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X 99. 1
EXIST. SPOT ELEV.
-[99]---
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
0
TEST HOLE
2%,
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING
°
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
SEPTIC TANK: 330 GPD (2) = 660
USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK
972 GAL. IN FIRST COMPARTMENT
480 GAL. IN SECOND COMPARTMENT
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
SYSTEM PROFILE EKED ' ICQI�,ETICTAPE OR BE
(NOT 10 Si&E) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2• PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
20,30' FILTER FABRIC OVER STONE
17.0' MINIMUM 75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 16.0
PRECAST H-1D WATERTE D'BOX FOR LEVELNESS BLOCKS OR
RISERS (1YP ) ST PRECAST RISERS
MIN. 2 CKNESS
2'0 4"0SCH40 PVC MORTAR ALL INVERT IN 13.0'
PIPES LEVEL 1ST 2' L4• COMPONENTS SIDES 13.83'
i' I ENDS (TYP.)
U_
15M GAL DUAL
16.40'
�k COUP. H-10
SEi�IC TAW
74• .°o°°°o°o o°o°o°°°
_ °
TEE 33.54 6" MIN SUMP :°°°°°°°° ram
®'° °1� O°°°°�°°OHO '°O°O°O°O ® '°�°�°oo°
°o°000°000°o 12" _MIN. INT. DIM.°°
GAS BAFFLE GAS BAFFLE _ '-Oo�o9+oe°- •°o°o°000
4' LIQ. LEVEL 972 GAL COMP. GAL COMP.'. , :00000000 ":00°0°0°0 11.0
(ACME OR EQUAL) •; 8.8' 13.29
000°o°
°oo�0000�o�o�o�o�000000000�o,°,o,°,o'°,o,°,o_�o�000ao� H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
3/4"-1-1/2" DOUBLE WASHED STONE 4' MiN. (3) UNITS REQUIRED
*THE INSTALLER SHALL VERIFY THE ALL AROUNC, PRECAST STRUCTURES
LOCATIONS OF ALL UTILITIES AND ALL 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 33.5' X 12.83' o
BUILDING SEWER OUTLETS AND COMPACTION. (15221 [2])
ELEVATIONS PRIOR TO INSTALLING ANY r2.5 X SLOPE MIN.) (1.0 X SLOPE) (1_.0 X SLOPE)
PORTION OF SEPTIC SYSTEM
FOUNDATION- DBOX 12
15' SEPTIC TANK 25' ' ' LEACHING 6.0' BOTTOM TH-1
FACILITY NO GROUNDWATER FOUND
KITCHEN
RCD)M co
I
-F
_IVING DINING
'ROOM. ROOM
1 ST
FLOOR
CRAWL SPACE ATTIC
BE9-
ROOM
HALL
ROOM
CRAWL SPACE ATTIC
2ND
FLOOR
FLOOR PLAN
NOT TO SCALE
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-],Q
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 (811) 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 OR PUMPED AND FILLED WITH CLEAN SAND.
13. OWNER'S ENGINEER TO PERFORM INSPECTIONS OF THE
FINAL INSTALLATION. MINIMUM OF 24 HOURS NOTICE
REQUIRED.
LOCUS MAP
SCALE 1 "=2000'f
ASSESSORS MAP 30 PARCEL 32
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL #25001 CO569J
DATED 7/16/2014
SITE WITHIN STATE DESIGNATED NSA
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #1�587
WITNESS: BARRY LEWIS
DATE: 5/16/2024
PERC. RATE -
<�2a MIN/INCH
CLASS I 'S_04LS-
ELEV.
4
0» 16.5'
A
LS
12" 1OYR 4/2
LS
1OYR 5/6
30" ///// 14.0'
PERC
C1
MS
2.5Y 7/3
zUNSUITABLE SOIL
126" 6. 0'_
NO GROUNDWATER ENCOUNTERED
TITLE 5 SITE PLAN
OF
Yar Department 18 STANDISH WAY
Na E�+� WEST YARMOUTH, MA
PREPARED FOR
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BORTOLOTTI CONSTRUCTION
DANIEI.,� y�� THERINE STOECKER & DAVID SYLVIA
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CIVIL N
No.46502
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DANIEL ". �i, o� DANIEL yG
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CIVIL OJALA
No.76502 q No.40980
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sS�OIVAL �Nv 9H0 SUR\1
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DATE DANIEL A. OJAL.A, P.E., P.L.S.
DATE: JUNE 14, 2024
Scale:1 "= 20'
v 20 3C 40 50 EEL'
off 508-362-4541
fax 508-362-9880 JUL 0 2 2024
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