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CORRESPONDENCE_2005-2006
Environmental Health - Public
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EHD Program Facility Records by Street Name
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WAVERLY
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4400 - Solid Waste Program
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PR0440004
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CORRESPONDENCE_2005-2006
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Last modified
4/17/2025 10:07:54 AM
Creation date
12/30/2021 9:47:56 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
2005-2006
RECORD_ID
PR0440004
PE
4433 - LANDFILL DISPOSAL SITE
FACILITY_ID
FA0004517
FACILITY_NAME
FOOTHILL LANDFILL
STREET_NUMBER
6484
Direction
N
STREET_NAME
WAVERLY
STREET_TYPE
RD
City
LINDEN
Zip
95236
APN
09344002
CURRENT_STATUS
Active, billable
SITE_LOCATION
6484 N WAVERLY RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\cfield
Supplemental fields
Site Address
6484 N WAVERLY RD LINDEN 95236
Tags
EHD - Public
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3.03.3 Borehole Diameter and Depth <br /> A. The borings for monitoring well installation shall have a minimum <br /> diameter of 8 inches and shall permit at least 2 inches of annular space <br /> between the boring wall and all sides of the centered riser pipe and screen. <br /> Approximate depths of individual borings are indicated on the drawings. <br /> The actual depth of the monitoring well will be established by the <br /> Engineer based on site conditions. <br /> 3.03.4 Screen,Well CasingfRiser Pipe Placement <br /> A. The monitoring well screen length shall be as shown on the drawings,with <br /> specified bottom cap securely attached, set to the appropriate depth. The <br /> bottom of the well screen shall be placed no more than 3 feet above the <br /> bottom of the drilled borehole. The well screen shall be placed in the <br /> borehole as shown in the drawings. The screen and well casing/riser pipe <br /> sections shall be joined by flush threaded watertight joints. The well <br /> casingtriser pipe shall extend upwards from the screen to an elevation as <br /> shown in the drawings. The well screen and riser pipe shall not be <br /> dropped or allowed to fall uncontrolled into the borehole. Joints and <br /> fastenings shall be watertight and flush threaded;-solvent glue or set <br /> screws shall not be used. The well shall be plumb, and centered in the <br /> hole by the use of stainless steel centralizers,in accordance with paragraph <br /> CENTRALIZERS. The centralizers shall be spaced 120 degrees apart at <br /> intervals not exceeding 50 feet along the length of the casing. Centralizers <br /> shall not be placed on the screened interval or within the bentonite seal. <br /> The alignment of the well shall be verified by passing a 5 foot long section <br /> of rigid pipe 1/4 inch smaller in diameter than the inside diameter of the <br /> casing through the entire well. If the pipe does not pass freely,the well <br /> will not be accepted. The pipe section shall be thoroughly cleaned with <br /> high pressure hot water prior to each test. Temporary casing, hollow stem <br /> augers or other measures shall be used, as necessary, to prevent collapse of <br /> the boring against the well screen and well casing/riser pipe prior to <br /> placement of the filter pack and sealing materials. A cap shall be installed <br /> on the top of the riser pipe. <br /> 3.03.5 Filter Pack Placement <br /> A. After the screen and well casing have been concentrically placed in the <br /> hole,the approved filter pack shall be constructed around the screen by <br /> filling the entire space between the screen and the wail of the hole over the <br /> selected screened interval. The lowermost 6 inches of filter pack shall be <br /> placed in the boring prior to installation of the well screen and shall serve <br /> Foothill Landfill Site Improvement Project 6 GROUNDWATER MONITORING WELLS <br /> San Joaquin County Public Works Section 02522 <br />
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