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, .�.r.... •` %"`1.... �._.._..- _. R_ViSED - a rt� = DONALD I. MEYER
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Professional Building Designer
.- ..._ V �_ :1�P.O. RAWIhG NUMBER
532
o _,1. r .... - - 1. + _J 5.�. - So. Yarmouthth, MA 02664 4 `r
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77-
L°!' (508) 394-5296 1t
l (a -pro
TOP OF FOUNDATION
ELEV. = 103.00_-
5
6
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
10 FT. MINIMUM - 10 FT, MINIMUM FROM SLAB
CONCRETE
:COVERS 4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
4" CAST IRON PIPE
HORIZ
EXISTING SPOT ELEVATION
00„0
EXISTING CONTOUR----00----
2
FINAL SPOT ELEVATION
(OR EQUAL) MINIMUM
FINAL CONTOUR
NO ROOTS
SOIL TEST LOCATION
B
UTILITY POLE __o_
10YR4/6
TOWN WATER -W
W
PITCH 1/4" PER FT.
LOAMY SAND
GAS LINE
_
C1
CLEAN OUT
FLOW
CESSPOOL C.P.0
TEE
60-96"
84-132"
C3
MEDIUM SAND
DESIGN PERCOLATION RATE
LEVELERS
96-144"
C3
MEDIUM SAND
ER
UNITS USED TO BRING COVERS TO GRADE SHALL
LEACHING AREA
FLOW
LINE
(11X36)+(47X2X10/12)
5.
NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH
LEACHING CAPACITY AREA X RATE
( )
ELEV. = 100_OQ_
N
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
474.33 X 0.74
1IN
MIN'
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
RESERVE LEACHING CAPACITY
�ML43 GAL./DAY 6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
2
IS TO CALL "DIG -SAFE" AT 1-BB8-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
ELEV. =
99.5LEVOEL
ELEV. _
GAS
ELEV. =
98_67 6" SUMP ELEV. = 99_50
_99.75_
BAFFLE
DISTRIBUTION
OUTL ET
9.
_X_
LOT IS SHOWN ON ASSESSORS MAP13'F AS PARCEL _t17__
I
ELEV.
BOX -R5,fQ-J
14 INCHES
(TC BE PLACED
ON FIRM BASE)
TO BE WATER TESTED
19 INCHES
1500 GALLON
IF MORE THAN ONE OUTLET
IF
29 INCHES
SEPTIC
TANK
BE PLACED ON FIRM BASE)
34 INCHES
3/4" TO 1 1/2" CLEAN J
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEYIAGE
DISPOSAL SYSTEM
PROFILE
NOT TO SCALE
LEGEND:
HORIZ
EXISTING SPOT ELEVATION
00„0
EXISTING CONTOUR----00----
2
FINAL SPOT ELEVATION
00.0
FINAL CONTOUR
NO ROOTS
SOIL TEST LOCATION
B
UTILITY POLE __o_
10YR4/6
TOWN WATER -W
W
CATCH BASIN ff'\
LOAMY SAND
GAS LINE
_
C1
CLEAN OUT
C2
CESSPOOL C.P.0
1500 GAL.
SOIL
TEST 1
,PREP
RE`'ERNE
SS
O. v
10.0 4!'
o
LOT 99
11,550 S.F. 1
0
99.65
D.
\2 0;
1500 GALLONI��
SEPTIC TANKo
BN
24.5
op5E0 �MS1�G
pR03 Vt ?'
GAS
100.50 RORCN
j�L� o
.10 0.
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
1/8" TO 1/2"
WASHED STONE
MAX. OR FILTER FABRIC VENT
99.75 M!N. NOT REQUIP.ED
nen rn
a p p
p = p 10� p ELEV. _ _97.871._
4 HIGH CAPACITY INFILTRATORS WITH
STONE IN AN z
11' X 36' X 10' TRENCH FORMATION X
SOIL ABSORPTION ZWELL
ONE N/A
SYSTEM (SAS) INDEX
ADJUST
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / ) ELEV. =
BOTTOM OF TEST HOLE ELEV. =
• 104.58
24.5
105.95
EXiS¶NG h 101.30
lRR1GAT10
WELL
8.30lT_ 105.00 �9J 60
CATCH BASIN GRATE
- ELEV. = 100.00_
_41 b (ASSUMED)
g"s.10 ;
CLE ROAD
9720 62 BARNA
-0 -
SOIL TEST
DATE OF SOIL TEST DATE-
SOIL TEST DONE BY a ETSER EENGIN=ERING
WITNESSED BY S. SNGJFJDN_
OBSERVATION HOLE 1 ELEV.=_ 95.70
PERCOLATION RATE MIN./INCH AT 54 - INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
2
ELEV.=
LOAMY SAND
10YR4/4
NO ROOTS
3-16"
B
LOAMY SAND
10YR4/6
ROOTS
16-36"
CI
LOAMY SAND
10YR6/4
_
C1
36-84"
C2
SANDY LOAM
1500 GAL.
60-96"
84-132"
C3
MEDIUM SAND
DESIGN PERCOLATION RATE
S"_ MIN./IN.
