My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2004-P07458 - new septic
Orono
>
Property Files
>
Street Address
>
W
>
Watertown Road
>
3310 Watertown Road - 32-118-23-44-0015
>
Septic
>
2004-P07458 - new septic
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/22/2023 4:42:29 PM
Creation date
8/21/2019 1:30:53 PM
Metadata
Fields
Template:
x Address Old
House Number
3310
Street Name
Watertown
Street Type
Road
Address
3310 Watertown Road
Document Type
Septic
PIN
3211823440015
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.
/
20
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
G. MOUND SLOPE WIDTH &LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) over ' <br /> 1. Downslope absorption width= absorption width (F) rA,u�'=�„Y. <br /> ha", it3s ?� 'Fl^ 6"Topsoll <br /> minus rock layer width (D2) �" p <br /> :'%:w'x"?'.1��„�.�:��`'..�'6��CIeanSand�• "�t�„rr���,�b <br /> �..�.� .:. .L_. a ::::.;a:�:...r..,.�y a;'�kt?Y it•yti�.Jt,l ' <br /> p.ratlo • it <br /> RnhiNns Lays <br /> Uq d g=d) Rock"hhD2) Dowmi d Mi) <br /> 2. Calculate mound size <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of „e,,,p„ W,dtth.S-d(F) <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) a 7 <br /> 3ft- I- 5' ft= I ft <br /> b. Mound height at the upslope edge of rock n-3a: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) Land UPSLOPE DOWNSLOPE <br /> Slo multipliers for various multi liens for various <br /> at upslope edge plus depth of rock layer (1 ft) in :lope ratios slope ratios <br /> plus depth of cover (1 ft) 3:1 4:1 5:1 6:1 7:1 8:1 3:1 4:1 5:1 6:1 7.1 <br /> ft+ 1ft+ 1ft= 3 .4r ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> C. Upslope berm multiplier based on land slope 1 2.91 3.85 1.76 5.66 6.54 7A1 3.09 4.17 5.26 6.38 7.53 <br /> (see figure D-34) 2 2.83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> d. Upslope width= berm multiplier (G2c) times 3 2.75 3.57 1.35 5.08 5.79 6.15 3.30 4.54 5.88 732 8.86 <br /> 4 2.68 3.45 4.17 4.84 5.46 6.06 3.41 4.76 62S 7.89 9.72 <br /> upslope mound height(G2b): 5 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> P. x 3�-ft =_�-d ft 6 2.54 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 938 12.07 <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times 9 2.42 3.03 3.57 4.05 4.49 4.88 3.95 5.88 8.33 1154 15.91 <br /> percent landslope (C5) -1- 100 9 2.36 494 3.45 3.90 4.30 4.65 4.11 L6.25 9.09 13.04 18.92 <br /> -AP ft X /a + 100 = _ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br /> f.Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 <br /> sand for slope difference (G2e) at downslope U 2.21 2.70 3.12 3.49 3.80 4.08 4.69 7.69 12.50 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> ft + .,:) _ft=-!f-. ft <br /> g. Downslope berm multiplier based on percent land slop _ -gal <br /> Ce.-L �r (see figure D-34) <br /> h. Downslope width = downslope multiplier Upslope V&th(c fd) <br /> (G2g) ti es downslope mound height(G2f) 40 <br /> Rock Bed <br /> )� Upsl a Width(C2d) <br /> �•Z X _ft Upolo tVidth(02d) Lw�iaa�(D2).)JRZ ft <br /> i. Select the greater of G1 and G2h as the g D3 <br /> ft F Downslope widthcc2li ft <br /> downslope width: a <br /> j. Total mound width is the sum of upslope Absorption width(F) <br /> width (G2d) width plus rock layer width <br /> (D2)plus downslope width (G2i) Total Length(G2k)11 ft <br /> 10 ft +eft+ QCW ft= .ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> 10ft+ L� ft +loft= _feet <br /> xe �Z �� Final Dimensions: <br /> y.� X /bv <br /> I hereby certify that I have co pleted this work in accordance with applicable ordinances, rules and laws. <br /> % (signature) ' (license#) �y ' !Sd " (date) <br />
The URL can be used to link to this page
Your browser does not support the video tag.