Laserfiche WebLink
r1 <br /> Aitanrn Rithudd Ctunpam <br /> #4111 <br /> ARI�I)ti�ttie� StaueutIGi liard�n�kil�d tiikiuu� ( A Lieu I[,, S 20411 <br /> Response guidelines (CCR l'ltle 8 Section 5192) SECOR leas <br /> prepared a Site-Specific Health and Salcty Plan pnor to the <br /> commencement of fieldwork The Site-Specific Health and Safety <br /> Plan will be reviewed by [tic field stafl and contractors before <br /> beginning field operations at the, trite incl Is included as Attachment B <br /> • Soil Borings Tv,,o Soil hol ln`�s will be. dl illccl al the. locations sho\\ n <br /> on f=igure 2 using 8-inch dlamctci hallo\\-sten) auOcrs l he Sc)il <br /> bomig-, will he dulled to a total dcptl) of 80 Icct bgs ind \vIll he <br /> continuously logged Ilom 20 lee[ btls tci the total depth of the bminsgs <br /> Depth discrete soil and water san)plcs \\Ill he collected at 40 feu h�a, <br /> 60 feet bas and 80 feet bgs using a Simulprobe o1 similar type <br /> sampling device Additional soil and water samples may be collected <br /> depending on the lithology encountered Upon completion of drilling <br /> the bonngs will be backfilled with cement grout from the bottom oI <br /> the bonngs to the surface The need for future deep, discretely <br /> screened monitoring wells will be evaluated based on the results of the <br /> Simulprobe samples <br /> Groundwater Monitoring Wells. Five groundwater monitoring <br /> wells will be installed at the locations shown on Figure 2 The wells <br /> will be drilled to a depth of approximately 40 feet bgs using 8-inch <br /> diameter hollow-stem augers. Groundwater is anticipated to be <br /> encountered at approximately 27 feet bgs The wells will be <br /> constructed of 2-inch diameter schedule 40 PVC pipe and will be <br /> screened from.approximately 20 to 40 feet bgs <br /> • Permitting The applicable permits for groundwater monitoring <br /> wells will be obtained from the SJCEHD,encroachment permits <br /> from the City of Stockton,and access agreements of local property <br /> owners will be obtained prior to dnllmg. <br /> • Soil Selection and Analysis. Soil samples will be collected at 5-foot <br /> intervals and will be sent under chain-of-custody procedures to a <br /> California State-certified laboratory Selected soil samples will be <br /> analyzed for TPHg using modified EPA Method 8015, benzene, toluene, <br /> ethylbenzene, xylenes (BTEX) using EPA Method 8020, and oxygenates <br /> MtBE,DIPE,TAME,ELBE, TBA, 1,2 DCA, and EDB by EPA Method <br /> 8260 <br /> • Monitoring Well Development and Sampling. After installation, <br /> the monitoring wells will be developed by rigorously surging the <br /> well over the length of the screen interval and by purging <br /> approximately 10 casing volumes of water After well development, <br /> 077 43286 310✓wPLAN3 doc <br />