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Home My WebLink About5.0 Correspondencettachment #1 Adjacent Property Owners Quicksilver Court 217722400261 C & B Jewell Revocable Trust 1891 CR 319 Rifle, CO 81650 217722400382 Troy Petree & Deborah Laverne 1300 Quicksilver Way Rifle, CO 81650 217727100363 Jose Maldonado lsidra Soto P.O. Box 1992 Eagle, CO 81631 217727100457 Reno Killian Patricia Shellum 940 Quicksilver Way Rifle, CO 81650 217727200444 Jerry & Cheryl Latraverse 651 Quicksilver Way Rifle, CO 81650 217727200418 Anthony and Genevieve Valdez 511 Cedar Breaks Road Rifle, CO 81650 217727200427 Frederick Shultz 900 Cedar Breaks Road Rifle, CO 81650 217722300409 Justin & Nicole Macklin 1000 Cedar Breaks Road Rifle, CO 81650 Bureau of Land Management P.O. Box 1009 Glenwood Springs, CO 8'1602 Attachm ent #2 HEPWORTH - PAWLAK G EOTEC H NICAL H.1.rr , 5010 ( r(1, l';,tr l:rk ( it','tctlrrrt ',,rtr,rr li,,,r,l liJ ,r,,] S111j11g., ( ,,1,,r r.l,' () i rr o_+a_7()\ ljrrr: ')7t) 9+5-5+i+ ( Irtir r I : lll'g! ()r(1'lrl.gt',,t t r lr i,,ttt July 9, 2008 Greg Hasenberg 1155 Quicksilver Way Rifle, Colorado 81650 Subject: Steven L. Pawlak, P.E. attachment Figure 1 Job No. 108 339A Gamma Radiation Survey, Proposed Quicksilver Court Subdivision, Lots 2 and2A, Grass Mesa Ranch, Garfield County, Colorado Dear Mr. Hasenberg: As requested, Hepworth-Pawlak Geotechnical, Inc. has completed the garnma radiation survey at the subject site. The survey was perfonned in accordance with our professional services agreement to you dated June 17,2008. Gamma radiation measurements were taken on an approximate250 foot grid pattern and at the corners of existing buildings using a Ludlum Model3 survey meter and Ludlum Model 44-9 detector. The readings were taken at about 2% feet above the ground surface.Nlooel z+z+-v Oeteqor. r ne rea0mgs were taKen at aDOut I /z leet aDOVe tne grounc The area of steep terrain in the northwest portion of the site is not proposed to be developed and was omitted from the survey. The radiation readings are shown on Figurel. The 62 readings taken at the site ranged from 0.02 to 0.04 millirems per hour. The gaflrma radiation survey readings taken at the subject site are typical of the background level in the Rifle area. Based on the galnma radiation survey of the project site, radiation mitigation is not needed. However, there is a potential that radon gas could be present in the area. It is difficult to assess future radon gas concentrations in buildings before the buildings are constructed. Testing for radon gas levels could be done in the completed buildings. New buildings are often designed with provisions for ventilation of lower enclosed (crawlspace or basement) areas should post construction testing show unacceptable radon gas concentration. If you have any questions, or need further assistance, please call our office. Sincerely, HEPWORTH - PAWLAK GEOTECHNICAL, INC. /tt \ \\ q\5=-( Madelyn M. Wilson Environmental Scientist Reviewed by: Valuescc: Knight Planning Ituight \JrUz ' , Y iJa.iliT,amWffi Parker l0l-841-7119 o (-'oloratLr S1',;11g5, 719-6)1-55il o Silr, , -J .l L---erl--*,e-:- I T', r---TTr:-r=31- L_$,__re_4I L*L -I''ei*';:M,irfi-: lli={r ll-l +U +-ll _{1--=- -j, --=8 , \=---- 04 outcKSil I r" .RASS ME.A R'AD oulcKsll c&Etecr' HEPWORTH PAWLAK GEOTECHNICAT APPROXIMATE