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I
SYSTEM PROFILE
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE)
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE
1I11.111/1 ILI 7r AC' /'MIM MK70 PAF(`ACT
ALL SYSTEM COMPONENTS SHALL BE
MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
2% SLOPE REQUIRED OVER SYSTEM
NOTE: 2' MIN. WALL
PRECAST H-10 THICKNESS REQUIRED PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE
RISERS CTYP.) 4'DSCH40 PVC
2'0
6' MIN. SUMP PIPES LEVEL 1ST 2'
12' MIN. INT. DIM.
2" DOUB�>T WASHED PEASTONE
10" "EXISTING 14" OR GEOTIf ILE FABRIC 34.42'
TEE SEPTIC TANK TEE
;00000000000a� WATERTEST D'BOX �o
GAS BAFFLE �9a�°o,°q°o$o°' FOR LEVELNESS o o
*33.92
go 2' c
oa
HIGH CAPACITY INFILTRA I UNS liI_7
3/4" TO 1 1/2 " DOUBLE` WASHED STONE '
OVERALL DIMENSIONS TO ❑UTSIDE OF STONE, 39.5' X 6.83'
FOUNDATION— EXIST. SEPTIC TANK EXIST. D' BOX EXIST. LEACHING
FACILITY
ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC
31.92'
5.22'
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF BOTTOM TH-I
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY NO GROUNDWATER FOUND
26.7'
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM FOR RE -USE. REPLACE WITH 1500 GALLON
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF
NOT SUITABLE
99 —
EXISTING CONTOUR
X 99-1
EXIST. SPOT ELEV.
—[991—
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
21.,
SLOPE OF GROUND
C-0b
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: RICK JUDD, R.S.
WITNESS: C. STIEFEL
DATE: 11 /20/01
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
41 ELEV.
0 36'
0
6"
s
1OYR 3/2
11"
Bw
LMS
42„ 1OYR 4/6 32.5'
PERC C
M/CS
2.5Y 6/4
112" 126.7'
NO GROUNDWATER ENCOUNTERED
LICE # 18-251
5' REMOVAL OF UNSUITABLE SOIL REQUIRED' \
AROUND PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER. REPLACE PROVIDE 25' OF 40 MIL LINER AT 5'
WITH CLEAN MED. SAND, TO MEET -OFF SAS IN AREA SHOWN. TOP AT
/-____�SPECIFICAMONS OF 310 CMR 15.255(3) ELEV. 34.5', BOTTOM AT EL. 30.5't
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H-10
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 LINE 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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CALLINGTDIGSAFE (1-888B 344E 720 3)BAND OR LOCUS M' `p
VERIFYING THE LOCATION OF ALL UNDERGROUND & SCALE 1 "=2000't f
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
ASSESSORS MAP 151 PARCEL 49
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE SITE IS NOT WITHIN A ZONE II
PROPOSED LEACHING FACILITY.
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD
.USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
ROq **RE -USE EXISTING 1000 GAL. SEPTIC TANK
NOR 48 LEACHING:
�\ Ty SIDES: 2 (39.5 + 6.83) 2 (.74) = 137 GPD .
_ -._336 - GPD
5_--x- 6.83_ _ (74) -
BOTT
OM 39_-- — - --
t TOTAL: 455 S.F. 336 GPD
USE EXISTING (4) HIGH CAPACITY INFILTRATORS
WITH 2' STONE AT SIDES
ADD (2) ADDITIONAL HIGH CAPACITY INFILTRATORS
WITH 2' STONE AT SIDES AND 2' STONE AT THE END
d�v
- , MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
9 #9 BRAY FARM ROAD NORTH
YARMOUTH PORT, MA
PREPARED FOR
THERESE GORETTI
BENCHMARK:
BASEMENT SILL DATE: AUGUST 2, 2018
--40.65' NAVD88 1 Scale: 1 "= 20'
OF �,�
ZN OF MASS gC,sl���N pssgcy� 0 10 20 30 40 50 FEE]
DANIEL s
250- BEDROOM` LIVING �o DANIELA. s� off 508 362-4541
OJALA fax 508-362-9880
O � , ROOM BEDROOM i8 CIVIL ' OJi;tJ! �� N
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BATH DINING 6 „SOON E • civil engineers
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land surveyors
LEACHING DETAIL ''� ®-i
FLOOR PLAN ��� �a;�� ���e 939 Main street � Rte 6A>
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
SCALE 1" = 20' nlnT Tr) grAI1=
18-251