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HomeMy WebLinkAboutCompaction results and flow fill ticketsW1k 0 C ONSTRUCTION OMPANY October 30, 2007 Town of Vail 75 S. Frontage Rd. Vail, CO 81657 To Whom It May Concern: The compaction testing has been completed for Solaris, at 145 East Meadows Drive. Also supplied are the copies for flow fill on the Solaris project and the Ritz project. Mitch Cunningham Superintendent Cc: Kouskoutis 27028 7302 Ivanhoe • Commerce City, CO 80022 • 303 - 287 -3322 • Fax: 303 - 287 -3324 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 01/10 fax transm ' i ' ttal sheet Date: 12� -/7- U ? Fax: Name: Company: Project: Re, . _ a'r L m46 P` s o l �l�li I::'I� ' 'I�n�� • �:.'�'!1.1_��w .'�: �: • ^_r.1 =J.. Y �IT ": L �7CD ?�5 �/ Ph: No. of pages transmitted (including cover sheet): ***«r..* * ** * * *** **** **** ** **** *** * ******** ** *** ** * *x*********** if you do not receive all of the described material, please telephone: Sender's Name, Business Phone; ( 2 945 - 2809 Fax: (970) 945 -7411 *** ** * ** tit******************** w *P** *wxxwi *x * ***W** * * * ** **** * ** Comments: C0NF7DEN7/ALITY N077CE: Information transmitted with this FAX is intended only for the use of the individual or entity to whom it is addressed and may contain information that is privileged, confidential, and exempt from disclosure under applicable law, if you are not the intended recipiont, any dissemination, distribution, or copying of this communication is strictly prohibited. If you have recelved this communication in error, please notify us immediately by telephone and return all pages of this FAX transmittal to us by the U.S. Postal Service to the address shown below. Thank you. CTL I THOMPSON, INC. 234 Certler brive. Gletlwood Sprinp5:, CO 91(901 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 02110 Compaction Test Report IIF.NT SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 CTL f THOMPSON LATE. _ 09f26107 PROJECTNUMRI:h 5050$5 000 F'hasr.: REPORTNUMBI_F` 7 tiHF�'I Or SkJ14JECT SOLARIS EAST MEADOW DRIVE VAIL, CO WATER LINE BACKFILL TEST NO, I: OCAl1 DN 1 LABORATORY FIELD DEPTH TOST MAX I'Dt hRY MG./. COM- $OIL TYPE FEET TYPE DFNSITY DENSITY PAC710N F'CF PCF 17 1 1 15O'E OF NW CORNER OF SITE FAST OF PROPERTY LINE 6.0 NUC 90 - E OF NW CORNER OF SITE - NUC EAST OF PROPERTY LINE 5.0 130'W OF NE CORN OF SITE EAST OF PROPERTY LINE 6.0 NUC 75'W OF NE CORNER OF SITE EgST OF PF20PRfl' LINE -- - - - 5.0 NUC SFECIFICATIGNS: 1OO % MAXIMUM ASTM D 698 MOISTURE WITHIN '3 TO +3 % OF OPTIMUM TYPE OF COMPACTIOIJ EOUIPMENI AND NO. OF UNITS: 1)SHEEPSFOO ROLLER 131.5 7 -3 135.4 7.0 131.5 7.3 132.1 7,1 131.5 7,3 132.3 6.8 131.5 7.3 132 -1 7.0 'THIS REPORT PRESENTS OPINIONS FORMED A`; A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS W ELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTORTO APPLY THE NECESSARY COMPACTIOE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED, TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATION. 'IHICKNESS OF LIFT INCHES MOI.TURE ADDED BY TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS; 4 \I nnnFR PROCRESSREPURT AS REQUESTED, A SITE VISIT WAS MADE TO OBSERVE WATER LINE BACKFILL AN COMPACTION AND MOISTURE TESTING AT THE ABOVE LOCATION. TESTING INDIC COMPACTION AND MOISTURE CONTENT. 