Engineered Plans - 2016P Op. 1,000G EXIST 1,000G
pjMp CHAM. SEPTIC TANK
2G.4
1 1 1 \
1 1 1 \ \
1 1 1
1 1 \ \ 26
1 1 1
1 1 1
1 1 1 2 3
i 1 i
O TOP OF CONC.
RET. WALL- @ 27.2
J ; EL. 27.0
W
1 1 = 1
t 1
j
GENERAL NOTES:
oar.
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
BOARD OF HEALTH AND THE DESIGN ENGINEER.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
CONSTRUCTION.
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LEGEND
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW.
18"
- 3,o (,) (e):naw
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
. W NCE F 3100eu5.11 m AIM l,Ev2n+0 m .e
,) A a Fr. v
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
15 Fr (MAX) PROP OKWNG VS acro 20 Fr. (UHM PROAM)
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
--1 PROPOSED CONTOUR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
14. ALL PIPE TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPEC. OTHERWISE)
DESIGN ENGINEER.
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
FOR THE USE OF A GARBAGE GRINDER
--
24
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
® PROPOSED SPOT GRADE
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
OR TO TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SANG
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
PER TITLE 5.
- 22 1 19'3 2'
18. PLACE 40m1 POLY LINER AROUND ENTIRE LEACHING AT EDGE OF
--98-- EXISTING CONTOUR
SOIL REMOVAL, FROM ELEVATION 25.17-21.17
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
r'
/
__20
+ 96.52 EXISTING SPOT GRADE
24--�-
FINE SANDY LOAM
�
2.5Y 6/6
W- EXISTING WATER SERVICE
`
1%
23.5
�`
-
-
- - - -
20
TEST PIT
11
1 1
1
Ii `
I -__---
WAT ER _SERVICE------__-
__---
----
234
RMD
1
_--
-
-
-
-
LOT 478 _ BED
1
► %� 1
/
15,246± S.F. O RM
1
i
1 1
1 1
32
-1
(0.35± AC.) O
BED BTH
TP -1
Z�x , w ' RM
1
1
-
SYSTEM KIT
1
1
1 1
1 1
1 1
I 1
SE CONTAt 1
CH
N
=
n
3z
Permit ,alid for REPAIR ( b SEPTIC
gnl.Y,,~ due to State and I cal set)(ic variances.
Boatd l:lealth review and al ,royal is required for
1
Ig HING C I
rn
of LIV DIN
1
1 2G
BASIN t
4
wo
o
w
-^
r
any future additions/ren- %, tions/alterations to
RM RM
1
.dl
1 1
I t
N
sewage; facilities and/or structur s/dwelling.
24.
-
��Yarp�outhh Hie)alth 1`)� )artn,ent GAR
I
16
w� IRO `'� l D jMOFntgs
70
-�
0 O
P Op. 1,000G EXIST 1,000G
pjMp CHAM. SEPTIC TANK
2G.4
1 1 1 \
1 1 1 \ \
1 1 1
1 1 \ \ 26
1 1 1
1 1 1
1 1 1 2 3
i 1 i
O TOP OF CONC.
RET. WALL- @ 27.2
J ; EL. 27.0
W
1 1 = 1
t 1
j
GENERAL NOTES:
oar.
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
BOARD OF HEALTH AND THE DESIGN ENGINEER.
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
CONSTRUCTION.
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
10. EXISTING LEACHING TO BE CRUSHED, PUMPED AND FILLED.
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW.
18"
- 3,o (,) (e):naw
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
. W NCE F 3100eu5.11 m AIM l,Ev2n+0 m .e
,) A a Fr. v
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
15 Fr (MAX) PROP OKWNG VS acro 20 Fr. (UHM PROAM)
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
13. NO PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
14. ALL PIPE TO BE 4" SCH 40 O 1/8"/FT (UNLESS SPEC. OTHERWISE)
DESIGN ENGINEER.
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
FOR THE USE OF A GARBAGE GRINDER
ENGINEER BEFORE CONSTRUCTION CONTINUES.
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
17. REMOVE UNSUITABLE SOILS 5 FEET AROUND LEACHING TO ELEV. 19.25
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
OR TO TOP OF C LAYER AND REPLACE WITH CLEAN MEDIUM SANG
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
PER TITLE 5.
7. WATER SUPPLY PROVIDED BY MUNICIPAL WATER.
18. PLACE 40m1 POLY LINER AROUND ENTIRE LEACHING AT EDGE OF
8. ALL MEAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
SOIL REMOVAL, FROM ELEVATION 25.17-21.17
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
STEVEN W.
o RUMS -+
Name Date NO.3 91
0
I Ft TEF.
SOIL LOG
DATE: NOVEMBER 1. 2016
SOIL EVALUATOR: DARREN M. MEYER, R.S., CSE #1614
WITNESS: PHIL RENAUD, YARMOUTH HEALTH
" -
oar.
