My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
07-04-2019 Septic Design
Orono
>
Property Files
>
Street Address
>
F
>
Fox St
>
3345 Fox St - 05-117-23-44-0007
>
Septic
>
07-04-2019 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 5:22:30 PM
Creation date
9/30/2021 4:16:50 PM
Metadata
Fields
Template:
Address
House Number
3345
Street Name
Fox
Street Type
Street
Address
3345 Fox St
Document Type
Septic
PIN
0511723440007
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.
/
18
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
11 <br />N <br />INSPECTOR CHECKLIST - mound <br />3345 Fox Street <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 Ft bounds: out of road easement, or outer ditch. <br />LAKE f BLUFF setback: 20' far bluff. Lakes: GD _, RD NE Protected wetland <br />Building setbacks: 10' for everything, 20' for dispersal area. <br />WATERLINE under pressure se 10' to bed, tank €t sewer line. (else sewer Line > 12" below) <br />Sewer line Et baffle connection (no 90's, 3' between 45's, slope min 1" in 8', max 2" in 8') <br />(no depth reqs, clean out every 100', Sch 40 pipe) <br />Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) <br />mfg 3000 gallons none <br />Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. <br />No effluent filter Et alarm <br />Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br />mfg 1500 gallons <br />dose pump 49 gpm 42 head VERIFY PUMP CURVE 6.4 rain ON 9 hr OFF <br />F7 float setting drop 10.7 inches at 29.4 gpi "DESIGNED" 6.4 inches approx float tether length <br />315.0 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 line 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 />splice box / control panel / electrical connections <br />flow measurement: CT, ETM, time dosed, home water meter <br />mound absorption area rough up <br />mound rock dimensions 10.0 X 88.0 <br />Sand Lift depth 20 inches. (Jar test : 2" sand leaves < 1l8" silt after 30 min) <br />Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br />EBermed topsoil beyond rockbed 11 upslope 13 sideslope 31 downslope <br />cover depth of 12-18"+ VERIFY <br />3 laterals (1-2' from edge of rock) <br />2.00 inch pipe size (Sch40 pipe Et fittings) <br />3.0 ft lateral spacing <br />e 7132 inch perforations <br />3.0 ft perforation spacing <br />Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY <br />clean outs (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 form - if necessary <br />
The URL can be used to link to this page
Your browser does not support the video tag.