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SLAB2003-00837 WATERWOOD TOWNHOMES 1001 KRENEK TAP RD BL 1
CITY OF COLLEGE STATION WOR; EQUEST PAGE 1 REQ/JOB: WF0394450�= now 001 PROJECT:A REQUEST DATE: 4/24/03 - PRINT DATE: 4/24/03 CREW: PRINT TIME: 13:16:01 SCHSTARRT.DATES DULLOCATION: 1001 KRENEK TAP RD BL 1 4/24/03 77840 COMPLETION: ; 4/24/03 GEN. LOC: COLLEGE STATION LOC ID: 196784 REF NBR: REQ DEPT: DE -BUILDING INSPECTION PRIORITY: NORMAL REQUESTOR: WATERWOOD TOWNHOMES ORIGIN: CUSTOMER -WALK IN USER ID: KELMENDORF AUTH: KELMENDORF WORK TYPE: ROUTINE 7- 3/41' WATERS 7- 3/4" WATERS Category code CS -CUSTOMER SERVICES CSCS Task code: SET UP NEW UTILITY ACCT SET Facility ID . Assigned Department: OT-CUSTOMER SERVICE GALLAGHER MATERIALS TESTING PO Box 465 / Bryan, Texas 77806-0465 / Tel: 979/324-1561 TO: Mr. Tim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX -�e�M j'A ©3?37-914' 0 3 g 3 k Q 5'-- DATE: 24-Mar-03 PROJECT NO.: 03005 REPORT NO.: 1 On March 17, 2003 at 2:30 p.m, Gallagher Materials Testing, at the request of Brent Sewell, picked up three samples of subgrade material at the future location of Waterwood Townhomes. Gallagher Materials Testing also picked up one sample of proposed select fill material at the River Run pit. ►1 Vif Lo uS-�U �iv%-G . COAL GALLAGHER MATERIALS TESTING 71WM=babowvOn" nportaeredo.and i"awofdwCuntforwb=fh-ywemobbiawrodropero*mfba2mpksW*daod<ormgwav& 7kymnotioKuana tD be mdIeWn offt quakofappveotlyid-ntlnlpmdvm, Mwunofoormmemug rcod" "rprior writGengpmwiL Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO: Mr. Jim Stewart Wateiwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX MOISTURE -DENSITY TEST METHOD: DESCRIPTION OF MATERIAL: PASSING 200 SIEVE, %: LIQUID LEffr, %: PLASTICITY INDEX: OPTIMUM MOISTURE, %: MAXIIMUM DENSITY, pcP Brown Sandy silty clay MOISTURE/ DENSITY TEST DATE: 24-Mar-03 PROJECT NO.: 03005 REPORT NO.: 2 ASTM D 698, Procedure A (Dry preparation, manual rammer) Sample #1 subgraade (120' West of East side & 150' North of South side) 39.4 15 5 10.6 115.4 118.0 116.0 114.0 ! 112.0 110.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Molsture Content,' —*—OMD Curve - - - - - - Zero Air Voids Curve (Assume S.G. = 2.65) GALLAGHER MATERIALS STING Tbworiowmtu.n,onr.rvu.�+wwordar.i�trr.em mry.waeuh.a.oa.,,�, ooy+om. rmq.aw.o+rrrycra, rr,.s.a bftdW r M fof ufiw dA� frh dgpmg Ydrd pmb�b. 7b s dm mr mt nwirr �,d�r �nac .qn W, Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO. Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77942 PROJECT Waterwood Townhomes College Station, TX MOISTURE/ DENSITY TEST DATE: 24Mar-03 PROJECT NO.: 03005 REPORT NO.: 3 MOISTURE -DENSITY TEST METHOD: ASTM D 698, Procedure A (Dry preparation, manual yammer) DESCRIPTION OF MATERIAL: Brown & Gray Sandy silty clay REMARKS: Sample #2 subgmde (120' West of East side & 100' North of South side) PASSING 200 SIEVE, %: 50.4 LIQUID LEWr, %: 17 PLASTICITY INDEX: 7 OPTIMUM MOLSTTURE, %: 15.6 MAXIMUM DENSITY, pef: 112.8 114.0 113.0 112.0 111.0 110.0 109.0 108.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 ■obture Content, ,% —at--OMDCurve------ Zero Air Voids Curve (Assume S.G.=2.65) GALLAGHER MATERIAIoS G TIr�Iriwi�aAi.opotofQlY�ii�wdtidra4alw �,wwaiW�a�a�,yyljbdrr,IbY�Yi�l/ai�eaL TY,o�o[ i1b/MpMi�iwdMWtYdTI�dSLeeidpaiwa lbwdwr�mNt�wlwwrpio,�dllb �pp�owi, Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77942 PROJECT: Waterwood Townhomes College Station, TX MOISTURE/ DENSITY TEST DATE: 24-Mar-03 PROJECT NO.: 03005 REPORT NO.: 4 MOISTURE -DENSITY TEST METHOD: ASTM D 698, Procedure A (Dry preparation, manual rammer) DESCRIPTION OF MATERIAL: Brown & Cuay Lean clay with sand REMARKS: Sample #3 subgrade (24W West of East side & 15W North of South side) PASSING 200 SIEVE, %: 73.1 LIQUID LEWr, %: 47 PLASTICITY INDEX: 31 OPTimm MOISTURE, %: 22.6 MAXIMUM DENSITY, pd: 88.7 96.0 94.0 92.0 90.0 1 88.0 e 0 86.0 84.0 82.0 80.0 20.0 21.0 22.0 23.0 24.0 25.0 26.0 27.0 28.0 moisture Content, % --F—OMDCurve------ Zero Air Voids Curve (Assume S.G.=2.65) GALLAGHER MATERIALS STING TY�Ir�owau�n,stoi.u.swwrde..wtr�wfo.oq.o.uYt.rragi, d,rs..yl.rwrr�rw,a r, rr,...d iY.MeY.66Tb—(—m. sod —pd.-km. r Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX MOISTURE -DENSITY TEST METHOD: DESCRIPTION OF MATERIAL: PASSING 200 SIEVE, %: LIQUH3 LIMFr, %: PLASTICITY INDEX: OPTIMUM MOISTURE, %: MAXIMUM DENSITY, pcf: Red Sandy lean clay MOISTURE/ DENSITY TEST DATE: 24-Mar-03 PROJECT NO.: 03005 REPORT NO.: 5 ASTM D 698, Procedure A (Dry preparation, manual yammer) Sample #4 Proposed fill (River Run Pit) 34.7 19, 10 12.6 119.7 122.0 120.0 118.0 116.0 114.0 ■ 112.0 • -'' 110.0 8.0 10.0 12.0 14.0 16.0 18.0 Mobture content, % -�—OMD Curve - - - - - - Zero Air Voids Curve (Assume S.G. = 2.65) G4LLAGHER, MATE TESTING -el�-1 —/�Zz TY ruY.howsl�nptsfvlir�YiwrdtY�ot6rNEcr tlgwa aMdoddap,y d,rlh��,iwler/d/air,�d. Ti y—ft �rrirMWrtiwdiM 9dld�➢P�b iftow olrr Tb ord�vo�mtwwlw mr,Aaw�ir.gmwl. 37ALLAGHER MATERIALS TESTING PO Box 465 / Bryan, Texas 77806-0465 / Tel: 979/324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX OBSERVATION REPORT DATE: 29-Mar-03 PROJECT NO.: 03005 REPORT NO.: 6 On March 24, 2003, Gallagher Materials Testing visually inspected proof rolling of the site subgrade at Waterwood Townhomes Phase I ( located off of Krenek Tap Road College Station, Texas). ti Proof rolling was performed. by South Construction with a loaded 624G John Deere loader. Subgrade was found to be pumping. GALLAGHER MATERIAL TESTING 7a r� ahowa on d� reiwrt am forthe eadosne mn ofdro cGentfor whom deny wem obLmad tod apply onlyb du ®pie Oa�Od1 and/or mapeadl. �eYam aot mtendad b be w&co" ofdm quaMy of gWmlly identical products. The uw of oor name mnrtmc=* om prior writOm approvaL Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 24-Mar-03 03005 7 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO. DESCRIPTION MOIS.