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<br />1.1 CODES, STANDARDS, REQUIREMENTS AND PROVISIONS
<br />A. THE DRILLING CONTRACTOR SHALL BE FAMILIAR WITH THE REQUIREMENTS AND PROVISIONS OF
<br />THE CONTRACT DOCUMENTS INCLUDING THE DESIGN DRAWINGS, ASSOCIATED SPECIFICATIONS
<br />AND COMPLIANCE WITH APPROPRIATE REGULATORY REQUIREMENTS.
<br />B. DRILLING CONTRACTOR SHALL BE APPROPRIATELY LICENSED WITH THE STATE OF CALIFORNIA TO
<br />PERFORM THE WORK OUTLINED IN THESE DRAWINGS AND THE PROJECT SPECIFICATIONS.
<br />C. THE ENGINEER PREPARING THESE DRAWINGS WILL NOT BE RESPONSIBLE FOR UNAUTHORIZED
<br />USES OF OR CHANGES TO DRAWINGS. THE DRAWING NOTES AND TYPICAL DETAILS SHALL APPLY
<br />UNLESS SPECIFICALLY STATED OR SHOWN OTHERWISE. THE ENGINEER MUST APPROVE ALL
<br />DEVIATIONS FROM THE DRAWINGS PRIOR TO CONSTRUCTION.
<br />D. ALL CONSTRUCTION MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE PROJECT DRAWINGS
<br />AND THE SPECIFICATIONS AND THE LATEST EDITION OF THE CITY OF STOCKTON AND THE SAN
<br />JOAQUIN COUNTY IMPROVEMENT STANDARDS, THE 2015 STATE OF CALIFORNIA DEPARTMENT OF
<br />TRANSPORTATION STANDARD SPECIFICATION OR LATEST EDITION OF ANY OTHER AGENCIES
<br />STANDARDS, AS APPLICABLE.
<br />E. ALL WORK SHALL BE COMPLETED UNDER THE APPROVAL AND TO THE SATISFACTION OF THE
<br />OWNER, THE ENGINEER, AND SAN JOAQUIN COUNTY. ALL WORK SHALL CONFORM TO THESE
<br />DRAWINGS AND SPECIAL PROVISIONS, IF APPLICABLE.
<br />F. THE DRILLING CONTRACTOR SHALL REPAIR OR REPLACE ALL EXISTING FACILITIES DAMAGED BY
<br />THE DRILLING CONTRACTOR'S EQUIPMENT TO LIKE OR BETTER CONDITION AT NO ADDED COST TO
<br />THE OWNER. THE DRILLING CONTRACTOR ASSUMES FULL RESPONSIBILITY FOR PROTECTION OF
<br />EXISTING FACILITIES FROM DAMAGE RELATED TO THE WORK.
<br />G. FOR ALL WORK, THE DRILLING CONTRACTOR SHALL HAVE A SUPERVISOR ON THE PROJECT SITE
<br />DURING WORK HOURS WHO SHALL HAVE THE AUTHORITY TO REPRESENT AND ACT FOR THE
<br />DRILLING CONTRACTOR.
<br />H. THE DRILLING CONTRACTOR SHALL ASSURE THE SAFETY OF ALL PERSONS AND PROPERTY
<br />AFFECTED BY THE DRILLING CONTRACTOR'S WORK, INCLUDING ENFORCEMENT OF ALL APPLICABLE
<br />LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. THIS REQUIREMENT SHALL APPLY
<br />CONTINUOUSLY AND NOT BE LIMITED DURING THE COURSE OF CONSTRUCTION TO DRILLING
<br />CONTRACTOR'S WORKING HOURS.
<br />I. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL PROVIDE A COMPETENT AND TRAINED
<br />WORK FORCE AND SHALL BE SOLELY RESPONSIBLE FOR THE HEALTH AND SAFETY OF THEIR
<br />EMPLOYEES. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL HAVE AN ILLNESS AND
<br />INJURY PREVENTION PLAN AS DESCRIBED BY CALIFORNIA HEALTH AND SAFETY CODE (CALIFORNIA
<br />CODE OF REGULATIONS TITLE 8 SECTION 3203). THE DRILLING AND TRAFFIC CONTROL
<br />CONTRACTORS SHALL PROVIDE PERSONAL PROTECTIVE EQUIPMENT (PPE) TO THEIR STAFF BASED
<br />ON THE CONTRACTOR'S ASSESSMENT OF THE HAZARDS OF THE WORK. THE DRILLING AND TRAFFIC
<br />CONTROL CONTRACTOR PERSONNEL ARE REQUIRED TO PARTICIPATE IN DAILY SAFETY MEETINGS
<br />AND ANY ADDITIONAL SAFETY MEETINGS AT THE DISCRETION OF THE ENGINEER.