16 -19 L=-J IN OUR pPINION. FILL COMPACTION MELTS SPECIFICATIONS AS INDICATED BY OUR OR,'ERVATIONS AND TEST NO .(S) - ❑ IN OUR OPINION. FIL L COMPACTION DOES NO'r MEET SPECIFICATIONS AS INUICATEU BY OUR OBSERVATIONS AND TEST NO.(S) FULL CONTRACTOR'S OR CLIENTS REPRESENTATIVE OPO OF 10N' ❑TIME.: Q PERIODIC. ON CALI OA51a; ❑ ADVISED ,TISFACTORY ROBERT 13LACKWELL CTLIT HOMP$ON , INC, PIELDPEPRESENTA]INr APPROVED 9Y DAN DOWNING DS LA130RATORYIFIELD MANAGER 2 34 Cenlei Dr. I GiPnWOOd Springs, Co 81601 1 Phor)e: 970 -945 -2809 1 Fax: 970 -945 -7411 CURVE NO 1 1OO 4- JOB N OG ' sam ,nno NO 1 100 j CURVE JDBN0 GRnscBs,Doa euRvt NO 1 100 * JOB No csosoes.000 CURVE NO 1 00 JOB NO GSOSOP5.00o 'THIS REPORT PRESENTS OPINIONS FORMED A`; A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS W ELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTORTO APPLY THE NECESSARY COMPACTIOE EFFORT AND MOISTURE 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 SPECIFICATION. 'IHICKNESS OF LIFT INCHES MOI.TURE ADDED BY TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS; 4 \I nnnFR PROCRESSREPURT AS REQUESTED, A SITE VISIT WAS MADE TO OBSERVE WATER LINE BACKFILL AN COMPACTION AND MOISTURE TESTING AT THE ABOVE LOCATION. TESTING INDIC COMPACTION AND MOISTURE CONTENT. 16 -19 L=-J IN OUR pPINION. FILL COMPACTION MELTS SPECIFICATIONS AS INDICATED BY OUR OR,'ERVATIONS AND TEST NO .(S) - ❑ IN OUR OPINION. FIL L COMPACTION DOES NO'r MEET SPECIFICATIONS AS INUICATEU BY OUR OBSERVATIONS AND TEST NO.(S) FULL CONTRACTOR'S OR CLIENTS REPRESENTATIVE OPO OF 10N' ❑TIME.: Q PERIODIC. ON CALI OA51a; ❑ ADVISED ,TISFACTORY ROBERT 13LACKWELL CTLIT HOMP$ON , INC, PIELDPEPRESENTA]INr APPROVED 9Y DAN DOWNING DS LA130RATORYIFIELD MANAGER 2 34 Cenlei Dr. I GiPnWOOd Springs, Co 81601 1 Phor)e: 970 -945 -2809 1 Fax: 970 -945 -7411 10/'17/2007 10:07 �-- r-- Compaction Test Report 9709457411 ••IzNT SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 CTLGLENWOOD PAGE 03/10 TL i TE-1 sON DATE. — 09/27107 —GZQ- D.8 L Fliase. RGr0RI NUMOER: $ :HEF r . �— OF s uFIJECT. SOLARIS EAST MEADOW DRIVE VAIL, CO WATERLINE TRENCH BACKFILL TEST NO LOL:ATION 170'W OF NE CORNER OF SITE ZO WEST OF PROPERTY LINE 140'W OF NE CORNER OF SITE 21 WEST OF PROPERTY LINE 150 - E OF NW CORNER OF SITE 22 EAST OF PROPERTY LINE 907N OF NE CORNER OF SITE 23 WEST OF PROPERTY t WE 907V OF NE CORNER OF SITE 24 WEST OF PROPERTY LINE ?5 1 120'W OF NE CORNER OF SITE EAST OF PROPERT LINE LABORATORY FIELD DE TEST MAX OMC`Yn DRY MCA ("Om- SOILT)'PE TYFF. DENS) Y DEN, PACTION FEET FI'.� — CURVE NO •1 6.0 NUC 131.5 7.3 136.4 7.0 100 + JOB NO GS05095.000 CURVE NO I 5.0 NUC 131.5 7.3 132.1 7.1 100 JOE NO a-MU11 .000 CURVE NO 1 4.0 NUC 131.5 7.3 132 -3 6.8 100 + Joe NoGS050mmg (, NO 1 6 -0 NUC 131.5 7.3 133 -3 9.4 100 + JOB NOGS05085. CURVE NO 1 5.0 NUC 131.5 7.3 131.7 7.9 100 ,x79 Nocs09oacmc CURVE NO I T 3. NUC 131.5 7.3 132.3 7.0 100 + JOB NO GS05085.090 SPECIFICATIONS. 