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2016-01412 - septic
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770 Lakeview Parkway - 06-117-23-34-0011
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2016-01412 - septic
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Entry Properties
Last modified
8/22/2023 5:27:38 PM
Creation date
4/24/2017 1:55:53 PM
Metadata
Fields
Template:
x Address Old
House Number
770
Street Name
Lakeview
Street Type
Parkway
Address
770 Lakeview Pkwy
Document Type
Septic
PIN
0611723340018
Supplemental fields
ProcessedPID
Updated
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f. �.45_` gpc!lftz Absorption area Soit Loading Rate, wfrkh'gives a mound ratia of 2.7 (minimtim}' <br /> (this must:match the soit boring iog� ' desired mound ratio 2.7. <br /> �o� 11 : percent site stope (0-20;K range) li (�downttope site stope,.if different than upstope) <br /> �� �inahes; or 1.7 .k.to Redox or:otfier limiting tondition (need at teast 12"Co be a Type I) <br /> Treatmen#zone contains�inches of 0�soil credit,and Qinehes of.50%soit credit. Giving a: <br /> ' � <br /> tb; inch,or i.3 ft. Sand LiftMound CRI'RCAL FOR fUTIJRE CE#t7'fFtCATIONS!!! <br /> 2�� 27..0 ft.Totat ABS4RPTtON:width . (with sand beyand rockbed`as foi(ows:) <br /> �si 0.0 ft:upsCope and sitieslope <br /> 1.7.0 ft Downstape <br /> tndividuat slope ratios:'give BERM widths(Copsoii beyond rockberl?of; _ <br /> �s� 4:t upstope ratio 9 #f, upsLbpe Derm <br /> 30� 3:1 sideslope 13 ft.sidestope ber�s , <br /> �� 3:1 downsCope 20 ft.downslope 6erm <br /> �t Overalt Dimensionsc 10.0 ft.wide by 50:D ft. long. Rock bed <br /> 39 , ft.wide by 76 #t. icing,Mound'footprint <br /> 4" inspe�cion pipe <br /> ��'cover vn top: <br /> � <br /> 9 � <br /> U berm Downsi �� 20 <br /> f 2"co�r on sides <br /> '••,,,,,` f b"��&o".topao� <br /> 1.3 C[ean sand ii#t _ <br /> - - 1,7 ��; � r:e; ,� t.; t� <br /> i:.t �. 3�.a:. ���.w,�.i4.yyg.., �-" ._..._,.._ . .. . . � � .. � �� . . <br /> A ion W�dtl� ._> 27.0 ...._�. ..._, ;__ �__.__ __ �.. � ._._ <br /> te� <br /> Far 4 to �96 slopes, .dbsvrptran i�i�Ya�1°h is�ne�s�e�from the �edequa�fy in b+�th direttions. - <br /> �or sl,ope�s>t�b,.46�ptlon l�lo�this rr�easured cMwnhilt frt�m th� to c�f Lhe 8ecl,> <br /> _ 't�s Pe � <br /> 331 ROCk Bed: <br /> 1,0.0 �f�by �:0 ft:by ��inches untier PiPe,p[us 2�9K gives 17 .yd'or"1.4� 24 ton <br /> �ui MoUnd Sand: (noie:voturr�e is based:on 3:Ii4:i slope f�or�i top�f fvctcbed,Exchange sand for loamy tap:if desired) <br /> 19.t up t 6�t5 downslope + 9 3.i ends+ 34.9 under roek= 163 Yd'or`1:4= 228, ton <br /> _ ptus 20% <br /> 3sj L,oamy Cap: ' <br /> ; 35 ft. by��ft. &"�ep,Rlus_2�gives �yd'or"7.4= 78 ton <br /> � TopSfliL- <br /> 39 ft. 6y 7� 'tt: 6"deep,Ptus 20%gives ��Yd'or't•+►= 42 ton <br /> i hereby certify that I have tompletetl.th�s work�n actordance with ali.applicalsEe ord�nances,rules and::laws: <br /> Rusty otson's 5oii ft Perc 810'. 9l23/20i6 <br /> g�Signature _ Co�ripany License# Date <br /> 5i.. <br />
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