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The second area of concern raised by several c❑mmentors was the poten <br /> - <br /> ti al nutrient loading to the adjacent surface water bodies - Trout Pond and <br /> the Mashpee River. The Division shares this concern and has taken the <br /> following position. The final Environmental Impact Report approved by the <br /> Secretary of Environmental Affairs and supplemental data submitted by <br /> todberg, Zoina Associ ares as part of the Fields Point Corporation 's <br /> Ground--Water Discharge Permit Application detailed the hydrogeol ogy of the <br /> affected area and projected hydrologic and water quality impacts at various <br /> discharge rates . A careful review of these data by the Division indicated <br /> that at the proposed daily flow of 39,000 gallons per day (gpd) the <br /> impacts to the surface water bodies would be minimal . However, it is also <br /> the opinion of the Division that higher flows (i , e. greated than 39,000 <br /> gpd) may indeed create hydrau l.i c changes with respect to the local ground-- <br /> water flow regime, particularly in combina t*on wi th other proposed <br /> discharge in the area, and increase the nutrient loading to the surface <br /> water bodies . <br /> Neither of these issues was addressed in the f final EIR to the <br /> Division ' s satisfaction. To ensure that these important issues are ade- <br /> quately addressed, the Division has included` the foil❑wing previsions in <br /> the Ground-'nater Discharge p er�� i . <br /> a. pec tion I.A. - Ef+l cent imz is <br /> Flow, cu. M/day U�GD1 I.6 (0.039) <br /> b. Sec tion C. - 5uppl omental Conditions <br /> ";"r;z permittee mus t apply +7r and be issued a new Ground-Water <br /> Di <br /> SGnarge ?ermi for any �a ture expansion of the C i I i ty beyond <br /> he capacity specified ^erLin. iritten approval by means of a new <br /> peri t <br /> must 5e obtained prier to any construC tion or modif icati❑ns <br /> to i ncy-ea5e the capacity ❑f the facility. " <br /> In addition the Fields Paz nt Corporation is aware that <br /> ni trif ication/denitrif ication must be provided and that additional round- <br /> . 9 <br /> water flow modeling and a dotal l ed ground-water quality evaluation will be <br /> required documen to t ion for any request to increase the permitted flaw from <br /> the facility. S.�ou id a new per�mi t be reques ted, public l is not ice and a thirty <br /> (30) .� r c ca nment per 1 od qi I l ..e racu i red in -ccor dance wi -h 314 CMR <br /> 2,06. <br /> I n su�-�mary, e Di��i s ion ' s pos i t ion *s that the dccumen� tion pre- <br /> 7'sen ted in the r 7R orov i des an adequate or�� i ronnen to l assessment of the <br /> -' potential fm acts the round eater and surface w '&r } "the . <br /> 9 a�.�. s a_ �h� permitted <br /> flow f �` '�- o • <br /> r` o .�9,GCo d. 'dd* 4i nal h cro ealo is <br /> >: 9P y g 9 . ' and env 1 ronmenta l study and <br /> plan moCifications to orovide advanced :qastewater treatment will be <br /> required be`ore any increase in flow can be r-onsidered If <br /> �- all of these <br /> = z c❑nd i t ions are satisfied, a new permit inus t be sou ht and th normal public <br /> g e n oma <br /> comment per iod wi l l be part of that procedure. <br />