HomeMy WebLinkAbout91-12B RANCHO ESQUON PARTNERS GPA (12)1 F tEl
w
a .n
paF met
lBetye K" rcher P1 w-.}
an'nng pirect.or
St"ua,rt Ede11 Land Develo men�=.Section Public Wotks;
P
sO»cx:
Rancho EL
s:gppn bract E2`,R
r!rax�.
May iS, 1992
i
hur,siiant , to your ay 7, 1'992 request, we' have the f'ollowir
comment on the above me.nt:oned Drat g
f
E"IR.
i
Page 2.-6 2, Section 5.0 . The
include: Propos d, mtigation,shoulc
;.
a) Widening of the,freeway interchange to four Lanes;
Mitigations to
address increased trafEic.to the. West
throe h D:urha
g,
C" ) Mitigations to adazess increased traffic to the east to
Highway 70 or, Paradise.
2)
Page 13'. Storm water design should include dis.char e
requirements set by the
Regional, Water
Board-. 4ualityon rgi„
3j
Page 2-5.1.8 .
g Wetlands should be delineated now to determine
whether or riot the Otoject will "the
fid on si:;te."
Page x``6.23- Traffic noise from an additional 28,525 ADT
de£`intely appears
5
signafican„
Page 3-10. S•tre•e.t improv'ements,. Development
6)
of, 1880 uni"ts
should require sidewalks for ped"es,trari saf"ety:
Page 3 14.:
Subdivasion "maps are approved by th'edyisory
Agency not the Planning ", Depari.ment.
o11 t'
attributed to tie Planning Department. are` theresp.'onsibili
oz the Plael
nning Commission y .
S-4': Same att comment 41: The freeway interchange
needs"maj,ot wo ,k t' alleviate tzafffc congestion.
8 ):
Page. 5, 5. Prod"ecteii- traffic increase 28 52:5. where is the
Orapnsedra£fxc ,routing? They; w.i1-1
9.9 .not all`" go to H:<ghway
9y'
Page B'-2 i3ow wa'$'' the,'Puol'ic Corks And- Fa„cil°sties cost of
62.4"3 ger +'caP a,,( er-Vt*d,Ti,
if yott should": have,'any qu.es A' ns ot; " neeci any addi.t oriaT
in. ormatio.n, ,please.CPA act, thxs offi".ce.,
..'
Very truly yours,
William; Che,Ef
, ectoz pfPublic Warks
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St ua ,
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Ass t Director
S1ds
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PREIJII/�aNAR'Y IIVETICAii<,1V
PROPOSE[? �E5/R�OPtvlENT
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'The Ho mann Carnpar�y
PREIJII/�aNAR'Y IIVETICAii<,1V
PROPOSE[? �E5/R�OPtvlENT
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Table S.,Z Project Cosf:
_..___ _...
fro ased Taei e, o mgnt rnearp4 t
P � aam I
,I
capacity
aoDcim, 0dt
�rn
0.5
d
1.0
I caclvvorI�s
$ _20 Qf)0
210 0'60 '
t7�idaiion AiicYi
.80b 0
540;000
,
eCandary,S di---tationeasin(i
260000,
320 000
RAS/ WE15 Pump Station
150Q00
225';OpO'
Chlorine IIciildin ��
50,0 00�
5,
Chlorine Basiii(3)
110.090
180';OOp:
Sludge,Dr' yring Bdds '
400:1000
650'_;`Op0
t2peratians Bui]dixig 49
9.0000
llaintenance'Buddiig(4)
45,OOa
15 00 o
a
Xard Pliirig
300,000.
75,L000
400000 '
Dispose pi: in
S,tarage.Basins(5j
210,000
330,000
85.000
105:000
Subtotal'.
2060;0C?0
235 Opo.
t
L2indscApibg.(`L.2�/o subJ'
8-0, 0"
1'ectr.
E &,Instr,: (15n/o subj .
309.000
77
485,000
'o al
$`2,394;x00$
3,77.1,000
E8 imating Contingdncy (15��aj;
- 359,b00
$� 566,000'
O.dstion DI{eh constr, Cost$
2;753;000'
$ X4,337,000'
I
EI:�C(6�
$ 20,000
$X.301 x000.
