My WebLink
|
Help
|
About
|
Sign Out
Home
ord_190
Roseville
>
City Council
>
City Council Ordinances
>
0100
>
ord_190
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
7/17/2007 9:03:52 AM
Creation date
4/22/2005 12:50:05 PM
Metadata
Fields
Template:
Roseville City Council
Document Type
Council Ordinances
Ordinance #
190
Ordinance Title
Building Code. An ordinance regulating all matters pertaining, relating or incidental to and the construction, building, alteration, repair, installation, performance, maintenance and inspection of all buildings, walks, structures, driveways, signs
Ordinance Date Passed
7/20/1954
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
66
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).
View images
View plain text
<br />'"" it 1 <br />?d ~ <br /> <br />6-115 All seepage pits constructed shall be not less than seventy-five <br />(75) feet from any water supply, twentJr (20) feet from any building and <br />ten (10) feet from any property line. <br /> <br />6-116 The effective absor~tion area of a seepage pit shall be calcula- <br />ted as the side area, below the inlet, "exclusive of any hardpan, <br />rock or clay formation. <br />There shall be a minimum of four (4) feet of porous formation for <br />each installation. This four (4) feet depth may be provided in <br />one (1) or more pits. <br />Where soil porosit:.c is questionable, at least twenty (20) feet <br />vertical depth below inlets shall be provided in one (1) or more pits. <br /> <br />RE QUI RENE?J TS <br /> <br />FOR SEEPAGE PIT DESIGN <br />Effective absorption area requirements <br />in sq. ft. of wall area of pit exclu- <br />sive of curbing, per bedroom. <br />20 <br />30 <br />50 <br />60 <br />160 <br /> <br />Eharacter of soil <br />~oarse sand or gravel <br />Fine sand <br />Sandy Loam or Sandy Clay <br />Clay with considerable sand or gravel <br />Clay with small amount of sand or gravel <br />Heavy tight clay, hardpan, rock, or other <br />impervious formations <br /> <br />Unsuitable <br /> <br />6-117 All disposal fields shall be constructed in an open unshaded area. <br />All parts of a drainage field shall be not less than fifty (50) feet <br />from any water supply, twenty five (25) feet from any streams and <br />ten (10) feet from dwellings or property lines. <br /> <br />6-118 All trenches in a disposal field shall bEt of the same width and length <br />and the following standards shall be required: <br />}finimum number of lines per field-- 2 <br />Maximum length of individual lines 100 feet <br />Minimum bottom width of trench 18 inches <br />}~mum depth of cover for tile lines 36 inches <br />Preferred depth of cover for tile lines 18 inches <br />~onstruction of disposal trenches in filled ground will not be per- <br />mitted. <br /> <br />6~ Field tile used in a disposal field shall be hot lessthan four (4) <br />inches in diameter and shall be laid with one-fourth (1/4) inch <br />open joints. All open joints shall be protected on top by strips of <br />asphalt treated building paper. All bends used in the disposal field <br />shall have one (1) tight joint at each end of the bend. <br /> <br />6-119 The maximum grade permitted in the installation of tile in drainAge <br />fields shall be six (6) inches :per one hundred (100) feet. The 3inimum <br />grade permitted shall be two (2) inches per one hundred (100) feet. <br /> <br />6-121 The filter material to be used in disposal fields' shall be crushed <br />stone, gravel, slag, clean cinder or similar material having sufficient <br />voids. Such material may vary from one-half eJ,/2) to two and one-half <br />(2-1/2) inches in sizt and it shall be free of excessive fine material. <br /> <br />-38- <br />
The URL can be used to link to this page
Your browser does not support the video tag.