The URL can be used to link to this page

Home My WebLink AboutCorrespondenceJim Wilson From: Sent: To: Cc: Subject: Attachments: Jim marlon.ward@lppusa .com Tuesday, May 07, 2013 12:28 PM Jim Wilson Steve.Lightwine@lppusa.com; Van.Gorman@lppusa.com; randall.brossman@lppusa.com; Robert Montague; msandoval@pceci.com Linde Inspection of Reinforcing Steel at Pump Bldg, Williams TXP1 Plant Parachute [Untitled].pdf; -2938513.jpg; 104_367 4.jpg; 104_3685.jpg Linde Process Plants has inspected and verified that the rebar installed by PCE Constructors at the Area 57 Pump Building is per the current stamped LPP drawings and specifications. There were no exceptions made during the inspection. Attached are pictures, drawings, and sign offs for the reinforcing steel from LPP and our 3rd party inspector Terracon. Please let me know if you have any further questions. Thanks Marlon R Ward Project Engineer Linde Process Plants 6100 S Yale Avenue Suite 1200 Tulsa, OK 74136 970-285-0214 marl on . ward@lppusa .com www.lppusa.com CONFIDENTIALITY NOTICE : This e-mail message including attachments, if any, is intended only for the person or entity to whom it is addressed and may contain confidential or privileged material of Linde Process Plants, Inc and/or its Divisions. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by e-mail and destroy all copies of the original message. If you are the intended recipient but do not wish to receive communications through this medium, please so advise sender immediately. 1 Im CONSTRUCTORS, INC. I ~~ QUALITY CONlROL FIELD INSTALLATION CHECKLIST: CONCRETE PLACEMENT FORM PllOJECTNo. 7130 UNIT No . TXP1 EQUIPMENT Id . 53&1)A.'ll-5361Al8 DRAWING CN70·5710 SPECIFIC.ATIOI LPPICS-1 rTEM CONTRACTOR LPP Clienl COMMENTS INITIAL I DATE IN'illALIOATE INITIAllOATE Pour Location: PumoShed !iflt'K '(-.'.> ~ (,[f· Area: 57 /' / Y( vc... N.97'-6" )) / I Coordinates: E. 331'-6" I l FORMS: .Bv;~J. J Adeaualetv Bt~ced/SuooOflod Oimcnt~v11Uons r I ( ChonlferJCioonlMU { ~ I J Fofl!! wo:I< h., boon p<OJl<•!;mlD..,,""' ') ) ~) ~ m11nublct1.1rt:slengl nttfing recommendaUons (Suoerinlendenl initials this secllon} B&!NEQR~IN!;Z S'!'£EI.;: ~f-3 I ( Clearances Soacin1:1 orSta:el I /\ L-. \ Barstze \ ( I \ Proper Lap ' \ I J Secure I ) I Clean I , I EM!lEDOED !]}';MS: 0 Anchor bolls. angles. channels, elc., (structural) /d7'-3 Pipe sleeves I frtHnas (piclnnl //,N-,,-/-,..., Conduit I aroundina (eleclr!call ~9'-3 ~ l\.) - ~Q NQBill ~La&liM~NT: v Q Prooer handllna ~s-7 Vibration / / Finish I.... l Admixtures .../ O.C.OATA: El\. Quanlily (in cubic yafds) 144 Design Strenglh ( psi ) 4000 IToSI Clllntlers Required 4 Test Cylinder 28 dal avg (psi) · No. Clinders Cesl I{ Time rrom Balch lo placemenl (min) OOmln. CONCRETE TEST: Attach all Batch Tlckels %S'J1"1. 7S, / 8S'Jfl/7J Required slump: 4•-6· Arnbh:nt temperalure (deg F) se. Ac\ual slump 4'' Concrele Temperature (deg J) 71-S wa:her condlr.co: cle«r Water Added at Job Sile (gal) CJ Alr%Actual ,_s AJr %. Required 5-7 THE CONCRETE PlAZT ~ 0E£N INSPECTED./~ IN ACCORDANCE WITH THE PROJECT DESIGN DOCUMENTS: CONTRACTOR f>:I _'l 0 '5 " 7-/ :J PRINT SlGNATIJRE -OATE LPP PRl.NT SlGNA1'lJRE DATE CLIENT PRl~I SIGNATURE DAti! Fonn No. QCM-F1002 r009 (January 2012) ConfidenliaHly Class 1-PubUc ln accordance with LS 104-03: Linde AG Page 1 of1 REINFORCING STEEL OBSERVATIONS REPORT Report Number: Service Date: Report Date: Client AD13 !005 .0027 04105/l 3 04/08/l 3 Revision 1 -Obsen•alion Results PCE Constructors. Inc Attn: Brock Deloach 13544 Eads Road Prairieville, LA 70769 Services Requested By: Merco Sandoval with PCE Constructors Reinforcing