HomeMy WebLinkAboutEngineered Plans - 2017LOCUS DATA OLD TOWNHOUSE ROAD
OF
CURRENT OWNER CHRISTOS & °�� �-� EDWARD
CHRISTINE A% LOCU �'� A N
GEORGEOUNTZOS N �° No 2898
� y
PLAN REFERENCE 221-5
DEED REFERENCE 3163-072 G�P� ROPE ✓�� /
ZONING DISTRICT R-40NS�-� �U
LOCUS MAP
FLOOD ZONE "X" NOT TO SCALE:
ASSESSORS MAP 67 17-0125
PARCEL 46
OVERLAY DISTRICT ZONE II
LOT AREA 23,839± S.F.
W
N
SITE & SEWAGE N N
REPAIR PLAN
2
X15
SK YL INE DRI VE
IN
W. YARMOUTH, MASS
DATE: OCTOBER 8, 2017
LOT 18
Permit valid for REPAIR OP SE1111C SYS'rVM 23,839±
ONLY, due to State and L.pc•al septics variances.
OWNER/APPLICANT: Board.ofllealth review and approval is required ftir
any, future additicros/reno� niions/alterations to
CHRISTINE & CR I STOS sewage facilities and/or structures/dw..elling:
GEORGOU N TZOS Yarmouth Ileallb oepartment
15 SKYLINE DR. APPR0VKD 4
W. YARMOUTH, MA 02673
SHEET 1 OF 2 erne" Date
<v
r
O
? R�-40
00
n
LOT 19
58„ 203.89'
E
N 77.48 PROPOSED LIMITS OF
EXCAVATION / OVERDIG
18.81
18.7 X
LOT 15
3
BENCHMARK:
CORNER OF I
CONCRETE STOOP.I
ELEVATION 22.73)
!234.
CONC.
PATIO
X 21.7 12. 1 G
N
::' •:\ 1
21.3 :. 1
1 ;;.•':, �.:.• T\Fi#1� 1
'1\1 A 1X 21.4
\:.:.:...,. N 1
\ 1 ,
20.2' 0 1
#15 Ns I \
EXISTING
JAPANES
3B
MAPLE,
DWELLING ° 0 1
o, , •o � 1
W
X WGA 1
EXISTING 21.5 20.
GARAGE DRIVEWAY 1
21.6 ,
L
EXISTING 1,000 �^ 1
GALLON SEPTIC TANK NOTE:
TO REMAIN. EXISTING "D" BOX &
LEACHING COMPONENTS TO
BE REMOVED FROM SITE IN
ACCORDANCE WITH TITLE 5.
LOT 17
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
PROPOSED 1,000 —'
GALLON PUMP CHAMBER.
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
PROPOSED
�
OBSERVATION
r
PORT(S)
Z 1
21.2
1
21.9
21.4
, 1
1 �
X 21.7 12. 1 G
N
::' •:\ 1
21.3 :. 1
1 ;;.•':, �.:.• T\Fi#1� 1
'1\1 A 1X 21.4
\:.:.:...,. N 1
\ 1 ,
20.2' 0 1
#15 Ns I \
EXISTING
JAPANES
3B
MAPLE,
DWELLING ° 0 1
o, , •o � 1
W
X WGA 1
EXISTING 21.5 20.
GARAGE DRIVEWAY 1
21.6 ,
L
EXISTING 1,000 �^ 1
GALLON SEPTIC TANK NOTE:
TO REMAIN. EXISTING "D" BOX &
LEACHING COMPONENTS TO
BE REMOVED FROM SITE IN
ACCORDANCE WITH TITLE 5.
LOT 17
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
PROPOSED 1,000 —'
GALLON PUMP CHAMBER.
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
OF FOUNDATION
23.5±
22.2
EXITING I INV.=
TO REMAIN 19.92
5'-7"
4'-6
JOB # 17-0125
FINISH GRADE
ELEV. 21.9
10"TEE
4'-1" LIQUID'. LEVEL
14"TEE
ZABEL
FILTER
EXISTING 1,000 GALLON SEPTIC
TANK TO REMAIN
SITE & SEWAGE
REPAIR PLAN
X15
SK YL INE DRl VE-
IN
EIN
W. YARMOUTH, MASS
DATE: OCTOBER 8, 2017
OWNER/APPLICANT:
