPORT BACKFILL BELOW GRADE ENCASE PIPE IN WASHED CONCRETE AGGREGATE (ASTM C33. NO. 57 OR NO. 67). \ EXTEND GRAVEL TO AT LEAST =t 1/2 HEIGHT OF FOOTING. 1 COVER GRAVEL WITH FILTER FABRIC OR ROOFING FELT. t MINIMUM 8' MINIMUM -- OR BEYOND 1:1 SLOPE FROM BOTTOM OF FOOTING. (WHICHEVER IS GRI.A?rR) -1 INCli I)IAkif 1FR PI -RI OIiA11 11 I)IAIN 1'II'f. HAL PII'I ,1 (0111 1) 111 1 AIf 1 IN A l 11. NCH WI 1 I 1 ,1 .1 i1'1 f?ANON(: 131 1WI 1 f•I ir:E I I ASN() 1/4 INT 11 1)1 r 11 I '= 1 r li i)1 1)1dbIN NOTE: DRAIN SHOULD BE AT LEAST 2 INCHES BELOW BOTTOM OF VOID AND FOOTING A THE HIGHEST POINT AND SLOPE DOWNWA1 TO A POSITIVE GRAVITY OUTLET OR TO A SUMP WHERE WATER CAN BE REMOVED BY PUMPING. PROVIDE PVC SHEETING GLUED TO FOUNDATION WALL TO REDUCE MOISTURE PENETRATION. REINFORCING STEEL PER STRUCTURAL DRAWINGS. + PROVIDE POSITIVE SLIP JOINT BETWEEN SLAB AND WALL FLOOR SLAB FOOTING OR PAD EXTERIOR FOUNDATION WALL DRAIN JOB NO. GS -2384 FIG. 10 1 • • • • • • • 1 ■ SATURATION AND PREPARATION DATE: 4122198 TIME AT START OF SATURATION: 4:00pm PERCOLATION TEST DATE: 4/23/98 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS Lott 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-1 60.5 9:25 30 49.0 50.75 1.75 17 9:55 30 50.75 52.0 1.25 24 10:25 30 50.25 51.25 1.0 30 10:55 30 49.0 49.75 0.75 40 11:25 30 49.75 50.5 0.75 40 11:55 30 50.5 51.25 0.75 40 P-2 49.5 9:30 30 39.0 44.5 5.5 6 10:00 30 39.75 44.75 5.0 6 10:30 30 38.75 42.25 3.5 9 11:00 30 40.0 44.0 4.0 10 11:30 30 39.5 41.5 2.0 20 12:00 41.5 43.5 2.0 20 P-3 54.25 9:33 30 42.5 47.5 5.0 6 10:03 30 47.5 53.5 6.0 5 10:33 30 41.0 46.5 5.5 6 11:03 30 46.5 51.5 5.0 6 11:33 30 40.5 46.5 6.0 5 12:03 30 46.5 52.0 5.5 6 Job No. GS -2384 Fig. 11 s • • • • • SATURATION AND PREPARATION DATE: 3/26198 TIME AT START OF SATURATION: 9:40 PERCOLATION TEST DATE: 3127/98 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS Lot 3 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-4 49.75 6:57 18 5.75 7.75 2.0 9 7:15 15 7.75 8.5 0.75 20 7:30 15 8.5 9.25 0.75 20 7:45 15 9.25 10 0.75 20 8:00 15 10 10.25 0.25 60 8;15 15 10.25 10.75 0.5 30 8;30 15 10.75 11.25 0.5 30 8:45 15 11.25 11.75 0.5 30 P-5 49.0 7:00 17 5.5 8.25 2.75 6 7:17 15 8.25 9.5 1.25 12 7:32 15 9.5 10.75 1.25 12 7:47 15 10.75 12.0 1.25 12 8:02 15 4.25 6.0 1.75 9 8:17 15 6.0 7.25 1.25 12 8:32 15 7.25 8.25 1.0 15 8:47 15 8.25 9.25 1.0 15 P-6 49.0 7:03 15 5.25 8.0 