HomeMy WebLinkAboutEngineer PlanPRECAST H-1
RISERS (TYP.)
.. 2'0
* 55.73' -
FOUNDATION
LEGEND-
Y STEM PROFILE MARKED WITHALL SYSTEM MAGNETICTAPEAOR LL BE NOTES -
PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. NOTES
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 1. DATUM IS NAVD 88
CONCRETE COVERS TO WITHIN 3" GRADE I
2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING Apple
' FILTER FABRIC OVER STONE I
37.5' F2% SLOPE REQUIRED OVER SYSTEM 38.0' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. / ; MINIMUM .75' OF COVER OVER PRECAST / Locus
NOTE: 2" MIN. WALL ../��
0 R PROP
OSED DESIGN LOADING FOR ALL L ROPD PRECAST
!�•..�,../"'
THICKNESS REQUIRED BLOCKS OR 4o
Po
, PRECAST RISERSUNITS TO BE AASHO H-j�(36.4 4"OSCH40 PVC MORTAR ALL N-10 vrti6" MIN. SUMP PIPES LEVEL 1ST 2' �4 COMPONENTS 5. PIPE JOINTS TQ BE MADE WATERTIGHT.a�12" MIN. INT. DIM. II ENDS (TYP.) 917' 4' 9 owSIDES 35.0'"EXISTING 14" I--�, oP�.,i P� -� rt 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
TEE SEPTIC TANK TEE 35.1 ° � WITH 310 CMR 15.000 (TITLE 5.)
* ' .. .. t> ®���1 ®®- � ® � � �� Bin
WATERTEST D'BOX®®�1�0®®®®�IJ® ° Q7
o°onooab0000a ono�: C� C.l c`o�ooad + �cb• /�'
GAS BAFFLE .:` "3°°o°o°a°°° FQR LEVELNESS (" t -�� �®��� ���- C? ®� ° 7 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
o„o_ .. c, oc o°o dT d o°°a°o''e4
��C, M®F1=1E l® NOT TO BE USED FOR LOT LINE STAKING OR ANY 0 ��
4' LIQ. LEVEL (ACME OR EQUAL} '-'�'o oQr�o OTHER PURPOSE.
34.55' 34.38' 32 17'
Qom
°°°°°°°°°°o°o°°°°°°°a°°°°°°°°°°°°°°°°°ooa°� 8. PIPE FOR SEPTIC SYSTEM TO SCH. 4•Q-4" PVC. (
LH-10 50fl GAL LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 0°0°0°oa°o°On°o0°O°°O°000O°OOOna°a7°0°�0° 7 i L
i 3/4"-1-i/2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED
i ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR
6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF Locus
COMPACTION. (15.221 (21) c^o HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH. °•
10. CONTRACTOR SHALL BE RESPONSIBLE FOR
CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP
(2 6 % SLOPE) 24.5' BOTTOM TH-1 VERIFYING THE LOCATION OF ALL UNDERGROUND &
(i .7 % SLOPE) NO GROUNDWATER FOUND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ,
WORK. SCALE 1 =2000 f
EXISTING SEPTIC TANK 21' LEACHING
D' BOX 12' ASSESSORS MAP 151 PARCEL 47
- ya -__-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
I
-[99] -
PROPOSED CONTOUR
198.41
PROPOSED SPOT EL.
TH1
TEST HOLE
SLOPE OF GROUND
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBUS MAY APPEAR IN DRAWING
FACILITY 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL
BE REMOVED BENEATH AND 5' AROUND THE
*THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL
PROPOSED LEACHING FACILITY. ZONING SUMMARY
UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS _ 12. EXISTING LEACHING FACILITY SHALL BE PUMPED
PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND REMOVED OR PUMPED AND FILLED WITH CLEAN ZONING DISTRICT: R-40 DISTRICT
f,
**INSTALLER SHALL CONFIRM MINIMUM SEPTIC `' - ` -- SAND.
TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY �! ' MIN. FRONT SETBACK 30'
FOR RE -USE. REPLACE WITH 1500 GALLON - '� ' \, MIN. SIDE SETBACK 20'
SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF MIN. REAR SETBACK 20'
NOT SUITABLE
t �. MAX. BUILDING COVERAGE 25%
,„� ! \
36
$65�, PROPOSED LOT COVERAGE 9.9%
SYSTEM DESIGN:
GARBAGE DISPOSER IS NOT ALLOWED
M1 A.