% MAX, pcf SPECIFICATION SPECIFICATION 6 Gfay Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** Subgrade 6 sub Grid G.5 @ 10.3 6" 91.8 33.3 16.4 83 avoM Th.dmutiawasd---dmg==Immtdmmm&" MDBn. Cmccbm.toftmoitmeoa Uw6rdat.dma n&&tpotty.ahOhydm� oommt,eilhe nMnWywbydkrddriaoofUmorodwabmma.wmappliedbadapm; , im knoo".tuim.. GALLAGHER MATERIALS TESTING -9 L-&. , 1A W., Tb nnih dmmmdi.mp.rtmfordo admw am ofd■olieotfir wboomdryv nobkimd.ad.pplyooyID d. mlpla Word warm mRwkd Ttrymmttdeaa.a toh.mfmdwoffingmlLLyofappvmlyibn"Fodwk T1mmd ormm*moo ad =pdm.rtllm.{powL � 4 Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College station, TX MOISTURE -DENSITY TEST METHOD: DESCRIPTION OF MATERIAL: PASSING 200 SIEVE, %: LIQUIDLIBdIT, %., PLASTICITY INDEX: OPTIMUM MOISTURE, %: MAXIMUM DENSITY, pch Gray Sandy Lean Clay MOISTURE/ DENSITY TEST DATE: 30-Mar-03 PROJECT NO.: 03005 REPORT NO.: 8 ASTM D 698, Procedure A (Dry preparation, manual rammer) Sample #5 (4' below existing subgrade) 53.6 29 17 14.4 114.2 116.0 114.0 TL 112.0 110.0 108.0 a 106.0 104.0 8.0 10.0 12.0 14.0 16.0 18.0 20.0 ■olstun content. % —f—OMD Curve - - - - - - Zero Air Voids Curve (Assume S.G. = 2.65) !AIJAGHER A TESTING nrn.�u.ewe.amrn�anstro.�r:w�dm..c.ar>we®m.�w.airu.d.,,�ya.yna..md.wwoera:.rr+. rr�o.a� iiloWbMi4a6w dtY q�Ljd�tA�liwlpoArAa Tbwdoro�mMtrwrampriorwVoc �owL Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806 - 0465 / Tel: 979/324-1561 TO: Mr. Jun Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 MOISTURE/ DENSITY TEST DATE. 30-Mar-03 PROJECT NO.: 03005 REPORT NO.: 9 PROJECT: Waterwood Townhomes College Station, TX MOISTURE -DENSITY TEST METHOD: ASTM D 698, Procedure A (Dry preparation, manual rammer) DESCRIPTION OF MATERIAL: PASSING 200 SIEVE, %: LIQUID LEM11T, %: PLASTICITY INDEX: OPTIMUM MOISTURE, %: MAJIIMUM DENSITY, pcf: Gray Sandy Lean Clay Sample #6 (Subgrade Material) 62A -36 22 16.9 110.2 112.0 110.0 108.0 e E 106.0 104.0 102.0 12.0 14.0 16.0 18.0 20.0 22.0 Moisture Content, % —m--OMDCurve------ Zero Air Voids Curve (Assume S.G.=2.65) GALLAGHER MATERL41:S TING X ae rry Tb mdnTby—" iwoodbbiodidwdar 7�Y d.ppocE, W..*dp.d t, Tbaodmrooy WoW.—pr—bm.ppaol. Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 31-Mar-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 10 PROJECT: Waterwood Townhons College Station, TX MATERIAL, OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO. DESCRIPTION Mom% MAX, pcf SPECIFICATION SPECIFICATION 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 699 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY, pcf CONT% DIFFERENCE COMPACTION *** Subgrade 5 sub Grid D.7 @ 11.5 6" 112.9 14.6 0.2 99 5 sub Grid FA @ 11.6 6" 111.5 15.4 1.0 99 5 sub Grid HA @ 11.5 6" 112.7 14.2 -0.2 99 5 sub Gfid H.9 @ 10.7 6" 114.1 14.4 100 5 sub Grid H.9 @ 9 6" 114.0 14.7 0.3 100 NOTE 77r d®ud= waa dvWmmW mid aooQ I wAAMU D 2992. Comb os Oo do monm. nadir soroeu�a arlalaY drtpaaep • bqb lryd�gaa ooa. . e"baaawal7yarbydoaddWmofTmaorodoraa6WocMwawappliedbeadapmpmtioaaaucoac 6om. GALLAGHER MATERIALS TESTING gzg . -,/, '&'2 Tb. na I abmnmlhiar�pMmird•aailoiiw urofCa olitiirwbandrywan abhmdaod agiymybdenmpla YaYdmd/a mpoad Tmymml�Yd bbio3ooiwolArquligofa{yu,oilyid,�icd pmbaY. 7Lb=ofm —="j�mmrpaxw(iromaXWRL W Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart DATE: Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: REPORT NO.: PROJECT: Waterwood Townhomes COMPACTION TESTS 31-Mar--03 03005 11 College Station, TX MATERIAL OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO. DESCRIPTION MOIS.,% MAX, pcf SPECIFICATION SPECIFICATION 1 Brown Sandy Silty Clay 10.6 115.4 ASTM D 698 95 3 Brown dt Gray Lean Clay with s 22.6 88.7 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** Fie Material 6 Ll Grid I @ 10.3 6" 106.9 17.1 0.2 97 6 Ll Grid I @ 8.8 6" 109.2 16.9 99 1 Ll Grid G @ 11.6 6" 110.6 12.4 1.8 96 3 Ll Grid HA @ 11.5 6" 85.9 26.4 3.8 97 6 Ll Grid D.5 @11.5 6" 104.5 17.2 0.3 95 N077L 17rdmsidammdmmmiodmsmmWamwdm oui6ASfMDNn Cumcu mtoffio ilmomtli pf3rue edmarodaYtinpawn+NObY�B� aommt,aidwnadnaUyartytboaddilimaflimoarodwmhatmm wasapplidbaduponptavionatwmnata6m. GALLAGHER MATERIALS TESTING I f . 2 AW 7-- /'.L. 7bmmlu dnwumtbsnportaa 6r Eeamt®w maoflbslia�6rwhomdgwaroohWud mdnglyadybd�r�iu YaYdavVormfpwoed 7bymmt�lad ( '�, nbmliative ofds qutiryafappanUyidaEd p�aduob. lb maofoar�metmaiw aar pimwritYaappoeal. Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart DATE: Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: REPORT NO.: COMPACTION TESTS 31-Mar-03 03005 12 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO. DESCRUMON MOM% MAX, pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY, pcf CONT,% DIFFERENCE COMPACTION *** Fill Material 6 L2 Grid L1 @ 10.5 6" 110.2 16.9 100 6 12 Grid I @ 8.8 6" 105.2 19.3 2.4 95 6 L2 Grid G.9 @ 11.3 6" 96.7 25.5 8.6 88 6 L2 Grid F.1 @ 11.5 6" 104.4 20.5 3.6 95 6 L2 Grid D.4 @ 11.2 6" 104.4 20.6 3.7 95 6 L2R Grid G.9 @ 11.3 6" 97.5 28.2 11.3 88 note: R indicates retest L indicates lift NOTE: TbadisVwvpmde' i 1in,m.d.0001 vdMAsfMO2992. Covwliooaoodemoiafor bmdaUMMUStbtpmmah1*hydmpan aaefe I eidteretmaForbythe addWmofl®eorWar abamomw ospOWbawdupon pevia+kuaouddi r. GALLAGHER MATERIALS TESTING Tb.n"lb ahownmCia npmmirar.rWi..u.ofArcWt�r,vlcmm.,wa.o�hndmd.pplyad,b�.opl...d.od/ar iap.id 71�,mmtitedid bbamdr>aiwafftgmd*ofsXwa yi&v"- oI Mom 0f0Wo =•tnwiwoarpdorwritrnap mL 1 , Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 2-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 13 PROJECT: Waterwood Townhomes College Station, TX NO. DESCRIPTION WIS.