My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
10/08/18 Soil Investigation & Design Memo
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
2300 Fox Street - 03-117-23-32-0027
>
Septic
>
10/08/18 Soil Investigation & Design Memo
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:36:51 PM
Creation date
5/24/2019 11:05:26 AM
Metadata
Fields
Template:
x Address Old
House Number
2300
Street Name
Fox
Street Type
Street
Address
2300 Fox St
Document Type
Septic
PIN
0311723320027
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.
/
23
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
INSPECTOR CHECKLIST - Multi flow - Pressure bed <br /> 2300 Fox St., Orono <br /> __. WELL setbacks: 20"to pressure tested sewer line (5 psi for 15 min) <br /> 50'to everything 100'to dispersal area with shallow well <br /> PROPERTY LINES setback: 10'to everything <br /> Road setback: platted: 10'prop line. Metes & bounds: out of road easement, or outer ditch. <br /> LAKE/BLUFF setback: 20'for bluff. Lakes: GD RD , NE . Protected wetland <br /> Building setbacks: 10'for everything, 20'for dispersal area. <br /> WATER LINE under pressure se 10'to bed,tank Et sewer line. (else sewer line> 12"below) <br /> n Sewer line a baffle connection (no 90's, 3'between 45's, slope min 1"in 8', max 2"in 8'). <br /> (no depth req's, clean out every 100", Sch 40 pipe) <br /> Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br /> mfg 2000 gallons trash trap/mufti-flow dose tank <br /> Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br /> 750 gallon Multi-flow unit UV light req'd Yes <br /> Treatment pump 30 gpm 10 head 17.6 gal 35 sec ON 29.4 min OFF <br /> 10 ft 2 inch supply line <br /> n timer ON float 18 inches from bottom HLA at 75%tank capacity <br /> Dispersal: <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> mfg 1500 gallons <br /> n dose pump 38 gpm 34 head VERIFY PUMP CURVE 5.7 min ON 9 hr OFF <br /> • float setting drop 7.5 inches at 29 gpi "DESIGNED" <br /> 217.0 gal dose divided by gpi "INSTALLED"= inches float drop (field corrected) <br /> LABEL pump requirements and drawdown on riser or panel <br /> Cam lock reachable from grade - 30"max. J-hook weep hole. Supply tine access (no hard 90's) <br /> 2.0 inch supply pipe: sch40, sloped 1/8"÷, supported by 4"sch40 sleeve or compacted, and buried 6"+. <br /> Lisplice box / control panel / electrical connections <br /> Bed dimensions 20 X 65.0 <br /> Rock depth below pipe 6 inches <br /> Rock bottom elevation -2.0 inches from Grade to bottom of rock(max) <br /> cover depth of 12"+ VERIFY <br /> 13 laterals (1-2'from edge of rock) <br /> 1.50 inch pipe size (sch40 pipe &fittings) <br /> 3.0 ft lateral spacing <br /> 1/8 inch perforations (smaller is ok) <br /> 3.0 ft perforation spacing <br /> Air inlet at end of laterals, and at top feed manifold. VERIFY <br /> clean outs (deep bed 2'of head) (no hard 90's) <br /> 4"inspection pipe to bottom of rock, anchored VERIFY <br /> Abandon existing system if necessary Re-use existing tank certification <br /> monitoring plan and type <br /> well abandonment if necessary <br />
The URL can be used to link to this page
Your browser does not support the video tag.