96-144"
C3
NO WATER ENCOUNTERED AT
?20"
ELEV. =
82.70
OBSERVATION HOLE
2
ELEV.=
95.60
PERCOLATION RATE < 2 MIN./INCH
1OYR4/4
AT 58
INCHES
DEPTH
HOW
TEXTURE
COLOR
MOTT.
OTHER,
0-14"
A
LOAMY SAND
1OYR4/4
NO
ROOTS
14-36"
B
LOAMY SAND
10YR4/6
( 110 GAL/3R./DAY X �_ 8R.)
ROOTS
36-60"
_
C1
LOAMY SAND
10YR6/4
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
60-96"
C2
SILT LOAM
DRIVES PARKING AREAS. LOADING SHALL BE
DESIGN PERCOLATION RATE
S"_ MIN./IN.
96-144"
C3
MEDIUM SAND
ER
UNITS USED TO BRING COVERS TO GRADE SHALL
LEACHING AREA
474.33 SO. FT.
JUL 12 2015 RE EIVED JUL 1
TOWN CLERK JUN 2 2 2016 je
"ITHYARMOUTH DCDk
YARMOUTH
OLD KING'S HIGHWAY
APPROVED: BOARD OF HEALTH
DATE
AGENT
NO WATER ENCOUNTERED AT IZO_ ELEV. _ _ 83_60
DESIGN CALCULATIONS NOTES:
YARMOUTH, LASS.
SETUCKET
� �A OMP PNO
R� P LD.. US
m NPCLE
y v 0 EEN
n
Z
3 1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
NUMBER OF BEDROOMS
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
GARBAGE DISPOSAL UNIT
_
THE SUBSURFACE DISPOSAL OF SEWAGE.
TOTAL ESTIMATED FLOW
2
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
( 110 GAL/3R./DAY X �_ 8R.)
_330_ GAL./DAY
WITHIN 6" OF FINISHED GRADE.
REQUIRED SEPTIC TANK CAPACITY
140- GAL. 3.
ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
ACTUAL SIZE OF SEPTIC TANK
1500 GAL.
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
SOIL CLASSIFICATION
�__
DRIVES PARKING AREAS. LOADING SHALL BE
DESIGN PERCOLATION RATE
S"_ MIN./IN.
IT ES O PARKING AREAS.
USED UNDER OR WITHIN 10 FT. OF DRIVES
U D N
EFFLUENT LOADING RATE
�.Z4- GAL./DAY S.F.
/ 4.
ER
UNITS USED TO BRING COVERS TO GRADE SHALL
LEACHING AREA
474.33 SO. FT.
I
B. MORTARED IN PLACE.
BE MORTARED
(11X36)+(47X2X10/12)
5.
NO DETERMINATION HAS BEEN MADE TO COMPLIANCE WITH
LEACHING CAPACITY AREA X RATE
( )
XL44 GAL/DAY
N
DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO
474.33 X 0.74
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
RESERVE LEACHING CAPACITY
�ML43 GAL./DAY 6.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
[(7.5X49)+(56.5X2X10/12)) X 0.74
IS TO CALL "DIG -SAFE" AT 1-BB8-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7.
CONTRACTOR 1S 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
9.
_X_
LOT IS SHOWN ON ASSESSORS MAP13'F AS PARCEL _t17__
10.
ALL UNSUITABLE 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).
JUL 12 2015 RE EIVED JUL 1
TOWN CLERK JUN 2 2 2016 je
"ITHYARMOUTH DCDk
YARMOUTH
OLD KING'S HIGHWAY
APPROVED: BOARD OF HEALTH
DATE
AGENT
7709-00
7709-SAS.DWG 0 2016 SWEETSER EN
YARMOUTH, LASS.
SETUCKET
� �A OMP PNO
R� P LD.. US
m NPCLE
y v 0 EEN
n
Z
PROPOSED SEPTIC DESIGII
FOR
JOE DOLTOVr
TOT 091 f62 B tA �iNIEi'•AC ROAD
LOC. 1 Y ? 1OUTH,�L MASS.
SEER LT FirIl'.IAr'Cr
203 SETUCKET ROAD
P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
DATE MAY 19, 2016 1
SCALE 1 " - 20'
CC
JOB NO. 0966-00
REV.
LOCATION MAP
REV.
SHEET 1 OF 15
7709-00
7709-SAS.DWG 0 2016 SWEETSER EN
..
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