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2003-P06605 - new septic system
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2530 Fox Street - 04-117-23-41-0010
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2003-P06605 - new septic system
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Last modified
8/22/2023 5:13:24 PM
Creation date
10/21/2016 1:44:37 PM
Metadata
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Template:
x Address Old
House Number
2530
Street Name
Fox
Street Type
Street
Address
2530 Fox St
Document Type
Septic
PIN
0411723410010
Supplemental fields
ProcessedPID
Updated
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G� ' .MO'CJND SLOPE WIDTH & LENGTH Landslope > 1% slope <br /> � (landslope greater than 1%) p��r <br /> 1. Downslope absorption width = absorption width (F) �;�Gr� a '�, +�;; , <br /> A� +�� <br /> minus rock layer width (D2) �'t��'a��� '�� � " ��;,�'��'ti�- 6•'T°ps°° <br /> �� c� , <br /> '�.�..� .;;G'�m!i2 1f`5��h�.��'``n.�'GeanASandw,:��s Mt.�Slr�f�;' r ''� � <br /> a�.� ft- 1� ft= � � ft ' �- ,:� N ����,:.� ___� <br /> pmdo h ..:rr �r.�: <br /> R„vMM�Ly�r <br /> Up�b�,N7dth�C2d) Rock Idthf'DR) �O"'^+b�IWIdU�(n1q <br /> 2. Calculate mound size ---•�-- <br /> UPSLOPE , <br /> a. Depth of clean sand fill at upslope edge of ,, Wld�h-S�nd(F� <br /> rock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3 ft - a '�- ft = I,c� ft <br /> b. Mound height at the upslope edge of rock D-�a: SLOPE MULTIPLIER TABLE <br /> layer = depth of clean sand for separation (G2a) �..,,a UPSLOPE DOWNSLOPE <br /> Slo e mulHpllea for varfou� multi llerc for various <br /> at upslope edge plus depth of rock layer (1 ft) �+� .�o�r.�o. .Pope ratios <br /> plus depth of cover (1 ft) �. :� a� s:� 6: �:, <br /> 1, n ft + 1ft + 1ft = 3•0 1L 0 9.0 4.0 S.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 2.91 3.85 d.76 5.66 6SL 7.41 3.09 4.17 5.26 6.38 7.53 <br /> 3• ��- (see figure D-34) 2 2•83 3.70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> Cl. Upslope width = berm multiplier (G2c) times 3 2'�S 3.57 4.35 5.08 5.79 6.45 3.30 4.54 5.88 7.32 8.86 <br /> upslope mound height (G2b): 4 Z68 3.45 3.17 4.8� 5.46 6.06 3.41 �.76 6.25 7.89 9.T1 <br /> S 2.61 3.33 4.00 4.62 5.19 5.71 3.53 5.00 6.67 8.57 10.77 <br /> 3,12 x 3,o ft =_�,_ ft <br /> 6 2.54 3.23 3.85 4.d1 4.93 5./1 3.66 5.26 7.14 9.38 12.07 <br /> DOWNSLOPE , 2.18 � 3.70 4.23 4.70 5.13 3.80 S.S6 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times g Z,�q 3.03' 3.57 4.05 4.49 4.88 3.95 5.88 8.33 11.54 15.91 <br /> percent landslope (C5) '�" �.�� 9 2.36 2.94 3.45 3.90 4.30 4.65 4.11 6.25 9.09 13.04 18.92 <br /> /l� ft X I % + 1�� _ �1� 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 ]0.00 15.00 23.33 <br /> f. Downslope mound height= depth of clean Il 2.26 Z.78 , 9.13 3.61 3.95 4.26 4.48 7.14 11.11 17.65 3�.43 <br /> sand for slope difference (G2e) at downslope � � �1 T.70 3.32 3.49 3.80 4.OH 4.69 7.69 12.50 21.43 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) � � <br /> 3, o ft + �_ft=�_ft <br />�. Downslope berm multiplier based on percent land slop � <br /> �.S� (see figure D-34) ` `�� � <br /> z. Downslope width = downslope multiplier ' � vp.,o,x�,dwcc?d> <br />;G2g) times downslope mound height(G2� y�� <br /> 5.�L x 3•� ft = �_ft � Upslope W1dth(G2d) Widkth D 1d Up lope Width(G2d) <br /> . Select the greater of G1 and GZh as the � --�--" u^gwcD�,� " <br />�ownslope width: � � 1L � i DownslopeWidth(G21) �) ft <br />. Total mound width is the sum of upslope I AbsorpHon Width(�� <br /> vidth (G2d) width plus rock layer width _ a _ \f <br /> D2) plus downslope width (G2i) Total Length(G2k) 1� O f� <br />�_ ft + i c� ft + a i f�= y,o ft <br />:. Total mound length is the sum of upslope width (G2d) <br />>lus rock layer length (D3) plus upslope width (G2d) <br />� ft + ��s ft +� ft = �.c� feet <br /> a ► �- �� � a, ��� Fina1 Dimensions: <br /> �� ` x � �s �a-�-� <br />`.hereby certify that I have completed this work in accordance with applicable ordinances, rules and laws. <br /> ��., � <br /> ��-�' �/ -' - ����------- (signature) 3'"1� (license#) `7S - 1 I -U"Z-- (date) <br />
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