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septic design - no permit on file
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Ferndale Road North
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507 Ferndale Road North - 36-118-23-13-0007
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septic design - no permit on file
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Last modified
8/22/2023 5:01:19 PM
Creation date
8/16/2016 11:43:20 AM
Metadata
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Template:
x Address Old
House Number
507
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
507 Ferndale Road North
Document Type
Septic
PIN
3611823130007
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G. DOWNSLOPE DIKE WIDTH <br /> 1. If landslope is 3% or more, subtract rock layer width from <br /> . adsorption width to obtain minimum downslope dike toe for <br /> absorption: <br /> /S.Zft- �� ft = 5�• Zfeet <br /> 2. Calculate minimum mound size based on geometery: <br /> a. Determine depth of clean sand fill at upslope edge of rock <br /> layer: Separation I feet <br /> b. Multiply rock layer width by landslope to determine drop ,,,�,�,,,� <br /> in elevation; Slope Di f ference � ���� <br /> /� x �_% �- 100 = 0,g feet ��--� <br /> c. Add depth of clean sand depth of clean sand for L�''°"�� -�M�-�-�• <br /> separation at upslope edge (2a) to depth of rock layer to AodB.dw.d�A� <br /> rock depth and the depth of cover to find the total mound °"�'"Q'`"�'" <br /> -�' �_ <br /> height at upslope edge of rock layer; <br /> _� ft + 1 ft + 1 ft = L feet <br /> d. Enter table on page bottom with landslope and upslope <br /> dike ratio. Select dike multiplier of � �v <br /> e. Multiply dike multiplier by upslope mound height 3,4x ��,, �p__ ���� <br /> to get upslope dike width:�.ov x � = 12 feet � � X ,� . <br /> f. Add the de th of slo e difference (2b) to the u slo e -� �� I�w` _ �� � �_ <br /> P P P P z,�x-�r,,x��,_2; �, _, _ <br /> height to get the do�vnslope height . <br /> �i � , , .. _ <br /> r Y ; �r , �6�� <br /> �_+4„� = 5�, feet <br /> g. Enter table on page bottom with landslope and ���.���_:�_-:�5�-'- <br /> downslope dike ratio. _ _ <br /> Select dike multiplier of /�G �� �" - <br /> h. Multiply dike multiplier by downslope mound height <br /> to get downslope dike width:G,G 7 x •` _� feet <br /> i. Compare the values of step G.1 and Step G.2.h. Select the <br /> greater of the two values as the downslope dike width; <br /> 2� feet <br /> ). Total mound width is the sum of upslope dike R«�'sea'iviau;�'.�'� ' " °.�:'��io�'ai�'wid�;'''�' �'�' <br /> width plus rock layer width plus downslope '���� ��'���"�'�� �::::�:;�::�:::� <br /> dike width; `'����� xa l3ed Length ��-.R <br /> � .��'°��:�_�r�;�:ll::;':I;:•:;:1;'r{-'. ;:,;:;.';:;J,-';.`f.:.!'•'':•'':•'':•'':•'':•'':•'':•''�:•'�''_�'� <br /> �2 ft + � `� ft +2� ft= �feet Upslope�Dike Wldth ••.;Upslo��wid�, <br /> k. Total mound len th is the sum of u slo e . _ __ <br /> g P P <br /> dike width lus rock la er len th lus � ��Sio��'�a��'w�d�fi��� <br /> P Y g P <br /> u slo e dike width; � <br /> P ^�P r r 7 <br /> � C�- !t '�' � ^ ,lt '�' /Z ft =--�- feet � �������Taal�Length...•.. <br /> Wi1S OPC pS OpC <br /> ll I:l 5:] &1 7:1 3:1 �:I 5:1 &1 7:3 8:1 <br /> s�lope <br /> 0 3A LO 5.0 60 7.0 3.0 �.0 5.0 6.0 7.0 8A <br /> 1 3A9 �.17 5.26 638 753 291 3.85 4J6 5.66 65� 7,�7 <br /> 2 3.19 {35 556 (ffi 6.14 2%7 3.70 t5! 536 G74 6.90 <br /> 3 330 �S! 5.88 732 8.86 275 357 �.35 S.OB 5.79 6.G5 <br /> L 3A1 l.76 425 7.89 9.72 268 3.1i t.17 4.84 5.46 6.06 <br /> 5 � 353 5.00 (y(�.. SS7 10.T7 261 333 4.00 {.62 5.19 5.71 <br /> 6 366 5.?b 7.1� 9.38 ]2.(T! 251 3.73 3.A5 4.11 l.93 5.41 <br /> 7 3d0 556 7.bD lU3! 1373 2�8 3.12 3.7'0 �.23 �.70 5.13 <br /> 8 3.A5 5�8 833 1151 15.91 Zl2 3.Q3 357 4.Q5 �A9 �B8 <br /> - 9 !11 625 9.09 13.04 1892 236� 29� 3.15 3.90 !�0 �.65 . <br /> 10 t.29 b67 30.0 15.00 1333 231 286 333 3.75 4.12 �.4! <br /> il 1.{8 7.74 11.1] 17b5 3at3 Z26 27a �.23 3.b1 3.95 �16 <br /> 12 !19 7.69 1250 �- 21.�3 tJ.75 2Z] 270 3.12 3.49 3.80 �.OB <br />
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