HomeMy WebLinkAboutEngineered Plans - 2015LOCUS DATA
CURRENT OWNER ROBERT BASHIAN
ELEANOR BASHIN
PLAN REFERENCE 15/13 — 70-83
DEED REFERENCE 23722-339
ZONING DISTRICT R-25
FLOOD ZONE "X—OTHER" I
ASSESSORS MAP
PARCEL
OVERLAY DISTRICT
LOT AREA
22
316
NOT A ZONE II
13,422± S.F.
SITE & SEWAGE
REPAIR PLAN
#18
wEST ROAD
IN
W. YARMOUTH, MASS
DATE: JUNE 18, 2015
OWNER/APPLICANT:
ROBERT BASHIAN.
P.O. BOX 442
W. HYANNISPORT, MA 02672
508-862-6396
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. SU R VEY@YAH 00. COM
0Rjv� "I I'll "I
E� I'll0I / "I8� / o N
0T 86
--6 - �� �,� PORT1ON
Q� N / / 13,422± S.F. ---- \ \
/ / \ EXISTING \
DRIVEWAY \ /
i LIMITS OF "CAPE
HYDRANT /o' COD" CELLAR \ /
\ GJ(
7 OVERHEAD WIRES _� SPS
cz� \
/ -'BED / y�
GAS 5.2' f
-73
O \\ J0
\ � LA
OF ktL SS9c \
EDWARD
A. \
STONE
No. 289 \
S ,STV
BED #2
#1 \ BAT
LIVING KITCHEN
ROOM
DINING
ROOM
BED
#3
Im
BENCHMARK
CORNER OF BOTTOM /
CONCRETE STEP
ELEVATION 11.73 �6
/ S
/
/
CONCRETE BOUND
FOUND (TYP)
BATH
AUND
STI RD.
LOCUS MAP
NOT TO SCALE:
15-0114
PUMP, CRUSH AND REMOVE
EXISTING CESSPOOL FROM SITE.
PROPOSED 1500 GALLON
SEPTIC TANK
PROPOSED "D" BOX
PROPOSED LEACHING S.A.S.
(24) CHAMBERS
28
m
cA.
m
CP.
ONLY, due to State and local
'
A\
Board ofhealth review and ,zppro
cor-
N
�B5 �''
�
0
0
N
y
z
z
0
Z
0
m
LOCUS
BROADWAY
STI RD.
LOCUS MAP
NOT TO SCALE:
15-0114
PUMP, CRUSH AND REMOVE
EXISTING CESSPOOL FROM SITE.
PROPOSED 1500 GALLON
SEPTIC TANK
PROPOSED "D" BOX
PROPOSED LEACHING S.A.S.
(24) CHAMBERS
LAUNDRY PIPING TO BE
RECONNECTED TO SOIL PIPE
AND DRYWELL ABANDONED.
LOT 85
LOT 84
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
'TIC S\ STEM
ptic variances.
is requii d for
alterations to
:cling,
me nt J,'
4y0l
cA.
Permit. valid for REPA112 m
CP.
ONLY, due to State and local
'
s
Board ofhealth review and ,zppro
try futgre additions/renes. alio
�B5 �''
sewage facilities and/or structures/4
x,10.5'
110
Y.arttoulh tlealtla Ue.p;
.1'
APP OVi
LAUNDRY PIPING TO BE
RECONNECTED TO SOIL PIPE
AND DRYWELL ABANDONED.
LOT 85
LOT 84
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
'TIC S\ STEM
ptic variances.
is requii d for
alterations to
:cling,
me nt J,'
4y0l
TCF = 12.26
GRADE 10.7
4A= 38'CS=0.02
v B= 18'OS=0.02
REPLACE WITH 4" PVC
SCH 40 INV.=
JA* 9.15
K
A INV.= 10.01 6'-0"
4'-9"
B INV.= 9.51
DATUM:
VERTICAL DATUM:
NAD -88
BENCH MARK USED:
CORNER OF CONCRETE STEP
ELEVATION 11.73
15-0114
SITE & SEWAGE
REPAIR PLAN
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE H-20-24" MANHOLE
ELEV. 10.9 TO GRADE FINISH GRADE
ELEV. 11.0 ELEV. 11.0
12'®S=0.01 N TOP ELEV 8.95
4" PVC SCH 40 8' ®S= 0.005 1 1 1 1 1 1 1
10"TEE 14" TEE
INV.=
MAY 2015
INSTALL
8'95
GAS BAFFLE
INDEX WELL:
WELL ZONE:
T
LINV=
4'-1" LIQUID LEVEL
6
KWELL
DEPTH:
DEPTH OF WATER:
WELL ADJUSTMENT:
DEPTH OF ADJ.:
7.64
10.0
1.3'
8.7'
BOT.
