HomeMy WebLinkAboutEngineered Plan - Rev. 2016-
V
HORIZ
4 SCHEDULE 40 PVC PIPE
CLEAN SAND
SOIL. TEST
TOP OF FOUNDATION
FILL
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
MIN. PITCH 1/8" PER FT.
/
A' -.
INSPECTION PORT 2" LAYER OF H ,
DATE OF SOIL TEST MAY- 12. 2016 .
_ _ _
SOIL TEST DO B T. AYE
NE Y T.
ELEV. = 9.80 --
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB
2" PRESSURE PIPE
4" CAST IRON PIPE.6
MAX,~MAXM
11/8 TO 1/2
WASHED STONE ._
. _HAYES
WITNESSED BY P RAND
(NAD 88)
7.53
150 PSI MINIMUM
CONCRETE
COVERS CONCRETE
COVERS MANHOLE
COVER
ELEV. =
-�__ P A
QUICK
gISCONNECT TEE rl OW
.5Y7/6
10.53 �." OR FILTER FABRIC
8.28 MIN.
z
VENT
.O SER VA ZION HOLE 1 ELEV.=8.1
PERCOLATION RATE _ < 2 _ MIN./INCH AT 50 _ INCHES
-
V
HORIZ
TEXTURE
COLOR MOTT. OTHER
UNION
FILL
LEVELERS
7-12'-..
A' -.
_
LOAMY SAND
10YR2/1
12-14"
20f
LOAMY SAND
4" CAST IRON PIPE.6
MAX,~MAXM
B
LOAMY SAND
7.5YR4/4
7.53
a�
IFINE SAND
.5Y7/6
(OR EQUAL) MINIMUM
Fl I
'
PITCH 1/4" PER FT.
.
10
o
6.20_
BEL A1800 FILTE
ELEV. =
6" SUMP ELEVL= 7.03
°
�- - - - - --
ELEV.- _
�..
•
ELEV - 7 8f
FLOW LINE
10"
FLOW LINE .
2
T0I D U TI OI�
�
DEPTH
HORIZ
TEXTURE
COLOR MOTT. OTHER
0-7"
FILL
NO
7-12'-..
A' -.
_
LOAMY SAND
10YR2/1
12-14"
E
LOAMY SAND
1OYR5/1
14-27"
B
LOAMY SAND
7.5YR4/4
27-107*
C
IFINE SAND
.5Y7/6
-- MIN. " RI � _ $HIGH CAPACITY INFILTRATORS WATER ENCOUNTERED AT >96" ELEV.
3/8. DRILL
BOX
ELEV. - 6 50
HOE WITH STONE INA z 5.06
ELEV. .rg TO BE WATER TESTED 11' X 4$' X 10" TRENCH FORMATION WELL HVI 29
LEV. _ _ DESIGN CALCULATIONS
ADD GAS ELEV. �SL�_ z (T0 _BE PLACED ON FIRM BASE) �+ t /� p 1n ZONE A
BAFFLE ADD GA SOIL ABSORPTION -(4/2016) NUMBER OF .BEDROOMS 4
LIQUID OUTLET. BAFFLE CHECK 3/4" TO 1 1/2" INDEX 7.24
VALVE . WASHED STONE SYSTEM, (SAS) ADJUST 1.04 GARBAGE DISPOSAL UNIT4 FEET 14.�NCHES DEPTH TEE (EXISTING) 12" CONCRETE TOTAL ESTIMATED FLOW
5 FEET 19 INCHES __: 2-MYER SR 4
T 4 OOO GALLON - ( 110 GAL./M/DAY X A ER.) �Q GAL../DAY
6 FEE 2 INCHES 0 4 HP ,MAX REQUIRED FIRST SEPTIC` TANK CAPACITY�. GAL.
7 FEET 29 INCHES (TO BE PLACED ON A FIRM BASE) ACTUAL SIZE OF FIRST SEPTIC TAN K(EXSMNG) !Q9 GAL:_
8 FEET 34 INCHES SEPTIC TANK PULP (OR EQUAL) USGS.PROBABLE WATER TABLE ELEV., �,�
2000
GALL ". CONCRETE OBSERVED. WATER TABLE (5/12/2016) .ELEV. _ a.1 REQUIRED SECOND SEPTIC TANK CAPACITY' GAL,
NCH A� BER 9 ACTUAL' SIZE OF SECOND SEPTIC TANK 2.__ GAL.
BOTTOM OF TEST HOLE ELEV. = _=182_
SEPTIC TANK .
�i � ® �y q �i CAPACITY OF SECOND SEPTIC. TANK �01£�'4'_2 GAL..:
ELEV. AT INVERT INLET �$-0c PUMP- CHAMBER CALCULATIONS: SOIL CLAS5IFICATION
p c ELEV. AT ALARM ON 4.30 DESIGN PERCOLATION RATE 5 5 MIN./N.
SEWAGE DISPOSAL SYSTEM PROFILE REQUIRED FLOW PER CYCLE .25 X _ ��� 110 GAL./CYCLE EFFLUENT LOADING RATE _ 26.33 GAL./DAY%S.F.
