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5130 CHINOOK DR 2016-01-01 MF Import
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5130 CHINOOK DR 2016-01-01 MF Import
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Last modified
1/26/2017 4:44:21 AM
Creation date
1/26/2017 4:43:47 AM
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Address Document
Street Name
CHINOOK DR
Street Number
5130
Imported From Microfiche
Yes
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.• �•. Thoma doMs ,IN Yeo6o <br /> ' NNroh 14, 1fi6 P�� <br /> coM�nt TM optlmum moi�tun conhnt b th�t moistun conbnt th�t n�db in Ih� pn�b�t <br /> comp�d dry d�nslty. TM moistun cont�nt of tNl is wry ImpoRant and mu�t b� dosMy <br /> controlNd dwlnp th�Hllinp and comp�ctlon Proa��. <br /> Th� ��Iov�,�bi� thkiv�ss of 1M 811 lift will d�psnd on th� materlal typ� wirct�d, th� comp�ctlon <br /> equipm�nt w�l, and th� numbsr of pua� mad� to comp�c! tM NR. TM bow N!t tl�idcrwu <br /> shauld not �xceed 12 fncMs. Ws ncomm�nd bstlnp th� BII �a k b pl�c�d. H 1M fiq is not <br /> compacx�d to �p�dffc�flon�� k can b� ncompact�d b�fon anotl�r IIR 1� pl�caA. Thi� Niminabs <br /> ths rned to nmovs fh� flll to achi�w tl» roqufrod compaetion. Ths MAowinp tabN pn�nb <br /> ncomm�nd�d rN�tiv�comp�ctiom for�tnx�ural NII: <br /> Minimum RslaNvs <br /> �M•tlon of Fill Pl�am�nt Com�cNon <br /> e�ns�th tootlny�, �lab�, 9596 <br /> or w.lkway, <br /> Behind rotaininp watl� 909b <br /> Bene�th pav�m�Ma 9596 Por upp�r 12 <br /> incha of wbpnd�, <br /> 9096 bNow th�t Iwel <br /> Whare: <br /> Minfmum RNative Comp�cUon i� th� ratlo, <br /> exproasod In p�rcant�pes, of the compact�d dry <br /> deniity to 1M maximum dry d�ntity, u d�brmM�d <br /> in axordanc� wNh ASTM T�st Ds�fpnatlon D <br /> 1557-78 (Modffled Procto�, I <br /> UN of On-Sih 8011 <br /> U arodinp activMfea t�ke place durinp wet wsather, or when ths slUy, arNa wil li w�t, tiU <br /> proparatlon coats may be hipher bec�u�s ot delays due to raln and tM pot�ntlM nNd to <br /> impoR addi8onal granular fill. The on-aits soil is penenlly silty�nd thut moistun-wntitlw. <br /> Gradinp operaUons will be dffficult durinp wet weather, or when tt�e moi�tun conbrlt of this <br /> soil excesds the npGmum molaturo content. <br /> Due to the conetruction end oryanic debris tound in the exis8np flll �nd tM flll's flns pnin <br /> alzs, the flll ia not sultable for use aa etructural fill. Th� moi�tun conbnt oi th� sNty, nativs <br /> soii must bs at, or near, the opGmum molaturo content, �s the soil c�nnot b� conWst�ntly <br /> compaeted to the required density when ths moiaturo content is �ipnifk�Mty pnN�r than <br /> opdmum. The moisture content ot the naUve aoil was peneally �bow 1M ��tlm�bd <br /> opUmum mofsture contant at tha Ums of our e�loraUons. Some of 1M on-Wb, WMy, n�tlw <br /> sand could be used as structural filt, if yradinp operations aro condud�d durinp hot, dry <br /> weather, when dryinp tha wetter eoil by aeraUon is possibl�. Du�lnp ucces�IvNy dry <br /> weather, however, it may be neceasary to add water to achieve tl» optlmum molt3un <br /> content <br /> OEOTECH CONBULTAMB,INC. <br />
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