% MAX, pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT,% DIFFERENCE COMPACTION *** Fill Material 6 L2R Grid G.9 @ 11.3 6" 106.1 20.2 3.3 96 6 13 Grid F.S @ 11.4 6" 96.8 27.9 10:9 88 6 13 Grid D.8 @ 11.5 6" 100.0 23.9 7.0 91 6 L3 Grid L 1 @ 10.2 6" 106.8 20.1 3.2 97 6 L3 Grid I @ 9 6" 105.0 20.7 3.8 95 now: R indicates retest L indicates lift N071k Thodtmifim. CmoWmtothe moidm.w fiwf3r ftw mr d&dwtpo ahigh hydmgm a� eidmnanally arhy Ib aVffim ofl®e or odw mhrtmoea ,tw.+ vrW bred upon pmviom om vmelaliru. GALLAGHER MATERIALS TESTING umradrrb.amthiruponm.itL.mloow—ottbou"for wh=1q Wmammi"Wmareplyody b Ibmnpim tmldmakr uapubd 7bymantitit.dtd b b mdmrtiw oFmr gmbrjo(wp"mtly W.&e pum.ei. 7b mra[oQmm, mmnedw airpriawritbg pmnL C Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomm P.O. Box 10028 College Station, TX 77842 PROJECT. Waterwood Townhomes College Station. TX COMPACTION TESTS DATE: 2-Apr-03 PROJECT NO.: 03005 REPORT NO.: 14 NO. DESCRIPTION I MOIS.,% MAX, pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** Fill Material 6 L3 Grid H.8 @ 11.6 6" 105.9 19.0 2.1 % 6 L4 Grid I2-@ 10.8 6" 1042 20.9 3.9 95 6 IA Grid L 1 @ 8.8 6" 99.6 26.0 9.1 90 6 L4R Grid L 1 @ 8.8 6" 105.6 19.8 2.9 96 note: R indicates retest L indicates lift NOTE: The dautm was dd mmod m Vmd aoeardma whb AM M D 29n Conmaiom b dm mobbm m@SW Ibrmabd mom* dmrpoo a L}h hydmam eoalank aidaraatmdly or by the mmil- offine oradw absWwok was applied bwl a pm pm. macmelaiam GALLAGHER MATERIALS TESTING Tbrmdb drwnm dia ngaan t+r m..mlo:.. u.dm.ali"a6r.rLomdrryw..aU�edaod.giyml�b a..mple Y�Yamdwr impera. Ttmy mn rmmd.d bbo�&amfwofmr9Wiy'dap id -tad podmts. Tb arafaorrmrnptnoiwavprior w�ilY"app v#L Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 COMPACTION TESTS TO: Mr. Jim Stewart DATE: 2-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 15 PROJECT. Waterwood Townhomes College Station, TX MIU1r iAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO. DESCRIPTION MOIST*/* MAX pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 699 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY pcf CONT % DIFFERENCE COMPACTION *** FiR Matenal 6 IA Grid H.4 @ 11.6 6" 102.8 22.4 5.5 93 6 13R - Grid RS @ 11.4 6" 101.1 21.6 4.7 92 6 13R Grid D.8 @ 11.5 6" 105.4 20.1 32 96 note: R indicates retest L indicates lift NOTE The dash.m mm dokm=W in,m al ma dmm w m AMU D D z. C uxbm. w 6a *gme mdi" hr usW mdwkb 6M polo= a h 6 hydmgo aao. . cMwmmilfyorbytheoddibmofhm.orodwsobaramn.imappliedbond gmpmvo waomdxbom GALLAGHER MATERIALS TESTING Ti■ndbvmmai.=pmmfmd mWm rmwofft.H"fW ftyw obbmW mdap*o* ID do mo= MYd=&wiop" T*—Mi.NoW Bobo* I I of*oq°&yofnppmWyidcm" ' Tbowof&Xr = tno8in omp"mwritromonmd. Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 3-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 16 PROJECT: Waterwood Townhomes College Station. TX VL L11rlUIVA lJFII,4711 I MVIJl UliC/1J1 M11Y COMPACTION NO. DESCRIPTION M01S. % MAX, pcf SPECIFICATION SPECIFICATION 6 Gm3y Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pd CONT % DIFFERENCE COMPACTION *** Fill Material 6 UR Grid H.4 @ 11.6 6" 110.7 16.9 100 6 13R Grid F.9 @ 11.4 6" 105.7 18.2 1.3 96 6 L4 Grid D.8 @ 11.3 6" 102.9 20.0 3.1 93 note: R indicates retest L indicates lift NWR Thddmdtierwodowmiio dinsmewaootdmwithASfMD"n r.-,eurDes moidmmdmp&rm"md_*udwpommu•hok*oym oanlgot,ckbernwuntlyorbythe ddditimoffimQodhermbsumoMwm gpHWbddddupoup *=%aeonLBom. GALLAGHER MATERIALS TESTING Tbrmdw aI mlbumpmtm A. dwmdviwmnofdwdims hrwhombyw gbkmdandryplyadybdrmmPls Yrtedml/mmgm Yd Thgmt"timdW 0bsm "m ofdw9mWofgF=u yidetiml poAnb. The mrefmw mtmeuw arpwwriungipmaL Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS I� TO: Mr. Jim Stewart DATE: 3-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 17 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSH Y COMPACTION NO. DESCRIPTION MOTS. % MAX pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY pcf CONT % DIFFERENCE COMPACTION *** Fill Material 6 L5 Grid I @ 8.1 6" 106.1 17.7 0.8 96 6 L5 Grid' I @ 10.5 6* 104.7 20:2 3.3 95 6 L5 Grid H.5 @ 11.4 6" 108.5 18.1 1.2 98 6 14 Grid G @ 11.5 6" 104.8 19.9 3.0 95 6 L4R Grid D.8 @ 11.3 6" 104.2 20.3 3.4 95 note: R indicates retest L indicates lift NOTE: nadcoubmmodoommdmpmm-A==damew*" MDM1 Cmacbmtoft i " mohmbrkaldmdedobdopoomahohydmgm coubwkodwn9 mWmbydoa&hbmofEmeorodwobstooer,wmeappWboodopmpmmulentcouslomm GALLAGHER MATERIALS TESTING n mm-ft.hwmmdbnp d—frdoomboiwutde"utid8r whom�w—ahYiardmlapplymlybbr aeYdaod7orvapao"d 77w—mti�tdtd b b mdiwtiwddn qul8fdaq—od7idotiod piahaY. 7butdar r—r mtmwiwmrpiawdttngpWAL C) . Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 COMPACTION TESTS DATE: 3-Apr-03 PROJECT NO.: 03005 REPORT NO.: 18 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO. DESCRIPTION MOIS.,% MAX, pef SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 MATT, LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pef CONT,% DIFFERENCE COMPACTION *** Select Fill Material 4 Ll Grid I @ 10.5 6* 113.3 15.3 2.7 95 4 L1 Grid 1 @ &5- 6* 114.1 15.0- 2.4 95 NUPE: Tie doosWmmmdM®irdmam.daccadatwwimASPMD2992. Cooed totbomoko=i diWfbrodadmamthk btpr abiabbydmam caotmf.oitbarmkntlyorbyftddiHmof6moorodrrmbamcmwmogylidbradupon µnim tartoomdrior. GALLAGHER MATERIALS TESTING A/..& - - .— -- - - 7bemul6.hammmi.npWmfWm.