HomeMy WebLinkAbout236 Center Street - Site & Septic Planr14.8
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_11,9.9e9 Vegetated Wetland --i i52
Bor
p - ` Vegetated � ga
denr+g 0 c° @
L
27p-23' h� do 2onehPr
\ .17. 0 17.4_ 18 -
70 r \. '
185 \
x 9 \ \ 192
20.0_._ O•e
Zo
x1.2 2,L
41 \ " 197 21.4 x 2
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N x 18.6 't. x 21.8 R�22:1
LOT 7 _
Area= 79,840 SF -t , \ 22.5
. - - 19.4 ,Z � \ ,r X
21.9
z 19.4 1" ` � 22.9' � IC
E x 2d2
16 2.80
_ 201 x
NQ -- 198 . /
g0 r' - 2.57 22i\
o t }O�1 - 1 + _ 1.O�dg i 2.36
I '1 N / 1.95 x'd,9 x 22.7
-2013 R /
2.75
p1t i
"ZU_' -:.. - 1.2 2 _. 3.08 x 22.4
2D.4 Ifc
�Isl �/ ( 7* 202 104 r� C�t3�,�
f['! 20.7 ��i`'L� j � - x 225
I. N I �....N - l I - a 0.72 ? a 1.88 ) 1.76 2\
c0 '�-•.� ;; „ zo.2x-ear - ''tt�.11..YY
2.14\ 2
jt 20.8 x 21.7
I I �2o.e z 22.0
2C3 .: Z p�:i #3V 20� -Y� -'2.03 21.8cl
\
+ 20.5
0.17 f e 5
' 0'4PROPOSEF) WATER
20.4 / w w- W w -I w
.7 / _ - 19.6 +I
} 198 x 272 /rr TOP OF FOL .D 10:'
x18,5 - - 19.8'�x
8 I"1 `'�--..:.�, ExisHn3 323 5.F
I Bedroom Cettae
/g \ �,19. TO BE DEMOL15tD
I A
YRB (FNp) ' (3m +19 18 - 7P
Y+
_ x 18.3 �. -PROPOSED TIC -H 7A.
Appror. Location of / 4 (o (2000 GALLON l'4.)
existing Septic ,� 17.63 x .6 Y ` �e� --- -
Serwng / t91� - um 17.9 Arproximate Lcc.on
Main House TO _ of Fx15tm6j Ce- 51" A
r I - ! m ;:^�l^t ° 'x 18.1 _ (SEE NOTE N7)
Apr" yam
__ la
1 166 x 170 FLOW PROFILE:
16,9 NOT TO SCALE
6 /° x '6 TOP OF FOUNDATION
\% 116ro 16.0 --1 EL=22.0-
;i 164 '.1
7.0
x I O
?6 s 0154 - x 1 O
f �Lts'�
DEPTH FROM
SURFACE
(INCHES)
501L
HORIZON
501L
TEXTURE
(U5DA)
501L
COLOR
- (MUN5ELL)
501L OTHER -
MOTTLING
0-1 2'
A
LOAMY 5AND
I CYR 3/3
_
NONE
12-3 1'
B
SANDY LOAM
I OYR 8
NONE_
31-72'
CI
15ILT LOAM
101'R 4
NONE
72-165"
C2
BLUE CLAY
I OYR GLEY 14
G- I NON=
LOCU5
S^
�E
TEST HOLE 2: EL= 19.6±
m 3
DEPTH FROM SOIL SOIL SOIL SOIL OTHER
SURFACE HORIZON TEXTURE COLOR MOTTLING
(INCHES) (U5DA) - - (MUN5ELL)
0-14"
A
LOAMY SAND
IOYR 3/4'
NONE
14-48"
B
LOAMY SAND
I OYR 5/8
_
NONE
48-150'
Cl
SILT LOAM
I CYR 5/2
20% .5 YR 5185 48"
150-195'
C2
MEQUIWEINE SAND
I OYK 7/3
NONE
Homers Dock
3
a Lookout
N
l TEST HOLE 3: EL=20.0+
DEPTH FROM SOILSOIL - SOIL' SOIL OTHER
SURFACE HORIZON TEXTURE - COLOR MOTTUNG
(INCHE5) (USDA).. - (MUN5ELL) -.:.
O-1 G'
A -
LOAMY SAND
I OYR 3/4
NONE
16146'
B
LOAMY SAND -
IOYR 518
NONE
46-1 20'
CI
I MEDIUMEINE SAND
I OYIZ 713
1203. .5 YK 5/5) 48"
NOT TO SCALE
LAND COURT PLAN 1 5849-E
CERTIFICATE # 1 9GO94
3
: x 1 :'FLOAT INSTALLATION NOTES:.