<br />J. THE DRILLING CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF UNEXPECTED
<br />SUBSURFACE CONDITIONS AND DISCONTINUE AFFECTED WORK IN AREA UNTIL NOTIFIED BY THE
<br />ENGINEER TO RESUME WORK.
<br />K. A PRE -CONSTRUCTION MEETING BETWEEN THE DRILLING CONTRACTOR, OWNER AND ENGINEER
<br />WILL BE REQUIRED. ATTENDANCE BY THE DRILLING CONTRACTOR'S FIELD SUPERINTENDENT IS
<br />MANDATORY. THE MEETING IS INTENDED TO CLARIFY WORK PROCEDURES AND PROPOSED
<br />SCHEDULE, HEALTH AND SAFETY, AND PROCEDURES FOR APPROVAL OF CHANGE ORDERS (IF
<br />NECESSARY).
<br />L. THE DRILLING CONTRACTOR SHALL PROTECT THE CONDITION OF SITE IMPROVEMENTS FOUND AT
<br />THE START OF WORK OR PLACED THERE DURING THE PROGRESS OF WORK AND NOT SPECIFIED OR
<br />SHOWN ON THE PLANS TO BE PERMANENTLY ALTERED OR REMOVED. EXISTING IMPROVEMENTS
<br />INCLUDE, BUT ARE NOT LIMITED TO, PUBLIC ROADWAY, UTILITY POLES, LIGHTING, GROUNDWATER
<br />MONITORING AND EXTRACTION WELLS, SEWER, WATER, STORM PIPING, FIRE SUPPRESSION LINES,
<br />UTILITIES, FENCING, TREES, AND SHRUBS.
<br />M. THE TRAFFIC CONTROL CONTRACTOR SHALL MINIMIZE OBSTRUCTION AND INCONVENIENCE TO
<br />PUBLIC TRAFFIC AND PLACES OF BUSINESSES ADJACENT TO THE WORK SITE. WORK SHALL BE
<br />PROPERLY CONDUCTED WITH DUE REGARD FOR THE RIGHTS AND SAFETY OF THE PUBLIC.
<br />1.2 RECORD DRAWINGS
<br />A. THE DRILLING CONTRACTOR SHALL VERIFY ALL FIELD DIMENSIONS SHOWN ON THE DRAWINGS AND
<br />SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES REQUIRING CORRECTIVE ACTION PRIOR TO
<br />PROCEEDING WITH WORK. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALED
<br />DIMENSIONS. IF THERE IS A CONFLICT, THE ENGINEER SHALL BE NOTIFIED TO OBTAIN
<br />CLARIFICATION. NO DEVIATION OR SUBSTITUTIONS SHALL BE ALLOWED WITHOUT OBTAINING
<br />WRITTEN APPROVAL FROM THE ENGINEER.
<br />1.3 DRILLING CONTRACTOR SCOPE
<br />A. THE DRILLING CONTRACTOR IS RESPONSIBLE TO PROVIDE ALL LABOR, EQUIPMENT, AND MATERIAL
<br />REQUIRED TO COMPLETE THE SCOPE OF WORK.
<br />B. THE DRILLING CONTRACTOR SHALL SPECIFY EQUIPMENT TO MATCH SPECIFICATIONS DESCRIBED IN
<br />THE DRAWINGS AND OBTAIN ENGINEER APPROVAL PRIOR TO PROCUREMENT AND INSTALLATION.
<br />C. THE SCOPE OF WORK INCLUDES DESTRUCTION OF TARGETED GROUNDWATER WELLS VIA SHOT
<br />PERFORATION AND GROUTING, AND BY OVER-DRILLING THE UPPER 5 -FEET OF EACH LOCATION;
<br />FURNISHING OF ALL EQUIPMENT, PRODUCTS, ITEMS, FINISHES AND LABOR REQUIRED TO
<br />COMPLETE THE CONTRACT IN ALL RESPECTS AND ANY OTHER WORK SHOWN ON THE DRAWINGS,
<br />DESCRIBED IN THE APPROVED WELL DESTRUCTION WORK PLAN, OR REQUIRED IN THE
<br />CONSTRUCTION SPECIFICATIONS, UNLESS OTHERWISE NOTED, AND AS DESCRIBED BELOW IN
<br />NOTES 1.3.2 THROUGH 1.3.6.
