HomeMy WebLinkAbout83-1952 - Septic Design - Old PlanWASYED STONE
02.67 MAX, OR FILTER FABRIC NT
QST IRON PIPE 100.2 MIN. NOT REQUIRED'
:QUAL) MINIMUM
4" P
2
Y/ PER FT�� w
LEVE�ERS, TEE
FLOW LINE 99.67 m
DEPTH
HORtZ
TEXTURE COLOR:
MOTT. OTHER
0_-3"
0-
ORGANIC
NO
3-5"
E
_
MEDIUM SANP 1OYR4/1
_82iZ_
TO BE WATER TESTED
5_-7"
A
L_0_AMY_SAND 10YR3/6
7-30" .'
B
LOAMY SAND 10YR5/6
IF MORE THAN ONE OUTLET
IF
30-120"
C
MEDIUM SANR 2,5Y6/6'
-1-� �-MIN: 0 0 0 NO WATER ENCOUNTERED AT 120" ELEV. 95.2
ELEV. r ---- -
nn :e - 6" SUMP [LEVEL' 99.17 0 _ _ °ELEV. _ 9&` OBSERVA11ON HOLE 2. ELEV.=_tOS 7
DEPTH
IQUID OUTLET
LQFPTH
COLOR MOTT.
- r - -y - c�cv. a
BOX
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN R
0 ORGANIC
No
4 FEET
TE
14 INCHES
(TO BE PLACED ON FIRM BASE)
_82iZ_
TO BE WATER TESTED
11' X 36' X 10' TRENCH FORMATION
$
'5
374
(TO RE VIEWED TO
5 FEET
19 INCHES
1500
IF MORE THAN ONE OUTLET
IF
36-126'
�'
A MINIMUM OF 5'
6 FEET
7. FEET
24 INCHES
29 INCHES
Tt T V
SEPTIC TANK
(TO BE PLACED ON FIRM BASE)
SOIL ABSORPTION
BELOW SAS)
N
8 FEET
34 INCHES
3/4" TO 1 1/2" CLEAN
SVG��� (S/�$1
�„ (SAS)
A
ZONE
-
DOUBLE WASHED STONE
INDEX
DEPTH
HORIZ TEXTURE
COLOR MOTT.
OTHER
0-4"
0 ORGANIC
No
4-6"
E MEDIUM SAN
tOlR4/1
6-8"
A LOAMY SAND
1QYR3/6
8-361"
B LOAMY SAND
10YR5/6
36-126'
C MEDIUM SAND
2.5`(6/6
FREE OF FINES do SILT ADJUST NIO WATER ENCOUNTERED AT 126 ELEV.
USGS PROBABLE WATER TABLE ELEV
SEWAGE DISPOSAL SYSTEM PROFILE
EDGE OF WETLAND ELEV. _ _� DESIGN CALt~UtAT�ONS
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. - _95A_
NUMBER OF BEDROOMS 3
i� �i % 1 / \p�` GARBAGE DISPPSAL UNIT T
/ / / 9678 / I �lY /- TOTAL ESTIMATED FLOW
Kr S ('� / l kl /p \/ ( 110 QAL/"./DAY X 3 BR.) -MQ- GAL./DAY
r�86) i'� 7 x
./ �� s REQUIRED SEPTIC TANK CAPACITY 90_ GAL.
.j8 �i / �� �` 102.4 ACTUAL SIZE 4F SEPTIC TANK GAL
SOIL CLASSIFICATION f
m•. / �. / j(86)� / / /,,jtt I (106J ' DESIGN PERCOLATION RATE S_at`- MIN:/IN.
/ �/ f / EFFLUENT LOADING RATE :0J4 GAL./DAY/S.F.
•85.i
/ LEACHING AREA 74_ SO,
IK.FB 85.0 ' / �(g0)/ ' I `• tO6I4 �. LEACHING CAPACITY (AREA X RATE) 351M GAL/DAY
``
/ �g2)/ / 1 I ` 0.74
RESERVE LEACfiNG CAPACITY -WLK GAL./DAY
`,, /93.2 gk)/ -/ I I00 1 NOTES:
I a41' A.e 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. ,
\ i / I ` = !.✓ TITLE; $ AND THE TOWN'S RULES AND REGULATIONS FOR
! THE SUBSURFACE DISPOSAL OF SEWAGE.
r 1 .{ _ .•fr 7• 1 2. AlL COVER$ TO SANITARY UNITS SHALL BE BROUGHT fi0
WITHIN 6" OF FINISHED TM GRADE.
j ALL
3 COMPONENTS 9
WITHSTANDING H1LOADING UNLESS SYSTEM
EYAREAUNPER OR WITHIN F,
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
1 J R 102.6 1 , U d. USED UNDER OR V.",THI`: 10 FT. OF DRIVE:-- Q,o PA-X;N0 Ai EAD.
1. � (94.2 /LIMN -OF 5. D , s.. D..�COV PA:.,.t„
• � %, -a+ 4 ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
• - OVERDIG 1 .BOX•$ i •� BE MORTARED IN PLACE.
` Iltf 7 84. I 185) ( + 1 95.9 4 OV , { 5. N0: DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
,{`�1 1 ` { l DEEDED' OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY
_
6. UTILITIES SOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR.
1;r IS TO CALL OIG-SAFQ" AT 1"808-344-7233 AT LEAST 72 HOURS
/ 9 1 / ` PRIOR TO COMMENCING .WORK ON SITE. _.
. Y 00 GAL ON \ o
�� i , ' , $3.3 s �. I;NOO T�NK � 9` 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
*j ( 94.8 K / SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
`� �C I� ��= \J+ ,. -:1 s { IMMEDIATELY.
ne 1, - F �� \ o. �%a r -. ,3' / r 8. PARCEL IS IN FI -000 ZONE C
/��`6$'3 /// \� rrF1� { 9. LOT 1S SHOWN ON ASSESSORS MAP, 117 AS PARCEL F
11 "
ALL UNSUITABE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
50, ry ' A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
✓/ /IfRY1" 418 SOIL
p WITH SAND AS SPECIFIED IN 310 CMR 15$55: (3�.
/ 1 7 tt. ALL DISTURBED AREA ARE"TO BE STABILIZED ND REVEGETATED.
4Gl 9 . r/ j �� TESfi 1 Sa..
ale s.� s� f �
2 � �-% � . G `,. 104.7 1 P
APPROVED: BOARD, OP HEALTH
SOIL
Q4 TEST 2 101.5
.2 y0 8
n ..
r
'�\ � e S k�,neC�n I • 1 � � `� f�j \ / DATE AGENT
d n 1 J
f � •�' 10,
101.0 100.5
j 3.4
M1f S 86.1 / / / �= 96.� t 00.0
'
/
99.5 f�sswe'Dl G7W 814J G917f
[tf mv) ttaar
� I 100.3
- / / �;� no•i . i 100.2J00.0-
LEGEND:
100.1 ` EXISTING SPOT ELEVAT)ON 00 0
-.:
Y � 'EXISTING CONTOUR----Otl---- 1/
FINAL SPAT ELEVATION 0 .
r L-112,60 -= FINAL CONTOUR
ol
SOIL TEST LOCATIONEUTILITY POTOWN WATER W
LOC. 30 BENTBLM LAME
YAR OM MASS.
235 GREAT, WESTERN ROAD
508- t7. BOX 713
398-3922 SOUTH IDENNIS, MASS, 02660-
DATE
HG. 7
2660'DATEDEC., 2oi * SCALE. 1" 20'
REV. JOB N0. .7201T -OO