|
Sep 14 07 09: 18a Entertainment Themes, Inc 6513061080 p. 4
<br /> ' ���,1'��.[7 !"�I�i�J �)�� YO'OA\iC��]1���
<br /> 1. A�Ek�GE DESYG]!T PLOW '�`t'�'�': �:� ���5:`''�_.
<br /> ,A-1: 6slimoP�d Sowaga Flows In Gcallons pe!Day
<br /> A. Estiznated 3 c?�.� gpd(see figure A-1) num er Q
<br /> or measured x 1�(safefiy f�ctor)- � gpd bedrooms aau� cias:u cioss ui cie�s iv
<br /> 2 300 225 1B0 6�96
<br /> B. Septic tank capacity �.�1 at,i� gallons(see fi'gur�e G1) 3 450 300 2to or tno
<br /> "�'���-'< �l�'��v�A)�j"F'.,�=�� .•'�i1�111��•��.� S��l6S;�j;.��Y�,!-''ti;� �' ���7�0'(^, 4 600 375 256 values
<br /> 5 750 450 294 In the
<br /> 2. S�YLS(Site eunl uatian dafa) 6 voo 525 a3z Ciass�.
<br /> C. Depth to restrictixig layer= �:�•� '1�� � 1�,�a�� feet > >oso eoo 3�o n,o�m
<br /> D. Mar,depth of system Item 2C-3 Et= S•� ft-3 ft= ��,.f ft o �20o a�s aoe columns.
<br /> E. Texture �-�F���� - ���1✓� t.�?�1k+tiPercolation rate I 3,��� MPI
<br /> F. Soil Sizing Factor(SSF) �•�� sqFt/�d (see figur�e U-15) ;�l•T N.�N�+r(�.>
<br /> �',. % Land Slo�e� 5 % C-1; Se IicTRuk Ca acilies(iu xllons
<br /> 3. 'TIZ��IC� OY��d� �3��"TQIVH 1�,��A Numher o( Minimum Liquid Liquid capacity will� Liquid capacity
<br /> Bedrooms Capacity gubegc disposal wilh disposal&
<br /> I-1. For lrenches with 6 u�ches of rock below the pipe: lin ins�d�
<br /> A x F= �'�Q gpd x �,-�� sqft/gpd = (.�c�c:� sqft io�i�55 750 >>zs �soo
<br /> 3 or4 )000 1500
<br /> I. For trenclles with 17_uuhes of rock below fhe pipe: ;or 5 tsoo zzso 20°°
<br /> A x F x 0.8= _�pd x sqFt/gpd x 0.8= sqft �,Bor9 z000 a000 3000
<br /> J. For trenches wii1118 incl�es of rock below the pipe: �
<br /> A x F x 0.66= �pd x syft/gpd x 0.66- sqtt °�t rSSSF ��3'S`�raration d Sofl Stxtng
<br /> )( P )
<br /> K. For trenches with 7_4 inches of rock below the pipe: re=<o�a�;�.,H�« so;�s:�;.,e r�«��
<br /> minu�es per inch Soil Texture equyc(eet/gallon
<br /> A x F x 0.6=�d x_ sqft/�pd x 0.6= sqft m i er da (s f�i a
<br /> L. For pravi beds with 6 or 12 inches of rock below the 1D�� r�s��.ihe.,n.r Co��,����a O.P3
<br /> v � P i 0.1 lo S Mcdium sand 0.6J
<br /> 2.,x A x F= i.5 x�pd x sy(t/gpd = sqFt o.,,a 5•- ;°�a�,°;° ,.�,
<br /> . . 6 to 15 Sendy bun� 7.27
<br /> For pressure beds with 6 or 12 ix�ches of rock below the p�p�; ,6�o�o Loam �,Gz
<br /> A x F= �pd x sqff/gpd = sqft �z.�p�s__._.._.___._s!i{.�p"�" `;�0°-,
<br /> -�� 96 Iv GO Clay laam 2.20
<br /> Sandy ilay
<br /> sqry��oy
<br /> 4. DYS�'RZ�]&11TdQ1>d (CITecJc�all thafiapply) o�.�eiioizo••• a�Y <.ao
<br /> Sandy cloy
<br /> Sed (<6%slope) V Urop boxes(any slope) Rock s�owrr thao izo"" Sily clay
<br /> �Tcendles Distribution box(<3��0) �Charnber " se systems(or rapidly permeable soi n:
<br /> prrsy.,.e distribuHon or e�•nal d�stri6aliun w;lh
<br /> Pressure �tl'dVlt Gravelless ^a�^�h>25W o(tlxlolalsyslem.