SCALE: 1 " =200'ffio 125 250 375 LEGEND: O Radiation Measurement (milh0 NOTES: Site plan and topographical information provided by High Country Engineering, lnc. GAMMA RADIATION SURVEY VALUES QUICKSILVER COURT SUBDIVISION JOB NO. 108 3394 FIGURE 1 IIlrliilllrL'] *Ta6 9] 9t il TiI 4d=EE*a4*448A,A\ZZAEfifififi; gAgiH;;E;if;Ea=.1140on9rE b- 2-' egat eqq6 t- I I I I I I __l I I ( \ ll.))r 7ifi il E il# rjil:rE iii " iii:El-q )ll tl,d I EE ,i,i )))z( ,:/," ,,'i," ' -' t/,\ ,','./ dkti!' io tll sgq'ff PF tii ro',l/ Eo ll, ''i,r 16 ,ltI e ./;/') i,/,' ' , ."/r' z' il7' ii 9d HX ;ifrE 6,1 ;s c . aiit EiFt -=-_ \ o&Ei >:- o 'U o o-t'l iEi eiii ilie;! i EIEEEIIE' llllliiiEiIEEiil;iEE i,l ,"'llt ,lll (lj!(, iiitl tll HIGH COUNTRY ENGINEERING, INC. t4 |NWRNESS DR|VE ilST, SE F-l20, ENGLEWOOD, CO AOI l2 PHONE (303) g2Hru FU (m3)92ms7 tStT BlxEAWNUE, ffi IOt, GLENWMD SPRINGS, COATAOI PHONE (A70) 9&676 FM (970) e62565 HASENBERG,/ DANIEL.S GARFIELD COUNTY. CO QUICKSILVER COURT SUBDIVISION MASTER UTILITY PLAN 3 ;;; as gE i :lI " €e ; ll' iB i r1i\:.- rr.1 E' " ti\vz{ifli ' f,E isli L_ 9J r| iti,li ,, iq ru- ":-T-- iB cl0 ; 6 ^g ai A=2ai* c I!Ea9 ni. a- _-E 3s I lI o iN3 gr5 r {6_ 6 >:^c I I I I I I I I I I I I I I I I I I I I I I .{ \) ii /i -"\i,(t,ti Erif;XliiE*f, ),t) ili?)# ,:l' ,'/,)2,'/ri iii " i;\ t/,' ' PF tii 9E llit,'i' ,'//' i/i \.....\.\\\. 'r r\ 6g Fiq B3' Hr He fir ffifi 6,1 rc c . di is ii -=-_ i-t ft;tttI tt Iiil Ii,'il 1 i.-, 1 L__l 4X :e 6> *d=EE*a**d*f Bie;llBEBEBBI Eilr=IIiE:qHi.414 t40onhrH 'c' 2-= ilgat ec4fi I i! ltt ,l lt ,'ll '',1'!'!,' '1,), til I { NTon{ootrm{t@_-o^ov HASENBERG,/ DANIELS GARFIELD COUNTY. CO QUICKSILVER COURT SUBDIVISION MASTER UTILITYPLAN HIGH COUNTRY ENGINEERING, INC.I ono DATE REVISION CALL UTILIry NONFICANON CENTER OFCOLORADO l -aoGg22-1 987I -"---"'FE-oiiiii6aTeircsa Fu(3o3)s2rcs7tt 15t 7 BlxE AVENUE, STE tO l, GLENWOOD SPRTNGS, CO Al60l' pHoNE(97o)94t8576 Fff(97o)94F2555 ww.HCENG.COM CAI2BUSINESS OAYS IN ADVANCE BEFORE YOU OIG. GRADE. OR*CAVAIE FORBE MARKING OF UNDERGROUND MEMBER MUN6MUl 6g Be-'f a*b: F Ipiii IBr"' I 'f I I I rl lr,l rl - ----) '%t:ii( iii ir Iit 'i L.,\L 1l ii Page I ofl Knight Ptanning $ervices From: Dan Dennison[DDennison@hceng.com] Sent: Monday, June 16, 2008 1:40 PM To: Craig Richardson Cc: Terrill Knight (kps@vail.net) Subject: Quicksilver Court Subdivision Craig, Attached is the master utility plan which shows the water services and well easements for allthe shared wells. Services are shown along the access easements to each lot served by the well unless the well is to serve the lot in which the well resides. Any additional service piping will be determined once the building footprints are located. Dan Dennison High Country Engineering, lnc. 1517 Blake Avenue Glenwood Springs, CO 81601 Ph: (970) 945-8676 Fx: (970) 945-2555 Email: ddennisoii@hceirg. corn NOTICE: Use of this electronic media by anyone other than High Country Engineering. Inc. shall be at the sole risk of such user and without liability or legal exposure to lligh Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic rnedia. No virus found in this incoming message. Checked by AVG. Version: 7.5.524 / Virus Database: 270.3.011505 - Release Date:611612008 7:20 AM 7/t4/2008 GARFIELD COLINTY Building & Planning Department Review Agency Form Date Sent: September 9, 2008 