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HomeMy WebLinkAboutCOM2019-00036 Replace Pier - COM Inspections - 1/30/2025 615 W.Alder St.Bldg 8,SHELTON,WA 98584 MASON COUNTY SHELTON:360�27-9670,EXT 352 COMMUNITY SERVICES BELFAIR:360-275-4467,EXT 352 Building PI—nmq.E­ronm wl Health,Community Health ELMA:360-482-5269,EXT 352 - www.co.mason.wa.us INSPECTION CARD AND CERTIFICATE OF OCCUPANCY** To schedule an inspection call or visit httpJ/www.co.mason.wa.us/community-servicesibid-inspection.php Permit Number COM2019-00036 Date Issued 07/25/2019 Issued By Project New Commercial Permit Site Address 1200 E STATE ROUTE 3(TAYLOR STAIRS) Applicant MANKE FAMILY RESOURCE LP Contractor Contractor Phone 2015 IV Primary Code UPC IBC,IRC,IFC,IEC,IMC,& Type x Permit Type NEW COMMERCIAL PERMIT Occupancy -APPROVED PLANS MUST BE ONSITE FOR ALL INSPECTIONS. -DO NOT PROCEED BEYOND EACH STAGE OR COVER WORK UNTIL APPROVAL IS GRANTED. T -THIS CARD MUST BE POSTED IN A CONSPICUOUS LOCATION,FRONT OF THE PREMISES IS BEST FOR MAKING ENTRY. -ALL PERMITS EXPIRE 180 DAYS AFTER THE PERMIT IS ISSUED OR 180 DAYS AFTER DATE OF LAST INSPECTION. PL -OWNER/AGENT IS RESPONSIBLE FOR REQUESTING ALL INSPECTIONS THROUGH FINAL INSPECTION. -THIS STRUCTURE MAY NOT BE USED OR OCCUPIED UNTIL ALL APPROVALS ARE GRANTED." "4" PRIOR TO CALLING FOR FINAL INSPECTION,ALL CONDITIONS OF THE PERMIT MUST BE MET F Q Public Works Access/Driveway Other �� Health Septic Well Deptartment C Planning Site Inspection Department Fire Marshall Fire Apparatus Access Fire Sprinkler ��---- Auto Fire Alarm Hood and Duct Other Final Building Building Official: Community Services Designee E Department Concrete Setbacks Slab t Footing Perimeter Point load Footing ^, Footing Interior Footing Decks/Porches }vim Foundation Stem Walls Other Rough-In Groundwork Plumbing Framing Groundwork Mechanical Plumbing Groundwork Gas Pipe Mechanical Gas Piping Shear Wall Nailing Underfloor Other Insulation Slab Ceiling a Floor Vaulted Ceiling Walls Vapor Barrier Other Wallboard Interior Wall Brace Panels Fire Walls Nailing Other Final Building -3Q`2SFinal Building O—C Manufactured Setbacks Setup Home Concrete Foot/Runners Final Other /�4 \ Mason County Mason County - Division of Community Development \ �----'� 615 W.Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us F 9-00036 NEW COMMERCIAL PERMIT ESCRIPTION: COMMERCIAL PIER REPLACEMENT ISSUED: 07/25/2019 ESS: 1200 E STATE ROUTE 3 (TAYLOR STAIRS) EXPIRES: 01/21/2020 PARCEL: 320174100020 APPLICANT: MANKE FAMILY RESOURCE LP OWNER: MANKE FAMILY RESOURCES LP P O BOX 1302 P O BOX 1302 SHELTON,WA 98584 SHELTON,WA 98584 1.360.426.5536 VALUATIONS: F Paid Due Project Valuation (BID, 300000.00 $300,000.0 ec a $1,507.32 $0.00 ESTIMATION-) -Commercial $25.00 $0.00 Commercial Review $380.00 $0.00 Fe Ilding Permit Fee $2,318.96 $0.00 Total: 0, Totals : $4,231.28 $0.00 REQUIRED INSPECTIONS Setback Inspection Framing Inspection Footing Inspection BLD-Final Inspection CONDITIONS * CONSTRUCTION PROCESS TO BE FIELD CORRECTED AS REQUIRED PER MASON COUNTY BUILDING DEPARTMENT AND THE ADOPTED BUILDING CODE. The construction of the permitted project is subject to inspections by the Mason County Building Department. All construction must be in conformance with the international codes as amended and adopted by Mason County. Any corrections, changes or alterations required by a Mason County Building Inspector shall be made prior to requesting additional inspections. " All property lines shall be clearly identified at the time of foundation inspection. Printed by:Nicole Norris on:07/25/2019 12:06 PM Page 1 of 4 Mason County Mason County - Division of Community Development 615 W. Alder St. Bldg. 8 *_ 1 =/ Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2019-00036 * Pressure treated wood manufactured after January 1, 2004 may contain high concentrations of copper which could quickly corrode metal fasteners, connectors, and flashing. Install metal connectors approved for contact with the new types of pressure treated material. * Owner/Agent is responsible to post the assigned address and/or purchase and post private road signs in accordance with Mason County Title 14.28 and 14.17. * All construction must meet or exceed all local and state ordinances in addition to the International Codes requirements as adopted and amended by Mason County and the State of Washington. Occupancy is limited to the approved and permitted classification. Any non-approved change of use or occupancy would result in permit revocation. * All building permits shall have a final inspection performed and approved by Mason County Building Department prior to permit expiration.The failure to request a final inspection or to obtain approval will be documented in the legal property records on file with Mason County as being non-compliant with Mason County ordinances and building regulations. * The plan review check list and corrections are part of the approved plans and must remain attached. It is the responsibility of the applicant, owner or contractor to make the required corrections indicated on the plans. Once the plans are marked "APPROVED",they shall not be changed or altered without authorization from the Building Official. The permit holder is responsible to retain the complete approved set of plans on site for the duration of the project. Failure to comply and/or removal of approved documents will result in failure of required building inspections. * All RED stamped approved plans are required to be on-site for inspection purposes. If an inspection is called for and plans are not available on site, then approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and must be collected by the Building Department prior to any further inspections being performed or approvals granted. * All permits expire 180 days after permit issuance, or 180 days after the last inspection activity is performed. The Building Official may grant a one time extention of 180 days, upon the receipt of a written extension request prior to permit expiration. Letter must indicating that circumstances beyond the control of the permit holder preventing action from being taken. No more than one extension may be granted. * All surface water and potential runoff must be controlled on site and shall not adversely affect any adjacent properties nor increase the velocity flow entering or abutting to any state or county culverting/ditching system or road way. * The stamped approved site plan is required to be on-site for inspection purposes. If an inspection is requested and the approved site plan is not on site, approval will not be granted. In addition, a re-inspection fee (refer to current fee schedule, minimum 1 hour)will be charged and shall be collected by the Building Department prior to any further inspections being performed or approvals granted. * Approved per dimensions and setbacks on submitted site plan. Setbacks are measured from the furthest projection of the structure. * The international code requires a fire apparatus access road for every facility, building, or portion of a building that is more than 150'from an approved access road. Roads are required to meet the minimum Mason County Fire Marshal standards for Fire Apparatus Access Roads up to the point where such roads connect with a county maintained public road or to another fire apparatus access road which connects to a county maintained public road. * All changes to"approved" building plans that effect compliance with the international codes as amended and adopted, or any other Mason County ordinance or regulation, must be reviewed and approved by Mason County prior to construction. * Contractor registration laws are governed under RCW 18.27 and enforced by the WA State Dept of Labor and Industries, Contractor Compliance Division. There are potential risks and monetary liabilities to the homeowner for using an unregistered contractor. Further information can be obtained at 1-800-647-0982. The person signing this condition is either the homeowner, agent for the owner or a registered contractor according to WA state law. * Landings and stairs must meet the same setback conditions as any permitted structure; and, must be shown on your site plan. Please check your"Approved Site Plan"to ensure these structures are shown and meet the setback conditions listed. Printed by:Nicole Norris on:07/25/2019 12:06 PM Page 2 of 4 Mason County Mason County - Division of Community Development 615 W.Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.mason.wa.us NEW COMMERCIAL PERMIT COM2019-00036 * Implement the BMP's described within Ecology's"Focus on Treated Wood Exclusion" publication and EPA Region 10 BMP's for piling removal and replacement in Washington State. * As specified within condition#2 of the shoreline permit, applicant is to Implement the proposed Construction BMP's listed within the shoreline permit application project description. Equipment, structures and materials shall not be abandoned in the shoreline area. * Maintenance and Operation BMP's shall be implemented as proposed by applicant within PROJECT DESCRIPTION, Section 6.2, Ex. 2 of shoreline permit. * Should pest control measures become necessary, the operator of the facility shall use best management practices designed to protect environmental resources. * Vessels shall be restricted from extended mooring on "State Owned Aquatic Lands"except as allowed by WAC 332-52- 155 and other applicable state regulations. * In addition to the inspections required in IBC, Section 110, the owner,the engineer or architect of record acting as the owner's agent shall employ one or more special inspectors who shall provide inspections during construction on the types of work listed under Chapter 17 and as specified by the design professional. The special inspectors duties &responsibilities shall be as specified in Chapter 17. Special inspection reports shall be submitted to the Mason County Building Department, 615 W Alder St, Shelton WA 98584 and available for inspection. Inspection reports shall be completed and submitted to the dept. in a timely manner and shall be submitted prior to the framing and final occupancy inspections. Required Special Inspection; -Welding -Pile Driving -Structural Observation Report * A structural observation report, as defined in Chapter 17 of the International Code, shall be provided to the Mason County Building Department. Reports shall be prepared by the engineer or architect of record responsible for the structural design or another engineer or architect designated by the engineer or architect or record. Reports shall be submitted to the Mason County Building Department within 2 weeks following each structural observation. A final observation report shall be submitted prior to the final inspection of the structure. Written statements shall indicate the permit number,type of inspection, and identify any reported deficiencies. Structural observation is defined as the visual observation of the structural system by a registered design professional for general conformance to the approved conformance to the approved construction documents at significant construction stages and at the completion of the structural system. * Manufacturers specifications and installation requirements must be onsite at time of inspection. -Flupsy(x2) -Steel Floats (x3) -Gangway(x2) (Please note the inspector may request additional information) If you have any questions regarding these items please contact the