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DWR_3373598
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Last modified
1/15/2019 2:26:22 PM
Creation date
1/15/2019 2:24:46 PM
Metadata
Fields
Template:
Dam Safety
Document Date
10/29/2018
Document Type - Dam Safety
Report
Division
5
Dam ID
380236
Subject
HAWLEYS POND DAM - SUBSOIL STUDY
DWR Send/Recipient
ALAN MARTELLARO, DIVISION ENGINEER
Outside Send/Recipient
H-P KUMAR; RESOURCE ENGINEERING; V. HAWLEY SMITH JR.
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-5 - <br />performed on a regular basis to evaluate the compaction level and compliance with the project <br />specifications. <br />LIMITATIONS <br />This study has been conducted in accordance with generally accepted geotechnical engineering <br />principles and practices in this area at this time. We make no warranty either express or implied. <br />The conclusions and recommendations submitted in this report are based upon the data obtained <br />from the exploratory borings drilled at the locations indicated on Figure 1, the proposed type of <br />construction and our experience in the area. Our findings include interpolation and extrapolation <br />of the subsurface conditions identified at the exploratory borings and variations in the subsurface <br />conditions may not become evident until excavation is performed. If conditions encountered <br />during construction appear different from those described in this report, we should be notified so <br />that re-evaluation of the recommendations may be made. <br />This report has been prepared for the exclusive use by our client for design purposes. We are not <br />responsible for technical interpretations by others of our information. As the project evolves, we <br />should provide continued consultation and field services during construction to review and <br />monitor the implementation of our recommendations, and to verify that the recommendations <br />have been appropriately interpreted. Significant design changes may require additional analysis <br />or modifications to the recommendations presented herein. We recommend on-site observation <br />of excavations and foundation bearing strata and testing of structural fill by a representative of <br />the geotechnical engineer. <br />Respectfully Submitted, <br />H -P; KUMAR <br />Steven L. Pawlak, P.E. 16 2 2 2 <br />Reviewed by: <br />DEH/ksw <br />cc: Resource Engineering — Attn: Eric Mangeot ericm@resource-eng.com <br />Project No. 18-7-599 <br />
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