Comments Due: October 10,2008 Name of application: G. H. Daniels III & Gregory Sent to: Garfield County requests yorr comment in review of this project. Please notifl, the Planning Department in the event you are unable to respond by the deadline. This form may be used for your response, or you may attach your own additional sheets as necessary. Written comments may be mailed, e-mailed, or faxed to: Garfield Courty Building & Planning Staffs contact: Craig Richardson 109 8th Street, Suite :Ot Glenwood Springs, CO 81601 Fax: 970-3 84-3470 Phone: 970-945-8212 General Comments: Garfield County Road & Bridge Department has no objections to this application with the following comments. Ouicksilver Court is not on a County road and all construction will be exempt from the The added traffic volume onto Cr. 3 i9 will not affect the total traffic load as Cr. 319 is an Name of review agency: Garfield County Road and Bridge Dept By: Jake B. Mall Date September 16.2008 Revised 3130100 DEPARTMENT OF NATURAL RESOURCES DIVISION OF WATER RESOURCES Craig Richardson Garfield County Planning DePt 108 8th St Ste 201 Glenwood Springs CO 81601 Re: Quicksilver Court Subdivision Preliminary Plan Secs. 22 and27, T65, R93W, 6TH PM W. Division 5, W. District 39/45 Dear Mr. Richardson: We have reviewed the above referenced plan to createi a subdivision by merging two properties of approximately 39 plus acres and subsequently, subdividing the property into individual lots. The properties are owned by Jody Daniels and Greg Hasenberg. The combined acreage of the subdivision would be approximately 79.82 acres. This preliminary plan proposes that t6e subdivision would be subdivided into seven lots. Jody Daniels owns the 39'93 acre property to the north that is proposed to be lots 4, 5, 6 and 7 Greg Hasenberg owns the 39'89 ,.r" piop"rly to the south that is proposed to be lots 1, 2 and 3' The plan proposes the development of 7 single family dwelling units and 5 accessory dvrelling units. Each lot will contain one single family OwJtling un'rt. Rn existing residence is located on lot 3. The applicant proposes to provide water servicJs through wellJ pursuant to a contract with the West Divide Water Conservancy District. Sewage *ilt Ue through individual septic disposal systems located on each lot. According to information provided by the applicant in the Preliminary Plan and associated materials including the Water Supply Plan by JeHN Enginee,-ing, three wells would be used to serve the 7g.82 acre property. Lots i , 2 and 3 would be served by one existing well (Pernrit No. 276142) and lots 4, 5, 6, ,na I would be served by two existing wells (Permit Nos. 66062-F and 216160). The size of each lot varies from approximately 10 to l7 acres. Currenly, well permit no.276142was issuecj for a monitoring well only. Permit no. 66062- F was issued for ordinary household purposes inside four single family dwellings, fire protection, the irrigation of not moreihan 20,000 square feet of home, gardens and lawns and the watering of up to Jignt domestic animals in accordance with its water allotment contract. Permit no. 216160 was issued for ordinary household purposes inside three single family dwellings, fire protection, the irrigation of not more than one acre of home, gardens anC lawns and the watering of domestic animais. The applicant