Mason County Building Department. Printed by:Nicole Norris on:07/25/2019 12:06 PM Page 3 of 4 1� Mason County =' Mason County - Division of Community Development - 615 W.Alder St. Bldg. 8 Shelton, WA 98584 360-427-9670 ext 352 www.co.masonma.us NEW COMMERCIAL PERMIT COM2019-00036 I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of Laws and Ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state/local law regulating construction or the performance of construction. Issued By: �1 Contractor or Authorized Age Date: Printed by:Nicole Norris on:07/25/2019 12:06 PM Page 4 of 4 ti RECEIVED 1co Nrt JUL 2 5 2019 Mason County Community Services 615 W. Alder Street Building Division SPECIAL INSPECTION & 615 W Alder Street Shelton, WA 98584 TESTING AGREEMENT 350.427.9670 ext. 352 www.co.mason.wa.us (All references are per the 2015 International Building Code) Project Name: Manke Lumber Shelton Tug Moorage Project Address: E Pine Street, Shelton, WA Building Permit Number: COM2019-00036 Date Issued: BEFORE A PERMIT CAN BE ISSUED: The registered Design Professional in responsible charge shall fill out the Agreement and include the name and address of the company or inspector. Two (2) copies of this form are to be submitted to the County prior to the issuance of a building permit. If changes are made as to who will perform the special inspections a new form shall be submitted and turned into the Building Permits& Inspections Division for approval. STATEMENT OF SPECIAL INSPECTIONS: In addition to this Agreement, a "Statement of Special Inspections' shall be provided per IBC 1704.3. This Statement shall be made as part of the approved plans, and be placed in a conspicuous location,such as the first page of the construction plans or the first page of the structural sheets. SPECIAL INSPECTORS: All special inspectors shall be approved by the Building Division prior to performing any duties. The special inspector shall provide proof of certification as a special inspector for each inspection item and be licensed by the State of Washington. SPECIAL INSPECTION REPORTS: Special inspection reports are to meet the requirements of IBC 1704.2.4. Copies of each report are to be sent to the address listed in the letterhead noting the Project Address and Permit Number. A final report shall be submitted stating that all special inspection and structural testing items were completed and are in conformance with the approved design drawings and specifications. Items not in conformance, unresolved items, or any discrepancies in inspection coverage (i.e. missing inspections, periodic inspections when continuous was required, etc.) shall be specifically itemized in the final report. Areas requiring special inspection: Name of Agency: Address&Contact Information 211 Unapproved Fabricators(IBC 1704.2.5) Other than Structural Steel (IBC Table 170S.2.2) ❑ Steel floor&roof decks ❑ Welding of reinforcement ❑ Cold-formed steel Structural Steel ® Welding(Per N5.4 of AISC 360 10) Materials Testing & 2118 Black Lake Blvd SW Consulting, Inc. Olympia, WA 98512 M Details(Per NS.7 of AISC 360-10) (360) 534-9777 ® High-strength bolts(Per N5.6 of AISC 360-10) Concrete Construction(per 18CTable 1705.3) ❑ Reinforcement,embeds,anchors ❑ Formwork ❑ Materials ❑ 5hotcrete D Post-tensioned/Pre-stressed Concrete ❑ Erection of precast concrete Page 1 of 3 °g�� Mason County Community Services Building Division _ SPECIAL INSPECTION & 615 WAIderStreet Shelton, WA 98584 - r TESTING AGREEMENT 360.427.9670 ext. 352 www.co.mason.wo.us Areas requiring special inspection: Name of Agency: Address&Contact Information Masonry Construction(IBC 1705.4) ❑ Prior to Construction(Article 1.15,TMS-602) ❑ As Construction Begins(Article 1.19.2,TMS-402) ❑ Prior to Grouting(Table 1.19.2,TMS-402) ❑ During Construction(Per TMS-402&TMS-602) Wood Construction ❑ High-Load Diaphragms(IBC 1705.5.1) ❑ Wood Trusses>60ft(IBC 1705.5.2) ❑ Soils(IBC Table 1705.5) Brett Larabee, PE ® Driven Deep Foundations(IBC Table 1705.7) GeoEngineers 1101 S Fawcett Ave Suite 200 Tacoma, WA 98404 ❑ Cast-in-place Deep Foundations(I BC Table 1705.8) blarabee@geoengineers.com 253.383.4940 ❑ Helical Pile Foundations(IBC 1705-9) ❑ Sprayed Fire-Resistant Materials(IBC 1705.13) ❑ Mastic&Intumescent Coatings(IBC 1705.14) ❑ EIFS(IBC 1705.15) ❑ Fire-Resistant Penetrations(IBC 1705.16) ❑ Smoke Control(IBC 1705.17) 2118 Black Lake Blvd SW ® Structural Steel(IBC 1705.11.1&AISC 341-10) Materials Testing & Olympia, WA 98512 Consulting, Inc. (360) 534-9777 ❑ Structural Wood(IBC 1705.11.2) Page 2 of 3 Mason County Community Services Building Division SPECIAL INSPECTION & 515 W Alder Street Shelton, WA 98584 rasa TESTING AGREEMENT 350.427.9670 ext. 352 www.co.mason.wa.us ❑ Cold-formed Steel (IBC 1705.11.3) ❑ Mechanical&Electrical Components(1705.11.4) ❑ Architectural Components(IBC 1705.11.5) ❑ Storage Racks(IBC 1705.11.7) ❑ Other (IBC 1705.1.1) ❑ Other (IBC 1705.1.1) Declaration by Architect/Engineer (SEAL) I, the design professional in responsible charge for this project, declare that the above listed special inspection and structural testing items are required for this el\ pF WAS � project in acc rdance with I Chapter 17. o N h 2 .- 4LZ-Y //9 Si ature Date �A ORAL �ssIONAL ���` Declaration by Owner I,the Owner of the project,declare that the above listed firm(s) or individual(s) are hired by me to perform special inspections and structural t ing for the project pursuant to IBC 1704.2. Signatur Date CONTRACTOR RESPONSIBILITY: Each contractor involved with the construction of wind or seismic force-resisting systems shall comply with the requirements of IBC 1704.4. The contractor is responsible for providing the special inspector access to approved plans and contract documents at the job site. All special inspection records shall be retained at the job site by the contractor and shall be made available to the Building Department upon request. Declaration by General Contractor I, the General Contractor of the project, agree to comply with the "Contractor Responsibility" items noted above 71 . .g"lz Signa Date Page 3 of 3 INSPECTION RESULTS Pagel MASON COUNTY Department of Community Development COMMUNITY DEVELOPMENT 615 W Alder St, Shelton,WA 98584 hermit Assistance Cente,building,Planning (360) 427-9670 ext. 352 Application# COM2019-00036 Application Type NEW COMMERCIAL PERMIT Owner MANKE FAMILY RESOURCESLP Parcel # 320174100020 Site Address 1200 E STATE ROUTE 3 (TAYLOR STAIRS) SHELTON, WA 98584 Inspector Inspection Type Date Status Comments 1-6-25 DEC PER OUR CONVERSATION THIS MORNING PLEASE SUBMIT THE REQUIRED SPECIAL INSPECTION REPORTS THAT ARE LISTED IN THE PERMIT CONDITIONS. Drew Carlson BLD-FINAL INSPECTION 01/06/2025 FAIL REPORTS REQUIRED ARE FOR WELDING, PILE DRIVING, HIGH STRENGTH BOLTS AND A STRUCTURAL OBSERVATION REPORT DONE BY THE ENGINEER OF RECORD. FEEL FREE TO EMAIL THE REPORTS DIRECTLY TO ME. DREWC@ MASON COUNTYWA.GOV 6,06-1 Lra Memo Date: Friday, January 24, 2025 Project: Manke Lumber Shelton Tug Facility To: Mason County Building Department From: Andy Fortner, P.E. Subject: Building Permit Closeout 1" To whom it may concern: HDR analyzed as-driven pile lengths provided by the geotechnical engineer throughout July 2020 and confirmed as-driven pile embedment with the required design parameters. To the best of HDR's knowledge, the facility was built in accordance the plans and specifications. Please do not hesitate to contact me if you have any questions. Thank you, kG� Andy Fortner, P.E. andrew.fortner(a_hdrinc.com 360-975-6835 Lr.lQlGl 1Q1J 1 GJhlll� uL 1�V11JU1h111�� XIMO 6" y Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Manke Lumber - 19S160 - Field Report: Structural Steel, Job site: Report #F205659 CLIENT Manke Lumber DATE 05/21/2019 PROJECT LOCATION 321 E Mill Street Shelton WA PIs M TI#COM2019-000 Inspection Information: Inspection Date: Time Onsite: 09:00 Weather Cloudy, 50s F. 05/21/2019 AM Conditions: Inspection Performed: Structural Steel,Job site Comments: Code Reference: 2015 IBC and Washington State Amendments /AISC Manual 14th Edition / Risk Category: II / Seismic Design Category: D Sheet(s): 00S02 Detail(s): GN/00GO1 Tjr' Location(s): TYPICAL CATWALK STRINGERS & FIXED PLATFORM Level(s)/Elevation(s): N/A Visually inspected the welding of some catwalk stringers and Fixed Platform mentioned above. It appeared that all of but one W-Shape beam splices were completed at the time of this inspection. Welding was completed by WABO certified welder(s): DANIEL K. STANLEY JR. /W22071 / EXP. JAN 1, 2020. ' Welding Process: FCAW Welding Procedure Specification (WPS): NONE ON FILE AT THIS TIME Electrode: DUAL SHIELD 7100 ULTRA /AWS A5.20 / E71T-1C-DH8/T-1M-D / 0.45" DIA. Joint/Fit-up: Single-V-Groove Weld, Butt-Joint (B-U2-GF) Type of Weld: 1/4" Fillets &V-Groove w/Backgouging (Full Penetration) Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net 1r1A1.G1 lal�5 1 Gal.illg CX l..Ull3Ultlll;;9 lllkeo Geotechnical Engineering K Consulting•Special Inspection•Materials Testing•Environmental Consulting Welds were visually acceptable per AWS D1.1. Met with Steve Kegg w/Manke Lumber to go over materials and to check the overall quality work that has been performed thus far. Contractor is to provide Welding Procedure Specifications (WPSs) for the welds that are being performed in the field. Contractor will re-schedule inspection of the completed welds for visual testing of all welds and ultrsonic testing of full-penetration welds. Work in progress.Additional inspection needed. Images: ry I:1 I. \ a i UPLOADED: 05/21/2019 15:12:58 Root opening UPLOADED: 05/21/2019 15:12:59 COMPLETE B- B-U2-GF U2-GF Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale 'Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: A,ww.mtc-inc.net �lr�,•,,�tll.GllQll 1 GJl,lll� � 1.V11aU11,111�� 111\.. f Geotechnical Engineering&Consulting III Special Inspection•Materials Testing•Environmental Consulting SECTKON EL). - DETAIL W...� �M1{M11sMFtY'L'w�._.,_.., bbe R1NW � .,.. •:. , fjI •Ifw! f . 1.YY aly yhyV ffy,iV 1, rw• sua;u V — t.t t^ `IA 4AV LwiV iWo-a Itzwl mtn.R f.A-11 Y�. ,_Ss- A jk, Clgun 9 tfmlt at,1 P,-,iw,11W C.II'C.n)4,,WAtV.11ninS I*Uai ux11 J)I 11im s i4on 1.1 llf•+`• •t. �y,,W+.41G10.CAtnawiUtRlm ;.�l' ' W.• , fy„�grfBWGt!1[[QM+�'Cfu - 4 UPLOADED: 05/21/2019 15:13:00 B-U2-GF UPLOADED: 05/21/2019 15:13:02 TWO COMPLETED CATWALK SECTIONS y , UPLOADED: 05/21/2019 15:13:03 SUPPORT UPLOADED: 05/21/2019 15:13:04 PILE TO BE MEMBERS SPLICED Corporate a 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 3 60.64 7.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net IvXa .Gl 1Q15 1 Ga l,lllg LX- 1..V113 U1t111gq 111L e Geotechnical Engineering&Consulting.Special Inspection• Materials Testing a Environmental Consulting a`" z77c r. _ ,sue —- ,; .a•a, m �r ter. UPLOADED: 05/21/2019 15:13:06 COMPLETED UPLOADED: 05/21/2019 15:13:07 PLATFORM W-SHAPE EXTENTIONS FRAMING REPORTED BY:Tim Macke REVIEWED BY: Michael Houser, Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 3 60.5 34.