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LEGEND
99 —
EXISTING CONTOUR
X 99•
EXIST. SPOT ELEV.
—[99)--
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
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TEST HOLE
SLOPE OF GROUND
rob
UTILITY POLE
y
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
�32-
O
IN
1331
5,1133
^ I
^, u
ZONING SUMMARY
ZONING DISTRICT: R-40 DISTRICT
MIN. LOT SIZE 40,000 S.F. °
MIN. LOT FRONTAGE 150'
MIN. FRONT SETBACK 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20' 4-
MAX. BUILDING COVERAGE 25% tti9
MAX. BUILDING HEIGHT 35'
N °
a
Ln
w /
DWELLII
TOF =
SYSTEM DESIGN: j ��°� c29
GARBAGE DISPOSER IS NOT ALLOWED ` `L� PROPOSED GARA
SLAB 29.3
PROPOSED 5 BEDROOM DWELLING /
26
DESIGN FLOW: 5 BEDROOMS @ 110 GPD = 550 GPD
USE A 550 GPD DESIGN FLOW 29]
a
SEPTIC TANK: 550 GPD (2) = 1100
Q
D
USE A 1500 GAL. SEPTIC TANK
LEACHING: .411
SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD �251
BOTTOM 42 x 12.83 (.74) = 398 GPD
85'43'17"E
TOTAL: 756 S.F. 560 GPD
151.00
USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
WITH 4' STONE ALL AROUND
MA r
APPROVED DATE BOARD OF HEALTH
Vermouth Heaith Department
Date
SYSTEMSYSTEM PROFILE MMMAARKED WITHCMAGNETIIC TAPE O BE
(NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION.
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2' PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE
\--f TOP FOUND. EL. 29.7' FILTER FABRIC OVER STONE
28.0' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 26-27'
BLOCKS OR /
PRECAST M-10 WATERTEST D'BOX FOR LEVELNESS PRECAST RISERS
,5 INVERT IN 23.20' /
RISERS (TYP.) 4"0SCH40 PVC MORTAR ALL
,
. ` ', PIPES LEVEL 1ST 2' 4' iNP•) 4
ENDS SIDES 24.03
L;.. ,. o
25.7' 10* 1500 GAL H-10 14" ' ,•000�a�..•;•• .:. , ...:.,:. :. r. +...
TEE SEPTIC TANK TEE ® ® ®�® ® ®-- ®� '°°°°°°°°
;.; 25.23' 4.98 °g°g°o°
'• OOOQOOOOQOOO ®� :°°°�° .. .
GAS BAFFLE o 0 0 0 ° o >°°°°°°°°IMP
°pop
° ° °
a 4' uQ. LEVEL (ACME oR EQUAL) .; 23.54' .37' '> �o�o�o�0 21.20' ...
J0° 000000000000000000°000ao�oQQoo°00000000O4
o;°�°oor°o,°,o,°,o°,o°,000000000�o�°o�o�°,o�,o�,o;00000P 3/4 "-1=1 2" DOUBLE WASHED STONE 4' MIN.�H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL
ALL AROUND PRECAST STRUCTURES (4) UNITS REQUIRED
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83'
COMPACTION. (15.221 [2]) �!
i 2.5 w e, non f 2 Y ci narl w si npr)
NOTES
1. DATUM IS NAVD 88
2. MUNICIPAL WATER IS PROPSOED
3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS
TO BE AASAO H—M
5. PIPE J014TS 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 CAWNG
DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCUS MAP
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES
PRIOR TO COMMENCEMENT OF WORK.
SCALE 1 "=2000'f
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED BENEATH AND 5' AROUND THE PROPOSED ASSESSORS MAP 122 PARCEL 24.1
LEACHING FACILITY.
TEST HOLE LOGS
ENGINEER: DANIEL A. OJALA, P.E.,
P.L.S.
WITNESS: AMY VON HONE, RS
DATE: 7/13/2017
PERC. RATE _ < 2 MIN/INCH
CLASS i SOILS
ELEV.
ELEV.
0" 28' 0"
27'
A
A
LS
LS
10YR 4/2
10YR 4/2
1011
12„
B
B
LS
LS
.28"
10YR 5/4
'
25.734
10YR 5 4
/
24.2
C
C
PERC
MS
MS
10YR 6/6
10YR 6/6
120„
18' 132"
16'
NO GROUNDWATER ENCOUNTERED
'mum m 0 m
T I T LE
P 0 A N
OF
#63 THACHER.SHORE ROAD
YAR"
®UT P®RT' / i VI
PREPARED FOR
BRIAN BASLER
a `DATE: SEPTEMBER 27, 2022
REV.: OCTOBER 18, 2023
REV.: DECEMBER 19, 2023��-
Scale: 1"= 20'
�qM QF hfq 4 DANIEL GN JuN Q L ti
DANIELA. 10,
OJALA Sni 0 10 20 30 40 50 FEET HEALTH, I.
�o OJALA No. 40980
CIVIL cn,� �oF�ss\o�'P off 508-362-4541
�No. 46502o w�� �qNO EM fax 508-362-9880
o3UR�
� Ff� / " " I downcope.com
civil engineers
fond surveyors
939 Main Street ( Rte 6A)
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675
17-324