<br />1.3.1 DESIGN REVIEW, PERMITTING, ACCESS AND PLANNING
<br />A. THE DRILLING CONTRACTOR SHALL REVIEW THE FINAL DESIGN DRAWINGS PRIOR TO
<br />COMMENCEMENT OF FIELD ACTIVITIES. THE DRILLING CONTRACTOR SHALL IDENTIFY CONCERNS
<br />REGARDING AND PROVIDE RECOMMENDATIONS FOR THE DESIGN DRAWINGS TO THE ENGINEER, IF
<br />ANY.
<br />B. THE DRILLING CONTRACTOR SHALL PROVIDE TEMPORARY, MOBILE SANITATION TO BE LOCATED
<br />WITHIN THE WORK SITE DURING WORK HOURS AND STORED OFF-SITE DURING NON -WORK HOURS.
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<br />1.3.2 EXISTING UTILITIES AND STRUCTURES
<br />A. NO ASSURANCE IS GIVEN THAT THE POSITIONS OF UTILITIES IN THE DRAWINGS ARE CORRECT OR
<br />COMPLETE. LOCATIONS ARE APPROXIMATE AND IT SHALL BE THE DRILLING CONTRACTOR'S
<br />RESPONSIBILITY TO VERIFY ACTUAL LOCATIONS.
<br />B. THE ENGINEER HAS CONTACTED UNDERGROUND SERVICE ALERT (USA) AT 811 OR 1-800-642-2444
<br />FOR VERIFICATION OF THE LOCATIONS OF ALL UNDERGROUND FACILITIES. THE ENGINEER HAS
<br />USED A PRIVATE UTILITY LOCATOR TO IDENTIFY THE ORIENTATION AND DEPTH OF SUSPECTED
<br />UTILITIES WITHIN THE WORK AREAS. THE DRILLING CONTRACTOR SHALL POTHOLE ALL SUSPECTED
<br />UTILITIES WHICH ARE ADJACENT TO OR CROSSED BY THE BELOWGROUND WORK SHOWN ON
<br />THESE PLANS.
<br />C. THE DRILLING CONTRACTOR SHALL NOTIFY THE ENGINEER AND APPROPRIATE UTILITY OWNERS
<br />WITHIN 30 MINUTES AFTER ANY UTILITY IS DAMAGED AND/OR SERVICE IS DISRUPTED.
<br />1.3.3 SITE CONTROLS, MAINTENANCE AND SECURITY
<br />A. THE ENGINEER SHALL IDENTIFY AUTHORIZED STAGING AREAS PRIOR TO THE START OF THE WORK.
<br />THE DRILLING CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT AND MATERIALS RELATED TO
<br />THE WORK ARE PLACED WITHIN THE AUTHORIZED STAGING AREAS.
<br />B. THE TRAFFIC CONTROL CONTRACTOR SHALL PROVIDE APPROPRIATE CONTROLS INCLUDING
<br />TEMPORARY FENCING, CONES AND BARRICADES AS NECESSARY TO PREVENT UNAUTHORIZED
<br />ACCESS TO CONSTRUCTION AREAS AND OTHER AFFECTED WORK ZONES. SITE CONTROLS SHALL
<br />BE MAINTAINED THROUGHOUT THE WORK.
<br />C. THE TRAFFIC CONTROL CONTRACTOR SHALL BE RESPONSIBLE FOR CONTROL OF TRAFFIC AT THE
<br />WORK SITE AND OFF-SITE TRANSPORTATION OF CONSTRUCTION RELATED VEHICLES. ANY LANE
<br />CLOSURES (VEHICLE OR BICYCLE) SHALL BE APPROVED IN ADVANCE BY THE CITY OF STOCKTON
<br />UNDER AN APPROVED ENCROACHMENT PERMIT. SAFE VEHICULAR, BICYCLE, AND PEDESTRIAN
<br />ACCESS SHALL BE PROVIDED AT ALL TIMES. THE TRAFFIC CONTROL CONTRACTOR SHALL MAINTAIN
<br />ADEQUATE INGRESS AND EGRESS FOR FIRE, POLICE AND OTHER EMERGENCY VEHICLES TO
<br />ADJACENT PROPERTIES.
<br />D. WHENEVER A LANE CLOSURE IS MADE, THE TRAFFIC CONTROL CONTRACTOR SHALL CLOSE THE
<br />LANE BY PLACING FLUORESCENT TRAFFIC CONES, OR PORTABLE DELINEATOR, ALONG A TAPER
<br />AND ALONG THE EDGE OF THE CLOSED LANE ADJACENT TO PUBLIC TRAFFIC. ONE TELESCOPING
<br />FLAG TREE WITH FLAGS SHALL BE PLACED AT THE BEGINNING AND AT THE END OF THE TAPER.
