COMPLIANCE INFO_1985-2007 - Laserfiche WebLink

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Oct 16 07 07:20p Sheila Wallace 9256897921 p.11 termination assembly is to be installed in such a manner that the rubber portion of the assembly is 4 inches clear of the top rock. After the primary piping has been installed, the conduit system is to be sealed. 2.3.21 The new primary vent Line shall be Environ GeoFiex-D, PGF -2150-D, 1-1/2" double walled flexible piping. The vent piping shall be installed using an Environ SPC -0150 swivel coupling and SFA -1515 adapter. One STB -0150 standard test boot will be required to complete the installation. An Environ RRD-4015-D reducer donut will be used to seal the vent line at the fence post. Please note that the test boots and conduit system at the fence post and the turbine enclosure shall be permanently sealed. A new pressure vacuum vent, E13W P/N 802-303-02 shall be installed upon the existing vent riser. Please note that the existing vent riser may need to be extend. 2.3.22 Upon •1 IY •p. - \ • 1 Yall piping installation, pipingincluding the - ' -t % u t shall 1.. tested, per Environ Specifications.1'.' Twbine shall be hydrostatically tested per VERIZON Specifications. Signed docunicutation with the VERIWN Field Engineers signature is required to be submitted with final UST Upgrade Documents. In addition to the VERIZON requin:41 test, -the Conwactor will also 1.. required tocomplete any additional:. :/ e1 by W Department during the construction period. All lests shall be property documented and all must be witnessed by the VERIZON Field Engineer 2.3.23 The fuel line trenches shall be a minimum depth 18" and the fuel lines are to have a minimum of 3" of 3/8" to 3/a" pea gravel, above and below the 4i' conduit piping. The conduit shall have a mininnan of 1/2" per foot fail to the turbine and shall be graded to lie on straight plane without dips or rises. The pea gravel is to be completely encapsulated in filter fabric 3401 or 3341 / Hoechst Tmvira 51120 / Phillips Supac 4NP). The remaindu of the trench shall be filled to match the base material grade with 1-112" w/fines Class "A" Limestone road base. Material to be compacted to 95% compaction using a mccharical compacting device. Then Tap Rock shall be installed to match the existing material in size and color. The Top Rock shall be vibe plated after instatiation. Please note that samples are to be snbraitted to the VERiZON Field Engineer for approval on pea gravel, base materid and top rock before the material is delivered to the site. 2.3.24 The area around the UST turbine enclosure is to 6e back filled with 3/8" to 1" smooth pea gravel to a depth of 1 foot above the top of the UST or 4 inches above the associated UST piping, which ever one is greater. The pea gmvel shall be covered and sealed around the edges with geotextile fabric as specified in 2.3.29. The remainder of the accavation. shall be filled to subgrade with 1-1/2" w Class "A" Limestone road base. Material to be installeti in 6 inch lifts and compacted to 95% compaction using a mechanical compacUng devise. Please note that samples are to be submitted to the VERiZON Field Engineer for approval on pea gravel, base matezial and top rock before the matenal is delivered to the site. 11M r; i V{tr , 1► # ..'t: 't: 11: 'J 1.. i \ / i i •.# 11'." • 1 • t: 1.1. iti . . 1 �#. tl- i � 11" i 1' i.• i.'. 1' C'.it v.# r! I..r ' I 1 1. 111 �.. •. n r- •t r �+ - #' tarlr a run: It ' i�l l ' c1 1 11 ii 1.{: ;1' +a ..; - • r- {:w. SI". r... i/. I{- -i,rtt.a:l'. 1. - #.. .a•a