CHRISTINE & CRISTOS
GEORGOUNTZOS
15 SKYLINE DR.
W. YARMOUTH, MA 02673
SHEET 2 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH OO. COM
RAISE (1) 24" COVERS
TO FINISH GRADE
PER TITLE 5
RAISE (3) COVERS TO WITHIN O
6" OF FINISH GRADE
F ISH GRADE PUMP
ELEV. 21.8 CONTROLS
3'®S=0.015
4" PVC SCH 40
RAISE COVER TO WITHIN
6" OF FINISH GRADE (2) OBSERVATION PORTS TO
GRADE / SCREW ON CAP
FINISH GRADE
ELEV. 22.0 ELEV. 21.9 GROUND ELEVATION 21.8
///��
9" OF COVER
2" TO 4" 6' ®S= 0.01 TOP ELEV 20.92
EXPANDER
6' OF
!' PVC SCH 40
INV.= INV.= U INV.= -
19.75 19.70 19.50
ADJ. G.WATER
ELEV. 16.2
BOT. 15.16
PROPOSED 1,000 GALLON PUMP
CHAMBER SET ON 6" STONE OR
LEVEL STABLE BASE
WATERPROOF AT FACTORY
DOSING CALCULATIONS:
DESIGN FLOW TO CHAMBER
REQ'D EMERGENCY STORAGE
EMERGENCY STORAGE PROV'D
NUMBER OF DOSING CYCLES
DEPTH PER CYCLE
DESIGN TDH (4.44+3.28)
DESIGN GPM
RUNNING TIME
66'n H6 (24) LOW PROFILE QUIK-4"s INFILTRATORS
INV.= 20.75 INV.= 20.52 4 ROWS OF 6 UNITS
INV.= 20.58 EACH UNIT 34" x 48" x 8"
HORIZ. "T" L� 24.0' -•I
11.33'x24.0' LEACHING AREA
OBSERVATION PORT(S)
// SCREW
STRIPOUT TO
n TOP OF "B"
00 HORIZON
PER 310 CMR
- 15.255 (C)
Lo 0 \ELEV. 20.25
•t 4
1 ELEV. 16.2
ADJ. G.WATER TH#1
PUMP CHAMBER _BUOYANCY CALCULATIONS
1000 GALLON H-10
WEIGHT OF TANK= 8,240 LBS
WEIGHT OF SOIL= N/A LBS
TOTAL WEIGHT= 8,240 LBS
BUOYANCY FORCE: (4.83x8.50x1.04) x62.4 = 2,665 LBS
2,665 LBS < 8,240 + LBS = 5,525 + LBS
DATUM:
VERTICAL DATUM:
MSL±
BENCH MARK USED:
CORNER OF FRONT CONCRETE
STOOP. ELEVATION 22.73
TOP ELEV. = 20.74
1 4" PVC
INV.= 19.70 a, IMER-. a
1 0 30 0 <
ALARM ELEV.= 17.00 S OR. p X
_� 3., moo
I PUMP ON EL. = 16.74 p
v = O � .
I
3" 5" �
PUMP OFF EL. = 16.32 w v m
BOT. INS. = 15.49 .'� 10°- m
"
AnT FI = 15.16
6" MIN. 3/4" TO 1 1/2"
1,000 GALLON
PRECAST CONCRETE
PUMP CHAMBER
0
APPROX. 12"
COVER
�f
SANT
QUICK DISCONNECT
SAND
FILL
MIN 6"
PIPE INV 19.50
SAND
FILL
CHECK VALVE
2" SCH 40
AR�'l
ADJ. G.WATER
PVC THREADED
ELEV.16.20
PIPE
2 MERCURY FLOAT
LEVEL CONTROLS
o,
�oQ�oa
MYERS 0.4 HP
(0 N
SEWAGE PUMP
(MODEL SMR)
STONE
OR EQUIVALENT
4"x8"x16"
= 330
GPD
BLOCK PUMP TO HANDLE
O
j
-1-
= 330
GAL
2.83'--1
= 625
GPD
(2.5 x 250 G/FT)
I.-2.83'---�---2.83'-+-2.83'---1
= 4
PER
DAY/TITLE V (
105 GAL(82.5+22.5))
- 11.33' - I
=5
INCHES OR 0.42
= 8.22
FEET
SIDE VIEW
= 50
GPM
= 105
GAL
_ 50 GPM =
2.1m
+/or 2
MIN 6 SEC. 20" DIA MIN. MANHOLE
COVER 24" DIA MIN. MANHOLE COVER
BROUGHT TO WITHIN 6"
BROUGHT TO FINISH GRADE
OF FINISH GRADE I
EL 21.8 l
PUMP CHAMBER _BUOYANCY CALCULATIONS
1000 GALLON H-10
WEIGHT OF TANK= 8,240 LBS
WEIGHT OF SOIL= N/A LBS
TOTAL WEIGHT= 8,240 LBS
BUOYANCY FORCE: (4.83x8.50x1.04) x62.4 = 2,665 LBS
2,665 LBS < 8,240 + LBS = 5,525 + LBS
DATUM:
VERTICAL DATUM:
MSL±
BENCH MARK USED:
CORNER OF FRONT CONCRETE
STOOP. ELEVATION 22.73
TOP ELEV. = 20.74
1 4" PVC
INV.= 19.70 a, IMER-. a
1 0 30 0 <
ALARM ELEV.= 17.00 S OR. p X
_� 3., moo
I PUMP ON EL. = 16.74 p
v = O � .