<br />E. THE DRILLING CONTRACTOR SHALL IDENTIFY ANY STORM WATER INLETS IN THE WORK AREA AND
<br />PROVIDE PROTECTION FROM SEDIMENT TRANSPORT. PROTECTION MAY INCLUDE PLACEMENT OF
<br />FILTER SOCKS OR STRAW WATTLES AROUND THE STORMWATER CATCH BASIN. THE DRILLING
<br />CONTRACTOR SHALL RECOMMEND THE PROTECTION METHOD AND OBTAIN ENGINEER APPROVAL
<br />PRIOR TO IMPLEMENTATION. THE DRILLING CONTRACTOR SHALL COMPLY WITH ALL CITY OF
<br />STOCKTON REQUIREMENTS FOR SEDIMENT TRANSPORT AND/OR EROSION CONTROL AND
<br />STORMWATER PROTECTION BEST MANAGEMENT PRACTICES.
<br />1.3.4 DRILLING AND PAVING SCOPE
<br />A. THE DRILLING CONTRACTOR SHALL USE A DIAMOND SAW TO CUT AND REMOVE EXISTING ASPHALT
<br />AND CONCRETE NECESSARY TO PERFORM SUBSURFACE ACTIVITIES.
<br />B. THE DRILLING CONTRACTOR SHALL ENSURE THAT EROSION CONTROL METHODS ARE IN PLACE AND
<br />MAINTAIN HOUSEKEEPING TO MINIMIZE SEDIMENT TRANSPORT.
<br />C. THE DRILLING CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESTRUCTION OF THE TARGETED
<br />WELLS IN ACCORDANCE WITH THE NOTES AND DETAILS ON SHEETS C-1 THROUGH C-4 AND AS
<br />DESCRIBED IN THE WELL DESTRUCTION WORK PLAN.
<br />1.3.8 WASTE STORAGE, TRANSPORT, AND DISPOSAL
<br />A. THE DRILLING CONTRACTOR SHALL HANDLE ALL WASTE GENERATED DURING THIS IN ACCORDANCE
<br />WITH ALL APPLICABLE STATE AND LOCAL REGULATIONS. MATERIALS SHALL BE STORED IN SUCH A
<br />MANNER TO REDUCE THEIR POTENTIAL TO POLLUTE STORM WATER RUN OFF FROM THE SITE.
<br />B. THE DRILLING CONTRACTOR SHALL TEMPORARILY STORE WASTE ASPHALT AND CONCRETE WITHIN
<br />THE STAGING AREA. THE CONTRACTOR SHALL ASSUME THAT THE WASTE ASPHALT AND CONCRETE
<br />IS NON -HAZARDOUS AND WILL BE RESPONSIBLE FOR APPROPRIATE OFF-SITE DISPOSAL. THE
<br />DRILLING CONTRACTOR MAY ELECT TO RECYCLE THE ASPHALT AND CONCRETE WITH APPROVAL
<br />FROM THE ENGINEER.
<br />C. THE DRILLING CONTRACTOR SHALL CONTAINERIZE SPOILS WITHIN THE STAGING AREA.
<br />D. THE ENGINEER WILL COORDINATE WASTE CHARACTERIZATION AND OFF-SITE DISPOSAL OF SPOILS.
<br />E. THE DRILLING CONTRACTOR SHALL ENSURE THAT THE SITE IS FREE AND CLEAR OF DEBRIS AND
<br />TRASH DURING AND AFTER DEMOBILIZATION.
<br />1.4 WORK SCHEDULING
<br />A. THE DRILLING CONTRACTOR SHALL PREPARE AND SUBMIT TO THE ENGINEER, A CONSTRUCTION
<br />SCHEDULE PRIOR TO THE START OF WORK. SEQUENCING OF WORK SHALL BE COORDINATED
<br />DURING THE MANDATORY PRE -CONSTRUCTION MEETING. THE SCHEDULE SHALL BE UPDATED
<br />WEEKLY UNTIL CONTRACT COMPLETION.
<br />B. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL NOTIFY THE ENGINEER AT LEAST 48
<br />HOURS IN ADVANCE OF ANY SCHEDULE CHANGES.
<br />C. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL IMPLEMENT ALL WORK BETWEEN 6 AM
<br />AND 6PM LOCAL TIME. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL IMPLEMENT
<br />THE WORK DURING WORKING DAYS (MONDAY THROUGH FRIDAY).
