My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
Permit - 1304139
Images9
>
Public Works - Permits
>
Building
>
FOR PUBLIC VIEW ON INTERNET
>
COMPLETED FILES - INACTIVE
>
94-XXXXX
>
Permit - 1304139
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
4/11/2011 11:02:32 AM
Creation date
9/4/2003 4:28:11 PM
Metadata
Fields
Template:
Permits
Permit Address
11834 VICKI LN SE
Permit City
Aumsville
Permit Number
94-04581
Parcel Number
081W28C 02601
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.
/
9
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
December 16, 1994 <br /> <br />APPLICANT: <br />$~T~ NUHEER: <br /> <br />JOHN DB~K <br />94-4581~ PARCEL 2, WEST 1/2 OF T/L 2600, 2.3~/_ ACRES. <br /> <br /> Yo~r site has been found suitable for a STANDARD ON-SITE SEWACE DISPOSAL <br />SYSTEM. The following cOnstructiOn specifisations shall apply to the installa- <br />tion ef your septic system. <br /> <br />The septic tank shall have a minimum liquid capacity of 1000 <br />gallons. <br /> <br />The projected daily sewage flow for this Dro~ect is calculated at <br />450 .gallons Der day. Based on soil conditions observed on this <br />site, the disposal field will be sized at 15~ lingal fe~% Der 150 <br />~allonq of projected daily ~wage flow. A minimum of ~.~0 linea.l <br />feet of disposal field will be required for you~ proposed develop- <br />ment. The disposal tren0hes are constructed two (2) feet wide and <br />on minimum ten (10) foot ~ent~rs and with ne line exceeding 125 <br />feet in length. The trenches and perforated pipe are installed <br />level (~1") and contouNed to follow the natural ground surface. <br /> <br />The disposal field ~hall be conmtructed with serial di~tribution <br />with a minimum trench depth e~ ~4 inch~s and a maxim~ trench <br />depth of 4 i~. There must be at least l~__~nohes of backfill <br />over the top of the gravel, ~easured from the natural ground <br /> <br /> This approval is site specific to the area tested and the septic sys=em <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 /> Construct the drain~ields within the area of the test pits and no <br /> f&~ther downslope. ~ p~e-censtructicn field stakeout tO establish the <br /> elevations and locations of the individual drainfield linez for both <br /> systems is recommended prior to siting wells and to all excavation. <br /> Refer to the stakeout procedure and the setback list for detail~ <br /> complete the stakeout. Use care net to alter the natural topsoil prior <br /> to drainfield installation. <br /> <br />~NTIL A %r~_LID PE~.~ ~U%$ BE~ ~u~D BY "~Ig <br /> <br /> <br />
The URL can be used to link to this page
Your browser does not support the video tag.