proposes to serve several lots by cornmon wells that will require rtew well permits and augmentation. New well permits (e.g., characterrized as non-exempt wells) wili need io be acquired irom the State Engineer's office. All wells vrill need to be augmented' Currently, the applicant proposes to augment the wells via Water District contract. The production rate for the weils under permit #276142 and 66062-F is less than 15 gallons per mtnute. This information is insutficient for issuance of new well permits. Additional information was provided in the Water Supply plan; however, 1re necessary rnformation to evaluate the physical adequacy of the w-ells was omitted. The water district contract provided in the lVater Supply Plan was illegible' The Bill Ritter, fr. Governor RECEIVEil, fs*lp;'#um SEP 2 22009 Dick-worfe,P.E. GARF iEr-D Cwt.,rr i , BUILD'NG A PLANNiNG September 18, 2008 Office of the State Engineer 1313 Sherman Street, Suite 818 r Denver, CO 80203 ' Phone:303-866-3581 r Fax: 303-866-3589 www.water.state.co.us Craig Richardson Quicksilver Court 2 September 18,2008 applicant should have provided a complete and legible copy of the Water Supply Plan for this review. lnsufficient information was provided concerning the physical adequacy of the water supply. As stated in CRS 30-28-133(3)(d), the subdivider is required to submit "Adequate evidence that a water supply that is sufficient in terms of quality, quantity, and dependability will be available to ensure an adequate supply of water for the type of subdivision proposed." Adequate evidence is usually provided in the form of a water resource report, prepared by a professional engineer or water consultant, which addresses the quality, quantity, and dependability issues. A report of this nature was not provided. See the attached Guidelines for Subdivision Water Supplv Plan Reports for the necessary information Due to the lack of valid well permits and a water court approved augmentation plan, the State Engineer finds pursuant to CRS 30-28-136(1XhXl), that the proposed water supply will cause materiai injury to ciecreed waiei' rights airci is inadequaie. ln aijdition, due to a lack of information, we are unable to comment on the physical adequacy of the water supply. lf you or the applicant has any questions concerning this matter, please contact me at this office for assistance. Sincerelv. .aF-/4.-L Water Resources Engineer MJV/Subdivision/QuicksilverCourtSubdivision. doc cc: Alan Martellaro, Division Engineer, Division 5 Mike Mello, Water Commissioner, District 39 Re, Crvlt- EtqcruEeRtNG LAND SUnVEYINC An hrpIr1,ce-0wnt-il ( irrrpeny December 15, 2008 Randy'Withee, County Er-rgineer Jeff Nelson, Assistant Counry Engineer Garfield County Engineering Airport Operations Center 0375 County Road 352 Rifle, CL) 81650 Substar-rtial Cornpletecl lmprovements for Quicksilver (lourt Subdivision, Locatetl in Garfield County, Colorado Project No. 2081058.00-081 1 The purpose of this letter is to inform yorr that the Contractor, EnCana Oil and (las, arrcl the Subcontractor, Moody Construction, for the subject site have substar-rtially completecl the constnlction of Qr-ricksilver Court and associatec{ improvements. The fir-ral col)struction differed from the original plans in tl-rat the roacl section was changecl from 8" of Class 6 to 3" of