HomeMy WebLinkAboutEngineer Plan - 202112.0'
SYSTEM PROFILE
2' CAST IRON COVERS TO GRADE OR CONCRETE (NOT TO SCALE)
COVERS TO WITHIN 6" GRADE, COORDINATE W/ OWNER
OF COVER OVER PRECAST
4"4SCH40 PVC
PIPES LEVEL 1ST 2'
U10
- **EXISTING 14" r�.w
TEE SEPTIC TANK TEE *8.56'f
000gaaoo°oa WATERTEST D'BOX
GAS BAFFLE::, FOR LEVELNESS
4' DQ. LEVEL (ACME OR EQUAL)'' 8.41' 8.24'
oso�o�o�oe�oe00000" " " �_"_"_�o,0000
` 6" CRUSHED STONE OR MECHANICAL
L� COMPACTION. (15.221 [21)
( % SLOPE) (-L-% SLOPE)
H-20
FOUNDATION- EXIST. - SEPTIC TANK 15' D' BOX 7' -
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LEGEN D
-- 99-
EXISTING CONTOUR
X 88.1
EXIST. SPOT ELEV.
-[991--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYM60L5 MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 7/8/21
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
0„ 4
10YR 3/11
12'
r//SL j/
�IkIOYR 5/4
16' /////
;,
/ /
2.5Y 6/4
36" /////
C2
PERC
M/CS
2.5Y 7/3
ELEV.
10.0'
7.0'
mue;
**INSTALLER SHALL CONFIRM MINIMUM
SEPTIC TANK SIZE AT 1000 GALLONS
AND ITS SUITABILITY FOR RE -USE.
REPLACE WITH 1500 GALLON SEPTIC
TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
UNSUITABLE
SOIL
G -W ADJ. DATA:
WELL: MW 29
ZONE: A
ADJ: 2.1' (JULY 2021)
MARK CORNERS OF
LEACHING FIELD W/
REBAR SET 4" BELOW
GRADE 2% SLOPE INSPECTION PORT H-20
FILTER FABRIC /
TOP8.52' FINISHED GRADE
• -
LEACHING
FACILITY
1 CLEAN FILL
4' PERFORATED PVC 2.5' D.C. S=0.005 0
0
3/4"-1-1/2" DOUBLE WASHED 0
8" STONE LEACHING FIELD
LEVEL BOTTOM 0
30.0'
7.54'
ADJ. G.W. EL= 3.1
PROP. VENT WITH
AND BUGSCREEN
CONTRACTOR WTI
CONSULTATION)
DAL FILTER
PLACEMENT BY
NOTES
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-211
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.
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND
VERIFYING THE LOCATION OF ALL UNDERGROUND &
OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF
WORK.
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED.
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS
OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS
NOTICE REQUIRED.
OF UNSUITABLE SOIL REQUIttD
ETER OF LEACHING FACILIi,
T LE SOIL LAYER. REPLACE -ti
ME . SAND, TO MEET
JS OF 310 CMR 15.255(3)
t0_-20.11
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 33 PARCEL 52
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO589J
DATED 7/16/2014
DEC 0 2 2021
HEALTH DEPT
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
- - DESIGN FLOW: 2 BEDROOMS 0 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
**RE -USE EXISTING 1000 GAL. H-20 SEPTIC TANK
LEACHING:
220 GPD (.74) = 298 SF REQUIRED
10'X30'=300 SF OK
300 SF X .74 = 222 GPD OK
USE A 10' X 30' PIPE AND STONE LEACHING FIELD
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
Ar of Ayx OF
sq�
D,4AIEL 5�m SHOFMqssg0 9 BLISCOTT AVE
OJALA �, o� DANIELA
NO. 40980 DJAIA
CIVIL Nm� OUTH YARMOUTH, MA
r
No. 46502
pSURV P CrSTE' ° �� PREPARED FOR
STT ���ta�
DANIEL
A.
OJAL4
No.409S0
OJALA
CIVIL
No. 46502
�6r.�TERi
120„ u 0_0'
GW ENCOUNTERED AT 108" EL. = 1.0' _ 1
LICE #2'-223 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
EA W
MARIA GUNUAL V CS
DATE: AUGUST 25, 2021
REV. OCTOBER 20, 2021 (HEALTH DEPT. COMMENTS)
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-223 GONCALVES.DWG
e
o
4�
ne
s�
of
g
pJI
to
5 Cocus
N
S.
S
�N
N
�
pkh
A
m
P
a
4
a
m
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 33 PARCEL 52
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO589J
DATED 7/16/2014
DEC 0 2 2021
HEALTH DEPT
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
- - DESIGN FLOW: 2 BEDROOMS 0 110 GPD = 220 GPD
USE A 220 GPD DESIGN FLOW
SEPTIC TANK: 220 GPD (2) = 440
**RE -USE EXISTING 1000 GAL. H-20 SEPTIC TANK
LEACHING:
220 GPD (.74) = 298 SF REQUIRED
10'X30'=300 SF OK
300 SF X .74 = 222 GPD OK
USE A 10' X 30' PIPE AND STONE LEACHING FIELD
MA
APPROVED DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
Ar of Ayx OF
sq�
D,4AIEL 5�m SHOFMqssg0 9 BLISCOTT AVE
OJALA �, o� DANIELA
NO. 40980 DJAIA
CIVIL Nm� OUTH YARMOUTH, MA
r
No. 46502
pSURV P CrSTE' ° �� PREPARED FOR
STT ���ta�
DANIEL
A.
OJAL4
No.409S0
OJALA
CIVIL
No. 46502
�6r.�TERi
120„ u 0_0'
GW ENCOUNTERED AT 108" EL. = 1.0' _ 1
LICE #2'-223 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S.
EA W
MARIA GUNUAL V CS
DATE: AUGUST 25, 2021
REV. OCTOBER 20, 2021 (HEALTH DEPT. COMMENTS)
I off 508-362-4541
fax 508-362-9880
downcape.com
down cape engineering, inC.
civil engineers
land surveyors
939 Main Street ( Rte 6A)
YARMOUTHPORT MA 02675
21-223 GONCALVES.DWG