HomeMy WebLinkAboutEngineer PlanLOCUS DATA
CURRENT OWNER
EDUARDO
SENE NETO
PLAN REFERENCE
LCP 25823-1
TITLE REFERENCE
CTF. 208250
ZONING DISTRICT
R-40
FLOOD ZONE
"X" 7-16-2014
ASSESSORS MAP
63
PARCEL
91
OVERLAY DISTRICT
ZONE 11 / APD
LOT AREA
15,600t S.F.
SITE & SEWAGE
REPAIR /PLAN
#8V
COOL iD GE ROAD
IN
YARM OU TH, MASS
DECEMBER 18, 2023
OWNER/APPLICANT:
EDUARDO SENE VETO
80 COOLIDGE ROAD
W. YARM OU TH, 02673
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SAN DWI CH, MA 02563
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
PROPOSED 40MIL
POLY LINER
PROPOSED LIMITS OF o LOCATE AND REMOVE
OVERDIG. 5' ALL EXISTING 'D' BOX AND
AROUND S.A.S rd "o LEACHING COMPONENTS
120100'
PROPOSED S.A.S. 8.51 '30E
7'x47' LEACHING
FIELD _ _ _ _ SHED
BENCHMARK,
1X 47.2 TOP ❑F'\FOUNDATI❑N
1 H. #1 WALL \
�•
10' S S ELEVATI❑N\= 4950
• • ' ' ' • ' • �' = �' EXISTING 1,500
1
• : ' ; ::: ' :'; = S 18.7'� GALLON SEPTIC
-�' — — 18.9' TANK TO REMAIN I
PROPOSED 'D' BOX ` , \ \ \ X 45.9
BED#1 BED#2 \ \
1 /2
i ATM r
L T 98 —#8o BATH
n ' Z 15,600t S,F, EXISTING
BEDROOM
fl DWELLING KITCHEN , \
A LIVING DINING
48.3: CAPE , f
w ROOM
o
1 o G Q \ DECK r
GARAGE
_ 1
47.4 X�- -- 47.5 r
1 / BIT. DRIVE —
— — PEASTONE J
ZVI
6
/��
ZN
EFFERSON o
43.9
v
o
LOCUS
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rn
o
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LOCUS MAP
NOT TO SCALE:
1
23-0133
1
RECEIVED
1
JAN 25 2024
0
-VEALTH DEPT.
0
OCL
0
COOP
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o
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HED
M�� Yarmouth Health Deprement
T
D
EDWARD G<IT. _.951V
A wV.
STONE Date
N o.28980
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
COVERS TO WITHIN 6" OF FINISH GRADE
SYSTEM DESIGN
TCF = 49.50
GRADE = 49.0
42.30 INV.= 47.58 I INV.=
47.33
~- 5'-7"
4'-61/2"
DATUM:
VERTICAL DATUM:
ASSUMED
BENCH MARK USED:
TOP OF FOUNDATION
49.50
23-0133
SITE & SEWAGE
REPAIR PLAN
#80
COOLIDGE- ROAD
IN
YARMOUTH, MASS
DECEMBER 18, 2023
OWNER/APPLICANT:
EDUARDO SENE NETO
80 COOLIDGE ROAD
W. YARMOUTH, 02673
SHEET 2 OF 2
FINISH GRADE
ELEV. 48.9
/k,z� //,6� -c
10"TEE 14"TEE
INSTALL
GAS BAFFLE
4'-1" LIQUID LEVEL
PREPARED BY:
EAS SURVEY, INC.
141 RT. 6A
SANDWICH, MA 02563
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
EXISTING 1,500 GALLON
SEPTIC TANK TO REMAIN
48.5
58' ®S= 0.007
4" PVC SCH 40 3' @S= 0.01
INV.=
47.13
CONSTRUCTION NOTES:
3 OUTLET
H-20 DB6
N V. = 46.71
INV.= 46.54
FINISH GRADE
ELEV. 47.8
TOP ELEV 46.75
OBSERVATION PORT TO
GRADE / SCREW ON CAP
/ATION 47.9
\� h\
i�
FILTER FABRIC
°
o°e°000°o
°0e°e°o°o o°o o°°°°°o°o o°� o
0 o p o 0 0 0 0 0 0 0 0 0 0 0 0 o e o a o
po°e°° a eo
a o o t0 p
pOeO e0 0
7 ' x 47 ' LEACHING FIELD
INV.= 46.51 INV.= 46.40
------ 22' EACH SIDE I
(2) 4" PIPES 4' ON CENTER
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
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.
OBSERVATION PORT TO
GRADE / SCREW ON CAP
FILTER FABRIC
e o oa°o 0 0
°p °o a
o°p°p°°oS000000
°po°000 000
e °opO
r
t0
a00cp
o e o o e oe a a a
e o :0 0 0°0°0 oo°o°e°
o°°ooe o o e p
eee o°a°o°0 O
O
•-
6-
°e o' ° °ooeo 0 0° o 0
o°e°
o°po°e°a°e°.0 e°o
1.5' i 4'
i 1.5'
- 7' -
END VIEW
GROUNDWATER ADJUSTMENT
DATE OF WELL:
INDEX WELL
-
WELL ZONE:
WELL DEPTH:
DEPTH OF WATER:
WELL ADJUSTMENT:
ALLOWED ADJUSTMENT:
DEPTH OF ADJ.:
PROPOSED
40MIL
POLY LINER
TOP=47.0
BOT=44.5
3/4" TO 1 1/2"
DOUBLE WASHED
CRUSHED STONE
�A0
LLEY-.45.90
o�
ELEV. 40.9
9/2007
AIW-23V
C
25.6
7.8
5.1
2.6 PER BOH 2O07
5.2
EXISTING DESIGN FLOW
2 BEDROOMS AT1 00 GPB/D 220 GPD
REQUIRED SEPTIC TANK
220 x 2 = 440 GAL.
EXISTING SEPTIC TANK = 1.500 GAL
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE _ <2 MIN./INCH
LONG TERM APPL RATE 0.74 GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
220 _ 0.74 SF/GPD = 298 S.F. MIN. REQ.
USING A 7' x 47' LEACHING FIELD
WITH A MINIMUM OF 6" STONE UNDERNEATH
BOTTOM (7.0' x 47.0') = 329 S.F.
329 x 0.74 G/SF = 243 GPD
243 GPD PROV > 220 GPD REQ.= 23 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
INDICATES DEEP
TEST HOLE
INDICATES
PERC TEST
NO MOTTLING
NO WEEPING
62" INDICATES ADJ. GROUNDWATER
NO OBS. GROUNDWATER
TO ALLOW THE LEACHING FIELD TO BE 18.7' FROM THE
BUILDING FOUNDATION IN LIEU OF 20.0'. A 1.3' VARIANCE
IS REQUESTED.
A 2 BEDROOM RESTRICTION IS RECORDED WITH THIS PROPERTY
D.T.H. #1 Q5
DATE: 10-09-07
GROUND ELEV. 46.1
ADJ. GROUNDWATER 40.9
FILL
O/E 10"
LOAMY SAND
10YR 4 3
10YR 5/1
20"
B
LOAMY SAND
7.5YR 5/6
EL. = 43.6 30"
66"
C 62n
COARSE SAND
10YR 7/6 93"
1--�=
EL. = 36.1 120"
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
SOIL TYPE: 1
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0.74 GAL/SF/MIN