HomeMy WebLinkAboutEngineered Plan - Rev. 2017LOCUS DATA
CURRENT OWNER THE BRIAN B.
SULLIVAN TRUST
PLAN REFERENCE LCP 21122-A
DEED REFERENCE CTF. 144063
ZONING DISTRICT R-25
FLOOD ZONE
AE -11
ASSESSORS MAP
26
PARCEL
48
OVERLAY DISTRICT
NONE
LOT AREA
8,500± S.F.
SITE & SEWAGE
REPAIR PLAN
#J6
AFT ROAD
IN
S. YARMOUTH, MASS
DATE: JANUARY 11, 2017
DATE: FEBRUARY 1, 2017
OWNER/APPLICANT:
BRIAN B. SULLIVAN TRUST
EILEEN SULLIVAN, TR.
11 OAK ST., UNIT 38
WELLESLEY, MA 02482
SHEET 1 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS. SU RVEY@YAH 00. COM
NOTES:
1.) A TWO BEDROOM DEED RESTRICTION IS
REQUIRED TO BE RECORDED AT THE
BARNSTABLE REGISTRY OF DEEDS.
2.) EXISTING INVERT AT BUILDING
TO BE RELOCATED TO FIT
BETWEEN THE DECK / CONCRETE PROPOSED 16 PLASTIC
AND SHOWER / CONCRETE CHAMBERS
16' LONG x 11.33 WIDE
PROPOSED
"D" BOX
EXISTING TWIN 14"
WHITE PINES TO
REMAIN
EXISTING 14" WHITE
PINE REMAIN
9
p0
n o.•r
TO
9.0
85
8.6
E
FDA E
PROPOSED 1,500
54135
GALLON
SEPTIC TANK
N
10'
9.1 9.3
21'
9.0
.3
C
tP
T
Z
21'
m
9.8
S
o
f
O
S
OUTSIDE
6'
SHOWER
9.5 OVER
---9
PUMP, CRUSH AND
D.T.H. #1
CONC.
9.5
�n
REMOVE BOTH
9 6
2,0' DECK
X
X 9.2
EXISTING CESSPOOLS
OVER
BENCHMARK
FROM PROPERTY.
CONC.
S.
MIDDLE OF
T
Z
9.7 X
CONCRETE IN
N
m
H
BATH BEDROOM
FRONT OF
BULKHEAD.
KITCHEN
#2
0
ELEVATION 8.91
FAMILY
0
o
O?
ROOM
o
9.5
BEDROOM
m
LIVING
#1
X 10.1
ROOM
0
9.5
9.
o -X 9.8 –
m –� 9.3
0
`n I9.2£ LOT 44
8,500± S.F.
LOT 45 I
DRIVEWAY/
I
9.1 85.0 0,
/
35"
S 7g•41'W -
-
- AFT ROA
VARIANCES REQUESTED:
TO ALLOW THE LEACHING CHAMBERS TO BE 4' ABOVE THE
ADJUSTED GROUNDWATER IN LIEU OF 5'
J
I
I
1
I
28
N
LOCUS
v AFT ROAD
z
m
SOUTH SHORE DRIVE
LOCUS MAP
NOT TO SCALE:
®16-0144
LOT 4J
IPermit valid for 1 OF SF;1'"fIC' Sl S7 F°M
ONLY - o State and Loral selrti(- variances.
oard of Health, review and approval is reyuirof for
YYDj"WT additionsl��.oeations/alterations to
wage facili arty structo: es/ds+elling.
Yartnouth Health I)cparqn+ent
—
APPROVF ll`
ame Dat
r—�
I
I 0 20 30 40
I
GRAPHIC SCALE:
I
1 INCH = 20 FEET
SILL ELEV. 10.56
GASKET , GRADE ELEV. 8.8
REQUIRED Aoz/
PER
PLUMBING 19'OS=0.02
rinnc ", .,,.,.
7 RAISE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE
ELEV. 9.4 FINISH GRADE
�- ELEV. 9.3 ELEV. 9.3
5' ®S= 0.01 23" OF COVER
4'®S=0.01 4" PVC SCH 40 _TOP ELEV 7.
4" PVC SCH 40 r _ _T -T
--=•
22„
bUH 4U
LOAMY SAND
INV._
Z MIN -J MHA
_
26"
ELEV = 7.4
INV.= 7.96
7.58
10"TEE
14"TEE
INV.=
lz[34"
7.38
RELOCATE
5'-7"
GAS BAFFLE
CELLAR
INVERT OUT.