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net Materials Testing & Consulting, Inc. MTC Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Document Title: (AWS)Ultrasonic Testing Report Document#: MTC-NDT-UTSP-01-F1 Rev.: 0 AWS - REPORT OF ULTRASONIC TESTING Client: Manke Lumber I Project# 19S160 Date: 9-4-19 Client Address: 1717 Marine View Drive, Tacoma,WA 98422 Report No: UT090419 Project Manke Lumber UT Unit Manufacture and Model: Unit SN and Cal Due date Cable Type: Procedure GE USM GO GOPL51511027/3-16-19 N/A MTC.01NDT Transducer Manufacture/Model: Transducer Serial No. Freq./Diam. Code 0 degree: NDT Systems CHR 028 2.25 AWS D1.1 Angle_0-60-70 U113UF Acc.Criteria Table 6.2 Calibration Block Weld Type Weld Thickness Material Type Type and Serial CJP .315 No. IIW 055 12 A992 Decibels** Discontinuity Distance c Several Welds -0 m o o r E Q. C 0 U � GN 7 L ;y d � O f6 O O O 7 f6 L C O = r y ~ V y O lE d d d V fU6 -0 M 7 C C r N a0i '� e3a a 3 M c o -J J a " c 0 o m Q From From Weld Identification M uL LL z I— Q u- -J a B c D J X Y Several welds X n/a 12 71 A 3 56 61 3 -8 full 2.7 .23 1/16 0 MTC Rep.telephoned the project engineer to see if Partial Penetration welds would be 4 X acceptable in lieu of full penetration welds.The Engineer approved PJP welds with d doubbler X _ plates to be added. Y X-Y MARKERS * Use Leg I, 11 or III Technician: Bryan Talley Attenuation **Gain in dB (Print) Factor a—b—c=d Technician: Level:ll Date: 6-24-19 Signature: Bryan Talley Client: Signature Level: Date: Ultrasonic testing is subjective and subject to inherent limitations of methodology.This report is not to be construed as a guarantee or warranty of the materials or welds tested. MTC is not liable for any misinterpretation of results or conditions or any claims or losses attributable to performance of a test.These services are rendered without and warranty. MTC-NDT-UTSP-01-F1 Page 1 of 1 Note: Printed copies are uncontrolled and considered"For Reference Only" lvxa tGl IU13 1 VC3 Ling M %�U113 ul l.lilgq llil:. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Manke Lumber - 19S160 - Field Report: Structural Steel, Job site: Report #F213927 CLIENT Manke Lumber DATE 09/05/2019 PROJECT LOCATION 321 E Mill Street Shelton WA PERMIT #COM2019-00036 Inspection Information: Inspection Date: Time Onsite: 3:03 Weather Cloudy, 50s F. 09/05/2019 pm Conditions: Inspection Performed: Structural Steel,Job site Comments: Code Reference: 2015 IBC and Washington State Amendments /AISC Manual 14th Edition / Risk Category: II /Seismic Design Category: D Sheet(s): 00S02 Detail(s): GN/00G01/ D/00SO1 Location(s): TYPICAL CATWALK STRINGERS & FIXED PLATFORM Level(s)/Elevation(s): N/A Visually inspected the welding of some catwalk piling hoops detailed as double groove CJP welds. MTC Rep.spoke with the project engineer and it was noted that the bottom welds only need gouged from one side and PJP is acceptable. the other fillet welds on the top rail is acceptable. Welding was completed by WABO certified welder(s): DANIEL K. STANLEY JR. /W22071 / EXP.JAN 1, 2020. Welding Process: FCAW Welding Procedure Specification (WPS): on site Electrode: DUAL SHIELD 7100 ULTRA/AWS A5.20 / E71T-1C-DH8/T-lM-D / 0.45" DIA. Joint/Fit-up: Single-V-Groove Weld, Butt-Joint (B-U2-GF) Type of Weld: 1/4" Fillets & V-Groove w/Backgouging (Full Penetration) Welds were visually acceptable per AWS D1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 2 06.24 1.19 74 Visit our website: www.mtc-inc.net lvxatu11Q1J 1 v3tlll;; USG %-'minuitlllgg llll:. Geotechnical Engineering&Consulting•Special Inspection•Nlaterials"Testing•Environmental Consulting h"i+nr i�cw�� Met with Steve Kegg w/Manke Lumber to go over materials and to check the overall quality work that has been performed thus far. Contractor is to provide Welding Procedure Specifications (WPSs) for the welds that are being performed in the field. Contractor has had all CJP changed to PJP welds. Work in progress.Additional inspection needed. Images: r: - �,k Ate` UPLOADED: 09/05/2019 15:13:44 Doubler plate UPLOADED: 09/05/2019 1: :14:10 piling hoops in lieu of full pen need PJP on bottom rail REPORTED BY: Bryan Talley REVIEWED BY: Michael Houser,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net 1r1Q1.G11Q13 1 u3ti lg LX. 1.V11JU1h111gq 111L. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Manke Lumber - 19S160 - Field Report: Structural Steel, Job site: Report #F216926 CLIENT Manke Lumber DATE 10/10/2019 PROJECT LOCATION 321 E Mill Street Shelton WA PERMIT #COM2019-00036 Inspection Information: Inspection Date: Time Onsite: 6:00 Weather Cloudy, 40s F. 10/10/2019 AM Conditions: Inspection Performed: Structural Steel,Job site Comments: Code Reference: 2015 IBC and Washington State Amendments I AISC Manual 14th Edition / Risk Category: II / Seismic Design Category: D Sheet(s): 00S02 Detail(s): GN/00G01/ D/00S01 Location(s): TYPICAL CATWALK STRINGERS & FIXED PLATFORM Level(s)/Elevation(s): N/A Visually inspected the welding of some catwalk piling hoops detailed as double groove CJP welds. MTC Rep.spoke with the project engineer and it was noted that the bottom welds only need gouged from one side and PJP is acceptable. the other fillet welds on the top rail is acceptable. Welding was completed by WABO certified welder(s): DANIEL K. STANLEY JR. /W22071 / EXP.JAN 1, 2020. Welding Process: FCAW Welding Procedure Specification (WPS): on site Electrode: DUAL SHIELD 7100 ULTRA/AWS A5.20 / E71T-1C-DH8/T-1M-D / 0.45" DIA. Joint/Fit-up: Single-V-Groove Weld, Butt-Joint (B-U2-GF) Type of Weld: 1/4" Fillets &V-Groove w/Backgouging (Full Penetration) Welds were visually acceptable per AWS D1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mte-inc.net 1VXa LV1 1Q13 1 Ga l.11l�; uL l..V11J U1t1ll;;J llll:. Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting Met with Steve Kegg w/Manke Lumber to go over materials and to check the overall quality work that has been performed thus far. Contractor is to provide Welding Procedure Specifications (WPSs) for the welds that are being performed in the field. Contractor has had all CJP changed to PJP welds. Work in progress.Additional inspection needed. Images: UPLOADED: 10/10/2019 16:19:17 REPORTED BY: Bryan Talley REVIEWED BY: Michael Houser,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-ine.net lr1Qt,Gl1413 111c3ti lg kX <.U113U1L111;;q llll;. Geotechnical Engineering&Consulting•Special Inspection•Materials"resting•Environmental Consulting �+.iac..+1d� Manke Lumber - 19S160 - Field Report: Structural Steel, job site: Report #F218750 CLIENT Manke Lumber DATE 11/04/2019 PROJECT LOCATION 321 E Mill Street Shelton WA PERMIT #COM2019-00036 Inspection Information: Inspection Date: Time Onsite: 1:00 Weather Cloudy,40s F. 11/04/2019 pm Conditions: Inspection Performed: Structural Steel,Job site Comments: Code Reference: 2015 IBC and Washington State Amendments /AISC Manual 14th Edition / Risk Category: II / Seismic Design Category: D Sheet(s): 00S02 Detail(s): GN/00G01/ D/00SO1 Location(s): TYPICAL CATWALK STRINGERS & FIXED PLATFORM Level s)/Elevation(s): N/A Visually inspected the welding of some catwalk piling hoops detailed as double groove CJP welds. MTC Rep.spoke with the project engineer and it was noted that the bottom welds only need gouged from one side and PJP is acceptable. the other fillet welds on the top rail are acceptable. Welding was completed by WABO certified welder(s): DANIEL K. STANLEY JR. /W22071 / EXP.JAN 1, 2020. Welding Process: FCAW Welding Procedure Specification (WPS): on site Electrode: DUAL SHIELD 7100 ULTRA/AWS A5.20 / E71T-lC-DH8/T-lM-D / 0.45" DIA. Joint/Fit-up: Single-V-Groove Weld, Butt-Joint (B-U2-GF) Type of Weld: (Partial Penetration) Welds were visually acceptable per AWS D1.1. Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-inc.net IVAULG11Ci13 1 V3L111g uG 1_,V11JU1L111g9 lllL* Geotechnical Engineering&Consulting•Special Inspection•Materials Testing•Environmental Consulting �"'i+a.asac++'^� Met with Steve Kegg w/Manke Lumber to go over materials and to check the overall quality work that has been performed thus far. Contractor has had all CJP changed to PJP welds. To the best of MTC inspector's knowledge, the above-described work was performed in general accordance with project specifications and approved plans. Images: I'v .CT ttti Aix UPLOADED: 11/04/2019 14:17:49 UPLOADED': 11/04/2019 14:18:14 I. :l UPLOADED: 11/04/2019 14:18:39 REPORTED BY: Bryan Talley REVIEWED BY: Michael Houser,Project Manager Corporate • 777 Chrysler Drive • Burlington, WA 98233 • Phone 360.755.1990 • Fax 360.755.1980 Regional Offices: Olympia Bellingham Silverdale Tukwila 360.534.9777 360.647.6111 360.698.6787 206.241.1974 Visit our website: www.mtc-ine.net File Number: GEOENGINEERS Field Report 0936-022-00 Project Date: 1101 Fawcett Avenue,Suite 200 Manke Tug Dock Replacement 2020/07/20(Mon) Tacoma,Washington 98402 Owner: Time of Arrival: Report Number: 253.383.4940 Manke Lumber Company 1200 01 Prepared by: Location: Time of Departure: Page: Stuart S.Thielmann Shelton,WA 1600 1 of 4 Purpose of visit: Weather: Travel Time: C.O. Pile Installation Clear; 70s to 80s°F —2.25 hr. Upon arrival to the site I assessed personal safety hazards: ® Yes or ❑Referred to Site Safety Plan and Safety Tailgate if applicable Safety Hazards Were Addressed by:® Staying Alert to Construction and Equipment Hazards ®Other(describe):PPE We are on site today at the Manke Tug Dock Replacement project located within Oakland Bay just northeast of Shelton, Washington.While on site we met with Dan Fairchild of Manke Lumber and representatives of Quigg Brothers(contractor). The purpose of today's visit was to observe vibratory pile installation.A summary of our observations while on site today is provided below. Pile Installation While on site today we observed Quigg Brothers crews install two piles(pile numbers 4 and 5).See the attached Site Plan for approximate locations of piles installed. Piles consisted of 24- by 0.5-inch open-ended steel pipe 63 and 68 feet in length, respectively. Piles were driven using an APE 200T vibratory hammer to depths of approximately 35 and 40 feet below mudline. Full details of the pile installation are included in the attached Pile Driving Records. A summary of pile installation is provided in the table below. Approximate Drive Time Approx.Tip Depth at End of Drive Pile Number Start Install End Install feet below mudline 4 1215 1249 35 5 1321 1425 40 Project plans specify pile tip elevations shall be 40 feet below mudline. Based on our observations, Pile 4 has not been installed to the design tip depth. We informed crews on site and Jennifer Carlson (HDR, structural engineer) of our observations prior to leaving the site.We understand HDR will evaluate the embedment depth of Pile 4 to determine if the achieved embedment is acceptable. Upcoming Earthwork Activities Plans are to resume pile installation tomorrow morning. We indicated we will be on site for continued construction observations. ❑ THIS FIELD REPORT IS PRELIMINARY FIELD REPRESENTATIVE DATE A preliminary report is provided solely as evidence that field observation was performed. Observations Stuart S.Thielmann,PE 07/20/2020 and/or conclusions and/or recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report THIS FIELD REPORT IS FINAL REVIEWED BY DATE A final report is an instrument of professional service.Any conclusions drawn from this report should be Brett E.Larabee,PE 07/28/2020 discussed with and evaluated by the professional involved. This report presents opinions formed as a result of our observation of activities relating to ourservices only.We rely on the contractor to comply with the plans and specification throughout the duration of the project Irrespective of the Dresence of our representative.Ourwork does not include supervision or direction of the work of others.Our firm will not be responsible forjob or site safety of others