1OO AOFMAX ASTM D 698_ MOI$TIIRE wI THIN A TO +3 % OF OPTIMUM TVPE OF COMPACTION COUIPMENT AND NO. OF UNITS 1)SHEEPSFOOT RO LLER THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATIDN OF FILL PLACEMENT, AS WELL A$ 'rHE TESTS SHOWN AEOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIOE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMC•S 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 SPECIFICATIONS. THICKNEG; OF LIFT INCHES MOISTURE ADDED BY TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS. -Ix OADER PROGRESS RE -PORT A AS REQUESTED, BY CRAIG WITH WEITZ A SITE VISIT WAS MADE TO PERFORM COMPAC' ND MOISTURE TESTING AND OBSERVE WATERLINE BACKFILL. THE CONTRACTOR WVc -i ON SITE MATERIAL. MATERIAL WAS PLACED USING A LOADER. COMPACTIVE EFFORT WA � VED USING SHEEPSFOOT COMPACTOR. A REQUEST WAS MADE FOR A RETURN VISIT. 1 >( 20 -25 Q IN OUR OPINION. FILL COMPACTION MEETS SPECIFICATIONS AS if By OUR OBSFRVATIONS AND TESL NO.(3) ED W OUR OPINION, PILI. COMPACTION DOES NOT MEET SPECIFICATIDNE AS INDICATEO NY OUR OBSERVATIONS AND TEST NO.(S) SCOPE OF FULL D✓ r'ERIODIC, ON CALL BASIS; 2 AO E D TOR'S OR CLIENT'S REFRPS 12NTATIVE CRAIG WITH WEITZ OBRERVATrON TIME; ROBERT BLACKWELL C TLITHOMFSON.INC. FIELORFFRESENla APPROVF0Fly DAN DOWNING OB LABORATORY/FIELD MANAGER 234 Center Dr. I Glenwood Sprir'IgS, CO 81601 1 Phone 970- c)45 - 28091 Fax: 970 - 945 - 7411 10/i7/2007 10:07 Compaction Test Report 9709457411 IE "I SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 CTLGLENWOOD PAGE 04/10 111 JL: X41 ?RIn7 rRO.tl;l NIIMFIFr, X 505085 0 0IZ Pllygp REIICJRTNtITJ;F;: SHEET L Or 1... ,uOWCCI SOLARIS EAST MEADOW DRIVE VAIL, CO WATER LINE BACKFILL 26 -31 ❑/ IN DUR OPINION, FILL COMPACTION MEE'r9 SPECIFICA1 IONS AS INDICATED OY OUR 013SERVATIONS AND TEST NO.(S) _ O IN ()JR OPINION. FILL COMPACT ION DOES NUT MEET SPECIFICATION$ AS INDICATED BY OUR 068ERVATION; AND TEST NO (S) ... PUI t CONTRACTOR'S OR CI.IL•NTS FEPRE$VNTATIVE C RAIG WITH $COPE A n a✓ PERIODIC. ON CALL BASIS; ❑✓ ADVISFD i BSEPVATION: TIM WEITZ ROBERT BLACKWELL CTLITH INC. FIELDRE'RESENTATIVE APPROVED By DAN DOWNING DB LABORATORYIFIELD MANAGER 234 Gemwr Dr. I GIPtlwOOd Springs, CO 81601 I PllOfle: 470- 945 -2899 I Fax: 970- 945 -7411 LA(IORATORY FIELD IEST NO LOCATION TEST MAX OMC% DRY MC"/ C:OM SOILTYPr DEP H TYPE DENSITY DI=NSITY PACCTION FCFT PCF PCF % 120'E OF NW CORNER OF THE SITE CURVE NO EAST OF PROPERTY LINE 4,0 NUC 131.5 7.3 131.6 9.5 100 CUB NO GS05085.4nn 26 180'E OF NW CORNER OF THE SITE CURVE NO � EAST OF PROPERTY LINE 4.0 NUC 131.5 7.3 131.8 8. 100 JOU NO GS05085.000 27 60'E OF NW CORNER OF THE SITE CURVE NO 1 EAST OF PROPERTY LINE fi.0 NUC 131.5 7.3 131.7 G.4 100 JUDNOGS050es,o0o 28 W E OF NW CORNER OF THE SITE rtiRvC NO 1 _.. -. -.— EAST OF PROPERTY LINE 5.0 NUC 131.5 7.3 131.8 8.6 100 .Toe NO GS00005.000 'I 29 ti0'f= OF NW CORNER OF THE SITE CURVE NO -- _ —___. -- _ -- --- EAST OF PROPi RTY LINE ---- d66 NO G S05055.nnn 4.0 NUC 131.5 7.3 132.a 8.0 100 30 60'E OF NW CORNER OF THE SITE CURVE Na 1 InR NO c5osoA EAST' OF PROPERTY LINE 3.0 NUC 1 31.5 7.3 132.6 7.S 1 DO 31 I oELOwSUSC<RADE THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF 100 'K OF MAXIMUM ASTM D 698 OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS TI•IE TESTS SPECIFICATIONS: OrrrlMl IM SHOWN ABDVF, WE hAVE RELIED UPON THE CONTRACTOR TO MOISTURE. WITHIN - � �� +3 % OF APPLY THE NECESSARY COMPACTIOE ErPORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OF COMPACTION EQUIPMENT AND NO, OF UNIT:: OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN TYPE THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS POR 1)SHEEPSFOOT ROLLER OPINIONS ON WHETHER THE FILL. MEETS SPECIFICATIONS. 