2.75 6 12 7:18 15 8.0 9.25 1.25 7:33 15 9.25 10.75 1.25 12 7:48 15 10.75 12 1.25 12 8:03 15 3.25 5.0 2.75 6 8:18 15 5.0 5.75 0.75 20 8:33 15 5.75 6.5 0.75 20 8:48 15 6.5 7.5 1.0 15 • Job No. GS -2384 Fig. 12 • • • • • • • • • • SATURATION AND PREPARATION DATE: 4123/98 TIME AT START OF SATURATION: 42:30PM PERCOLATION TEST DATE: 4/24/98 WATER IN BORING AFTER 24 HOURS YES X NO PERCOLATION TEST RESULTS Lot 4 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 73.0 10:38 30 61.0 71.0 10 3 11:08 30 64.0 70.0 6 5 11:38 30 60.5 67.5 7 4 12:08 30 61.5 67.5 6 5 P-8 67.25 10:36 30 55.5 61.0 5.5 6 11:06 30 61.0 64.0 3.0 10 11:36 30 57.25 59.75 2.5 12 12:06 30 60.5 61.75 1.25 24 P-9 65.75 10:32 30 54.25 62.5 8.25 4 11:02 30 55.5 61.0 5.5 6 11:32 30 54.75 57.5 2.75 11 12:02 30 54.25 55.75 1.5 20 Job No. GS -2384 Fig. 13 • • 1 i • 1 • • • SATURATION AND PREPARATION DATE: 4/24/98 TIME AT START OF SATURATION: 2:OOpm PERCOLATION TEST DATE: 4/27/98 WATER IN BORING AFTER 24 HOURS X (P-11) YES X (P-10, P-12) NO PERCOLATION TEST RESULTS Lot 5 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-10 55.75 9:35 30 44.0 47.25 3.25 9 10:05 30 45.25 47.75 2.5 12 10:35 30 44.75 46.25 1.5 20 11:05 30 45.0 46.75 1.75 17 11:35 30 44.5 46.0 1.5 20 P-11 57.0 9:38 30 50.25 51.5 1.25 24 10:08 30 51,5 52.25 0.75 40 10:38 30 51.25 52.0 0.75 40 11:08 30 50.5 51.0 0.75 60 P-12 57.0 9:39 30 48.0 49.5 1.5 20 10:09 30 49.5 51.25 1.75 17 10:39 30 51.25 52.75 1.5 20 11:09 30 52.75 54.25 1.5 20 Job No. GS -2384 Fig. 14 1 . co CV 0 i . i 1 • . . . w J m SUMMARY OF LABORATORY TEST RESULTS SOIL TYPE SAND, CLAYEY (SC) SAND, CLAYEY (SC) SAND, CLAYEY (SC) II SAND, CLAYEY (SC) CLAY, SANDY (CL) SAND, CLAYEY (SC) SAND, CLAYEY (SC) j! SAND, CLAYEY (SC) �I SAND, SILTY (SM) SAND, CLAYEY (SC) 11 CLAY, SANDY (CL) CLAY, SANDY (CL) CLAY -SILT (CL -ML) CLAY, SANDY (CL) SAND, CLAYEY (SC) J V7 G 2 a 01 PASSING NO. 200 SIEVE (%) 337 M eh to co Co) .- N1 r en Co M C IA r H CD LO CO 10 M r d PASSING NO. 4 SIEVE (%) 0) CO CO 100 67 SOLUBLE SULFATE (1/4) UNCONFINED COMPRESSIVE STRENGTH (psf) CO 2 0 IIl PLASTICITY INDEX Z 0.H CO en m 0) a 2 CO iii I^ < ,53 2 o 1 .r NL NL ri N as 03m NATURAL DENSITY (pcf) u7 w el o co rn, r NATURAL MOISTURE (°f°) el r+ w• V co lD t~• lO N M O N EO 4 DEPTH (FEET) v.03v .ri n to in e) ,n .- in La va in 10 GO CI C) +'41 t- TP -2 47 i- T F 1:- 1- T F N a 10 a n a op 0. 0) LL d I.4 -d 11