TP -1
Dept,
24.20
0"
-n
22.70
FILL
18"
O
LOAMY SAND
A LOAMY SAND
19.67
B
10YR 3/1
70"
10YR 3/1
LOAMY 5D
21.9527"
10YR 5/6
c
E
B LDAmY SAND
MEDIUM SAND
21.28
IOYR 5/6
35"
15.80
C 1
f tt
MEDIUM SAND
2.5Y 6/4
r'
18.04C2
74"
FINE SANDY LOAM
•
2.5Y 6/6
15.20
108"
Eley.
TP -2
D.Pth
25.5
0"
FILL
-n
21.67
46"
A
LOAMY SAND
19.67
B
10YR 3/1
70"
LOAMY 5D
19.25
10YR 5/6
75"
c
E
MEDIUM SAND
SIEVE SAMPLE
2.5Y 6/4
15.80
15.25
123"
PERC RATE <2 MIN/IN. (-Cl- HORIZON) PER SIEVE SAMPLE
G.W. OBS. AT 105" EL. 15.45 G.W. OBS. AT 122" EL. 15.34
TESTHOLE # 2: (HIGHER LEVEL)
WELL: AIW-247 ZONE: B
LEVEL: 25.7 ADJ: 5.0'
OBS GW ® EL. 15.45'
ADJ. GW ® EL. 20.45'
USE BOH ALLOWED ADJUSTMENT
OF 4.0', ADJ GW ® EL. 19.45
SOUTH YARMOUTH
CApT' BEI
CAQT tAOYES R0.
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 249/113
TITLE REF: 23826/017
PARCEL ID: MAP 067 PAR. 116
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO597J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
354 FOREST ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
CHILDS/FOSS/
READY ROOTER EXC.
DECEMBER 15 2016
OF
o DA N�I. ys
,. 1ER40
(
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2 J#1771
n
-n
fl
v
SI
E
CApT' BEI
CAQT tAOYES R0.
LOCUS MAP
LOCUS INFORMATION
PLAN REF: 249/113
TITLE REF: 23826/017
PARCEL ID: MAP 067 PAR. 116
FLOOD ZONE: "X"
COMMUNITY PANEL: 25001CO597J DATED:07/16/14
SEPTIC SYSTEM
REPAIR PLAN
LOCATED AT:
354 FOREST ROAD
SOUTH YARMOUTH, MA
PREPARED FOR
CHILDS/FOSS/
READY ROOTER EXC.
DECEMBER 15 2016
OF
o DA N�I. ys
,. 1ER40
(
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
PH: (508)360-3311
FAX: (774)413-9468
meyerandsonsinc@gmail.com
SHEET 1 OF 2 J#1771
t
T.O.F. EL.=27.0
PROPOSED TANK
INSTALL RISERS W/IN 6. OF FINISH GRADE
EL.26.5t F EL.26.0t F EL26.0t
__".75
4" SCH 40 PVC
;i
0S=2X 10' t4 O S- 1X (MIN.)
EE'
(MIN.) TS ARE TO BE
e SCH 10 PVC INV. -24.17
d .........Y Q�AS
Exist. Invert w/�FlLTER INV.=24.0
INV.= 24.42 EXISTING 1,000 GALLON SEPTIC TANK
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION.
2) PUMP CHAMBER, AND D -BOX SHALL
BE SET TRUE TO GRADE ON A MECHANICALLY
COMPACTED SIX INCH CRUSHED STONE BASE AS
SPECIFIED IN 310 CMR 15.221(2).
3) INSTALL PVC INLET/OUTLET TEES IN SEPTIC TANK AS REQUIRED.
4) GAS BAFFLE W/ FILTER TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
5) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED, OR UNDERSIZED.
INSTALL V PVC CONDUIT TO HOUSE FOR WIRING
WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM
FLOAT TO GP 2000 HIGH WATER ALARM PANAL ON
CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
HOISTING CABLE 7x19 STAINLESS STEEL
1/8" DIAMETER. / 1,760 LB. STRENGTH. -
PC INV.(out)=23.75 T
ALARM ON EL: 21.58
PUMP ON EU 21.08
PUMP OFF EL.• 20.75 22" 1�
11 BOTTOM OF INT. P.C. EL 19.75
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
PUMP CHAMBER D -BOX
INSTALL RISERS to FINISH GRADE INSTALL RISERS W/IN 6" OF FINISH GRADE
t0"
FINISH GRADE=26.0
EL.25.5t r- EL25.5t F.G. EL: 26.0t 7 � MIN. COVER OVER S.A.S. = 9"
INSTALL
SANITARY
f
40 ?qC
DRC/
F �
MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
L=10'(MAX)
4" SCH 4r1 P
® S= 1% (MIN.)
-INV -24 88
22" INV.= 25.05 - D -BOX
16" TEE SHALL NOT EXTEND
BELOW FLOW UNE
12` (USE DB75 W/BAFFLE)
.SM ism A� INV.=23.75
PROPOSED 1,000 GALLON PUMP CHAMBER
SEPTIC SYSTEM' PROFILE
N.T.S.