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
r USE A 330 GPD DESIGN FLOW
'
/ ---
J
.6, l --, SEPTIC TANK: 330 GPD (2) = 660
BENCHMARK: *5 `,, . "� �' o '� > **RE -USE EXISTING 1000 GAL SEPTIC TANK
TEST HOLE LOGS
CENTER CATCH35.6
- DRIVE
;.
• ttl<
1 BAs N
;' Y
LEACHING:
ENGINEER:_DANIEL E. _ GONSALVES SE 13587
_ _
�Yj'
W
I.
;
;, ; ^
LOT AREA
SIDES:
2 25 + 12.83 2 74 = 112 GPD
�__.._ _�- . ��_.._..�
GARDINER
QQ
3� =
0, f`
EXISTING
� '
17 696f S.F.
31- _.. ' f - 26, rU, �
BOTTOM
25 x 12.83 74 237 GPD
_ _._ �_�. _.._..
WITNESS: _JAY
-
DATE: 2/9/2023
J
`�
.___,
- ..
- , " ,• 37
DWELLING
_
TO 3 .4'
ti `.,
� 1
TOTAL:
- _ 349 GPD
PERC. RATE _ < 2 MIN INCH _
36;J'
��'
36,4'
DECK
-32 _+ , 30 \
USE (2)
500 GAL. LEACHING CHAMBERS (ACME OR EQUAL)
I
H1
\�
�, ;
WITH 4
STONE ALL AROUND
CLASS - -- SOILS
O
\I
1 ELEV.
011 37.5'
r
IV'
- .
`� `-- -,
9.0'fl
Yarmouth health Department
APPROVED
4"
12"
108"
PERCABLE
MATERIAL
156"
r
Date
07) APPROVED DATE BOARD OF HEALTH MA
t _
v TITLE v SITE PLAN
OF
36.5 5' REMOVAL OF UNSUITABLE SOIL REQUIRE',
9 EMBASSY LANE
AROUND PERIMETER OF LEACHING FACILITY, . ._- 13() 9D \ j -_-_ ,y
DOWN TO SUITABLE SOIL LAYER. REPLACE", �___.� �_ 6 �/ /� /� p
WITH CLEAN MED. SAND, TO MEET , �• � 2'(i8"jaJ _ \ !' 1 A R 1 V 1 O U T H 1- O R T, MA
SPECIFICATIONS OF 310 GMR 15.255(3)RXX_
UNSUITABLE SAIL b PREPARED FOR
,,-
It 0
D7?I - _� SHARON VAILLANCOURT
,.__, ! � OFM,„y5_S9� ,LSNOFMgssq
V o
28.5'
24.5'
NO GROUNDWATER ENCOUNTERED
DCE #22-0i5
A
LS
10YR 4/2
B
iS
1OYR 4/6
C1
S;
2.5Y 6/3
C2
MS
2.5Y 7/4
NI �i ��°� DANIELA, o yGm
0 0 DATE: FEB. 28, 2023
in
465 "�r off 508-362-4541
fax 508-362-9880
3 J1,
. downcape.com
s
/O02' down cope en rneerin , Inc.
v o n `'r `,��A\ CI Vll engineers SURVEY: JAP
SCale:1 "= 20' -4 11-1 - �
land surveyors DRAFTED BY: NHO
-- - 939 Main Street ( Rte 6A)
CHECKED BY:
E-
DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02575
22-075 VAILLANCOURT.DWG