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Fort Walton Beach Ordinance — 1750 sale real property 109 Ready — reading text

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: il\!\ ::\:-: m<3 u 3~~: w ~~ l( ~ J If ~ 1~ ~~:---~--- ~ ~ ~ " ~" ~ ~: z~ o n. UI 5: ;: ~ ~ ~ oC{ ( j J ->" 1 ~ ~ : ,') II I II J 0" I if ~ ~ ~ ~ ~ ~ -';! 1 w I ..; 51<3 ~ ~ ->" I a: -) j , j -) j -) I I ~ ~ I a" OH Aor3^ 01 o'[] J t ODD 1= z w c in w a: tl I'I Monitorin~ Well Installation. Six shallow monitoring wells ( 4 temporary and 2 wells were installed for groundwater permanent) and three deeper monitoring wells were completed as temporary sampling. The four remaining shallow monitoring steel casing with 5- foot long wells and were constrJcted of 2- inch stainless i! Each of the shallow wells was installed stainless steel wire- wrapped well points. to an approximate depth of 15 feet with a rotary drilling rig using hollow- stem I to an approximate depth of 40 feet The deeper wells were each installed Ic il augers. using hollow stem augers. All permanent wells were completed with 10- foot slotted schedule 40 polyvinyl chloride ( PVC) PVC screens constructed of 2- inch- diameter screen interval was filter material. The well borehole annulus opposite each I; ! j packed with 20/ 30 grade silica sand. In each well completion the filter pack seal, which for the permanent wells, was followed was topped with a I- foot bentonite to land surface. Each temporary well' s annular space by portland cement grout to form again topped with bentonite I was then backfilled with auger cuttings a surface seal. and Permanent well surface completion consisted of steel above - grade concrete was embedded in a 2- foot square well protector with locking cover that above- locking well protector Temporary wells were completed with an grade II pad. that was embedded in the surface bentonite seal. They were also completed as constructed of 2- inch- diameter PVC. Upon completion, permanent wells and were sediment- free each well was developed with centrifugal pump until it produced II water. Well data can be found in Table 4. completion ABB- ES obtained permits for proper After the completion of the sampling program, Northwest Florida Water wells from the abandonment of the temporary monitoring The temporary wells were abandoned by removal and Management District ( NWFWMD). specifica- in accordance with NWFWMD grouting the borehole with Portland cement tions. monitoring wells, the three The new pre- existing onsite Groundwater Sarnplin~. and well at Waste Management Systems, monitoring wells, a pre- existing monitoring The groundwater 11 the city production well were sampled sample locations are described in Table for laboratory analysis. 3 and illustrated in Figure 3. were collected after the well was purged with Each of the monitoring well samples Ir,'j a with a TeflonN bailer. The samples for organics analysis from were collected with monitoring wells for metals a Teflon~ bailer. Sample fractions collected The with a peristaltic pump using new TeflonN tubing. analysis were collected II production well was sampled a from the spigot nearest the well. minimum of four well volumes of water was from each Prior to sampling, well. In addition, purged parameters field to confirm

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