on this project DISCLAIMER:Any electronic form,facelmlle or hard copy of the original document(email,test,table,and/or figure),if provided,and any attachments are only a copy of the original document The original document is stored by Geolinill Inc,and will serve as the official documerd of record. Attachment:Site Plan (1); Pile Driving Records(2) Distribution: Dan Fairchild and Joel Manke (Manke Lumber Co);Jennifer Carlson and Andrew Fortner(HDR Inc.); Kyle Raine and Matt Zepeda (Quigg Bros) File No.0936-022-00 07/20/2020 FIR 01 Page 2 Site Plan A* SEE OOSOOI FOR PILE TO h TIMBER / MODIFY EXISTING /,7 FLOAT CONNECTION EXISTING TIMBER REQUIR DATO MATCH / i y DETAIL,TYP 10 PLACES j ACCESS WALKWAY ,- NEW STEEL CATWALK / / J `v.: A FIRST SHORE SIDE PILE CT FRAMINGALK ION 11(X) OS 3 r SECTION /• // I /m� /^' 89M N.: 358.81 2 (1 PLACE ONLY) FLUPSY ' E:898588.00 / MAX AREA TYPICAL CATWALK 5.5W SO,FT. SECTION it00502 SEE NOTE 1 (4 PLACES) STEEL CATWALK WALKING SURFACE �- 4 24*0 X 0.50 STEEL `1 / PIPE PILE, P (25 PLACES) ;/ � /0 s-f / 5CATW SEc IALK O 21CM FRAWNG/; (i PLACE wy)/ / ,•''h��/' / i f TWO 15'X 00, I STEEL FLOATSKEY y" i/ /' '•�' 6 N:898240i88 /f (BY OWNER) Ce i / .; / J BATTERED PILES ,✓�E;9B9881.89 PREFABRICATED NOTq 3 MOVEABLE ACCESS GANGWAY BY OTHERS 1 LI b `• �� ,�' �� © OWNER TO n 4 PROVIDE ACCESS H BETWEEN STEEL N '6 FLOATS AS REO'D. I). FIXED PLATFORM WALKING c B n SURFACE-EL.24 FT.. FOR FRAMING PLAN SEE 00S004 Note: Site Plan not to scale nor an exact representation of site. _. (BY OWNER) FLOAT _ (BY OWNER) FLUPSY Pile installation observed today. MAX,AREA w SEE 00S001 FOR PILE TO 870$0.FT. FLOAT CONNECTION SEE NOTE 1 DETAIL,TYP 5 PLACES Pile Driving Record Page of- Job No. 0 9 - 02 Z 'O Pile No. Project MAr-)tC -r4Cn P17eLocation wA4kwAy Representative '5,5-r Pile Type OPEN-cfao 6TCet- p,Pc Tip Diameter(in.) Z`j Butt Diameter(in.) -- Length(ft) 400 (-35 }wan Thickness(in.) O.S Grade — Batter(H:V) - ti Hammer Make and Model APE z D o {v,z) Type V 1 B Max.Rated Energy(fft lbs) Ram Wt(lbs) Rated Stroke(ft) "— Cushion Type Thickness(in.)lDepdt(ft) Design Load Calculated Capacity Factor of Safety -- Penetration into Ground(ft) 35 Tip Depth,Vertical(ft) 3 5- Ground Elevation(R) S .Tip Elevation(ft) 30 Water Elevation(ftyrime Initial Drive—Start 121 S Finish 1 zyq Driving Time(min,) Z 5: D 4f Redrive—Start — Finish — Redrive Time — Date of Redrive — Set-up Ti�tr a Total No.of Blows Remarks' M-pt jt.)f 9XP0563 D-R lNg, ItOt,AL I, - E-D DZwt 7•,A 35 FT- 9"Lt Blows/ Blows! BIows/ Blows/ Blows/ Blows/ Feet Par Foot Feet Fa Foot Feet Enaff Foot Feet RueW Foot Feet Eaersy Foot Feet Energy Foot ­ 0-1 r5 o c-n 21 5"';$ 41 61 81 I01 2 22 (p:110 42 62 82 102 3 23 -7:y 7 , 43 63 1 83 103 4 �. 24 44 64 84 104 5 25 45 65 85 105 6 26 QL"r 46 66 86 106 7 27 47 67 87 IN 8 Op:H�i 28 48 68 88 109 9 29 161:OD 49 69 89 109 10 OD:5l 30 1 y;2 so 70_ 90 110 11 31 I1o'•d5' 51 71 91 111 12 1:0% 32 1Ito:S$ 52 72 92 112 13 33 17; 1 ;ACv- 53 73 93 113 14 1:Z5 34 19:S� Fo�; 54 74 94 114 15 35 L2 t 55 75 95 115 C: 0 16 1;y 0 36 cr",p m\VE 56 76 96 116 17 1;SS 37 57 77 97 1-17 18 _ :1 Z 1�R 38 58 78 98 118 19 4:140 39 59 79 99 119 20 S:Z.S 40 60 80 too 120 Dedrive �' ('Depth=_, 1" 2" 3" 4" 5" B' 7" 8" 9" 10" 11" 12" 'E—Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#-=Setting GWENGINEER� - -r�rn.rntic.,.«...ro:,_n.:..:....n_...,..�.t..,. Cx,4,8rJenmtTedutda➢Y Pile Driving Record Page of. Job No. 09'sto-022 - '90 Pile No. -5- Project MA^JILF TUC-, •Pile Location t-•1 A",-jq- Representative S67' Date P&Type cDP c j-c-J D S7 L, PI.P c' Tip Diameter(in.) Z Butt Diameter(in.) — Length(ft) (o$ ?Wall Thickness(in.) 0.•,- Grads Batter qLv)� Hammer Make and Model 4 P i;F L�o D"(- Type V 13 Max.Rated Energy(ft rbs) — Ram Wt(lbs) — Rated Stoke(ft) — Cushion Type^� Thickness(in.)/D%A(ft) Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) '-t O Tip Depth,Vertical(ft) `1 O Ground Elevation(ft) r 1 Tip Elevation(R) -39 Water Elevation(ft)/-Time Initial Drive-Start 1--L l Finish 13`I-i Driving Time(min,) I z:t a '0 -3`t.S Redtive-Start I H ]q Finish 1 y 2 S Redrive Time(min.) 11:0d T-a `-t 0' Date of Redrive — Set-up Time — Total No.of Blows — Remarks 1'I u(y !a C EK�JS D t i tt rJC 1.JS tp t 1"tTIAL 132.1v6 TO -311.5 Fr allL 121,0P -10 (IFIr HAr,rEZ GcC34- Omive Blows/ Blows/ Blows/ Blows/ Blows/ Blows/ Feet En Foot Feet Enau Foot Feet Eamy Foot Feet Foot Fcet fin Foot Fed Energy Foot 0-1 21 '3:5(O 4I 61 81 101 2 EWh 22 y:ZS 42 62 82 102 3 23 43 '63 83 103 4 p:r>:I I t: 24 �:t S DW-N"E 44 64 84 104 5 mt 25 &-c70 45 65 85 105 6 G 26 46 66 86 106 7 p i ;H S 27 -7.30 47 67 87 107 8 0)tSZ 28 y: r y 48 68 88 109 9 7- 29 :t3�5 49 69 89 109 10 Z; 1 i 30 9, so 50 70_ 90 110 11 31 'D-00 51 71 91 111 12 32 1 D:2y 52 72 92 112 13 Z.:z 1 33 SS 53 173 93 113 14 Z'•3"7 34 1 I:z S 54 74 94 114 15 z Sla tom, Q? 55 75 95 115 16 36 56 76 96 116 17 S I c7 37 I:pp 57 77 1 97 117 18 3:Z,•Z 38 Z, 175 58 78 98 118 19 •3:s 0 39 3:t S 59 79 99 1 1- 20 3:11 40 `1:O C7 60 80 100 120 Dedrive � (Depth_ _ I" 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEER5�. EAM 3dL xn+TBC1mdm File Number: GEOENGINEERS Field Report 0936-022-00 -o Project: Date: 1101 Fawcett Avenue,Suite 200 Manke Tug Dock Replacement 2020/07/21(Tue) Tacoma,Washington 98402 Owner: Time of Arrival: Report Number: 253.383.4940 Manke Lumber Company 0515 01 Prepared by: Location: Time of Departure: Page: Stuart S.Thielmann Shelton, WA 1045 1 of 4 Purpose of visit: Weather: Travel Time: C.O. Pile Installation Cloudy; 50s to 60s OF —2.25 hr. Upon arrival to the site I assessed personal safety hazards: ® Yes or ❑Referred to Site Safety Plan and Safety Tailgate if applicable Safety Hazards Were Addressed by:® Staying Alert to Construction and Equipment Hazards ®Other(describe):PPE We are on site today at the Manke Tug Dock Replacement project located within Oakland Bayjust northeast of Shelton, Washington.While on site we met with Dan Fairchild of Manke Lumber and representatives of Quigg Brothers(contractor). The purpose of today's visit was to observe vibratory pile installation.A summary of our observations while on site today is provided below. Pile Installation While on site today we observed Quigg Brothers crews install two piles(pile numbers 1 and 2).See the attached Site Plan for approximate locations of piles installed. Piles consisted of 24- by 0.5-inch open-ended steel pipe 60 feet in length. Piles were driven using an APE 200T vibratory hammer to depths of approximately 28.5 and 30.5 feet below mudline. Full details of the pile installation are included in the attached Pile Driving Records. A summary of pile installation is provided in the table below. Approximate Drive Time Approx.Tip Depth at End of Drive Pile Number Start Install End Install feet below mudline 1 0809 0836 28.5 2 0619 0703 30.5 Project plans specify pile tip elevations shall be 40 feet below mudline. Based on our observations, Piles 1 and 2 have not been installed to the required tip depth. We informed crews on site and Jennifer Carlson (HDR,structural engineer) of our observations prior to leaving the site. We understand HDR will evaluate the embedment depth of the piles to determine if the achieved embedment is acceptable. Upcoming Earthwork Activities Plans are to resume pile installation throughout the week.We indicated we will remain available via phone and e-mail to review installation logs and provide additional recommendations,as needed. ❑ THIS FIELD REPORT IS PRELIMINARY FIELD REPRESENTATIVE DATE A preliminary report is provided solely as evidence that field observation was performed. Observations Stuart S.Thielmann,PE 07/21/2020 and/or conclusions and/or recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. ® THIS FIELD REPORT IS FINAL REVIEWED BY DATE A final report is an instrument of professional service.Any conclusions drawn from this report should be Brett E.Larabee,PE 07/28/2020 discussed with and evaluated by the professional involved. This report presents opinions formed as a result of our observation of activities relating to our services only.We rely on the contractor to comply with the plans and specification throughout the duration of the project Irrespective of the presence of our representative.Our work does not include supervision or direction of the work of others.Our firm will not be responsible forjob or site safety of others on this project DISCLAIMER:Any electronic form,facsimile or hard copy of the original document(email,text table,and/or figure),if provided,and arty attachments are only a copy of the original document The original document Is stored by GeoEnAneers,Inc and will serve as the official document of record. Attachment:Site Plan (1); Pile Driving Records(2) Distribution: Dan Fairchild and Joel Manke(Manke Lumber Co);Jennifer Carlson and Andrew Fortner(HDR Inc.); Kyle Raine and Matt Zepeda (Quigg Bros) File No.0936-022-00 07/21/2020 FR 02 Page 2 Site Plan MODIFY EXISTING / / 16 F f? I�f SEE 00S001 FOR PILE TO / TIMBER WALKWAY AS / �{ FLOAT CONNECTION EXISTING TMISER REQUIRED TO MATCH :' l \ -DETAIL TYP 10 PLACES ACCESS WALKWAY 1 NEW STEEL CATWALK / i, / CATWALK FRAMING 0(( � FIRST SNORE SIDE PILE I j SECTION 1=503 N.89835881 2 (1PLACE ONLY) FLUPSY' r E:999586.00 / MAX AREA / TYPICAL CATWALK 5.500 SO.FT, SECTION SA1U302 SEE NOTE (4 PLACES) / p STEEL CATWALK t r WALKING SURFACE 1..24 FT, 4 24•�e x 9.50 STEEL / / PILE.PIPE P (25 PLACES) / m� 5 CATWALK /j G rS+ / (I PLACE ONLY) TWO IT x 00, / y STEEL FLOATS J� KEY PILE (BY OWNER) 01 6 N;898248.88 O. Jd E:99mi 89 BATTERED PILES \ PRE-PABRICATFO g /•• NOTE 3 MOVEABLE ACCESS GANGWAY BY OTHERS/ OWNER TO V r PROVIDE ACCESS { H BETWEEN STEEL ,.. \ FLOATS AS REO D] f} \ w K r r FIXED PLATFORM WALKING \ m n SURFACE-EL.24 FT, Note: Site Plan not to scale nor an exact representation of site. \ FOR FRAMINGP LAN SEE 00S004 \ O = Pile installation observed today. g \' �ITX00'STEEL FLOAT '\ (BY OWNER) FLUPSY = Pile installation observed previously. MAX.AREA : SEE 00S001 FOR PILE TO $70 SQ.FT, FLOAT CONNECTION SEE NOTE \. DETAIL.TYP 5 PLACES Pile Driving Record Page of_ Job No. Pule No. 1 Project P-1+4.Jrc c Tom+C, Pile Location uA�,K��sA- Representative SS i Date 7/21/z� Pile Type_ c-a P ErJ-,,,j r-) s; P�p c Tip Diameter(in.) Z`-I Butt Diameter(im) — Length(ft) (,Q }Wall Thickness(in.) Grade — Batter(H V) IL- Hammer Make and Model r4 P z Type V 1(lj Max.Rated Energy(ft lbs) --- Ram Wt.(lbs) Rated Stroke(ft) —^ Cushion Type Thickness(in.)/Depth(ft) jDH)-; ' / 1 / Design Load Calculated Capacity -`" "` Factor of Safety `~---- Penetration into Ground(ft) Z`6.5 Tip Depth,Vertical Ground Elevation(R) I Tip Elevation(ft) Water Elevation(ft)/Time --f--- .DT Initial Drive-Start O(.0 c.)0 Finish 0(.,01 Driving Time(min,) "3 : 19 Redrive-Start d C6O 9 Finish ci 3 Cn Redrive Time(Min.) I c6 Date of Redrive Set-up Time `-- Total No.of Blows -- Remarks_ Itj 71ofi DIZwE PT 9)-lL p2.ivc ID — 2`6.S F'r g t� Blows/ Blows/ Blows! Blows/ Blows! Blows/ Feet Foot Feet Foot Feet Energy Foot Feet Energy Foot Feet Fnergy Foot Fed Fzwa Foot o-I 0:v,? 21 }Z ,$—p 41 61 81 101 2 c�:7-6- 22 Z•.Z 4 42 62 82 102 3 t :p 23 so 43 63 83 103 4 1:13 24 !�l.t 44 64 84 104 5 1;Z 25 45 65 85 105 6 1:41 pNt�,L 26 1 r,":'So 46 66 86 106 7 ,Z 27 47 67 87 107 9 28 48 68 88 108 9 .6- 17. 