HomeMy WebLinkAboutEngineered Plans - 2015LOCUS DATA
CURRENT OWNER JOHN KARRAS
CATHLEEN KARRAS
PLAN REFERENCE 104-107
DEED REFERENCE 14411-346
ZONING DISTRICT R-40
FLOOD ZONE X
ASSESSORS MAP 79
PARCEL 121
OVERLAY DISTRICT NOT A ZONE II
LOT AREA 10,500± S.F.
SITE & SEWAGE
REPAIR PLAN
#455
LONG POND DRI VE
IN
YARMOUTH, MASS
DATE: MAY 7, 2015
OWNER/APPLICANT:
JOHN & CATHLEEN KARRAS
455 LONG POND DR.
So. YARMOUTH
508-314-2887
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
PUMP, CRUSH —�
AND ABANDON
CESSPOOL IN
ACCORDANCE
WITH TITLE 5
37.2
REMOVE (2)
CESSPOOLS
FROM SITE Op
O�
11
PROPOSED SASvl-�'-i�' ^R
3 ROWS OF 9UNITS 8.5'x36.0'
ZN OF 8
EDWARD cyGN
STONE
�Mo. 28 8 Cl
F �
s
�oN
L
/c�
g
10.0,
OBS.
PATIO CORNER
SHED
Y�
5' 37.
12.(�
i
i
i
20.0\
/ \\
37.7
37.5 37.7-0�
TH-1
37.2 28.3'
�N-1
BED#3
37.9 X
"V37.3 R�
30',
700
MAY I I 201
HEALTH DEPT
PROPOSED 1.500
GALLON SEPTIC TANK.
s
\ S• RELOCATE EXISTING
OUTLET PIPE. SLEEVE
><,90
AND GASKET REQUIRED.
'
/I -,
7.7 .N
37.9
gH BED#1`
.N —..X 37.7
`." i
KITCHEN Nk
/DINING i f
X 37.7 �
LIVING / �
ROOM "I f
i
i
N\ 32.0' \
`.N
i
NNN -P
N`. \" 'N ,X 37.6 O i
L 0 T G4,--,,,,C.� 0Perp(i( valid or REPAIR OF SEPTIC SYSTEM
��
10,500± S.F. OILY, due to State and Local septic variances.
Poard of l alth,review and approval is required for
any fu re additions/renovations/alterations to
dC 37.5 sewage acilities and/or structures/dwelling.
i
% Yarmouth Health llppartNucut
\"' APPROVEI),rxo/�k
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LOCUS y
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LOCUS MAP
NOT TO SCALE:
15-0105.DWG
c
H
X//38.0 i
N me
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i
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i
Date
0 20 30 40
GRAPHIC SCALE:
1 INCH = 20 FEET
SILL ELEV. 38.50
GRADE ELEV. 37.9
20.0'®0.06
42.0'®0.03
SGH 4u INV.= c mm -
INV.= 36.50 (A) 35.24 10"TEE
INV.= 37.17 (B)
INV:= 36.50 (C)
36.30 (C) RELOCATED
(REQ. SLEEVE & GASKET)
FINISH GRADE
ELEV. 37.8 /
14"TEE
I GAS BAFFLE
4'-1" . LIQUID LEVEL
RAISE COVERS TO WITHIN 6" OF FINISH GRADE
. 37.7
4'CS=0.04
4" PVC SCH 40
INV.=
35.04 6'
H-10 DB3
D -BOX
INV_=34.8E
BOTTOM
DATUM: r° '30.70
PROPOSED 1,500 GALLON SEPTIC TANK
VERTICAL DATUM: N.G.V.D. SET ON LEVEL STABLE BASE.
BENCH MARK USED: CORNER OF CONC. PATIO CONSTRUCTION NOTES:
ELEVATION 37.90
15-0105-SEP.DWG
SITE & SEWAGE
REPAIR PLAN
,'455
L ONG POND DRl VE
IN
YARMOUTH, MASS
DATE: MAY 7, 2015
OWNER/APPLICANT:
JOHN & CATHLEEN KARRAS
455 LONG POND DR.
So. YARMOUTH
508-314-2887
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. SURVEYQYAHOO.COM
OBSERVATION PORT TO
GRADE / SCREW ON CAP
ELEV. 37.7
2.8' OF
TOP ELEV 34.9
6' ®S= 0.02
Ton
(27) QUIK-4"s INFILTRATORS
INV.= 34.57 3 ROWS OF 9 UNITS
INV.= 34.69 EACH UNIT 34" x 48" x 12"
�.--- 36.0' -�
8.50'x36.0' LEACHING AREA I
IN FIELD CONFIGURATION LEV. ��`
ADJ. G.WATER TH#1
SYSTEM DESIGN
PROPOSED DESIGN FLOW
37.6 3 BEDROOMS AT 110 GPB/D 33-2. GPD
REQUIRED SEPTIC TANK
_330 x 2 = 660 GAL.
PROPOSED SEPTIC TANK
N
SIZE OF LEACHING FACILITY REQUIRED
DESIGN PERC RATE ---<_Z-----MIN. /INCH
LONG TERM APPL. RATE-2.1-4-GPD/S.F.
0
a
;g
33.9 SIZE OF LEACHING SYSTEM PROVIDED:
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 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.
;c
OBSERVATION PORT(S)
// SCREW CAP
� � I url FAI FAi
2.83' --}--- 2.83'
�---- 8.50' --
I
330 _ 0.74 SF/GPD = 445 S.F. MIN. REQ.
USING 27 QUIK-4 INFILTRATORS CHAMBERS
LOW PROFILE UNITS AND NO STONE AROUND
4.73 SF/LFX(3x36) =511 S.F
511 x 0.74 G/SF = 378 GPD
378 GPD PROV > 330 GPD REQ. = 48 GPD RES.
NO (GARBAGE DISPOSAL / GRINDER ALLOWED)
GROUNDWATER ADJUSTMENT
BOTTOM OF HOLE 132"
DTH #1 ib INDICATES DEEP
�48"
TEST HOLE
INDICATES
P-1 PERC TEST
NO MOTTLING
NO WEEPING
=♦ 132" INDICATES ADJ. GROUNDWATER
=> INDICATES OBS. GROUNDWATER
VARIANCES REQUESTED
TO ALLOW THE LEACHING CHAMBERS TO BE 16'
FROM A CRAWL SPACE IN LIEU OF 20'.
A 4.0' VARIANCE IS REQUESTED
D.T.H. #1 0
$•
DATE: 4/29/15
.
GROUND ELEV. 37.7
ADJ. GW 26.7'
FILL
30"
A
LOAMY SAND
10YR 3/2
34"
ELEV = 34.9
B
LOAMY SAND
7.5YR 5/8
ELEV = 32.7
C
MED. SAND
2.5Y 7/6
1140. G.WATER 1132"
2�1'
054"
ELEV =
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