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septic design - 2003
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0749 Spring Hill Road - 36-118-23-21-0004
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septic design - 2003
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Last modified
8/22/2023 5:02:10 PM
Creation date
3/6/2019 12:43:12 PM
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x Address Old
House Number
749
Street Name
Spring Hill
Street Type
Road
Address
749 Spring Hill Road
Document Type
Septic
PIN
3611823210004
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G. MbLTND SLOPE WIDTH &LENGTH Landslope > 1% slope <br /> ' ' (l�ndslope greater than 1%) �,.. <br /> 1. Downslope absorption width= absorption width (F) _���^` M1 4. y � �'4'. <br /> ��A'''SA'�4:/Y.�- . q p'..�Ste <br /> Wid U l 2 + :w,�=�^ � 6"Topwll <br /> ,N�rty�" P, ��...: �., <br /> minus rock layer (D ) �_,_, s :,q�:.�:��t���m��:g� �;s.�alyCh �t'f����`���s�� <br /> . .t .,.•.. i✓ u,a.,: r /ia• f f <br /> ol (O.� lt� �� �-��lt panHo k �•�•� <br /> �8 VY� <br /> � V��rt��� Roek OtA�D2) ��(�� <br /> 2. Calculate mound size -�� <br /> UPSLOPE <br /> a. Depth of clean sand fill at upslope edge of „a„�,,,,W„w.s,,,,,�, <br /> rock layer = 3 ft minus the distance to restricting layer (Cl) -3i` <br /> 3ft- /• � ft=�,1'r 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 e multiplieis for varioue multi liers for vuiouc <br /> at upslope edge plus depth of rock layer (1 ft) �� :�oa��e� aPo�r��,�. <br /> plus depth of cover (1 ft) :1 ':' :' 6: ':' :' .' ': :' 6:1 ':' <br /> /.S ft+ lft+ lft= 3,5� ft 0 3.0 4.0 5.0 6.0 7.0 8.0 3.0 4.0 5.0 6.0 7.0 <br /> C. U slope berm multiplier based on land slope � 2•91 3.85 4.76 5.66 6.54 7.l1 9.09 4.17 5.26 6.38 7.53 <br /> (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 8.74 <br /> 3 2.75 3.57 1.35 5.08 5.79 6.45 3.30 4.51 5.88 7.32 8.86 <br /> d. Upslope width= berm multiplier (G2c) times <br /> � 2.68 3.45 �.17 4.84 5.06 6.06 3.41 �.76 6.25 7.89 9.72 <br /> upslope mound height(G2b): 5 2.61 3.33 4.00 4.62 5.19 5.71 3S3 5.00 6.67 8S7 30.77 <br /> �,a 3 X 3•� 1 t =�1 t 6 2.54 3.23 -` 3.85 4.41 4.93 5.01 3.66 5.26 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 e Z.�z 3.03 3.s� a.os 4A9 a.ee 3.95 s.ee s.�3 ��sa �s.9� <br /> percent landslope (C5) '� 1�� 9 ?..36 2.91 3.45 3.90 4.30 l.65 4.31 6.25 9.09 ]3.04 ]8.92 <br /> �Q_ft X_�%-t- 100 = �_ft 10 2.31 2.86 3.33 3.75 4.12 4.44 4.29 6.67 ]0.00 35.00 23.33 <br /> f. Downslope mound height= depth of clean 31 Z.Z6 2.78 3.23 3.61 3.95 4.26 l.48 7.14 Il.11 17.65 30.43 <br /> sand for slope difference (G2e) at downslope � 2�1 z.�o 3.12 3.49 a.�o ..oe l.69 7.69 �.so Z�.ss 43.75 <br /> rock edge plus the mound height at the <br /> upslope edge of rock layer (G2b) <br /> 3' S ft +�_ft= 4,t ft <br /> g. Downslope berm multiplier based on percent land slop _ ��y�_ <br /> ��� to (see figure D-34) <br /> h. Downslope width = downslope multiplier � Upelopq Width(G fd) <br /> (G2g) times downslope mound height(G2� <br /> M � <br /> S,'2rV x 4•1 ft=�_ft � UpslqpeWidth(G2d) g�',���+� Ups�f�dth(G2d) <br /> i. Select the greater of G1 and G2h as the � ���- D� �'` <br /> downslope width: �� ft � Downslope Width(G2i)�j�h <br /> j. Total mound width is the sum of upslope Ab'°rn"�W`dwc��� <br /> width (G2d) width plus rock layer width <br /> (D2) plus downslope width (G2i) ToW Length(G2k)�E� - <br /> �._ft+�.Q._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 /> �_ft+,�_ft+ � � ft= 1�y feet <br /> �� � 8Z *� �''` '�� Final Dimensions: <br /> �3' x 1 a � � � <br /> I hereby certify that I have com leted this work in accordance with applicable ordinances, rules and laws. <br /> . '�"""�-�slgnature) �'�1 (license#) i )- 1� C�'Z (date) <br />
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