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Permit - 1266266
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Permit - 1266266
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Entry Properties
Last modified
2/4/2011 11:00:45 AM
Creation date
9/2/2003 2:21:33 PM
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Template:
Permits
Permit Address
7555 POET RD SE
Permit City
Aumsville
Permit Type
Permit
Permit Site Number
1043
Permit Doc Type
Permit Document
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SAND FILTER SYSTEM <br /> <br />Tax Lot: Section ~ Twp: ,,.~, Rug: ,~=~_7 W.,M. <br /> <br /> I. Your site has been found suitable for an ALTERNATIVE SAND FILTER <br /> ........... SYSTEM. The following coestruction specifications shall apply. <br /> ~/a. The septic tank shall have a minimum liquid capacity of <br /> -- /~.~p gallons . <br /> ____./b. The drainfield shall be constructed in (Serial -~"~ <br /> distribution with a maximum trench depth of /~aed <br /> a minimum,.trench depth of, /~ inches. The~e ~ust be at <br /> least (~ inches of ba~:f'ill over the top of the gravel, <br /> <br />measured from natural ground surface. <br /> <br />With the'soil conditions observed om this sate. ~ lineal <br />feet of disposal trench will be required per 150 gallons <br />maximum pro3ected daily sewage flow. For your proposed <br />development, a minimum of ~) lineal feet of disposal <br />trench is required. Disposal trenches shall be constructed <br />2 feet wide on 10 foot minimum centers with no line exceed- <br />lng 125 feet in length. The trenches and perforated pipe <br />shall be installed within one inch of level and contoured to <br />the natural ground surface. <br /> <br />A groundwater interceptor is required ss part of this <br /> system. This interceptor must be constrected 12 inches wide <br />by inches deep with inches of clean gravel <br />placed over a 4 inch perforated pipe. A minimum 10 foot <br />upslope setback must be maintained from the drainfield and <br />be exhausted by a non-perforated line below and away from <br />the entire system. <br /> <br />An effluent lift pump may be necessary to construct the <br />drainfield in the approved[area at the correct~'depth. <br /> <br />The <br /> JFor sanitation purposes, <br /> single building site i~. <br /> <br /> A capping fill is required: with this system. Construction <br /> of the capping fill shall be indicated in the attached <br /> construction detail sheet,i <br /> <br /> The sand filter shall be designed and operated as per OAR <br /> 340-71-290 through 340-71-305. Detailed plans for the <br /> filter must be presented prior to permit issuance. Depend- <br /> ing on design, a separate building permit may also be re- <br /> quired, ii <br /> <br /> For the above described sy?tem(s), adequate area must be <br /> available for the original' system and a complete replacement <br /> system. The replacement system is to be used if the origi- <br /> nal system fails for some ,non-repairable reason. <br />conditions of approval are las follows: <br /> <br /> t,he. minimum lot size for ti%is <br /> <br />This lot sA~e will requireI ~n off-site community water <br />supply. '~ i, <br /> <br />Subsurface sewage disposal will. not be permitted on slopes <br />in excess of .... perce~t. <br /> <br />No part of the system shalli~be installed within the <br /> 'easement rlgh ~-o£-wsy, <br /> <br /> <br />
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