INV.= 8.66
o
4.40
PROPOSED H-20 1,500
EL. = 3.9
104"
GALLON SEPTIC TANK SET
ON LEVEL STABLE BASE.
EL. = 2.6
120"
#1
WE -ST ROAD
IN
W. YARMOUTH, MASS
DATE: JUNE 18, 2015
OWNER/APPLICANT:
ROBERT BASHIAN
P.O. BOX 442
W. HYANNISPORT, MA 02672
508-862-6396
SHEET 2 OF 2
PREPARED BY:
EAS SURVEY, INC.
P.O. BOX 1729
SANDWICH, MA 02563
PH. (508) 888-3619
CELL (508) 527-3600
EAS. SU R VEY@YAH 00. COM
CONSTRUCTION NOTES:
00
OBSERVATION PORT(S) TO
GRADE / SCREW ON CAP
ION 11.9
N
(24) 34" x 48" x 12" CHAMBERS
INV.=8.62QUIK "4" INFILTRATORS
24 CHAMBERS IN BED FORMAT a a
16.0'
U -)o
4 CHAMBERS 0 6 PER ROW c� ui
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.
2 OBSERVATIONT PORT ^'
7.95
3.9
I --2.83'--I--2.83' +---2.83'---2.83'------2.83'---I---2.83--I
17.0' ---I
END VIEW
SYSTEM DESIGN
EXISTING DESIGN FLOW
3 BEDROOMS AT 110 GPB/D 3,32 GPD
REQUIRED SEPTIC TANK
330 x_2 '-= _____660 GAL.
SEPTIC TANK PROVIDED = _ 500_GAL. H-20
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE -_ <2 ____MIN./INCH
LONG TERM APPL. RATE-2t!4--GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
330 _ 0.74 SF/GPD = 446 S.F. MIN. REQ,
USING 4 CHAMBERS IN 6 ROWS (24 UNITS)
AND NO STONE AROUND
QUIK "4" INFILTRATORS
4.73 SF/LFX(6x14)=454S.F
454 x 0.74 G/SF = 336 GPD
336 GPD PROV > 330 GPD REQ.= 6 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
DTH #1 0 INDICATES DEEP
TGCT 1-1!11 F
D.T.H. #1 0
DATE: 6-4-2015
GROUND ELEV. 12.6
ADJ. GROUNDWATER 3.9
LOAMY SAND
C'INDICATES 10T 8 4/2
P-1 42" PERC TEST 8"
1/7
I® NO MOTTLING LOAMY SAND
ry J NO WEEPING 7.5YR 5/6
26"
, EL. =10.4
RQl8T
DATE OF WELL:
MAY 2015
�4NITAR1A
INDEX WELL:
WELL ZONE:
MIW 29
A
42"
KWELL
DEPTH:
DEPTH OF WATER:
WELL ADJUSTMENT:
DEPTH OF ADJ.:
7.64
10.0
1.3'
8.7'
C
MEDIUM SAND
10YR 7/6
EL. = 3.9
104"
EL. = 2.6
120"
104" INDICATES ADJ. GROUNDWATER
120" OBS. GROUNDWATER
NO OBSERVED GROUNDWATER
DEPTH TO BOTTOM OF HOLE 11.0'
VARIANCES REQUESTED
CMR 15.401: TO ALLOW 4' OF SEPARATION IN LIEU OF 5'
EL. = 1.6 1132"
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
ELLIS BROTHERS (LARRY)
SOIL TYPE: 1-
PERC RATE: <2 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN