HomeMy WebLinkAboutEngineer PlanLOCUS DATA OF
EDWARD 4
A
CURRENT OWNER LEWIS BAY STONE
REALTY TRUST No.28980
PLAN REFERENCE 332-91 L
DEED REFERENCE 8985-324
ZONING DISTRICT R-25
FLOOD ZONE
AE, ELEV 11
ASSESSORS MAP
16
PARCEL
47
OVERLAY DISTRICT
NONE
LOT AREA
28,464± S.F.
SITE & SEWAGE
REPAIR PLAN
,753 LEWIS
BA Y BOULEVARD
IN
YARMOUTH, MASS
DATE: FEBRUARY 2, 2022
REV: FEBRUARY 22, 2022
OWNER/APPLICANT:
JOSEPH A. D'AMICO
ZABELLE D'AMICO
53 LEWIS BAY BLVD.
WEST YARMOUTH
SHEET 1 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
NX01 CAV,
CONTRACTOR TO
COORDINATE THE
RELOCATION OF THE
ELECTRIC SERVICE
AS REQUIRED,,,
71 U' PROPOSED0LEACHING
2 EXISTING CESSPOOL
TO BE PUMPED &
REMOVED
PROPOSED "D`
BOX (6) OUTLET
PROPOSED 1,000 GALLON
PUMP CHAMBER
PROPOSED 1,500
GALLON SEPTIC
TANK
/ OQ�
06
�� p0
5 9-
187.7 \ r
e'
PORT
10.0'
110.1'
BENCHMARK:
MAG NAIL SET IN
BIT. PAVEMENT
ELEVATION = 10.75
#53 \\
EXISTING \/
6 BEDROOM
�T 3A\
S4t S.F.
1
GAR.
28
N ¢ SILVER
w
� m
LEWIS BAY BLVD.
\ Th LOCUS
LEWIS BAY
\ LOCUS MAP
i 1\ dj NOT TO SCALE:
U1�ss � Q�
D.T.H. 1
84.0'
/ 7Q� '
q
\ �8 SEE FLOOR
PLANS ATTACHED.
o,0o,
'9STOG,�
,9` O tiF,TO
22-0104
Yarmouth Health Department
Name
a
w
N
00
N
0 30 45 60
O
GRAPHIC SCALE:
1 INCH = 30 FEET
18 0 S=0.02
c 4" PVC CH 40
INV.=
'a INV.= 8.36
7.00
t
4 BAND STAINLESS 5' -7 -
= 7.54
STEEL CONNECTOR 4'-61/2
=
COVER
22-0104
FINISH GRADE
ELEV. 9.0
10"TEE 14"TEE
ZABEL
FILTER
4'-1" LIQUID, LEVEL
RAISE (3) COVERS TO
6" OF FINISH GRADE
4" PVC SCH 40
V^ INV.=
6.72
G.WATER
2.5
)M 2.46
PROPOSED 1,500 GALLON SEPTIC
TANK SET ON 6" STONE OR LEVEL
STABLE BASE
WATERPROOF AT FACTORY
SITE & SEWAGE
REPAIR PLAN
/753 LEWIS
SA Y BOULEVARD
IN
YARMOUTH, MASS
DATE: FEBRUARY 2, 2022
REV: FEBRUARY 22, 2022
OWNER/APPLICANT:
JOSEPH A. D'AMICO
ZABELLE D'AMICO
53 LEWIS BAY BLVD.
WEST YARMOUTH
SHEET 2 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS.SURVEYQYAHOO.COM
DOSING CALCULATIONS:
DESIGN FLOW TO CHAMBER
REQ'D EMERGENCY STORAGE
EMERGENCY STORAGE PROV'D
NUMBER OF DOSING CYCLES
DEPTH PER CYCLE
GALLONS PER DOSE
DESIGN TDH (5.37'+2.30')
DESIGN GPM
RUNNING TIME
RAISE (1) 24" COVERS
TO FINISH GRADE
SH GRADE
V.V. 9.0
TOP =h
/O
PUMP
CONTROLS
RAISE COVER TO WITHIN
6" OF FINISH GRADE
FINISH GRADE
ELEV. 10.5 ELEV. 10.4
2" TO 4" 6' ®S= 0.01 TOP I
EXPANDER n F
8' 0 6_.. , vl
2 PVC SCH 40 6 OUTLET
H-20 DB6
r---iELDEV. 2.5 TER
a-°- BOTTOM 2.28
PROPOSED 1,000 GALLON PUMP
CHAMBER SET ON 6" STONE OR
LEVEL STABLE BASE
WATERPROOF AT FACTORY
= 660 GPD
= 660 GAL
= 672 GPD (2.69' x 250G/FT)
= 4 PER DAY / TITLE V
= 8" INCHES
= 165 GAL/DOSE (0.67'x250 G/F
= 7.37 FEET
= 40 GPM
= 165 GAL - 40 GPM = 4.125 m
+/or 4 MIN 7 SEC.
HORIZONTAL "T"
MAN
HEALTH DEPT
OBSERVATION PORT(S) TO
GRADE / SCREW ON CAP
OF COVER MAX
25'x36' LEACHING FIELD
=8.18 INV.=
6 LINES -4" PIPES 4' ON CENTER
cc
OBSERVATION PORT TO
GRADE / SCREW ON CAP
6 LINES 4' ON CENTER
25'
END VIEW
0"
20" DIA MIN. MANHOLE COVER 24" DIA MIN. MANHOLE COVER
BROUGHT TO WITHIN 6" 1BROUGHT TO FINISH GRADE
OF FINISH GRADE
TIE ENDS
& VENT
IF REQUIRED
STRIPOUT TO
"C" HORIZON
PER 310 CMR
15.255 (C)
\ ELEV. 7.5
0 0
N N
LEV. 2.5
G.WATER TH#1
APPROX. 12"
TOP ELEV.