7HICKNES-5 OF LIFT INCHES MOISTURE ADOFD OY — TYPE OF EARTH MOVING LOLIIPMENT ANO N0. OF UNIT$' 1)LOADER PROGRESS REFORl WITH WEITZ, A SITE VISIT WAS MADE TO PERFORM COMPACTIONIA ND AS REQUESTED BY CRAIG W THE CONTRACTOR VC USE.'TE TESTING AND OBSERVE WATER LINE BACKFILL. MOISTURE WAS PLACED AND SPREAD USING A LOADER, COMPACTIVE EFF.© WAS APPLIED MATERIAL. MATERIAL SHEEPSFOOT COMPACTOR. A RETURN VISIT WAS REQUESTED FOR THE NEXti . DAY. USING 26 -31 ❑/ IN DUR OPINION, FILL COMPACTION MEE'r9 SPECIFICA1 IONS AS INDICATED OY OUR 013SERVATIONS AND TEST NO.(S) _ O IN ()JR OPINION. FILL COMPACT ION DOES NUT MEET SPECIFICATION$ AS INDICATED BY OUR 068ERVATION; AND TEST NO (S) ... PUI t CONTRACTOR'S OR CI.IL•NTS FEPRE$VNTATIVE C RAIG WITH $COPE A n a✓ PERIODIC. ON CALL BASIS; ❑✓ ADVISFD i BSEPVATION: TIM WEITZ ROBERT BLACKWELL CTLITH INC. FIELDRE'RESENTATIVE APPROVED By DAN DOWNING DB LABORATORYIFIELD MANAGER 234 Gemwr Dr. I GIPtlwOOd Springs, CO 81601 I PllOfle: 470- 945 -2899 I Fax: 970- 945 -7411 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 05/10 COmpaCfioilT Test Report _IFNI SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 DATE 1 D109107 rr,Wr..r: I NlllADCR. (;S05D$5 gfl(l Phase: HPPOPT NUVI:I£rt. 1 0 f i IFFT: .St FrINX I SOLARIS EAST MEADOW DRIVE VAIL, CO STORM DRAIN BACKFILL TEST NO LOCATION NO TESTS PERFORMED . I.ABORA'rORY "I.. - TEST MAX I)I2Y CUM• SOIL 1'Yr'E D FFE TYPE DENSII Y CMS �'" fJENSM MC �' F'A o� ION PCF PCF SPFCIFICATIONB: % OF MAXIMUM nMOISTURF WITMIN TO % OF OPTIMUM TyYF. OF (:DMPACTIDN E0I IIPMENT AND NO. OF I INITS: MOISTURE ADDED By TYPF OF EARTH MOVING EOUIPMFNT ANr) NO. OF UNITS: THIS REPORT PRESENT$ OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIC0 UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE *TESTED. TEST DATA ARC NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF LIFT IN(:MEB PkOGRE$S REPORT ^� , AS REQUESTED 13Y CRAIG WITH WEITZ, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING AND OBSERVE STORM DRAIN BACKFILL. THE CONTRACTOR WVC PERFORMED TRENCH EXCAVATION AND STORM DRAIN PIPE PLACEMENT BUT NO BACKFILL WAS PERFORMEDD '" 4 THIS VISIT. A RETURN VISIT WAS REQUESTED FOR THE NEXT DAY. � ❑ IN OUR OPINION, FILL COMPACT ION MEETS SPECIFICATION$ AS INDICATED BY OUR OB$ERVAT IONS ANU TEST Nh. (S) IN OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS INDICATED ay OLIk OBSERVATIONS AND TEST NO.(S) -- SCOPE Or' CONTRACTOR'S ORCIIrNTSRF.,PRESENTATIVE CRA WITH W EI_T Z SCOPEVATION' ❑ TFULL IME; O RERI ON CALL 2 ADVISED ROBERT BLACKWELL FIELD REf• RE5ENTATN£ DB cni TH OM PSON, INC. AHPROVE08N' pAN DOWNING LABORATORY /FIELD MANAGER 234 Center Dr. I Glenwood Springs, CL "1601 I Phones: 970 - 945.2509 I Fax: 970 - 945 -7411 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 06/10 ` Test Report IFNT. $OLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 TE5'1 NO LOCATION NO TESTS PERFORMED GTE. t TKOM'F'SON -.-. IIATC. 101D D21 7 roc �tr.T NLina�EF S—�c� g pD RF.PO!TT niliulFlFR 11 ;I ICET ()I• .