Class 6 on 7" of J" road base. This letter is to certifii by the prroject engineer, Higl-r Cor.rr-rtry Engir-rccring, lnc. (HtlE) that, 1. All work perforr-ned ancl materials supplied are in accept?urce witl-r tl-re piar-rs aucl specifications. Allwork has beer-r performed in a workman like manr-rer. Based on periodic inspections (reports attached), High Country Engineering has inspected, approved, and hereby certifies that all substantial improvernents have been constructed in accordance with tl-re plans and specificatior-ts. Geotechnical Testing was done anc{ completecl by CTL Tl-rompson (reports attachecl). Revegatation will be completed after the spring thaw as allowecl by Garfielc-l Counry stan.larc1s. The certificarior-r of completion is not inter-rdecl r-ror sl-rall it in any manner relieve or cliscl-rarge any parry, including but not lirnitec'l to, all contract()rs auc'l sttbcot)tractors :f the (-)wner, from meetir-rg any or all requirements irnposed by contract clr law, incltrding commonly accepted indlrstry practices. Z. ). 4. 1517 Blake Avenue, Suite 101 Glenwood Springs, CO 81601 970.945.8676 phone 970.945.2555 fax Mission Statement "To provide quality service, striving for pert'ection, whi le rnaintaining the highest level of integritY'"wwwhceng.com TEST INo I rocArloN STA 5+50 AT CENTER LINE 03 l*r. I e7o 8.6 I 115.5 CLIRVE NO a JOB NO GS05313.000 CURVE NO z JOB NO GS05313.000 STA 3+OO AT CENTER LINE oru ourcx stlvEn couRi Compaction Test Report CLIENT ENCANA OIL & GAS 2717 COUNTY ROAD 215, SUITE PARACHUTE CO 81 635 MorsruRE wrrHrN +2 -2 % OF OPTIMUM cTL I THOMPSON 12l05/08 PRo.JECT Nur,4BER GS0531 3.OOO REPORT NU[,4BER. 4 SHEEr 1 oF 1 QUICKSILVER COURT DANIELS/HASSENBERG SU BDIVISION GRASS MESA GARFIELD COUNTY, CO AGGREGATE BASE COURSE THIS REPORT PRESENTSOPINIONS FORNIED ASA RESULTOF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY CONIPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIIVES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OIHER THAN THOSE TESTED TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS, DATE: Phase SPECIFICATIONS 95 100 e. oF MAXTMUTII ASTM D 698 SUBJECT TYPE OF COMPACTION EQUIPMENT AND NO, OF UNITS] 1)VTBRATORY SMOOTH DRUM ROLLER MoISTURE ADDED BY NATURAL THICKNESS OF LIFT INCHES ryPE OF EARTH MOVING EQUIPI\iIENT AND NO. OF UNITS 1)BLADE PROGRESS REPORT DENSITY TESTS 3 & 4 WERE PERFORMED ON THE 3-INCH MINUS AGGREGATE BASE COURSE. THE AREA OF DENSITY TEST NO. 3 WAS DETERMINED TO HAVE 3-INCHES OF AGGREGATE BASE COURSE. THE AREA OF DENSITY TEST NO. 4 WAS DETERMINE TO HAVE s.INCHES OF AGGREGATE BASE COURSE. THE CONTRACTOR WAS INFORMED OF THE THICKNESS DETERMINATIONS AND THE DENSITY TEST RESULTS. DENSITY TEST RESULTS ARE UNSATISFACTORY DUE TO THE LOW MOISTURE CONTENT. IT WAS SUGGESTED TO THE CONTRACTOR TO MOISTURE CONDITION THE 3-INCH MINUS AGGREGATE BASE AND TO RECOMPACT. RETESTS WILL BE REQUIRED. THE EARTHWORK CONTRACTOR INFORMED OUR FIELD REPRESENTATIVE THAT ADDITIONAL BASE WILL BE ADDED AND MOISTURE CONDITIONED. IT WAS SUGGESTED TO THE CONTRACTOR TO REWORK THE UNSTABLE SUBGRADE WEST OF THE CULVERT, THE SUBGRADE IS UNSTABLE UNDER THE LOADS OF THE BELLY DUMPS. IT WAS SUGGESTED TO THE CONTRACTOR TO REMOVE THE SOILS THAT ARE UNSTABLE AND REPLACE IT WITH 3-INCH MINUS. AGGREGATE BASE OR 3/4INCH AGGREGATE BASE COURSE. JODY DANIELS WAS