*mh:.. m.otae a.26r whmhw w obWird.d.p*o* b dwsmvs umdawa mp.W& 7%ymwtinYod�a bbwafm. gadigdappwwdy idrtid pro*ctL Tb.m..favaao•mtn.dworpmrwiivanapp,owL 0. Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 COMPACTION TESTS DATE: 3-Apr-03 PROJECT NO.: 03005 REPORT NO.: 19 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO. DESCRIPTION MOIS. "/o MAX, pcf SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pef CONT,% DIFFERENCE COMPACTION *** Select Fill Material 4 L2 Grid LI @ 10.4 6" 112.2 14.3 1.7 94 4 L2 Grid H.9 @ 8.5 6" 114.3 14.3 1.7 95 4 UR Grid L 1 @ 10.4 *** Fill Material 6" 115.2 13.7 1.1 96 6 L6 Grid H.5 @ 11.4 6" 104.3 20.4 3.5 95 6 L6 Grid G.5 @ 11.5 6" 105.3 19.8 2.9 96 6 L6 Grid E @ 11.5 6" 105.8 19.1 2.2 96 note: R indicates retest L indicates lift MOTE The dongWo wm debmmed m, mW somdmoe mda ASTM D 29a cm , k to do imadbW fw kmd mam b do p� ab b 4*oleo ooaom,aaheromwaWwhfdwsdditimofthmorodambatmm umap9tiedureaopm,nerior waaomdadem. GALLAGHER MATERIALS TESTING "n-uh. ahoanmd" p tm 6r d•aaolaaivaom ofd■diaoti""homdrf-.bkWW aads;*. 2, dr �*r ftd daadAW mpeora 1Lry-aatmarhd lab i. .fdm gmUryofappm*1ddm pub* Tha mofoa mamoaiw=prior"rilYaapprout Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 COMPACTION TESTS DATE: 7-Apr-03 PROJECT NO.: 03005 REPORT NO.: 20 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREIDENSITY COMPACTION NO. DESCRIPTION MOTS.,% MAX, pef SPECIFICATION SPECIFICATION Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 Gray Sandy Lean Clay 16.9 110.2 ASIM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN - PLACE TEST DEPTH DRY, pcf CONT% DIFFERENCE COMPACTION *** Select Fill Material for Building Pad 4 Ll GridF.9 @ 11.5 6" 117.0 12.6 98 4 Ll Grid H.9 @ 11.5 6" 116.4 142 1.6 97 4 Ll Grid I @ 10.7 6" 1153 14.7 2.1 96 4 L3 Grid H.9 @ 8.5 6" 113.4 15.6 3.0 95 4 L3 Grid E @ 113 6" 1163 13.0 0.4 97 *** Subgrade sub Grid D.5 @ 11.6 6" 101.1 22.7 5.8 92 sub Grid D.5 @ 11.6 6" 104.2 20.4 3.5 95 Nate: Tha aemWu vm d6mmiWW memcM aocm m."AMU D Ba Cmecim io am o4hw madiW Airxsted ma dupanp+ a ho k*ox n ooaI aidrtmadlyorbrdaWW-ofdmorodmmft mes.wmaappliedbauduponpwimtatommUdem GALLAGHER MATERIALS TESTING Tb wmilb shammtbisupMtmi"dw�wta ofmaaliaR6wLo®mpwmo6Y®dand applrml�b0camplw mdud/m mputl. /- lUymnm b 6tiaBatlw ofdr qufigahpueui�idmBorl pmdmY. 7'A• m•ofcor� mataaeire mrpdm wtfumaplrovaL Gallagher Materials Testing PO Box 465 Bryan, TX 77806-0465 (979) 589-3150 (Office) (979) 324-1561 (cell) (979) 589-1712 (Fax) April 9, 2003 Mr. Brent Sewell Waterwood Townhomes P.O. Box 10028 College Station, TX 77840 Dear Mr. Brent Sewell, Thank you for choosing Gallagher Materials Testing to perform the Construction Materials Testing (CMT) for the Waterwood Project, College Station, TX. The following agreement spells out the terms and conditions of this project. Please keep a copy for your records and return a signed copy to me by mail at Gallagher Materials Testing, PO Box 465, Bryan, TX 77806-0465 or by facsimile at (979) 589-1712. Gallagher Materials Testing will provide the following services for this project: collecting samples, performing well-defined test procedures as defined in the project specifications, and reporting of data. All time, including travel time, spent on the project by company personnel will be billed. The provided fee schedule lists Gallagher Materials Testing rates for test procedures and personnel time charges. Charges incurred relating to the above project will be invoiced on the 25* of each month. Payment is due within 30 days following receipt of invoice. Sincerely, Mike Gallagher Owner, Gallagher Materials Testing ACCEPTED A VD j D: 2 b date b 0 J .• r Gallagher Materials Testing COMPACTION C., PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 9-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 21 PROJECT: Waterwood Townhomes College Station. TX NO. DESCRIPTION MOIS % MAX, pef SPECIFICATION a Wlvjx rM-Hilt SPECIFICATION _ 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 6 Gmy Sandy Lean Clay 16.9 1102 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY pcf CONT % DIFFERENCE COMPACTION *** Select Fill Material for Building Pad 4 14 GridH.9 @-10.6 6" 116.9 12.7 0.1 98 4 L4 Grid I @ 9.6 6" 113.5 12.8 0.2 95 4 4 L2 Grid H.7 @ 11.4 6" L2 Grid R9 @ 11.4 6" 116.9 115.6 12.9 0.3 98 12.9 0.3 97 *** Subgrade for Building Pad 6 sub Grid D.5 @ 11.6 6" 109.0 17.8 0.9 98 *** Select Fill Material for Building Pad 4 LI GridDA @ 11.5 6" 114.7 12.6 96 4 1.2 Grid DA @ 11.5 611 113.5 13.1 0.5 95 Note: L indicates lift NOTE: The de-iliawae dela®ejin m" eaoidao-vftAMU D292L. Cometia- odic moitpwma&WfmMbdmm0rd dadpeamahiahhydm*m oaa. eWa-0.aH9abythaaddb afHmearodmmbowankwaxappliedb-Wap-pwb-im9-hdo-. GALLAGHER MATERIALS TESTING Tb-a�Y rowamtbianp"tan fordr amlaiw ard*a•liamfr wtmth f.c. obmmd-dapplfmham..�iu wrdmd/ar impacted T*mnmiftabd bbmdrdw •fly-Ity ofappm"If idadal pr•dma. Tbm•ofaoc®m�dmwiv. arpior,rrilte.gree,L :• r Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 9-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 22 PROJECT: Waterwood Townhomes College Station, TX MA1t;K1AL OPTIMUM DENSITY MOISTUREIDENSITY COMPACTION NO. DESCRIPTION MOIS. % MAX, pef SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN -PLACE TEST DEPTH DRY pcf CONT,% DIFFERENCE COMPACTION *** Select Fill Material for Building Pad 4 L5 Grid Ll @ 10.4 6" 114.1 12.7 0.1 95 4 LS Grid I @ 8.5 6" 115.1 13.8 1.2 96 4 L3 Grid H.3 @ 11.4 6" 116.3 12.8 0.2 97 4 L3 Grid G @ 11.4 6" 116.3 12.6 97 4 L3 Grid D.9 @ 11.5 6" 111.4 14.0 1.4 93 Note: L indicates lifts NOTE: Tho dmrmm was dmmmed mo=rd a=admoe wi& A3rM D 29n Cmm d m to tho moimm ngbW forWsWd mmdmb Mg potour t, hio 4*Wn oatut dtheromnpr-by thtt With- oflimr or otlaermbmroa, was applied bawd upon pmeiom tat emmldom. GALLAGHER MATERIALS TESTING ibaratYfbwnmdisnpmtrae 6r dntonlviw arofU�s1ertErwhamthgwa a6wiadmdgglymlrblb ruq+la odaod/m vrrppatd 7boy—m iumdod bbmEamwofdmq=UVotsppcead7 idm XodmtL 7bmrofaa®a®tmmtw=pimwai0mrppoaL Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 COMPACTION TESTS TO: Mr. Jim Stewart DATE: 10-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 23 PROJECT: Waterwood Townhomes College Station, TX NO. DESCRIPTION MOIS.