<br /> Y •'Soil havLng 50%or mnre fine sand plvs very llnc sand
<br /> "'A mound must be used.
<br /> '•'An othcT or per(ormance syslem musl be used
<br /> 5. SYS'B'�M b�I1D'd'h�, IL�Ie1G`I'�-T azed VOlL�11lR�
<br /> M. Select trench w�dth - ��v ft D-9: Soil Chancteristics and Soil sizing
<br /> (aclotx ISSF)for CGrave{Iess Pipe
<br /> N. If using rock,divide bottom area by Wldth: ��'"1� 1�J,I<or L)-c M = percolation rote lineal feet/
<br /> �'C�� sqft=_...`�,c�_Ft= '��,�U lineal feet (nvnules/inch) soil lexture gallon/day
<br /> Rock depth Uelow distribution pipe plus 0.5 foot tunes bottom area: ras�eT cn��o.i• Coarse Sand --
<br /> 0.1 io 5 Mcdiwn Sa��d 0.28
<br /> Rock deptl�in feet+0.5 feet x Area (H,I,),1C,or L) Loamy Sand
<br /> U.1 to 5 Pine Sand°' 0.6
<br /> ( ft+0.5 fl) x sqft=.�,��uft 6 i�u Sa��dy Loun o.a2
<br /> Volwne in cubic yards =volume v� cuft divided by 27 31 1045 s�i Lo;m os�
<br /> s�u
<br /> ruf t=27= cuyds 9G io GO Ctay Loam�CL) 0.74
<br /> Sandy CL
<br /> Wei.ght of rocic in tons= cubic yards tunes 1,4 s�i�c�
<br /> slowcr than 60'"' C a --
<br /> cuy ds x J.4= tons Sandy�lay
<br /> O. If usin.g 10"GraveRless T'ip�, Flow (A)x Gravelless SSP(see fio irre D-9) sury�tay
<br /> "Soil loo coarsc for sewa e treatment.
<br /> �d X lineal feet/gpd = lineal feet use Sy5cem5 ro��aPia�y permeablc soils.
<br /> "Soll having 50y or inore ii�m 5and i very flrm sand.
<br /> P. If tasing CltamUer.s, H�I�J�or K (based on heighl of chamber slats) = ��•Soil with loo high a percentaga of clay(or
<br /> inslallation o(a slandani ingruw�d syslem.
<br /> width of chamber in feet(M)
<br /> ����U sqft= :��u fi= �.�=�iJ linea] feet � ��.�,k�.h�� __ ,�-
<br /> SL'1 _ l�� L,OI��J C.�'�'�1VV1:lSC:tit�p� Qiia;?'•�' ::'s: (rn�,..c�.e e^' ._..%.,
<br /> 6. 1.A1MI�1 f�IZ�A. �s.;-�
<br /> , e,o� �;o;�•
<br /> .:�;b:: I�'1>ial.l•i�K
<br /> Q -_� v0.�ii p�O��S.
<br /> Select tren�h spacing, center ta center- feet ,r;o:�a.,;e..q Q.;ti0.e^o,
<br /> R. Multiply trenct�sp��cing by lineal feet R x Q=sqft of law»area �= ������4�'
<br /> �^',;�a�^"a.F_�o:t4:�4:
<br /> ft x lineal feet=----sqft as;`a;�;a� ^o'�:; 5-24���tock ---•
<br /> • " s/¢z�/z..
<br /> a�::4:�0;:;$� .,F.
<br /> ;asa:e:_o;;s: �
<br /> :,t;Y;3aa6::.s�� 4E1��)v���
<br /> 7. 1�,�YOLT�' �a�i•o 0 0 o:s�:= _.._ _
<br /> Include a drawul�with scale (one inch= ���_feet). Show pertinent property boundaries, rights-of-way,ease- �3�"r,
<br /> ments, location of house,gara�e, drivew�y,and all other improvements, existu�g or proposed soil h-eatment systexn,
<br /> well and diimensio�ls of all elevations,setUadcs and separation dista��ces.
<br /> I};ereby certi,fy.�,hat 1 have,completed this worlc in accordance with applicable ordinar►ces, rules and laws. �
<br />
|