HomeMy WebLinkAboutEngineer Plans - 2021LOCUS MAP
TOP OF FOUNDATION
EL. 14.59' ��IITI' ILII
N EL 11.E
SECTION DETAIL COMPONENTS
NOT TO SCALE
EXISTINGEL. PROPOSED PROPOSED
12.T±
SEPTIC TANK � DISTRIBUTION BOX SOIL ABSORPTION SYSTEM EL.
LHMblo
J EXISTING1,000 GALLON LJ EL. 11.2
SEPTIC TANK j
NOT TO SCALE L. -J
4. INSTALL GAS BAFFLE AT OUTLET
DESIGN CALCULATIONS
INSPECTION
FLOW RATE -
PORT 12.83' 4'
:.
3 BEDROOM DWELLING = 330 G/P/D REQUIRED �. TYP. 5' FLOOD ZONE AE
(110 G/P/D PER BEDROOM x 3 BEDROOMS) vv'-\ EXCAVATION..(EL. 11')
NO GARBAGE GRINDER ALLOWED / f FLOW (SCALED FROM FEMA NFHL.VIEWER)�
EXISTING SEPTIC TANK + 1/BARRIER ® e
330 G/P/D x 2 = 660 G/P/D REQUIRED 1 ) DISTRIBUTION
USE EXISTING 1000 GALLON.
SEPTIC TANK I 0 I LINE TYP DWELLING
PROPOSED SOIL ABSORPTION SYSTEM- I / /
WATER
PERS RATE _ <2 MIN/IN - CLASS I SOIL j 1 BENCHMARK / . SHUT-OFF I.P.
SIDEWALL = (24 + 12.83)(2)(2) = 147.32 S.F. - 1 O -T --DISTRIBUTION TOP OF SURVEY H
BOTTOM: (24)(12.83) = 307.92 S.F. I BOX - EL. 11.40' M.S.L.± \
(147.32 + 307.92)(0.74) = 336.87 G/P/D PROVIDED 1 I 9.70' 11 USE: (2) 500 GALLON LEACH CHAMBERS W/ STONE LEACH /
AS SHOWN IN DETAIL. j �' PCL. 69 J
� L-- CHAMBER TYP. / -
00
DEEP HOLE DATA S.A.S. DETAIL s • N �2 000D' I
PROPOSED. L -, DRIVEWAY
PERFORMED BY: JASON C. ELLIS, R.S_ S.ES.A.S.
WITNESSED BY: PHILLIP. RENAUD, YARMOUTH BOH APPROX. PCL. 59 ,• TH#1
TEST DATE: SEPTEMBER $ 2021 EX(REMOVE)ISTING A S �e �k 12 --DEPTH .I
1
0.00 EE. q_' T"` „ 8' • 7 113' E,XISnNG 1 o
DWELLING
CF F1i a1^' TL'4 'd /• 1 f:. ' I O
DLL M7CN,EL '� / O .r: I T.b.FDN.= o
1.25' 10.15 j ry ,-p ��
A c' `� EL. 14.59' �L._
LOAMY SAND J LADUE +n PCL.. 60 O O, -.y' DECK
1oYR4/4 e.9` No 37r,6070 z I I I LOT
11
q T
4,893 S.F.±
LOAMY SAND
1OYR5 6
2.5'-/ a.9' ww� F�3 101 --ice GP
-EXISTING -�-�
INE $AND / t J o SHED
MEDIUM --SEPTIC TANK
(TO REMAIN).. 12p2p0•6
PERC ®30'
<z MIN./IN. N WELLING
11.25'D.1 s'
GROUND WATER MICHAEL LADUE, P.L:S.
ENCOUNTERED
® 114" (EL. 1.9') LADUE LAND SURVEYING PCL. 67
VARIANCE REQUESTS:
1
i IOF MPCL. 61
qS 310 CMR 15.211 SURVEY PLAN REFERENCE: PROPERTY OWNER AND
9,qt 1. 5' FROM PROPOSED S.A.S. TO LOT LINE (PCL. 69} PLAN BOOK 56 PAGE 85 CONTRACTORS TO VERIFY
ASON "fG. (10' REQUIRED, 5' PROVIDED, 5' VARIANCE REQUESTED THIS PLAN IS FOR SEPTIC SYSTEM ALL WATER LINES AND GAS
CH .TSTOPHER um ) DESIGN PURPOSES ONLY. UTILITIES ON PROPERTY.
2. 2' FROM PROPOSED S.A.S. TO LOT LINE (PCL. 60)
ELLIS N (10' REQUIRED, 8' PROVIDED, 2' VARIANCE REQUESTED).
310 CMR 15.255 (5) 15. INSTALL 40 MIL POLY FLOW BARRIER AS SHOWN AROUND S.A.S.
3. MODIFY CONSTRUCTION IN FILL - LESS THAN 5' AROUND
S.A.S. IN AREA OF EXISTING SHED. FROM EL. 12.0' DOWN TO EL. 9:0'.
*i II,A4:1 Pei 3.10 CMR .15.212 (/)() 1 b 18: J.C. ELLIS DESIGN CO. INC. TO CERTIFY THE SOILS AFTER REMOVAL
l OF EXISTING S.A.S. AND TO CERTIFY SYSTEM AFTER INSTALLATION.
