HomeMy WebLinkAboutEngineered Plan - Rev. 2019TOP OF FOUNDATION
ELEV. = 100.00_
(ASSUMED)
j 9.00
SLAB ELEV. = Il 92.5±
20 FT. M;NIMUM FROM CELLAR OR CRAWL SPACE C
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CLEAN SAND
CONCOVERS TE -INSPECTION PORT
4" SCHEDULE 40 FVC PIPE r--LO'M AND SEED
MIN. PITCH 1/8" PER FT. ` \2'
LAYER OF
/8" TO 1/2"
ASHED.STONE
M 6" MAX. 93.47 MAX, R FILTER FABRIC
74"CAST IRON PIPE p `31,21,N.
(OR EQUAL) MINIMUM i
PITCH 1/4" PER FT. FLOW TEE
5-1 \ LEVELERS I
VENT
R;TQUIRED
SIL TEST I
S
DATE OF SOIL rEST'uIAR^.H 1 2019
SOIL TEST DONE BY f, W LCOX
WITNESSED BY
SEEV N 1110LE 1 ELEV.=_ i2 -0
PERCOLATION RATE -'� - MIN./INCH AT __� �_� Il - -
DEPTH HORiZ TEXTURE COLOR MOTT. OTHER
0-9" Ap LOAMY SAND 20YR5/1 NO ROOTS
9 30 B LOAk4Y SAND 1OYR6 6ROOTS i
30-132 C MEDIUM SAND 2.5Y7/4
I1 FLOb`J LiN'E 90,47 JI °' i NO WATER ENCOUNTERED A T � 132 ELEV.
ELEV. = 91_4 _ -TMI ELEV. _ _903.25_ 2,0» _ �l _ .o - -
I o e o �
i LEVEL o
o , �t 0 10 ELEV. _89.1 g �CALCULATIONS:
I I ELEV. _ _ a0,_5 _ GAS ELEV. _ - 90^ler_ 6" SU, . ELEV. = _89.97_ - I ` _�_._ ��� i s wr � e.r . �
BAFFLE � � i i � NUMBER CP BEDRC1OA,ac � C � fi .E� AS . �
GARS A,GE DISPOS kL 'UNIT
L'Qt,ID OUTLET '� ELEV. _ 4 HIGH CAPACITY INFILTRATORS WITH 1
TOTAL ESTIMATED FLOV-,'
P . 0X (H-2 ) _ `rr.E?L_ STONE IN AN ;•., 0,,._ _ r
(?0 czc PLACED OP. FIRM BASE) � -- (110 GA,I;». �' fC3AY X .,.,., �'-'�.� �'��_ GAL,/DAY
4 FEE -I 14 iNCHE:S TO BE WATER TESTED
5 FEET 19 INCHES c c 111 X 35' X 10" TRENCH FORMA.T]ON g ''14 REQUIRED SEPTIC TANK CAPACITY _1 GAL. y
I" MORE THAN ONE OUTLET
6 FEET 24 INCHES 1500 ALL c $ V' ;� � ACTUAL SIZE , OF SEPTIC TANK E� C "J Gr.L.
7 r _ , 4.5 INCHES .. (TO BE PLACED O; f FIRM BASO �° WILL _ __�- SO;L CLASSIFICATION _� �__ i
c` S #z 1L AB)S0 � � DESIGN Pr 001 AT"DIN RATE 4 � § k,:N. AN.
8 FEST 3,q. INCHES I ,� Bi*s
ZONE s C1'J r'!! T�, t t rte• l€' R t t '
3/4" TO t 1/2" CLEAN SYSTEM :� INDEX, _ � LOADINGS RATE
f � � t r !
m���y,�,�!, -0:� 'yq + .,. err. E=� LUEtii LC,F,Df'V>; � 7M Cf=.:-., C.AY/ ;.F.
i — s WASHED �r6° C �u.r ®5:,,. i z a �- a s iADJUST-
{ � DOUBLE 1JASH�D S•fONELt_A.Ci-{,NG AF:EA � S0. FT. �
{� FREE OF FINES & SILT (11X35)(e7X2X10f12) 1
f DISPOSALSEWAGE p USGS PROBABLE "F',ATER TABLE ELEV. = __ LEACHING CAPACITY (AREA X RATE) _33! GAL./DA1' #
OBSERVED WATER TABLE ( / / ) ELEV. _ _ 474.33 X 0.74 f
NOT TO SCALE BOTTOM" OF TEST'HOLE ELEV. - __ ,Ci _ RESERVE LEACHIt:G CAPA,CiTY P'"'` GAL./DAY
Vo I t
Es:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO: D.E.P, I
TITLE 5 AND THE TO`0V'd'S PULES AND REGULATIONS FOR
?'HE SUBSURFACE DISPOSAL OF SE1'tAGE;
D. 2. ALL COVERS TO SANITARY UNITS SHALT_ BE BROUGHT TO
BOX WITHIN 6" OF FINISHED GRADE,
3 ALL COYPOIN NTS Or THE SANITARY SYSTEM SHALL �'E CAPABLE OF t
95.9 9p WITHSTANDING H,-30 LOADING U`»i ESS THEY ARE UNDER OR WITHIN,
E Q 10 , ,. OF D„IVES :C PA.,,_iNG AREAS. H-20 LOADING S ALI BEw i
���t ti SOIL USED UNDER OR ><'sr'THIN 10 FT. OF DRIVES OR PAP ;NG ARE AS.
TEST 4. ANY MASONARY UN -ITS USED TO BRING COVERS TO CRAB= SHALL l
BE :MGRT„FtED IN ]=LACE. I z
:r
5. NO D1:'TERMiNAT1,0N HAS BEEN MADE AS TO COI.1rLIA.NCE 4`dTH
C` — .fl ZONING .1 - T' , ;�-rit!re.t:- r- Cat7� -r •r r
_ �, EDED O ZOO G REI JLA iON . v,`” ER j A, , LICAN I IS .0
i `
V NT OBTAIN SUCH RETE R!,1iplA HON FROM APFRCPRIATE AUT;HOR1 1 Y
6_ U,_S Sna«„N A,,._ r~rr;,GXr?J;ATE C`,;LY; EX,CAVATiON Coo TRACTOR
IS TO CALL "CIG -SAFE” AT 1—F..,_0-344-7233 AT LEAST 72 HO UR
I .'S P :'„ R TO COMMENCING WORK ON .,.TE.
4 1500 GALLON ^,n P
SEPTIC TANK x 99.1 7. CONTRACTOR ?S TO �ERiFY GPk,DES AN0, ELEVATIONS, AS �", ' L AS
C.O. S; TE CONDI'TiO?`»S PR!OR TO Cv'ti4MENCii,G VdrrRKC ON' SITE. . AN -7 ,,.ARIA710N
x 97.4
i p ' I� TO B� Bn0` GH T TO `,, E ATTEr T'GN Or . THS `SS GN � OI .,' �F•:
DL �a cP'�P r
'I�✓t E;JI ttTEi.Y. Y St
8. PARCEL IS IN FLOOD
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LOT 5 1 VERIFY Y AT LEAST OF _.UITAP c SOIL-, t. vt.0,r SAS AT TIME r A. t r
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