HomeMy WebLinkAboutEngineered Plan -2018I I
Q� ASSESSOR MAP 17 ASSESSOR MAP 17 ASSESSOR MAP 17
PARCEL 83 PARCEL 82 PARCEL 81
44'28'40' E _
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engineering co.
260 Danbe" H". Orleans, MA 02653
508.255.6511 P 508.255.6700 F
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YARMOUTH, MA
1,500 GALLON ASSESSOR MAP 17
PARCEL 78ASSESSOR MAP 17 SEPTIC TANK
PARCEL 75 KEY MAP
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AREA
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12- - -' J,� — ` 0.501 AC.
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EXISTING >0.8 �\ —_'
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BOUND STEPS D .i`� , y w
DEED BOOK 18716 PAGE 276 �-
CATCH BASIN/YARD DRAIN IAREA\cl 1. f . , o
— — — _ _ N 47U'41* L ,- N 4428'40" E
100®� � o LOT 3 PLAN BOOK 336 PAGE 10 {
SEVER MANHOLE :18' _ . — .
80.00'
X10.4
TELEPHONE MANHOLE tiFPPDX. LOC . IGrJ OF / �' SEAL
IT ONC OUND EXISTING ,"^•.TE' SERVICE PF _ , DA TUM NOTE.
MANHOLEDEPT.
WATER ,.E CAPD r
EL=ssr (NAw 1988) ELEVATIONS SHOWN HEREON ARE BASED
GAS VALVE ON THE NORTH AMERICAN VERTICAL
DATUM 1988 (NAND 1988)
ASSESSOR MAP 17 o� N
WATER VALVE PARCEL 76 ' C,li'a'
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HYDRANT DESIGN FLOW FLOOD NOTE: ��`ar�EIF-
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ELECTRIC METER DESIGN FLOW: EXISTING 4 BEDROOMS AT 110 GAL. PER DAY PER BEDROOM 440 GPD ; ti
440 GPD X 200% = 880 GALLONS - USE 1500 GALLON SEPTIC TANK (H-20), MIN. ALLOWED , a FLOOD ZONE AE EL. 11 5 SHOWN
l _ , ON FEMA FIRM PANEL25001C0588J
PULL BOX2016.-
INSTALL-- - - - -
( 1) - 1,500 GALLON SEP11C TANK (H-20), MIN. ALLOWED __.--- _ -.- - -- --- DATEDULY 14. _
CABLE TV BOX (1) - D -60X (H-20) (5 OUTLET)
----------- ' W
TELEPHONE BOX UTIxi 0
LIZE: (1) -EXISTING 4 BEDROOM LEACHING FACILITY i
. 3
w Q
PLAN Y OWNER:
C UTILITY POLE
/c -RAVEL P D ; '� LEONARD J. DICARLO AND TERRI A. DICARLO Q Q
20 10 0 20 60 a
ETH
FENCE NOTE• t, _ � 7 ELIZABETH ROAD ►--� Q-�l �
— WAYLAND, MA 01
THE EXISTING SEPTIC TANK AND D -BOX SHALL o�� { Q
778
- -- . - -- CONTOUR f � �
BE PUMPED AND SHALL BE REMOVED AND
SPOT GRADE BACKFILLED WITH CLEAN COARSE SAND. i inch = 20 ft
50.00' _ t Q
\ XS 4429'12" W ` \
X1 E~
FINISH FLOOR - RAISE COVERS TO WITHIN 6" EpGE CE pptJ�ia'EtJi
EL VARIES OF FINISH GRADE RAISE COVERS TO WITHIN 6"
CRDi�sOELL ROAD
(SEE PLAN) OF FINISH GRADE
FINISH GRADE
9 MIN. � ry
4" DIA SCH 40 PVC PIPE e " i'
•, 3 MAX. < ' ``'` TIE INTO EXISTING 4 PVC
I OR AS REQUIRED BY MASS .. • FLOW D'BOX MINIMUM D'BOX IPE CONNECTING INTO j
PLUMBING CODE UNE (H-20) INSIDE�DIMENSIONS EXISTING LEACHING FACILITY
DROP: 2" min. " 12 x12
3" max. 4 DIA SCH 40 PVC PIPE - - 1
10" SEE 9.22 2„ , +
• UKDP PIPE OR FLOW �_: EXISTING 4 BEDROOM
10.1E V.LF. 9.55 BELOYl .: MIN LEVELER INVERT LEACHING FACILITY
i LIQUID DEPTH 1500 GAL 9.30 ` 9.05 X+STIR' (TO BE UTILIZED)
SEPTIC TANK
' THE MINIMUM SLOPE FOR (H-20)
W SANITARY COMPACTED BASE
4" DIA SCH 40 PVC /
PIPE IS 1/8" PER FT t . TEES W/ 6" LAYER OF
•
CRUSHED STONE
x T � LINE(S) EXITING VBOX MUST REMAIN
LEVEL FOR 2'-0" BEFORE PITCHING
i COMPACTED BASE GAS BAFFLE—� DOWN TO LEACHING FACILITY
W 6" LAYER OF j USE 'TUF-TITE' ,
26'± CRUSHED STONE OR APPROVED 6'±
AS NOTED
DRAWING FILE
HEREBY CERTIFY THAT THE CONDITIONS SHOWN C19130-C3D.dwg
HEREON ARE LOCATED AS THEY EXISTED ON DATE
THE GROUND AS OF 10-16-2018. 12-12-18
DRAWN BY
JLH/CPM
CHECKED BY
NOTE: DATE �J)Ec. /3, 2o/3
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL_ p's U
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND P.L.S
LOCAL BOARD OF HEALTH REGULATIONS. _
(10'Mw.) EQUIVALENT® €?10EL1,E o
<; «; U
LIQUID DEPTH OUTLET TEE DEPTH �P. 402 i G
BELOW FLOW LINE SCHEMATIC FL 0 W PROFILE
3 4 FT 14 INCHES
5 FT 19 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
' 6 FT 24 INCHES
7 FT 29 INCHES .
URV% w 1 OF 1 SHEETS
PROJECT NO.. C19130.00
v
w
�con
w
0
0?3
a
p
SCALE
AS NOTED
DRAWING FILE
HEREBY CERTIFY THAT THE CONDITIONS SHOWN C19130-C3D.dwg
HEREON ARE LOCATED AS THEY EXISTED ON DATE
THE GROUND AS OF 10-16-2018. 12-12-18
DRAWN BY
JLH/CPM
CHECKED BY
NOTE: DATE �J)Ec. /3, 2o/3
THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO
THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL_ p's U
CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND P.L.S
LOCAL BOARD OF HEALTH REGULATIONS. _
(10'Mw.) EQUIVALENT® €?10EL1,E o
<; «; U
LIQUID DEPTH OUTLET TEE DEPTH �P. 402 i G
BELOW FLOW LINE SCHEMATIC FL 0 W PROFILE
3 4 FT 14 INCHES
5 FT 19 INCHES ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5
' 6 FT 24 INCHES
7 FT 29 INCHES .
URV% w 1 OF 1 SHEETS
PROJECT NO.. C19130.00
v