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2017-00728 - septic
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Last modified
8/22/2023 5:27:24 PM
Creation date
7/9/2018 8:38:52 AM
Metadata
Fields
Template:
x Address Old
House Number
600
Street Name
Pinehurst
Street Type
Court
Address
600 Pinehurst Ct
Document Type
Septic
PIN
0611723340007
Supplemental fields
ProcessedPID
Updated
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�, 0.6t) gpdJft2 Absocption area Soil Loadin�Rate, which gives a mound ratic of 2 (minimum) <br /> (this must match the soit borir�tog) desired mound ratio 2.0 <br /> �a� �Pert�entsite slope (0-20%range) �(;�dowtutope site siope, if different.than upslope) <br /> �,� 1b inches, or 1.3 ft. to Redox or other tiraniting tondt�ion (need at least 1Z"�o be a Type i) <br /> Treatment zone contains�inches of 0%soit credii,and�inches of S0�soit cfedit. Giving,a: <br /> �h� 20 inch,or 1.7 ft. 5and Ciff Mound CRITICAL FOR FtJ'1'URE CERTlFlCATIONS!!! <br /> _'r, ' ZO.Q ft.T4tal ABSORPTtON width (with sand beyond rockbed`as foltows:) <br /> �s� UA ft.upslope a�d sidesiope <br /> 10.0 ft. Downstope <br /> lndividual stope rat9os give BERM widths(topsoil beyond rockbed)of: <br /> �wi 4:1 upslope ratio 12 ft. upsiope becm <br /> 3�,� 3;1 sideslope 33 ft,sideslope berms <br /> 3�r 4:1 dowrislope 2'i ft.downslope berm <br /> z;, Overalt Qimensions: 10.0 ft:wide:by 63.D ft. 'Cong Rock 6ed <br /> 43 ft:wiQe by 89 ft. tong Mound footprint <br /> 4"insp�ctitu� pipe <br /> 18,.c�vec� top <br /> U st berm �2 Dovvnsta t�erna 2� <br /> . <br /> 12" cover on sides <br /> .r., ts"�►�`�a"t°�°� <br /> �.7 tlean sand tift <br /> . � . �.� ' "�r : : � .,, ,. � . . . . <br /> , <br /> ..F�.. , :.+ . �:�. <br /> ._ i `_ <br /> , .. �._. ..._. . <br /> `^' - � -:... ::.f..„ . ._.`._ . . <br /> . .., �., . � ,.,-:_.. . <br /> . . � :�.._�........�._..e._.,. ..._..�. .... . <br /> Absor ti�n�Midth zo;o _ -. <br /> Noie• <br /> For 4 tu 1�stopes,.4�isorplion Wldth is measure�l#rom the Be+dequaliy in botfi directions. <br /> For stopes>1�, ,4bs�rpt�on l�l�dth is measared dav,tnhitf ffi�rn the upslope edge of the BerJ. <br /> 33i Rock 8ed: <br /> 10.0 ft.by 63.0 ft. by C�inches under pipe,plus 20%gives 21 Yd'or*1.4= 29 ton <br /> ss, 1Nound Sand: (note:valume is based.on 3s1/4:7 siope from top of rockbed, Exchange sand for toamy cap i#desired) <br /> 35:5 up � 75.2 downsiope + 11.1 ends+ 44.7 under rack= 20� yds or'i.4= 2$0 ton <br /> plus 20% <br /> �s� Loamy Cap: <br /> 39 ft. by $5 ft. 6"deep, Pius 2096 giyes 74 .yd'or•1.4= 109 ton <br /> �r Topsoil: <br /> 43 ft:by 89 ft. G"deep, P1us 20%gives �Yd'o�•1:4= �20 ton <br /> 1 hereby certEfy thai,l have compteted this work in accordance,with all applicabte drdi�ances, rules and taws. <br /> � <br /> ��--....._..� <br /> ,�-;..� Rusty olson's Soif&Pe�c 810 615/.2017 <br /> - igner Signature Company Li+cense�# Date <br />
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