1L,,) 49 69 89 109 10 3:zS Z' .5 116,.od 50 70 90 110 11 3;,-t 7:i0 to r, pp,yt sl 71 91 111 12 7;Z 52 72 92 112 13 ?;g y ' 53 73 93 113 14 q,,40 -Jg.5,1 W 1 54 74 94 114 15 1L);1.5 35• 55 75 95 115 16 J S 36 56 76 96 116 17 il: 37 57 77 97 117 Is I1;SH 38 58 78 98 118 19 ,)z;05 39 59 79 99 119 20 r2 S� 40 60 80 too 120 Dedrive (Depth 1" 2" 3" 4" 5" 6" T' 8" 9" 10" 11" 12" 'E=Energy(kip-R),Blow/min.,H-Stroke(ft),( )=Estimated,#=Setting GWENGINEER�. Eez1hSdmm+Tedndm Pile Deriving Record Page of_ Job No. c qyx - 0 It---00 Pile No. Z Project N14,.Jx.e' 7WG Pile Location �A ,Icw� Representative Sa,T Date -7/21/-Z Pile Type c ry n_, Eni D tr`t, . p,P c Tip Diameter(in.) Z`� Buft Diameter(in.) Length(ft) Step r Wall Thickness(in.) D•S Grade -- Batter(H:V)_jjg� " L Hammer Make and Model R P 2 cpJ j- Type V I3 Max.Rated Energy(ft Ibs) Ram Wt(ebs) Rated Stroke(ft) - Cushion Type �Z Thickness(hL)(Depth(ft) Design Load Calanlated Capacity Factor of Safety -- Penehation into Ground(ft) 10.5 Tip Depth,Vertical(ft) -'SD.5 Ground Elevation(ft) 11 Tip Elevation(ft) -Zq.5" Water Elevation(ft)/Time 13.1 /chi H,L! aZ/ d70H /iZ. Initial Drive—Start OG I R Finish 0'7 J'3 Driving TSme(n in,) 'S D:SO Redrive-Start — Finish Redrive Time(urin.) - Date of Redrive Set-up T4nae Total No.of Blows Remarks' fliZiv6 OC?Ti+ TQtcfr_J F-rtar- wA1&zL. l&jc ZttrL4-rIVCLn 1),7-vi OrPTIA (D+ it-i i✓c F iLtf DT&WE TO TfHc Blows/ TIME Blows/ Blaws/ Blows/ Blows/ Blows/ Feet Foot Feet Foot Feet EneW Foot Feet BneW Foot Feet EnM Foot Feet EnaW Foot 0.1 21 41 61 81 101 2 22 1ta:11D i?:MA 42 62 82 102 3 23 1':5� 43 63 183 103 4 74 1 ;C' 44 64 84 104 5 of 25 Iq:OJ 45 65 85 105 6 ;}is yy 26 Iq; 46 66 86 106 7 otsl 27 to,.10 1 47 67 87 107 8 1:HD �(. 28 7I:K6j 48 68 88 108 9 .0'1 Z9 ZZ:t.j 49 69 89 109 10 ;7 v ;ti 5 30 Z :3 c6 50 70_ 90 110 11 '7;,50 Lv. 31 y; 51 71 91 111 12 ;Zc ) 32 Z41: Co �,1 52 72 92 112 13 }1;iC7 33 L r�1 53 73 93 113 14 2; 34 ;Swi �' 54 74 94 114 15 } ;2 3 ,2j 3D,�cD 55 75 95 115 16 Z:Ht Np vc� 56 76 96 116 17 57 77 97 117 18 13.vv Iy; 58 78 98 118 19 59 79 99 119 20 60 80 100 120 DedriVe (Depth 1" 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12" *E-Energy(kip-ft),Blow/min,H=Stroke(ft),( )=Estimated.#=Setting GWENGINEER�. TA rV- r%_;.4...ID-1 A— FxM&*r=+Ted=1w r File Number: GWENGINEERS� Field Report 0936-022-00 Project: Date: 1101 Fawcett Avenue,Suite 200 Manke Tug Dock Replacement 2020/08/03(Mon) Tacoma,Washington 98402 Owner: Time of Arrival: Report Number: 253.383.4940 Manke Lumber Company 0745 03 Prepared by: Location: Time of Departure: Page: B. Larabee Shelton,WA 1445 1 of 4 Purpose of visit: Weather: FTrayel Time: C.O. Pile Installation Mostly Sunny; 70s OF .25 tar. Upon arrival to the site I assessed personal safety hazards: IN Yes or ❑Referred to Site Safety Plan and Safety Tailgate if applicable Safety Hazards Were Addressed by:® Staying Alert to Construction and Equipment Hazards ®Other(describe):PPE We are on site today at the Manke Tug Dock Replacement project located within Oakland Bay just northeast of Shelton, Washington.While on site we met with Dan Fairchild of Manke Lumber and representatives of Quigg Brothers(contractor). The purpose of today's visit was to observe vibratory pile installation.A summary of our observations while on site today is provided below. Pile Installation While on site today we observed Quigg Brothers crews install two piles(pile numbers 12 and 14).See the attached Site Plan for approximate locations of piles installed.Piles consisted of 24-by 0.5-inch open-ended steel pipe between 88 and 86 feet in length. Full details of the pile installation are included in the attached Pile Driving Records.A summary of pile installation is provided in the table below. Approximate Drive Time Approx.Tip Depth at End of Drive Pile Number Start Install End Install feet below mudline 12 11:20 11:30 47 14 10:15 10:30 46.5 We plan to provide our interpretation of the soil profile encountered during pile installation to HDR for review. This information will be provided in a separate email.We understand HDR will evaluate the embedment depth of the piles to determine if the achieved embedment is acceptable. ❑ THIS FIELD REPORT IS PRELIMINARY FIELD REPRESENTATNE DATE A preliminary report is provided solely as evidence that field observation was performed. Observations Brett E.Larabee,PE 08/03/2020 and/or conclusions and/or recommendations conveyed in the final report may vary from and shall take precedence over those indicated in a preliminary report. THIS FIELD REPORT IS FINAL REVIEWED BY DATE A final report is an instrument of professional service.Any conclusions drawn from this report should be Brett E.Larabee,PE 08/05/2020 discussed with and evaluated by the professional involved. This report presents opinions formed as a result of our observation of activities relating to our services only.We rely on the contractor to comply with the plans and specification throughout the duration of the project irrespective of the presence of our representative.Durwork does not include supervision or direction of the work of others.Our firm will not be rsponsibleforjob or site safety of others on this project DISCLAIMER:Any electronic form,facsimile or hard copy tithe original document(email,test,table,and/orfigure),If provided,and any attachments are only a copy of the original document The original document is stored by GeoEngineers,Inc.and will serve as the official document of record. Attachment:Site Plan (1); Pile Driving Records(2) Distribution: Dan Fairchild,Joel Manke and Steve Kegg(Manke Lumber Co);Jennifer Carlson and Andrew Fortner(HDR Inc.); Kyle Raine and Matt Zepeda (Quigg Bros) File No. 0936-022-00 08/3/2020 FIR 03 Page 2 Site Plan SEE 00$001 FOR PILE TO .-MODIFY EXITING / TIMBER WALKWAY AS / / i ,`� FLOAT CONNECTION EXISTING TIMBER REQUIRED TO MATCH .DETAIL,TYP 10 PLACES ACCESS WALKWAY NEW STEEL CATWALK \ CATWALK FRAMING /,!> FIRST SHORE SIDE PILE(i i SECTION IMS09 /• / �� / l N:698358.61 i (I PLACE ONLY) FLUPSY j / 1•. E:889586.00 / MAX AREA - TYPICAL CATWALK 5.500 SO.FT, SECTION IMOS02 SEE NOTE 1- (4 PLACES) 'Y / li STEEL CATWALK / WALKING SURFACE I` / • EL-24 FT 24'0 X 0.50 STEEL / PIPE PILE.TYP. / (25 PLACES) J / /0 / J�C� /• SECTION 2,100,P3FRAMING/ / / / S (i PLACE ONLY)/ TWO 151X00, rn / STEEL FLOATS o� PI4.E /d.. 0 / k KEY Cai N:696248.88' /// (B�OWNER) 01 , BATTERED PILE$ f E; i\ O✓ PREFABRICATED NOTE 3 MOVEABLE ACCESS / GANGWAY BY OTHERS \ 4q / 12 OWNER TO • � ' OVIDE ACCESS BRETWEENN STEEL \ 1 ' FLOATS AS REO'D. LATFORM WALKING \. m0C1 1 14. E-EL.24 FT" Note: Site Plan not to scale nor an exact representation of site. h IN, 1 MING PLAN SEE OOSoa 'N. 0 = Pile installation observed today. o \. 1YX80•ER)LFLOAT \ .'�(BY OWNER) FLUPSY \ \ MAX,AREA b SEE OOS00t FOR PILE TO $70 50.FT. FLOAT CONNECTION SEE NOTE I \ DETAIL.TYP 5 PLACES 3 �. Piie D31Y1] z Record Page I of_ I Job No. -OLZ-W Pile No, 1 Z- Project eA"VvL ice. t���� c Yv. vct Pile Location Representative 22 ��a; Date C�, -zo Pile Type Dr� 1 ( - �i t:- Tip Diameter(in.) 6r Butt Diameter(in.) a 4 Length(ft) --'s(0' _ Y Wall Thickness(in) 0,5 Grade - Batter(H:V) Hammer Make and Model ��� ZLY'�1 ��}�be� Type Max.Rated Energy(fc lbs) — Ram Wt(3bs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) Design Load Calculated Capacity Factor of Safety t Penetration into Ground(ft) '` 7 Tip Depth,Vertical(ft) 17 t Cv-,-` Ground Elevation(ft) _Tip Elevation(ft) Water Blemtiea(ft)/Time Initial Drive-Start Finish_ i 1 f,3n Driving Tiscr (min..) i D v,._.�vt Redrive-Start - Finish. - Redrive Time(min) -- Date of Redrive Set-up Time Total No.of Blows — Re.ks-n V 4_1 ."ie.- ',A ?c r t J Na 4) Blows/ Blows/ Feet ' irk: Fed T�' r Fed ��r• Fed T{"` V4 , Fed FooC FedFoot Energy 0-I 21 - 41 1 r,3 i7 61 4,SL 'r 81 101 2 22 42 4, all 62 5,u 82 102 3 23 43 b�v If1`r 45 83 103 4 24 44 1{" 64 84 104 5 25 45 Z.Z�: l�`r 65 85 105 6 26 46 Z,Zt U r 66 86 106 7 27 47 7_:3 7 " 67 87 107 8 28 48 Z a,3 f, r 68 88 108 9 29 49 1,-&2_ ' 7 69 89 109 10 30 ` 50 Z: " 70_ 90 110 11 31 );p} 3 51 3'.67 �" 71 91 12 32 1.07 4 52 4- 72 92 112 13 33 53 73 93 113 14 34 % 54 13°1 74 / 94 114 15 35- ;Z� :' 55 3:S 7 " 75 95 115 16 36 ? j�� 56 4 17j +o" 76 96 116 17 37 © 57 4, as it 77 97 1I7 18 38 58 78 98 118 19 39 : 1 Z, t(.S 59 4-U n 79 99 119 20 40 ZJ (3r b0 :4 5 S 80 100 120 - Dedrive (Depth _� 1" 2" 3" 4" 5" 6" 7" 8" 9" 1{T" 11" 12'" *E=Energy(kaip-tt),BIow/min.,H=Stroke(ft),( )=Estimated,# Setting GMENGINEERS _ ,e�Y1Ylllg�'ZvCQ7Ct� Page I of 1 :_•. • Job No. 015 L-6ZL-00 Pile No. Project }O� l�k 1Vcc.�A& Pile Location Representative lam; L_ -;a, ee_ Date Pile Type C)?ems �n� �� ��1'�= � Tip Diameter(in.) z,4 Butt Diameter(in.) Length(ft) ^-881 1 Wall Thickness(in.) 6),5- Ch-dde Batter Hammer Make and Model A?' Type Max.Rated Energy(ft lbs) " Ram Wt Obs) Rated Stroke(ft) -- Cushion Type UncImess(in.)Mepth(ft) Design Load Calculated.Capacity Factor of Safety Penetration into Ground(ft) Zt 6.5 Tip Depth,Vertical(ft) 4 6 Ground Elevation(ft) - _Tip Elevation(ft) Water B;9*a4en(ft)1Time Initial Drive-Start '10, 1 S Finish Driving Time(min.) Redrive-Start Finish Redrive Time(mi u- — Date of Redrive Set-asp Time — Total No_of Blows R.emarks'(t Blows/ :7c n ?,e-+n ` e^' $lows/ Blows/ Feet Rz Foot Feet �� r ;..AL Feet �t h'� ' - - Feet ``two T Fed Energy Foot Fete EnmW Foot 0-1 21 41 i:Q4 �5¢ 61 5-3$ _ ?4' 81 101 2 22 42 Z-ou 1&" 62 >S V7'f 82 102 3 23 43 .63 (p`} !y f 83 103 4 24 �� 44 Z� 7-1 ►o" 64 a°34 Zv`r 84 104 5 25 IV V 45 Z'-56 " 65 r�S a's 85 105 6 26 46 Z:¢ t � 66 `I ?Z S7 86 106 7 27 47 �`y p y =-4K 13" 87 107 8 28 48 'j: vd 1Q" 68 88 108 9 29 49 1IV la" 69 89 109 10 30 7,CA 50 91.Z1 it" 70_ 90 110 11 31 Z y 51 14" 71 91 111 12 32 3 52 31 5t 1- ' 72 92 112 13 33 q 7- �'' 53 q-oj 13"- 73 93 113 14 34 Q '7" 54 :i S� lot' 74 94 114 15 35 1'00 (j 155 ;p IS4 75 95 115 16 36 56 =0 b" 76 96 116 17 37 57 ip.50 ID 77 97 117 18 38 58 5:r,z IZ" 78 98 118 19 39 74 59 S,15 13 79 99 119 20 ' 40 I: 36 ` � 6a ;ZS i 0" so t� 1TA Dedrive _ (Depth= :_� 1" 2" 3" _ 4" 5" 6" 7" 8" 9" 10" 11" 12" TE=Energy(kip-f1).BIowhnin.,H=Stroke(ft),( )=Estimated,#t:=Setting GMENGINEER� _ Pffe Dri�g Record Page of- rob No. y'1 eta - rD t z - c7 C Pile No. 1 Project m'4NV� -c{c, Pile Location LJ AUt�J6 -} Representative S y r Date--7 Pile Type y p EN- c,-j,j Tip Diameter(in.) 1,{-( Butt Diameter(in.) Length(ft) &0 r Wall Thickness(in.) 0 Grade Batter(H V) _ L Hammer Make and Model 41"C 200 1 Type U17j Max.Rated Energy(ft lbs) - Ram Wt.(lbs) Rated Stroke(ft) --- Cushion Type SX Thickness(in.)/Depth(fl) Design Load Calculated Capacity - Factor of Safety Penetration into Ground(ft) Y- Tip Depth,Vertical(ft) Ground Elevation(ft) - 1,�- Tip Elevation(ft) -13. a Water Elevation(ft)/Time Initial Drive-Start Finish c7 C0y' Driving Time(min) 'S:19 Redrive—Start 0 c6 y 9 Finish Cl)<,"3(, Redrive Time(min.) 1-,�:c1 c:D Date of Redrive ~-- Set-up Time Total No.of Blows -- Remarks' y5`:,2kC'iJr-1 IF—, CZ'V} RCtl'OVE !Ii-^9CIL hp'q'7") Blows! Blows/ Blows] Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet EnergyFoot Feet Ene Foot Feet EnergyFoot Feet Ever Foot 0-1 21 11 "1 41 61 81 I01 2 0:Z!� 22 13.7.L 42 62 82 102 3 1 :c o 23 1"�,:-L) 43 :63 83 103 4 1.r5 24 1 L t:t 44 64 84 104 5 1 ;Z f 25 45 65 85 105 6 26 5:30 46 66 86 106 7 27 co:03 47 67 87 107 8 28 ;?,a; 49 68 88 109 9 e9 - �,5 �� 49 69 89 109 10 1:2,5 2 ,9 �.� I��,•�p 50 70_- 90 110 11 -j:i o 3� Cry Ll Lt✓ 51 71 91 111 12 :Z> 421 52 72 92 112 13 Tom' 53 73 93 1 113 14 54 74 94 114 15 (:13 35- 55 75 95 115 16 36 56 76 96 116 17 1 ;J 37 57 77 97 1.17 18 11"I'll 38 58 78 98 118 19 39 1 59 79 99 119 20 2:" O 40 60 80 loo 120 Dedrive (Depth=- 1" 2" 3" 4" 5" 6" 7" 8" 91, 101, 11" 12" =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGINEERS�/ -r rn•nt rc...,.....rn:t_n.:..:....n e,....,�.t.,.. Eanh Sdenm s Terfmology Pile.Driving Record Page of- Job No, OI Ica • y ZZ -0 0 Pile No. Z Project 1-14rJI1LF is• Pile Location L JALle A Representative S i Date !