PROVIDE WATERTIGHT CONCRETE RISER
WITH SECURED COVER TO GRADE
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& UQUID-TIGHT CABLE CONNECTORS SUPPORTED
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
WATERTIGHT
.2"BALL VALVE w/ UNIONS SCH. 80 PVC
GEORGE FISHER CO. MODEL NO. 560 OR EQUAL
2"SCH. 40 DISCHARGE TO D -BOX
•2"SCH. 40 TEE w/ CLEAN-OUT CAP
PROVIDE 1/4" WEEP HOLE IN DISCHARGE
PIPE FOR SELF -DRAINING FORCE MAIN
2" BALL CHECK VALVE SCH. 80 PVC
100 P.S.I. FLOWMATIC MODEL No. 208S
PROVIDE 2- WIDE ANGLE FLOATS: \� 2" SCH. 40 PVC DISCHARGE PIPE
FLOAT NOA: PUMP ON/OFF (BARNES 073618 OR EQUAL) BARNES SEV412 PUMP .4 H.P. 115 V
FLOAT NO.2: ALARM ACTIVATION (BARNES 073612 OR EQUAL)
2" DISCHARGE PASSING 2" SOLIDS OR EQUAL
NOTE: SEPTIC TANK AND PUMP CHAMBER TO BE FACTORY WATERPROOFED AND SEALED WITH THOROSEAL OR EQUAL
PUMP do ACCESSORIES AVAILABLE AS A UNIT
THROUGH WIGGEN PRECAST CORP., BOURNE MA. (800) 564-6774
PUMP & ACCESSORIES AVAILABLE THROUGH WILLIAMSON ELECTRIC (781) 444-6800
PUMP DETAIL
P�M\ OF ,y,�ssq�yG
o
ARR
I 4
L� RE'GJST
MNITAR0`*
I�
DOSING & STORAGE REQUIREMENTS
DAILY FLOW: 330 GPD
DOSING REQUIRED: 4 CYCLES/DAY (SAND)
330 = 4 = 83 GALLONS/CYCLE
DISTANCE REQUIRED BETWEEN PUMP
ON AND PUMP OFF FLOATS:
83 GAL/CYCLE= 250 GAL/FT = 0.33 FT/CYCLE (4")
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
STORAGE PROVIDED:
INV.(out) EL:23.75 - ALARM ON EL: 21.58 =2.17'
STORAGE PROVIDED = 2.17' X 250 GAL/FT = 542 GALLONS
3.3" TO
INVERT
INV.ELEV.=24.78
TWO INSPECTION PORTS(MIN.)
4 ROWS OF 6 UNITS AT 4.0'/UNIT = 24.0'/ROW
SOIL ABSORPTION SYSTEM (PROFILE)
BREAKOUT=TOP ELEV.--25.17
INV. ELEV.= 24.78
BOTTOM ELEV.= 24.50
(see note 18)
RESTORE VEGETATIVE COVER
-BACKFILL WITH CLEAN PERC SAND
1wkxz;wmyA rilm-m9aw
EXISTING SUITABLE
MATERIAL
5' MIN. ABOVE BOTTOM OFt
T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.83' = 11.32'
(5.05' PROVIDED) USE 4 ROWS OF 6 INFILTRATOR QUICK 4 PLUS
ADJ. GROUNDWATER EL.=19.45 - STD LP (3.3" INVERT) UNITS -NO STONE
BUOYANCY CALCULATIONS TYPICAL SECTION
N.TS
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: <2 MIN/IN
NO TANKS ARE WITHIN ADJUSTED GROUDNWATER DAILY FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
PROPOSED SEPTIC TANK: 330gpd x 200% = 660gpd (USE EXIST. 1,000G TANK)
PROPOSED PUMP CHAMBER: USE NEW 1,000G PUMP CHAMBER
LEACHING AREA REQUIRED: (330)/0.74 = 445.95 S.F.
DISTRIBUTION BOX: (4 OUTLETS (MINIMUM))
PRIMARY S.A.S.
USE 4 ROWS OF 6 - INFILTRATOR QUICK 4 STD LP (3.3" INVERT)
UNITS WITH NO STONE
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF OF CHAMBER)
(CHAMBER UNITS) 24 UNITS x 4.00 LF x 4.73 SF/LF = 454.08 SF
TOTAL AREA = 454.08 SF
DESIGN FLOW PROVIDED: 0.74GPD/SF(454.08SF) = 336 GPD>330 GPD req'd
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
354 FOREST ROAD, SOUTH YARMOUTH, MA
Prepared for: Childs/Foss/Ready Rooter Exc.
Design and Site Pion by: SCALE DRAWN DATE
MEYER &SONS, INC. N.T.S. DMM 12/15/16
PO BOX 981 SHEET NO.
EAST SANDWICH, MA 02537
508-3822922 2 of 2