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4185 Bayside Road - 06-117-23-14-0012
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Last modified
8/22/2023 5:23:37 PM
Creation date
9/1/2015 2:25:58 PM
Metadata
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x Address Old
House Number
4185
Street Name
Bayside
Street Type
Road
Address
4185 Bayside Rd
Document Type
Septic
PIN
0611723140012
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G. MOUND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> . (landslope greater than 1%) <br /> over 1 <br /> 1. Downslope absorption width = absorption width (F) D �'D �P q� n :D <br /> o� ba�ggogo <br /> minus rock layer width (D2) ,C1ed�Sand�f 6"Topsoil <br /> n /� r �--,e. � ��i�. :� <br /> ���' / ��- �� �t = � / 1 t ' eparetion_L�_ft - <br /> - Restricting Layer ���` <br /> Upslop dth(G2d) Rock W dth(D]) �w�slo Wideh(C2i) <br /> 2. Calculate mound size f�-f' __�, a� H <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of <br /> rock layer = 3 ft minus the distance to restricting laye� (C ) p`bsorptionwidrth-$and(� <br /> 3 ft- ,►T � ft = J• � ft ��� <br /> b. Mound height at the upslope edge of rock D-34: S OPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) ��,a UPSLOPE DOWNSLOPE <br /> at upslope edge plus depth of rock layer (1 ft) �'°�e multipoiPe rao;osarious °'°'t5lope ratios arious <br /> plus depth of cover (1 ft) s:� 4:� s:� 6:� �:1 s:� 3:� 4:1 s:� 6:1 �:1 <br /> Ir� ft + lft + lft = 3• / 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•9 3.85 4.76 5.66 6.54 7.91 3.09 4.77 5.26 6.38 7.53 <br /> 3'�J �SL'e figure D-34) 2 Z•8 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'� 3.57 4.35 5.08 5.79 6.45 3.30 4.59 5.88 7.32 6.86 <br /> upslope mound height (G2b): 4 2.6 3.45 4.17 4.89 5.46 6.06 3.41 A.� 6.25 7.89 9.72 <br /> -----__ ___. _._._.________ <br /> 3�� X�y/ ft = ��J tt 5 2•6 3.33 A.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> � 1 <br /> DOWNSLOPE 6 2.5 3.23 3.85 9.91 9.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> 7 2.4 3.12 3.70 9.23 9.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times g Z.g 3.03 3.57 9.05 4.49 4.88 3.95 5.88 8.33 17.54 15.91 <br /> percent landslope (C5) = 100 9 2.3 2.94 3.45 3.90 4.30 9.65 4.71 6.25 9.09 ]3.04 ]8.92 <br /> 1(� lt X�% = 1�� _ _�it 70 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 ]0.00 75.00 23.33 <br /> f. Downslope mound height= depth of clean 11 2.26 2.78 3.23 3.61 3.95 4.26 9.48 7.19 ]l.11 ]7.65 30.4� <br /> sand for slope difference (G2e) at downslope �Z Z•21 Z•70 3.12 3.49 3.80 4.08 9.69 7.69 �12.SD 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) � <br /> 3•7 ft + .�_ ft = '�,1 ft <br /> g. Downslope berm multiplier based on percent land slop <br /> �-I�7(� (see figure D-34) � L��- <br /> i � _ _.. <br /> h. Downslope width = downslope multiplier ` Upslope dth(G2d) <br /> (G2g) times downslope mound height (G2� �3I '��'' ft <br /> � X �. 1 it = �� it � Upslo e idth(G2d) Rock Bed / Upslope Width(G2d) <br /> r�. ��r�f width(D2) 1 !�_ft <br /> i. Select the greater of G1 and G2h as the ,3�- I-ength(D3)�� <br /> downslope width: ac� ft o Downslope Width(G2i) �a f� <br /> j. Total mound width is the sum of upslope Absorption W;dw«>_►2 <br /> width (G2d) width plus rock layer width _ a \-' <br /> _ _ .1 <br /> (D2) plus downslope width (G2i) To�a��engw«Zk>�___f� <br /> �_ ft + 1� ft + �� ft = y3 ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> 13 ft + '�� ft + !'� ft = Co� feet <br /> �,� ..} �� � .1_ � ,� �� <br /> inal �imensions: <br /> � x ��'��� � <br /> 1 hereby certify that I have C.ompleted this work in accordance with ap licable ordinances, rules and laws. <br /> �� C�;�m.� � L� <br /> �/ ` � '_�-'--�... (signature) �`"� (license#) �� -�,�-'(�'7 <br /> (date) <br />
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