HomeMy WebLinkAbout1 Ridgewood Drive - Proposed Septic Design 2: • .. :. it - - .: . , - .. 4
S011. TEST
20 FT. MINIMUM FROM CELLAR c n .
Top Cr POUNDAT On T_ < ----_ _ DATE Or S3L TEST MARCH
__ 102.00 I 10 ET M`NIMUM 10. FT.: MiN!MUM FROM SLAB OR CRAVA_ SPACt _ "_-�"-�� - 'SOIL` TEST [)ONE .BY SV�ETSER ENG'N�FRING -
ELEV. - --- \ I - CLEAN SAND
WITNESSED BY
CONCRETEINSPECTION
COVERS 4" CHcDULE 40 PTC PIPE INSPECTION PORT
� _ � ' .-LGA!,+ Ak.o -.ECD 03s^EFtVAl10tJ H(Y..E 1 ELEv -__ss 4o Q3SEF:VATiOtAl H04.E 2 ELEV,=_9t 20
- , PERCOLATION RATE ��._� .MIN./INCH AT _:._?�__ INCHES PERCOLATION RATE: K A__ MIN,/INCH IN C HORIZON '
/ MW. P!TCH.1/8'.:PEP. FL '\ !AY« OF
DEf'pTH
5,50
MAX
TEXTURE
t ?,SHED STONE
-
.MAX.
4" CAST IRON PIPE
C S 1
". MAX -�-
9.00 MAY. -' \ VcNi
r
75 WN. NOT REOU,Rro
�'�'®�-._
LOAMY SAND
S17i6 ELEV. " � (OR EQUAL] MINIMUM -
.NO-y1kR00TS'
�--
13-40
_94.5_0-�
r PITCH 114- PER FT._
LOAMY SAND
IOYR5/8
WATER R
N WATE ENCOUNTERED AT ___84!10
0 __�32 ELEV
jROOTS
t
\
�
FLOW LINE
SAND �'
D
9300 o
.
ELEV.:_ 10"
"SHIN.'..
I -
ti
:.
-.:.
1
ELEV _$280_
LE VL .
-
i ! ,. 10
o' - ' 7 ,+ 1 .1 � . �
SLE':....:$1.67
j
ELEV. _p3..1S ;. -.., GAS
ELEV. _=`,$267_ R�"pSUMP ELEV.
,
S
BAFFLE
-.DIS 1 RISUnON
LIOpID OUTLET _�
BOX ELEV r
X -Q�-
/ 4 HIG4 CAPACITY INFILTRATORS W"TH
/ STONE !N AN
TH (70 BE fLACED.ON FIRM SASE)
H
TO e� WATER TESTED
z
I = 27
DEf'pTH
HO?!Z
TEXTURE
COLOR
MCTT,
OTHER
0-13
0/A
LOAMY SAND
t0YR2/1
.NO-y1kR00TS'
CIA '
13-40
B
LOAMY SAND
IOYR5/8
WATER R
N WATE ENCOUNTERED AT ___84!10
0 __�32 ELEV
jROOTS
�
B -LOAMY
SAND �'
D
3 YRS ' -'
0 8.
1
0-1321
f
C'
MEDIUM SAND
1CYR6/4
3
I
i
j
+
I
A
SYSTCF� (SAS) F
INDEX
w ,`
DEPTH
HORIZ
EXIUPE'
COLOR
MOTT.
OTHER
-.0-12
CIA '
LOAMY SAND':10YR2/i.::
PLACED ON FIRM BASE)
NO
ROOTS
WATER R
N WATE ENCOUNTERED AT ___84!10
0 __�32 ELEV
W R T V -
k0 ATE ENCOUNTERED A _ 12Cz_., ELEV. �$•,,.ZQ
1 -3
< G
B -LOAMY
SAND �'
D
3 YRS ' -'
0 8.
1
IIOM
�
T
ROOTS
36-12
C .
MEDIUM SAND
IOY05/4;
2-
- 3J4" TO 1 1/< CLEAN
A
SYSTCF� (SAS) F
INDEX
S
DOUBLE WASHED STONE
ADJUST
;.....
FREE OF FINES iS' SILT
,. 1
USED UNDER -:OR WITHIN -10 FT. OF DRIVES OR PARKING AREAS.
- , 4.'ANY 'MASONRY UNITS USED TO ;BRING.COVERS..TOGP.ADE,SF{ALL �.
-BE MORTARED IN-PLACE. .<
5, NO DETERMINATION HAS BEEN MACE A5 TO COMPLfANCE WITH
- - DEEDED OR ZON!NC RECLp._ATION; OWNER / AODUCANT IS TO
- OBTAIN SUCH DETERMINATION. FROM APPROPRIATE AUTHORITY. - - -
6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TC CALL ;"DIG -SAFE". AT 1-888-344-7233 AT LEAST, 72, HOURS
PRIOR :TO COMMENCING -WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS; WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT-TO^THE ATTENTION OF THE DESIGN, ENGINEER';
IMMEDIATELY_ '.
8. PARCEL IS IN FLOW ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP; 114_r AS PARCEL
`10 A VARIANCE OF 1.9' IS REQUIRED.FOP.THE -TOP OF FOUNDATION 70 BE
a LESS THAN 2' ABOVE TH£ HIGH POINT TIN ROAD.
j tN «F_.� /1 A NEGATIVE GRADE OF 3/4" PER FOOT IS TO BE MAIN*AINED FOR A
DK
i MINIMUM OF 15' AWAY FRONM THE FOUNDATION kt e1
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ;
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED "
.T%{. `M WITHSANDAS:SPECIFIED 1h 31d CMR 15255:(3)
DUl41AS6
Y �� If_ . �fic l� APPROVED. ` BOARDS ' OE HEALTH
1T a
DATE `AGENT
4 FEET
FE
5 E7
14 ING E
N
i9 I .HES
c
-
IF R N T
MORE THAN 0 OUTLET
i 500 GALLON
. . . 1
-.T H r F. M..r N
X 1 RENO G �
11 % 3S 0
n
_
6 FEET
24 IN.H.S
29 INCHEc
(TO BE
PLACED ON FIRM BASE)
A t-1 I
SOIL ABSORP
N q
WATER R
N WATE ENCOUNTERED AT ___84!10
0 __�32 ELEV
W R T V -
k0 ATE ENCOUNTERED A _ 12Cz_., ELEV. �$•,,.ZQ
7 FEET
t� Tt TA V
SEPTIC TANK
- .
IIOM
�
ZONE
5 FEET
34 .INCHES
-
2-
- 3J4" TO 1 1/< CLEAN
A
SYSTCF� (SAS) F
INDEX
.
DOUBLE WASHED STONE
ADJUST
;.....
FREE OF FINES iS' SILT
,. 1
:..
'. - ..
i .ry
r�y}t'CALCULATIONS
DESIGN CALCULA
A
SEWAGE DISPOSAL SYSTEM
p �ry
PROFILE
USGS PROBABLE, WATER TABLE EI -E% _
_—_
11ONS ,r
NUMBER OF BEDROOMS 1 DESIGN FOR -3—
CacER;'[D WA £R TABIE.( / j )ELEV' =
--
GARBAGE DISPOSAL UNIT
NOT TO SCALE
- BOTTOM OF TEST---i0'_E ELEV. _
_84,40.;
- -LEGEND:
` . TOTAL £5110#ATED FLOW-
(110 GAL /gR/DAY $i) GAL./DA.Y
s
'
SOT ELEVATION x00
I
_EXISTING REQUIRED SEPTIC IANKCAPACITY GAL:°
T ,NG'CONTOiJ4 - --00--_-
FINAL SPOT ELEVATION '0
.X�3
ACTUAL SIZE OF SEPTIC TANK X1500 GAL
.•:.
.-
FINAL CONTOUR -. Ou-j- R
SOILS CLASSIFICATION,
DESIGN,PERCOLATION KATE
!
,'
_
. ,'
-. -SOIL -TEST LOCATION 0
-.`7D�
:EFFLUENT LOADING RATE„..0.7-4-.GAL. GAL./DAY/&P.,
_ ..UTILITY POLE _.
- LEACHING AREA'.. ' .. ,.�: 474.33 SO. -FT
;
,:.TOWN WATER �Vv � W
BASIN
(11X36)+(47X2XlO/l2) '
x
..
_. ;:
•
- -
CATCH t0�
LEACHING CAPACITY (AREA X RATE) GAL/DAY�
GAS TINEG'
474.33 X 0.74
CESSPOOL PP
'RESERVE LEACHING CAPACITY I xtQQ GAL j/DAY
-
CLEANOUT �0.
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONT'ORM "TO DXT,._
L
TITLE 5 AND THE TOWN'S. RULESAND PEGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.,
1006
~
2, ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT 'T0
CB<sw
WITHIN 6” OF'FIN!SHED GRADE.
3. ALL ;COMPONENTS OF THE SANITARY SYSTEM :SHALL �SE:-CAPABLE OF
WITHSTANDING -H-10 LOADING UNLESS THEY ARE .`UNDER .'OE -wiTH?N
USED UNDER -:OR WITHIN -10 FT. OF DRIVES OR PARKING AREAS.
- , 4.'ANY 'MASONRY UNITS USED TO ;BRING.COVERS..TOGP.ADE,SF{ALL �.
-BE MORTARED IN-PLACE. .<
5, NO DETERMINATION HAS BEEN MACE A5 TO COMPLfANCE WITH
- - DEEDED OR ZON!NC RECLp._ATION; OWNER / AODUCANT IS TO
- OBTAIN SUCH DETERMINATION. FROM APPROPRIATE AUTHORITY. - - -
6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TC CALL ;"DIG -SAFE". AT 1-888-344-7233 AT LEAST, 72, HOURS
PRIOR :TO COMMENCING -WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS; WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT-TO^THE ATTENTION OF THE DESIGN, ENGINEER';
IMMEDIATELY_ '.
8. PARCEL IS IN FLOW ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP; 114_r AS PARCEL
`10 A VARIANCE OF 1.9' IS REQUIRED.FOP.THE -TOP OF FOUNDATION 70 BE
a LESS THAN 2' ABOVE TH£ HIGH POINT TIN ROAD.
j tN «F_.� /1 A NEGATIVE GRADE OF 3/4" PER FOOT IS TO BE MAIN*AINED FOR A
DK
i MINIMUM OF 15' AWAY FRONM THE FOUNDATION kt e1
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR ;
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED "
.T%{. `M WITHSANDAS:SPECIFIED 1h 31d CMR 15255:(3)
DUl41AS6
Y �� If_ . �fic l� APPROVED. ` BOARDS ' OE HEALTH
1T a
DATE `AGENT