/2_i/z o Pile Type Ot'C-a- U Q ;L P l r.E Tip Diameter(in.) Z'I Butt Diameter(in,) - Length(ft) to c }Wall Thickness(in.) 0 Grade Batter(FL•V) _ Hammer Make and Model .4 P+ -4,00 1 Type V i S Max.Rated Energy(ft-lbs) -- Ram Wt.(Ibs) Rated Stroke(ft) Cushion Type m% Thickness(in.)/Depth(ft) I / / / Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) Tip Depth,Vertical(ft) �• Ground Elevation(ft) 11 Tip Elevation(ft) -Zg.15- Water Elevation(ft)/Time c:u l t /1-5.t t 2/ ;,,2,.v Initial Drive-Start OCO I I Finish Driving Time(min,) 3:�:Tp Redlive-Start Finish Redrive Time(gin.) Date of Redrive Set-up Time Total No.of Blows Remarks- pgw6 DePTrs -FA!cca F-fWM Zctr'ioCG QA70 DTZL""JC_ F C i l Ca Fi 1- L r� = ;a Blows/ Blows/ Blows/ Blowsl Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Enem Foot Feet Energy Foot 0-I 21 41 . 61 81 101 2 22 tc;I{o I l:Ko 42 62 82 102 3 23 1'7;5-7 43 .63 83 103 4 J;D`� 24 z 5 44 64 84 104 5 25 Iq; ,0 45 65 85 105 6 o 26 • 86 106 i 7 ;51 27 G,;:i o 47 67 87 107 8 ;qp 28 Z i; I I 48 68 88 109 9 3 `, ^p;uc 29 ZZ:Z I 49 69 89 109 10 :I;TO ; 30 Z 5;14 so 70_- 1 90 1 110 11 31 "Z`1 51 71 91 111 12 q;7 32 Z`I;Z& 52 72 92 112 _ 13 i-•10 33 ),A 4'c"- 53 73 93 113 14 1Z;05 34 54 74 94 114 15 Z:'L t 3$,;,, 2 -„0 55 75 95 115 16 Z _mot 1 N) r 2wc 56 76 96 116 17 2;; n1'G" 57 77 97 1-17 18 3;o 0 00 58 78 98 118 19 i i_IZ 59 79 99 119 20 60 80 100 120 Dedrive (Depth= , 1" 2" 3" 4" 5" 6" 7" S. 91, 101. 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGINEERs /'J/ . EatlhScents+TeemDlogy i.: Pile DriV111g Record Page of- Job No. 09 3 G -oZ 2 a 0 Pile No. Project T tJ c. Pile Location Representative Date 7 ri ?I J Z.o za Pile ape o(DJ - +�5 s;r {?)r�_ Tip Diameter(in.) 2 Butt Diameter(in.) Length(it) (r 2 r Wall Thickness(in.) i I z Grade Batter(H V) C71 Hammer Make and Model Type k/113 Max.Rated Energy(ft lbs) Ram Wt(lbs) Rated Stroke(ft) Cushion Type 05- Thickness(in.)/Depth(ft) Design Load -- Calculated Capacity Factor of Safety Penetration into Ground(ft) Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive-Start /;- 3 �, !�j Finish 1 2;O`7 Driving Time(min,) Redrive-Start Finish Redrive Time(min.} Date of Redrive Set-up Time Total No.of Blows Remarks }{A 2 p d r l ! �1� i , —j5 Pnus�t, G� Z� �b XO J' ���rtF2F,;� Or;� Blows/ Blows/ Blows/ BIows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot 0-1 0'00 21 100 41 61 81 I01 2 (�j 22 1 Z;2� 42 62 82 102 3 Z 23 1 34 43 '63 1 83 103 4 24 I-L ! 44 64 84 104 5 �15-z- 25 13,ZcJ � 45 65 85 105 6 1 t;00 26 14;50 46 66 86 106 7 11 t U 27 15:Z'0 47 67 87 107 8 ;vd 28 48 68 88 109 9 2. I"1 29 j( ;?.o 49 69 89 109 10 7:A•D 30 16;5 5 50 70_- 90 110 II 2;�jg 1` 31 �-7; JD At 51 71 91 111 f 12 %32, 320 �ptut� 52 72 92 112 13 �i �j,(13 33 21; 3a �y 53 73 93 113 14 - 40 34 N I7 {J 54 74 94 114 15 ;3o L: `r 35• 55 75 95 115 16 9; 36 56 76 96 1 1 116 17 lo"I's 37 57 77 97 117 I8 Io,3D 38 58 78 98 118 19 I O; 39 59 79 99 119 20 j�; p T 40 60 80 100 120 Dedride IZ; i (Depth=— 1„ Z„ 3„ 4„ 5„ 6„ 71, 9. 91, 101, 11" 12„ *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGJNEERS� . Earth SrSmra t Twhrdogy Pile driving Record Page of_ rob No. 0 -5Z- - O Z Z -0 O Pile No. t � Project W rJ1Lc i L+c., Pile Location wAc KwA ti Representative `t' Date -7/7 0/Z0 ' Pile Type OQr'.a-coo S GAG p,Pc Tip Diameter(in.) z`i Butt Diameter(in,) Length(it) L-3 }Wall Thickness(in.) o•5- Grade - Batter(H:V) yZ _ L Hammer Make and Model APE zzo (v,;O Type V 13 Max Rated Energy(ft-lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) Design Load '- Calculated Capacity — Factor of Safety -- Penetration into Ground(ft) 35 Tip Depth,Vertical(ft) 3 S Ground Elevation(f4) -5 Tip Elevation(ft) -so Water Elevation(ft)/Time :%S /(DR.-� Initial Drive-Start 12 5 Finish 17 119 Driving Time(min,) Z S-: 0Y, Redrive-Start - Finish - Redribe Time(min.) Date of Redrive - Set-up Time - Total No.of Blows Remarks' tA-u ipc c Y.PJ5 7 n�+R r 1NS �r ��� i�Z1JE � '1-iR 3r,' r•T RML Blows/ BIows/ Blows/ Blows[ BIows[ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Freer Foot 0-1 ER 21 5':5 5 41 61 81 I01 2 22 (p:`I 4 42 62 82 102 3 23 43 '63, 83 103 4 G �`%� 24 44 64 84 104 5 p�;�� O L 25 ;2 r�(Z 45 65 85 105 6 26 IS:v� P�`' � 46 66 86 106 7 00.ZO 27 47 67 87 107 8 28 t3:Z5 48 68 88 109 9 29 DO 49 69 99 109 10 U�.:�I 30 ZCZ 50 70-- 90 110 11 31 51 71 91 111 12 l: 32 ;5"7 52 72 92 112 13 33 1-7;'-1 ptiU�. 53 73 93 113 14 34 la:5 54 74 94 114 15 35- Z 2 i;' p 55 75 95 115 16 1 y p 36 ,r, D2tvE 56 76 96 116 17 I ; $ 37 57 77 97 1-17 18 Z :1Z �141 38 58 78 98 118 19 '4�'10 Zc� ~ 39 59 74 99 119 20 S:"L�j T�� 40 60 80 100 120 Dedride (Depth=_ �, I" T' 3" 4" 5" 6" 7" 8" 91, 101, 11>' 12" *E=Energy(kip-ft),Bl owhnin.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEERS�- r n .In.. EarC,Sdenm+TetlmoTog+! Pile Driving Record Page of_ 7obNa, Pile No. . Project HAPJu.E -rucy Pile Location I,JA(,.iL.I.Jq- Representative SST Date '7lz,0/zo Pill--Tope vP c'J-c'J D S71, P1 O c Tip Diameter(in.) `l Butt Diameter(in.) Length(ft) CD`� t Wall Thickness(in.) 0.S Grade Batter(Mv)� Hammer Make and Model A P C- tD c3 i Type y I? Max.Rated Energy(ft lbs) — Ram Wt.(lbs) — Rated Stroke(ft) — Cushion Type_ SG Thickness(in..)/Depth(ft) Design Load Calculated Capacity Factor of Safety ---- Penetration into Ground(ft) LJ U Tip Depth,Vertical(R) `1 O Ground Elevation(ft) —1 Tip Elevation(ft) -39 Water Elevation(ft)/Time / Initial Drive—Start 1 "Z l Finish 1' `-H Driving Time(min,) )Z:j a 7o Redrive—Start 1-1 19 Finish +`+Z S Redd-ve Time(min.) -i:co ro `+ Date of Redrive — Set-up Time — Total No.of Blows — Remarks' Mua INE EKP05c� pt,I(L,rJC. 101T1ift- 721rc' I-0 3`+•5- Fr SHL hToP TO L['F } n r Ft Cx'OL. 0fL I V E TO —`i(p F T R)-i L Blows/ Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot 0-1 21 3:SC0 41 61 81 I01 2 'P�` 22 42 62 82 102 3 Jli + 23 A'p-1 43 63 83 103 4 G j;+ 3 24 44 64 84 104 5 25 Co:(DD 45 65 85 105 6 26 ;TY-) pv " 46 66 86 106 7 27 7-30 47 67 87 107 8 01;52 28 q:z�l 48 68 88 109 9 7- L) 29 7-51 49 69 89 109 10 Z; }i 30 9;50 50 70_- 90 110 11 31 1J:pJ 51 71 91 111 12 32 52 72 92 112 13 Z,. 33 i 0;5S 53 73 93 113 14 z'•3 S��L� 34 1+: 6' 54 74 94 114 15 Z:a'Co �'� ,� ' I {���tisr 55 75 95 115 16 titer 36 56 76 96 116 17 37 :p p 57 77 97 117 18 3:ZZ 38 Z;i SB 78 98 118 19 :3 c7 39 3 1 j 59 79 99 119 20 3;`+3 40 60 so 100 120 Dedride 1„ 2" 3„ 4" 5„ 6„ 7„ 8" g„ 10., 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting ' GWENGINEERS� _ -r rn.n t ve. -A A- Earth Sdwca+TecfMOTDV Pile Driving Record Page of_ Job No. O 9 3 G- o Z Z-o a Pile No. T Project Tor, dOcK CM/NkL ) Pile Location Representative z�u a /,I rc- Date 7- Z?- 20 Z o Pile Type G a L\14 6/� l?��1 v,� s:JCL Tip Diameter(in.) Z4' Butt Diameter(in..) Z Length(ft) ,Wall Thickness(in.) Grade Batter(H.V) • L Hammer Make and Model AAA- 7-00 Type V/6 Max Rated Energy(ft-lbs) Ram Wt.(lbs) Rated Stroke(R) Cushion TI Tc Thickness(in.)/Depth(8) / 0 I 1 I Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) �S Tip Depth,Vertical(R) Ground Elevation(R) Tip Elevation( t) Water Elevation(ft)/Tune Initial Drive-Start I O 4• A M - Finish I f I G Driving Time(min,) 9: Z Z Redrive-Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks DR ELE. /S . �iycou�iTE P- 1� frn�� Z 4 3- 47 ' �2£-3Z } Blows! Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Ene Foot Feet Energy Foot 0-1 21 41 61 81 I01 2 22 42 62 82 102 3 23 D: 3y 43 63 83 103 4 24 44 64 84 104 5 25 45 65 85 105 6 26 46 6:a 4- 66 86 106 7 27 47 67 87 107 8 28 48 68 88 log 9 29 49 69 89 109 10 30 /= ZS 50 70-- 90 110 11 31 51 71 91 111 12 32 52 72 92 112 13 33 53 B:o 0 73 93 113 14 34 54 74 94 114 15 0.:o 0 35• 55 75 95 115 16 36 56 76 96 116 ¢ 17 37 57 77 97 117 18 38 58 78 98 118 19 39 Z:Z o 59 79 99 119 20 40 60 a:Z 2 go 100 120 Dedrive (Depth= ;)�_ ) 1„ 2" 3„ 4„ 5" 6„ 7„ 8" 91, 101. 11>• 12„ =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GEOENGINEERS�. - ,crn-n.7rc,.......ro:tin- vo......t,a.... EartiSdenm+Te&jubgy Pile Driving Record Page of- Job No. 09 31.- G 2 Z- Q O Pile No. 7 Project M aAi xE- T"U(� Pile Location Representative Date -7- Z 2- Zo Z O . Pile Type - A�l a N 1 Z EI>' S rcC L Tip Diameter(in.) 2 g Butt Diameter(in.) 24 Length(it) Wall Thickness(in.) '1?'! Grade Batter(H:V) L Hammer Make and Model Zo o Type \// S Max.Rated Energy(f t lbs) Ram Wt.(Ibs) Rated Stroke(ft) Cushion Type Thickness(im)/Depth(ft) Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) 3-7. 3 Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Tune Initial Drive—Start / 0 P.frl- Finish t K P to Driving Time(min,) Redrive—Start Finish Redrive Time(min_) Date of Redrive Set-up Time Total No.of Blows Remarks- P2/(/r DPT/�S T,�tc i�l r c'_o M /5' C c D L _3 54 3-7_ 3 � Blows/ Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet EnergyFoot Feet Energy Foot Feet Energy Foot Feet Energy Foot a-I 21 41 3:,r8 61 81 101 2 22 42 7 62 82 102 3 23 43 0 Z 63 83 103 4 24 44 64 84 1 104 5 25 45 4,.30 65 85 105 6 26 0 =Z.1 46 66 86 106 7 27 47 S:o Z 67 87 107 8 28 j 8 48 S=5 68 88 109 9 29 49 69 89 109 10 30 50 l9:30 70_- 90 110 11 31 p 51 30 71 91 1il 12 32 52 g 45 72 92 112 13 33 /:67 53 73 93 113 14 34 / 1 54 74 94 114 15 0.:0 0 35- /: 30 2 55 75 95 115 16 36 56 76 96 116 17 37 57 77 97 1-17 18 38 3=00 58 78 98 118 19 39 3:1 59 79 99 119 20 40 7;Zo 60 80 100 120 Dedri'e (Depth= 37 3) 1„ 2" 3" 4" S" 6" 7" 8' 91, 101, 11" 12" TE=Energy(kip-R),Blow/min.,H=Stroke(R),( )=Estimated,#=Setting GEOENGINEERS� . rN:. --vv....r A, Earth Sdmm+Tedinofogy Pile Driving Record Page of_ Job No. D 3 - D Z z- on Pile No. Project n" - Pile Location Representative yti n/ /--Tc ) Date -7-Z 3-'Z o Z O. Pile Type C� - L - Tip Diameter(in.) Butt Diameter(in.) G Length(it) r Wall Thickness(in.) /% Grade t'-1- Batter(H:V) -; L Hammer Make and Model 'rP� GU Type yl 3 Max.Rated Energy(ft lbs) Ram Wt.(Ibs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) Design Load Calculated Capacity Factor of Safety r Penetration into Ground(ft) _ g Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Tirne / ! ,• ! 1 / / ! Initial Drive-Start 7:S S n Finish �1 2U Ik i-n Driving Tune(min.) )-7 Redrive-Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks' Blows/ Blows/ BIows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Enerpy Foot Feet Ezvrgy I Foot 0-1 21 41 2 -41L 61 ,:12 81 101 2 22 42 -2:5�- 62 8:2� 82 102 3 23 43 3:0 5 63 3 40 83 103 4 24 44 3: tg r 64 9120 84 104 5 25 45 3:Z U 65 /6:30 85 105 6 26 46 3 3 y t 66 /l:20 7. t 86 106 7 27 47 3� 5(- 1 67 05 87 107 8 28 48 13 j 68 /5:a(. 88 108 9 29 49 4-Sb 69 I, IS 89 109 10 30 50 5 3 Z 70 90 110 11 31 0 (50 51 G:00 71 17:03 91 111 12 32 52 _72�r & 92 112 13 33 53 :Z? 73 74 U P,6 t' 93 113 14 34 54 L 'SC 74 94 114 15 35- 0 : 23 55 %•'.10 75 95 115 16 36 0 3> 56 76 96 116 17 137 10140 57 7:28 1 77 97 117 18 38 /: 2 3 58 7:,E 78 98 118 19 39 2: 3 59 79 99 119 20 40 60 7: 86 too 120 Dedrive (Depth=__ � 1" 2" 3" 4" 5" 6" 7" 8" 91, 101. 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,##=Setting GWENGINEERS� - FaNi Sden®+Te&.nofogy Pile Driving Record Page q of_ Job No, D!3(o - O Z Z- a o Pile No. / Project N1 err <e' 7`0 C Pile Location Representative cva N L / 7 rc ) Date -7- zz.