HomeMy WebLinkAboutEngineered Plans - 2014LOCUS DATA
CURRENT OWNER
IDALINA M.
MONTEIRO
PLAN REFERENCE
246-142
DEED REFERENCE
19823-39
ZONING DISTRICT
R-40
FLOOD ZONE
"X"
ASSESSORS MAP
76
PARCEL
52
OVERLAY DISTRICT
ZONE II
LOT AREA
12,210± S.F.
SITE & SEWAGE
REPAIR PLAN
#22
SHFFFIEL D ROA D
IN
W. YARMOUTH, MASS
DATE: NOVEMBER 24, 2014
OWNER/APPLICANT:
IDALINA M. MONTEIRO
22 SHEFFIELD ROAD
W. YARMOUTH
MA 02673
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
BED#3 I BATH
NOV 2 6 2014
0
m
LOT 62 N
z z LOCUS
LOT 61 0 m
�
HEALT2{�7, SHEFFIELD ROAD
H DE� . SECOND FLOOR
� \ D
` \ 1E k 121.00 \ LOCUS MAP
N 82'54'15
JTILITY
NOT TO SCALE:
I 1 `� � � �
DOE I /� `, 14-0134
LOT 66 EXISTING 1,000
GALLON SEPTIC
t2, 210± S.F. TANK TO REMAIN
WOODED
\ (QHS CiAfDINING ROOM �` \! N
�-��
As 1 3 KITCHEN �\ `\ i L O T 67
\ LhANGROOM BATH �� v�
1 BENCHMARK
CORNER OF \ '` `''� ,OAREM
K
0 ��
I BOTTOM STEP p
ELEV=46.39 \ OAK
V % PER& 1 A \ 1
PUMP, CRUSH AND ABANDON
25'0 W "� \ EXISTING LEACHING PIT IN
I REMOVE, p o \ ` ACCORDANCE WITH TITLE 5
PINE OAK .� �, �
WOODED �., � � HYDRANT
I DTH #1 \` AA 55,� _
1 PINE 6.00' ----
�9 00'S 825415" W W-'t--
JPR VET.)
�` �ror rtzs �/ ('"� D OA �e
Q Data �
sow EDWARD G 5HEF G
ROA
n'o A max
<� ST
Pin. ' 8�;.�
20 30 40
g ---'-'".
cD
LP,
GRAPHIC SCALE:
1 INCH = 20 FEET
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
TOP OF FOUNDATION CENTER CHAMBER RISER
ELEV. 48.00 FINISH GRADE RAISE TO WITHIN 6"
47.0 ELEV. 46.0 FINISH GRADE OF FINISH GRADE
\ /\ ELEV. 43.8 ELEV. 44.0
UND ELEVATION 43.0
TOP = 44. ///ate /��
TOP ELEV 41.58 1' MIN. -3' MAX. COVER
5T®itlNV.=40.56
SCH 46---4" PVC 2 MIEN -3 M 4" PVC1 00000 0 o 00000 120 INV.= INV.=
EXiSITNG 43.18 10"TEE 14"TEE INV.= 0 00 00 0 0 0 00 00 ih
XI REMAIN 42.98
INSTALL 00000 0 0 00000
GAS BAFFLE
4'-1" LIQUID LEVEL TWO 5' -0"x8' -6"x3'-0" H-20 CHAMBERS
INV.= INV.= 40.50 o d
.56 a Lu
S.A.S. (13.0' x 25.0') 38.5
00
0 0 o e (d ui
EXISTING 1,000 GALLON SEPTIC ELEV,32.5
TANK TO REMAIN NO GROUNDWATER
JOB # 14-0134
SITE & SEWAGE
REPAIR PLAN
#22
SHEFFIELD R0.4 D
IN
W. YARMOUTH, MASS
DATE: NOVEMBER 24, 2014
OWNER/APPLICANT:
IDALINA M. MONTEIRO
22 SHEFFIELD ROAD
W. YARMOUTH
MA 02673
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1.729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
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. ENGINEER TO VERIFY REMOVAL OF UNSUITABLE SOILS PRIOR
TO INSTALLATION OF NEW SEPTIC SYSTEM.
4. NO PARKING OVER SEPTIC TANK • IS ALLOWED.
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.
PONS
0 0 0 0 0 0 0 00000
1-010---o M000
O O I
1 00 000
�-- 4.0' 5.0'
13.0' I
SIDE VIEW
SYSTEM DESIGN
DESIGN FLOW
3 BEDROOMS AT1 00 GPB/D 3-3-0 GPD
REQUIRED SEPTIC TANK
330 x 2 _ _ 66_0 GAL.
SEPTIC TANK PROVIDED = --1-5--Q-Q--GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE <2 MIN./INCH
LONG TERM APPL. RATE-2-1-4-GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 + 0.74 SF/GPD = 446 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
WITH 4' OF STONE ALL AROUND
BOTTOM (13.0' x 25.0')
= 325 S.F.
SIDE WALL (13.0' + 25.0') 2x2
= 152
477 S.F.
477 S.F.x 0.74 G/SF
= 353 GPD
353 GPD PROV > 330 GPD REQ.
= 23 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
DATUM:
VERTICAL DATUM:
YARMOUTH GIS±
BENCH MARK USED:
TOP OF CONCRETE AT BOTTOM STEP
ELEVATION 46.39
DTH #1 INDICATES DEEP
TEST HOLE
■♦ 132 INDICATES ADJ. GROUNDWATER
- NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
40"
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 11.0'
VARIANCES REQUESTED
NONE:
D.T.H. #1 ib
DATE: 11/1,3/2014
GROUND ELEV. 43.5
ADJ G.WATER 32.5
LOAMY SAND
10YR 5/1 6,
,
B
LOAMY SAND
10YR 5Z6 22„
ELEV = 41.7
40"
C
MEDIUM /
COARSE SAND
10YR 6/6
NO G.WATER I 132
ELEV = 32.5
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
RODNEY FISHER, (MIKE)
SOIL TYPE: 1
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0.74 GAL/SF/MIN