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2005-P08997 - septic
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0745 Spring Hill Road - 36-118-23-21-0003
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2005-P08997 - septic
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Entry Properties
Last modified
8/22/2023 5:02:07 PM
Creation date
3/6/2019 12:25:38 PM
Metadata
Fields
Template:
x Address Old
House Number
745
Street Name
Spring Hill
Street Type
Road
Address
745 Spring Hill Road
Document Type
Septic
PIN
3611823210003
Supplemental fields
ProcessedPID
Updated
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C�. ' 'MeJUND SLOPE WIDTH & LENGTH Landslope> 1% slope <br /> (landslope greater than 1%) ��. <br /> 1. Downs�ope absorption width= absorption width (F) ��r,��t*p�f" ��{���� � 6•Topwll <br /> minus rock layer width (D2) � � ' X��' <br /> � �t,�u i� ���,` AP��� kan S�nd� k �'SU' .�s di�. <br /> ��.�. _.,. . .,,, ...,..•:• )�. ,...�a; .t+�� J?l,lT'ki <br /> � � , ? ft- Id it=�'�_ft u ��'�' --_ <br /> panHon�_k <br /> R�rfe�6 YK <br /> Vps d p(G4d) Roek Id1A�tD2) ���'�) <br /> 2. Calculate mound size n <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of "�,w.s.,,,,�, <br /> rock layer = 3 ft minus the distance to restricting layer (C1) <br /> 3 ft- /. 3 ft= 1. � 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) �a UPSLOPE DOWNSLOPE <br /> Slo multipiie�s for various multi tien for various <br /> at upslope edge plus depth of rock layer (1 ft) +��` 6�oa=�e�. .Pope ntios <br /> plus depth of cover (1 ft) 3:' ':' :' 6:' ':' s: .' s:l :' 6:' ':' <br /> ___�__Z ft+ lft+ 1ft= 3_, ��ft o s.o s.o s.o 6.0 �.o s.o s.o s.o s.o e.o �.o <br /> c. Upslope berm multiplier based on land slope ' 2.91 3.85 °.'6 5.� 6.�, '.'1 3.a, s.l� s�b ba8 �.s3 <br /> 3 i� / (see figure D-34) � 2•83 3•70 4.54 5.36 6.14 6.90 3.19 4.35 5.56 6.82 8.14 <br /> 3 2.75 3.57 4.35 5.08 5.79 6.�5 3.30 dS1 5.88 7.32 8.86 <br /> d. Upslope width = berm multiplier(G2c) times <br /> 4 2.68 3.45 l.17 4.8{ 5.46 6.06 3.41 4.76 6.25 7.89 9.72 <br /> upslope mound height (G2b): 5 2.61 3.33 4.00 �.62 5.19 5.71 3S3 5.00 6.67 8.57 10.77 <br /> �X �•� ft =_�ft 6 �.� 3.23 3.85 4.41 1.93 5.41 3.66 526 7.14 9.38 12.07 <br /> DOWNSLOPE 7 2.48 3.12 3.70 4.23 4.70 5.13 3.80 5.56 7.69 10.34 13.73 <br /> e. Drop in elevation = rock layer width (D2) times 8 z.4z 3.03 s.s� 4.os 4.99 �.ae s.9s s.ee e.�3 ��.s4 �s.9� <br /> percent landslope (C5) T 1�� 9 2.36 2•94 3.45 3.90 4.30 4.65 3.11 6.25 9.09 13.04 18.92 <br /> �lt X 3 %+ 1�� _ �-� � 10 2.31 2.86 3.33 3.75 l.12 4.43 4.29 6.67 10.00 ]5.00 23.33 <br /> 1. Downslope mound height= depth of clean 11 2.26 2.78 3.?3 3.61 3.95 4.26 �.l8 7.1/ 11.11 17.65 30.43 <br /> sand for slope difference (G2e) at downslope � �1 2.70 3.12 3.49 3.80 4.08 �.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 /> �.�ft+ •3 ft=��..ft <br /> g. Downslope berm multiplier based on percent land slop <br /> l�,�� (see figure D-34) � 3 <br /> h. Downslope width = downslope multiplier 5 u��o�. wc�fa> <br /> (G2g) times downslope mound height(G2� �}► I <br /> ��� �( .� ft=�_ft � Ups�Width(G2d) W dth(D2) �4 / UPs_IQpe f�dth(G2d) <br /> � Length(D3) �7 l'^� <br /> i. Select the greater of Gl and G2h as the <br /> � <br /> downslope width: /6►' ft � Downslope�dth(G2i)�ft <br /> j. Total mound width is the sum of upslope ''b`°��«�W'dwcF>�2�,� <br /> width (G2d) width plus rock layer width <br /> (D2) plus downslope width (G2i) To�.,,.e„gwcc2k, I'�3 ,� <br /> ��,ft+�ft+_�_ft= �._ft <br /> k. Total mound length is the sum of upslope width (G2d) <br /> plus rock layer length (D3) plus upslope width (G2d) <br /> l�ft+�ft+ �.�ft= 1t3 feet <br /> � e � e'� �' � � f'�� Final Dimensions: <br /> �t � x /� s ,A�� <br /> I hereby certify th t I have c pleted this work in accordance with applicable ordinances, rules and laws. <br /> �--��, ` ��� <br /> (signature) (license#) ��-a fo-�s� (date) <br />
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