% MAX, pcf SPECIFICATION SPECIFICATION 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN -PLACE TEST DEPTH DRY, pcf CONT% DIFFERENCE COMPACTION *** Bailding"Subgrade- 5 sub Grid G.5 @ 8.5 6" 108.4 16.7 2.3 95 5 sub Grid E.5 @ 8.5 6" 114.0 14.5 0.1 100 *** Building #4 Fill Material 6 Ll Grid G @ 8.5 6" 101.3 18.2 1.3 92 5 Ll Grid F @ 8.5 6" 108.0 15.6 1.2 95 6 L1R Grid G @ 8.5 6" 104.8 19.0 2.1 95 Note: R indicates retest L indicates lift NOTE Mw dcnddm wm dcm""ind m gmmal aocmda"w wub Ag M D 2= COnalim to ft mammts nadmp forta0ed main ids &9pones a h*b hydmW wo" I aith m ndwmUy or by the additm of lima or odw aabsumask want applied bored upon paviooa tmtmnslaOwns. GALLAGHER MATERIALS TESTING Themmlu AD"anthis Capon amfordm amludrw uw aftlr client for whom tbeywem obmiotd ad tb rmplm mad aallorbupeelal. ThtyamnothAmded m he bal6:a I 0fthe geaibyof appaea * idmtinl peoduar, Thoun of omnma mmtmaive ompriorwftmayporai. .r Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS C' TO: Mr. Jim Stewart DATE: 13-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 24 PROJECT: Waterwood Townhomes College Station, TX NO. MAIEXIAL DESCRIPTION OPTIMUM MOTS.,% DENSITY MAX pcf MOISTUREMENSITY SPECIFICATION COMPACTION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 1102 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN -PLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** Fill Material for Binding Pad #4 6 L2 Grid GA @ 8.5 6" 105.1 172 0.3 95 6 L2 Grid E.8 @ 8.5 6" 104.9 17.8 0.9 95 6 Q11) L3 Grid G @ 8.5 6" 96.5 26.2 9.3 88 6 L3 Grid E.2 @ 8.6 6" 98.3 252 8.3 89 *** Select Fill Material for Building Pad #1 4 L2R Grid D.9 @ 11.5 6" 113.7 12.8 0.2 95 *** Fill Material for Building Pad #3 5 Ll Grid H.8 @ 10.6 6" 110.9 14.7 0.3 97 5 Ll Grid H.8 @ 8.5 6" 108.7 15.8 1.4 95 *** Fill Material for Building Pad #4 6 WR Grid E.2 @ 8.6 6" 104.3 18.5 1.6 95 6 MR Grid G @ 8.5 6" 104.2 16.9 95 *** Fill Material for Building Pad #3 6 L2 Grid H.8 @ 8.9 6" 107.9 17.0 0.1 98 6 L2 Grid H.8 @ 10.3 6" 107.2 172 0.3 97 Note: R indicates retest L indicates lifts NOTE: Tbdisimnwendow-oodmNdwoaI wAASrMD"n Cmaaiosbdonp*, readi4forbald---6a69pawn ahO4*090 aooteot, aWar n*=W o�rby the mUffimoflima or odw mhrtmon, ww applied buM opm Re,ias bat rmmbtium GALLAGHER MATERIALS TESTING Tb nrdb dow"-&I npmm fxthawduiwmofdw dim6r whom*aywmotaaiadadappiy-lyloft mow bbd=Vd ia.prated. Tlrymm'--W bha iodiomw ofd.4diryohpwadyidmenl padre". rwm Of=a mtraoaiva aor pion writs aawnw.L Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 G TO: Mr. Jun Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 13-Apr-03 03005 25 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOLSTUREMENSITY COMPACTION NO. DESCRIPTION MOIS.,*/o MAX, paf SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN PLACE TEST DEPTH DRY, pef CONT,% DIFFERENCE COMPACTION *** Fill Material for Building Pad #4 6 L4 Grid G @ 8.5 6" 104.9 17.8 0.9 95 6 L4 Grid E.7 @ 8.5 6" 106.5 17.7 0.8 97 *** Select Fill Material for Building Pad #1 4 L4 Grid D.8 @ 11.5 6" 117.3 12.9 0.2 98 4 L4 Grid G @ 11.5 6" 116.2 12.7 0.1 97 *** Select Fill Material for Building Pad #3 6 Ll Grid tL9 @ 9 6" 115.1 12.9 0.3 96 6 Ll Grid H.8 @ 10.5 6" 113.7 13.2 0.6 95 Note: R indicates retest L indicates lifts NOTE: The do"m mm dammed m am" a000d=w with ASTM D 2922. Ccweotios to the mouamm a for tab mdwWo that pa a bi* hydmpa COMA ealeraatmaly or by the additim oflime or odor abtaoom was applied bred opm povioaa kaomaldiom GALLAGHER MATERIALS TESTING Emmuftrhownmltir npoatm 6r draoluiwmattb alLa i+r whomthq woohYai+dmdappiyonlrwuw aaadaad/mioapotd. Thgmmthamdad lobem&atwddwgml*ofappe*ubnbmlpo*m. Themofma mmmeiw ompi-Ndaappwd =MENEM 1�lplm 'in Wow- 0%--grim u T! IM:m0mil Ism r Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS C TO: Mr. Jim Stewart DATE: 15-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 26 PROJECT: Waterwood Townhomes Colleize Station. TX NO. DESCRIPTION MOIS.% MAX, pcf SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** SabgradeForParldng 5 sub Grid H @ 9 6" 108.6 16.0 1.6 95 5 sub Grid H.2 @ 9.5 6" 111.1 14.6 0.2 97 5 sub Grid G.7 @ 10.7 6" 108.0 16.1 1.7 95 5 sub Grid F.7 @ 10.7 6" 110.8 14.4 97 5 sub Grid E @ 10.7 6" 110.5 17.7 3.3 97 *** Select Fill Material for Building Pad #4 4 Ll Grid EA @ 8.6 6" 115.5 12.8 0.2 96 4 Ll Grid F.9 @ 8.6 6" 113.6 14.4 1.8 95 Note: L indicates lift NOTE The ask' +. wmv deoo=a m,merW mcoulmn wile Ann u mz r 'iou loft mo- =diW it t"W mmai& d" p0=m ■ hgb bydmdn - adwoakm*orbydwa&&Amofl®eorodwabsbmmwasappWbaedapmpuviomreuoo"drtiem. GALLAGHER MATERIALS TESTING mmn sbomm Usr"m-fw dm.Wuit.ucofdwofl.tirwbm*ryww.otr®amaapyiymlybtb rmplw rsbd sodlar TLelmmtiolndsd �%;. bbmdudwofdr quliryofappnwE�idrbiul poduna Tb�ofar®mttsosita w=priarwdtlmsppovd. r Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 15-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 27 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO. DESCRIPTION MOKA MAX, pcf SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT % DIFFERENCE COMPACTION *** Select Fill Material for Building Pad #4 4 L2 Grid E.9 @ 8.5 6" 113.2 12.6 95 4 L2 Grid G.I @ 8.5 6" 113.4 12.7 0.1 95 *** Fill Material for Parlung 6 L2 Grid F @ 9.1 6" 107.E 17.6 0.7 98 6 L2 Grid H.1 @ 9.1 6" 104.3 16.9 95 6 L2 Grid HA @ 9.5 6" 104.8 17.1 0.2 95 6 L2 Grid H.3 @ 10.7 6" 99.1 19.7 2.8 90 6 L2 Grid E.5 @ 10.7 6" 102.4 17.4 0.5 93 Note: L indicates lift NOTE Mm dmitim wa deo"mme'in 1=cmdmoe wA A9 M D 2922. Cmo don oo ft i - mtl3ap far ft" mmvimh dmg p0 =ah1A 000latedbrmdamWorbydwdenimofUmorodwsubuemumeppbdboredupon p., leaoaadabm. GALLAGHER MATERIALS TESTING Tb►aaold rhamMd"-portm i" du cmlmw am ofb ohm fm wt mCgw o6h0dmlrpplymyb do um0- U Wmpa mw-md Tb*-wtimmdid bbrinf i *fdsgmftofqpumLLytdudW, of Tburof=a mutton mpriw. gWWL Gallagher Materials Testing COMPACTION C" PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 15-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 28 PROJECT: Waterwood Townhomes College Station, -fX NO. -•-- -- DESCRIPTION .,a l u11V Al MOIS.% "r,19 A11 I MAX, pcf Wivia i ulwalirrvMr r SPECIFICATION COMPACTION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 95 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 95 6 Gray Sandy Lean Clay 16.9 1102 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO, INPLACE TEST DEPTH DRY, pcf CONT,% DIFFERENCE COMPACTION *** Select Fill Material for Building Pad #1 4 L5 Grid E @ 11.5 6" 1172 12.7 0.1 98 4 L5 Grid F.5 @ 11.5 6" 118.5 12.9 0.3 99 4 L5 Grid H @ 11.5 6" 114.0 13.1 0.5 95 *** Select Fill Material for Building Pad #4 4 L3 Grid G2 @ 8.5 6" 114.4 132 0.6 96 4 L3 Grid E.7 @ 8.5 6" 116.8 12.6 98 *** Fill Material for Parldng 6 L3 Grid G2 @ 9.1 6" 101.0 17.6 0.7 92 6 L3 Grid H.1 @ 9.1 6" 106.9 17.1 0.2 97 6 L2R Grid H.3 @ 10.7 6" 105.1 18.1 12 95 6 12R Grid E.5 @ 10.7 6" 1062 20.0 3.1 96 *** Subgrade for Parldug 5 sub Grid E.5 @ 10.5 6" 109.5 16.9 2.5 96 5 sub Grid GA @ 10.5 6" 111.6 172 2.8 98 Note: L Mcates lift R indicates retest Kars: reed=Wu mm daimmed m rnwW aoomdwAm wA ASTM D zsre. emwti� to me mvlme�e.d� for auea mum il. urt popeu. hid lryd� tomeo. a0bmtmmasfmbydwWHIOWOftimorodmmbaEmou,Mmapprodbaaodap=pniomteaomewWw GALLAGHER MATERIALS TESTING 'Urmm dMffl=aa.i yW"Ir ft CW " m ofm. ollmt Ex wsmd r..muwm,dmaapplrm* bd..mplaa o.ml.offWfi pwW nn,aemt m"uaea tnb.mdi.adwofftq=ftot'qpuvEdfidmtialpm I - lbmofmt mwmaiwam prim w,inmaWo"L c Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewort Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 16-Apr-03 03005 29 College Station, TX MATERIAL OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO. DESCRIPTION MOIS.,*/* MAX, pcf SPECIFICATION SPECIFICATION 4 Red Sandy Lean Clay 12.6 119.7 ASTM D 698 5 Gfay Sandy Lean Clay 14.4 114.2 ASTM D 698 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 95 95 MATT, LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT% DIFFERENCE COMPACTION *** Select Fill Material for Building Pad i4 4 14 Grid G.2 @ 8.5 6" 113.9 13.1 0.5 95 4 14 Grid E.2 @ 9.5 6" 113.2 13.7 1.1 95 *** Fill Material for Parldng 5 LI Grid E.5 @ 9.1 6" 112.2 14.7 0.3 98 6 UR Grid G.2 @ 9.1 6" 105.6 17.5 0.6 96 Note: L indicates lift R indicates retest N(YM 7%d=i ummdat®m dmgn Wwomd=cown&AMUD,M C=ccbmwdw i6 fwwmdmwwidmdwpoueu@lri*ED'dm� cmhm,cidwWmallyorbytheaddifimoflimeorotbsrmbstwwo wasNpliodboredopmpmvicmtatcmeWim. GALLAGHER MATERIALS TESTING lbndbthewcmmisrspmmfwElswW=i"=ofd•climtfz dYimd ml VOY a* b d..l.Mld mdfm impwled T!y'anmtismld'd b Ir mdios8vs ofOr galiy ofspaw0yidasicsl p'odmt. 7'hsas ofmra�rsotrsaY� w pwrwriomsWmL i r Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 �i TO: Mr. Jim Stewart Waterwood Townhomes F.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX COMPACTION TESTS DATE: 16-Apr-03 PROJECT NO.: 03005 REPORT NO.: 30 MATERIAL. NO. DESCRIPTION OPTIMUM MOIS % DENSITY MOISTURE/DENSITY MAX, pcf SPECIFICATION COMPACTION SPECIFICATION 4 Red Sandy Lean Clay 5 Gray Sandy Lean Clay 12.6 14.4 119.7 ASTM D 698 114.2 ASTM D 698 95 95 MATT, LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY pcf CONT,% DIFFERENCE COMPACTION *** Select Fill Material for Building Pad_ 03 4 L2 Grid H.8 @ 9.6 6" 119.6 12.7 -0.1 100 4 L2 Grid H.8 @ 10.6 6" 113.9 13.1 0.5 95 ' Fill Material for Parldng " - 5 L3 Grid G.7 @ 10.7 6" 108.1 14A 95 5 13 Grid EA @ 10.7 6" 98.7 22.0 7.6 86 *** Subgmde For Drive 5 sub Grid C.5 @ 102 6" 113.8 15.5 1.1 100 5 sub Grid C.8 @ 9.1 6" 114.1 14.5 0.1 100 Note: L indicates lift NOTE• no dwmb a mm chummed mpbvd awademe"AWM D 2972. Cm�oGoo� b tb moi�d"e ndi� 6rtwlad mywiab tL�t pasen alq�h cadent, oiOermMdly or by the ddiGanof I®e or o�erab�tmoa. aae applid Ua.ad upmpwioo� ti[ ameLtios. GALLAGHER MATERIALS TESTING Than.dn.t�.a�aa;...pa"a<.�m.aao�.v.oem.m�.dbr�.eomuy.�a, aermwma.pt�aarbtm..a�u...�aaearorta�.a�a rn.�a.anmrnaea b6emdwtiwof&.gmhtfofappn*idmfulpo3oh 1Lamofaoraoaaot�mpia m. aMwa d, Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 24-Apr-03 Waterwood Townhomes P.O. BOX 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 31 PROJECT: Waterwood Townhomes College Station, TX AINIER1AL OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO. DESCRIPTION MOIS.