My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permit - 1279595
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
92-XXXXX
>
Permit - 1279595
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/16/2011 11:38:52 AM
Creation date
9/3/2003 1:59:13 PM
Metadata
Fields
Template:
Permits
Permit Address
14682 OTTAWAY RD NE
Permit City
Aurora
Permit Number
92-03143
Permit Type
Permit
Permit Doc Type
Permit Document
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
14
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
October l, 1992 <br /> <br />APPLICANT~ <br />SITE NUMEER~ <br /> <br />STANDARD SYSTEM CONSTRUCTION DETAIL SHEET <br /> <br />Daniel Hostetler <br />92-3143 <br /> <br />FILE <br /> <br /> Your site has been found suitable for a STANDARD ON-SITE SEWAGE DISPOSAL <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 minimum liquid capacity of 1000 <br /> gallons. <br /> <br /> 2. The projected daily sewage flow for this project is calculated at <br /> 225 ~allons per day. Based on soil conditions observed on this <br /> site, the disposal field will be sized at 125 lineal feet per 150 <br /> gallons of projected daily sewage flow. A minimum of 190 lineal <br /> feet of disposal field will be required for your proposed develop- <br /> ment. The disposal trenches are constructed two (2) feet wide and <br /> on minimum ten (10) foot centers and with no line exceeding 125 <br /> feet in length. The trenches and perforated pipe are installed <br /> level (~1") 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 inches 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 /> <br /> An effluent lift pump will be necessary to construct the disposal field <br />in the approved area and at the correct depth. <br /> <br /> This approval is site specific to the area tested and the septic system <br />must be located in the immediate area of the test pits unless otherwise autho- <br />rized by this office. A new site evaluation may be required if the system is <br />proposed for a different area on the property. <br /> <br />SPECIAL CONDITIONS~ <br /> The above system design is based on a maximum 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 Eighway 99E. The initial system and future <br /> replacement system must be shown on the site plan submitted with permit <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 /> property. <br /> <br />THIS IS NOT A PERMIT TO INSTALL THE S~iIC SYSTEM. DO NOT INSTALL THE SYSTEM <br />UNTIL A ~AL~D PERMIT HAS BEEN ISSUED BY THIS OFFICE, <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.