Steel Type: Cast-in-place concrete Observation Loeetion: Pump Shed (Area 57). ObservnUoo Results : Project lrerracan 2308 Interstate Ave Grand Junction, CO 81505 970-245-4078 TXPl Civil & Underground Construct ion 4289 County Road 215 Parachute, CO 81635 Proiecl Number: ADB 1005 Based on our observations, the reinforcing steel placement at the above-referenced locations is in accordance with the identified project drewings. Referenced Drawings: Harris Rebar Denver -R-006A, Williams Midstream PCR-CN?0-5110 Comments: No revisions on Williams Midstream drawings. Latest revision on Hanis Rebar drawings occurred 2/12/13. Services: Terracon Rep.: Elias Acevedo Started: Reported To: Man:o Sandoval with PCE Finished: Contractor: Ucpon Distribution: (l )l'CtC'eM11VC1C1Q.tu.Eded (l)PCECoostnlci.on, IDC, Emailed (I ) PCE ConstnJcigrs, ISK:, Em ailed Reviewed By: Ull~~;.er Tllo !MIS .,,,., pcfounc<I In g ........ •-d!tl<8 Wilh op;>llc:i!bl!I ASTM, MSlfTO, °' DOT lUSl n'JO!riod&. This "'port ts O¥Ckl•tvefy lot the Ulll of tho dll!nl lndicratjtd lbo'.'8 a,nd shil.U nol be C'Op ro6uted e>:cgpl In fW ~ Um wrililtn conR.1\1 of our c:-ornP BJtV. Tn1,rn 111"'1; lfllnsnjlto" herein RIO arw upplfcftb'o to ll1e oclual &Ontples 189ted al LllO I0<11llolll•l 10l01 011C<4 •od "'" 001 ...,....,."Ty "1dlcetlvo of tho ptopo~les ol Olller opplR!lll'/ stnolaf"' ldenlkal ma<ctLils. CTHU.tJa-11,.,., P~ 1 or I fl :t3 4) Constructors, Inc. 13544 Eads Road, Prairieville, LA 70769 *PO Box 1582, Prairieville, LA 70769-1582 (P) 225-677-9100 (F) 225-677-9150 February 22, 2013 Garfield County Building & Planning Department 108 81h St., Suite 401 Glenwood Springs, CO 81601 Attention: Reference: Dear Sir: Mr. David Bartholomew BLC0-2-13-2751 & BLC0-2-13-2755 Parachute Creek 350 MMSCFD Turbo Expander Plant Linde Civil & Underground Construction Contractor Parachute, Colorado As we discussed over the phone, PCE has applied for the two referenced building permits for tempora1y facilities at the Williams Parachute Gas Plant. I will not be able to receive these two pe1mits in person. This letter serves as authorization for PCE site manager Robert Montague to represent myself and PCE Constructors, Inc. in any and all matters concerning the building pennits referenced above. Mr. Montague will also schedule any necessary inspections to fulfill the requirements of the building permit. Please contact our office with any questions or concerns .. Ve1y truly yours, PCE CONSTRUCTORS, INC. ~~ ·Brock Deloach cc: Mark Allen -PCE Robert Montague -PCE Jim Wilson From: Sent: To: Cc: Subject: Attachments: Andy Schwaller Tuesday, April 09, 2013 8:49 AM Matt Provost; Jim Wilson 211 OA01 W@LPPUSA.COM FW: Inspection document sign-off and photos for 7130-PUMP SHED/DWG#057-C-ZB-1020 pump fdn .pdf; 104_3685.jpg; 015.jpg; 104_3650.jpg; 104_3651.jpg ; 104_3652.jpg ; 104_ 3653.jpg; 104_3674.jpg ; ATT00001 .txt This appears to be very thorough. Please add to the file. I told Lindi's representative that the engineer of record can do the inspections once a building permit is in place. As long as they document the inspections like this, I am good to let them do the inspections as long as they keep us in the loop. Thanks, Andy From: 211 0A01W @LPPUSA .COM[mailto:] Sent: Monday, April 08, 2013 3:58 PM To: Andy Schwaller Subject: Inspection document sign-off and photos for 7130-PUMP SHED/DWG#057-C-ZB-1020 LPP Project No. 2110A01W Williams Field Services Co ., LLC 350 MMSCFD Cryogenic Gas Processing Plant Parachute Creek TXP-1 Garfield County, CO Correspondence No .: Mr. Schwaller, Per our phone discussions from earlier today, please find