My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2017 MPCA Soil and Percolation Testing
Orono
>
Property Files
>
Street Address
>
O
>
Old Crystal Bay Road South
>
0425 Old Crystal Bay Road South - 04-117-23-31-0001
>
Septic
>
2017 MPCA Soil and Percolation Testing
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 3:12:03 PM
Creation date
9/27/2019 10:46:20 AM
Metadata
Fields
Template:
x Address Old
Address
0425 Old Crystal Bay Rd S
Document Type
Septic
PIN
0411723310001
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.
/
17
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 - mound <br /> Qt)Ula Lrystat tray Koaa 5. <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 Et bounds: out of road easement, or outer ditch. <br /> LAKE/BLLJFF 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 st 10'to bed,tank li sewer line. (else sewer line > 12"below) <br /> Sewer line ix 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 /> 0 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 8 alarm <br /> Dose tank risers and piping (water tight, insulated, proper depth, drainback) <br /> Mfg 1300 gallons <br /> El dose pump 36 gpm 32 head VERIFY PUMP CURVE 6.1 min ON 9 hr OFF <br /> float setting drop 8.6 inches at 25.5 gpi "DESIGNED" 5.3 inches approx float tether length <br /> 219.0 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 63.0 <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 /> El Bermed topsoil beyond rockbed 12 upslope 16 sideslope 21 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&fittings) <br /> 3.0 ft lateral spacing <br /> 8 7/32 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.