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2000-P02912 - new septic system
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2000-P02912 - new septic system
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Last modified
8/22/2023 5:26:15 PM
Creation date
8/28/2017 10:47:43 AM
Metadata
Fields
Template:
x Address Old
House Number
500
Street Name
North Arm
Street Type
Drive
Address
500 North Arm Dr
Document Type
Septic
PIN
0611723310009
Supplemental fields
ProcessedPID
Updated
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� G. DOWNSLOPE BERM WIDTH si°�:= �°°u 1' <br /> ,_- 1. If landslope is 1% or more, ::. <br /> subtract rock layer width from adsorption width ` ` R�1, R�gtip.�. , i <br /> ,1;+ t <br /> to obtain minimum downslope berm toe .a�s�►a ;�. � <br /> , , - '::•.:: b..Topsoil <br /> �_ft-.1�ft = / d ^ feet ac�.�sou <br /> 2. Calculate Minimum mound Size <br /> a. Determine depth of clean sand fill at u�io�wam ��►�wd�n <br /> upslope edge of rock layer: . RO��d� Absorption Width <br /> Separatiort 3' -�ft=�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 /> �_ft + lft + lft =�_feet �'� <br /> c. Enter table with landslope and upslope berm , � vpgi�e Width <br /> ratio. Select berm multi lier of �,� � ` ' � �r�*'°�*`� d . ' <br /> P ' Upslo e Width '��o, ��Y� �k� �kenke�Q p :Upslope Width <br /> .�''.+�� �� Width o ��.e P'..$a�Or4 L� <br /> d. Multiply berm multiplier by upslope mound � � +�� ��,�, � �,ana�dk�o$. <br /> height to find upslope berm width: ,� ' ' ��°��'�� � p " " ��$°�°Q e <br /> � , <br /> � x �� � _ �_feet � • <br /> e. Multiply rock layer width by � �� � �' ` <br /> ° Downslope W�dth ?� <br /> landslope to determine drop in elevation; `� � , ' ' Absorphon W�dth �,� <br /> , � <br /> i v x /a %= 1 0 0= 1, � feet r...: �<. t , 1 ; r <br /> .,:. .. .,. ,� ` , <br /> . <br /> _ <br /> f. Add depth of clean sand for slope Totai�n�, �� <br /> difference (2e)at downslope edge,to <br /> �•� the mound height at the upslope edge <br /> of rock layer (2d) to find the downslope height; <br /> 3 ft + I .�. ft= ���i feet <br /> g. Enter table with landslope and downslope berm ratio. Select <br /> berm multiplier of �� �5 <br /> h. Multiply berm multiplier by downslope mound height to get g�SLOPE MULTIPLIERS <br /> downslope berm width: <br /> `i,.� X �.�:° _ ,?,a feet `'�a '� �,�' " ��O I,yud DOWNSLOPE UPSLOPE <br /> 1. COTTI are the values of ste G.1 �o berm multlplie�s tor various berm multlpiiers for various <br /> P P -�- in 96 berm dope ratlos berm slope ratios <br /> and Step G.2h�_-�-���� ��' <br /> Select the greater of the two values as the ��► <br /> downslope berm width; a�' feet o s.o a.o s.o 6.0 �.0 3.o a.o s.o 6.0 �.o a.o <br /> j. Total mound width is the sum of 1 3.0� a.i� s.26 6.38 �.ss z.9i s.as a.�b s.� 6.sa �.ai <br /> upslope berm (G.ZCl� 2 3.19 4.35 ' S.56 6.82 8.14 2.83 3.70 4.54 536 6.14 6.90 <br /> width plus rock layer width(D.2� 3 3.30 4.54 5.88 732 8.86 2.75 3.57 4.35 5.08 5.79 6.45 <br /> 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 <br /> plus downslope berm width(G.21�� S 3.53 5.00 6.67 8.57 10.77 2.61 3.33 4.00 4.62 5.19 5.71 <br /> �_ft+�_ft+ a 7 ft= ys feet 6 3.66 5.26 7.14 938 12.07 2.54 3.23 3.85 4.41 4.93 5.41 <br /> IC. Total mound length is the sum of upslop� 7 3.80 5.56 7.69 l0.34 13.73 2.48 3.12 3.70 4.23 4.70 S.13 <br /> berm width (G.2d) plus rock layer length(D.3) 8 3.95 s.ss 833 ii.sa is.9i z.a2 3.03 3.57 a.os a.a9 a.sa <br /> plus upslope berm width(G.ZC��� 9 4.11 6.25 9.09 13.04 18.92 2.36 2.94 3.45 3.90 4.30 4.65 <br /> I � ✓ � � �+ <L ft+ � �}_ �O` feet 10 4.29 6.67 10.00 15.00 2333 231 2.86 333 3.75 4.12 4.44 <br /> '� «`,'e_ �;� S`D � v �'j v 1 I 4.48 7.14 I 1.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 <br /> l2 4.69 7�6. ' 12.30 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 <br /> Final Dimesions. ott:The product of the multiplier end the hei��ht results in the horizontal distance to where the <br /> rm meen the od ind let�tlope EzamPle:Height at uPper edge of rock layer is 3A feet,rcek <br /> y� ayer is 10 feet wi� land d is 6'b and berm a(ope raao is 4:1.Upslope berm width is 3.23 x <br /> X 6 .0�9.7 ft;he�' ht at lowac e�e of rock layer is 3.0+10 x 0.6=3.6 ft and downslope berm wid <br /> � s5.26x3.6�I8.9R. <br />
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