4. PROPOSED LEACH AREA TO BE 4.7' ABOVE ADJUSTED 17. CONTRACTOR TO LOCATE AND VERIFY ALL EXISTING PIPE INVERT
JASON C. ELLI R. S, HIGH GROUNDWATER LEVEL. (5' REQUIRED, 4.7' PROVIDED, ELEVATIONS PRIOR TO CONSTRUCTION.
0.3' VARIANCE REQUESTED).
-
(2) 500 GALLON. LEACH CHAMBERS
r n=rl -I III -I I I� I�
I_ ITI I1=I 11-111=1I.
E 11 1 1 III -I L
aEe•
_111.-111
C0
11-111 11711-111�1I lel L
RADE
'. 2" OF 1/8' TO 1/2"
W/IN 8'
DOUBLE WASHED PEASTONE�
OF GRADE
_
r3
EL. 11.13'
z1o'
EL. 11.0
1
3/4" TO
1 1/2- 24' LONG x 12.83'. WIDE x 2' DEEP }
DOUBLE WASHED STONE 4.7 EL. 9.0'
EL OBS. = 1.9' EI_ ADJ. - 4.3' + 17
GROUND WATER ELEVATION
REFERENCE WELL = MIW-29 ZONE A
BENCHMARK
AUGUST 2021 LEVEL 9.29'
TOP OF MAG. NAIL
EL 11.11' M.S.L.±
ADJUSTMENT FACTOR _ 2.4'
CITES
s
'
i ALL PRECAST COMPONENTS TO. BE H-10 RATED. ALL.
COMPONENTS WITH ANY .ANTICIPATED VEHICULAR TRAFFIC
w
TO BE. H-20 RATED.
ELEVATION DATUM IS FROM USGS QUAD MAP.
.� $ d
.. THIS PROPERTY IS SERVED BY MUNICIPAL WATER..
r E A \
ALL CONSTRUCTION TO
CONFORM WITH 310 CMR 15.000
c 9 a r 1
AND ALL OTHER. APPLICABLE LOCAL, STATE AND FEDERAL
y,1 dy 1�1
i. O
CODES AND REGULATIONS.
INSTALLER/CONTRACTOR TO REVIEW &. VERIFY ALL
e 8 aELEVATIONS
OrT
AND DETAILS AND REPORT ANY DISCREPANCIES
Lmw
a O
TO DESIGNER PRIOR TO CONSTRUCTION OR ASSUME ALL.
'00000
RESPONSIBILITY.
3 9 IZI
INSTIS RALLONSIBLE FOR MAINTAINING
t
c e Qy
SAFE WORK AREA, VER FINGR UTILITIES AND
DIG SAFE PRIOR TO CONSTRUCTION.
w. m H E
7
ANY CHANGES TO OR. .DEVIATIONS FROM THIS PLAN MUST
=
BE APPROVED IN WRITING BY J.C. ELLIS DESIGN CO. AND
v >BOARD
OF HEALTH.
e a
8
FINISH COVER OVER COMPONENTS. IS NOT TO EXCEED 3'
' PER 310 CMR 15.000,.
�,
ALL ABANDONED SEPTIC SYSTEM COMPONENTS TO BE
PUMPED DRY AND REMOVED AND REPLACED WITH CLEAN
MEDIUM SAND.
a
ALL COMPONENTS TO SE..PROVIDED WITH WATERTIGHT
ACCESS PORTS WITHIN 6" OF FINISH GRADE.
11.
ALL SEPTIC TANKS, DISTRIBUTION BOXES AND PIPING TO
INSTALLED WATERTIGHT.
iBE
12.
NO KNOWN WELLS EXIST WITHIN 100' OF PROPOSED
LEACH AREA.-
�' �s15�311�1"Ls L7 13
EXCAVATE L UNSUITABLE O
DER DDOWN SC
NECESSARY, 5' AROUND UNIL
AND.A
S.S TO LAYER
I _ -
AND REPLACE WITH CLEAN MEDIUM SAND.
OCT 14 2021 4
CH AREA TO BE PROVID WITH AT LEAST NE
INSPECTION PORT CONSISTING OF A PERFORATED FOUR INCH
PIPE PLACED VERTICALLY DOWN INTO THE STONE TO THE
NATURALLY OCCURING SOIL OR SAND FILL BELOW THE STONE.
HEALTH DEPT.
THE PIPE SHALL BE CAPPED WITH A SCREW TYPE CAP AND
ACCESSIBLE WITHIN 3" OF GRADE.
SEPTIC SYSTEM UPGRADE PIAN
J.C. ELLIS DESIGN
SUBJECT:
13 FRANK BAKER ROAD
YARMOUTH, MA
m
IW
PREPARED FOR:
U
MARIE PANCZYCK
797 ROUTE 28
SOUTH YARMOUTH, MA 02664
ASSESSOR'S
-`- P.O BOX51'-_---
MAP 33 PARCEL. 68 -----
SCALE: 1" 20'
NORTH EASTHAM, MA 02651
(508)240-2220
Email: joson@jcellisdesign.com
DATE: SEPTEMBER 8, 2021 SHEET 1 OF 1