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Permit - 1303316
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Permit - 1303316
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Last modified
4/4/2011 2:36:12 PM
Creation date
9/4/2003 4:06:33 PM
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Permits
Permit Address
14682 OTTAWAY RD NE
Permit City
Aurora
Permit Number
92-03143
Parcel Number
041W13C 00103
Permit Type
Permit
Permit Doc Type
Permit Document
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FILE <br /> <br />october 1, 1992 <br />SITE NUMB~R~ <br /> <br />Daniel Hostetler <br />92-3143 <br /> <br /> xe~r site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOBAL <br />SYSTEM. The following construction specifications shall apply to the installa- <br />tion of your septic system. <br /> <br /> 1. The septic tank shall have a m&nimum liquid capacity of 1000 <br /> 9allens. <br /> <br /> The projected daily sewage flow for this project is calculated at <br /> 225 qallons D~ day. Based on soil conditions observed on this <br /> site, the disposal field will be si~ed at 125 lingal feet ~.....150 <br /> qallons of projected daily sewage flow. A minimum of 1~0 lineal <br /> fee~ of disposal field will be required fer your proposed develop- <br /> ment, The disposal trenches are ¢on~tructed two (2) feet wide and <br /> on minimum ten (10) foot centers and with no line exceeding <br /> f~t in length. The trenches and perforated pipe are installed <br /> level (~1") and contoured to follow the natural ground surface. <br /> <br /> 3. The disposal field shall be constructed with serial dis~ibuti0n <br /> with a minimum trench depth of 24 iDch~ and a maximum trench <br /> depth of ~6 inches. There must be at least 12 inches of backfill <br /> over the top of the gravel~ measured from the natural ground <br /> surface, <br /> <br /> An effluent lift ~ump will be necessary tO construct the disposal field <br />in the a~roved area and at the correct depth. <br /> <br /> This appro~;al is site s~ecifi¢ to the area tested and the ~eptic system <br />must be locat~ in the in~n~diate ar~a of the test pits unless otherwise autho- <br />rized by this office. A now site evaluation may be rec/uired if the system is <br />proposed fo= a different area on the property. <br /> <br />SP~OIAL <br /> The above Byst~ design is based on a ~k%ximum occupancy of fifteen (15) <br /> employees. The disposal field is to be located on the slope in the area <br /> of the test pit nearest Highway 99E, The initial ~¥stem and future <br /> replacement System must be shown on the site plan submxtted with p~rmit <br /> application. The lowest portion of the system must be approximately <br /> fifty (50) feet upslope from the bottom of the swale crossing the <br /> <br /> IS N~F~ A PERMI~ TO INST3~L~_~a~ SEPtiC SYSTF~. ~O NOT ~,STALL THE~.,~,ySTEM <br /> <br /> <br />
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