HomeMy WebLinkAboutEngineered Plan - Rev. 2015TOP OF FOUNDATION
ELEV. -100-001_-
(AS$UMEQ)
30'
10 FT. MINIMUM
4" CAST IRON PIPE
PITCH Q1 /4") PERIMUFTM
20 FT. MINIMUM FROM
10 FT. -MINIM
CONCRETE'
COVERS ~-Jj
FLOW LINE
CRAWL SPACE
SLAB
4" SCHEDULE 40 PVC PIPE
MIN. WITCH 1/8" PER FT.
9
SOII ST
DATE OF �,SOI� TEST MA 14 201
$OII. TEST DONE `BY SW ETSR EN IN RING
CLEAN SAND WITNESSED eY A• VON HANE- ---r--
INSPECTION LOAM0RT AND SEED OBS�RYATION H=_
ELEV,_ �8•�
2" LAYER OF PPRCOLATION RATE < -24-_ MIN./INCH AT58 _ INCHES
1/8" TO 1/2"
WASHED STONE
00.20 MAX OR FILTER FABRIC
7.95 MIN. NOT
TREQUIREQ
TEE
II --- - -.- __
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR O
SOIL TEST LOCATION
UTILITY POLE -'o-
TOWN WATER -W-W�
CATCH BASIN �® j
GAS LINE G
CESSPOOL O C.P.
CLEANOUT 0,
DEPTH
ELEV.'v
=
MIN.
COLOR
MOTT. OTHER
ELEV.
•
E0"
2
900 L VEL
o 0
o
10YR6/1
ELEV. _ �-
5-•26"
B
ELEV. _ _
96�Q7 6" S MP ELEV. = _K-
ROOT$
26-120"
C
COARDE SAND
BAFFLE
5 GRAVELS
DISTRIBUTION R
ELEV.
LIQUID
OUTLET
pox lfuu.:
=
14 INCHES
19 INCHES5V
(TO BE PLACED ON FIRM BASE)
nD GALLON
TO BE WATER TESTED
IF MOq.E THAN ONE OUTLET
-4-FEE T
5 FEET
6 FEET
8 FEET
24 INCHES
34'INCHES
SEPTIC
TANK
(TO ,BE PLACED ON FIRM BASE)
3/4" TO 1 1 /2" CLEAN
DOUBLE WASHED STONE
FREE OF FINES ac SILT
SEWAGE
DISPOSAL SYSTEM PROFILE
NOT TO SCALE
II --- - -.- __
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR O
SOIL TEST LOCATION
UTILITY POLE -'o-
TOWN WATER -W-W�
CATCH BASIN �® j
GAS LINE G
CESSPOOL O C.P.
CLEANOUT 0,
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-5" '
Ap
LOAMY SAND
10YR6/1
0 ROOT
5-•26"
B
LOAMY SAND
10YR6/6
ROOT$
26-120"
C
COARDE SAND
2.5Y7/4
5 GRAVELS
97.$:
90.0
8P.2___ .
7.20 Cn -WATER ENCOUNTERED AT _ ELEV. _ _'90?,_
01Q. 0 95.87 DESIGN CALCUL AI ION$
ELEV. _ __r NUMBER OF BE4ROQMS
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW 3 330_ GAL./PAY
4 HIGH . CAPACITY INFILTRATORS WITH (110 CAI.. /DAY X _�. BR)
STONE IN AN z REQPIRED SEPTIC TANKOAPIACITY :199- Ct.
GAL
WELL A1W 2 ACTUAL SIZE QF SEP
TIC A
11 X36 k 100 TRENCH FORMATION 5.07 ZONE'-�- i SOIL CLASSIFICATION �----
SOIL ABSORPTION _�_ MIN:/IN.
INDEX 0.9 (4/2010 DESIGN PERCOLATION RATE
ADJUST •8 %�/'/c3� AC'S EFFLUENT LOAFING RATE !� GAL./PAY/S.F.
(� LEACHING AREA SR FT
SYSTEM (SAS) (11X36)+(47X2X1p/12)
LEACHING CAPACITY (AREA X RATE) 35140,9 4AL./DAY
90.8 474.33 X 0.74
USGS PROBABLE WATER TABLE ELEV, _ RESERVE LEACHING CAPACITY qAL./DAY
OBSERVED WATER TABLE BOTTOM OFTESTHOLE ELEV. _ dK2
N QTS,
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO O,E.P.
TITLE � AND THIr :TOWN'S RULE$ ANQ'REGULATIONS FOR
A OF SEWAGE
LOT j63A
15, 676..3 f S F.
98.10
"SOIL \
Q. TEST
BOX 11 98.2 x 98.1 �' DRIVE
Op• \
C)
1500 GALLON o0
• 100.0 O SEPTIC TANK \ -
200• a
a
o _I
OHO
95.7
" 98.6
98.5 lOpO
L 98.5
98 S
98.2
•
U97.
IS .
90.67' ___--•l97 0
___-- g E.jN�'�LN A VENUE'
96.2
0
THE SUBSURFACE ularVa
2. ALL COVERS TO SANITARY UNITS SHALL BE BRPUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H•-10 LOADING UNLES$ THEY ARE, UNDER OR WITHIN
10 FT. OF QRIVE5 OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 1Q FT. OF DRIVES OR PARKING' AREAS.
4. ANY MASONARY UNIT$ USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 15 TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-$88-�44-7233 AT LEAST ?2 HOURS
PRIOR TO COMMENCING WORK ON SITE.`
7. CONTRACTOR IS TO VERIFY GRADES. AND ELEVATIONS AS .WELL 'AS
SITE CONDITIONS PRIOR TO COMMENCING N(ORK ON $ITE ANY VARIATION,
IS TO BE ..BROUGHT TQ THE, ATTENTION OF, THE DESIGN ENGINEER
1Y IMMEDIATELY.
8. PARCEL IS 1N FLOOD ZONE
9. LOT-..lS-SHOWN QN A5cESSOR9 MAP -:54 AS PARCEL 1Z
10. EXISTING CESSPQOLS (3) ARE TO BE PUMPED AND REMOVED AONQ
WITH ANY POLLUTED SOILS ENCOUNTERED.
Ptrmit valid for REPAIR OF SEPTIC SVSTIEM
ONLY due to State and Local septic variances.
Curd of flef'Sh review and alIproval is required fair
t3 %
any future add itions/renovations/aIterations to
X09 R�5 3%r
tiF �s , sewage facilities -and/or structures/dwelling.
ROS!r ' 2
?' t' Yae'mooh flealfh Di*partment
WI �.r> .�. �� = r
`i4i3Q1� > Es
979 /
IS 1011 '7i
�-
w
Date,
AP R6VPD: BOARD. of HEAL'I -
JUN 2 a 2U15
HEAL TH DEPT. DATE AGENT
oil
ST YARMOUTH, MASS..
3$ I, COLLA AW., LST 83
JtrFFERSON
LOC. 'EST YARMOUM
ASHINGTON �+
W 203 SETUCKEfi ROAD
508- P. 0. BOX 713
ca 385-6900 SOUTH DENNI$, MASS. 02660
Q o
o Locus
- SCALE
LINCOLN o DATE MAY 1$, X015 �" = 20'
REV JOR NO!
r 29 � �// JUNE 18, X015
TI
pN MAP REv. $MEET 1 OF
1
�ocA
G• S9 PR J 7. 61-00 dw 7561-SAS1.L1wG Q 2015 SWIrETSER ENGINEERING