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Permit - 1304140
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Permit - 1304140
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Last modified
4/13/2011 2:46:52 PM
Creation date
9/4/2003 4:28:12 PM
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Permits
Permit Address
11844 VICKI LN SE
Permit City
Aumsville
Permit Number
94-04580
Permit Type
Permit
Permit Doc Type
Permit Document
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o~cember 16, 1994 <br /> <br />A~pLICANT~ <br />SITE NUMBER: <br /> <br />JOHN DARK <br />94-4580~ PARCEL 1, EAST 1/2 OF T/L 2600~ <br /> <br />2.3+/_ <br /> <br /> YoUN site has Peen found suitable for a STaNDArD ON-SITE SEWAGE DISPOSAL <br />SYSTEM. The following Oo~$tructiO~ s~e¢ifications shall apply to the installa- <br />tion of your septic system. <br /> <br /> 1. The septic tank shall have a minimum liquid capacity of 1000 <br /> gallons. <br /> <br /> 2. The projected daily sewage flow for this project is calculated at <br /> 450 qallons....~er day. Ba~ed OQ soil conditions observed on this <br /> site, the disposal fi~d will he si~$d at 150 line&l....~eet Der 150 <br /> g¢~lons of projected daily sewage flow. A minimum of ~Q lineal <br /> feet of disposal field will be required for your proposed develop- <br /> men=. The disposal tre~¢~es are constructed two (2) feet wide and <br /> on minimum ten (10) foot =enters and with no line exceeding 1~ <br /> feet in length. The trenches and perforated pipe a~e installed <br /> level (±1") and contoured to follow the natural ground surface. <br /> <br /> 3. The disposal field shall be constructed with ~al distribution <br /> with a minimum trench de~th of ~4 inches and a maximum trench <br /> depth of ~4 .inches. There must be at least 1~ inches, of backfill <br /> over the top of the gravel, measured from the natural ground <br /> <br /> This approval is site s~¢ifi= to the area tested and ~he septic system <br />must be located in the immediate area of the test pits unless otherwise autho- <br />rized by this office. A new ~i~e evaluation may be required if the system is <br />proposed for s different area on the property. <br /> <br />SPECI;~L CONDITIONS: <br /> Construct the drainfields within the area of the test pits and no <br /> farther downslope. A pre-construction field s~ak~u~ ~O establish the <br /> elevations and locations of the individual drainfield lines for both <br /> systems is recommended prior to siting wells and tO all excavation. <br /> Refer to the stakeout procedure and the s~tback list for details to <br /> complete the stakeout. Use care not to alter the natural topsoil prier <br /> to drainfield installation. <br /> <br />~_~~A ~E]~MI~ ~ XNSTALL ~ S~PTIC ~S~, DO NO~ INST~L~L ~HE SYSTEM <br /> <br /> <br />
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