HomeMy WebLinkAboutEngineered Plans - Rev. 2014LOCUS DATA
CURRENT OWNER REENA W.
LEWIS
PLAN REFERENCE 72-51
DEED REFERENCE 11224-67
ZONING DISTRICT
R-25
FLOOD ZONE
AE
ASSESSORS MAP
42
PARCEL
180
OVERLAY DISTRICT
NOT A ZONE II
LOT AREA
9,812± S.F.
UPLAND
SITE & SEWAGE
COMPONENT REPAIR
,732
BREEZ Y POIN T ROA D
IN
S. YARMOUTH, MASS
DATE: NOVEMBER 7, 2014
REV: DECEMBER 13, 2014
OWNER/APPLICANT:
C. BEMIS / R. LEWIS
#5 JANNOR WAY
WEST YARMOUTH
MA 02673
SHEET 1 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY®YAHOO.COM
DEC 1 I zo>a
HEALT
�N I
LOT 10
PROPOSED 40 MIL
POLY LINER —,
BENCHMARK
NAIL SET AT EDGE
OF PAVEMENT
ELEV. 9.02 NAD -88
IOBS °
PROPOSED NEW
LEACHING FIELD
I
20'x30'
1 ,
PROPOSED NEW
H-20 DB -9 ,
0
0
cRo V�E- sr.
rail
i 1�-
QtRC D
EXISTING 1,500
GALLON SEPTIC
TANK TO REMAIN I I k
1
1�
EXISTING PUMP
CHAMBER TO
REMAINCk
ion
.—
of�I
�1
� o
x
a
PROPOSED 1.5' HIGH
RETAINING WALL(S) I
PROPOSED SILT FENCE
ALONG EX. FENCE
N 81.16' 0" E 276±
BVW #6
701
4 I �� { ` BVW #5
107
I.
EXISNG
DRIV WAY
I
FUL
BASE M NT
EL= .2
BOUND FOUND
HELD FOR LINE
28
a
N ao Ci
Z
GROVE ST. a a
LOCUS MAP
NOT TO SCALE:
LOT 11-12
9,812± S.F.
ALO OF UPLAND
\ BVW #s
1 \
DECK \ ~ BVW #3
a / / > / / / / / / / / . . r
' BVW #2
FULL
BASEMENT '
EL=3.8 C
-- O— BV�#1
,t CONCRETE
S 81.16,50„ W .290,
g0 BOUNDFOUND
ON LINE
LOT I3
Sr
14-0131
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Loca! septic variances.
Board of Health review and approval is required for
any future additions/renovations/alterations to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED
L2)2� o�L3i
Nine Date
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
45' SWEEP TO GRADE
CLEANOUT WITH
SCREW CAP ---i
TOP OF FOUNDATION
ELEV. 9.88
ELEV. 9.7
5'
4" PVC. SCI
INV.= 7.53
EXISTING TO
n REMAIN.
JOB # 14-0131
EXISTING COVERS RISERS WITHIN
6" OF FINISH GRADE
FINISH GRADE
ELEV. 9.5
INV.=I- muv-� mrn ___
7.25 10"TEE 14"TEE
EXIST. ZABEL
FILTER
4'-1" LIQUID. LEVEL
EXISTING H-20 1,500 GALLON
SEPTIC TANK TO REMAIN. "TEES"
TO BE INSTALLED IF MISSING.
SITE & SEWAGE
COMPONENT REPAIR
#J2
BREEZY POINT ROAD
IN
S. YARMOUTH, MASS
DATE: NOVEMBER 7, 2014
REV: DECEMBER 13, 2014
OWNER/APPLICANT:
C. BEMIS / R. LEWIS
#5 JANNOR WAY
WEST YARMOUTH
MA 02673
SHEET 2 OF 3
-+ -0.015
SCH 40
7.00
EXIST.
INV.=
6.45
EX. RIM GRADE
RIM EL=9.45
i 333 GPD
'REVIOUSLY DESIC
TEE"
EXIST.
ARM ON EL 6.08
IMP ON EL 5.75 4 -
IMP OFF EL 4.82
RAISE COVER TO WITHIN
6" OF FINISH GRADE (2) OBSERVATION PORTS TO
GRADE / SCREW ON CAP
2" TO 4" FINISH GRADE 0 CORNERS OF SAS
EXPANDER ELEV. 11.3 ELEV. 10.7 GROUND ELEVATION 10.6
PUMP FOR 2'
CONTROLS 9�. M N OF COVER
TO REMAIN 8' 0S= 0.01 STONE FILL FOR H-20 LOADING
TOP ELEV 9.80 SLOPE 0 0.005
8'
2" PVC SCH 409 OUTLETI
H-20 DB9
7.455 NV
INV.=9.70
EXIST. / HORIZ. "T"
EXISTING PUMP CHAMBER
(/ Y2 HP PUMP / H-20 MDC
BASIN TO REMAIN
PER DOWN CAPE ENG. 9-14-1995
PROPOSED 40
MIL POLY LINER
TOP = 10.0
BOT = 7.5
1.) PRIOR TO STAKING OUT THE WALL THE FOOTING EXCAVATION AND LEACHING AREA SHALL
BE INSPECTED.
