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2002-P05491 - repair septic system
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1100 Knoll Manor Road - 26-118-23-31-0012
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2002-P05491 - repair septic system
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Entry Properties
Last modified
8/22/2023 4:16:38 PM
Creation date
4/10/2017 3:12:21 PM
Metadata
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Template:
x Address Old
House Number
1100
Street Name
Knoll Manor
Street Type
Road
Address
1100 Knoll Manor Road
Document Type
Septic
PIN
2611823310012
Supplemental fields
ProcessedPID
Updated
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i. .MOLTND SLOPE WIDTH&LENGTH Landslope> 1% slope ; <br /> "Cland§7ope greater than 1%) � , . <br />. Dowi�slope absorption�width= absorption width (F) <br />�inus rock layer width (D2) � � 6"Topsoll <br /> a� . � ft- �d ,�_�� �„-,� ,�„tr,�„��.,,.. -'-�- <br />. Calculate mound size "o'�°''"'°�""' �Otk Widt*D2) �����n <br /> TPSLOPE , . � � <br />. Depth of clean sand fill at upslope edge of � � „��,,,�,.s,,,,�, <br />�ck layer = 3 ft minus the distance to restricting layer (C1) `` <br />� ft- �. S ft= 1� ft <br />. Mound height at the upslope edge of rock D-sa sLorE Mcn.TTr��B� <br /> yer = depth of clean sand for separation(G2a) c.�a vrsi.orF DOWNSLOPE <br /> upslope edge plus depth of rock layer(1 ft) i�°� m"'a��"'�`°"` �'"'`�•P��fa�:'�°"` <br />'.us depth of cover(1 ft) 4 �•1 <br /> i�, ft+ 1ft+ 1ft= 3,� ft � � �•0 S.0 6.0 7A d.0 7.0 4A 5.0 6.0 7.0 <br /> Upslope berm multiplier based on land slope 1 �.s� 3.es �.�6 s� �.0 �.�1 s� �.17 5.26 esa �.53 <br /> ? •Z� (see figure D-34) � 2 z.as s.�o �.� s.�6 �.0 e.90 �.�9 4.95 5.56 6.az s.�4 <br /> Upslope width = berm multiplier(G2c) times s x.� a.s� us a.oe s.r� e:�s sao �.s� s.as. �az e.86 <br />�slope mound height(G2b): � �° � �'1' �.e� � �.o� a.0 �.�6 �.xs '.e9 9.'1 <br />: ,�� X 3 , � _�� s zsi s.�s �.00 �.sx s.v a.� us s.00 �� as� io.�� <br />�WNSLOPE 6 ` zst �7 s.as �u t� s.0 s.� 3:sc �a4 9.�a iz.o� <br /> 7 2.18 3.12 3.70 4.?3 �.70 5.33 3.80 5.56 7.69 10.34 13.73 <br /> Drop in elevatian= roc.lc layer width (D2)�times e us sm� ,s.�, �.os �..s l.Ed �.95 s.ea s.9s ��s4 �5.9� <br />�rcent landslope (C5) + 100 � � 9 � �.s+ a.*s s.�o �.�o s.ss �.ii 6ss 9.09� 13.oa is.9z <br />�ft X � ��O'{' 100=�ft 10 2.31 Z.86 3.53 3.75 l.12 4A{ 4.29 6.67 10.00 15.00 23.33 <br /> Downslope mound height= depth of clean u z� �n .' � s.�i �.�. � +.�a �ai iiai i�.ss so.as <br /> nd for slope difference �G2e) at downslope � � Z�o s.� s.�9 �.ao �.o� {.69` 7.69 �.so si.a3 43.�s <br /> ck edge plus the mound height at the . <br />�slop e edge of rock layer (G2b) � � <br /> .S ft+ , G ft=�ft � �'�� <br /> Downslope benm multiplier based on percent land slop � • <br /> �.�� (see figure D-34) . <br /> Downslope width = downslope multiplier ' � � vp.,�.w�awcc�> "� <br /> 2g) times downslope mound height(G2f) � � <br /> J.Z�O X y�I �� �a ft � Upsiopt fWldfh(+C"jd) ��(D0'� vP�oPt fWidth(G2d) <br />�elect the greater of G1 and G2h as the � . _ o <br /> wnslope width: a.� ft � ^� � ��.w�aa,cc�a__r� Tj �"' <br /> wt,.orpnm w�ea�cr� <br /> Cotal mound width is the sum of upslope -�• . . �� M <br />�th (G2d) width plus rock layer width _ f. : <br />�) plus downslope width (G2i) Taw ti,,,sa,�c� f� <br /> 1 �ft+.�c�ft+�_ft= �ft <br /> Total mound length is the sum of upslope width(G2d) � <br /> s rock layer length (D3)plus upslope width (G2d) <br />_ft+ ft+ ft= feet <br /> � � Final Dimensions: <br /> .. x � � <br /> ereby certify that I hav completed this work in accordance with applicable ordinances, niles and laws. <br />���• C '� si ture 'cense - -�Z- date <br /> ( $� ) (li � . ( ) <br />
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