- Za Z 0 . Pile Type r1-[ 5 r_�L Tip Diameter(ill.) 2 4- Butt Diameter(in.) Z 4' Length(ft) }Wail Thickness(in.) '/0 " Grade Batter(H:V) Hammer Make and Model A pL-' 200 Type 11 I Max.Rated Energy(ft-lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(im)/Depth(ft) Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) - 2 Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Tune Initial Drive—Start 2 S-7 P rr-, Finish 'L 4�O p✓"' Driving Time(min.) S Redrive—Start Finish Redrive Time(min.) Date ofRedrive Set-up Time Total No.of Blows Remarks' ORik/E DEPTf05 7-Ak.-N -AOM �O A z5t6nA ECG �� L-� 1�2 (� 50- �3 35- 3Sz-Z Blows/ Blows/ Blows/ Blows/ Blows/ Blnws/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Enerm Foot 0-1 21 41 2= ?�O 61 81 101 2 22 42 62 82 102 3 23 43 ?"So 63 83 103 4 24 6:l5 44 3:fi0 % 64 84 104 5 25 45 'J, =00 65 85 105 6 26 46 I:/5 66 86 106 7 27 47 "r 2 8 67 87 IN 8 29 43 68 99 log 9 29 49 5 ro 0 69 89 109 10 30r r (— 50 S:20 70—- 90 110 1I 31 51 ( : 05 71 91 I11 12 32 5 1Y 52 -7:o 72 92 112 13 33 53 73 93 113 14 34 L "54 � 74 1 94 114 15 (�I:p 0 35- 1:6 b 55 75 95 115 16 36 56 76 1 96 116 17 37 2 57 77 97 117 18 38 /:3 Z 58 78 98 118 19 39 ?, 59 79 99 119 20 40 2 1^ 60 g0 100 120 Dedr,e (Depth 1" 2" 3" 4" 5" 6" 7" 8" 91, 101, 111, 12" =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GEOENGINEERS . Earth GdenmtTwJu+alogy Pile Deriving Record Page of_ Job No. 0 9 31,-- O ZZ- 00 Pile No. s Project M A C-- Tu G •Pile Location Representative EV,^N C 14 7-C Date -7- a > z o z.o Pile Type 616,L,I-N 1 z t >� sT C L - Tip Diameter(in.) Z4— Butt Diameter(in.) 7 Length.(ft) ',Wall Thickness(in.) • 5 Grade Batter(H:V) 5; Hammer Make and Model 2yU Type V/C? Max.Rated Energy(ft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / , Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) cn Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time / 1 I l l l 1 Initial Drive—Start g d g Q M Finish 3 S Driving Time(min,) Redrive—Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows r Remarks' 2t l/t_= I,C P�L!S 7 A k FN Fro�t F'z non ap�l CCU_ 3 C 0 } �iVcou,vrE�Fl� 44,el� Kc-) -19- 51 C l8- ?-0 A156 A-N vExi 14 /172 � - `7 D-S ( 35- 39. g ) Blows/ Blows/ Blowsl BIows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet EneW Foot Feet Energy Foot 0-1 21 41 /: 3 61 9 18 81 I01 2 22 42 2:0 5 62 82 102 3 23 43 2' O 63 Q= �'Q 83 103 4 24 44 7:G f 64 I O:c 1 84 104 5 25 45 3-/0 65 10:20 85 105 6 26 46 3: 3 1 66 !d' 47 86 106 7 27 47 3�50 67 87 107 8 28 48 IS }' 68 14 30 88 109 9 29 49 /r:2.8 69 1-=4S 89 109 10 30 50 5 02 70-- '2o-_'ts 90 110 11 31 0.'00 L 51 G: 71 91 111 12 32 52 2 S 72 92 112 13 33 53 (,:40 73 93 113 14 34 54 7 60 74 94 114 15 35• p. 13 55 -7 :18 75 95 115 16 36 O 2 S 56 -7. 38 76 96 116 17 37 C ' 3-7 57 7. 5� 77 97 117 18 38 O: 58 9. 22 78 98 118 19 39 /;O S 59 b:38 79 99 119 20 1 40 1 /: 2 5 60 P: 5 80 100 120 Dedrive (Depth= , 1„ 2„ 3" 4" 5,. 6" 7" S. 91. 10,• 11•> 127 *E=Energy(kip-f3),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGINEERS� . n.:... ve... A A. F2flhSdM1®+TeLlmotogy Pile Driving Record Page of_ Job No. p�3C�- Gd Pile No. 46- Project M,41,�1<E 7--0 6 Pile Location Representative c,�n M,'c ) Date 7-Z 7- ZG Z O Pile Type ('g f LEI I I z t-0 OPEN Tip Diameter(in.) Z-4- Butt Diameter(in.) 24' Length(ft) }Wall Thickness(in.) - 5 Grade Batter(H:V) Hammer Make and Model /4-PC Zo 0 Type Max.Rated Energy(fft lbs) Ram Wt.(ibs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) I Q__, Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) Tip Deptb,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive—Start b Finish )1: 2 Driving Tune(min,) Redrive—Start Finish Rednve Time(min.) Date of Redrive Set-up Time Total No-of Blows Remarks' Blows/ Blows/ Blows/ Blows/ BIows/ Blows/ .at Energy Foot Feet Energ}r Foot Feet Ener Foot Feet Energy Foot Feet Energy Foot Feet aergy Foot 0-1 21 41 CI 2 (" 61 S:ZS 81 101 2 22 42 62 5'S O 82 102 3 23 43 I-'20 .63 L'•110 83 103 4 24 a.0 0 ?D 44 1.25 64 '7 Oa 84 104 5 1 25 6'.a 4 45 65 0-4-1 85 105 6 26 46 1 = 30 76C, 86 106 7 27 47 67 �" Y 4 87 107 8 28 48 2%33 68 88 109 9 29 '/S 49 2:48 ' 69 89 109 10 30 6: 1-1 50 3:b S 70--j 90 1 110 11 31 51 710 71 91 111 12 32 52 72 92 112 13 33 53 3:I.L 73 93 113 14 10 34 O: 39 ;° 54 3'36 74 94 1 114 15 35- 0: SD 55 3 37 75 95 115 16 36 56 7 5 4 76 96 116 17 37 57 lr'D j 77 97 117 18 38 58 4-1-7 78 98 119 19 39 0" 5� 59 4!'15 79 99 119 20 40 J.'o¢ 60 4r=50 80 100 120 Dedride (Depth=__� I" 2" 3" 4" 5" 6" 7" 8" 9" 10" 11" 12" =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEERS� Earth Science+Technology File Deriving Reccard Page of_ Job No. 6q 3 (O— OZ Z— o U Pile No. f 3 Project /-/lk/kI;s c' ru Pile Location Representative C`O C_M r-c Date 7-Z`7 -Z-0 2d Pile Type Tip Diameter(in.) z4— Butt Diameter(in.) 2 Length(ft) ,Wall Thickness(in.) S Grade Batter(H.V) Hammer Make and Model A'O Zoo Type Max.Rated Energy(ft-Ibs) Ram Wt.(Ibs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / 0_, Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) 40 Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)lTime J Initial Drive—Start 3 G�n Finish //=5 4- Driving Time(min,) Redrive—Start Finish Redrve Time(min_) Date of Redrive Set-up Time Total No.of Blows Remarks' Blows/ Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Ener Foot Feet Energy Foot Feet Energy Foot Feet Energ Foot 0-I 21 41 61 7;55 81 I01 2 22 42 62 3-d2 82 102 3 23 43 63 :6°0 83 103 4 24 44 64 ;:'> 84 104 5 25 45 0, Z 3 65 -'7 85 105 6 26 46 p' 31 66 3=%2 86 106 7 27 47 67 3'=3 87 107 8 28 48 68 5Z 88 108 9 29 49 69 10 89 109 10 30 50 a"SS 1 70-- 04 90 110 11 31 51 71 A, 07 91 111 12 32 52 72 :A 3 92 112 13 33 53 73 =S`7 93 113 14 34 54 74 S: 15 94 114 15 35• 'n-r) a 55 3l7 G' ' 75 95 115 16 36 56 76` 96 116 17 37 57 77 97 117 18 38 58 78 98 118 I9 39 59 S 79 99 119 20 40 Q: 60 7 80 100 120 Dedrive (Depth=- 1„ 2» 3„ 4„ 5" 6" 7„ 8" 91, 101• E=Energy(lap-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGBNEERS� . -rA rn.MTra.. rn:a- vo.. AA, EArtsdmM+Ter1=TOgy P1fe Driving Record Page of_ Job No. 0'/36�- O Z Z- G O He No. � Project M Ate, K E Tv.e, Pile Location Representative Cua I�r C y r C Date -7 - Z 7 - Z o Z o Pile Type oPz f-1 sTGi�L Tip Diameter(in.) 2-4 Butt Diameter(in.) Z Length(ft) }Wall Thickness(in.) - 5 Grade Batter(H:V) Hann=Make and Model A P G� Zoo Type Max.Rated Energy(f t lbs) Ram Wt(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) I 0 Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) �� Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)ITime Initial Drive—Start = S 7 Finish I / Driving Time(min.) Redrive—Start Finish Redrive Time(miu-) Date of Redrive Set-up Time Total No.of Blows Remarks' Blows/ Blows/ BIows/ Blows/ Blows/ Blows/ _Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Fett Energy Foot Feet aergy Foot 0-1 21 41 61 81 I01 2 22 42 a-3 7 6i 82 102 3 23 43 ;63 1>'4-1 83 103 4 24 44 64 ?'r_S 84 I04 5 25 45 /:/5 65 S 519 85 105 6 26 46 2:d O 66 &4- 86 106 7 27 47 2'. 1 Z 67 ¢:i i 87 107 8 28 48 2:Z 1 68 4-l5. 88 109 9 29 49 2: 30 69 89 109 10 1 30 50 2:31a 70-- A-ZS 90 110 11 31 51 2:42 71 4- 30 91 111 12 32 52 2:4� 72 44 92 112 13 33 53 2:5`1 73 93 113 14 34 54 3=D5 74 94 114 15 35- 0 GCl 16 55 i:lb 75 Y 441 95 1 115 16 36 56 76 5J 96 116 17 37 57 3.11? 77 `r.5-7 97 117 18 38 58 3 Z4 78 5:3 99 118 19 39 59 79 �U 99 119 20 40 b I 60 " '. so too 120 DedriVe (Depth=- 1" 2" 3" 4" 5" 6" 7" 8" 91, 101, 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting ' GWENGINEERS�_ "rw t-n.MT ra — rnr.n..:..:.,..vo.... A.i— Fadh Sdenm f Tec�mologY Pffe Driving Record Page of_ job No. D Z Z- O O _ Pile No. to Project 6 Pile Location Representative Eu a n C A4,--C ) Date -7-Z 3-2 o Z O Pile Type w���.«,��_ �L o h�-nl S rEEG _ Tip Diameter(in.) Z- `- Butt Diameter(in.) Z Length(ft) }Wall Thickness(in.) . 5 Grade Batter(FI:V) Hamer Make and Model APE Z°O Type ) ,6 Max.Rated Energy(ft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / 0 Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) 3 5 / Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive-Start 3 8 /'�� Finish 2: 5 s p m Driving I=(min.) Redrive—Stan Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks- 1,21llc DPTJ5 Tick ter/ /1�e0 L 49 - Sa. Z ( 3 3- 35. 1 Blows/ Blows/ Blows/ Blows/ BIows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot 0-1 21 41 3--1� ._a' 1 61 81 101 2 22 42 4'1 S 62 82 102 3 23 t- /r3 5-r 0 �63 83 103 4 24 44 5:50 64 84 104 5 25 b'.Z-1 45 10: 65 85 lo5 6 26 46 ice.>c 66 86 106 7 27 47 L 5 5 67 87 107 8 28 0: 4-1 f 48 -7:13 68 88 109 9 29 0. 5? 49 8 1 K 69 89 109 10 30 v:59 50 16:55 70-- 90 110 11 31 1 :o7 51y 71 91 111 12 32 52 72 92 112 13 33 1:2 1 53 73 93 113 v 14 34 1-3 8 54 74 94 114 15 0'�sb 35• / : {9 55 75 95 115 16 36 2:o Z 56 76 96 116 17 37 2:1O 57 77 97 117 18 38 2:19 58 78 98 118 19 39 7: 33 59 79 99 119 20 O: 14- 40 -2'1 3 60 80 too 120 Dedrive (Depth 1" 2" 3" 4" 5" 6" 7" 8" 91, 101, 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GEoENGINEER r v_... AA-- Fa6Sden®fTerinology Pile Deriving Record Page of_ fob NO, o22- 66 Pile No. Project F To d7 Pile Location Representative 6-ua t•-1 C N0 7-c � Date 8- Q- Zo 2 0 ,ss Pile Type 'OPEr! 5 reE-L - Tip Diameter(in.) - Butt Diameter(in.) Length(ft) }Wall Thickness(in.) -5 Grade Batter(H:V) Hammer Make and Model A11l 6- zoo Type Max.Rated Energy(f t lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(iu.)/Depth(ft) / 0 _, Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Tirne Initial Drive—Start 6 4 Finish J a„ Driving Time(min,) Redrive-Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks* S rrq , t4p-P-O Nr'2OL-R— L,��l 2 23. S - 2 4- �1 t�D L tLY Are- 2 q.S 70 rm"AI_ Blows/ Blows/ Blows/ Blows/ BIows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet En2m Foot Feet Energy Foot 0-1 21 41 r: 4(. 1 61 81 101 2 22 42 1,55 62 82 102 3 23 43 'Z'o' '63 83 103 4 24 44 2:15 1 ' 64 84 104 5 25 45 2=i 7 -�J 65 85 105 6 26 ` 46 66 86 106 7 27 a 47 5 67 87 107 8 28 48 3 68 88 103 9 1 29 Jo:oo. ttl 49 1 >'s° «° 69 89 109 10 30 50 4 i b 70_- 90 110 11 31 51 A---V 71 91 111 12 32 52 tr--31 72 92 112 13 33 6: 31 53 4=S�1 Y 73 93 113 14 34 54 T51 74 94 114 15 35- b' 55 t„ 55 5 75 95 115 16 36 1:0 5 56 76 96 116 17 37 57 77 97 117 18 38 1-2 3 r- 58 11'6G 78 98 119 19 - 39 t 50 i° 59 1 6-'S S 79 99 119 20 40 /" 37 GN 80 I00 120 Dedrive (Depth= I" 2" 3» 4" 5" 6" 7" 8" 91, 101, 11" 12" =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEERS� . rAr-n.mrrc-r0;I-r.-:,,;,-Do. 4.inn Earth szbmw+Tnc�u agy Pile Driving Record Page of_ Job No. 0y 00 Pile No. �g Project M err 1c� Ta C Pile Location Representative GUa e7 C"^1"C ) Date Pile Type ��6 L V�1y 1 z C;0 , �/'�r/ 5 rE c=-�- Tip Diameter(in.) '2-4- Butt Diameter(in.) Z� Length(it) }Wall Thickness(in.) S Grade Batter(H:V) Hammer Make and Model Type Max.Rated Energy(fft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)lDepth(ft) / 0 Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) 416 Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Ti1ne / / / I / / / Initial Drive—Start r-1: Finish a 00 ` Driving Time(min.) Redrive—Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks S6-h91 14h-0-0 LAYER 1-7— 19 15 , i- tPearc- LxY�,2 24 — 3 L S PE N g- OEP%14 15 IW P-0 LAY E-e_ Blows/ Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Ene Foot Feet Energy Foot Feet Freer Foot 0-1 21 41 0:SS 61 '' �3 81 101 2 22 42 1'o ( 71 62 8=1 q- 82 102 3 23 43 1,1-7 63 'U'%a 83 103 4 24 44 1 1 24, 64 Q-J1 84 104 5 25 45 1= 2\ 65 ��-rZo 85 105 6 26 46 66 `Z D8 86 106 7 27 47 "Z 67 �'ZD 87 107 8 28 48 68 R Z�- 88 109 9 29 49 69 q=35 89 109 10 30 G:00 2a 50 .1, 70 4(, 90 110 11 31 51 3'00 h.orSN 91 111 12 32 52 3: 72 92 112 13 33 O r 0 3 53 3 'S 73 93 113 14 34 54 3' Ug 74 94 114 15 35- D- \2 55 4=05 75 95 115 16 36 W\'� 56 -V 76 96 116 17 37 O: ? 