HomeMy WebLinkAbout6-A170LEFT ELEVATION
RIGHT ELEVATION
No
a
co
O
12M OF
FINAL 155T
11129106 I
1111-1 UNI.F55
NOT�n
011HM15F
TOP OF FOUNDATION
ELEV. = 34.60
9.50
ELEV.
LEGEND:
10 FT.
ADVANTEX
MODEL AX-;
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.'h,
20 FT. MINIMUM FROM CELLAR
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
2" PRESSURE PIPE
150 PSI MINIMUM -
MANHOLE
COVERS
BIOTUBE /
PUMP "
PACKAGE E24„QQ Lr
/
ELEV. � 1500GAL
X4.44_ .I
(TO BE SET ON A FIRM BASE)
2000 GALLON
SEPTIC TANK
SEWAGE DISPOSAL SYSTEM PROFILE
NOT TO SCALE
\ \ N
\ o \
1 N \
MANHOLE
COVERS
2" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
/ CAP &
VALVE
3" DIA. PVC.
MANIFOLD VALVE
2" HOLE/
ELEV. e /
3/8" DRILL 3�J2-J
- HOLE 3/4" TO 1 1/2" CLEAN
DOUBLE WASHED STONE
FREE OF FINES & SILT
- CHECK
VALVE
PUMP
CHAMBER
ELEV. AT INVERT INLET 24190-
ELEV. AT ALARM ON
ELEV. AT PUMP ON
ELEV. AT PUMP OFF 24
BOTTOM OF INSIDE PUMP CHAMBER
BOTTOM OF OUTSIDE PUMP CHAMBER
\ 58.9 !1
\ \ LOT11 \l " 9 7 S 4 c,/
• 20.1 P11MP \ 77. G 02 2+ 5. F. 4':' &Z ` O�o�
I CHAMBER �'2 LESER �'
1 I
:27
I 2040 GA QN
SEPTIC T N'K
2 /Ik-
I
il�{ill,
/ h
IL/,4tiyI,
III�
• 20.82
i'I'rll
26 07
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 0 .
FINAL CONTOUR 00
SOIL TEST LOCATION
UTILITY POLE
TOWT1 WATER ®.W I>�W�'
M
INSPECTION CAP &
CLEAN SAND PORT C 2" LAYER OF MANHOLE VALVE
\1/8" TO 1/2" COVERS VENT
35.00 MAX. 32.73 MIN. \WASHED STONE REQUIRED
� z
32.00 °
0, _-e S e '� :. SEPT' . 8 . I e 0 2" HOLE
FA , ae• a _= ELEV. _ _3U.92
0 0 0 0 0 0 0 0 ELEV. = 30.42._
14 STANDARD INFILTRATORS WITH
STONE INA z WELL A1W 230
10.33' X 46' X 80 FIELD FORMATION 18.12 ZONE C
INDEX 23.3
SOIL ABSORPTION ADJUST 28
SYSTEM (SAS)
USGS PROBABLE WATR TABLE ELEV. = _1230
OBSERVED WATER TABLE ;9/13/05) ELEV. - _ 9.60 TEST HOLE 2, LOT 9
BOTTOM OF rEST HOLE ELEV. =-21,6Q-
PUMP CHAMBER CALCULATIONS:
REQUIRED FLOW PER CYCLE .25 X 3M 8250 GAL./CYCLE
VOLUME PER CYCLE -0=- GAL/CYCLE /7.48 GAL./CU. FT. - 11.03 CU. FT./CYCLE
VOLUME OF WATER IN FEED 3.14 X 0.00694 X 42 _ FT. _ _9.8.2_ CU. FT.
VOLUME OF WATER IN MANIFOLD 3.14 X 0.015625 X _-A_ FT. a 0.25_ CU. FT.
TOTAL VOLUME OF WATER RETURNED 1.17 CU. FT,
TOTAL MINIMUM VOLUME PER CYCLE 1220 CU. FT.
DISCHARGE 12.20_ CU.FT. /34.67 CU.FT./FT. - 0.35_ FT. (1000 G.S.T.
STORAGE CAPACITY (-3X-GAL./DAY/7.48 GAL/CU.FT./34.67 CU.FT./FT. _ _1.22.__ F7
_1.27_ REQUIRED _2.,'10_ PROVIDED
/ • 34 Ri
• '34.50 \ 36.53
1 I �
l
1 " 36.81
1
134.06
34. D
SAS J O 1 TEST SOIL 2 h !4,
RSER S�s�o
_ O
DSKr-
I�
10k
35.65 DECK12
/ P{ POSED / IU 38.1 I I \ 1
/ 3 BEDR
PORCMSLING Trill r
H I j 1' 1111 11(
PR POs,
D
f
�r -•- �33.
IL
S1 Fez 17,0(
TET
B-H
s
� -- �• 30.39
30.98 33.48 ti
\ 35.18 \ � " L `
-35.36 3 AS
1. _ - o \
� _ a
_ _ �s
32.18 50� 3.55
3 32.83 / 32:
DO V� S W�/VG- - 9 5'27•
- ROAD
18
� 33.53
633.67
Ir
:Z /Y " l" V �i � 3.0
�"f 0
8-34X9
34.
49
UUAM- 340
l
2'
FI
1-1/2" LATERAL LINE
3/8" HOLES 0 5' O.C.
