HomeMy WebLinkAboutEngineered Plan - 2016TOP OF FOUNDATION
ELEV. = 100.44 -
(ASSUMED)
5
6
7
N
Ti7;��11►Q�t9;!�
4" CAST IRON PIPE
T
PITCH Q1/4') MINIMUM
PER FTM
ELEV. = 96•ft
ELEV.
OUTLET
14 INCHES
19 INCHES
24 INCHES
29 INCHES
34 INCHES
L5®'INii &d e
EXISTING SPOT ELEVATION
00x0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
00
SOIL TEST LOCATION
_95.50_ 2'0"
LEVEL
UTILITY POLE -O-
ROOTS
TOWN WATER=W -,-1A'
_ 94_67 6"SMP ELEV. = _94.54_
DISTRIBUTION
CATCH BASIN `®�
10YR4/6
GAS LINE G
ROOTS
CLEAN OUT C. 0.
C
CESSPOOL C.P.0
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
(- MIN. PITCH 1/8" PER FT,
TEE
CLEAN SAND
INSPECTION PORT;
LOAM AND SEED
2" LAYER OF
1/8"TO 1/2"
WASHED STONE
98,0 MAX, OR FILTER FABRIC VENT
95.75 IAN. NOT REQUIRED
z
e
FLOW LINE
HORIZ
95.0
COLOR
10,,
OTHER
0-22"
Ap
MIN.
ELEV.. _
_95.50_ 2'0"
LEVEL
o 10` °
ROOTS
BAFFLE ELEV. _
_ 94_67 6"SMP ELEV. = _94.54_
DISTRIBUTION
o ° ELEV. = _93.67_
10YR4/6
( 110 GAL./'BR.AAY X 3 SR.) --NO GAL./DAY
ROOTS
53-132"
C
ELEV. =
O _`��$0_
BOX
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
f0 BE PLACED ON FIRM BASE)
TO BE WATER TESTED
11' X 36' X 10" TRENCH FORMATION
'-27
1 500 GALLON
IF MORE THAN ONE OUTLET
EFFLUENT LOADING RATE 0.74 GAL./DAY/S.F.
(TO BE PLACED ON FIRM BASE)
SOIL A SOR t ; ON
N A
i 1
5 � �
(11X366)+(47X2X10/12)
ZWELL ONE
3/4" 1 1/2" CLEAN
YSM,! (SASS!
INDEX
474.33 X 0.74
DOUBLEE WASHED STONE
J
ADJUST
FREE OF FINES & SILT
NOTES.
�e
DISPOSAL SYSTEM, PROFILEOBSERVEDUWATERROB
SGSSEVIAGE WA/ R � BL) ELEV.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
TABLEE( =
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV. =
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
OLD TOWN
HOUSE ROAD
WITHIN 6" OF FINISHED GRADE.
101.81'
I
\ p C E PS
96.4
I
98.9 t
SOIL
TEST
\ ®96.4 D. LIMIT OF 5' f 99.4
BOX '\OVERDIG
36.00 ` t
✓ o�
�i
�r x
97.8 98.1
97.7
1500 GALLON
0 SEPTIC TANK
t
r o _ 98.0 x
x 99.6 99.3
•-TOD.0
97.8
5
t
_..-� 98.8
100.0 _ ---
LOT 149
17, 546.4 f S. F.
00'
1
_ VENUE
----- -T,4NcE
#9 A
6 coy Ts
Kli
C11 1 Est_ i
DATE OF SOIL TEST SEPTEMBER 152016
SOIL TEST DONE BY T•M. HAYES Sc R.W. WILCOX p
WITNESSED BY _9,_V HML _
OBSERVATION HOLE 1 ELEV.= -96_4
PERCOLATION RATE <�2__ MIN./INCH AT _61 INCHES g
crr
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-22"
Ap
LOAMY SAND
10YR4/4
NO
ROOTS
22-53"
B
LOAMY SAND
10YR4/6
( 110 GAL./'BR.AAY X 3 SR.) --NO GAL./DAY
ROOTS
53-132"
C
FINE SAND
10YR6/4
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
PPRO ARD OF,, HIPEWL �
DATE AGENT
NO WATER ENCOUNTERED AT _ 132" ELEV. _ _ 85.4
OLD TOWN HOUSE
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
L_J
CONSTANCE
\
l
I
GARBAGE DISPOSAL UNIT �T6_
96 CONSTMICE ANTE";. LOT
T,77ET k k
LOC. n;..
TOTAL ESTIMATED FLOW
( 110 GAL./'BR.AAY X 3 SR.) --NO GAL./DAY
REQUIRED SEPTIC TANK CAPACITY -St_ GAL.
s
DATESEPT. 19, 2016
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
REV. JOB N0. /760-00
E. FSHEET 1 f 1 _j
G• �S8�PR0✓ 7768-00�dwg`7766-SAS.DY'G 0 2016 T. M. HAYES, R.S.
SOIL CLASSIFICATION
LOCATION MAP
DESIGN PERCOLATION RATE _<_5M MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL./DAY/S.F.
LEACHING AREA 474.33 50. FT.
(11X366)+(47X2X10/12)
- LEACHING CAPACITY (AREA X RATE) IMM GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY _MPN_L 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
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 1DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION. CONTRACTOR
"DIG
IS TO CALL -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. C
FLOOD
'_ �4nrF
8.PARCEL_I_S IN ZONE
��`
n Z'
9. LOT IS SHOWN ON ASSESSORS MAP __ AS -PARCEL _.
�1
dy�f P
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
-P
qg
�,� ,,s 1, 5 rF��
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION .SYSTEM AND BE
��,•
uT.+REPLACED
WITH MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3).
11. EXISTING SEPTIC TANK AND PIT ARE TO BE PUMPED AND REMOVED ALONG
WITH ANY POLLUTED SOILSENCOUNTERED.
t
6iI _0
\,W
'
Yarmoutra Heb1th Department
P .. VD
!n `j
]W�4
N 4i
Date
!
PPRO ARD OF,, HIPEWL �
DATE AGENT
OLD TOWN HOUSE
FOR
EU RI � O
�`�� �' �� �����
L_J
CONSTANCE
\
l
I
96 CONSTMICE ANTE";. LOT
T,77ET k k
LOC. n;..
q
P. 0. BOX 483
508- SOUTH DENNIS, MASS.
564-8379 02660
s
DATESEPT. 19, 2016
scALE 1 " _ 20'
REV. JOB N0. /760-00
E. FSHEET 1 f 1 _j
G• �S8�PR0✓ 7768-00�dwg`7766-SAS.DY'G 0 2016 T. M. HAYES, R.S.
LOCATION MAP