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2002-P04904 - new septic system
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795 Ferndale Road North - 36-118-23-12-0014
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2002-P04904 - new septic system
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Entry Properties
Last modified
8/22/2023 5:01:07 PM
Creation date
9/7/2016 1:26:27 PM
Metadata
Fields
Template:
x Address Old
House Number
795
Street Name
Ferndale
Street Type
Road
Street Direction
North
Address
795 Ferndale Road North
Document Type
Septic
PIN
3611823120014
Supplemental fields
ProcessedPID
Updated
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G. �.r�ZOL3ND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> (landslope greater than 1%) o��r <br /> 1. Downslope absorption width = absorption width (F) 4p�,fY,k�b b�����g >� ;�°�, <br /> minus rock layer width D2 � �' ��� F ����� � �� �' �s� P <br /> / 1 i )�,a� ` A ^' , ' d r' w' 6"To soll <br /> \ 1 '�-��,�. �rN�?�':)f� � �, ,, �Gean 5and js,,.k 1 r�i�5i;i �14. <br /> �ri��p..�� ft- /� .ft - t � ft panHon 1..> h �..�,_ <br /> R..�.+�m,s�y.. <br /> Up�bpj�Wld„(C2d) Roek Wldth�'D1) �O"'^s 1�VId1h(h2q <br /> 2. Calculate mound size <br /> UPSLOPE � <br /> a. Depth of clean sand fill at upslope edge of „b,,,,, Wldith-S�nd(F� <br /> rock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3 ft - � •�� ft = �-� ft <br /> b. Mound height at the upslope edge of rock D-34: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) L�,a UPSLOPE DOWNSLOPE <br /> Slo e multipliert forvarioue multi liers forvarious <br /> at upslope edge plus depth of rock layer (1 ft) �� slope ratloc .Pop�r,�;og <br /> plus depth of cover (1 ft) a; 6:1 �:i s:i a:i s:i 6a �:i <br /> ���� 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 />�. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.54 7.41 3.09 4.17 5.26 6.38 7,53 <br /> �. �2 (see figure D-34) z 2•83 3.70 G.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br />�. Upslope width - berm multiplier (G2c) times 3 2.75 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br />�pslope mound height (G2b): 4 2.68 3.45 4.17 4.8C S.C6 6.06 3.41 4.76 6.25 7.89 9.T1 <br /> S 2.61 3.33 �.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> � •�-c. x :�.o ft = �_ft <br />�OWNSLOPE 6 2.5G 3.23 3.85 4.41 4.93 5.41 3.66 5.26 7.14 9.38 12.07 <br /> 7 2.48 , 3.12.-' 3.70 4.23 4.70 5.13 3.80 ,5.56; 7.69 10.34 13.73 <br />.'. Drop in elevation = rock layer width (D2) times 8 202 �3.03' 3S7 4.05 4.d9 {.88 3.95 5.88 8.33 11.54 15.91 <br />�ercent landslope (C5) + 1�� 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> /C� ft X �% + 1�� _ ��11 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 10.00 15.00 23.33 <br />. Downslope mound height= depth of clean u �6 2.78 . 3.23 3.61 3.95 4.26 4.48 7.14 11.11 17.65 30.43 <br />,and for slope difference (G2e) at downslope � � 2•zl z.�o 3.�z 3.49 s.eo a.os 4.69 7.69 �z.so 21.43 93.75 <br /> ock edge plus the mound height at the <br /> ipslope edge of rock layer (G2b) <br /> 3.v ft + � ft= 3' � ft , <br />;. Downslope berm multiplier based on percent land slop <br /> r•�lo (see figure D-34) - �� - <br />�. Downslope width = downslope multiplier r Upslope�ldth(G fd) <br />:,2g) times downslope mound height(G2fl y°I <br /> r• �O X 3• � ft = a � it � UpslnpeWidth(G2d) Width(DZ). Upslope Widch(G2d; <br /> Select the greater of G1 and G2h as the � "' u"$�c°3,� ---� <br /> ownslope width: a I ft � i Downslope W(dth(G2t)�_.ft <br /> Total mound width is the sum of upslope I AbsorpHon Wldth(F)� <br />�idth (G2d) width plus rock layer width _ �� <br />�2) plus downslope width (G2i) Total Length(G2k) �a E� <br /> � ft + /o ft + a�_ft= � ft <br />. Total mound length is the sum of upslope width (G2d) <br /> lus rock layer length (D3) plus upslope width (G2d) <br />�_ ft + C ft+ � ft = �c �feet <br /> :�, � �� a a, _ �2 Final Dimensions: <br /> yc� X � o ,�3��� . <br /> hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> �� (r%' � ��--`f/'-�- (signature) 3��-� (license#) � ->! -b Z (date) <br />
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