Engineered Plan - 2018i
. 96.54
rn
c
LOT >54
22, 880.9 i SF
98.67
x ` 96.50 \
fi
1,frc ?IT
SOIL r,� 1000 GA..LLOt
- 99.84
i
TEST 1 SEPT`C TA. K /, 98.36
97.87 p� �/
D. Y .00
4.1
Box
96.36 98.46 '
2p \I e � SI 1
o d �n�Gr�
98.01
/ x f 92.52
\ 97.63 /
*95.94 \ � r � d,,2
J 94.3:
9E 4
\ 6�
96.7 b,
�k sow`` Q�
/i
DATE OF SOIL TEST FEBRUARY 2212018
NlEE
SOIL TEST DONE BY STSER ENGiIJEERING
WITNESSED BY P._P,2_L20---------
017'
4. tarryaye Ypz w,4: 9 v°. C 96.9
$.�€ 1,%F..„e VA i€.,,e+3t-v 8 i�..�'._E-. � ELEV.=------
PERCOLATION RATE <?MIN./INCH AT _5�--- INCHES
DEPTH
HORIZ
I TEXTURECOLQR
MOI
OTHER
TOP OF FOUNDATION
NUMBER OF BEDROOMS 3
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE
GARBAGE DISPOSAL UNIT _ NO
NO
ELEV._ 100.00_
- _____
10 FT. MINIMUM
10 FT, MINIMUM FROM
SLAB
CLEAN SAND
(ASSUMED)
13-25"
CONCRETE
LOAMY SAND
INSPECTION PORT
ROOTS
25-132"
COVERS
4" SCHEDULE 40 PVC PIPE
LOAM AND SEED
LEACHING CAPACITY (AREA X RATE) y5144 GAL./DAY
474.33 X 0.74
MIN. PITCH 1/8" PER FT.
i" LAYEERI%2
�T
lm
10 7E
I
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
7TLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
WASHED STONE
�.,pp
4" CAST IRON PIPE
X. 6" MAX
"MAX.
97.40 MAX.�4AXFILTER FABRIC
95.15 MIN.
NOTTREQUIRED
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
(OR EQUAL) MINIMUM
96.45
USED UNDER CR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
79
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. HAS BEEN MADE AS TO COMPLIANCE WITH
PITCH 1/4" PER FT.
NO DETERMINATION
FLOW TEE
Z
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
' - ... r ,,,.;•_ ..
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
"DIG
LEVELERS
IS TO CALL -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
'
FLOW LINE
9x,40
ELEV. 88.L1a _
10"
-TMIN.o
2.0..
0
01d.
rf
8. PARCEL IS IN FLOOD ZONE _ X
J
ELEV.
_ _85.03_
LEVEL
o
o
b -
ELEV. _ _g5.2C?_
ADD GAS ELEV.
_ 94_0g7 6" SUMP ELEV. _ __93.90_
o C ELEV.
_ _93.07_
BAFFLE
_
-
DIS €�".IE BION
ELEV. _
s
x
4 HIGH CAPACITY INFILTRATORS WITH
g2.1
(EXISTING)
_2312Q_
STONE IN AN
TO BE WATER TESTED7.17
11 X 36 X 10 TRENCH FORMATION
1000 ��,LLONI
IF MORE THAN ONE OUTLET
�
((�!, cpyt�o
(TO BE PLACED ON FIRM BASE)
rti tL
S 11 ABSORPTION p.
WELL N A
LIQUID
i_..