O:sidatian Duch Pro(eirt cast,
3,579,000
$ 5,63$,000
,Su1
pplemer�t Cost
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dor lican
to
and Deniiricatian
,
Oa5?O,$Gos
$ 81$,0,00
Tncr �e tza, oxfclafilOn ditch
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cost or development'of constructed
wetlands)`
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rapo ect. T eveId elAt near Dq�rham
C
t7.ctcitiontpi�it h E lem�nts
ipa;ty'
Ota � p
Cost,fgr Created 4Vetlaxi&520
I'raJeet Cast
000
�-
Ntite�
4,6,19,O0Q ?,274,�pn
cx)Solids toaddn� 25'ft)rdayfsC,
chlorine dose - 25 rng/l�
noon fume — 72 min.;
r
t
i't) „s�,ii ding.stz based; upon X00 sClmgii.
(5) betention i�ne
�G) ELAC Ea
ngiiieering, Leal, AdrnYntytraian1d Consfrpetion Contingency.-
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03* E'4t2'i' gknannJSe� 5
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xa$ie 0,216s3t With Texti&arr xseal merita
proposed Development near Durham`
CApacll� ;'
n:�dation.bitch,Elernenfs 0.5
(rnd)
Frojeci ;Cost from Table, 5.1. 4;r 9A0q
7,274 000
{ Trt%iyreatment
Filter Support't3txll'dinl� $ 170.000
$-
F Iter(28J
170000
139,000
278;000
Subfofl $" 3q.9`,OQO
$' . 448;000
Etimai#xig'Confln�'ency (15!01 $ 46,000
$ 67;000
tertiary Treatment CoOsir, 'Cost $ 355,000
$' 515;000
.EIAC (3;Ooi61 $ 100', 000
154OQ.0:
Tertiary `I'reaixrient Project Cost
P-e6ftct, Cost ft n, 6lu041 Tdrticry r
�.
'i'reatment) 5 b80 . 0
794�
rFafes;. "
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Building cost, bssci ufion Napa factltt toss .
121 > alter sized based upon 3 gpm/square foot:
'.
Filtet.:
cost based;. t?pon..;$1,20�%square. foo
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77
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sFrt ttl.lrcatnthcbactcitoirsgtcal:resiiltsothelast7laysfar,w►tichanalyscs
f
.f d li o-complowd
,
Arilcle. 5.1. Groundwater Recur e
J rticle d. t.antlscape'Orrlgat—Jon
;W2o, Gfauncl torRechargo,
{'
fitJ 1,3! l.andscapa lrrl9atlon. "
t())teclaimcd waleused`farthcu;ir�ect'ait oCglfcour3cs,ccmetbics,
(a), cclaitncdwaterusedfor,groundwaterrechargeofdonttstig;Water
supply agtiifcrs by surfncc spreading shall be ac .IaFgc w of a.quftxlity that
6a*dy landscapes, And )9h4Eapcs to wyther arcus Whtre,4he public'has
"gral. '440cess oreipdsurc,shall be at tail:bares, t dcquatety dtstnfected,
,
fu11y°prole; is puolc ne`altli,`The 5tutc bepantnent of health. SciYicesr
rruot5tmenijattons to'thdke" ion, WatcrQualityControl Aoartls forpro-
an
i]tedtii'astcwatr.IitewasteWaterhalltieconstdaiedade uatcl 'ills
q y..
pD d g'buhdwater trchar t ro'ects ttnd forex ansion of c7ti9litt " m
eels wiU be made g 'p p f3p 1•
rr� cstrd;Ellie atedian tAurriberoCcolit FT, organisms in ihc'effluent'docs
, on ati individual case bats where the use of ret lititred,
rtcdt ced per 100,;millUiters; ntdetetmirEcil &otic tha bacteriolasical
ses ss of the last 7 days farwhiei► analyses have been cam l,cted and the
P
Wate;" utvoI a potential tisk tq pufilic hcnlih
(b) 7itc State Department of Health:Serviccs' rectitritne"ndattons tviU
'
artit of ooCtfarrn arga7isms docs hot exceed 2gO per i (1ti;milGlitera in
aYr,�-tYYtt consecutive sarnpli,�s,
be;hased,on all relevant as of each pfojact, including: the Collowing
factors treatment provided; effluent quulityand `uantnv s "-ad' area
q p
t1) R'cciaimed Waicr used for the. irrigation of parks, playgrounds,
ilyarsis,andothcr
� �'
operattonsp soil characteristics h dm colo
cc to t+iiihdrawaL Y 6 SYt [tsidence-time; nnd,dts-
it
rods where the, public h`assimlaraccessoreti o.
