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PROVIDE MIN. 2W DIAM. WATERTIGHT
ACCESS COVERS TO WITHIN r OF FIN. GRADE
NOTE: 2 1
PRECAST H-10 THICKNESS
RISERS
2'0 40.05' - r MIN. SUMP
•• • • : • .. 1Y MIN. INC..DIM.
EXISTING 1000 GAL
10" SEPTIC TANK**
°o
T74"
TEE 38.72'±*
o°o°a°
GAS°+
�;.14' LIQ. LEVEL ACME OR EQUAL).. 38.27'
8" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 (21)
(1.8 % SLOPE)
FOUNDATION EXIST. — SEPTIC TANK 25' D' BOX
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEV TI
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM
_99—
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
PROPOSED CONTOUR
198,41
PROPOSED SPOT EL
THI
0
TEST HOLE
SLOPE OF GROUND
rQ�
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL Sr1O= MAY APPM W DRAYRNB
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: JASON GARDINER
DATE: 6/21/2022
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
QP ELEV.
a 41,0'
FILL
A
LS
27" 1OYR 3/4 8.75'
B
LS
36" 1 OYR 5/6 38.0'
C
PERC
MS
1OYR 7/6
132" L J 30_0'
NO GROUNDWATER ENCOUNTERED
DICE #22-960
(NOT To wAj3
2" PEASTONE OR GEOTEXTILE
FILTER FABRIC OVER STONE
140 PVC
LEVEL IST 2'
ALL, SYSTEM COMPONENTS SHALL BE
MIRKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
CONCtETE COVERS TO WITHIN 3" GRADE
296 SLDPE REQUIRED OVER
BLOCKS OR
pLL PRECAST RISERS
COMPONENTS H-20
(TYP.)
io°000000eo Ig®88®BBl3dtz3E=1' ClL�9l�JlJIJClG�C7T.�tlC� 000a0000
jo 000000 0 0 0 36.0
"-1-1/2" DOUBLE WASHED STONE 4' MIN. H-20 50) GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL.
AROUND PRECAST STRUCTURES (2) UNITS REQUIRED
ALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.8$'
30.0' BOTTOM TH-1
1_96 SLOPE) NO GROUNDWATER FOUND
(
12' LEACHING
FACILITY
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT
1000 GALLONS AND ITS SUITABIILTY FOR RE -USE. REPLACE
WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
> C
o
a
g �
w 38 C
/
m
k
wO LOT 116 \
12,100± S.F.
I
A E
RIVE
EXISTING
41 DWELLING
TOF = 42.6' KL
GRA L °ryy
DECK
cCl a I LP
_C��
CAUTION GAS LINE -
0
Scale: 1"= 20'
0 10 20
40 SO FEET
m
=41.7' NAVD88
0
O
F -
NOTES
1. DATUM IS NAND 88
2, MUNICIPAL WATER IS QQSTING
3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOL
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -1Q (H-20 LEACHING)
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE
WITH 310 CMR 15.000 (TITLE 5.)
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
NOT TO BE USED FOR LOT UNE STAKING OR ANY
OTHER PURPOSE.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR
CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
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10. CONTRACTOR SHALL BE RESPONSIBLE FORCALLING (� G M
AND
VERIFYING ITHE LOGSAFE CATION OF ALL UNDERGROUND & LOCUS MAP
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT Cm SCALE 1"=2000'±
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHAD_ ASSESSORS MAP 134 PARCEL 126
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY. LOCUS IS WITHIN FEMA FLOOD ZONE X
12. EXISTING LEACHING FACILITY SHALL BE PUMPED (AREA OF MINIMAL FLOOD HAZARD) AS
AND REMOVED OR PUMPER AND FILLED WITH CLEAN SHOWN ON COMMUNITY PANEL #25001CO579J
SAND. DATED 7/16/2014
DATE DANIEL A. OJALA, P.E., P.L.S.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW. 3 BEDROOMS 0 110 GPD = 330 GPD
USE -A-330 GPD DES6N fLOW
SEPTIC TANK: 330 GPD (2) = 660
**RE -USE EXISTING 1000 GAL. SEPTIC TANK
LEACHING:
SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD
BOTTOM 25 x 12.83 (.74) 237 GPD
TOTAL: 472 S.F. 349 GPD
USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA
APPROVED DATE OARD F HEALTH '
TITLE 5 SITE PLAN
OF
#41 BARNACLE ROAD
YARMOUTH PORT, MA
PREPARED FOR
qsc KELLY TURNER
.A 1 DATE: JUNE 23, 2022
4 `�
N
02 off 5Q8-382-4541
fax 508-362-9880
df'
owncape.com
down ape tAjiAeeriAd, iuc.
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939 Main Street ( Rte 6A)
YARM0U77/P0RT AfA 02675
22-160 TURNER.DWG