My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
8-21-19 Septic Design
Orono
>
Property Files
>
Street Address
>
L
>
Lakeview Court
>
4340 Lakeview Court - 06-117-23-43-0018
>
Septic
>
8-21-19 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:29:08 PM
Creation date
10/1/2021 2:35:05 PM
Metadata
Fields
Template:
x Address Old
House Number
4340
Street Name
Lakeview
Street Type
Court
Address
4340 Lakeview Ct
Document Type
Septic
PIN
0611723430018
Supplemental fields
ProcessedPID
Updated
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).
View images
View plain text
□□ <br />□ <br />日 <br />日 <br />lN§PEC丁OR CHECKLI;T - mOund <br />4j4U LakevleWしOurt, UrOnO, MN <br />WELL setbacks: 20“- 50i to sewer "ne req’s MDH pressure test fo「m (5 psi for 15 min) <br />50’to eve「ything lOO’to drainfield with shallow well <br />PROPERTY LINES setback: 10“ to eve「ything <br />Road setback: Pしatted: 10’propしjne. Mete§ a bounds: Out Of road easement, Or Outer ditch. <br />LAKE/BLUFF setback: 20’for bluff. Lakes: GD _, RD _, NE _. Protected wetしand _. <br />Building setbacks: 10“ fo「 eve「ything, 2O’fo「 dispe「sal a「ea. <br />WATERLINE under pressure lO’to bed,tank a sewer line. (eしse sewer line > 12“一below) <br />Sewe「line & tankconnectjon (no ha「d 90“s,しongsweep9Oor2-45’s, Sしope minimum l’一in 8’こ1%) <br />(no depth 「eq“s, Clean out every lOO“, Sch 40 pipe) <br />Septic tank and risers (Water tうght 「ise「s, baffしes, insulated, PrOPer depth, eXisting verjfied by pumping) <br />mfg 22与O gaしし0nS nOne <br />Riser over outしet, riser over冊et or center, and 6“i十inspection pipe over any rema涌ng baffしes. <br />而高言1k’ri§e,rS and piping (Water tight risers言nsuしated, PrOPer depth’drainback) <br />mfg 「OOO gaししons <br />dose pump 36 gpm 20 head VERIFYPUMPCURVE <br />Optional Time dosing of: <br />5.5 mjnON 8.5 h「OFF <br />Verify that insta=ed ’一ve「tica川ft from pump toしate「als” is no more than design vaしue of 12 feet <br />floatsettingdrop 8.5 inches at 回gpi "DESIGNED’一 う・3 inchesapproxfloattetherlength <br />197.O gaしdose divided by gp十’iNSTALLED“’= inches float drop (field co「rected <br />LABEL pump requirements and drawdown on rise「 or paneし <br />Camしock reachabしe from grade - 30一’max. J-hookweep hole. Supply =ne access (no ha「d 90-s) <br />2.O inch supply pipe: Sch40, Sしoped l/8“+, SuPPOrted by4.i sch40 sleeve orcompacted, and burjed 6一●十. <br />SPしice box / cont「oしpaneし/ electrjcal connections <br />fしow measurement: CT, ETM, time dosed, home water meter <br />mound absorption a「ea rough up <br />mound rock dimensions lO.O X 62.5 <br />Sand lift depth 18 inches. (Jar test : 2一一sandしeaves < 1/8” s航after 30 min) <br />□ Absorption §and beyond rock O.O upsしope 17.O downsIope <br />□ Bermedtopso冊eyond rockbed 。 upsIope 16 sidesIope 22 downsしope <br />COVer depth of 12-18一’+ <br />3 しate「aしs (1-2’f「omedgeofrock) <br />2.00 inch pipe size (Sch40 pipe & fittings) <br />3.O ftしateraしSPaCing <br />7/32 inch perfo「ations <br />3.O ft perforation spacing <br />VERIFY <br />Air inlet at end ofしateraしs, and at top feed manifoしd if necessary. VERiFY <br />Cしean outs (no hard 90’s) <br />4” inspection pipe to bottom of rock, anChored VERIFY <br />Abandon existing system - jf necessary [二コRe-uSe eXjsting tank certification <br />monitoring plan and type <br />Well abandonment fo「m 言f necessary
The URL can be used to link to this page
Your browser does not support the video tag.