�� SOLARIS EAST MEADOW DRIVE VAIL, CO STORM DRAIN BACKFILL I LABLwATORY I`II,LL> DEPTH TEST MAX DMt �n QRY MC ( $t)u TYPE TYPE DENSITY (IFNSITY PACTION FEET PCF PCF %, SPEGIFI.ATIUNG - % OF MAXIMUM MOISTURE. WITHIN TO % OPTIMUM TYPE OF COMPACTION EO UIPMENT AND NO OF UNITS: MOISTURE ADDED BY _ TYPE OF EART41 MOVING EQUIPMENT ANO NO. OF UNITS: THIS REPORT PRESENTS OPINIONS FORMFG AS A RESULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMCS 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 MErT`; SPECIFICATIONS. THICKNESS OF LIFY INCHES PROG8ES5 REPORT AS REQUESTED, BY CRAIG WITH WEITZ A SITE VISIT WAS MADE TO PERFORM COMPACTION TRENCH EXCAVATION AND STORM DRAIN PIPE DRAIN PLA EMENT BUT NO BACKFILL WE WILIEl TESTING AND OBSERVE STORM THE N ;� TRl= TOMORROW. N ❑ IN OUH OPINION, FILL COMPACTION MEETS SPECIFICAT IONS AS INDICATED OY OUR UaSERVATION: AND TEST NO-(S) El IN OUR OPINION, FILL COMPACTION OOF9 NOT MEET $PECIF GATION5 AS INDICATED AY OI IR OBSERVATIONS AND TEST NO ( +) - FULL CONTRACTOR'S OR CLIENT'S RC C PRESENTATIVF , WITH WEITZ SCOPE- OF ❑ TIME: a PERIODIC, ON CALL BASIS; O✓ ACMSED OBS FRVATION: ROBERT BLACKWELL CTLITHOMPSON, INC. FIFLDRLf RESkNTATiVE APPHOVEOBY DAN DOWNING D13 LABORATORYIFIF =Lti MANAGER 234 Canter Dr. I Glenwood Springs, CO 816011 PI'lona, 970.9d5 -2809 I Fax; 970 - 945.7411 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 07/10 Compaction Vest Report .$--- , 1-- LICMI' SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 -TL � THLD 1, PSON p " .11 DAM: 1 QIQ"�I07 FF'C1.lFGT NUMNt -F'.. �j SO5OH5 - Q I - Fha;e: kFFOT'l NUMDER' 12 SHIFT Of 3U0JEGI SOLARIS EAST MEADOW DRIVE VAIL, CO STORM DRAIN BACKFILL TEST NO. 1. )CATION 150'E OF NW CORNER OF SITE EAST OF PROPERTY LINE 170 - E OF NW CORNER OF SITE EAST OF PROPERTY LINE 60'E OF NW CORNER OF SITE EAST OF PROPERTY LINE 120 - W OF NW CORNER OF SITE WEST OF PROPtRTY LINE 170'E OF NW CORNER OF SITE WEST OF PROPERl'Y LINE 110'E OF NW CORNER OF SITE EAST OF PROPERTY LINE 130'W OF NW CORNER OF SITE WEST OF PROPERT LINE 1 I..ABORAlORY FIELIJ TF,ST MAX Uf2Y MC'X (:OM• SOIL TYPE DEPTH TYPE DEN3I1 Y OMG'' pF.NSITY f'ACTION I EET PCF PCF '/, 3.0 I NUC 1 131. A 7.3 1136,0 1 6.5 4.0 NUC 131.5 7.3 131.5 7.3 2.0 NUC 131.5 7.3 132.1 7.4 4.0 1 NUC 1 131.5 1 7.3 1 132.7 16.3 2.0 1 NUC I 131.5 I 7.3 1 131.7 17 - 2.0 1 NUC 1 131.5 7.3 1132.3 1 6.3 3.0 1 NUC 1 131.5 - 7.3 135.1 - 6_6 1 BELOW SPECIFICATIONS: 100 % MAXIMUM ASTM D 698 TO SF C)F OFTIMI IM MOISTURE WITHIN TYPE pr COMPACTION EOLIIPMENT AND NO, OF UNfTS: 1)LOADER THIS REPORT PF:ESENTS OPINIONS FORMED AS A RkSULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVG, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIOE EFFORT ANU MOISTURE 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 TI•IE FILL MEETS SPECIFICATIONS, THICKNES5 OF LIFT INCHES MOISTURE ADDED BY TYPE OF EARTH MOVINC, COUIPMENT AND NO OF LINITS: TRACKHOE WITH COMPACTOR HEAD i I pRoGRFSS RPPORY T WAS MADE TO PERFORM COMPACTION AND MOISTURE TE�L� �G AND AS REQUESTED, A SITE VISI OBSERVE STORM DRAIN BACKi 1LL THE CONTRACTOR WVC USED ONSITE MATERIAL. e 3ACKFILL. MATERIAL WAS PLACE HEAD ATTACHED TO TRACKHOE WE WILL REVISIT � OR FURTA D BY ROLLER COMPACTOR TOMORROW. l�J IIJ OUR OPINION, FILI COMPACTION MEET; SPECIFICATIONS A$ IIJDICATEU BY OUP: ONSERVATIONS ANU TEST NO.(S) ❑ IN OIIR pPlNIpN. FILL C6MPACTI0N DOES NOT MEET SPECIFICATIONS A INDICATED BY OUR OBSERVATKWS AND TEST NO.