INFORMED OF OUR FINDINGS AND OUR SUGGESTIONS. IN OUR OPINION, FItL COI\,4PACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) IN OUR OPINION, FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S)3&4 4-6 tr a SCOPE OF OBSERVAIION SANDON THIBAULT r---) FULL L--J rrure B eenroorc oN CALL Bnsts:p CoN-IRACTOR S oR cLlENls REPRESENTATIVE oPERATORw &,*,.,, LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 81601 | Phone: 970-945-2809 | Fax: 970-945-741 1 FIELD REPRESENTATIVE DB CTLITHOMPSON, rNC. TEST TYPE LABORATORY FI ELD COM-SOIL TYPE DENSITY PCF or,4c%UKY DENSITY PCF t\4c9; FEET JAC T ION % 4.8 91 0.3 NUC 127.0 8.6 128.0 r+-o 100 + I Test Report ctTENT ENCANA OIL & GAS Compaction .I.i. GTL I THOMPSON DArE 12108/08 PRorECr N(IMBER GS05313.000 REPORT NUMBER: 5 SHEET; 1 OF 1 2717 COUNTY ROAD 215, SUITE 1OO SUBJECT QUICKSILVER COURT PARACHUTE CO 81635 DANIELS/HASSENBERG SUBDIV|S|ON GRASS MESA GARFIELD COUNTY, CO AGGREGATE BASE COURSE TEST NO,LOCATION 1 DEPTH FEET TEST TYPE LABORATORY FI ELD COM- PACTION % SOIL TYPEIVIAA DENSITY PCF OIVC%DRY DENSITY PCF t\4c% RETEST NO. 3 NUC 127.0 8,6 I 19.6 6.6 94 CURVE NO 2 JOB NO GSo5313.000 J RETEIT NO. 3A NUC 127 "0 8.6 120.6 6.7 95 CURVE No 2 Loe No csiisi3^ooo 4 RETEST NO,4 NUC 127.0 8.6 130.4 5.6 1oo * CURVE NO 2 JOB NO GSo5313.000 BELOW THIS REPORT PRESENTSOPINIONS FORI\,4ED ASA RESULTOF spEClFtcAloNSr 95 % oF MAXIMUM ASTM D 698 oUR oBSERVATION oF FtLt pLACEt\ilENT, AS wELL AS THE TESTS r\rolsruRE wtrHtN +2 ro -2 % oF oplMUM SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COIVPACTIVE EFFORTAND MOISTURE TYPE OF COI\4PACTION EQUIPMENT AND NO, OF UNITS: 1)VTBRATORY SMOOTH DRUM ROLLER TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPEC]FICATIONS, MoISTURE ADDED BY WATER TRUCK THICKNESS OF LIFT INCHES TYPE OF EARTH MOVING EQUIPMENT AND NO OF UNITS 1)BLADE 1)BACKHOE PROGRESS REPORT DURING THIS VISIT THE CONTRACTOR HAD THE 3-INCH MINUS TO GRADE ACCORDING TO THE BLUE TOPPING STAKING. RETESTS WERE PERFORMED AND THE DENSITY TEST RESULTS ARE SATISFACTORY. THE SITE WILL BE VISITED TOMORROW. |7 rru oun oprr.rroN, FtLL coMpACTloN MEETS spEcrFrcATtoNS AS INDTCATED BY ouR oBSERVATtoNS AND TEST No.(s) ! rru oun oplNroN, FILL coMpACTroN DoES Nor MEET spECrFrcATroNS AS TNDICATED By ouR oBSERVATToNS AND TEST No.1sy 3A 4-6 SBBEEuo^l,._ tr !lr-t @ ernroorc, oN cALL BASrs; 17 coNrRrc16p 5 oR cLrENls REPRESENTAIvE GARY WITH MOODY SANDON THIBAULT qoNSTRUCTTON.t-br.r,*,\ FIELD REPRESENTATIVE DB CTLITHOMPSON, INC APPROVED BY DAN DOWNING LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO Bl 601 | Phone: 970-945-2809 | Fax: 970-945-741 1 Phase: 3B,44 I Compaction Test Report CLTENT ENCANA OIL & GAS 2717 COUNTY ROAD 215, SUITE PARACHUTE CO 81 635 DATE Phase cTL I THOMPSON l2lOglOB PROJECT Ntrt\4BER GS05313-000 REPORT NUN,4BER; 6 SHEETT 1 OF ,l QUICKSILVER COURT DANIELS/HASSENBERG SUBDIVISION GRASS MESA GARFIELD COUNTY, CO AGGREGATE BASE COURSE 100 SUBJECT TEST NO LOCATION 1 DEPTH FEET TEST TYPE LABORATORY FIELD COM. PACTION SOIL TYPEIVAX DENSITY PCF OIVC% IJRY DENSITY PCF I\,1C9i, STA 2+50 CENTER LINE 0.0 NUC 123.4 9.9 1.18.2 6.5 96 CURVE NO 3 Ct.J QUICKSILVER COURT JOB NO GS05313.000 STA 4+75 CENTER LINE or,r ourcxsuven counr 0.0 NUC 123.0 9.9 119.5 6.5 97 CURVE NO 3 JOB NO GS05313.000 SPECIFICATIOI'JSI 95 TYPE OF COMPACTION EQUIPMENT AND NO. 1)VTBRATORY