M L �
OUTLET ' � X
T "�
3/4" TO 1 1/2" CLEANSYE
0
g�;
ZONE
INDEX
-DEPTH
4 FEET
14 INCHES
"w.h
DOUBLE WASHED STONE
ADJUST
5 FEET
19 INCHES
FREE OF FINES & SILT
6 FEET
24 INCHES
8 FEET
34 INCHES
� AA(3. DISP'�. SAI.. S��S + P O --ILE
USGS PROBABLE WATER TABLE ELEV. =
OBSERVED WATER TABLE ( / / )ELEV. _
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV =
i
. 96.54
rn
c
LOT >54
22, 880.9 i SF
98.67
x ` 96.50 \
fi
1,frc ?IT
SOIL r,� 1000 GA..LLOt
- 99.84
i
TEST 1 SEPT`C TA. K /, 98.36
97.87 p� �/
D. Y .00
4.1
Box
96.36 98.46 '
2p \I e � SI 1
o d �n�Gr�
98.01
/ x f 92.52
\ 97.63 /
*95.94 \ � r � d,,2
J 94.3:
9E 4
\ 6�
96.7 b,
�k sow`` Q�
/i
DATE OF SOIL TEST FEBRUARY 2212018
NlEE
SOIL TEST DONE BY STSER ENGiIJEERING
WITNESSED BY P._P,2_L20---------
017'
4. tarryaye Ypz w,4: 9 v°. C 96.9
$.�€ 1,%F..„e VA i€.,,e+3t-v 8 i�..�'._E-. � ELEV.=------
PERCOLATION RATE <?MIN./INCH AT _5�--- INCHES
DEPTH
HORIZ
I TEXTURECOLQR
MOI
OTHER
0-10"
NUMBER OF BEDROOMS 3
FILL
GARBAGE DISPOSAL UNIT _ NO
NO
TOTAL ESTIMATED FLOW
10-13"
A
LOAMY SAND
10YR5/1
ROOTS
13-25"
B
LOAMY SAND
10YR6/4
ROOTS
25-132"
C
MRD./FINE SAND
2.5Y7/4
LEACHING CAPACITY (AREA X RATE) y5144 GAL./DAY
Yarmouth Health Department
pp 17
Name Date
PPR 0 � ,
DATE AGENT
PROPOSED C S
FOR
tl�Qdk•yT�ry � �. +: }'s_.yJ�ya .fir _ Yk`{�]�j
LOC. ,. ;3 � "'°31^"y
An4
TG
Z ✓ � OP�
203 SETUCKET ROAD 1
508- P. 0. BOX 713
SOUTH DENNIS, MASS. '
385-6900 02660
z- DATE FEB. 23, 20181 SCALE 1 „ _ 20'
FREV, JOB No.7.
O_
LOCATION MAP REV. SHEET 1 OF 1
NO WATER ENCOUNTERED AT __132_ ELEV. _ _85_9 _
D' CALCIL)LATIrt)"S
NUMBER OF BEDROOMS 3
GARBAGE DISPOSAL UNIT _ NO
TOTAL ESTIMATED FLOW
( 110 GAL./01,./DAY X __3___ BR.) __3.3Q_ GAL./DAY
a
REQUIRED SEPTIC TANK, CAPACITY _16.Q_ GAL.
ACTUAL SIZE OF SEPTIC TANK (EXISTING) _1000 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE <___ MIN./IN.
EFFLUENT LOADING RATE __0, 4_ GAL./DAY/S.F.
LEACHING AREA SO. FT.
(11X36)+(47X2X10/12)
LEACHING CAPACITY (AREA X RATE) y5144 GAL./DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY _E2NT_ GAL./DAY
�T
lm
10 7E
I
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
7TLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL OF SEWAGE,
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
3.
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
JGf" Z ;
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER CR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
79
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. HAS BEEN MADE AS TO COMPLIANCE WITH
NO DETERMINATION
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
' - ... r ,,,.;•_ ..
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
"DIG
i
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.
rf
8. PARCEL IS IN FLOOD ZONE _ X
J
9. LOT IS SHOWN ON ASSESSORS MAP __7_ZL _ AS PARCEL - 81
�rFr
10. EXISTING PIT IS TO BE PUMPED AND BACKFILLED.
b -
A.
Yarmouth Health Department
pp 17
Name Date
PPR 0 � ,
DATE AGENT
PROPOSED C S
FOR
tl�Qdk•yT�ry � �. +: }'s_.yJ�ya .fir _ Yk`{�]�j
LOC. ,. ;3 � "'°31^"y
An4
TG
Z ✓ � OP�
203 SETUCKET ROAD 1
508- P. 0. BOX 713
SOUTH DENNIS, MASS. '
385-6900 02660
z- DATE FEB. 23, 20181 SCALE 1 „ _ 20'
FREV, JOB No.7.
O_
LOCATION MAP REV. SHEET 1 OF 1