My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
9-15-20 Septic Design
Orono
>
Property Files
>
Street Address
>
F
>
Fox Street
>
1775 Fox Street - 03-117-23-44-0007
>
Septic
>
9-15-20 Septic Design
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:39:05 PM
Creation date
10/6/2021 10:34:33 AM
Metadata
Fields
Template:
x Address Old
House Number
1775
Street Name
Fox
Street Type
Street
Address
1775 Fox St
Document Type
Septic
PIN
0311723440007
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.
/
22
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
PROPERTY LINES setback: 10' to everything <br />Road setback: platted: 10' prop line. Metes Et bounds: out of road easement, or outer ditch. <br />LAKE / BLUFF setback: 20' far bluff. Lakes: GD _, RD _, NE Protected wetland _ <br />Building setbacks: 10' for everything, 20' for dispersal area. <br />WATER LINE under pressure st 10' to bed,tank Et sewer line. (else sewer line > 12" below) <br />Q 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 2250 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 1250 gallons <br />❑ dose pump 36 gpm 29 head VERIFY PUMP CURVE 6.2 min ON 9 hr OFF <br />❑ float setting drop 8.7 inches at 25.5 gpi "DESIGNED" 5.4 inches approx float tether length <br />222.0 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 62.5 <br />Sand lift depth 18 inches. (Jar test : 2" sand leaves < 1 /8" silt after 30 min) <br />Absorption Sand beyond rock 0.0 upslope 17.0 downslope <br />Bermed topsoil beyond rockbed 10 upslope 13 sideslope 28 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 />B 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 />j � Y <br />V <br />r" <br />/ d l Q <br />
The URL can be used to link to this page
Your browser does not support the video tag.