HomeMy WebLinkAboutEngineered Plan - 2015TOP OF FOUNDATION
ELEV. =
SLAB ELEV.
8.10
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
7 MIN, PITCH 1/8" PER FT.
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
ELEV. = _91_50 _
ELEV. = _91,2 -
LIQUID
DEPTH
OUTLET
TEE
4
FEET
14 INCHES
5
FEET
19 INCHES
6
FEET
24 INCHES
7
FEET
29 INCHES
8
FEET
34 INCHES
LEGEND:
EXISTING SPOT ELEVATION 0010
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.0
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -O-
TOWN WATER - WWW
CATCH BASIN
GAS LINE G
CLEAN OUT C.O.
rFolsPnnl C.P. n
LEVELERS I I \TEE
FLOW LINE
SAND
INSPECTION PORT
TEXTURE
10"
II
:-
2" LA . R OF
0 9"
9-31"
31-120"
/ MIN.
\ =
- 91
2 '0E
- LEVEL
OR FIL ER FABRIC
AS ELEV. _
90_67_
6" SUMP -ELEV.
z
_
BAFFLE
DISTRIBUTION
i
ELEv. _
BOX
(TO BE PLACED
ON FIRM BASE)
TO
BE WATER TESTED
1500 GALLON
IF MORE THAN ONE OUTLET
SEPTIC
TANK
(TO BE
PLACED ON FIRM BASE)
FS�TE 1 OF 1
3/4" TO 1 1/2" CLEAN -�
.LOCATION MAP
REV.
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE
DISPOSAL SYSTEM
PROFILE
NOT TO SCALE
CLEAN
\
SAND
INSPECTION PORT
TEXTURE
LOAM ANL)SEED
MOTT.
2" LA . R OF
0 9"
9-31"
31-120"
1/8" T�) 1/2-
LOAMY SAND
WASh:= STONE
94.0 MAX.
OR FIL ER FABRIC
B
C
911.75 IN
2.5Y7/4
z
s';'�' G 1' �' "�G
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
MWEVE11191AM
4 HIGH CAPACITY INFILTRATORSWITH
STONE IN AN I
11' X 36' X 10" TRENCH FORM�TION
SOIL ABSORPTION
SYSTEM (SAS)
VENT
NOT REQUIRED
ELEV.
ELEV. = 89`67_ 40 ML
VINYL
UNER
z!
07 ELEV. _
i WELL N/A
ZONE
INDEX
ADJUST
_;SGS PROBABLE. WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / G ) ELEV. = ____
BOTTOM OF TEST H LE ELEV. =
x 103.4 x 3.8
102.:)
000
max\ 9 5.A9,
\� 98 \
\ . O.X 98.8 \
x 94.1 \ SOIL
\T, ST 2 1 n T
®
96
D � /
r 94
95.0
92�
�../� \ ��
9
/
E-1,11-44 APK
CA TC, --i a 4 S'I`V
EL.=Iv0.0
(A SSUMED)
88.1
r
0
(lea �I40i
uthealth Depai t>...a
N �(m e 1`-', . Date
� n
G3CC�C omp -
JUN '1112015
HEALTH DEPT.
T SOIL TEST
DATE OF SOIL TEST 4ULY53_ 2014
SOIL TEST DONE BY SWEETER ENGINE RING
' WITNESSED BY
OBSERVATION HOLE 1 ELEV.=--93.6--
PERCOLATION
3.6_PERCOLATION RATE <_Z__ MIN./INCH AT 44___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0 9"
9-31"
31-120"
O/A
LOAMY SAND
10YR5/1
10YR6/6
NO
ROOTS
ROOTS
B
C
LOAMY SAND
COARSE SAND
2.5Y7/4
s';'�' G 1' �' "�G
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
i
G3CC�C omp -
JUN '1112015
HEALTH DEPT.
T SOIL TEST
DATE OF SOIL TEST 4ULY53_ 2014
SOIL TEST DONE BY SWEETER ENGINE RING
' WITNESSED BY
OBSERVATION HOLE 1 ELEV.=--93.6--
PERCOLATION
3.6_PERCOLATION RATE <_Z__ MIN./INCH AT 44___ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0 9"
9-31"
31-120"
O/A
LOAMY SAND
10YR5/1
10YR6/6
NO
ROOTS
ROOTS
B
C
LOAMY SAND
COARSE SAND
2.5Y7/4
NO WATER ENCOUNTERED AT __120- ELEV. = _ 133.6
OBSERVATION HOLE 2 ELEV.=_ 95.2_
DEPTH
HORIZ TEXTURE COLOR
MOTT.
OTHER
0-10"
0/A LOAMY SAND 10YR5/1
NO
ROOTS
0 32'
10-32 "
B LOAMY SAND 10YR6/6
ROOTS
32-120"
C ICOARSE SAND 2.5Y7/4
NO WATER ENCOUNTERED AT _120" ELEV. = _ 85.2
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 GAL/81R./DAY X -I-„ BR.) _-33Q_ GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _-660_ GAL.
ACTUAL SIZE OF SEPTIC TANK _1500 GAL.
SOIL CLASSIFICATION _ I
DESIGN PERCOLATION RATE <__5-_ MIN./IN.
EFFLUENT LOADING RATE _0jA_ GAL./DAY/S.F.
LEACHING AREA 474.33 SQ. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) NJ= GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY .35LQQ. 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 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 IN FLOOD ZONE ___C___
S: tV 'tS-SHOWN ON -A - AS -P R'0Et =-
10. SOIL TESTING IS REQUIRED WHEN THE RESERVE AREA IS UTILIZED.
11. A PARTIAL REMOVAL OF ANY UNSUITABLE MATERIAL FOR A DISTANCE OF
5' AROUND AND UNDER THE SOIL ABSORPTION SYSTEM AND BE REPLACED
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3) IS REQUIRED..
11. VARIANCES TO TOWN REGULATIONS:
A. TOP OF FOUNDATION LESS THAN 2' ABOVE HIGH POINT IN ROAD
"AFFRONTING" THE LOT (VAR. OF 6.4').
APPROVED: BOARD OF HEALTH
DATE
AGENT
C.•1S8\PROl�7442-00�dwg,7442-SASI.DWG 0 2015 SWEETSER ENGINEERING
YARMOUTH, SASS.
BRAY FARM �
Q
m
Locus W
LONGFELLOW
P
PROPOSED SEPTIC DESIGN
FOR
SEASHORE HOMES, II4C.
L°CLUT 25, 10 EMBASSY
LAME, "'YARMOUTH
s';'�' G 1' �' "�G
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE MAY 6, 201 " I
SCALE 1" = 20'
[To- .74.42_00
REV,
FS�TE 1 OF 1
.LOCATION MAP
REV.
C.•1S8\PROl�7442-00�dwg,7442-SASI.DWG 0 2015 SWEETSER ENGINEERING