attached photos and the sign-offs attached from Terracon and PCE/Linde/Williams for the subject foundation pour. This data applies to the 3 -sided pump shed foundation . Our understanding is that the Garfield County inspector will drop by the site this Wednesday to view these documents as well. I have conveyed to the field that Garfield County needs 24-hour advance notice of all future inspection points . Please advise of any questions . We appreciate your continued support with this effort. Regards , Art Thompson Project Manager (918) 477-1273 -Direct ANY AND ALL CORRESPONDENCE FOR THIS PROJECT TO BE SENT TO 2110A01W@LPPUSA.COM ONLY 1 ~~ 1- 1 I ~ ~~ "'~ l l "-• I §~ ih . ~.~ d j__Gi. .... ';... al S.:" li':l ~" § .. .• ,_.! t. 6~ 41]" ""' ,gi Sd ~~ .,t--,11 ., ~ ~a ~~n :.'!I ! ±;1aJ :-;;Ii i :rnst ~·:-§! ""§"~ !i!1tri :. e! I e- l ~ i I ~ I I '"~ ' l1i ~1 ~ ~ I ; e-1< I ii I ~ l l . I ... ,,, !! "Ii 2-)J I ~ I I ' e- ~ 0. !!i .,.-.ti !_ JI-JI .D-.i'I ! -~ \ff ~f < REINFORCING STEEL OBSERVATIONS REPORT Report Number: AD\31005.0027 Service Date: 04/05/13 Report Date: 04/08/13 Revision J -Obsen•ation Results Client PCE Constructors , Inc Attn : Brock Deloach 13544 Eads Road Prairieville, LA 70769 Services Requested By: Marco Sandoval with PCE Constructors Reiuforciog Steel Type: Cast-in-place concrete Observation Location: Pump Shed (Area 57). Obscr"\'Dlion R esulls: Project lrerracan 2308 Interstate Ave Grand Junction, CO 81505 970-245-4078 TXP I Civil & Underground Construction 4289 County Road 215 Parachute, CO B 1635 Proi cct Number: AD ll lOD S Bas ed on our o b scrv~lions, the reinforcing steel placement at the above-referenced locations is in accordance with the identified project drawings. Referenced Dra~ngs: Harris Rebar Denver -R-006A, Williams Midstream PCR-CN70-S? 10 Commeob: No revisions on Williams Midstream drawings. Latest revision on Hartis Rebar drawings occurred 2/12/13. Services: Terracon Rep.: Elias Acevedo Started : Reported To: Maroa Sandoval with PCE Finished: Contractor: Repo rt Dl•trlbutlon: (l )IU~J.IM.flld°ed (l )PCEC'OllstrucJ o ~lct ,F.mni1ed (I) PCE Construtton, Inc, Emailed Reviewed By: r Tha 1 .. 1s ,...,. petlonl1Cd In _..i acaud11nc:e wllh oppllco bro ASTM, MSKTO. or DOT ""' molbocb. This r19D11 ll c•W.lvtli for rho un of lho dtoni 1ru1ai1oo·a.tJ cwe 111ld-lhlU no' bo re p100uob" t!Xcqpl In ful wflMut lho ws l~en consoni orourccimpM')". Tes r fl'J !lulll lrMlirri rtod 'here!n oro °'*J applk.u~ lo a10 •dual samp1 .. 1 .. lod et Iha loco1"'1(•)'1elemt1COd lll1d .,. oot ftCt••>S•rff\I lodl;aU ve ol lho prOflCJll•• of otl]of app;c"111~/ llmll;jt or ldOfldCl l moterl>l>. croou.~.Jt-·ll.lrr t P.-s.c 1 of I Jim Wilson From: Sent: To: Cc: Subject: Attachments: Jim marlon.ward@lppusa.com Tuesday, May 07, 2013 12:28 PM Jim Wilson Steve .Lightwine@lppusa.com; Van.Gorman@lppusa.com; randall.brossman@lppusa.com; Robert Montague; msandoval@pceci.com Linde Inspection of Reinforcing Steel at Pump Bldg, Williams TXP1 Plant Parachute [Untitled].pdf; -2938513.jpg; 104_3674.jpg; 104_3685.jpg Linde Process Plants has inspected and verified that the rebar installed by PCE Constructors at the Area 57 Pump Building is per the current stamped LPP drawings and specifications. There were no exceptions made during the inspection. Attached are pictures, drawings, and sign offs for the reinforcing steel from LPP and our 3rd party inspector Terracon . Please let me know if you have any further questions. Thanks Marlon R Ward Project Engineer Linde Process Plants 6100 S Yale Avenue Suite 1200 Tulsa, OK 74136 970-285-0214 marlon .ward@lppusa.com www.lppusa .com CONFIDENTIALITY NOTICE: This e-mail message including attachments, if any, is intended only for the person or entity to whom it is addressed and may contain confidential or privileged material of Linde Process Plants, Inc and/or its Divisions. