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2017-00606 - septic
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430 Brown Road South - PID: 03-117-23-42-0011
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2017-00606 - septic
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Last modified
8/22/2023 4:38:16 PM
Creation date
8/9/2017 10:32:30 AM
Metadata
Fields
Template:
x Address Old
House Number
430
Street Name
Brown
Street Type
Road
Street Direction
South
Address
430 Brown Rd S
Document Type
Septic
PIN
0311723420011
Supplemental fields
ProcessedPID
Updated
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Instalter Summary <br /> 2250 gallon Septic tank (minimuml Tank options: none <br /> ��x ia��er ia�iK wiu��nuiu��e coinNi�anKS <br /> 1000 gallon Dose tank (minimum) at Z5.00 gpi <br /> 29 GPM C� 14 ft. of head, Pump required <br /> 6.2 inch swing on Demand float which transtates to roughly 4.1 inches of ftoat tether tength <br /> if time do5ing is required --> 5.3 minutes ON time F� �hours OFF time <br /> 18 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float <br /> 21 inches from bottom of tank to"Hi Levet Alarm"or 31 inches to"Hi levet alarm" if time dosed <br /> 22 ft. of 2.0 inch suppty line with end feed manifotd connection <br /> iTip: "top feed" manifold to control drainback) <br /> 18 inch, or 1.5 ft. Sand Lift Mound <br /> 10.0 ft. wide by 50.0 ft. long Rock bed <br /> 3 laterals 2.00 inch diameter 48.0 ft. ion� 3.0 ft. lateral spacing <br /> 7/32 inch perfs 3.0 ft. perforation spacing <br /> No Efftuent fitter f�atarm <br /> 3 clean out 8 vatve box assembties <br /> 20.0 �t.i otal sand ABSORPTION width Iminimum) <br /> 0.0 ft. upstope and sideslope {sand beyond rockbed, minimum) <br /> 10.0 ft. Downslope . , :. _ - � <br /> Specific stope ratios give BERM widths (topsoii beyond rockbed) of: <br /> i 4:1 upstope ratio 9 ft. upstope berm <br /> 3:1 sidestope 14 ft. sideslope berms <br /> 3:t downstope 22 ft. downstope berm <br /> �4" ins�ection pipe <br /> 18" cover or� top <br /> U�siope k�errn l'J � Do�vnsEo e berm 2z <br /> _ /--12" cover on sides <br /> - .�._. �.�"]�ny cap'�o"topsoilj <br /> � 1.5 � - . <br /> 1 tf^.., , ,. - <br /> 1.5 � <br /> Absor tion Width 20.0 - <br /> Note: <br /> Fvr 0 �0 1-: slopes, Absorptivn Wid1h is meast�red from the Bed equaltV }n both directions. <br /> For stopes >1�:,, .dbsarption Wjdth is measured downhilE frorri Ehe upslope ed�e of the Bed. <br /> Rock Bed: 17.0 yd'or"1.4= 24 ton 6 rnches under pipe <br /> Mound Sand: 194 yd3 or"1.4= 271 ton calcutation based on 3:1/4:1 slope from top of rockbe� <br /> Loamy Cap: 61 yd3 or`L4= 85 ton 6"deep <br /> Topsoit: 72 yd'or"1.4= 101 ton 5"deep <br />
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