SMOOTH DRUM % oF MAXrMUrvl ASTM D 698 +2 ro -2 % oF oPTTMUIII OF UNITS: ROLLER THIS REPORT PRESENTS OPINIONS FORIVED AS A RESULTOF OUR OBSERVATION OF FILL PLACEIMENT. AS WELL AS THE TESTS SHOWN ABOVE. WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED CON/PACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSETESTED. TEST DATAARE NOTTHE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL IMEETS SPECIFICATIONS, I\,lOISTURE WITHIN I\,4OISTURE ADDED BY NATU RAL THICKNESS OF LIFT INCHES TYPE OF EARTH I\,4OVING EOUIPMENT AND NO. OF UNITS 1)BLADE PROGRESS REPORT THE CONTRACTOR HAD THE 3/4 INCH AGGREGATE BASE COURSE PLACED AND COMPACTED AT THE TIME OF THIS VISIT. DENSITY TEST RESULTS ARE SATISFACTORY. THE CONTRACTOR CONTINUED TO FINE GRADE AND SHAPE THE ROADWAY AFTER DENSITY TESTING WAS PERFORMED. 5&6 IN OUR OPiNION, FILL CO[,,lPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO,(S) IN OUR OPINION, FILL COI!'IPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO,(S) Z tr SCOPE OF OBSERVATION: SANDON THIBAULT tr iirti, f nrnroorc,oNCALLBASrs; lZ coNTRACToRSoRCLIENISREPRESENTATTVE GARYWITH MooDY FIELD REPRESENTATIVE DB LABORATORY/FIELD MANAGER 234CenterDr. lGlenwoodSprings,COBl60l lPhone: 970-945-2809 lFax.970-945-7411 Page I ofl Knight Planning Services From: Dan Dennison[DDennison@hceng.com] Sent Monday" June 16,2008 1:40 PM To: Craig Richardson Cc: Terrill Knight (kps@vail.net) Subject: Quicksilver Court Subdivision Cra[g, Attached is the master utility plan which shows the water services and well easements for all the shared wells. Services are shown along the access easements to each lot served by the well unless the well is to serve the lot in which the well resides. Any additional service piping will be determined once the building footprints are located. Dan Dennison High Country Engineering, lnc. 1517 Blake Avenue Glenwood Springs, CO 81601 Ph: (970) 945-8676 Fx: (970) 945-2555 Ernaik ddennjspn@hceng.co,6 NOTICE: Use of this eiectronic media by anyone other than High Country Engineering, Inc. shall be at the sole risk of such user and without liabiliry or legal exposure to IIigh Country Engineering, Inc. By saving these file(s), the user accepts responsibility for this electronic rredia. No virus found in this incoming message. Checked by AVG. Version: 7 .5.524 / Virus Database: 270.3.011505 - Release Date: 6/1612008 7:20 AM 7/14/2008 r--=---::--l----j t_ I I I I I I IE rg I IL- irlc ( I a r,,' EB-r o1 6a 3h E - \) L*_:ffi. it ili /, \tl ( tit #\ ili ni '),J),il' ,'/,, \:splEE tl?* ll' .,'!/i/i Tlit' I t! lltIrl. Ilt iii ))) ,ll,'/ 'll it d I p 'a ,z' li ffiffi ?4 9I>fi x9 d*qEE{a{4{{E EBIiIgiSBBBi EE!iPfi*H;EE{ $ e: f;-E EidE 9zrg 8{p- I i 9P ;El iiii iiiiiE E aiaEriEi u Iqi ;ili3ii!EE E Ei;iiIE EiiEIiSiBiiEiiIfiIEI4tE"udeF;.*d 93 I I I i! i!i ,lll \,lltl ,rlllt {ii jriil tlt lit I il i/ 1l i i/ L_-_. '.fr E'd q a r"'.I _ \\\ ) i I !---t- \ o)of 3o:f++ (,^) r= l HASENBERG / DANIELS GARFIELD COUNTY, CO QUICKSILVER COURT SUBDIVISION MASTER UTILITY PLAN I I -- rrt - p-o-ll 5 9Se tl, { x F*' Irl I 3ll ; g I '// -;t:z/ ltlz ltt Bglil :'* aI I t b: tr ili Be-tit r tlrl,ltlttlr 1lr r 4 TNVERNESS DnryE EASrt STE r.r 20, ENGLE$/OOD, CO AO I I 2PHONE(3O3) 92Hil4 FAX (3O3) 92s547 I 51 7 BUKE AWNUE, SE tot, c. EW@D SPRINGS. 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