HomeMy WebLinkAboutEngineer Plan" 10 FT. ;MINIMUM FROM SLAB
TOP OF FOINIDATION2' PRESSURE PIPE
LEV, = 100.0 10 FT. MINIMUM ELEV. - 150 PSI MINWUM
(ASSUMED) 4SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT. Mo
ANHOLECONCRETE
�. COVERS
ocCt*LN u FST 4
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
-ELEV. = 33.0
GAStx6fJt� F rn 2) ELEV. _ 1_ f FFLBAFFLE
1
ELEV. i '
I� >✓v
v
LIQUID OUTLET
DEPTH TFF
1 0,F + 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE)
5 FEET 19 INCHES 1500 GA.
6 FEET 24 INCHES SEPTIC TANK Pt 7 FEET 29 INCHES Pl
8 FEET 34 INCHES
HA
CAPACITY OF SEPTIC TANK 10C
t
100.3
4' SCHEDULE 40 PVC PIPE
MIN, PITCH 1/8' PER FT.
J. J - I l_E V .L= X9'0
rVTRIBUTION V _
CLEAN SAND
INSPECTION POR
2 LAYER OF
1 8" TO 1/20 ? 1 v
ASHEO STONE VENT
I z
� t
o
FV'j O
• ELEV. _5
3/8" DRILL BOX J ) MW +CIPA0rYMKRRAW5-W STAY£ Z S.ra��I,'.j
- HOLE TO BE WATER TESTED hV 1 ! X 3G x. � 7J iVGY{ F WV � WELLS_ 2
(TO BE PLACED ON FIRM BASE)in ZON�
3/4' TO 1 1/2 -/SOIL ABSORP ON INDEX"
CHECK WASHED STONE SYSTEM SA ADJUST
VALVE
MYERS $RM 4
0.4 HP (MAX.) USGS PROBABLE WATER TABLE ELEV. _
p (OR EQUAL) OBSERVED WATER TABLE ( 4 /1-/0 ) ELEV. _ -
5X1 OX(5.33- )X7.48
GALLONS L 1 n I-,;
SEWAGE DISPOSAL
SYSTEM PROFILE
NOT TO
SCALE
DESIGN CALCULATIONS,, -
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT
---
TOTAL ESTIMATED FLOW >
W)
E D SEP TANK
RE(QUI CAP
GAL./DAY
ACTUAL SIZE OF SEPTIC TANK
' !z X- GAL.
SOIL CLASSIFICATION
I
DESIGN PERCOLATION RATE
5_
EFFLUENT LOADING RATE
GAL./DA S.F.
LEACHING AREA
414$�SQ. FT.
LEACHING CAPACITY (AREA X RATE)
____ GAL./DAY
RESERVE LEACHING CAPACITY
GAL./DAY
168 OU
95.0 92.3 `
89.2
rc 1 \
99. \\ �1�1 . @2.3 \
/ o \
m V \ \ 89.2
\\ \
97.90000000000000000001,1<10o.,
�J9�
� \ o 2.7 \ \\
\\ / 5
99.5
\\•\'82.3 \\
115.6 " 9�'4
r 1 0
117\7 r 99 \ Y: 9Q.466 �� 1
Z \ 11 aW.8 11 1
4. 1_
�..) , _7 -� 92.6.
l 99.1 / - 1
95.1
4,15 8
97.5 92.6 1
\ / / /L
9,7'0• 92.5
92.8
COT 193
�.21.500 f SF.
u
4.i(
97.4 f4 189.00
4
j 97.1- i
k 95.9 t
BOTTOM Or TEST HOLE ELEV. _
t.3' t%G+kr}P,Jc�✓� P'aei[J'vi 'Tt `J114� t'PCJL
SOIL TEST !.
DATE OF SOIL TUT
SOIL TEST GONE BY
WITNESSED BY
OBSERVATION HOLE 1' ELEV.=_T
PERCOLATION RATE < _2_ MIN./INCH AT INCHES
DEPTH
HORIZ
' TEXTURE
COLOR
MOTT.
OTHER 4+2.
+�
3
---
l2 q 3 4i7
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
.M�
(508) 385-2425
I DATE
WATER ENCOUNTERED AT: _��ELEV. _
r
OBSERVATION HOLE ELEV•=_-----
�� PERCOLATION RATE _S_5_- MIN./INCH AT ------- INCHES
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
I
• 88.3
WATER ENCOUNTERED AIT _ ELEV. _
T -
.Ho 1C0;
a v
m, F
;END:
ING SPOT ELEVATION x0.0
1NG CONTOUR----00----
SPOT ELEVATION
.CONTOUR m
TEST LOCATION 0.
fY POLE
WATER -WSW
H BASIN �[]j
LINE C G -
POOL
KOUT ---e! C.O.
Yomouth Heatth Department
APPROVED
JUN 12 2009
HEALTH IDEPT.
1
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5
AND THE TOWN 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 MASONRY 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 IMMEDIATELY.
8. PARCEL IS N FLOOD ZONE _ C--'
9. LOT IS SHOWN ON ASSESSORS MAP __$Z_- AS PARCEL _09-__
12. A ZABEL A1800 FILTER IS TO BE INSTALLED.
13. AN ELECTRIC PERMIT IS REQUIRED TO WIRE PUMP AND ALARM.
14. PUMP AND ALARM ARE TO BE ON SEPARATE CIRCUITS.
15, SEPTIC TANK AND PUMP CHAMBER ARE TO BE IPX OR
ASPHALT WATERPROOFED BY THE MANUFACTURER.
16, ALARM IS TO BE BOTH AUDIO AND VISUAL
APPROVED: BOARD OF HEALTH
DATE
AGENT
Cr 1 S6 I PROJ ! 6839-00 i �d/wg 16839-sas. DA'G 0 2008 ?ARCO
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WEST YARMOUTH; MASS.
;c,� r+o�SE
OLS E
CONST
LOQ'
q
p z
C
�oG5*E
U
PROPOSED SEPTIC DESIGN
FOR
5t!` cE
PROD:
44 MONTAGUE DR.
WEST YARMO MASS.
TADCO ENVIRONMENTAL CONSULTANTS
26 COMPASS LANE, DENNIS, MA 02638
.M�
(508) 385-2425
I DATE
REVISED
I
FJOS NO.
I
LOCATION GAAP
I
REUSED
l a
( SHEET 1 OF 1
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