ALTERNATE SIDES
(0 11 AND 1 O'CLOCK)
3 - 3/8" DRAINAGE HOLES PER LATERAL
0 BEGINNING, MIDDLE & END (6 TOTAL)
3" PVC MANIFOLD
DISTRIBUTION LATERALS
AT 52" D.C. SIDE VIEW
SOIL TEST
DATE OF SOIL TEST SEPTEMBER 13_2005
SOIL TEST DONE BY SWEETSER �tjSI RING
WITNESSED BY A. VQN HONE
OBSERVATION HOLE 1 ELEV.=--35.90 OBSERVATION HOLE 2 ELEV.- 34.10
PERCOLATION RATE _ 4� MIN./INCH AT 58 _ INCHES PERCOLATION RATE 4_2_ MIN./INCH IN C2 HORIZON
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-30
30-120
B/C1
C2
LOAMY SAND
MEDIUM SAND
2.5Y7/4
NO
STRIPPED/MIXED
NO WATER ENCOUNTERED AT �2D= ELEV. _ _-255,9D
END VIEW
PRESSURE PIPE
!OM F UMP CHAMBER
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-66
66-150
B/C1
C2
LOAMY SAND
MEDIUM SAND
2.5Y7/4
NO
STRIPPED/MIXED
'
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
$ 5_ MIN./IN.
EFFLUENT LOADING RATE
�1 GAL/DAY/S.F.
LEACHING AREA
'O.
10.33 X 46
LEACHING CAPACITY (AREA X RATE)
351.63 GAL/DAY
475.18 X 0.74
RESERVE LEACHING CAPACITY
.3= GAL./DAY
JOB N0. 6250-00
REVISED
5.0'
5.0'
LOCATION MAP
REVISED
SHEET 1 OF 1
TOP VIEW
tH OF MAd
T. A.
DUMAS
N o..61 S
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-66
66-150
B/C1
C2
LOAMY SAND
MEDIUM SAND
2.5Y7/4
NO
STRIPPED/MIXED
'
NO WATER ENCOUNTERED AT _ 150" ELEV. - 21.60
DESIGN CALCULATIONS
NUMBER OF BEDROOMS
3
GARBAGE DISPOSAL UNIT
_ _
_-
TOTAL ESTIMATED FLOW
( 110 GAL/BR./DAY X _3_ BR.)
-,r"34_ CAL./DAY
REQUIRED SEPTIC TANK CAPACITY
BBQ- GAL.
ACTUAL SIZE OF SEPTIC TANK
_2 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
$ 5_ MIN./IN.
EFFLUENT LOADING RATE
�1 GAL/DAY/S.F.
LEACHING AREA
475.1 SQ. FT.
10.33 X 46
LEACHING CAPACITY (AREA X RATE)
351.63 GAL/DAY
475.18 X 0.74
RESERVE LEACHING CAPACITY
.3= GAL./DAY
NOTES:
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
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WIYHSTANDING H-20 LOADING.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
v BE MORTARED IN PLACE.
a 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-WOURS
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.
B. PARCEL IS IN FLOOD ZONE C
9. LOT 1S,SHCWN ON ASSESSORS MAP LQ.$_ AS PARCEL _it -
10. PUMP AND ALARM ARE TO BE ON SEPERATE CIRCUITS.
11, ALARM IS TO BE BOTH AUDIO AND VISUAL.
12. SEPTIC TANK AND PUMP CHAMBER ARE TO BE TESTED TO INSURE
THAT THERE IS NO INFILTRATION OF GROUNDWATER INTO FACILITIES.
UNSUITADLE 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).
14, EXISTING SEPTIC FACILITIES ARE TO BE PUMPED AND REMOVED.
!15. THE SEPTIC TANKS AND PUMP CHAMBER ARE
_ TO BE SET ON A FIRM BASE OR 3/4" TO 1 1/2" STONE 6" THICK.
\ 18. THE CONTRACTOR IS TO CONTACT THE DESIGN ENGINEER FOR THE
FOLLOWING MINIMUM INSPECTIONS:
1 STAKE OUT SYSTEM.
2 PRIOR TO AND DURING THE SETTING OF THE TANKS.
3 IF BUILDING DEBRIS OR STUMPS ARE ENCOUNTERED DURING EXCAVATION.
4, EXCAVATION OF THE SAS, PRIOR TO FILL PLACEMENT.
- - _5. INSTALLATION OF ALL PIPING,
6. COMPLETION OF SEPTIC SYSTEM, PRIOR TO BACKFILL
17. CONTRACTOR TO HAUL ALL POLLUTED STONE, SAND, DEBRIS TO A
SUITABLE DISPOSAL SITE.
18. PUMP IS TO BE A MEYERS SRM 4 4/10 HP (W/31 GPM CAPACITY
& 14.5HEAD) OR EQUAL.
o
APPROVED
NOV 3 0 p006
APPROVED: BOARD OF HEALTH
DATE
AGENT
02006 SWEETSER ENGINEERING
LOCUS ?
z
z
Op�9T
�F
ROSE 6
PROPOSED SEPTIC DESIGN
FOR
DUBLIN CONSTRUCTION, INC.
PROJECT LOCATION LOT 11
DOVE'S i`lING ROAD, YARMOUTH
.S 235 GREATWESTERNOOAD
508 SOUTH 0. BOX
398-3922 02660
DATEAUG. 3,2006
SCALE 1" = 20'
JOB N0. 6250-00
REVISED
LOCATION MAP
REVISED
SHEET 1 OF 1
02006 SWEETSER ENGINEERING