HomeMy WebLinkAboutEngineered Plan - Rev. 2020TOP FOUND. EL. 18.60
PRECAST H-10
RISERS (TYP.)
SYSTEM PROFILE MARK CORNERS OF
NOTES
1 DA
(NOT TO SCALE) LEACHING FIELD W/ PROVIDE INSPECTION PORTS TO TUM IS NAVD 88
GRADE WITHIN 3" OF FINISH GRADE 2. MUNICIPAL WATER IS EXISTING
ACCESS COVERS TO WITHIN 6" OF FIN. GRADE REBAR SET 4" BELOW
29' SLOPE
FILTER FABRIC '--' 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
MINIMUM .75' OF COVER OVER PRECAST TOP 12.61' 4. DESIGN LOADING FOR ALL PROPOSED PRECAST
WATERTEST D'BOX FOR LEVELNESS 15.0 FINISHED GRADE- 4" LOAM &SEED OR PAVE AS REQ.
MIN. 2" WALL THICKNESS
16,8' PVC
INSTALL14"OSCH40
PIPES LEVEL 1ST 2'
10" EXISTING 14" y
TEE SEPTIC TANK** TEE 15.5±' �o�o�o�o�o� 6" MIN. SUMP
GAS BAF
FOUNDATION- EXISTING SEPTIC TANK -
*THE INSTALLER SHALL VERIFY THE
LOCATIONS OF ALL UTILITIES AND ALL
BUILDING SEWER OUTLETS AND
ELEVATIONS PRIOR TO INSTALLING ANY
PORTION OF SEPTIC SYSTEM
LEGEND-
EGEND99-
99-
EXISTING CONTOUR
X 99.1
EXIST. SPOT ELEV.
-[99]-
PROPOSED CONTOUR
1-98.41
PROPOSED SPOT EL.
TH 1
1
Trourh Ilcaith Department
TEST HOLE
UTROVED
SLOPE OF GROUND
Cob
UTILITY POLE
FIRE HYDRANT
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
TEST HOLE LOGS
ENGINEER: DANIEL E. GONSALVES, SE #13587
WITNESS: MALLORY LANGLER
DATE: 1/29/2020
PERC. RATE _ _ < 2 MIN/INCH
CLASS I SOILS
ELEV.
1
p" 15.3'
FI LL
18"
A
LS
22" 1OYR 3/2 13.5'
B
LS
30" 1 OYR 5/8 12.8"
PERC C
MS
2.5Y 7/4
120". I 1 5.3'
NO GROUNDWATER ENCOUNTERED
DCE #20-007
12.57' 12.40'11.2 y
6" CRUSHED STONE OR MECHANICAL
COMPACTION. (15.221 [21)
(9 2 % SLOPE) ( 2 % SLOPE)
32' D' BOX 7'
**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
DINING KITCHEN
ROOM
BATH
ROOM
LIVING
ROOM BED
FRONT ROOM
DOOR
1 ST FLOOR
BATH
ROOM
BED BED
ROOM ROOM
2ND FLOOR
FLOOR PLAN
-NOT TO SCALE-
UNITS TO BE AASHO H -1Q
CLEAN FILL 5. PIPE JOINTS TO BE MADE WATERTIGHT.
+" PERFORAT7PVC5W'C. S=0.005 ° 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE
32" DOUBLE WASHED c WITH 310 CMR 15.000 (TITLE 5.)
8" STONE LEACHING FIELD 6"DEPTH MIN BELOW INV.
° 12 09' 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND
LEVEL BOTTOM 0 NOT TO BE USED FOR L
LEACHING
FACILITY
Scale:1 "= 20'
0 10 20 30 40 50 FEET
OT UNE STAKING OR ANY
OTHER PURPOSE.
28.0' 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
10.59'
9. COMPONENTS NOT TO BE BACKFILLED OR
6.29 CONCEALED WITHOUT INSPECTION BY BOARD OF
HEALTH AND PERMISSION OBTAINED FROM BOARD
OF HEALTH.
5.3' BOTTOM TH-1 10. CONTRACTOR SHALL BE RESPONSIBLE FOR
NO GROUNDWATER FOUND 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 OR PUMPED AND FILLED WITH CLEAN
SAND.
LOCUS MAP
SCALE 1 "=2000'±
ASSESSORS MAP 22 PARCEL 300
LOCUS IS WITHIN FEMA FLOOD ZONE X
(AREA OF MINIMAL FLOOD HAZARD) AS
SHOWN ON COMMUNITY PANEL
#25001 CO5838J ,DATED 7/16/2014
SYSTEM DESIGN.-
GARBAGE
ESIGN:GARBAGE DISPOSER IS NOT ALLOWED
EXISTING 3 BEDROOM DWELLING
DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPD
USE A 330 GPD DESIGN FLOW
LOT .AREA 73 " _ ;_--�-- --- - -- --SEPTIC TANK: 330 -GPD -(2)-'=- _.6-6p_
O EXISTING
6500 SQ.FT \ 00� DWELLING **
RE -USE EXISTING 1000 GAL. SEPTIC TANK
�6
BENCHMARK: LEACHING:
TOP OF 330 GPD / (.74) = 446 SF REQUIRED
BH FOUNDATION=
\�i �\ SHWR } 18.60' NAVD88 16' X 28' = 448 SF OK
448 SF X .74 = 331 GPD OK
EXISTING USE A 16' X 28' PIPE AND STONE LEACHING FIELD
DECK DWELLING \
TOF 18.60 I I \\
73
0
}
16
I
EXISTING
DWELLING
I
D \
\ \ 16
16
0
GRAVEL
DRIVE
41 \ `�.•`/
Permit valid
, for Itl t' 11I1 OF SEPTIC SYSTEM
01111.1. tits,
q Stall and Local septic variances.
Bard ,-I it,
Ot re%��.N mid approval is required for
any I„t, ''
add�ii,,ris!renovations/alterations to
sewagi 1, .
r and 01 .0 uctures/dwelling.
1
Trourh Ilcaith Department
UTROVED
APPROVED
MA
DATE BOARD OF HEALTH
TITLE 5 SITE PLAN
OF
` l 11 MAINE AVE
Z Fw zoo HpFMq WEST YARMOUTH MA
DANIEL Gs�� 7
ANI y�\ ei7 A ,a
D. ,,.,ELA OJALA i
o O I\ 11L v 5JA
` q No. 40980
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No. 46502 I ��� t�oF£SS\c
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oDANIEL yG�
DANIELA. yGs � s A.
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OJALl� �; 0 OJALA
C1\/IL No. 40980
No.46502 e
°F \off
ESS (3
cNA E
DATE DANIEL A. OJALA, P.E., P.L.S.
PREPARED FOR
EORTOLOTTI/FORCE
DATE: FEBRUARY 7, 2020
REV. FEBRUARY 10, 2020 (FIELD)
off 508-362-4541
I fax 508-362-9880
downcape.com
do►n caps cn�inc�rin�', inc.
civil engineers
land surveyors
939 Main Street (' Rte 6A)
YARMOUTHPORT MA 02675
20-007 BORTOLOTTI-FORCE.DWG