4'-6
1/2"4'-1"
LIQUID LEVEL
DRY
4 -4'
,
ELEV=3.9
::
��.
ELEV
3.04
vo a o 0
DATUM:
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500
GALLON PRECAST CONCRETE SEPTIC TANK
VERTICAL DATUM: NAVD-88
BENCH MARK USED: MIDDLE OF CONCRETE IN FRONT
OF BULKHEAD ELEVATION 8.91
SITE & SEWAGE
REPAIR PLAN
IIJ6
AFT ROAD
IN
S. YARMOUTH, MASS
DATE: JANUARY 11, 2017
REV: FEBRUARY 1, 2017
OWNER/APPLICANT:
BRIAN B. SULLIVAN TRUST
EI LEEN SULLIVAN, TR.
11 OAK ST., UNIT 38
WELLESLEY, MA 02482
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
CELL (508) 527-3600
EAS.SURVEY@YAHOO.COM
OBSERVATION
PORT TO GRADE
GROUND ELEVATIO 9.2
22"
SYSTEM DESIGN
DESIGN FLOW
2 BEDROOMS AT 110 GPB/D 2252 GPD
REQUIRED SEPTIC TANK
220 x_2 _ 440 GAL.
SEPTIC TANK REQUIRED = 1L500__GAL.
iv SIZE OF LEACHING FACILITY REQUIRED
6" I --o DESIGN PERC RATE <2__MIN./INCH
7
H-10 X SET "QUIK-4" STANDARD LEVEL LONG TERM APPL. RATE-2--LA-GPD/S.F.
INV.= INV.= 7.12 o SIZE OF LEACHING SYSTEM PROVIDED:
INV.= 7.17 a
�---- - 16.0' I 0 0 6.45 220 _ 0.74 SF/GPD = 298 S.F. MIN. REQ.
USE (16) QUIK 4 STANDARDS to I USING 16 STONELESS UNITS
CHAMBERS TOTALING 64 LINEAR FEET I ELEV. 2.4 INFILTRATOR - 16 QUIK "4" STANDARD
48"04"x12" STONELESS BED FORMATION ADJ. GROUNDWATER TPIT#1
( FOUR ROWS OF FOUR PANELS) 4.73 SF / LF X (4 x 16) = 302.7 S.F
302.7 x 0.74 G/SF = 224 GPD
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. c
3. VEHICULAR TRAFFIC, PARKING OF VEHICLES AND PLACING
MATERIALS OVER THE SEPTIC TANK 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 6" 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 THEY ARE
UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEY
MUST WITHSTAND H-20 LOADING.
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 OVER ALL COMPONENTS.
2 OBSERVATION PORT
,/ SCREW CAP TO GRADE
SAND FILL
�--2.83'---2.83'---- 2.83'- -- 2.83'
�'-=- 11.33'
END VIEW
224 GPD PROV > 220 GPD REQ. = 4 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
DATE OF WELL:
INDEX WELL:
WELL ZONE:
WELL DEPTH:
DEPTH OF WATER:
WELL ADJUSTMENT:
USING 1' OF ADJ.
DEPTH OF ADJ.:
DTH #1 0
11/16
MIW-29
A
9.91
9.0
2.8
1.8 (PER BOH) 86"
7.2
108"
INDICATES DEEP
TEST HOLE
INDICATES
PERC TEST
NO MOTTLING
NO WEEPING
=> 86" INDICATES ADJ. G.WATER
..* 108" INDICATES OBS.. G.WATER
D.T.H. #1 i
DATE: 12-7-2016
GROUND ELEV, 9.6
ADJ. G.WATER. 2.4
FILL
22„
A
LOAMY SAND
10YR 4/3
26"
ELEV = 7.4
B
LOAMY SAND
32„
7.5YR 5/6
1/1
lz[34"
50"
C
MED. SAND
1OYR 7/6
120"
ELEV = (-0.4)
B.O.H.
AMY VON HONE, RS
SOIL EVALUATOR
ED. STONE, PLS
BACKHOE OPERATOR.
ELLIS BROTHERS (KEVIN)
SOIL TYPE: _1_
PERC RATE: ! 2 MIN. PER INCH
LOADING RATE: 074 GAL/SF/MIN