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1993-005723 (sewer & water)
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4105 Bayside Road - 06-117-23-14-0023
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1993-005723 (sewer & water)
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Last modified
8/22/2023 5:23:54 PM
Creation date
1/19/2016 1:46:21 PM
Metadata
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x Address Old
House Number
4105
Street Name
Bayside
Street Type
Road
Address
4105 Bayside Rd
Document Type
Permits/Inspections
PIN
0611723140023
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Updated
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i <br /> � �. G. � DOWNSLOPE DIKE WIDT�I <br /> 1. If landslope is 2.9 percent or less, basal width inclu es both the <br /> upslope and downslope dike widths, <br /> 2. Calculate minimum mound size based on geometer : <br /> a. Determine depth of clean sand fill at upslope edge of rock <br /> layer: Separation . � feet <br /> b. Multiply rock layer width by landslope to de ermine drop <br /> in elevation; Slope Difference "°°"`°"" <br /> 1 foa Roh d <br /> J x �� % � 100 = � feet �y;��w„�� <br /> c. Add depth of clean sand depth of clean sand for ��,�d�, ' <br /> ��� �, �t ����a��R� <br /> separation at upslope edge (2a) to depth of rock layer to R�,&,W,d,„ <br /> rock depth and the depth of cover to find the to al mound -`'`-�`� <br /> Dawn�lap�Wfd�A <br /> height at upslope edge of rock layer; ��`" �_ <br /> � ft + 1 ft + 1 ft = 3,� feet � <br /> d. Enter table on page bottom with landslope a d upslope <br /> dike ratio. Select dike multiplier of ���� , � <br /> e. Multiply dike multiplier by upslope mound eight <br /> to get upslope dike width: ,-�, ;% x ? ,� = U feet <br /> f. Add the depth of slope difference (2b) to the pslope <br /> height to get the downslope height ?..s(+ , 2 = �I,�% feet <br /> g. Enter table on page E-18 with landslope and downslope <br /> dike ratio. Select dike multiplier of �� ,"7 r. <br /> h. Multiply dike multiplier by downslope mo nd height <br /> to get downslope dike width: �I • `�I x �I 3� = feet <br /> i. Mininmum mound width is the sum of upsl pe dike <br /> width plus rock layer width plus downslope ike width; <br /> �ft + l O ft + � '7 ft = �l � f et R«ks�a`w�dih'���' �:�u�io�ai�'w�a�hJ:�::::.:_�;�:.:�:. <br /> j. Subtract the Minimum width G.i�from the A sorption '�''`�'� '`�''�''''•�'''�''`�'''•�'' :�:�:::•::.:;•::: <br /> width F.4 to find the Additional Downslope re uired for :� R«k°�a�"g+h'� .,�':�::� <br /> Absorption <:: . ..,::.:::..:.:...:...:.::::::::.�;:�: <br /> u�b��;i�w�a�;��� �:.u�io��ai�w�dii,�- <br /> ...... .:....:... <br /> ;::.;:.:::;::::::•::•:'.:. <br /> a�,.�l Et - �1 1 ft = -i 4.3 feet ..... ..:..:..::::.::..:..:..:..:..:..:..:..:..:. <br /> k. Add the Additional Downslo e re uireci for Absort�tion�: '^ . <br /> P q C :� Downalope•.Dike��Width�• 1 / .: <br /> to the downslope dike width and recalul�te th Total � <br /> Mound Width which is is the sum of u slo e ike <br /> P P <br /> width plus rock layer width plus downslope ike width �'�'���'''�'''�''`�''`�'�'�'� ''�'�`�'�`�'�`�'''��� `�'�`�'�`�'�`�'�`��'� <br /> I � ft + � D ft + )' ft = � eet �-TotalLength J`�71� . --.� <br /> 1. Total mound length is the sum of upslope d ke widtll <br /> plus rock layer length plus upslope dike widt ; <br /> )�) ft + _�_ft + 1L ft = �i � et <br /> I � -fi- C��� -�� I � ) i��Z <br /> wns ope ps opc <br /> 3:1 A:t 5:1 6:1 7:1 3:1 4:1 5:1 6:1 7:1 8:l <br /> 9L slope <br /> 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 <br /> 1 3A9 �.17_ 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.A1 <br /> ._1.___ ___ J-19 .. .�4.35� _ 5.56 6.62 8.74 __ _ 2.83 .. __..�3.70� 4S4 5.36 6.14 6.90 <br /> 3 330 lS4 S.RS 732 � 8.86 2.75 357 �.35 5.08 5.79 b.d5 <br /> 1 3.41 4.76 6.25 7.89 9.72 2.68 3.d5 4.17 I.Bd S.db 6.06 <br /> 5 353 5.00 6.67 8.57 70.77 2.61 333 4.00 4.62 5.19 SJl <br /> 6 3.66 5.26 7.14 9.38 12.Q7 2.54 3.73 3.85 6.41 4.93 5.41 <br /> 7 3.80 556 7.69 10.34 1�.73 2.48 3.12 3.70 4.13 C.70 S.1J <br /> 8 3.95 5.88 8.33 i154 15.91 2.42 3.Q) 3S7 1.06 1.49 �.88 <br /> 9 {.11 625 9.09 13.(M 18.92 2. 2.94 3.15 3.90 4.30 1.65 <br /> ]0 !�9 G67 10.0 IS.00 2J33 2.J1 2.86 333 3.75 4.12 1.44 <br /> 11 4.48 7.1d 11.11 17.65 30.43 2.2 2.78 3.73 3.61 3.95 416 <br /> 12 4.69 7.69 1250 21.4J 4).75 2.21 2.70 3.12 3.49 3.80 4.08 <br /> I � <br />
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