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2003-P06971 - new septic system
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2003-P06971 - new septic system
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Entry Properties
Last modified
8/22/2023 5:10:28 PM
Creation date
5/2/2017 1:43:39 PM
Metadata
Fields
Template:
x Address Old
House Number
380
Street Name
Leaf
Street Type
Street
Address
380 Leaf St
Document Type
Septic
PIN
0411723230027
Supplemental fields
ProcessedPID
Updated
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� � � '�1 Yvl J�'��( ��''S� <br />�. .MOUND SLOPE WIDTH&LENGTH Landslope> 1% slope <br /> (landslop�greater than 1%) � � <br />�. Downslope absorption•width= absorption width (F� „ s-Top�oq <br /> ninus rock layer width (D2) ,��, ,�s.,,a <br /> a�,� ft- I� ,ft= �ft p.,. ' _._._' <br /> k•. <br /> �� <br />'.. Calculate movnd size � ""°'"�'°� 1�eek ,.,�,�o:, � w�a�� <br /> JPSLOPE , . � � <br />.. Depth of clean sand fill at upslope edge of � � ' � ��w.�� <br /> ock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3ft- i, �d ft= - Z ft ' . <br />�. Mound height at the upslope edge of rock D'34: SLOPE MULTlPLIEIt TABLE <br />�yer = depth of clean sand for separation(G2a) t,.,,a vrstorE aowrrsLOPs <br /> Slo mnld llm forvartons multi lier�forvarioue <br /> t upslope edge plus depth of rock layer(1 ft) ��' io��d�. ,�o�na„ <br /> '.us depth of cover (1 ft) � � • t = : ,:, <br /> •�- ft+ 1ft+ lft= 3.�- ft o �.o �.o a.o �.o �a a.o a.o �a s.o e.o �.o <br />, Upslope berm multiplier based on land slope 1 �.� 3.e� �.�6 a� � �.�1 s.o� 4a� sss 6.�a �.53 <br /> 3.1 �. (see figure D-34) � z � �� �.s� s.�b �as �.�o �.19 s.�s s.se 6.82 8.14 <br />. Upslope width = berm multiplier(G2c) times ' �''� "' "s s�8 �'� � 30 +� �.se. �.�z 8.86 <br /> ,-1ope mound height (G2b): ` �° '� '.1' '.e' s.� 6.0� s..l ..�6 6.�s �.89 9.71 <br /> .;; r)�i X '�2.- � =�� b 4.61 9�3 {.00 4.62 519 S.?1 3.53 bA0 6.67 8.57 10.77 <br /> .;'vVNSLOPE 6 z.s� � s.es su �.� s.0 � s.xe �.ia 9aa �z.o� <br /> 7 2.Ia � 3.70 4.23 4.70 5.33 9.00 .56 7.69 30.34 13.73 <br /> Dro in elevation= rock la er width/�2 �times <br /> p y \'� � 8 2.12 3A3' ,9.57 4A5 �.t9 �.St 9.95 b.88 8.33 1154 15.91 <br />�rcent landslope (C5) + 100 � . � ' � �,� �s �,yo �,� � �,u � y.o9 is.oa 18.92 <br /> 1� ft x �� %+ 100= '� rI ft io z.si za6 s.s� a�s �az s.K s.s9 e.e� io.00 zs.00 23.33 <br /> Downslope mound height= depth of clean 11 2.26 2.�8 ,� 3.�3 3.61 �.95 4.26 4.48 7.14 11.11 17.65 30.43 <br />�nd for slope clifference (G2e) at downslope u � �� �� �f9 � *.oe �.69 �.�9 �.so z�.43 43.�5 <br />�ck edge plus the mound height at the <br />�slope edge of rock layer (G2b) ' � ��� <br /> 3 •Z ft + �'L ft= 3:�i ft � ' , <br /> Downslo�pe berm multiplier based on percent land slop • _ a,_ . <br /> - (see figure D-34) . <br /> Downslope width = downslope multiplier '� ' ' Up.,;�.'��,cc�d, <br />�2g) times downslope mound height(G2f) y-� � . � <br /> Select th�a�tP.r of G1�and GZh as the � v-��`�'��'"�' ��,� Vp�lope fWidth(G2d) <br /> Sr � <br />�wnslope width: 1� ft . � � c�.��wiawcc.�;�r� . <br /> Total mound width is the sum of upslope �• "�tl°"""awc�,�� � � <br /> dth (G2d) width plus rock layer width _ a _ �. � � � <br /> 2) plus downslope width (G2i) ,��„�„�,,« ID� ,� <br /> 1� ft+�o ft+.�_ft= _ �- -�- ft <br /> i otal mound length is the sum of upslope width (G2d) <br /> zs rock layer length (D3) plus upslope width (G2d) . <br /> rc� ft+ (o?G ft+,�_�t= 4s� feet <br /> a� . �- �z �- a� ��� � Final Dimensions: <br /> .. . 4Z X � gy �hJ� ' <br /> ereby certify that I ha e completed this work in accordance with applicable ordinances, rules and laws. � <br /> �� � (signature) ��y� (license#) . � - )'7-b�- (date) <br />
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