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SU0012915
Environmental Health - Public
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EHD Program Facility Records by Street Name
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2600 - Land Use Program
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GP-85-8
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SU0012915
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Last modified
1/15/2020 3:57:43 PM
Creation date
9/4/2019 11:16:04 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0012915
PE
2691
FACILITY_NAME
GP-85-8
STREET_NUMBER
35180
Direction
S
STREET_NAME
CHRISMAN
STREET_TYPE
RD
City
TRACY
Zip
95377-
APN
25327017
ENTERED_DATE
1/15/2020 12:00:00 AM
SITE_LOCATION
35180 S CHRISMAN RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\C\CHRISMAN\35090\SU-85-2\IMP PLN.PDF
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EHD - Public
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ADDENDUM NO. 1 <br /> 'i'ECHNIC:AL SPECIFICATT014S <br /> FOR <br /> WATER WELL (DOMESTIC) <br /> T-8. 1 GENERAL <br /> Furnish all mate:rlals, labor, equipment, transportation and <br /> services required to construct a minimum 22-inch rotax•y drilled <br /> gravel envelope well , using conventional or reverse circulation <br /> method. <br /> T--8. 2 MATERIALS FURNISHED BY CONTRACTOR <br /> A. The well caCinq shall be manufactured in accordance with <br /> ASTM Designation A--139 Grade B or approved equivalent which <br /> contains a minimum of 0. 200 of copper, to increase corrosion <br /> protection. Twelve ( 12) inch casing shall have a minimum one- <br /> quarter inch wall thickness and collars with a mininum of 5" <br /> in width (welded to the casing) . 'Twenty-tour ( 24) inch conductor <br /> casing shall have a minimun fire sixteenths inch wall thickness. <br /> The casing shall not have 1.10re than two ( 2) circumferential <br /> seems in 30 feet. Section ends shall. be Tmachined flat and <br /> perpendicular to pipe axis. <br /> B. Plug. !"he bottom of the cw.s_J ng string shall be fitted with <br /> a grounded closed shoe or plug . <br /> C. Gravel . Gravel shall be cor.;;eased of sound , durable , we <br /> ll <br /> rounded particles, cont,.ai ninLj I,o ceramic matter or other <br /> deleterious material . Gravel. shall be well graded within the <br /> following limits with minor variations as approved by the <br /> Engineer which ray be required dues �.o the graduati.on of material <br /> in strata ellc:ountered. <br /> Percentages Passing Screens Nos. <br /> 3 j8„ 3 4 a 16 io <br /> 1001, 90-100% 65-80% 10-200 1-0. 5% 05 <br /> D. Drilling Fluid. The drilling fluid shall consist of a <br /> fresh water- hose mud with bentonite or other approved (approval <br /> shall be by the Engineer or County) high yield clays. Drilling <br /> with water alone, or a mixture of "Tater and unpr,:�cessed mud, <br /> clay or other materials, will not be permitted unless the <br /> reverse circulation method is employed . Drilling fluid <br /> properties shall be adequate to seal off the walls of the hole to <br /> prevent caving of the bore hale , and to permit recovery or <br /> representative samples of drA l cutti.ngs. The contractor shall <br /> maintain careful control with an hourly log of- ,+eight, viscosity <br /> and water loss . The use of USED drilling fluids or additives is <br /> prohibited . <br />
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