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
3) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) <br />(this must match the soil boring log) desired mound ratio 2.7 <br />4)percent site slope (0-20% range) 11 (% downslope site slope, if different than upslope) <br />s) 16 inches, or 1.3 ft. to Redox or other limiting condition (need at least 12" to be a Type 1) <br />Treatment zone contains=inches of 0% soil credit, and =inches of 50% soil credit. Giving a: <br />6) 20 inch, or 1.7 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! <br />7) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows.) <br />8) 0.0 ft. upslope and sideslope <br />17.0 ft. Downslope <br />Individual slope ratios give BERM widths (topsoil beyond rockbed) of: <br />a) 4:1 upslope ratio 11 ft. upslope berm <br />sideslope 13 ft. sideslope berms <br />downslope 31 ft. downslope berm <br />Overall Dimensions: 10.0 1 ft. wide by 88.0 ft. long Rock bed <br />52 ft. wide by 114 ft. long Mound footprint <br />4" inspection pipe <br />18" cover on tap <br />Upslope berth 11 .J 6 Downslope berm 31 <br />12" cover on sides <br />(6" loamy cap & 6" topsail) <br />1.7 Clean sand lift <br />-7C <br />_ _ _ _ 1.3 _ Depth to Limiting <br />Lirnitinsg Condition — _-- — -- -- -_ — <br />Absor tion Width 27.0 <br />Note: <br />For 4 to 1% slopes, Absorption Width is rneasured from the Bedequally in both directions. <br />For slopes 31 %, Absorption Width is measured downhill from the upslope edge of the Bed. <br />33) Rock Bed: <br />10.0 ft. by 88.0 ft. by inches under pipe, plus 20% gives =yd' or *1.4= 42 ton <br />34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) <br />43.6 up + 158.9 downslope + 12.6 ends + 65.7 under rock =337 yd' or *1.4= 472 ton <br />plus 20% <br />35) Loamy Cap: <br />48 ft. by 110 ft. 6" deep, plus 20% gives 118 yd' or *1.49 165 Ton <br />36) Topsoil: <br />52 ft. by 114 ft. 6" deep, plus 20% gives =yd' or *1.4= 185 ton <br />I hereby cert' y that I have completed this work in accordance with all applicable ordinances, rules and laws. <br />Rusty olson's Soil & Pere 810 6/29/2019 <br />signer Signature Company License# Date <br />
The URL can be used to link to this page
Your browser does not support the video tag.