<br />D. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL IMMEDIATELY NOTIFY THE ENGINEER
<br />AND OWNER OF THE NEED TO IMPLEMENT PORTIONS OF THE WORK IN DEVIATION FROM THE
<br />AGREED UPON WORK HOURS. THE DRILLING AND TRAFFIC CONTROL CONTRACTORS SHALL ONLY
<br />PROCEED AFTER OBTAINING APPROVAL FROM THE ENGINEER.
<br />THIS DRAUNNG MAY NOT BE ISSUED
<br />DESIGN BY: RH TITLE:
<br />FOR PROJECT TENDER OR
<br />CONSTRUCTION, UNLESS SEALED.
<br />DRAWN BY: MA
<br />PROJECT:
<br />CHECKED BY: RH
<br />SIGNATURE REVIEWED BY: SV SI ITE
<br />DATE
<br />3
<br />APPROVED BY: SF
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<br />DEFINITIONS:
<br />OWNER - LINCOLN CENTER ENVIRONMENTAL REMEDIATION TRUST
<br />ENGINEER - GEOSYNTEC CONSULTANTS, INC.
<br />DRILLING CONTRACTOR - PENECORE DRILLING, INC. & TYLOR MCMILLANS WELL SERVICE, LLC.
<br />TRAFFIC CONTROL CONTRACTOR - AVILA TRAFFIC CONTROL
<br />WORK - ALL WORK SPECIFIED IN THESE PLANS
<br />ABBREVIATIONS
<br />ABRV.
<br />DEFINITION
<br />ASTM:
<br />American Society for Testing and Materials
<br />AWWA:
<br />American Water Works Association
<br />BGS:
<br />Below Ground Surface
<br />BoA:
<br />Bank of America
<br />BV:
<br />Ball Valve
<br />CBC:
<br />California Building Code
<br />CDF:
<br />Controlled Density Fill
<br />CV:
<br />Check Valve
<br />(E):
<br />Existing
<br />EW:
<br />Extracted Groundwater
<br />FIT:
<br />Flow Indicating Transmitter
<br />FL:
<br />Flowline
<br />GPM:
<br />Gallons Per Minute
<br />GPR:
<br />Ground Penetrating Radar
<br />GW:
<br />Groundwater
<br />HDPE:
<br />High Density Polyethylene
<br />HP:
<br />Horse Power
<br />H&S:
<br />Health & Safety
<br />IBC:
<br />International Building Code
<br />LS:
<br />Level Switch
<br />LSH:
<br />Level Switch High
<br />LT:
<br />Level Transmitter
<br />MS:
<br />Main Switchboard
<br />(N):
<br />New
<br />PI:
<br />Pressure Indicator
<br />PLC:
<br />Programmable Logic Controller
<br />PSI:
<br />Pounds Per Square Inch
<br />PVC:
<br />Polyvinyl Chloride
<br />SCADA:
<br />Supervisory Control and Data Acquisition System
<br />SCH:
<br />Schedule
<br />SDR:
<br />Standard Dimension Ratio
<br />SP:
<br />Sample Port
<br />TBD:
<br />To Be Determined
<br />TP:
<br />Top of Pipe
<br />TYP.:
<br />Typical
<br />UBC:
<br />Uniform Building Code
<br />VFD:
<br />Variable Frequency Drive
<br />GENERAL NOTES, LEGEND, AND ABBREVIATIONS
<br />WELL DESTRUCTION DESIGN
<br />503 BENJAMIN HOLT DRIVE
<br />LINCOLN CENTER, STOCKTON, CALIFORNIA
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<br />SECTION AND DETAIL NUMBERING SYSTEM
<br />0
<br />1) SECTION CUT REFERENCE
<br />SECTION NUMBER
<br />2
<br />C1
<br />RAWING ON WHICH SECTION APPEARS
<br />2) DETAIL REFERENCE
<br />7
<br /><RAVVETAIL NUMBER
<br />ING
<br />ON WHICH SECTION
<br />APPEARS OR IS CALLED OUT
<br />LINE DESIGNATION
<br />LINE SIZE (INCH)
<br />FLUID DESIGNATION
<br />TERIAL DESIGNATION
<br />4 -EW -PVC
<br />Geosyntec
<br />consultants
<br />3043 GOLD CANAL DRIVE, SUITE 100
<br />RANCHO CORDOVA, CA 95670 USA
<br />TELEPHONE: 916.637.8048
<br />L53
<br />C
<br />FBI
<br />E
<br />DATE: SEPTEMBER 2023 F
<br />PROJECT NO.: SAC111K
<br />FILE:
<br />Lc_oasgno,awmgs aan
<br />DRAWING NO
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