aurexlcull be a0 tuntsanadequatclvdisinfected oxiditcd,coagulated,
c'
t)fheStatcbcpartmento£Htalth5_erYtcesµholdapublichcaring
l z`if, Elite -ed w astrwatcr-ora wasteurater treated b a s nonce :of
Ow �g
prior to ma ins the final dcic'rmtnatio n M garding the puHe hcttlth a3 -
pcctsofeachsrdttndwatcrrechargeprojcct.Fnalrecotnmendations;will
ttmis Cittxesses that wip assure anequivalen(dtgrcc of trcatmentand icii-
abytry, lite vtasuwater shall be considered disinfecfedif
be subntitted to Ehc Regional Water Qualtty Control board to an cxpadi..
ad ua tel Elie
eg Y
mmads num�berofcolif`ormorgan tsmsm: ee4fluentdoesnotexceed22
tpct' 10 mtlltli-i •'�� as'determrnesf horn th.` bactenological resutts
,'
sous manner.
No Authtlr ty cited: Section 208, Health and SafctvcM, , amsecllon 13331,
WaterGxie,
ofthe
rias& days for which anal~+,cs have beet+ ompleted and the b' dr
Reference; Sections :13520 and, t3521,11ater Cady.
Jn .of
rG it3arta organisms does tial exceed Z3 per 100' mifliltters in anysample,
allo'�s rlutltority died. Se23ioot 2b§, Flcahh and Safety Coda
Hisroav
1' New Article 5,1 (Section 66320) filed 9-Z2 7t;; efTectiva,thirtieth day the caf-
ter (Register 78j No., 3 $),
and,Srrciion
�1�?aecC4de Refersncx' Scctmcy 1375�}2q,1t aterCodr 1352!,
V •
2 tonal eacrecuon of. NOTE f led 12=3-s4 (Register 84, i+to; 49).
WORY
;t.Asnrndmtnt Fleci9�-22-78 etixtivo thirtieth day theirafter(itegister78, i!�o.
'
Afticle 5.5. 'Cather Methoos of Treatmee"t'
Article. 5, Recreati�orial im ou dllien 5
p �,
f 60320 5. 6the't Methods of eoidtment,
;x,60315: Nonre9tricted Recreatianal ttnpaUndment
14tetitods of treatment Other than those .included tit this chapter and
reltabilit}�feat4msmaybeacccptcd ftheappitcantdernonatrtitesto,
the sattsfaddon
Reclaimed water used as a source of supply to arnonrestrioted
of the'State Department. of Health that, the taethods. of
rccre-
tttaaaalunpoundmcntshatlbeaialiumes,anadequatelydisinfected,oxi-
treatmeht and reliability features will Assure an.equal degrec;of treattnent
attdreLabilit ,
rtltzed;caugylaied�clar r ulcered4rAtewater.Thewastewatershallbc
�c5�nsidered 'adegualely distnfectc i ;f at so eJo, cation.,iti the,,treatttient
�
i`toil=Autharit} ciicd; Secuon 208ilicalth and, afet} Codc, gndStction 1352 t,,
V area Code: lteferance: Sccuon 13520,
soccss clic sic In numher of colu`fotm organ; ms does not exceed 2:2
i1'ater Cafe,
tltsrohi
ter.iElOmtUilitcrs anr4tlienumberafcoltI., M0rgahistns do:snotexcecd
23per 100 milGltten to more than otic samplewtt}tin any30-daypCnod,
,
t^ Renumbering of Article 11 '(Section 6g35�) to Aruc)e 5 5, (Sccuan 60320;5)
fired 9 22-78t affective thWeth,day thereafter (Regi to 78, Aa 38).
