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3430 SEVENICH DR Geotech Report 2018-01-02 MF Import
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3430 SEVENICH DR Geotech Report 2018-01-02 MF Import
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Last modified
10/25/2022 11:54:00 AM
Creation date
11/4/2019 3:49:57 PM
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Address Document
Street Name
SEVENICH DR
Street Number
3430
Address Document Type
Geotech Report
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— Mr. Bill Rucker W-8396 <br /> 25 September 1992 Paps 14 <br /> — Sk� Dismrbanc� <br /> Ths nativs soile whieh will be exposed upon completion of strippinp conuin a sipnifieant pereenupe <br /> of fins-prained particles. These silty soils ars hiphty:uscsptible to disturbance, paniculariy when wet. <br /> Ws recommend th�t tha contraaor mske every effort to minimize disturbence oi stripped surfacec. <br /> Thess efforts mey inciude diroctinp surfece w�ter away from open ezcevations and the pl�eement of <br /> a coarss a00►e0its surface to protsct proparod subprades. Ii efte work is accomplished in wet <br /> ws�Mer, ths placement of a cls�n sand and pravel subbase below paved areas would promote future <br /> -- draina0e and improve subprade support. In addition, vehicle traffic over wet subOrades or prepared <br /> areat ehould be minimized. Applieation of these measuros will reduce the likelihood of additional <br /> ovarexeavation of disturbed soils, and associated cosu for soil ezport and impon will be roduced. <br /> CLOSURE <br /> It thould be noted that adaquate lonp•term performancc of devslopment on siopinp aitea requires soma <br /> vipilancs on the part of the buildin0 conmctor and property ovmer. Enpineered dninaps aystems <br /> � should be maintained in adequate workin0 order and problama with enpineered drainape systems or <br /> . � netunl draimpe pettems which contribute to ponded or puddled water or saturated soil conditions <br /> � � should be corcected promptly. Gradinp cuu and fills, both permanent and temporary, may contribute <br /> � �i <br /> ; to tlope movement if thay are not propafly desi0ned or constructed. Care chould be taken to note any <br /> pround movement durinp the desipn life of the homes. Frequently aubUe pround movements may serve <br /> as indieations of instability which could potentially be harmful to developments ff left unchecked. <br /> Subilization and repair of slope movements are typicaliy more economically and technically feasible <br /> H noted and addressed early. Racommandations presented in this report, if adequately implemented <br /> and maintained, shouid allow conauuction of homes which will be serviceabie for the averape dasipn <br /> life oi e residential suucture, in our opinion. <br /> The conclusions and recommendacions presented in this report are based on the explorations <br /> accomplished for this study and on conceptuai devs�opment plans discussed with you. Ths number, <br /> location, and depth of the explorationc for Mis study were completed within the site and scope <br /> ., conatraints of the project so as to yield ihe infortnation neceasary to formulate our recommendationc. <br /> Project planc were in a preliminary stape at the time of this atudy, an no written plans were available. <br /> Under the circumstances, it is recommended that we be provided the opportunity for peneral review <br /> of the projeet plans and specifications in ordar to confirm that the recommendations and desipn <br /> considerations presented in this report hnve been properly interpreted and implemented into the project <br /> ' desipn packape. <br /> L,^ AGRA <br /> � Earth&Environmental Group <br />
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