= 7.54
=
COVER
-
QUICK DISCONNECT
1
4" PVC
2" PVC DISCHARGE
SEPTIC TANK BUOYANCY CALCULATIONS
1
INV.= 6.72
ER. ao
6.52 PIPE INV 6.52
1500 GALLON H-10
ALARM ELEV.=
4.03
32
STOR�=
1/4" WEEP HOLE
BOTTOM OF TANK AT ADJUSTED GROUNDWATER
g —
o
CHECK VALVE
PUMP ON
EL. = 3.70
_ w
4 °� CC
2" SCH 40
w 1 --:PVC
THREADED
3° 8' w n O
PIPE
PUMP CHAMBER BUOYANCY CALCULATIONS
PUMP OFF
EL. = 3.03
a w m
2 MERCURY FLOAT
1000 GALLON H-10 (MINIMAL)
BOT. INS.
= 2.61
= 5" a W .'°J
ADJ.
G.WATER
LEVEL CONTROLS
BOT. EL =
2.28
dneaR°� 'Of %-%
�c.q n�1Gi� r_Qj�i: r_�. �'QD,_9,%-% �i qt
e°'a
A,_ ta;
MYERS 0.4 HP
SEWAGE PUMP
(MODEL SMR)
6" MIN. 3/4" TO 1 1/2"
STONE
OR EQUIVALENT
1,000 GALLON
LOCATE UNDER MH
PRECAST
CONCRETE
PUMP TO HANDLE
PUMP CHAMBER
MIN. 2" SOLIDS
CONSTRUCTION NOTES:
1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND
ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING
WORK ON THE SITE.
2, NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE
WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT
IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK, DISTRIBUTION BOX AND
S.A.S.AREA IS PROHIBITED
PUMP NOTES
1. POWER CABLES TO BE PLACED IN
CONDUIT IN ACCORDANCE WITH LOCAL
BUILDING AND WIRE CODES.
2. PUMP AND ALARM TO BE ON SEPERATE
ELECTRICAL CIRCUITS.
3. PUMP ALARM TO BE SET AT A CONVENIENT
LOCATION ADJACENT TO THE BUILDING AND
TO BE BOTH AUDIO AND VISUAL.
22-0104
SITE & SEWAGE
REPAIR PLAN
#53 LEWIS
BA Y BOULEVARD
IN
YARMOUTH, MASS
DATE: FEBRUARY 2, 2022
REV: FEBRUARY 22, 2022
OWNER/APPLICANT:
JOSEPH A. D'AMICO
ZABELLE D'AMICO
53 LEWIS BAY BLVD.
WEST YARMOUTH
SHEET 3 OF 3
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
GENERAL NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE V AND THE TOWN OF YARMOUTH RULES AND REGULATIONS
FOR SUBSURFACE DISPOSAL OF SEWERAGE.
2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE
ACCESSIBLE WITHIN 3" OF FINISH GRADE, WITH ANY REMAINING
ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE
CAPABLE OF WITHSTANDING H-10 LOADING UNLESS
OTHERWISE SPECIFIED.
4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION
OF ALL UTILITIES PRIOR TO ANY EXCAVATION.
5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE
OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE.
6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER
FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.
7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF
SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE
THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND
LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES.
B. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN
2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT
ELEVATION OF THE OUTLET PIPE.
9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES
10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS
BAFFLE, 4.INCHES IN DIAMETER AND CONSTRUCTED OF 4" PVC
11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND
SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE
FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL
BE LEVEL
12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION
TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW
AND APPROVAL.
13. MAGNETIC TAPE ON ALL COMPONENTS.
DATUM:
VERTICAL DATUM:
NAVD-1968
BENCH MARK USED:
MAG NAIL SET IN PAVEMENT
ELEVATION 10.50
NONE
HEALTH DEPT.
DTH #1 10
P-1 U45„
SYSTEM DESIGN
EXISTING DESIGN FLOW
6 BEDROOMS AT 110 GPB/D 66ZQ GPD
REQUIRED SEPTIC TANK
660 x 2-_ = _I320 _ GAL.
SEPTIC TANK PROVIDED = -1.50Q-GAL.
GAL
PUMP CHAMBER PROVIDED = -AQ-0--GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE --: 2 __MIN./INCH
LONG TERM APPL. RATE0.74 GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
660 _ 0.74 SF/GPD = -M-S.F. MIN. REQ,
USING A 25' x 36' LEACHING FIELD
WITH A MINIMUM OF 6" STONE UNDERNEATH
25' x 36' = 900 S.F.
900 x 0.74 G/SF = 666 GPD
666 GPD PROV > 660 GPD REQ.= 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
D.T.H. #1 ib
DATE: JAN. 19, 2022
GROUND ELEV. 11.2
NO GROUNDWATER
A
10YR 4/3
LOAMY SAND
4"
B
7.5YR 6/6
LOAMY SAND
30"
INDICATES DEEP
TEST HOLE
INDICATES
PERC TEST C
NO MOTTLING 2.5Y 7/4
MED. SAND
NO WEEPING _
.10. 105' INDICATES ADJ. GROUNDWATER
EL. = 2.5
=
1-? "120"
B.O.H.
PHIL RENAUD / BRUCE MURPHY
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS
SOIL TYPE: 1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN