HomeMy WebLinkAboutEngineered Plan - 2017�j, ` r
4" SCHEDULE 40 PVC PIPE
CLEAN SAND
2" LAYER OF
+ s E n; + ""'�'
, t
•' VV
V V$
xi TICS I
TOP OF FOUNDATION
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE MIN. PITCH 1 /8" PER FT.
WITH STONE INA
INSPECTION PORT
1/8" TO 1/2"
�, # b t _ } w s
DATE OF SOIL TEST JUNE_21j 2017_
_ 100.00
ELEV. - ______
ASSUMED
ASSUMED)
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
2" PRESSURE PIPE
150 PSI MINIMUM ELEV. =
C•P.0
.
WASHED STONE
102.58 M X OR FILTER FABRIC
VENT
SOIL TEST DONE BY SWEETSER ENGINEERING
___-___
WITNESSED BY _A._VON HONE ------
VALVE WASHED STONE
CONCRETE _96.50_ MAX. 100.33 MIN. °`'"`"° ""' �- ELEV.=
COVERS .,MANHOLE QUICK . 0 S' # A $ # a 1 HOLE � 99.8
COVER DISCONNECT TEE FLOW Z
UNION LEVELERS � PERCOLATION RATE ___<2MIN./INCH AT 51 � INCHES .
24" 4" CAST IRON PIPE 6" MAX. 6" MAX. 99'5> a I ALARM ON
(OR EQUAL) MINIMUM o 0 0
PITCH 1/4" PER FT. - - LEVOE'L 10" ° PUMP ON 0
ABEL A1800 FILTE 6" SUMP - ° ° ELEV. _ _ 98.25_ 00 rn V)
ELEV. = ELEV. = _x•08 PUMP OFF z
FLOW LINE -99.25- --
I
9800 10"
�. S t �. 3 `�gELEV. =
ELEV. = --' --- fMIN.
I
i A nn
3/HOLERILL
4 HIGH CAPACITY INFILTRATORS
z_ 5.06
GAS
� �
WITH STONE INA
ELEV. = BAFFLE
TO BE WATER TESTED
11' X 36' X 10" TRENCH FORMATION WELL b11�! 29
_97•00_J
ELEV. = 96.75_
o (TO BE PLACED ON FIRM BASE).
.� ��
g Y n,, t in ZONE B
7.59_
C•P.0
CHECK 3/4" TO 1 1/2"
.,_;�3.r.„i INDEX (5/2017)
LIQUID OUTLET
VALVE WASHED STONE
ADJUST 1.89
°Y a" i s' (SAS)
DEPTH TEE (TO BE PLACED ON FIRM
BASE)
4 FEET 14 INCHES MYERS SRM 4
5 FEET 19 INCHES `� t 0.4 HP (MAX.)
�,,� Gr LL. ,,,1 �� p
28-108"
6 FEE? 24 INCHES �.* 1
7 FEET 24 INCHES +'' ° " "I " a r� l „ a�Z � a: ;" (OR EQUAL)
', (C W.11 E
USGS PROBABLE .WATER TABLE ELEV. = 93.19 _
OBSERVED WATER TABLE ELEV. =
�" F e C
8 FEET 34 INCHES •»`
fi
(6/21/2017)
$� �
BOTTOM OF TEST HOLE ELEV.=_g/Ry`
96.50_r
y
A ;:
ELEV. AT INVERT INLET _
ttx t;:ER s>.: €"t g ..;�.
5 .! ;�`, { �`1 E -1 r, > ,dam . 1 x
D `v C, `" i I �.:.,' s.
,�°' y l t ELEV. AT ALARM ON - a4.00-
�.,.s �:,. ON 3.66_
REQUIRED FLOW PER CYCLE 25 X _ 339 82_5 GAL./CYCLE
�... < o f tv,7<:.. n:..4., 1 t . , sbS r.R �
t 1 �, ELEV. AT PUMP _
93.33_
VOLUME PER CYCLE _ 825 GAL/CYCLE /7.48 GAL./CU. FT. = 11_0_3_ CU. FT./CYCLE
NOT TO SCALE
ELEV. AT PUMP OFF _
2.5Q
VOLUME OF WATER IN PIPE 3.14 X 0.00694 X _ 16FT. _ _a_35 CU. FT.
BOTTOM OF INSIDE PUMP CHAMBER _
s2.93_
TOTAL MINIMUM VOLUME PER CYCLE _11.35 CU. FT.
BOTTOM OF OUTSIDE PUMP CHAMBER _
DISCHARGE _11_38 CU. FT. / 34,67 CU.FT./FT. = _911 FT. (1000 G.S.T.)
STORAGE CAPACITY (-330-_ GAL./DAY /7.48 GAL./CU.FT./34.67 CU.FT./FT. _ 1-27_ FT.
-12Z_ REQUIRED _2.A0 PROVIDED
1500 GALLON SEPTIC TANK (MONO)
1000 GALLON PUMP CHAMBER (MONO)
WEIGHT OF WATER DISPLACED
WEIGHT OF WATER DISPLACED
10.17x6.08x(93.19-92.42)x62.5 2976 LBS.
8.25x5.42x(93.19-92.08)x62.5 3103 LBS.
WEIGHT OF TANK PER MANUFACTURER 11833 LBS,
WEIGHT OF TANK PER MANUFACTURER 9200 LBS.
l
WEIGHT OF CONCRETE
WEIGHT OF WATER IN SUMP
;
EXCESS WEIGHT TO OFFSET FLOTATION
WEIGHT OF " CONCRETE
r
11833-2976 8,857 LBS.
EXCESS WEIGHT TO OFFSET FLOTATION
r
9200-3103 6,097 LBS.
v
LE VE
fir. # p
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FjNAL. SPOT ELEVATION _ 7O:O:
FINAL CONTOUR
HORiZ
SOIL TEST LOCATION
UTILITY POLE
-&_
TOWN WATER =WW
0-5"
CATCH BASIN
gip)
GAS LINE
G
CLEAN OUT
C.O.
CESSPOOL
C•P.0
1500 GALLON
--.• _ -.•t r i✓� SEPTIC TANK
I iy rr SLEE 99.8 �k) 00.0
VE
_ _ t 4
`I 1� �r•� 98'8 �b � ...�
j i Zoi,p 10.0 pp� NTfilS
t
f y 100, �i� �, rrj
z 98.0
Lor 39 i
t 6780 f S.F. i SoilTEST
PUMP
�
J�i CHAMBER
<, f D.
BOX'
II
98.1
LIMIT OF 5'� ' <�
OVERDIG
98.3 0.4
. 97.6
Per valid for RI',PAIR OF SEP"I'.W.. SYS'l-EIVI
ONLY, due to $tate and I .()CAI septic '•yariances.
Coard of IIIealth review and approval is required for'
any future additions/reoi,vatronsi»iterations to
sewage facilities and/or structures/d%%elling.
Yarrsotith Hcalth Department
> c7-257 ,7
�htne` Date
DEPTH
HORiZ
TEXTURE
JCOLCR
MOTT.
%r
0-5"
}
FILL
NO
5-12"
A
Per valid for RI',PAIR OF SEP"I'.W.. SYS'l-EIVI
ONLY, due to $tate and I .()CAI septic '•yariances.
Coard of IIIealth review and approval is required for'
any future additions/reoi,vatronsi»iterations to
sewage facilities and/or structures/d%%elling.
Yarrsotith Hcalth Department
> c7-257 ,7
�htne` Date
DEPTH
HORiZ
TEXTURE
JCOLCR
MOTT.
OTHER
0-5"
FILL
NO
5-12"
A
LOAMY SAND
10YR5/1
ROOTS
12-28"
B
LOAMY .SAND
10YR6/6
ROOTS
28-108"
C
MEDIUM SAND
2.5Y7/4
WATER ENCOUNTERED AT __102" ELEV.. _ _ 91.3--
D
NUMBER OF BEDROOMS 3 _
GARBAGE DISPOSAL UNIT _ NO _
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X �_ BR.) Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY __NQ_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1500- GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <_5, MIN./IN.
EFFLUENT LOADING RATE QJA GAL./DAY/S.F..
LEACHING AREA 474_33 SQ. FT.
(11 X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) _�_*LDQ GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY _NWE_ GAL./DAY
1: ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3- ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10. LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO 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.
y IMMEDIATELY.
8. PARCEL IS IN FLOOD ZONE --- X---
9,_LOT_JS. SHOWN ON ASSESSORS _MAP , 3i �..AS PARCEL:.__17$__, -
10. PUMP. AND ALARM ARE TO BE ON SEPERATE CIRCUITS.:
11, ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM 'UNDER AND
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL 'AS SPECIFIED IN 310 CMR 15.255:(3).
15. SEPTIC TANK AND. PUMP CHAMBER ARE TO BE WATERPROOFED AT
THE MANUFACTURER.
16. EXISTING CESSPOOL IS TO BE PUMPED AND BACKFILLED.
17. WASTE LINE FROM HOUSE TO SEPTIC TANK IS TO BE SLEEVED INSIDE
150 PSI PRESSURE PIPE AS SHOWN AT LEFT.
18. VARIANCES TO TITLE 5 AND TOWN REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 5').
B. NO RESERVE AREA.
` 3P@q" RG, 6, 0 t, -