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<br /> 		.4`tlrr+ri    #'Tiki4�.Na!#it.   kt•is#   '*'}      {'w `', �.      '�i�      ri  						r�
<br />		rrinking4� 	"+  "�     													4-lnlg� to a
<br />       			vt      T'		`}6iA  ghat- i   very   m      an   and we  can coil
<br />    					y.;the,    o nt o   recirculation.    I f     u take- the highly nitrof led
<br /> 		certai��   �    re �		..      					�      		�
<br />		waste and. nitrate.. Brom the  effluent. of the plant  send it back into the anaerobic
<br /> 		portion o '. the plant you get more dnitrofication and  so we can balance the nitrate
<br /> 		removal -to meet the needs without going   to complete denitrofication,    o go to com-
<br /> 		plete dein trof cat on ve can get it down to one  or two but that's, a tremendous
<br /> 		cost  factor,    arid-  " .'  ` atremendous operation adn you can it down to the drinking
<br />		water  standards._without doing    let.  Mr.  Buckingham,  said that that       what  the
<br /> 		Board i s  looking forand he thought that perhaps Mr.  Dobi6  could  appreciate that. as
<br />		well   as-th  Beard,nth the type of water supply that we have on the Cape and this
<br /> 		proliferation of large pro,iects comm   under one unit,  it's the best way I  can
<br /> 		think of it   it has us all c n erred.   Mr.  Dobi e p" Well what you t re doing is if      	{.
<br /> 		you  take, your s sme development.with  septic  tanks  and  leeching fields and put  this
<br /> 		in with this treatment plant you will be putting in only about   3% of the organic.
<br /> 		l ol.ut .nts,  you' will be  getting about	removed,  of the organic polutants,  the
<br /> 		so-called  BOD and COD of the waste and we will be   obtaining almut  	educt.ion o
<br /> 		the total -nitrogen.    If you go to Sea Crest you will  see the effluents going into
<br /> 		the treatment plant the  same thi ng that  goes  into a le e cb ing   field  .i f you look at
<br /> 		that  and then look at the effluent going out there's     tremendous   if`�' r~ence.'.'
<br />		Mrs.  Anderson asked how often testing is done  at the   plant,  Mr.  Dobe  said the
<br /> 		State  is. in their guidelines the regulations,  testing monthly at  least,  certain
<br /> 		tests will be done monthly,,  dertai n tests will be dome daily.    Basically,  ghat
<br /> 		the  guidelines  spay is that'.the consulting engineer,  in the  initial  start-up,  have
<br /> 		to inspect  it and  submitreport  like every two creeks,  mig t' be even every week,
<br /> 		for the  first three months and -every two weeks  for a period and than it  slacks
<br /> 		off.  On the other- hand'the regulations  say -that  a licensed operator which  is a
<br /> 		skilled person must visit the plant every day .-'o   th---.,ce   3   11o�Ar     pie 'has. to do
<br /> 		some. basic,  minimum tests  �  thea monthly samples have to be  collected and  sent to
<br /> 		a li cen sed  laboratory to do things 'like  BOD,  COD,  nitrogen series. and that's the
<br /> 		only place I   think the   regulations are light  you 40might want  to' since you're   in-
<br /> 		terested in Nitrogen you might want       add  .n your' approval, that they do nitrate,
<br /> 		organic .nitrogen and e=onia it really isn't any more work once they've  got  tie
<br /> 		samples.    Thee  State   regulations only ask for nitrate,  Most people do it  anyvaq.
<br /> 		Knowing what your nitrate i s,  is  like having a pile of money in your fist and
<br /> 		knowing what you've got in your fist,  you have no idea of what#s  in the pocket.    r
<br />		Mr.  Buckingham,  "One thing I was wondering,  I would take it then that  in the  for-
<br /> 		mation   of responsibility   of condominium management  that the requirements  of manage-
<br /> 		ment  of the plant would thea be passed on   to the homeowners group or. . . .so that you
<br /> 		always have a central body responsible*"   'Mr.  Dobie  stated   that  DDS , would not
<br /> 		approve of them othervise5    you jut can't  take  a bunch of people. and put them to-
<br /> 		gether.ether.   Mr.    ikon asked ghat was done with  the residue*   Mr.  Dobie explained with
<br /> 		this  system     that  clarifier that  comes after the   rotating biological contactor
<br /> 		settles thalle  sludge to   #, Le bottom   a.rie  a y    _ Ftp  -es  t, �a    .iere  ix�f    :e 'e are  ski=ed
<br />      																					{�
<br />   		' '�      		sol-idstne      	i�'l    F    	C/LJ.A._Y_      ri - %     �` 1    fti }�5   ..�  	a.*Lr  �  •-f'  	}    ?v  �f{
<br /> 		an   g0.a2r �s y.fr  sludge holding tank and you get  quite a.bit of anaerobic  composition 		,a
<br /> 		in that tank and once or twice a. year that  residue  from the   septic tank.,  the  same
<br /> 		aff you would in any septic tank  (Large  commercial  facility)  is pumped and   taken  		41
<br /> 		whereever  septic Iramping goes.   Nor.  Wilson  questioned how determination, in made as
<br /> 		to the   number of gallons of sludge there may be.   Mr.  Dobie aaered that the tank      	'
<br />     																					s_F.
<br /> 		that holds the  sludge is about twelve hours detention on the project,  so in this case 	::4a
<br /> 		it would be 20 to 25   thousand gallons,  and a residential complex like this is usually       h:
<br /> 		pumped once a   year,  so you'd have about twenty five thousand gallons a year.  Mr.  Wilson
<br /> 		asked if  the  sludge could be used  for ferti  er;   Messrs.  Dobie,  Lawrence and  Buckingham
<br /> 		all agreed that the nitrogen content,  if properly treated it   could be   used as a soil
<br /> 		co   itloner,  but it would not be a fertilizer,,  it would not be high enough in phosphorous   r
<br /> 		or nitrogen to be considered fertilizer,  if properly composted or thermally treated or
<br /> 		whatever method ccm mon t   doing that  it could be use as a soil c end t . her anc� it's not
<br />   			`
<br /> 		economically feasible to do that  for  such   small qu ntities&
<br />
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