% MAX pef SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 2 Brown & Gray Sandy Silty Clay 15.6 112.8 ASTM D 698 95 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. IN -PLACE TEST DEPTH DRY, pef CONT,% DIFFERENCE COMFACTION *** Fill Material for Drive & Parldng 5 UR Grid EA @ 10.7 6" 110.7 17.2 2.8 97 6 Ll Grid D.1 @ 8.8 6" 107.4 16.9 97 6 Ll Grid C.5 @ 10.5 6" 103.0 21.9 5.0 93 2 L4 Grid E.3 @ 10.6 6" 104.1 17.5 1.9 92 2 L4 Grid G.8 @ 10.6 6" 106.9 15.6 95 5 sub Grid G.8 @ 10 6" 114.1 14.7 0.3 100 5 sub Grid EA @ 10 6" 111.4 15.6 1.2 98 6 L4 Grid H.2 @ 9.8 6" 97.3 19.7 2.8 88 6 L4 Grid GA @ 9.1 6" 104.2 16.9 95 6 L4 Grid E.5 @ 9.1 6" 104.3 17.2 0.3 95 Note: L indicates lift R indicates retest NDTH: n*dm@Wmwas.liea mm." oaa.eo..d AMUD2M C lk iodmmoiehm t1brwramWwiAbd tpcn &Na►eraror. eo . . edwndmmWy arby dr oddd malimo orabrabtome,, imo qpW boW tgmnpm►ioot uu eaNa km. GALLAGHER MATERIALS TESTING ht&lc" Ib ,hownontli nputmbrdrmhiwa,ePlroti,ot6rwbm6, woaUY®dd,giyod,bds soon bYd,npurimp..W Thrywalorodid bbiodiadaofdmquftaP,ppmod,idm"pto I 7bwofmo mlammmprigwrit4m,ppmal. Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes College Station, TX DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 24-Apr-03 03005 32 MATERUL OPTAIUM DENSITY MOISTURE/DENSH Y COMPACTION NO. DESCRIPTION MOTS.,% MAX, pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 169 1102 ASTM D 698 95 2 Brown & Gray Sandy Silty Clay 15.6 112.8 ASTM D 698 95 5 Gray Sandy Lean Clay 14.4 114.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. - IN PLACE TEST DEPTH DRY, pcf DIFFERENCE COMPACTION *** Fill Material for Drive & Parking 5 L1R Grid C.5 @ 10.5 6" 111.3 15.3 0.9 97 6 L5 Grid E.1 @ 9.1 6" 100.3 21.0 4.1 91 C) 6 L5 Grid G.1 @ 9.1 6" 98.2 22.0 5.1 89 6 L1R Grid H2 @ 9.9 6" 104.3 16.9 95 5 L5 Grid H @ 10.5 6" 109.1 15A 1.0 96 2 IAR Grid E.3 @ 10.6 6" 107.5 16.9 1.3 95 6 Ll Grid E.2 @ 10 6" 95.1 28.5 11.6 86 5 sub Grid DA @ 10.5 6" 112.5 162 1.8 99 Note: L indictees lift R indicates retest NOTE: The dnatm was ddmmmed m OWN9 noadaeoe with ARM D 2922. CoQeotioot to the moame - for WW muninb the Ponca a hiOhydtoyra rnuaoS ed-oaetEy or by th addw-oftime or otbw ahtaea, wen applied based wm ptnviooa be cemetation. GALLAGHER MATERIALS TESTING "�' 1,0J4.2, The rouftdvmmddanpatw radweWW"maordaalimfxwbomdaywanotxkiadmtap*ootytodo sm0m t"tdaod/m * I , 7beyaeaat ia"maa bboi=Wa ofdsgmftofappm*idmdnlptodub. 7bamaorotr®mtrmaiwourpuVwxitlmapponl. Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 24-Apr-03 03005 33 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREIDENSITY COMPACTION NO. DESCRIPTION MOTS.,% MAX, pef SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 1102 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO. INPLACE TEST DEPTH DRY, pcf CONT,% DIFFERENCE COMPACTION *** Fill Material for Drive & Parldng - 6 L1R Grid E.2 @ 10--- 6" 104-1 19.Q 2-1 ___ _ 91 6 Ll GA @ 10 6" 1092 193 1.4 98 6 Ll Grid D.2 @ 10 6" 107.1 19.4 1.5 97 Note: L indicates lift R indicates retest NOTE. The dendmmmdnmmmalmmmmlaoordmmwMASTMD2922. Comaiontotbmontomtw" forWWWmattdal &tpttoa-abidhhydro�tn a000m. cdwmmmly«by ftadditimat'dmrorodva6mnomwenappdmdband Wmpe►ioosartem.Wiom GALLAGHER MATERIALS TESTING CUst dmmm&ls mputm for to am m mr ofb olkafm wbom*a,wmobt®dadap*o*to to noon lwiwdaodlrrmip 0m& Thuy—wtbfadnd bbomfioW"Gftbgmhyofapp *ideaimlpodmt ibmaofamo nmdz iw ompiorwritlm-WmV2L Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT: Waterwood Townhomes DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 29-Apr-03 03005 34 College Station, TX MATERIAL OPTIMUM DENSITY M0ISTURE/DENSr1Y COMPACTION NO DESCRIPTION MOIS.,% MAX, pcf SPECIFICATION SPECIFICATION Gray Sandy Lean Clay 14.4 1142 ASTM D 698 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO IN -PLACE TEST DEPTH DRY, pcf CONT,% DIFFERENCE COMPACTION *** FiU Mate_r al for P*rWvg 6 12 Grid G.2 @ 10 6" 105.9 17.6 0.7 96 6 L2 Grid E.5 @ 10 6" 110.1 17.9 1.0 100 6 12 Grid D @ 10 6" 97.6 23.3 6A 89 5 sub Grid D2 @ 9.4 6" 113.4 14.5 0.1 99 6 L5R Grid E.1 @ 9.1 6" 106.7 17.1 02 97 6 L5R Grid G.1 @ 9.1 6" 105.1 19.1 22 95 Note: L indicates lift R indicates retest NOTE T6edoxiirwadN®dalomdaccoulm v&ASMD2f?Z CmeofiarbbboiMnenrfiytforbbderNri�YB�tDeoa��le Ey�nt oaelaa4 aitheraahvalt� arhy the adiitimatGma arathranhtdaooe. wn appLed hand upmp�e�ima tut eona6taar. GALLAGHER MATERIALS TESTING Thamdb ahowaW"mmputo6babWiwsadbdidfKaomblwoaUOdada�l�ml�bb�IrY�YdaYaiopMed 1Lilomliot�d bbei" iwd'bgnftdqpusdiidm&dpodmb.Thauaolammti.maty" ompra"rUbbappronL Gallagher Materials Testing PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TO: Mr. Jim Stewart Waterwood Townhomes P.O. Box 10028 College Station, TX 77942 PROJECT: Waterwood Townhomes DATE: PROJECT NO.: REPORT NO.: COMPACTION TESTS 29-Apr-03 03005 35 College Station, TX MATERIAL OPTIMUM DENSITY MOISTUREMENSITY COMPACTION NO DESCRIPTION MOTS.% MAX, pcf SPECIFICATION SPECIFICATION 5 Gray Sandy Lean Clay 14.4 114.2 AST M D 698 95 6 Gray Sandy Lean Clay 16.9 110.2 ASTM D 698 95 MAIL LOCATION OF TEST DENSITY MOISTURE PERCENT NO INPLACE TEST DEPTH DRY, ncf CONT,% DIFFERENCE COMPACTION - - *** Fill MatwW for ParW&g- 6 12R Grid D @ 10 6" 109.9 17.8 0.9 100 5 sub Grid E @ 9.6 6" 109.0 16.7 2.3 95 5 sub Grid G @ 9.6 6" 108.9 14.7 0.3 95 Note: L indicates lift R indicts retest NOTE: The deodpr was dew mi ed inpaml aoomlmx with ASfM D 2M Cer<eo i to tha mmatme iadw4p for Ceded womb tlrt pow aWA hfdmpa caNrt, eithmnatu dly or by de adddie" of H= orodw abstm em, wme applied bred upon v-v eedt ooueWimt. GALLAGHER MATERIALS TESTING 000, TbA nmft bu mgbmpatm for me mhxiw ms ONO clict fw wbomftY w obftmmdsndM*cdyb a- rnyla wawdmVa impwwd Tby do mtidad�d b W ivtios600fdn 9�nf dappusd, idemosl prodmb. Tb or ofom ®matesosia em Fla' wrimmappmsl. W - L Gallagher Materials Testing COMPACTION PO Box 465 / Bryan, Texas 77806-0465 / Tel: (979) 324-1561 TESTS TO: Mr. Jim Stewart DATE: 29-Apr-03 Waterwood Townhomes P.O. Box 10028 College Station, TX 77842 PROJECT NO.: 03005 REPORT NO.: 36 PROJECT: Waterwood Townhomes College Station, TX MATERIAL OPTIMUM DENSITY MOISTURE/DENSITY COMPACTION NO DESCRIPTION MOIS.