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by e-mail and destroy all copies of the original message. If you are the intended recipient but do not wish to receive communications through this medium, please so advise sender immediately. 1 rn Eu not GllOLIP --------~ Linde Process Plants, Inc., 6100 South Yale Avenue, Suite 1200, Tulsa, Oklahoma 74136, USA Phone : +l.918.4 77.1 200 , Fax: +1.918 .4 77 .11 00, www.LPP USA.com CONFIDENTIALITY NOTICE: This e-mail message including attachments, if any, is intended only for the person or entity to whom it is addressed and may contain confidential or privileged material of Linde Process Plants, Inc and/or its Divisions. Any unauthorized review, use, disclosure, or distribution is prohibited. If you are not the intended recipient, please contact the sender by e-mail and destroy all copies of the original message. If you are the intended recipient but do not wish to receive communications through this medium, please so advise sender immediately. (See attached file: pump f dn.pdj) (See attached file: 104 _ 3 685 jpg) (See attached file: 015 jpg) (See attached file : 104_3650jpg)(See attachedfile: 104_3651jpg)(See attachedfile: 104_3652jpg)(See attachedfile: 104_3653jpg)(See attachedfile: 104_3674jpg) 2 REINFORCING STEEL OBSERVATIONS REPORT Report Number: Service Date: Report Date: Client AD131005.0027 04/05/13 04/05/13 PCE Constructors, Inc Attn: Brock Deloach 13544 Eads Road Praifieville, LA 70769 Project lrerracan 2308 Interstate Ave Grand Junction, CO 81505 970-245-4078 TXPl Civil & Underground Construction 4289 County Road 215 Parachute, CO 81635 ProjectNumber: AD131005 Services Requested By: Marco Sandoval with PCE Constructors Reinforcing Steel Type: Cast-in-place concrete Observation Location: Pump Shed (Area 57). Observation Results: Based on our observations, the reinforcing steel placement at the above-referenced locations appeared to be in general accordance with the identified project drawings. Referenced Drawings: Harris Rebar Denver-R-006A, Williams Midstream PCR-CN70-5710 Comments: No revisions on Williams Midstream drawings. Latest revision on Harris Rebar drawings occurred 2/12/13. Services: Terracon Rep.: Elias Acevedo Started: Reported To: Marco Sandoval with PCE Finished: Contractor: Report Distribution: (1) PCE Constructors, Inc, Emailed (1) PCE Constructors, Inc, Emailed ( 1) PCE Constructors, Inc, Emailed Reviewed By: Engineer The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical materials. CT0013, 6-30-11, Rev B Page I of 1 Permit#: Permit Holder: Site: Owner: Status: Inspector: Corrections: COLORADO STA TE ELECTRICAL BOARD 1560 Broadway, Suite 1350 Denver, CO 80202 736433 PCE CONSTRUCTORS, INC. MARK ROBARDS PO BOX 1582 PRAIRIEVILLE 707690000 Inspection Report Date Inspected: 03/29/2013 Phone: (225) 677-9100 Fax: Email: mikecook@pceci.com 4289 CR 215 Parachute, Garfield County, TURBO EXPANDER PLANT Rejected Inspection Type: Partial Rough In NEW COMMERCIAL Norman Feck 877-320-9150 1) Cold drain tank (VR5710 in area 53) GE is not approved. Shall be 20' continuous. 250.52A3 2) (5) Scrubber GEs in area 52 are not approved. Shall be 20' continuous. 250.52A3 Comments: 1) Pumps Shed in area 57 pad ufer GE connection ok 2) Contractor re-read comment # 2 of 3/21 inspection report --· . . . ... .... ·-·· ... . .... ....... -. ····-·-· -· ........ --. -·· ... : -