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Agmt03 Bay Area Geotechn... (2)
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Agmt03 Bay Area Geotechn... (2)
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Last modified
4/24/2008 3:03:18 PM
Creation date
12/1/2003 10:49:10 AM
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Template:
Agreement
Contractor Name
Bay Area Geotechnic Group
PROJECT NAME
soil evaluation at 929 & 949 Nob Hill Road
RMP File Number
304.5
Date
11/26/2003
Box
6585
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City of Redwood City Proposal No. 03-187 <br />September 18, 2003 Page No. 3 <br /> <br />not confirm whether they had been installed as shown on the subdrainage plan. Shannon and <br />Wilson's plot plan also shows two horizontal drains emptying onto the slope below the slide scarp. <br />While we could not find these drains, we did find one clump of pampas grass in the general vicinity <br />of where the plan shows the horizontal drains should be; however, the surface soils in the area were <br />not noticeably wet. <br /> <br />We also found covers for the five piezometers installed in the sidewalk area along Nob Hill Road <br />and at the end of the cul-de-sac. These piezometers are located on Plate 1, and were identified on <br />Shannon and Wilson's plot plan as "Borings and observation wells by others, Dec. 1966;" however, <br />no boring logs are available for these piezometers. The first three in the sidewalk area had a small <br />round cast metal box with a "water" cover above a vertical, plastic pipe with no top cap. Boring or <br />Piezometer 1, in front of Lot 15, was found to be 39 feet deep and dry; Boring 2, located near the <br />two lots' common property line, was completely filled with dirt up to the ground surface; and <br />Boring 3, located in front of Lot 14, was open to only 14 feet below the ground surface, with the soil <br />at the bottom of the hole being wet. A cast metal "sewer" cover was found within the street close <br />to the locations of Borings 4 and 5 shown on Plate 1. During later site visits, on September 15 and <br />17, 2003, (after City personnel had removed AC pavement partially covering the boring and opened <br />the cover) we observed the water level at Boring 4 to be about 28~A feet below the street level, with <br />the hole open to a depth of about 4356 feet. At Boring 5, the water level was measured at 4 feet <br />below the pavement surface, with the hole open to a depth of 4056 feet. <br /> <br />In addition, we also observed two "City Monument" covers within the street, which agree well with <br />the two locations (A and B) shown on the Subdrainage Plan, where a permanent 6" well casing was <br />to be installed within the drainage gallery. We opened these two covers and at both locations found <br />a 6-inch, steel casing with a rusted lid, but no lock as shown on the referenced Subdrainage Plan. <br />At Location A (southern end of drainage gallery), the water was measured at 47'A feet, with the <br />bottom of the open hole measured at 49¼ feet. At Location B (northern end), the water level was <br />measured at about 44½ feet, with the bottom of the hole measured at 45¼ feet. This water depth <br />contrasts sharply with that measured in the standpipes at Borings 4 and 5, which are roughly 20 feet <br />and 55 feet, respectively, away from the well casing at Location B, and therefore brings into question <br />whether it's the drainage gallery or the two piezometers that are not functioning properly. <br /> <br /> <br />
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