Engineered Plans - 2016LOCUS DATA
CURRENT OWNER MILLER FAMILY
IRREVOCABLE TR.
PLAN REFERENCE LCP 31209—D
CTF. REFERENCE LC 196432
Z
ZONING DISTRICT R-40
FLOOD ZONE "X"
ASSESSORS MAP 99
PARCEL 65
OVERLAY DISTRICT ZONE II
LOT AREA 11,495± S.F.
SITE & SEWAGE
REPAIR PLAN
#172
DIANE A VE
IN
YARMOUTH, MASS
DATE: JUNE 20, 2016
OWNER/APPLICANT:
JOHN & JANE MILLER
172 DIANE AVE
&YARMOUTH, MA 02664
(508) 394-1772
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
LOT 100 5" 1p538,
N414 0 42.0 X
17.7'
-42.4 X
i
i
41.7 DRIVEWAY
W
LOT 99
\ Ln 0 11,495± S.F. 42.6
\ o -
D \\
C \
rn \
z �C 40.3
C \
GARAGE
9
ANING
AREA
G KII
#172
42.2
N PROPOSED 10'x29'
1�- LEACHING AREA
0
LOCUS MAP `
NOT TO SCALE:
16-0116
42.5 10,EXISTING SEPTIC SYSTEM COMPONENTS TO
BE PUMPED, CRUSHED AND REMOVED FROM
10ift
SITE IN ACCORDANCE WITH TITLE 5.
k
18" PINE TO REMAIN
LNDY.
HALL
L. BATH
BED#1
N
CONCRETE BOUND
FOUND & HELD
cn D. T. #1 N
42.4
'ACL
X 42.3 11'42.4 41.
0.2' N
os PROPOSED 1.500 GALLON
02 r" SEPTIC TANK
C.O. �.
42.2 X 42.4 ��,
0
G X 42.4 42.8' o -w_-�
20.3' AV
Yarmouth Health Department
ZZ
4
1p5 95 „ W 1.6 ,� PP VED
j
FE NCE S 77'1J 34 BENCHMARK Name Ute
TOP OF CONCRETE
BULKHEAD.
ELEV=43.00
LOT 98 0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
OF FOUNDATION
43.00
OUT
INV.=
' 39.85
2. 5-7"
4'-6 1/2
(�A INV.= 41.25 36.0' OS=0.04
® INV.= 40.50 15.0' OS=0.04
- , - L
JOB # 16-0116
SITE & SEWAGE
REPAIR PLAN
#172
DIA NE A VE
IN
YARMOUTH, MASS
DATE: JUNE 20, 2016
SE COVERS TO WITHIN 6" OF FINISH GRADE
FINISH GRADE FINISH GRADE
ELEV. 42.1 ELEV. 42.2 ELEV. 42.4
=
402
CENTER CHAMBER RISER
RAISE TO WITHIN 6"
OF FINISH GRADE
42.2
MIN. -3' MAX. COVER
36'OS=0.025 ivr c�cv JJ.JV
2 MIN 3 MAX 4" PVC SCH 40 4' ®S= 0.02 00000 0 o 00000 o
10"TEE 14"TEE INV.= 0 000 0 0 0 0020 00000
M
39.65
INSTALL 6" OOpOp o 0 00000
GAS BAFFLE 3 OUTLET
4'-1" LIQUID LEVEL H-20 DB3 TWO 5' -0"x8' -6"x3'-0" CHAMBERS
INV.= 38.75 S.A.S. (10.0' x 29.0') o ci
INV.=38.58 a ul
C e e o BOT 35.30 INV.= 38.50 �-
6" BASE OF CRUSHED STONE
OR MECHANICALLY COMPACTED
1,500 GALLON
PRECAST CONCRETE
SEPTIC TANK
OWNER/APPLICANT:
JOHN & JANE MILLER
172 DIANE AVE
S.YARMOUTH, MA 02664
(508) 394-1772
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:
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.
13. MAGNETIC TAPE ON ALL COMPONENTS.
36.50
32.4
••••• •••••
--- 2.5' 5.0' -- �-- 2.5'----1
10.0' --I
SIDE VIEW
DATUM:
VERTICAL DATUM:
YARMOUTH GIS±
BENCH MARK USED:
TOP OF CONCRETE BULKHEAD
ELEVATION 43.00
DTH #1 INDICATES DEEP
TEST HOLE
SYSTEM DESIGN
DESIGN FLOW
2 BEDROOMS AT 110 GPB/D 22-0 GPD
REQUIRED SEPTIC TANK
220 x_2__ _ _____440 GAL.
SEPTIC TANK PROVIDED = _ 15Q0_GAL.
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ---!2-----MIN./INCH
LONG TERM APPL. RATE_2•74_GPD/S.F.
SIZE OF LEACHING SYSTEM PROVIDED:
220 + 0.74 SF/GPD = 298 S.F. MIN. REQ.
USING H-20 CONCRETE LEACHING CHAMBERS
WITH 4' OF STONE AT ENDS AND 2.5' OF
STONE ON SIDES.
BOTTOM (10.0' x 29.0') = 290 S.F.
SIDE WALL (10.0' + 29.0') 2x2 = 156 S.F
446 S.F.
446 S.F.x 0.74 G/SF = 330 GPD
330 GPD PROV > 220 GPD REQ.= 110 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
D.T.H. #1 >
DATE: 6/8/16
GROUND ELEV. 42.4
ADJ. G.WATER 31.4
-oo- 120" INDICATES ADJ. GROUNDWATER
==:bl NO OBSERVED GROUNDWATER
INDICATES
PERC TEST
GROUNDWATER ADJUSTMENT
DEPTH TO BOTTOM OF HOLE 10.0'
_VARIANCES REQUESTED
TITLE V:
NONE
RESTRICTIONS
2 BEDROOM DEED RESTRICTION
REQUIRED TO BE RECORDED AT THE
BARNSTABLE REGISTRY OF DEEDS.
LOAMY SAND
1OYR 4/2
10YR 5/1 12„
B
LOAMY SAND
1 QYR 5Z5 11 26"
.i FV = 4n9
C-1 44„
FINE SAND
10YR 7/6
72"
C-2
FINE SAND
2.5Y 7/4
NO G.WATER 1120„
ELEV = 32.4
B.O.H.
AMY VON HONE
SOIL EVALUATOR
ED. STONE
BACKHOE OPERATOR.
LARRY - ELLIS BROTHERS
SOIL TYPE: --_
PERC RATE: <4 MIN. PER INCH
LOADING RATE: 0_74 GAL/SF/MIN