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2003-P06629 - new septic system
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4700 North Arm Drive West - 06-117-23-23-0007
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2003-P06629 - new septic system
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Entry Properties
Last modified
8/22/2023 5:25:34 PM
Creation date
9/25/2017 1:06:48 PM
Metadata
Fields
Template:
x Address Old
House Number
4700
Street Name
North Arm
Street Type
Drive
Street Direction
West
Address
4700 North Arm Dr W
Document Type
Septic
PIN
0611723230007
Supplemental fields
ProcessedPID
Updated
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G. �.MOIIIVD SLOPE WIDTH&LENGTH Landslope> 1% slope <br /> Qandslope greater than 1%) , �r <br /> 1. Dawnslope absorption�width= absorption width (� ' � <br /> minus rock layer width (D2) � b-Topsoll <br /> /� r l --�._, .�,s,�,e�• <br /> �l.. • ! lt-��dt= � �4 ,. •. r _._._. <br /> 1 L P�+� � �LYR <br /> � ���) Ree ldlr(03) ��q <br /> 2. Calculate mound size <br /> UPSLOPE . <br /> a. Depth of clean sand fill at upslope edge of � ' <br /> �w.��� <br /> rock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3ft- /. � ft= �z- ft � . <br /> b. Mound height at the upslope edge of rock D-34: SLOPE MULTBLIEIi TABLE <br /> layer= depth of clean sand for separation (G2a) �..�a VPSLOPE DOWNSLOPE <br /> Slo e mnldpllea for various mnitl llsa for various <br /> at upslope edge plus depth of rock layer(1 ft) ��. .�o��tl�. �o�nu„ <br /> plus depth of cover (1 ft) � _ _ ,:, <br /> �Z ft + 1ft+ 1ft= .Z ft o s.o �.o s.o e.o �.o a.o ao s.o s.o 6.0 �.o <br /> C. Upslope berm multiplier based on land slope 1 2.91 3.85 4.76 5.66 6.5� 7.41 3.09 4.17 5.26 638 7.53 <br /> 3 •� / (see figure D�a34� Z � 3.70 {34 5.36 6.14 6.90 3.19 43S S.S6 6.82 8.14 <br />�. Upslope width = berm multiplier(G2c) times s �'� � �� s.oa s.n 6:�s �o �s.as. �.�z 8.86 <br />:�pslope mound height(G2b): 4 Z68 3.�5 f.17 1.8{ S.f6 6A6 3.{i �.76 6.25 7.89 9.T1 <br /> 3�x 3�ft =�_ft a zsi 3.ss �.00 �.6z s.� s.� s.�s s.00 6.e� as� �aa� <br /> DOVITNSLOPE 6 2.54 3.?3 3.lS �.11 f.93 5.�1 3.66 3.26 7.14 9.38 12.07 <br /> 7 Z18 5.12 9.70 4.23 . 4.70 5.33 3.80 l.56 7.69 30.34 13.73 <br />_'. Drop in elevation = rocic layer width(D2)�times 8 Z�2 3A3' ,S.S7 4.Q5 �.�9 l.6d 3.95 b.88 8.33 1154 15.91 <br />�ercent landslope (C5) 'a' �.�� • 9 4.36 2.94 9d5 3.90 f.30 {.6S 4.11 6.25 9.09 13.04 18.92 <br /> �� ft X y%"�' 1�0= r� ft 10 291 2.86 5.33 3.75 4.12 4.f4 4.29 6.67 30.00 15.00 23.33 <br />�. Downslope mound height= depth of clean u z.�6 �.�a .' a.i� a6i a.95 4.26 �.ts �.ia ii.ii i�.6s so.as <br />�and for slope difference (G2e) at downslope � � ��0 3•32 3A9 3.so �.oa 4.69 7.6s 3z.so s�.as 43.�s <br />•ock edge plus the mound height at the <br /> z slope edge of rock layer (G2b) ' � <br /> �,�- ft + ►3 ft= 3�5� ft � � , <br />;. Downslope berm multiplier based on percent land slop � _�Z , ^ . <br /> y.S4 (see figure D-34) . <br /> l. Downslope width= downslope multiplier '� � � � „�.,P�.�,,,,dwcc�d, � <br /> G2g) times downslope mound height(G2� y�� � � � <br /> 4r��( 3•� ft- l� ft 1.-15'� a0 � UpslopeWldth(GZd) �(D3)3G� Vp 1 pafWidth(G2d) <br /> S e l e c t t h e g r e a t e r o f G 1 a n d G 2 h a s t h e � �-" <br />!ownslope width: ao ft � ` , � �,,.��.w,awcc�; zo re <br /> Total mound width is the sum of upslope a �° j • "b'°�"°"""°w�'�� � <br />�idth (G2d) width plus rock layer width _ �. � <br /> J2) plus downslope width (G2i) Ta�,�„aw���v'_ f� <br />►� ft+�ft+ ar� f�= �ft <br />. Total mound length is the sum of upslope width(G2d) <br /> lus rock layer length (D3) plus upslope width (G2d) <br />�.ft + �_ft+ �. i. ft = �.�- feet <br /> �� . t s-° �' 2� �° � Final Dimensions: <br /> .. . w � x _ � �s� x�v�_ , <br /> hereby certify that I have c �npleted this work in accordance.with applicable ordinances, rules and laws. <br /> . <br /> �>�j• (signature) � � (license�#) . I1 � �a ��.Z-- (date) <br />
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