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1999-011415 - new septic
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3075 Farview Lane - 04-117-23-33-0006
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1999-011415 - new septic
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Last modified
8/22/2023 5:12:20 PM
Creation date
8/8/2016 12:35:34 PM
Metadata
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Template:
x Address Old
House Number
3075
Street Name
Farview
Street Type
Lane
Address
3075 Farview La
Document Type
Septic
PIN
0411723330006
Supplemental fields
ProcessedPID
Updated
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G�. , <br /> DOWNSLOPE BERM WIDTH S'°�'- �, c°""'� <br /> � 1. If landslope is 1% or more, <br /> subtract rock layer width from adsorption width �R�1" 4�o'' �� i, <br /> ,:-' ��-.. i <br /> to obtain minimum downslope berm toe d��d • ', 6.T��u <br /> a�.� ft _�ft = _J__2-_feet a�s�� $`�u � s� • <br /> 2. Calculate Minimum mound Size <br /> Upslope Width Dowasl Width <br /> a. Determine depth of clean sand fill at ,o �_ <br /> upslope edge of rock layer: �wa� n���wath <br /> Separation 3' - a.o ft = /.0 feet <br /> b. Add depth of clean sand for separation (2a) <br /> at upslope edge, depth of rock layer (1 foot) to depth of cover <br /> (1 foot) to find the mound height at the upslope edge of rock layer; <br /> /. o ft + lft+ lft = 3•� feet - �o � - <br /> c. Enter table with landslope and upslope berm . up��w�a�n . <br /> ratio. Select berm multiplier of 3.3� . - <br /> ' U 5j0 E W1dY}i�:� QQo°ep4DA��.� ROCIC B2d �p�Vqy��f ,.UPS�Op2�Idf�l '.. <br /> d. Multi 1 berm multi lier b u slo e mound p p ::� �Aa? �dth �'' ,Q;�;da;A <br /> PY P Y P P �- ,ati � a � a �a,b� _�- <br /> +� �b4abQeo p P P �a9���� p� �a«o <br /> height to find upslope berm width: � -a �' a ° �� ' <br /> L � r <br /> ��X �.� -L_,feet � <br /> 3 .' , ; � < <br /> e. Multiply rock layer width by � <br /> F°, ' Downslope wdth� <br /> landslope to determine drop in elevation; �,��tion�,,r,a�,�_ . <br /> /o x � %= 100 = - <br /> .� feet _; '; <br /> ., , . . .. <br /> , .:, <br /> ,: ,:: . .: ,. <br /> f. Add depth of clean sand for slope Toc�l�,�, <br /> �� <br /> difference (2e)at downslope edge, to <br /> the mound height at the upslope edge <br /> of rock layer (2b) to find the downslope height; <br /> �.�,_ft + � �� ft = 3•� feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of S• o • <br /> h. Multiply berm multiplier by downslope mound height to get <br /> downslope berm width: <br /> S,� x�.:�, - ��„ feet BERM SLOPE MULT'IPLIERS <br /> i. Compare the values of step G.1� <br /> and Ste G.2h_�_ r..�a DOWNSLOPE UPSLOPE <br /> P Slo berm multiplkrs(or variau berm multlplias for varioiu <br /> Select the greater of the two values as the io% ��o���� n«�sb��e� <br /> downslope berm width; feet 5, 4• 5• 7• <br /> j. Total mound width is the sum of o 3.o a.o s.o b.o �.o s.o a.o s.o 6.0 �.o s.o <br /> upslope berm (G.ZC�� I 3.09 4,17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.41 <br /> width plus rock layer width (D.2) 2 3.�9 a.ss s.sb 6.az a.ia z.s3 3.�o a.sa 5.36 6.ia 6.90 <br /> plus downslope berm width(G.21�� / 3 3.30 4.54 5.88 7.32 8.86 2.75 3.5'/ 4.35 5.08 5.79 6.45 <br /> /� ft +�ft + ,�_ ft = �� feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 <br /> iC. Total mound length is the sum of upslope 5 3.53 �5.00 6.67 8.57 10.77 2.61 •3.33 ` 4.00 4.62 5.19 5.71 <br /> berm width (G.2d) plus rock layer length (D.3) 6 3.66 s.z6 �.,a 9.38 iz.m z.sa s.z� 3.ss a.ai 4.93 s.a� <br /> plus upslope berm width (G.ZC��; 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 <br /> �ft + 5 o ft + io ft - �o feet 8 3.95 s.as 833 �i.sa is.9i z.a2 3.03 s.s� a.os a.a9 a.ss <br /> � � + 5� �_ � � $� � 9 4.I l 6.25 9.09 I3.04 18.92 2.36 2.94 3.45 3.90 430 4.65 <br /> 10 4.29 6.67 10.00 15.00 2333 2.31 2.86 3.33 3.75 4.12 4.44 <br /> Final Dimensions. �l 4.48 7.14 Il.11 17.65 30.43 2.26 2.78 3.23 3.6! 3.95 4.26 <br /> 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 <br /> 3 � X � � ��'� . <br />
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