(S) - FULI. CONTRACTOR'S ORG R I.IENT'S REYRFSENTATIVE C AIG W IT H WEITZ SCOPE OF TIMC. O PERIODIC, ON CALL BASIS. Q ADVISED orl5rRVATION: ROBERT BLACKWELL CTLITHOMPSON, INC. �IELUnEFNE�ENfATtvF Appr,cwt rw DAN DOWNING DS LABORATORY/FIELD MANAGER 2 04 CDnter Dr, I GIenwoOd Spring5, CC 61601 I Phone: 970 945 -280!a I Fax: 970 -945 -741 �'RVL'NO 1 100 + Jos NO C.5nS11A9.on0 CURVE NO 1 p0 JOB NO G505005.000 G(IRVF NO 1 1 DO JOB NO 6305485.000 C(1RVE NO 100 + JOB No 6505036.000 r,IJRVF N o 1 100 JOB NO 0905085,000 CIIRVE NO 1 1 OD + .Iqe NO G3ns085.000 CURVE NO 1 100 + JOS No Gs�soas:000 THIS REPORT PF:ESENTS OPINIONS FORMED AS A RkSULT OF OUR OBSERVATION OF FILL PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVG, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIOE EFFORT ANU MOISTURE 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 TI•IE FILL MEETS SPECIFICATIONS, THICKNES5 OF LIFT INCHES MOISTURE ADDED BY TYPE OF EARTH MOVINC, COUIPMENT AND NO OF LINITS: TRACKHOE WITH COMPACTOR HEAD i I pRoGRFSS RPPORY T WAS MADE TO PERFORM COMPACTION AND MOISTURE TE�L� �G AND AS REQUESTED, A SITE VISI OBSERVE STORM DRAIN BACKi 1LL THE CONTRACTOR WVC USED ONSITE MATERIAL. e 3ACKFILL. MATERIAL WAS PLACE HEAD ATTACHED TO TRACKHOE WE WILL REVISIT � OR FURTA D BY ROLLER COMPACTOR TOMORROW. l�J IIJ OUR OPINION, FILI COMPACTION MEET; SPECIFICATIONS A$ IIJDICATEU BY OUP: ONSERVATIONS ANU TEST NO.(S) ❑ IN OIIR pPlNIpN. FILL C6MPACTI0N DOES NOT MEET SPECIFICATIONS A INDICATED BY OUR OBSERVATKWS AND TEST NO.(S) - FULI. CONTRACTOR'S ORG R I.IENT'S REYRFSENTATIVE C AIG W IT H WEITZ SCOPE OF TIMC. O PERIODIC, ON CALL BASIS. Q ADVISED orl5rRVATION: ROBERT BLACKWELL CTLITHOMPSON, INC. �IELUnEFNE�ENfATtvF Appr,cwt rw DAN DOWNING DS LABORATORY/FIELD MANAGER 2 04 CDnter Dr, I GIenwoOd Spring5, CC 61601 I Phone: 970 945 -280!a I Fax: 970 -945 -741 10/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 08/10 Compactiw:� :— Test Report �w1 SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 TEST NO. 1 LOCATION NO TESTS PERFORMED C7L I THOMPSO 10104107 — PRr,,IECr X50+085 000 PIte;C HFF'ORT N! iMRF..R 1 ;HCE I' J— OF SUaJEGI SOLARIS . EAST MEADOW DRIVE VAIL., CO STORM DRAIN BACKFILL LAL1UhA70RY FIELD TEST M7Y0 MC °/ URl MC °l, COfs- DEPTH TYPE DENDENSITI' PACI'1ON FFET P PCF 1 % RIsFCInIC:ATIONS Y OF MAXIMUM iIFOPTIA�LtM M<II8TUR7= WITHIN TO % TYFF OF COMPACTION LOUIPMENT AND NO. OF UNrfB: MOISTURE ADDED 5y TYPE CIF EARTH MOVING EQUIPMENT ANT) NO. OF UNITS: 'THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF f11.1 PLACEMCNT, AS WFLL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY C.OMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIED COMPACTION DURING TIMES WHEN OUR CEISERVER IS NOT" PRESENT, AND AT LOCATIONS OTHER TI1AN THOSE TESTED. 1'IEST DATA ARE NOT THE SOLE BASIS FOP OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF UFT INCHES PROGRESS REPORT AS REQUESTED, A SITE VISIT WAS MAR CONTRA WVC PERFORMED RMEDM E N R ENCH CA`(TIONAND OBSERVE STORM DRAIN BACKFILL. THE PIPE PLACEMENT BUT NO BACKFILL WAS DONE ON THIS VISIT. WE WILL RETURN ROW. ❑ IN OUR OPINION, FILI. COMPACTION MEETS SPECIFICATIONS AS INDICATE0 DY DUI+ 0BSERVATION5 AND TEST NO-(S) Ini OUR OPINION. FILL COMPACTION DOES NOT MEET SPECIFICATION; AS INDICATED HY OUR ()R SFRVATIONS AND TES1 NU.