57 A;3-t 77 97 117 18 38 0= j1. 58 A:50 78 98 118 19 39 O:4 59 5 0 79 99 119 20 40 U=C�O r,t 60 tc`f 86 100 120 Dedrive (Depth=- 1" 2" 3" 4" 5" 6" 7" 8" 9" 10" II" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGINEERS 61,1 - -rA Earth Sdenm+Tw.MoTogy Pile Driving Record Page of_ Job No, Oq 3t:,' 02 Z^ dG� Pile No. \ Project Nl /k��K E ,,.E, Pile Location Representative Cu a n/ C M r C ) Date B- �`r- 'ZG c 4 Pile Type (�-L V,, t,?r Z CD- GF'L r� 57��� Tig Diameter(in.) Butt Diameter(fiQ Length(ft) Wall Thickness(in.) S Grade Batter(H:V) . L Hammer Make and Model Type Max.Rated Energy(ft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / 0__, Design Load Calculated Capacity Factor of Safety Penetration into Ground(ft) %�`' Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive—Start - Finish �`4- - Driving Time(min,) Redrive—Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks* .rn t t I t✓ ti'ate'�' =7? l��d2 7" ?Cam ' t`�v t'to Blows/ Blows/ BIows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot 0-I 21 41 1-% 61 (o:49 81 101 2 22 42 1 : n S 62 82 102 3 23 43 ):o 3 ¢3 -7 15 83 103 4 24 44 =1 a 1 64 -1 3 Z 84 104 S ZS 45 1 1 i 65 -7--1-585 105 6 26 46 1:2 S 66 86 106 7 27 47 1 3 0 67 87 107 8 28 48 1 36 68 88 109 9 29 49 1 4-3 69 89 109 10 30 p:0 5 Z' 50 1-51 r° 70_- 90 110 11 31 51 11•?,l 71 91 111 12 32 52 ;1 O 72 92 112 13 33 O:1 53 3"c3 73 93 113 14 34 54 5' 74 94 114 15 35- 0:3l 55 � 01 75 95 115 16 36 0: 56 4115 76 96 116 17 37 0.4-Z. 57 5--0 77 97 117 18 38 0-Aj(, 58 G'.ZZ 78 98 118 19 39 59 (t 32 79 99 119 20 to 40 0-fib 60 6-70 80 100 120 Dedtive (Depth= 1" 2" 3" 4" 5" 6" 7" S" 9" TE=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEERS�. -rw rn.rntic,,.,,•,..ro:t�n.:..a.,..D----4 4— Faith Sden®+Technology Pile Dr:14.ng Record Page of_ Job No. 09 3(p - o Z Z- o C) Pile No. 20 Project M r[x F" 7'u G Pile Location Representative �l M rC ) Data 7- 23- 2oZ6. (�f�C vAh�1�G-� CJP� �/ ST�cC - „ Pile Type Tip Diameter(in) 2`r Butt Diameter(in.) Z4 Length(ft) J Wall Thickness(in.) S Grade Batter Hammer Make and Model A"P Zoo Type L/I Max Rated Energy(ft-lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/D epth(ft) Design Load Calculated Capacity Factor of Safety Penetration into Ground A Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive-Start Finish Driving Time(min.) 3� Redrive—Start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No_of Blows Remarks' 21 S o SrM y ;2fJ 4-y So 29 - 3� N<lt� L /�t2 l02 (n3 .2 (_ Blows[ Blows/ BIows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet EneMy Foot Feet Energy Foot 0-1 21 41 61 S:G 81 101 2 1 22 42 .� 62 `7=18 82 102 3 23 43 83 103 4 24 44 f 3 Z r67 84 104 5 25 b:0 o 45 85 105 6 25 46 /'4,U 86 106 7 27 a47 87 107 8 28 48 68 88 109 9 29 49 2: I 69 89 109 10 30 b 13 50 '05 70-• 90 110 11 31 0- 18 51 3:10 71 91 111 12 32 6' Z(, 52 3.1(0 72 92 112 13 33 ._ 4. 53 '3-z 73 1 93 113 14 34 54 3:-w 74 94 114 15 35• O 55 '=L 75 95 115 f 16 36 O = 40 56 76 96 116 17 37 0: 1-5 57 77 97 117 18 38 • - 58 3 5 Q 78 98 118 19 39 59 4' 0 6 79 99 119 20 40 0 S 60 '3 8D 100 120 Dedrive (Depth- . ) I„ 2" 3" 4„ 5„ 6" 7.. 8" 9., 1D.. Ill, 12,. =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGINEERS. Pile Driving Record Page of- Job No. 09.5 in 2Z- 00 Pile No. Project M,4N 7-u G Pile Location Representative Date -7- 30= Zo z 0 Pile Type Tip Diameter(in.) Z¢ Butt Diameter(in.) 2¢ Length(ft) }Wall Thickness(in.) 5 Grade Batter(H V) Hammer Make and Model p L' Q Type Max.Rated Energy(ft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(im)/Depth(R) / 0___, Design Load Calculated Capacity Factor of Safety i Penetration into Ground(ft) zJ Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time Initial Drive-Start // Z O Finish f �`� A Driving Tune(min,) Redrive-start Finish Redrive Time(min.) Date of Redrive Set-up Time Total No.of Blows j , Remarks' r;�5 L> tc'� r f' / 5E2.�t r1Atiz) L.Ayi:F? l" r�.a j} I/Cs�a�i7 Blows/ Blows/ Blows/ Blows/ BIows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot 0-I 21 41 61 81 101 2 22 42 62 4 5t, 82 102 3 23 43 63 S o 5 83 103 4 24 10 44 ?D 64 5'16 84 104 5 25 45 6:22 65 5' 34' 5 85 105 6 26 46 66 ('"2�) Y96 106 7 27 47 67 6' 3 0 r° 87 1 107 B 28 48 0:31 68 S.35 88 109 9 29 49 b-3- ' 69 89 109 10 30 50 70_- 90 110 11 31 51 71 91 ill 12 32 52 D-4--1 72 92 1 112 13 33 53 73 93 113 14 34 0 t O 2° 54 74 94 114 15 35• 55 0:5I 75 95 115 16 36 56 76 96 116 17 37 0'.G-1 r 57 ( 0 5 s r 77 97 117 y 1S 38 58 Z7 oo 71 78 98 118 19 39 59 4.2 4- 79 99 119 20 40 0' 60 A:4 Z 80 100 120 Dedrive (Depth=_�} 1" 2" 3" 4" 5" 6" 7" S. 91, 10" 11" 12" =E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GMENGBNEERS . vo,....,q,a,,.. Earth Sdenra+Twlmolo-y Pffe Driving Record Page of_ Job No. O ID 3<o —C)Z Z —Oo Pile No, 2 Z Project M A tit -ruC, Pile Location Representative F, M7L Date 7- 3o-7--bZo Pile Type G Atz -6 /,J t:> e,7 6=L;� Tip Diameter(in.) Z-4- Butt Diameter(in.) Length(ft) 30 }Wall Thickness(in.) 't 2 " Grade Batter(H:V) Hamer Make and Model /)-PC7 ZOO Type Max.Rated Energy(ft lbs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / 0_, Design Load Calculated Capacity Factor of Safety Penetration into Ground(R) 3 5 Tip Depth,Vertical(ft) Ground EIevation(ft) Tip Elevation(ft) Water Elevation(ft)/Time / / ,• ! ! J / ! Initial Drive—Start S Finish Driving Time(min) y Redrive—Start Finish Redrive Time(min) Date of Redrive Set-up Time Total No.of Blows Remarks' Blows/ Blows/ BIows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Ene Foot Feet Ene Foot Feet Energy Foot 0-1 21 41 61 -1 81 I01 2 22 42 Cj 3> 62 :0 82 102 3 23 43 6.3 �'2 r 83 103 4 24 44 64 L '.?j 84 104 5 25 45 0 ZVO 65 L},50 85 105 6 26 46 66 tj 86 106 7 27 47 67 `!5: 87 107 8 28 48 68 7 88 109 9 29 49 QO 69 ?.'31 89 109 10 30 50 pg- 70_, (,D,5 90 110 11 31 51 l ', (e7 71 91 1!1 12 32 52 72 92 112 13 33 a 53 73 93 113 14 34 54 74 94 114 15 35- t): p 55 75 95 115 16 36 56 Z'OG 76 96 116 17 37 57 77 97 1.17 18 38 58 2'49 78 98 118 19 39 59 1C= 79 99 119 20 40 0' �tp 6� �o g SO 100 120 Dedride (Depth=—=� 1„ T' 3„ 4„ 5" 6„ 7" 8. 91, 101. ll• 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,I =Setting GWB(31NEERs� . •r�rn.mric...-....,,ro;,_n_:.,:....no......�,a,,.. ExtiSden®+Talmotogy Pile Driv731g Record Page of_ rob No. 095(, - o F 2 -o o Pile No. 2 Project M hH 1<l T-u Pile Location Representative r c M1-C } Date 7- 30 ZOZO Pile Type 6 f�«•r A AJ 12 E 0 ,o P�r-{ s 7 r_ - Tip Diameter(in.) Butt Diameter(in.) Z Length(ft) }Wall Thickness(in.) • S Grade Batter(H:V) Hammer Make and Model APL ZOO Type Max Rated Energy(ft-lbs) Ram Wt.(ibs) Rated Stroke(ft) Cushion Type lbiclmess(in.)/Depth(ft) / 0 Design Load Calculated Capacity Factor of Safety t Penetration into Ground(ft) Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation(ft)/Tizne Initial Drive—Start 2'/E �'�' Finish 2 ' p van Driving Tune(min,) Redrive—Start Finish Redrive Time(min-) Date ofRedrive f� Set-up Time Total No.of Blows Remarks / Blows! Blows/ Blows/ Blows/ Blows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Ene Foot Feet Energy Foot Feet Energy Foot 0-1 21 41 61 4-01 81 lot- 2 22 42 62 k lV 82 102 3 23 43 0=:! 63 :1 1 83 103 4 24 44 64 84 104 S 25 ° 45 D:�� 30 65 =4 Z 85 105 6 26 46 66 °� 54 86 106 7 27 47 0: 67 5 06 87 107 8 28 48 68 S 2-7 88 109 9 29 49 69 5:qS 89 109 10 30 50 1-0 a 70_- 5 54 90 110 11 31 L54 71 (�=1� 91 111 12 32 72 92 112 13 33 ( Zo S 73 �' `� 93 113 14 34 1 - 2 S 7 74 -7;0 3 94 114 15 35• V 55 1•55 �O 75 95 115 16 36 56 2:23 76 96 116 17 37 57 77 97 117 18 38 58 SIC/ 78 98 118 19 39 59 3-.o-7 79 99 119 20 40 6'ZQ 60 3'Al so 100 120 Dedrive (Depth=- 1" 2" 3" 4" 5' . 6" 7" 8" 9" 101, 11" 12" *E=Energy(kip-ft),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GroENGINEERS�. -r rn.n.rrc........ro:t_n.:..:.,..tie... A.t— EwthScten®+Tirhnology Pile DlrIVIAg Record Page of_ Job No. O 9 3(n ' Q 22_�G Pile No. ;4-- z 4- Project M a l;E T,)G Pile Location Representative a ' M `c , Data 7- 30— Zo ZO . Pile Type 6 k C yA r-t 12 L 4 OPe r r S7-8SJ Tip Diameter(in.) Z4 Butt Diameter(in.) Z 1f• Length(ft) Wall Thickness(in.) 5 Grade Batter(H:V) Hammer Make and Model llipf Zoo Type Max.Rated Energy(ft-Ibs) Ram Wt.(Ibs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(R) / 0 Design Load Calculated Capacity Factor of Safety 1 Penetration into Ground(ft) 37. S Tip Depth,Vertical(ft) Ground Elevation(ft) Tip Elevation(ft) Water Elevation($)/Time Initial Drive—Start 3, D PV1 Finish 3 3 SP M Driving Time(min.) Redriva—Start Finish R.edrive Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks A/A 19 Blows/ Blows/ BIows/ Blows/ Blowsl Blows/ Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet Energy Foot Feet EnergyFoot Feet EnergyFoot 0-1 21 41 . 61 S,30 -A 2 81 101 2 22 42 62 b o5 -- tO' 82 102 3 23 43 Q;3?' 63 83 103 4 24 144 64 (o 20 84 1 104 5 25 ^ 45 65 (o'.ZC 85 105 6 26 46 66 6 3= 86 106 7 27 47 67 ice: ^ 87 107 8 28 48 2 68 7:15 88 109 9 29 49 0: 69 ":S 89 109 10 30 50 1 1:0 1 70_- 0 7 90 110 11 31 51 71 :^0 91 I11 12 32 52 (y 72.S a 92 112 13 33 53 0 9 73 93 113 14 34 54 1-7 74 94 114 15 35- 6'-00 20 55 Z=55 75 95 115 16 36 �— 56 3 3 7 76 96 116 17 37 57 fit.GQ 7 77 97 117 18 38 58 4: I S 78 98 118 I9 39 59 4:5 2 Z 79 99 119 20 40 0' 01 60 -S:'2-0 80 100 120 Dedrive (Depth=- 1" T' 3" 4" 5" 6" 7" 8" 9" 101, *E=Energy(kip-ft),Blow/min.,H=Stroke(R),( )=Estimated,#=Setting GEOENGINEERS� . De.--1.t— Earth Sden®tTechnolM Pile Driving Record Page of. Job No. 09 3la- G zz-oC� File No. ' ZS Project 7-, - Pile Location Representative Evan C M-rc ) Date f3- 3- 2az'o Pile Type A-CY,-rat r2 E19 - O✓'€N, STAG--I- Tip Diameter(in.) 2 Butt Diameter(in) Length(ft) }Wall Thickness(in.) • S Grade Batter(H:V) Hammer Make and Model A ID"g- Z10 n Type Max.Rated Energy(ft Ibs) Ram Wt.(lbs) Rated Stroke(ft) Cushion Type Thickness(in.)/Depth(ft) / 0 Design Load Calculated Capacity Factor of Safety . J Penetration into Ground(ft) d Tip Depth,Vertical(ft) Ground Elevation(ft) _Tip Elevation(ft) Water Elevation(ft)/Time / Initial Drive-Start 3: 4 S r"' Finish 4: 1 L p°1 Driving Time(min,) l 4 d 0 Redrive-Start Finish Rednve Time(min.) Date of Redrive Set-up Time Total No.of Blows Remarks -7 -S H:F- x75 Blows/ Blows/ Blows/ Blows/ BIows/ Blows/ Feet Energy Foot Feet Energy Foot Feet Ener Foot Feet Ene Foot Feet EnaM Foot Feet Energy Foot 0-1 21 41 Q 61 3.�(O 81 I01 2 22 42 6i 82 102 3 23 43 63 <1 %2 83 103 4 24 44 64 84 104 5 25 45 040 0 -° 65 S. 17 85 1 105 6 26 46 a--21 66 S'-3 86 106 7 27 47 67 S-. a 87 107 8 28 48 68 S 88 103 9 29 49 69 89 109 10 30 50 ? : o 7 70_- 6 %�' 90 110 11 31 51 71 1; 2'> 91 111 12 32 52 72 1 3v 92 112 13 33 53 73 93 113 14 34 54 74 10'07 94 114 15 35• 55 75 95 115 16 36 56 76 to,45 96 I16 17 37 1 57 " 1 77 t( 410 97 117 18 38 58 78 11 25 _ 98 118 19 39 59 79 13-,60 99 119 20 40 60 2:S / 80 l S:SO 100 120 Dedride (Depth 2" 3" 4" 5" 6" 7" V 91, 101. I1" 12" =E=Energy(kip-$),Blow/min.,H=Stroke(ft),( )=Estimated,#=Setting GWENGINEERS� Eagh Sdwca+Twlvotagy y elder - ID Number fires . y _ y M A W. .- A- - 1 , -!.�-Po see S % Al vylback ng ... o.. � '� ua latL, ,* on S. , a , over t acking (;ertified process tealifications areouffinedWABO with ANSUA WS DI _ .