My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permit - 1302364
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
Old Files 5
>
Permit - 1302364
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
3/29/2011 8:02:28 AM
Creation date
9/4/2003 3:44:22 PM
Metadata
Fields
Template:
Permits
Permit Address
8512 HOLMQUIST RD SE
Permit City
Aumsville
Permit Type
Permit
Permit Site Number
13389
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.
/
28
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
April 15, 1992 <br /> <br />APPLICANT= DONALD BORNER ORIGINAL SYSTEM <br />SIT~ NUMBER: 13389 <br /> <br />Your site has been feund suitable for a PRESSURIZED DISTRIBUTION ALTERNATIVE <br />S~WAGB DISPOSAL SYSTEM. The following construction specifications shall apply <br />to the installation of your septic system. <br /> <br /> 1. The ~ptic tank shall have a minimum liquid capacity of 1000 <br /> gallons. <br /> <br />The projected daily sewage flow for this projest is calculated at <br />450~qallons per haY. B&~ed on soil conditions observed on this <br />site, the disposal field will be sized at 7~1 f~et ~er 150 <br />~allons of projected daily sewage flow. A minimum of 225 lineal <br />feet of disposal field will be required for your proposed develop- <br />ment. The disposal t~nohe~ 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 trenche~ and perforated pi~e are installed <br />level (±1") and contoured to follow the natural ground surface. <br />The disposal field piping is minimum two (2) inch pressure piping, <br />with a minimum 160 psi rating. The sidewalls of the disposal <br />trenches and top of the filter material shall be lined with filter <br />fabric. <br /> <br />Th~ disposal field shall be constructed with equal distribution <br />with a minimum trench depth of 12 inChe_~ and a maximum trench <br />depth of 12 inehe._~. There must be at least ~6 ~nches of backfill <br />over the te~ of the gravel, measured from the natural ground <br />surface. <br /> <br />An effluent lift pump or siphon whioh is sized to provide a <br />minimum residual head of five (8) feet at the most ~istant orifice <br />is required <br /> <br /> A ca~ping fill is required with this system- The ~ystem shall be <br />constructed as indicated on the attached Capping Pill construction detail <br /> <br />This appro=al is site specific to the area tested and the septic system must <br />be located in the immediate area of the test pi:s unless otherwise authorized <br />by this office. A new site evaluation may ba required if the system is <br />proposed for a different area on the property. <br /> <br />SPECIAL CONDITIONS~ <br /> This pressurized distribution system must be constructed within the <br /> im~ediat~ area of the most easterly test pit. <br /> <br />T~IS IS NOT A PERMIT TO INS~a*.~. T~HE SEPTIC SYSTEM. DO NOT INSTALL THE SYSTE~! <br />~II__t~,~,,~.,~L. ID P~R~_~T HAS ~N ISSUED ~ THIS OFFICE. <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.