(S) �.. CONTRACTOR'S OH CI.ICNT'S REPRESENTATIVE C RAIG WITH WEITZ _ S FLIt l COPE OF ❑ Tlaafi; PERIODIC. ON CALL SAMS : AOVISFO OBSERVATION ROBERT BLACKWELL CTLITHOMPSON, INC. FIELUREPRESCNTAIIvE APPHOVEDOY DAN DOWNING DB LABORATORY /FIELD MANAGER 234 Center Dr. I Glenwood Springs, CO 816011 Phone: 970 - 945-2809 I Fax; x)70- 945.7411 1'0/17/2007 10:07 9709457411 CTLGLENWOOD PAGE 09/10 `'"'-�ompaction Test Report 11.411 SOLARIS PROPERTY OWNER, LLC 2211 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 T[5T NO LOJCAT I ON NO TESTS PERFORMED DArC 1DID IIl�_ NhCrJCC.j NUMFEK G � D�iDB5_DOC} rhe,g. HP70FTwumkR 14 ;hICEI: 1� CI` :;uu.lrr;l SOLARIS FAST MEADOW DRIVE VAIL, CO LA00RAlORY FIL•LD I DRY GOM SOILTYF(:. TEST MAX OMC% MC% PAC'fION f.)EPTH TYPE DENSITY UENSI�fY FEEI Pt�,F PCF h SPECIE ICATION`,_ 00 % OF MAXIMUM ASTM D 698 MOLSTURF_ WITHIN .� To +3 A DI- OPTIMUM TYPE r IF CtiMPAC,TION EGUIPMCN r AND NO. OF UNITS: TFII, REFORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION Of FILL PI.ACEMENT, AS vvELL AS THE TESTS APPLY HE NECESSARYVCOMFACTIVE EFFORT AND MOISTURE 10 ACHIEVE SPECIFIED COIJPACTIC)N DURING TIMES WHEN OUR THOSE TESTED. DAl'A. ARE NOT L A ST E BASIS AN S FOP. OPINIONS ON WHETHER THE FILL MEETS SPECINCAT10NS. THICKNESS OF I,IFT IN[:HCS MOISTURE ADDED BY TYPE OF EARTH MOVING EQUIPMENT AND NO. OF UNITS: rROGRFSS REPORT REQUESTED, SITE VISIT WAS MADE TO PERFORM COMPAC7TM�RE WAS WE TN AND AS / OBSERVE STORM WALL R�TuRNIMoNpAYN 10 -8-0 7. RRIVED ON SITE PERFORMED IN OUR OPINION. FILL COMPACTION MEETS SYECIFICATIONR AS INDICATED dY ot lk OBS ERVATIONS AND TEST N0.(51 Cl IN OUR OPINION FILL COMPACTION DOES NOT MEET SPECIFICATIONS AS 1NDICATED BY OUR C* SERVATIONS AND TEST NO.(S) CONrrRACTOR'S 014 CLIENT`S REPRESFNTATNE C RAIG WITH WE nZ_ SCOPE DF FULL nj PERIODIC. ON CALI. BASIS; ❑ ADVISEn 0A ;ER V nTION' ❑ Z IME; ROBERT BLACKWELL CTLITHOMPSON,INC. FIELD KEPRCSENTATNE ArPR( 77 eY DAN DOWNING L,ABORATORYIFIELD MANAGER DE 234 Center Dr. 1 Glenwood $[,I CO 816011 Phone: 970 - 945 -2809 1 Fax: 970- 945 -7411 110/i7/2007 10:07 9709457411 CTLGLENWOOD PAGE 10/10 Compaction Test Report CLIENT' SOLARIS PROPERTY OWNER, LLC 221 N. FRONTAGE ROAD, SUITE A VAIL CO 81657 OATF: 10108/07 PROJECT NUMBER: G Sp5p8 up f nAes: REPORT NUWH k: 15 SHEET. _ I OF :LIBJec.r: SOLARIS EAST MEADOW DRIVE VAIL, CO STORM DRAIN BACKFILL I ntLVry ouu�r Vc SPECIFI(,ATIONS'. 95 % OF MAXIMUM ASTM D 698 MOISTURE WITHIN +2 TO -2 % OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS, 1)CAT TRACKHOE MOISTURF, ADDED BY THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILI. PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIPD COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF LIFT INCHES TYPF OF EARTH MOVING EQUIPMENT AND NO. OF UNITS: 1)CAT LOADER PROGRESS REPORT AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING. WE., � . OBSERVED THE STORM DRAIN SACKFILL. THE CONTRACTOR WAS USING THE ON-S ITE MATERI.AIo FILL. MATERIAL WAS PLACED USING A LOADER. COMPACTIVE EFFORT WAS ACHIEVED 13Y TF�AC & WrrH COMPACTOR HEAD. 39, 40 & 41 ✓❑ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) M IN OIJR OPINION, FILI, COMPACTION DOES NOT MEET SPFCIFICATIONS A% INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) SCOPE DI- Q FULL O PERIODIC, ON (:AIL BASIS:2 CONTRACTOR'S OR CLIENT'S REPRF.SF,NTATIVF CRAIG WITH WEITZ OB$ERVATION: TIME: ADVISED ROBERT BLACKWELL CTLITH OMPSON, INC. FIFLDR APPROVEDBY DAN DOWNING DB LABORATORY /FIELD MANAGER 234 Center Dr, I Glenwood Springs, CO 816011 Phone: 970- 945 -2809 1 Fax: 970- 945 -7411 I LABORATORY FIELD TEST TEST COM- SOIL_ TYPE MAX DRY NO LOCATION DEPTH TYPE DENSITY OMC%n DENSITY MC% PACTICN FEET PCF PCF 1 O'E OF PROPERTY I-INE CURVE NO 1 39 NE CORNER OF THE SITE 4.0 NUC 131.5 7.3 130.3 6.5 99 1 JOA NO CimWAn I",mn 10'E OF PROPERTY LINE CURVE NO NE CORNER OF THE SITE 3.0 NUC. 131.5 7.3 132.9 6.3 100 JOEL NO 0$05009.000 ao 10'E OF PROPERTY LINE cUpve NO 1 41 NE CORNER OF THE SITE 2.0 NUC 131.5 7.3 1131.6 6.4 1 100 JOa NO csoeoa5,oaa I ntLVry ouu�r Vc SPECIFI(,ATIONS'. 