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2017-00531 (Septic)
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4730 Augusta Street - 06-117-23-32-0010
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2017-00531 (Septic)
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Last modified
8/22/2023 5:26:45 PM
Creation date
6/6/2017 8:19:34 AM
Metadata
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Template:
x Address Old
House Number
4730
Street Name
Augusta
Street Type
Street
Address
4730 Augusta St
Document Type
Septic
PIN
0611723320010
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Updated
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tnstat[er Summary <br /> 2250 gallon Septic tank(minimum) Tank options: none <br /> �vA►atger wnK wun rnuu�p►r cornpi ian�s <br /> 1300 gatlon Dose tank{minimum) at 25.49 gpi <br /> 36 GPM @ 16 ft. of head, Purr�p required <br /> 7.6 inch swing on Demand float which translates to roughty 4.8 inches of float tether length <br /> if tirr�dosi�is required --> 5.4 minutes ON time& Uhours OFF time <br /> 20 inches from bc�ttom of tank to"pump ON"ftoat,or 12 inches ta"timer ON"float <br /> 23 inches from bottom of tank to"Hi Levet Alarm"or 33 irtiches to'Hi level alarm"if tirt�e dosed <br /> 38 ft. ot 2.0 inch supply line with end feed manifotd connection <br /> (Tip:"top feed"manifold to conirol drainbackj <br /> 22 inch,or 1.8 ft. Sand Lift Mound <br /> 9.9 ft.wide by 63.0 ft. tong Rock bed <br /> 3 taterals 2.00 inch diameter G1.0 ft. tong 3.0 ft. laterat spdciru3 <br /> 7/32 iach perfs 3.0 ft. perforation spacing <br /> No Efftuent fitter fr alarm <br /> 3 clean out f�vaive box assemblies <br /> 26.8 ft.Total sand ABSORPTlON width (minimum) <br /> 0.0 ft. upstope and sideslope (sand 6eyond rockbed, minimum� <br /> i 6.9 ft. Downstope , __ - <br /> Specific stope ratios give BERM widths(topsoit beyond rockbed)of: <br /> 4:1 upslope ratio t 3 ft. upslope berm <br /> 3:1 sideslope 13 ft.sidestope berms <br /> 4:1 downstope 22 ft. downslope berm <br /> 4" inspection pipe <br /> 18"cover on top <br /> U si berm �3 pownsl berm 22 <br /> �/`� ._._�._._. __.....m,,� ___�__...�._�r.a. 12"cover on sides <br /> _._..._ ,., � _..,._,.....__._�__...._..: _ ..�.. (o"loe�aycap6c6'topsoil� <br /> 1.$ �l�r1ll S�3t;:1 l�ft <br /> 1.2 <br /> Absor tion Width t6.s _ _ _ <br /> Note: <br /> For 0 to 1�slopes, Absarptivn ys�id�h is me�sured from the Bea'equalty in both directions. <br /> For stopes >1�;, Absorption Width is meawred downhill from the upslope edge of the Berf <br /> Rock Bed: 21.0 Yd3 or'7.4= 29 ton 6 inches under pipe <br /> Mound Sand: 220 yd3 or't.4= 3pq ton catculatia►based on 3:1/4:1 stope from top of rockbe� <br /> Loamy Cap: 78 Yd3 or`1.4= 109 ton 6"deep <br /> Topsoil: 89 Yd3�'1.'�� 125 ton 6"deeP <br />
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