15 15.2 / Vehcl, ;racks (.)FLOAT SHALL BE INSTALLED WITH ACABLE WEIGHT M _ `'�xs'1FL'I
sting - 2.) FLOAT SHALL BE INSTALLED 50 THAT THEY CAN BE
x A ACCESSED FROM OUTLET MANHOLE COVER
\G 3.) FLOAT MUST BE INSTALLED 50 THAT IT IS .I 1 OUTLET SHALL BE SEALED
15 15��-!, -
.5 .- /-PRCPl7iED ROPT (SEE MOTES) _ %� r7'
/ FREE TO MOVE THROUGHOUT ITS TRAVEL 19.0± _ �
17.63 ON at 3/5 Capacity
GROU
(1373 Gal.) 4'-3' EL- G.0-
YRB (TND 4 1'- 2'_6' HF;H -NDWATFR BASED ON MOTTLING .Tim Sherry N o m e s -
1q 13.6 -
14.4 BUOYANCY CALCULATIONS: 3 ° P.O. Box 1 69, East Dennis, Ma 02G41
13.5 F. r ... + a (.Ils I'` .,:+ ,m .,, JR I
g0, P P f 2000 GALLON MONO SEPTIC TANK
a E 1a9� 1304 / PROPOSED SITE SEPTIC SKETCf1 PLAN
,q t J S 236 Center Street, Yarmouthport, Ma
N d 14,3 Fel=(1 .234118'X3.C)62:?LE/CF S• G-1 a JIM. �1REILLY $C ASSOCIATES INC.
- 16,294 lbs 2000 GALLON MONO -, -
S l_TANK 17,853 MIGHT TIGHT TANK S^�v
1j CB (TND) Fw = 17,853 IIs. (Per. Spec) c orc. ) Professional Engineering & Land Surveying Services
BENCHMARK: F\.+1= 17,853 lbs > FBI= 16,293 lbs i "'- - _- - --` g g
m o � Top of Concrete Bound U5E 5T -20C MONO 5EMC TANK BY 5HOREYP,ECA5T CONCRETE PRODUCTS
N -
EI =22.8± (1988 NAVDj (Based On High 7 �� �.
,,{t/� pn p� eQi4.3 �T
WOR[ MUST CONFO O ALL UP#43/40 Groundwater EL=16.0) �J% /�/" 0 3O GO 90 1573 Main Street - Route BA
P.O. Hos 1773
2p p p - (508)896-6801 `Office Brewster, MA 02631 (508)896-6602 Fax
T -
j 1\I U L#WS CX REGULArTIONS SCALE I"=3O'.. DATE: SCALE: BY: CHECK: JOB NUMBER:
G:Wl1ot\Tlm5herryHomes\23GCenter5treet\7030TIGHT TANK.DWG 2/ 1 O/ 1 5 A5 Noted AFM KEF SMO -7030
saw �� r�i ri, rernTrR flCr]T f1 ATC -
ASSESSORS' MAP 140 PARCEL 45
DATE OF TESTING: 12/12/14 -
WITNESSED BY: KEITH E. FERNANDE5, PE, J.M. O'REILLY t ASSOCIATES, INC.
,'YARMOUTH HLTP DEPARTMENT
AMY Von HONE, A5515TANT HEALTH DIREC`TORfA
ESTIMATED 5EA50NAL HIGHGROUNDWATER BASED ON ELEVATION OF MOTTLING IN TEST
PIT #3 (EL= I G -0-t)
LEGEND
uffer..
-F 32 EXISTING CONTOUR
e
GENERAL NOTES:
32 PROPOSED CONTOUR
xr2.34
EXISTING SPOT GRADE
24x5
PROPOSED SPOT GRADE
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER TIGHT TANK
cs (TND)
_w_
WATER SERVICE LINE
It22.6 UNLE55 H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN-
-E-
UNDERGROUND. ELECTRIC LINE
- LF55 CONSTRUCTED AS SHOWN ANYCHANGE5 SHALL BE APPROVED IN WRITING.
-
-'-U-
- UNDERGROUND UTILITY SERVICE
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERJFYING THE LOCATION OF ALL
GAS SERVICE LINE.'
UNDERGROUND AND OVERHEAD UTILITIES PRIORTO COMMENCEMENT Of WORK.
TEST HOLE /BORING LOCATION
CONSTRUCTION NOTES:
TT
PROPOSED TIGHT TANK
CO
UTILITY POLE
®
CATCH BASIN
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
-
100
FIRE HYDRANT
TIME 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
®
WELL
2-) TIGHT TANK SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN
®
DRAINAGE MANHOLE
MECHANICAL LY COMPACTED, OR ON A G INCH CRUSHED STONE BASE.
CONCRETE BOUND, FOUND
3.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
--
TOP OF BANK
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE-
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING
iL
-x-z-
LIMIT OF WORK
THAT ALL WORT. HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF TH`.
O'I
"FENCE
F-P.'.RiT AND An ROVFD PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED
+.�
FfIC+FOF (I F/jplp.Ir
•.Y
APPLE TREE
FI 105 IIJT �iO1JT OF TANKS, INCLUDING RISEE CR COMPO(JEN75. COVERS TO GR^ -.i
_L'ALL ALSO EE r<AD WATERTIGHT.
