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HomeMy WebLinkAboutDEQ-CFW_00007211From: Goyb'Ju|ie [/D=NCMAL/OU=EXCHANGEADMINISTRATIVE GROUP (FYD|BOHF2]3PDLT)/CN=REOP|ENTS/CN=JULIE. GRZYB] Sent: 6/2/20II9:24:38PM To: Templeton, Mike [/O=NCMA|L/OU=EXCHAN6EADMINISTRATIVE GROUP (FYD|8OHF233PDO)/CN=REOP|ENT3/CN=K8|KEJEMPLETON] Subject: FVV: Fiscal Note evaluation NPDE5VVVVmetals Attachments Fiscal Note eva|uadon-NPDE3VVVVmetals IO1I(ver6-Z-2O1I).doqTABLE A Active Individual Permits wastewoter(6- Z-IO1I).x|s;TABLE 8 NPD[3Effluent Limits for Pretreatment POTVVs.x|sx;TABLE F GVVremediationfad|itiesx|ox; Water Treatment P|ants.x|s; Fiscal Note eva|uation-NPDE5VVVVmetals Z011(ver6-I-ZOII).doc Mike, FYI, since you may have to analyze possible treatment options for impacted facilities. To: Reid, Dianne; Brower, Connie Cc: Poupart, 3eff; Matthews, Matt; BeInick, Tom Subject: Fiscal Note evaluation - NPIDES WW metals Attached bthe latest version ofmyanalysis ofthe proposed regulation's impact onNPDESpermits. I have inserted the industrial sections (majors & minors) directly into the body of the report. All the tables are attached in this email as well. Connie, | tried to correct some of my numbers so that iswhy you will see some slight percentage changes. I would be glad to tell you exactly how I made these calculations Two points: 1) Jeff has discussed what isneeded from Pretreatment Pretreatment Permhteesimpacted at1Oin-stream and 10 effluent hardness verses Pretreatment Permittees impacted at median in -stream and median effluent hardness. | will insert that inmyreport when they are finished. 2) Dianne regarding Chuck's question on how my analysis would change if median hardness values were used. My report isbroken into six sections asfollows: Municipal WW'17Ps 295 (128Pretreatment POTVVn; 121 minor municipals; 4Omajors wiUhoutpmtneaUnontpmgremu) luduobda|W\y7Pemajor —SG Industrial 9yW7Peminor - !S| Private |0OY6dorneeUoW\y7Pe-48? Groondvva1arrannorhatioo rhaohurgoo - 38 Water TraoknouiPlant discharges - 819 Just soeveryone bclear I did my review assuming a hardness value of 25 mg1L for all groups except Municipal majors with Pretreatment Programs. For thePretreatment POTVVsw/ewere able to find enough effluent hardness values to establish a 1OY6hardness and a median. | can certainly re-evaluate the 4G majors under both scenarios and extrapolate to see if similar differences would change groundwater and VVTP facility results. | will try todothis over the next 3-4 weeks. Ifyou have any questions onthe attachments, please let meknow. Julie OEQ-CFVV_00007211 Julie A. Grzyb, Environmental Engineer NC DENR / Division of Water Quality / Surface Water Protection Section NPDES Complex Permitting, Point Source Branch 1617 Mail Service Center, Raleigh, NC 27699-1617 919/807-6389 (wk); 919/807-6495 (fax) "Please se mate, my email address has changed to °ulie. rz dncdenr. ov E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties. DEQ-CFW 00007212