% MAX, pcf SPECIFICATION SPECIFICATION 6 Gray Sandy Lean Clay 16.9 1102 ASTM D 698 95 MATL LOCATION OF TEST DENSITY MOISTURE PERCENT NO IN PLACE TEST DEPTH DRY, pcf CONT% DIFFERENCE COMPACTION *** Fill Material for Parldng -- 6 L3- Grid E.2 @ 10 6" 104.8 192 2 3 95 6 13 Grid G.1 @ 10 6" 1042 16.9 95 6 LI Grid GA @ 9.6 6" 105.1 17.2 0.3 95 6 LI Grid E @ 9.6 6" 105.3 17A 0.5 96 Note: L indicates lift NOTE: The I ill wasdoh=xioWinpmWao-tdaroewhhASIMD2422. Catmedmtothemob,etama..0 for leafedttWaiatrdot poaaaaa hydmllm a -bat, aitbrnatmdly or by the addit-ofhm at other robgamr. wem VVW bmW upon mvimm kd aomWlame. GALLAGHER MATERIALS TESTING AZI --ZAWvZ' Ttamdud,mm-mbnpwtanfardwwmiuiwoaaotdratimtdirwhomd"y otumdmdapplyodywe.w p1mWWmVmhas,&W . Tbya.mtin-odrd "� bbmfioanaofdrquaiityofappca-dy idmdnl Ttmmofamu U tra-riwourPmwiAYaaprowL PREPARED 5/07/03, 7:48:27 INSPECTION TICKET PAGE 13 City of College Station INSPECTOR: BUILDING INSPECTOR DATE 5/07/03 ------------------------------------------------------------------------------------------------ ADDRESS . : 1001 KRENEK TAP RD BL 1 SUBDIV: M RECTOR (ICL) TENANT, NBR: WATERWOOD'TOWNHOMES-BLDG1 CONTRACTOR : WATERWOOD TOWNHOMES, LP PHONE (979) 695-7744 OWNER : MADISON, HENRYETTA PHONE PARCEL : 004601-0141-0000 APPL NUMBER: 03-00000837 SLAB ONLY RES. (MF) ------------------------------------------------------------------------------------------------ PERMIT: BLDG 00 BUILDING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ B100 01 5/07/03 FBI, BLDG, FOUNDATION -SLAB TIME: 17:00 BUILDING #1 (THE WHOLE BUILDING) - WED. MORNING 05/06/2003 09:39 AM LLONG -------------------------------------- COMMENTS AND NOTES-------------------------------------- o WWI S S CA 64-4e ;At v i A..a,r•e.,7�S j YU 9-ve j e.) a C4 I-ef 11!5 jf AL &T , �s dt. E3A. b il'UiCb11I"ER1CI„ CITY OF COLLEGE STATION 1101 TEXAS AVENUE COLLEGE STATION, TX 77840 (979) 764-3570 (979) 764-3496 FAX W W W.CI.COLLEGESTATION.TX.US ADDRESS/LOCATION: `00( Kmp-e-c- 640 LOT BLOCK ,� /� JSUBDIVISION BUSINESS/OWNER NAME: I/1*k-eWDoot 'TOWhAoi' gf, LP. CONTRACTOR/HOMEOWNER: CONTRACTOR ADDRESS: eF0 9o- " l0 d 2, O ELECTRICIAN: HVAC: PLUMBER: L k`, OfteU 0* DATE: 3-A4/�-o3 �i�J APPUCATM M O �� � ✓ 1 TEMP POLE 11d i PHONE: M 05- 77Y-Y PHONE: GOOD CENTS (Residendal only): CLASS OF WORK ACCESSORY/STORAGE LOCATION RE -ROOF (Total/Partial) ADDITION MOVING SHELL ONLY DEMOLITION (Asbestos Survey) NEW CONSTRUCTION SLAB ONLY DUPLEX (Landscape Plans Req) REMODEURENOVATION SWIMMING POOL A r DESCRIPTION OF WORK: STRUCTURE USE: 6v kCA0 0 HOMEOWNER ASSOCIATION/ARCHITECTUAL OR DESIGN REVIEW COMMITTEE APPROVAL: TEXAS ACCESSIBILITY STANDARD (TAT REGISTRATION# EABPRJ VALUATION: $ al01w 01)( 1' f0 ZI, IOTAL AREA: 5520 HEATED AREA: /� A (Cod �of Labor and MatedalS a PUBLIC SEWER SEPTIC/TREATMENT SYSTEM SEWER TAP: WATER TAP: OTHER TAP: TEMP POLE GARAGE TYPE: -7 SME a SINGLE F1 ATTACHED SIGNATURE OF APPLICANT: NUMBER OF BEDROOMS: NUMBER OF BATHROOMS: INTERIOR WALL TYPE: EXTERIOR WALL TYPE: FOUNDATION TYPE: cm ROOF TYPE: DOUBLE r__j TRIPLE a DETACHED .UNCARPORT a e�eeeeeeeeeeeeeeeeeeeeeeeveeeee'♦eieeieeeeeeeeeeeeeeeeeeeeeeeee Official Use Only Comments: YES or NO Plans Examiner Zoning Official lrtgf� cdt -737 -�9 Y Y BUILDING PERMIT CITY OF COLLEGE STATIC 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979) 764-3570 FAX: (979) 764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00000837 Date 4/24/03 Property Address . . . . . . 1001 KRENEK TAP RD BL 1 Property ID . . . . . . . . . 004601-0141-0000 R # . . . . . . . . . . . . . R13280 Tenant nbr, name . . . . . . WATERWOOD TOWNHOMES-BLDG1 Application description . . . SLAB ONLY RES. (MF) Subdivision Name . . . . . . M RECTOR (ICL) Property Use . . . . . . . . Property Zoning . . . . . . . APARTMENT LOW DENSITY Application valuation . . . . 50216 Owner Contractor ------------------------ ------------------------ MADISON, HENRYETTA WATERWOOD TOWNHOMES, LP PO BOX 150365 C/O JIM STEWART AUSTIN TX 787150365 POST OFFICE BOX 10028 COLLEGE STATION TX 77842 (979) 695-7744 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . KE Permit Fee . . . . 264.00 Plan Check Fee .00 Issue Date . . . . 4/24/03 Valuation . . . . 50216 Expiration Date . . 10/21/03 Qty Unit Charge Per Extension BASE FEE 260.00 1.00 4.0000 THOU BLDG, VAL 50001-100000 4.00 ---------------------------------------------------------------------------- Special Notes and Comments Per section R106.3.3, 2000 IRC and section 106.3.3 2000 IBC, proceed with foundation work at own risk w/out assurance that further permits will be issued. POST PERMIT CARD ON JOB SITE PROVIDE SANITARY FACILITIES FOR WORKERS ON SITE LOCATED OFF THE PUBLIC RIGHT-OF-WAY. PROVIDE STRING LINES FOR ALL BUILDING SETBACKS AND EASEMENTS ON FOUNDATION INSPECTION. REMOVE ALL VEGETATION AND FOREIGN MATERIAL FROM SLAB AREA Fee summary Charged Paid Credited Due --------------------------------------------------------- Permit Fee Total 264.00 264.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 264.00 264.00 .00 .00 ----------------------------------------- --'-- - ---------------------- BUILDING DE PT R RESENT T APPLICANT: <� /L_ BUILDING PERMIT CITY OF COLLEGE STATIO 1101 TEXAS AVE COLLEGE STATION, TX 77840 PHONE: (979)764-3570 FAX: (979)764-3496 ---------------------------------------------------------------------------- Application Number . . . . . 03-00000837 ------------------------------------------- BUILDING DEPT R RESENT/A�TTII APPLICANT:,.!/I Page 2 Date 4/24/03