2.) PRIOR TO THE INSTALLATION OF THE WALL THE STONE BED SHALL BE INSPECTED.
3.) PRIOR TO THE INSTALLATION OF THE LEACHING FIELD SYSTEM THE CLEAN FILL WILL BE
INSPECTED TO CONFIRM A PERCOLATION RATE OF LESS THAN 2 MIN PER INCH.
4.) THE SYSTEM WILL BE INSPECTED AND THE PUMP WILL BE RUN PRIOR TO FINAL BACKFILL.
PLEASE NOTE: EAS SURVEY REQUIRES 48 HOURS NOTICE TO PERFORM THESE INSPECTIONS IN
A TIMELY MANNER. CERTIFICATION CANNOT BE COMPLETE WITHOUT INSPECTIONS.
TYPICAL SECTION - WALL LESS THAN 4' HIGH.
NOT TO SCALE:
CAP STONE /
CONCRETE ADHESIVE
VERSA-LOK OR 10.61
APPROVED EQUAL °°°°°°°�����a
°°°°°°°°°°°°°°°°°°
INTERLOCKING WALL 4" 0 ' °' 000
' ° ' ' 0 0 ' 0 ' °
STONE BACKFILL TO
1 8" MAINTAIN H-20 LOADING
TIE ENDS
& VENT
IF REQUIRED
000 0000 eseo 0000 a eoo o eoo 0 oeo a eoe eo 0
: oe oe oe o0 oe oo eo oo eo eo oe oo o 0 ee o 0 ooe e ;
000 0000 0000 eeee 0 000 0 eee 0 000 0 000 oe 0
e ee ee oe oo ee oo o0.:**::
eo ee eo oo oe eo e e eee o
0a a 000 0000 0000 0 oee o eoo o eoo 0 Doe ee o e
20' x30' LEACHING FIELD
(5) 4" SCH 40 PERF. PIPES (TIE ENDS)
INV.= 9.53 INV.= 9.45 INV.= 9.30 I w
•- - 30.0' _� a
40.0' -
20.0'x30.0LEACHING AREA / 27' X 40' STRIPOUT I ELEV. 4.7
ADJ. G.WATER TH#1
STRIPOUT TO
"C" HORIZON
PER 310 CMR
15.255 (C)
8.8
FILTER CLOTH +/OR 2" LAYER
OF PEASTONE (DOUE(LE WASHED)
OBSERVATION PORT
/ SCREW CAP
STONE FILL TO GRADE TO
MAINTAIN H-20 LOADING
%" TO lY2" STONE
(DOUBLE WASHED)
4' -�-- 4' - 1 4' --�-- 4'-- -• �•-2'-•�
--- 20.0' -
END VIEW
TIE ENDS
AND VENT
IQ
0
DOSING CALCULATIONS:
DESIGN FLOW TO CHAMBER = 440 GPD
EL=9.8 EXISTING DESIGN TO REMAIN
PREPARED BY:
° 0 °
EAS SURVEY,INC.
EL=8.9 8" 40 MIL POLY LINER
TOP 10.0 S.A.S.
o°0 0 o e SEPTIC TANK BUOYANCY CALCULATIONS
FILL 8" BOTTOM 7.5
a a o o EL= .8 EXISTING SEPTIC TANK TO REMAIN
y e e e
P. 0. B O X 1729
I
00:::::: STRIP OUT AREA
SANDWICH, MA 02563
El =7.-R `°'°""'°'e6
310 CMR 15.255 (3)
PUMP CHAMBER BUOYANCY CALCULATIONS
PH. (508) 888-3619
BACKFILL REQUIRED
EXISTING PUMP CHAMBER TO REMAIN
CELL (508) 527-36005'
2'
EAS.SURVEYQYAHOO.COM
STONE LEVELING PAD
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
JOB # 14-0131
SITE & SEWAGE
COMPONENT REPAIR
IIJ2
BRBEZ Y POINT ROAD
IN
S. YARMOUTH, MASS
DATE: NOVEMBER 7, 2014
REV: DECEMBER 13, 2014
OWNER/APPLICANT:
C. BEMIS / R. LEWIS
#5 JANNOR WAY
WEST YARMOUTH
MA 02673
SHEET 3 OF 3
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
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.
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
VARIANCES REQUESTED
TI TLE 5:
1.) TO ALLOW 4' OF SEPARATION TO GROUNDWATER IN LIEU OF 5'.
