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:' <br />ari;cy L—anc .`;anitar y <br />.� <br />Larcifill Sites <br />- 2-- <br />I <br />y ) 157 w .? <br />• � .r <br />This r. ita appears to be levy cut up by -"M all dr4in4 e c*-ar.r;e ; <br />than ParCel '-:o. 5. There are: houses on this prcre:rt� a v <br />Y. that CCU' -..d be,: U, - <br />fGl` GPcrat�:;u personnel if it was desirable. :iC ciCpLh to :Ii:tCr <br />�•:e11s� at ti;is site is approximatel` -�' <br />,� 120 feet. This snould not cause <br />too much of a proble.;i in developing a well for the' site, <br />e <br />T,_s' parcel is actually for sale and, therefore, it _%•could prcc'rib <br />be easier _o negotiate with the owner. <br />�+. Parcel vTo.• 3 W.1/2 Sec, 22, T. 3 N., ,R. 8 E. + <br />This parcel contains approximate Y. dr ti <br />-y 32a . acres. . The rainage prcc��.:;,. <br />on this parcel should be less than' -on Par cel No. 5 or Parcel :,To, 1 s_ cCvei <br />the drainage area is only 245 acres with'a 100 -year Q of ap ;roxi-aVe1;� <br />9C. cub4-c felt per second. The P.G.& E, high tension tower line, is;•:eve 14`U <br />is more nearly in the middle of the parcel, The remarks co cernin-� <br />restrictions along the P<G.& tower line outlined under ?arcd1.:•:o, . <br />also apply to this parcel. The house on the property is ;.cr2 Mea: _y �r, »a <br />the ,,piddle of the lone; side of the parcel. 'Having both theP.0 & _ _ ` <br />tc,.er line and the house nearer' the middle -n ; the property.coulez r:i::` <br />o_ e diff icult .to'•provide as much area for .Salid V,'aste Disposal <br />could be provided in the case of Parcel No. 1. The depth to i•tacc. 'e <br />wells'at this site is approximately 1.20. feet which should require a_:._:,:;, }1 <br />Mately the sane .cost as developing a well for Parcel No. 1. <br />r1'nis parcel is not <br />make it more difficult <br />Parcel No. 1. <br />actually on the market, for sa_e 1.1,, e:1 could <br />to negotiate a sale than negotiating a sale fc:' <br />5... Parcel No. 2 Sec. 17, T. 3 N.; R..9 E, _. <br />This parcel contains approximately 640 acres.' The w;zstern ^alf . <br />of this section appears to' be rd-latively free of''drainage proDle" exca <br />for some minor drainages that could be channelized near the boundary <br />or interior drainage that could -be leveled out. The northeast 1/4 sacti� <br />rices have a. larger -drainage channel which:has'a drainage area of 3600 <br />acres with a 100 -year Q of 1200 cubic feet per second. This drainage <br />could be channelized'a,long the boundary to facilitate develooment, but <br />the ground is fairly steep and' with that amount of...runof f it would . be <br />quite expensive. -However; the west 320 acres and the S.E. 1/4 section <br />could be developed w-ithout excessive drainage cost. Thera are no 'e <br />Utilities across. this •site to interfere with the development. 3 <br />Them <br />ajor disadvantage to this site is that it is 'four anc.ona <br />half miles further east than the center of. the other three sites. •'-his <br />"Would mean a nine mile longer round' trip to the site. The other -dis- <br />advantage is that Harney Lane east of. Clements Road would 'nave to be . <br />rebuilt for -a little over three miles to the site. At t';e craser.t tine <br />one mile of this road the pavement is in very poor conditic:a a::c <br />riles are only graveled. In addition several culverts would lav` zo be <br />constructed under the new -road' at swales. The width bet;:ben existin; <br />fences is 35 feet in places which May be narrow for rebuthe ild_r— t^e <br />road. Also there may be no rights of way acquired for - last rile <br />of this road, •The depth to water in wells at this location is .pprcxi- <br />matcly 2.30 feet po it would also be more expensive to develop a.i..ell <br />on the site, <br />12 0s <br />