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Thank you. <br /> William Little <br /> California Professional Geologist#7473 <br /> Advanced GeoEnviron mental, Inc. <br /> Environmental • Industrial Hygiene • Geotechnical • Contracting <br /> Phone: 800-511-9300 <br /> Fax: 888-445-8786 <br /> wlittle(a advgeoenv.com <br /> www.advqeoenv.com <br /> This email/fax message is for the sole use of the intended recipient(s) and may contain confidential <br /> and privileged information. Any unauthorized review, use, disclosure or distribution of this email/fax is <br /> prohibited. If you are not the intended recipient, please contact the sender by email/fax and destroy <br /> all paper and electronic copies of the original message. <br /> From: Frank Girardi [EH] [mailto:fgirardi@sicehd.com] <br /> Sent: Monday, May 4, 2015 11:06 AM <br /> To:William Little<wlittle(a@advgeoenv.com> <br /> Cc: Rodney Estrada [EH] <restrada@sicehd.com> <br /> Subject: RE: 11075 W Larch Rd Nitrate Loading Study SR0071012 <br /> Hi Bill, <br /> Just checking on the status of the NO3/SSS...Thanks <br /> Frank Girardi, Lead Senior REHS <br /> San Joaquin County Environmental Health Department <br /> 1868 East Hazelton Avenue <br /> Stockton, CA 95205 <br /> (209)468-3420 <br /> (209)464-0138 (fax) <br /> e-mail: fgirardi@sicehd.com <br /> http://www.sigov.org/ehd <br /> From: Frank Girardi [EH] <br /> Sent: Friday, February 20, 2015 10:42 AM <br /> To: 'William Little' <br /> Subject: RE: 11075 W Larch Rd Nitrate Loading Study SR0071012 <br /> Bill, <br /> The EHD criteria for Nw shall include the raw sewage w/out loss factor(ie: 85 mg/1 commercial restroom, etc).The loss <br /> factor(d) is applied in the Hantche equation for denitrification in the soil only, and not the septic tank.typically 20-25 <br /> percent. Hope this helps...Frank. <br /> From: William Little [mailto:wlittle@advgeoenv.com] <br /> Sent: Thursday, February 19, 2015 4:37 PM <br /> To: Frank Girardi [EH] <br /> Cc: Rodney Estrada [EH] <br /> Subject: RE: 11075 W Larch Rd Nitrate Loading Study SR0071012 <br /> Frank: <br /> 3 <br />