95 % OF MAXIMUM ASTM D 698 MOISTURE WITHIN +2 TO -2 % OF OPTIMUM TYPE OF COMPACTION EQUIPMENT AND NO. OF UNITS, 1)CAT TRACKHOE MOISTURF, ADDED BY THIS REPORT PRESENTS OPINIONS FORMED AS A RESULT OF OUR OBSERVATION OF FILI. PLACEMENT, AS WELL AS THE TESTS SHOWN ABOVE, WE HAVE RELIED UPON THE CONTRACTOR TO APPLY THE NECESSARY COMPACTIVE EFFORT AND MOISTURE TO ACHIEVE SPECIFIPD COMPACTION DURING TIMES WHEN OUR OBSERVER IS NOT PRESENT, AND AT LOCATIONS OTHER THAN THOSE TESTED. TEST DATA ARE NOT THE SOLE BASIS FOR OPINIONS ON WHETHER THE FILL MEETS SPECIFICATIONS. THICKNESS OF LIFT INCHES TYPF OF EARTH MOVING EQUIPMENT AND NO. OF UNITS: 1)CAT LOADER PROGRESS REPORT AS REQUESTED, A SITE VISIT WAS MADE TO PERFORM COMPACTION AND MOISTURE TESTING. WE., � . OBSERVED THE STORM DRAIN SACKFILL. THE CONTRACTOR WAS USING THE ON-S ITE MATERI.AIo FILL. MATERIAL WAS PLACED USING A LOADER. COMPACTIVE EFFORT WAS ACHIEVED 13Y TF�AC & WrrH COMPACTOR HEAD. 39, 40 & 41 ✓❑ IN OUR OPINION, FILL COMPACTION MEETS SPECIFICATIONS AS INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) M IN OIJR OPINION, FILI, COMPACTION DOES NOT MEET SPFCIFICATIONS A% INDICATED BY OUR OBSERVATIONS AND TEST NO.(S) SCOPE DI- Q FULL O PERIODIC, ON (:AIL BASIS:2 CONTRACTOR'S OR CLIENT'S REPRF.SF,NTATIVF CRAIG WITH WEITZ OB$ERVATION: TIME: ADVISED ROBERT BLACKWELL CTLITH OMPSON, INC. FIFLDR APPROVEDBY DAN DOWNING DB LABORATORY /FIELD MANAGER 234 Center Dr, I Glenwood Springs, CO 816011 Phone: 970- 945 -2809 1 Fax: 970- 945 -7411 bti� IYY1r � P /A =C w iV; �,.. .. Y „H ... ``�i. .. �' +i ,.. ��� �'� . we t6nstrpOlon Materials JIS MATERIAL FOM eewl N*�a, =ud is ordered and ploWdWft #*,CbftOf kspecillballon and toed in aceDrdgm vdffi Aiiiirkw tocieviar Teft and Stinderdi. is ordirig to Purckaser #w walaris added at job s6briiyet Pumhasies irequok kvw="I3subWtoadMorW - . 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ODE TAm wt GROSS Wt HAULER 006E ARFPW, Al 7 9940 FLOWAOLPE F ouANTrry uooi� TICKETED ORDERED PRODUCT -DESCFHPTION PRrA4##T MENDWAMOONT' 9 cy 9.25 46,'�95 /i00. 1121 RMX4E& 3C - M -P v� FLOW1 [C L - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - 4, V .RI R48810 ENV IR"CY. I UirjaIr 1101 t: I� v I _ rh�=T0IIrI*T0A91-00k C110i f AD z METER - ENDING q gp pppEp A � INNING - ODOt F(• eNDING SP ED + V f a 4 e + �........ SWkTOTAL SUBCHARGE MIN MIN �'I i ti Lt 3 TAX TICKET AMT. DEL. AMT." ` ER ENDING SP AD a � -3 GL?RI mTl OF QUAUTIF ` J t , THE QUALr Y ORDER�D� prevlded Product Is ordered end placed wMin. w abedaof s hrnaricen Soc* for Testing and Materials Standards. epowmasm and water' k added at Jdla o* at Pumhmes request OE our but may not indude any applicable sales tic Haul rates A be gipisd fPr LOAD THE " w t o frt ed at the time of to staprrrera umm spacNic°mmwneras al* Moe in atfvanw "" Efi1N1�1M xiDDOMETER-ENDING SP DED