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Permit - 1305039
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Permit - 1305039
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Last modified
4/6/2011 10:23:42 AM
Creation date
9/5/2003 8:19:57 AM
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Permits
Permit Address
8400 SILVER FALLS HY SE
Permit City
Aumsville
Permit Number
94-01617
Permit Type
Permit
Permit Doc Type
Permit Document
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~p~il ~?, 1994 <br /> <br />APPLICANT: <br />SITE NUMBER: <br /> <br />LARRY KEUDELL <br />94-1617 <br /> <br /> Your site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOSAL <br />SYSTEM. Th~ following construction s~esifications shall apply to the installa- <br />tion of your septic system. <br /> <br />1. The septic tank shall have a minimum liquid capaolty of 1000 <br /> gallons. <br /> <br />The projected daily sewage flow for this project is calculated at <br />450 gallons per day, Eased on soil conditions observed on this <br />site, the disposal field will be sized at ~Q ~$npal ~eet per I50 <br />~allens o? projected daily sewage fl~w. A mini~ ef ~ <br />feet of d~s~osal f~eld will be required ~or your proposed develop- <br />ment, The disposal trenches a~e constructed two (2) feet wide and <br />on minimum ten (10) foot ~enters and with no line exceeding 12~ <br />f~et in length. The trenches and perforated pipe are installed <br />level (zl") and contoured to follow the natural ground surface. <br /> <br />The disposal field shall be constructed with serial distribution <br />with a minimum trench depth of 24 inche~ and a maximum =reneh <br />depth of 24 inches. There must be at least ~ of backfill <br />ov~r the top of the gravel~ measured from the natural ground <br />surface. <br /> <br /> This aDproval is site specific to the area tested and the septic system <br />must be located in the i~mediate area of the test pits unless otherwise autho- <br />rized by this offioe. A new site evaluation may be required if the system is <br />proposed for a different area on the property. <br /> <br />S~ECIAL CONDITIONS: <br /> Const~ust the drainfields within the l~ediate area of the soil test <br /> pits. Use care not to alter the natural topsoil before drainfield <br /> installation. A p=e-oo~struction field stakeout kS recommended to <br /> establish the elevations and locations of the individual drainfield <br /> lines for both systems prior to siting any wells. Refer to the e~olossd <br /> stakeout procedure and the setback list for details to complete the <br /> stakeout. Allow epees for a f~=ure' upslope curtain should it prov~ <br /> necessary. Note, especially the separation distance between the curtain <br /> drain aad the septic tank depending upon whether the tank is above Or <br /> below the curtain drain. <br /> <br /> <br />
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