T hG ri?sdtan value sh"a)1'i+c derrra5uted fr6mtitebactenolagicw resulitof'
'.:
date last 7 days forwhich;snalyses:have been completed,
�5ti,3
Article fi:' Sampling and Analysts
7 Ro trlcted�RoereationalIinpoundMont -
tte iatsiiedt�ateruscdgsasout#ovfsuppj�tnarestnctciirecroational
X60321 Ssmpling',andAnalysls.
ipourtdment shall brat all'- ttai s an adequately' ctslnfated.axtdtzed.
fa)' Samples far settledble 'solids and; coliform; bacietiar where rcw
r astpriVater Tile wastewater shall; be consrdered adcquatelyd stnfected' ' quireiis shall, tie colleotcd at`least daily and at a'time when vasfewatcr
attc►ttte location to clic tretttatcnt 'char
ptroces th{ median numbeer bf colt-.
f�+rnri.trrganfsms.does not excecc12,2 per itJO tnillilters°, as determtntd'
actetistics'art: most demanding an,thc treatment facilitissand disin-
f on prticedures 7urbtdtty tsrlalysts, where zrgatttiii� sl`ail be'perr
sett4ebacteriologtcalresults'ofthelast-7'daysfarwhtchanalysashavc:
forznedbyaconttnuous:recordtngturbiditneter,
l xndcimplcted,
31'9
tblForusesnqutnng.alevtIaTquahtynagrcate fitanthatnfprimery
effluent, samples shall be an zed b
an a` roved laborat
Larrdacope, Mpoun menta sett eabtesoLds Y y PP orymcthodof
3tecitumcd used
water as a sausne of supptyin-Alandscape tmpaund''ic) Foruscs�regtrusng;an adegiiatclydtsinfcctcd; oxidized ivastewater. l
r�ehtshallbcatAlltimesatadequatelvdtstntcctedaxdtzedwastewater;' samples ShullbestialyzeibyanapprovdaIaboraton+tt'thodfrircoliiaritt
fXcst+astcwatershaUbe'constdetrdadccttiatilydtsinPeotzdifat`s0 _eta=
ttr`cterargticent
czfsgpinthctreatmeptprocrsstlitdedtannu'tn6erottplifortnotganisms fd)!orusesryuinnganadoquiitelydisiiifected,bttdixed,coa ;!luted'
dzr•anotexcecd23per00mtlltliters asdcterminedfmm,thebactenolog-',
dlan icd,filitrcdwastc'jVatc>,sarrplesshall'.bcsrtali�trdby'apprgvUlatd t
;cel res(ilts of titc last7 iiay s;for'c icjt analjrsts;rave'bcen cotnplc'. ' ora�+ary meEltads Cor tut btdit % ariddoltfori i'. btidtetia
conitric.
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Page'602
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iarpos and
�Farmai rat" the Fit�a� Epi
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�axnme� 'to r ]ietxeas,lFteceived';
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fiaspanse to CarnmeHts� �i,
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traP
I5ca1 Analysis
al Grilphics
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SECTION-11
�i
SST MARY
mo
Project Tile:
_qon,0e Genera
Landowner/X- eveoper:;
Rand'ho Esqubn�Partfiiir
he]4
oT I 9ftafintlCOmpapy
C004rdil CA, 945212'
Assessor's" iticel,
Numbers:
040-;570-006, and 0 61, :040-
a'po do.n. 040440,06
57a-1701, and w'002, k.
F5 tiny G .rdPlan
J
Designations:.
TcWxd.and ViOd Orb,ps (S actio minimum).
'-Op6tL
Ahd
"il.nfg,And
A ric,4ltuigA"W& l-4 Un—i 0
Denigration
A-46(AgndUltW--
al 40 acre minimum)
Propose&General Klan
Designations:
'lbwjben8it
yResidential ,(152,acres)
Commercial (2C1 acies)
General Desapti'on:
Developrrient of 752 acres for ra golf' course
resi intglb
su YigiOnj and an additional 2Q<acres for
light commercia purposes. '"Alprivate wastewater
trefttment, am It
d in within the.
tesi(en area, jectsmisl
adjacent'to to and" ,
south of Durban �y�tbn� Highway just west of 8k
y,
9'gp�oipkl ate'!wsiimiles south of Chicoan ft,
j
M. es..xiorthw s..
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I '�Ctloln umr.l*
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