HomeMy WebLinkAboutEngineer PlanSYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 4 BEDROOM MULTI -FAMILY DWELLING (2BR EA.)
DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD TOP FOUND. EL 33.2'
USE A 440 GPD DESIGN FLOW
SEPTIC TANK: 440 GPD (2) = 880 (FIRST COMPARTMENT) PRECAST H-10
RISERS (TYP.)
**REUSE A 1000 GAL. SEPTIC TANK 31.61
SEPTIC TANK: 440 GPD (1) = 440 (SECOND COMPARTMENT) io- EXISTING 14"
USE A 1000 GAL. H-10 SEPTIC TANK TEE SEPTIC TANK** TEE
GAS BAF
LEACHING:
SIDES: 2 (33.5 + 12.8) 2 (.74) = 137 GPD
BOTTOM 33.5 x 12.8 (.74) = 317 GPD
TOTAL: 614 S.F. 454 GPD
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
FOUNDATION EXIST. SEPTIC TANK
*THE INSTALLER SHALL VERIFY THE **INSTALLER SHALL CONFIRM MINIMUM
LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK SIZE AT 1000 GALLONS
BUILDING SEWER OUTLETS AND AND ITS SUITABILITY FOR RE -USE.
ELEVATIONS PRIOR TO INSTALLING ANY REPLACE WITH 1500 GALLON SEPTIC
PORTION OF SEPTIC SYSTEM TANK APPROPRIATE TO SITE
CONDITIONS IF NOT SUITABLE
SYSTEM PROFILE
(NOT TO SCALE)
ALL SYSTEM COMPONENT'S SHALL BE
j MARKED WITH MAGNETIC TAPE OR
COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF. FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
FILTER FABRIC OVER STONE
32.3 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 30.5'-31.5
PRECAST H-10 - WATERTEV D'BOX FOR LEVELNESS BLOCKS OR.
RISERS C".) MIN. 2 W ICKNESS PRECAST RISERS
4"OSCH40 PVC. MORTAR ALL INVERT IN 27.8'
PIPES LEVEL IST 2' COMPONENTS
4
ENDS (TYP.) SIDES 28.8'
* TE0.
E 1000 GAL H-10 14
TEE 6" MIN SUMP ®®�
30.28'f SEPTIC TANK 29.95' oaoaoaoa o F= 0 m�Mmm
\ °+�`o�n�?�a�a9 12••.MIN. INT. DIM. .moi ,. ®���8 mmmmm
30.20' GAS BAFFLE ®®mmmmmm®mm mmmmm®®mmmm
28.27' 28.1 25.8'
4 UQ. LEVEL ACME OR. EQUAL
0000a
'H-20 500. GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
o3/4"-1-1/12
0 0 0 0o'^•o"
0 0 0 0 0"0"0 0"0 0" DOUB
0 0"0 0 o`a.LE WASHED STONE 4'. MIN.
• o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0
0 0 0 0 0 0 0 0 0 0 0 0 .0
0 0 3 UNITS REQUIRED
a 00000aoa0ao ooPRECAST ( )
0 000ao�o�o�0 0 9.000 . � ALL AROUND
_ _ STRUCTURES
OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83'
} 6' CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(-Lx %. SLOPE) (2.9 % SLOPE) (. 3 % SLOPE)
H-20 20.8' BOTTOM. TH-1
4' SEPTIC TANK 58' D' BOX - 12' LEACHING No GROUNDWATER FOUND
FACILITY
DCE ##22-008
C
0
NOTES
DATUM IS NAVD 88
2. MUNICIPAL WATER IS EXISTING
VENT W/ CHARCOAL FILTER
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST
UNITS TO BE AASHO H -21f (H-10) TANK)
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 UNSUITABLEMATERIALENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
PROPOSED LEACHING FACILITY.
12. EXISTING LEACHING FACILITY SHALL BE PUMPED
AND REMOVED OR PUMPED AND FILLED -WITH CLEAN
SAND.
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS
OF THE FINAL INSTALLATION. MINIMUM OF 24 HOURS
LEGEND
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[991--.
P.RQ2DSED=L N1aUR
[98-4]
PROPOSED SPOT EL.
TH1
£
O
0
TEST HOLE
2%�
SLOPE OF GROUND
andy P d
UTILITY POLE
yrs
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN ORWNG
UNIT #4 UNIT #2
(LOCUS)
BED BED BED
BATH I BATH
KITCHEN) KITCHEN
LIVING DINING DINING
ROOM
FLOOR PLAN
(N. T ss)
N0110E REQUIRED.
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 49 PARCEL 29-C2 AND 29-C4
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF 'MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO586J
DATED 7/16/2014
SITE IS LOCATED WITHIN A STATE ZONE
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 2/17/22
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 31.3'
- A -
LS
8..
1OYR 4/1
-; B
LS
BED 24„ 1OYR 5/8 29.3'
LIVING
ROOM
Yarmouth Health Department
APPROVED
ame Date
C
PERC
MS
1OYR 7/6
126" 20.8'
NO GROUNDWATER ENCOUNTERED
TITLE 5 b" ITE PLA"Nffi
OF
205 HIGGINS CROWELL RD
WEST- YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTION/
BRYAN FAIRBAIR`N
A
cocheset
DATE: MARCH
s
m
� sosseti
Pond
O
z?
o�
0
ao
Scale:1"= 20'
£
O
Horse
Pond
.andR
k Igl
g�c
Locus
andy P d
IELyam
D
e �
0
m
v5
40 50 FEET
LOCUS MAP
SCALE 1"=2000'±
ASSESSORS MAP 49 PARCEL 29-C2 AND 29-C4
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF 'MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001CO586J
DATED 7/16/2014
SITE IS LOCATED WITHIN A STATE ZONE
TEST HOLE LOGS
ENGINEER: CRAIG J. FERRARI, SE #13871
WITNESS: PHIL RENAUD
DATE: 2/17/22
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
0" 31.3'
- A -
LS
8..
1OYR 4/1
-; B
LS
BED 24„ 1OYR 5/8 29.3'
LIVING
ROOM
Yarmouth Health Department
APPROVED
ame Date
C
PERC
MS
1OYR 7/6
126" 20.8'
NO GROUNDWATER ENCOUNTERED
TITLE 5 b" ITE PLA"Nffi
OF
205 HIGGINS CROWELL RD
WEST- YARMOUTH, MA
PREPARED FOR
BORTOLOTTI CONSTRUCTION/
BRYAN FAIRBAIR`N
A
DATE: MARCH
1, 2022
ate.
"qs
Scale:1"= 20'
RECEIVED
IELyam
MAR 14 2022
m
0 10 20 30
40 50 FEET
LA
HEALTH DEPT.
1980
�P
°°P
off 508-362-4541
tvE
I
fax 508-362-9880
downcope.com iD
j
owa cope WAI0 tering, file.
civil engineers
I' _ `,� _- / .d ...._ land surveyors
6
939 Main Street ( Rte 6A)
i
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
i
22-008"BORTOLOTTI-FAIRBAIRN,DWG