MAPLE- TREE
5J CONTFAC70R SHALL VERIFY BUILDING 5t7BACK5, BUILDING HEIGHT, AND
O
CEDAR TREE
BUILDING COVERAGE: COMPLIANCE WITH ZONING SETBACKS 15 NOT EXPRESSED
J
OR IMPI-IED HEREON.
6.)OWNER /CONTRACTOR. SHALL REVIEW AND APPROVE HOUSE LOCATION AND
F
SYSTEM DESIGN.
CALCULATIONS:
-
GRADING PRIOR TO EXCAVATION. - -
7.) EXISTING CESSPOOL TO BE PUMPED DRY, FILLED WITH CLEAN SAND,
SEWAGE DESIGN FLOW: -
I BEDROOM DWELLING @ 110 GPD = I
10 GPD
AND ABANDONED IN PLACE.
TIGHT TANK. CAPACITY REQUIRED:
DAILY FLOW = I 10 GPD @ 5CYT,' = 550
GAL. REQUIRED
TIGHT TANK CAPACITY PROVIDED:
'
2000 GALLON MONO TIGHT TANK (MIN. ALLOWED)
-
INSTALL
F" OVER
ONE (1) - 2000 GALLON MONO TIGHT TANK
ONE (1) - ALARM PANEL WITH FLOAT
v -
ONE (1) - POLYLOK 3008 -WEST - 24" PLASTIC FLAT COVER WITH FOAM GASKET
Name Date
COVER SHALL BE SCREWED TO RISER
WITH PROVIDED 5QUARF_ DRIVE 5CRJEN5
24' PLASTIC COVER �y�jHC!/?�
gP<'\AN OFA^ r
SsL Fa
Use POLYLOK 3008-WE5T >
(Water -Tight and Screwed in Place) /1Gr /y;?yr/ y-�
u<.< *
° ",tip
a
ev'>`J JOIiN g
{ Prono5ed EL= 19.5±
hl.
i
O'RE1LLY41,
ala
NO. 4M3
'd
cp
9' Proposed 1A 7+
3
: x 1 :'FLOAT INSTALLATION NOTES:.
15 15.2 / Vehcl, ;racks (.)FLOAT SHALL BE INSTALLED WITH ACABLE WEIGHT M _ `'�xs'1FL'I
sting - 2.) FLOAT SHALL BE INSTALLED 50 THAT THEY CAN BE
x A ACCESSED FROM OUTLET MANHOLE COVER
\G 3.) FLOAT MUST BE INSTALLED 50 THAT IT IS .I 1 OUTLET SHALL BE SEALED
15 15��-!, -
.5 .- /-PRCPl7iED ROPT (SEE MOTES) _ %� r7'
/ FREE TO MOVE THROUGHOUT ITS TRAVEL 19.0± _ �
17.63 ON at 3/5 Capacity
GROU
(1373 Gal.) 4'-3' EL- G.0-
YRB (TND 4 1'- 2'_6' HF;H -NDWATFR BASED ON MOTTLING .Tim Sherry N o m e s -
1q 13.6 -
14.4 BUOYANCY CALCULATIONS: 3 ° P.O. Box 1 69, East Dennis, Ma 02G41
13.5 F. r ... + a (.Ils I'` .,:+ ,m .,, JR I
g0, P P f 2000 GALLON MONO SEPTIC TANK
a E 1a9� 1304 / PROPOSED SITE SEPTIC SKETCf1 PLAN
,q t J S 236 Center Street, Yarmouthport, Ma
N d 14,3 Fel=(1 .234118'X3.C)62:?LE/CF S• G-1 a JIM. �1REILLY $C ASSOCIATES INC.
- 16,294 lbs 2000 GALLON MONO -, -
S l_TANK 17,853 MIGHT TIGHT TANK S^�v
1j CB (TND) Fw = 17,853 IIs. (Per. Spec) c orc. ) Professional Engineering & Land Surveying Services
BENCHMARK: F\.+1= 17,853 lbs > FBI= 16,293 lbs i "'- - _- - --` g g
m o � Top of Concrete Bound U5E 5T -20C MONO 5EMC TANK BY 5HOREYP,ECA5T CONCRETE PRODUCTS
N -
EI =22.8± (1988 NAVDj (Based On High 7 �� �.
,,{t/� pn p� eQi4.3 �T
WOR[ MUST CONFO O ALL UP#43/40 Groundwater EL=16.0) �J% /�/" 0 3O GO 90 1573 Main Street - Route BA
P.O. Hos 1773
2p p p - (508)896-6801 `Office Brewster, MA 02631 (508)896-6602 Fax
T -
j 1\I U L#WS CX REGULArTIONS SCALE I"=3O'.. DATE: SCALE: BY: CHECK: JOB NUMBER:
G:Wl1ot\Tlm5herryHomes\23GCenter5treet\7030TIGHT TANK.DWG 2/ 1 O/ 1 5 A5 Noted AFM KEF SMO -7030
saw �� r�i ri, rernTrR flCr]T f1 ATC -