I
3" 5" �
PUMP OFF EL. = 16.32 w v m
BOT. INS. = 15.49 .'� 10°- m
"
AnT FI = 15.16
6" MIN. 3/4" TO 1 1/2"
1,000 GALLON
PRECAST CONCRETE
PUMP CHAMBER
0
APPROX. 12"
COVER
QUICK DISCONNECT
2" PVC DISCHARGE
PIPE INV 19.50
1/4" WEEP HOLE
CHECK VALVE
2" SCH 40
ADJ. G.WATER
PVC THREADED
ELEV.16.20
PIPE
2 MERCURY FLOAT
LEVEL CONTROLS
o,
�oQ�oa
MYERS 0.4 HP
a-��qi
SEWAGE PUMP
(MODEL SMR)
STONE
OR EQUIVALENT
4"x8"x16"
SOLID LOCATE UNDER MH
CONCRETE
BLOCK PUMP TO HANDLE
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.
4. ELECTRICAL PERMIT REQUIRED
JOB # 17-0125
SITE & SEWAGE
REPAIR PLAN
#15
Sk YL INE DRI l/E
IN
W. YARMOUTH, MASS
DATE: OCTOBER 8, 2017
OWNER/APPLICANT:
CHRISTINE & CRISTOS
GEORGOUNTZOS
15 SKYLINE DR.
W. YARMOUTH, MA 02673
SHEET 3 OF 3
RANI TAROt
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.
8. 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.
VARIANCES REQUESTED
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT 110 GPB/D 3M GPD
REQUIRED SEPTIC TANK
330 x_2 __ = _____660 GAL.
SEPTIC TANK PROVIDED = _D�_1 000 -GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ___<_----- MIN./INCH
LONG TERM APPL. RATE-2--LA-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ.
USING 24 QUIK-4 INFILTRATORS CHAMBERS
LOW PROFILE UNITS AND NO STONE AROUND
4.73 SF / LF X (4 x 24) = 454 S.F
484 x 0.74 G/SF = 336 GPD
336 GPD PROV > 330 GPD REQ. = 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
D.T.H. #1 ib PERC 1A ib
DATE: 9-7-2017 DATE: 9-7-2017
GROUND ELEV. 21.2 GROUND ELEV. 21.1
ADJ. GROUNDWATER 16.2
EAS SURVEY, INC.
BATH
3
P.O. BOX 1729
DATE OF WELL:
8/2017
B.O.H.
AMY VON HONE. R.S. BOH.
INDEX WELL:
MIW-29
SOIL EVALUATOR
SANDWICH M A 0 2 5 6 3
SEASON
WELL ZONE:
WELL DEPTH:
TITLE 5:
ED. STONE. S.E. PLS
BACKHOE OPERATOR.
,
PH. (508) 888-3619
FAMILY FINISHED'
ROOM CELLAR
FILL
5.8
1.5'
(KEVIN) ELLIS BROTHERS
SOIL TYPE:
CELL (508) 527-3600
USING 1/2 ADJUSTMENT:
PATIO
ROOM
DEPTH OF ADJ. G.W.:
5.0'
LOADING RATE: 0_74 GAL/SF/MIN
EAS. SU RVEY@YAH 00. COM
NONE.
EL.=
19.5
20"
A
BED#1
BATH
KIT. DININGLOAMY
SAND
DTH #1
INDICATES DEEP
EL.--
19.026"
1OYR 5/1,
HALL
TEST HOLE
LOAMY SAND
EL.= 18.6
B
30"
BED#2
BED#3
I LIV.ROOM
INDICATES
7.5YR 5/6
LOAMY SAND
PERC TEST
EL.=
18.0
38"
7.5YR 5/6
P -1A
30"-42"
EL.= 17.6
42"
C
COARSE SAND
60"
INDICATES ADJ. GROUNDWATER
2.5Y 6/6
70"
OBSERVED GROUNDWATER
EL.=
16.2
60"
15.4
70"
PATIOEL.=
O.S.
GROUNDWATER ADJUSTMENT
EL.=
11.2
120"
EAS SURVEY, INC.
BATH
P.O. BOX 1729
DATE OF WELL:
8/2017
B.O.H.
AMY VON HONE. R.S. BOH.
INDEX WELL:
MIW-29
SOIL EVALUATOR
SANDWICH M A 0 2 5 6 3
GARAGE
WELL ZONE:
WELL DEPTH:
8.05
ED. STONE. S.E. PLS
BACKHOE OPERATOR.
,
PH. (508) 888-3619
FAMILY FINISHED'
ROOM CELLAR
DEPTH OF WATER:
WELL ADJUSTMENT:
5.8
1.5'
(KEVIN) ELLIS BROTHERS
SOIL TYPE:
CELL (508) 527-3600
USING 1/2 ADJUSTMENT:
0.8
_1_
PERC RATE: _jMIN. PER INCH
DEPTH OF ADJ. G.W.:
5.0'
LOADING RATE: 0_74 GAL/SF/MIN
EAS. SU RVEY@YAH 00. COM