ELEV. AT .LAG PUMP ON x'15-- VOLUME PER CYCLE -110 GAL/CYCLE /7.48 GAL./CU. FT. 14_71 CU. FT:/CYCLE LEACHING AREA X26.33 SQ. FT
NOT TO SCALE ELEV. AT PUMP ON 4-0� 11X �^
/� . A't VOLUME OF IN PIPE 3.14 X 0.00694 -X . _.55 FT. _ _1.2� CU. FT. ( 48)+(599,2X10/12)
CAPACITY OF Zt1 SEPTIC TA1Vi� ELEV. AT PUMP OFF -3-- TOTAL MINIMUM VOLUME PER CYCLE -l= CU. FT. LEACHING CAPACITY (AREA X RATE) M101 GAL./DAY
TOP OF CONCRETE BALLAST 2'75 DISCHARGE _1_5.91 CU. FT. / 36.11 CU.FT./FT. = : 0• .FT. (1000 G.S.T.) 626.33 X 0.74
BOTTOM OF INSIDE PUMP CHAMBER X00 - 1,63 FT. RESERVE LEACHING CAPACITY GAL./DAY
5X10X(5.33- 1_00 _)X7.48 1619.42 GALLONS BOTTOM OF OUTSIDE PUMP CHAMBER 1.50 STORAGE CAPACITY (___ GAL./DAY /7.48 GAC./CU.FT./36.11. CU.FT./FT. -
_1,-0- REQUIRED _1,79, PROVIDED TES.
.. I� O
R
y" : 9.2 G7 U O t !'11 �i C� CALCULATIONS. (FULL :'-:. 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO.O.E.P.
INUNDAIJON) : TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
R�J 2000 GALLON PUMP CHAMBER '(H-20) 1000 ' GALLON PUMP CHAMBER (H-20) THE SUBSURFACE DISPOSAL OF, SEWAGE..
WEIGHT OF WATER DISPLACED WEIGHT OF WATER DISPLACED 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
S 11.0xS.Qx{7.33)x64.0 30,952 LBS, 9.0x5.25x(6.0)x54.0 18,144 LBS. WITHIN -6" OF FINISHED GRADE.
WEIGHT OF TANK PER MANUFACTURER 25,0€;0 LBS. WEIGHT OF TANK PER ' MANUFACTURER 14 500 LBS. ALL COMPONENTS OF THE SANITARY .SYSTEM SHALL BE CAPABLE OF
jJ Sy,00 NlEIGHT OF 12" CONCRETE WEIGHT OF WATER IN SUMP WITHSTANDING H-10 LOADING UNLESS THEY. ARE UNDER OR WITHIN'
0 ,
10.0X5.00X1.00X135 6,750 LBS. 8.17M.42X0.83X62.5 1,873 LBS. 10 FT. OF DRIVES OR. PARKING AREAS.. H-20 LOADING SHALL BE
LOT 85A EXCESS WEIGHT TO 'OFFSET FLOTATION WEIGHT OF , 9 CONCRETE USED UNDER OR :WITHIN 10 - FT. . OF DRIVES OR PARKING: AREAS.
N 30862-(25080+6750) E58 Leg, 5.17X4.42X0.75X135. 3,65$ LBS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE :SHALL
17,010.9 f S. - _ BE MORTARED IN PLACE.
� - EXCESS WEIGHT TO OFFSET FLOTATION
18144-(14500+1873+3555) 1.8.35 LBS. 5. NO DETERMINATION* HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED : OR ZONING .REGULATIONS. OWNER / APPLICANT IS .TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
* 9.2 6,,. -UTILITIES' SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
_ IS TO CAH "DIG -SAFE" AT 1-888-344-7233 AT LEAST, 72 HOURSPRIOR . '
' S A� ELEVATIONS A W'ELL AS
SITE.
7 CONTRA�TORM IS VERIFY GRAD AND TI S
8.3 "�/ - - - - tTE CONDMONS'PRtOft T 'C ENCING WORK' OtV "SITE. ANY' VARIATION
/ S TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
SOIL VENA LIMIT OF 5' /
TEST OVERDIG ���P�1 NE �-1
8,2 \ - IMMEDIATELY.
.8. PARCEL IS IN FLOOD ZONE
O `�0 9. LOT IS .SHOWN .ON ASSESSORS MAP X20. AS PARCELIM _G1
9.4 10. PUMP .AND ALARM ARE TO. BE ON SEPERATE CIRCUITS.'
` D. IO,AND VISUAL-.
12. A11. LZABEL A18 OARM IS TO EFIBLTER S DO BE INSTALLED.
\ BOX rk 0F' _ A: 13, AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMPS AND ALARM. -
14. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM <UNDER AND .
\ \. `J�G� - , , '1 .•- �y, 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 .
9.4
THE MANUFACTURER.
16. THE INSTALLER IS TO GIVE THE ENGINEER A MINIMU�A OF 48 HOURS
\ 9.4 9.8 9.6 0010 v�tirif' (2 WORKING DAYS) NOTICE FOR THE FINAL `INSPECTION (NUMBER BELOW).
Til Cp . l> �s ,�c�;k�'
M
%P.ik '0 17. EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REMOVED
w 0 9.4 ¢ 31 rff Vis;..' ALONG WITH ANY POLLUTED SOILS ENCOUNTERED.
0.o
} 0
1 1000 GALLON
vi o \ ./ `',' 3 SEPTIC TANK
$- * 8t 2000 GALLON
� PUMP SEPTIC TANK
CHAMBER DATE AGENT
RK�N
---
0
o
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR---=00----
FINAL SPOT ELEVATION 0 .
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE -0-
TOWN WATER -W-�_W-
CATCH BASIN `11;1
GAS LINE
CLEAN OUT C
CESSPOOL C.P.0
- OOS D S'C SI`
FOR
"5/ .�"SS
oc. �.
U T O 1T 5 V CSS
508= P. O. BOX 485
,64-8379 SOUTH DENNIS, MASS. 0266(
SHORESDE LOCA' 3, -1-6 "= 24TMAY 1 F-'
REV. JULY 2, 2016,Boa No. 7095-00:.
LOCATION MAP REV. SHEET --.1 -OF 1
C.- �S8�PROl`7695-00`dwg�7695-SAS.OM 0 2016 T. M. HAYES, RS I