2.) TO ALLOW THE LEACHING AREA TO BE 4.6' FROM THE SLAB FLOOR INSTEAD OF 10'
3.) TO ALLOW THE LEACHING AREA TO BE 4.6' FROM THE CRAWL SPACE WALL IN LIEU OF 20'.
4.) TO ALLOW THE LEACHING AREA TO BE 2' FROM THE STREET LINE IN LIEU OF 10.'
5.) TO ALLOW THE LEACHING TO BE 7' FROM A PROPERTY LINE IN LIEU OF 10'
6.) TO ALLOW THE OVERDIG TO BE 2' WIDE ON STREET SIDE IN LIEU OF 5'
7.) TO ALLOW A 1' REDUCTION IN THE REQUIRED GROUNDWATER ADJUSTMENT.
TOWN OF YARMOUTH:
1.) TO ALLOW THE LEACHING AREA TO BE 70' FROM THE WETLAND IN LIEU OF 100'.
FLOOR LAYOUT
BED#2 BH BED#3 LIVING
ROOM
BED#4
SECOND FLOOR
DECK
FAMILY
ROOM
BH BH KIT.
DECK /
KITCHEN FAMILY LIVING (\
/DINING ROOM ROOM
SYSTEM DESIGN
DESIGN FLOW
4 BEDROOMS AT 110 GPB/D 44-Q GPD
0.H #1 Q1 INDICATES DEEP
TEST HOLE
INDICATES EL.= 8.5
P-1 20" PERC TEST
54" INDICATES ADJ. GROUNDWATER
� 78" HIGHEST OBS. WELL GROUNDWATER
OBS. WELL EL.= 7.5
HIGH TIDE DATE: DEPTH ELEVATION OBS. TIME
REQUIRED SEPTIC TANK (2 COMPARTMENT)
10-16-14
440 x_3 _ 1,320-_ GAL.
ELEV. 2.7
SEPTIC TANK REQUIRED = _1,�00_GAL.
8:48 AM 9:04 PM
EXISTING SEPTIC TANK = -_1 500 GAL.
74"
ONE COMPARTMENT (PUMP CHAMBER IN LINE)
1:30 pm
SIZE OF LEACHING FACILITY REQUIRED
10-18-14
DESIGN PERC RATE __ <2 ----MIN./INCH
ELEV. 2.9
LONG TERM APPL. RATE_2•74-GPD/S.F.
OjAOF�+'
440 _ 0.74 SF/GPD = 595 S.F. MIN. REQ.
82"
ELEV. 2.4
DAV ���
SIZE OF LEACHING SYSTEM PROVIDED:
m
F ED R.
t USING A 20' x 30' LEACHING FIELD
1
20' x 30' = 600 S.F
�Fc/STi- ''Q
600 x 0.74 G/SF = 444 GPD
S'gNIT RSP
444 GPD PROV > 440 GPD REQ. = 4 GPD RES.
' 'q
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
0.H #1 Q1 INDICATES DEEP
TEST HOLE
INDICATES EL.= 8.5
P-1 20" PERC TEST
54" INDICATES ADJ. GROUNDWATER
� 78" HIGHEST OBS. WELL GROUNDWATER
OBS. WELL EL.= 7.5
HIGH TIDE DATE: DEPTH ELEVATION OBS. TIME
7:50 AM 8:05 PM
10-16-14
78"
ELEV. 2.7
3:30 pm
8:48 AM 9:04 PM
10-17-14
74"
ELEV. 3.0
1:30 pm
9:42 AM 9:59 PM
10-18-14
76"
ELEV. 2.9
3:30 pm
1:17 AM 11:38 PM
82"
ELEV. 2.4
noon
X10-20-14
11:59 AM 12:00 AM
1A-21-14
83"
ELEV. 2.3
1:00 pm
J:EBED #1�N���s
FIRST FLOOR
GROUNDWATER ADJUSTMENT
DATE OF WELL:
10/14
INDEX WELL:
MIW-29
WELL ZONE:
A
WELL DEPTH:
9.71
DEPTH OF WATER: 6.2'
WELL ADJUSTMENT: 2.7'
1' OFF ADJUSTMENT 1.7'*
DEPTH OF ADJ.: 4.5'
EL.= 4.7
EL.= 3.0
EL.= 2.7
D.T.H. #1 i
DATE: 10-16-14
GROUND ELEV. 9.2
ADJ. GROUNDWATER 4.7
A
LOAMY SAND
10YR 4/3
B
LOAMY SAND
7.5YR 5/8
C-1
MEDIUM SAND
10YR 5/6
C-2
MEDIUM SAND
2.5Y 7/4
OBS WELL
El
20"
54"
74"
78"
B.O.H.
PHIL RENAUD
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
NONE - AUGUR HOLE
SOIL TYPE: 1_
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN