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I. ... A.) NEITHER DRtVEWAY3 NOR FAPJJNG AKLAO AK[ ALLLANCLJ WCK DCrI IL. DTDI GM
UNLESS H-20 COMPONENTS ARE USED.
B.) THE DESIGNER WILL NOT BE F-- i N51BLE FOR THE SYSTEM AS DESIGNED UN-
LE.55 CONSTRUCTED AS SHOWN .jj11 A�NY CHANGES SMALL BE APPROVED IN WRITING.
? C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL
' CEMENT OF WORK.
DEPTH FROM SOIL
SURFACE- HORIZON
ONCHCS) ' ..
SOIL
TEXTURE
(USDA)
501E
COLOR -
(MUNSft)
SOIL OTHER
MOTTLING
00-
Fine 5and
loyp sit
NOME
T--3 1• -15
Lbarry Fine 5and-
locus
NOME Fern 911 290
3 ' I
Medium to Coarse Gram 5and
I OYR 614
1 NONE '
9 BEDROOM DWELLING @ 110 GPD - 330 GPD .
LEACHING CAPACITY REQUIRED: `.
3 BEDROOMS (MA)(.) g I lO GPD = 330 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED: r
k
UNDERGROUND AND OVERHEAD Ui'IUTIES PRIOR TO COMMEN DAILY FLOW - 330 GPD @ 200 = 660 GAL REQUIRED
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DATE OP TESTING: 06112!03
he
PERCOLATION RATE: LE55 THAN 5 MIWNCH IN •C' LAYERS.
CONSTRUCTION NOTES: 55bOGAINANSKPNIN.
locus
I x
4i 0' 6
WITNESSED BY: MATTHEW T. FARRELL, ER, BENNETT 4 OREILLY, INCE ALLOWED)
'-
,�
s
EXISTING CONTOUR
-�- - DAVID FLAHERTY. AGENT, YARMOUTH HEALTH DEPARTMENT
-
4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. UNE SHALL BE CAPPED
a
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, WATER ENCOUNTERED AT 36' 1`L-2.1 LEACHING CAPACITY PROVIDED:
USE A LOADING RATE OF 0.74 GPD)5r FOR 512ING OF SOIL ABSORPTION SYSTEM. ONE(!) 46' x 10'x6' LEACHING FIELD CAN LEACH:
4Cx 10`x6'
-
TITLE 5. AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
1500 GAll.o N
AT END OR AS NOTED.
U51NG THE RECORD SEWAGE 51OPMAL SYSTEM DESIGNS FOR PARCELS 98 AND 99, THE Vt-((46 X 10)) x 0.74 GPD/5F-340.4 GPD
CHAMBERS{S) ANI? Di ON
dro
PARCEL 98.
2J SEPTIC TANK(5), GREASE TRPP(5), DOSING ADJUSTED GROUNDWATER ELEVATION 15 2,5 .340 GPD>330 GPD REQUIRED
EXISTING SPOT GRADE
i
'
LEACHING FIELD
- BOXIEST SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
ne elon
5EnC TANK
NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH TH15 DESIGN.
COMPACTED. OR ON A 6 INCH CRUSHED STONE BASE. - ..
irk
PROPOSED SPOT GRADE
- 3.) SEPTIC TANK(5) SHALLimm ASTM STANDARD C 1127-93 AND SHALL HAVE - :. - INSTALL: �
- :.. w
NO SCALE
+ j
AT LEAST THREE 20' DIAMETER MANHOLES. THE M;NIMUM DEPTH FROM THE BOT- 46'CO
- - a 0 GAD SEPTIC
TANKDISTRIBUTION
-- NOT TO SCALE
j
TEST HOLE /BORING LOCATION
TOM OF THE SEPTIC TANK TO THE FLOW UNE SHALL BE 48' - - ONE (1) - 350 BOX M- I 0 Ratecq
BOX TO A55URE EVEN DISTRIBUTION.
4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF 6'
ABOVE THE PLOW UNE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5.) RAISE COVERS OP THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST b
CONCRETE WATER TIGHT - RISERS OVER INLET AND OUTLET TEES TO WITHIN 6' OF
FINISH GRADE.
6.) PIPING SHALL CON515T OF 4' SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL
ONE (1) - 46 x I O x 6' LEACHING FIELD ,
a E LAND COURT PLAN 1 1781-8 i
d CERTIFICATE OF TITLE # 1 19108
;r A55E55OR5' MAP 14 PARCEL 94
N --; LEGEND
-
BE LAID ON A MINIMUM CONTINUOUS GRADE Of NOT LESS THAN I
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7.) D15TRJBLMON LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL 13E
I x
4i 0' 6
EXISTING CONTOUR
'
4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. UNE SHALL BE CAPPED
- X X
,
4Cx 10`x6'
-
32 PROPOSED CONTOUR
1500 GAll.o N
AT END OR AS NOTED.
H
LEAC (N G F (E LD
i +
,
PARCEL 98.
•I2.�+
EXISTING SPOT GRADE
D -BOX
LEACHING FIELD
8.) OUTLET PIPES PROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST
I 1
5EnC TANK
24TIP 5
PROPOSED SPOT GRADE
ti
2 BEFOR PITCHING TO 501E ABSORPTION SYSTEM. WATER TEST DISTRIBUTION
NO SCALE
+ j
PARCEL 99
(
TEST HOLE /BORING LOCATION
BOX TO A55URE EVEN DISTRIBUTION.
+
�.11-10
,.._1 . __„>.
ST
SEPTIC TANK
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6' MEASURED BELOW
+-- J+
`--
GB
DISTRIBUTION BOX
.
THE OUTLET INVERT. 1.
-
-
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 314' TO
_ __ _
r k e Daposai System
rx imag
5A5
SOIL ABSORPTION SY57EM
-1/2' DOUBLE WASHED STONE FREE Of IRON, FINIS AND OUST AND SHALL BE
ExsGng Cesspools v
--------'-- s '
PUMP CHAMBER
.
INSTALLED BELOW THE CROWN OF THE D15TRIBTION UNE TO THE BOTTOM OF THE
SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2'
WALL DETAIL:
"' ..
... T of R,»taln W. -=n .8
'
DUST.
f v 85-W
� �-r� J)� -Y" TI �{1
t ;�'E
LAYER OF 1/8' TO 1/2' DOUBLE WASHED STONE FREE OF IRON. FINES AND
_ -
N
t .
I L .)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET;
NOT TO SCALE
- - -
_ _-
_ _-
FLOOD ZONE A 12, ELEVATION 10.0
'
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS,
`
,�10 -�{'},y
.. ,,.: maw.-�.""
_ ..� i Raved Sewage E tem
..�o Dt7posa `�
:4
,
'
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED.
T.O.W. EL -9.5
- •i.•
DB ,. `, ' SAS
L----------
a
12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM Of 9' OF
CLEAN MEDIUM SAND (EXCLUDING TOP501Q.
• .
13.) FINISH GRADE SHALL BE A MAXIMUM Of 36' OVER THE TOP OF ALL SYSTEM
COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER
--------
7
OF 9.
I.
r:11..14J
Exsbe �� w3,�
L�
-PARCEL 95
FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL -
40 mA HDPE Uil-
(`
Bedroom Dwelling on New
'
RECEIPT OF A CERTIFICATE OF COMPUANCE, THE PERIMETER OF THE SOIL ABSORP-
-
!
Foundatwn _
6�
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE Of SUCH
'
y 1r
O
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM.
.• e
,
` � �'
T of foundation EI -10.0
O
1
-
- 15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION
EAstmg Grade EL -5.0
•
O !
tmbr,3 T.O.F EI -5.8±
O
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE-
-.
•
QUIRES A VARIANC) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING
"•
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
°
•
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED.
..
• :1
w t! 411
.• • . LOT 48
Mea+6.800 SF± ` ;
E Stone I11
.
NOTE: DUE TO THE PROPERTY BEING LOCATED Drweway4
IN A 100 YR FLOOD ZONE. EL- I O.O. THE PROPOSED i _ 9•
1573 .Main Street - Route dA _
P.O. Box 1667
91896-6630 ,"Office Brevater, MA 02631 000896-4687`Fav
10'3
�L.ntcr
As Noted
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D"
4Cx 10`x6'
k
1500 GAll.o N
D -BOX
LEACHING FIELD
Ad.d
�.
5EnC TANK
c -r.1
ti
o.d
�.11-10
,.._1 . __„>.
1573 .Main Street - Route dA _
P.O. Box 1667
91896-6630 ,"Office Brevater, MA 02631 000896-4687`Fav
10'3
�L.ntcr
As Noted
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3733
r A.) NEITHER DRIVEWAYS NOR PARKRJG AIKEN:) AKr AU.UWCU vvcK err I w JTDILM
'UNLE55 H-20 COMPONENTS ARE USED,
BJ THE DESIGNER WILL NOT BE Rf5MN5tBLE FOR THE 5Y5TEM A5 DESIGNED UNI -
I LES5 CONSTRUCTED AS SHOWN.% ANY CHANGES SHALL BE APPROVED IN WRITING. `.
( C.) CONTRACTOR SMALL BE RESP ONSifit� FOR VER1P11NG THE LOCATION OF ALL
ENT OF WORK.
DEPTH FROM
SURFACE
(INCHES)
SOIL IL
HORIZON RE
(USDA)
SOIL' 508 OTHER z
COLOR MOTTLING
(MUN5EIJ _
A
an f
- i' -
a m
and • i N E ..
I' 2'
CI IMedium to
Coame Gram 5and I IM 6141 NONE htandivigWa
3 BEDROOA4 1M2LllNG 110 GPD = 330 GPD
'LEACHING CAPACITY REQUIRED:
3 BEDROOMS (MAX.) @ 110 GPD = 330 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED:
s
4.) SCHEDULE 40 PVC INLET AND OUTLET TEE5 SHALL EXTEND A MINIMUM OF 6'
A50VE THE FLOW UNE OP THE 5EPTIC TANK AND SMALL BE INSTALLED ON THE
CENTERUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5J RAI5E COVER5 OF TME 5EPTTC TANK AND DISTRIBUTION BOX WITH PRECAST b
CONCRETE WATER TIGHT;RISERS OVER INLET AND OUTLET TEES TO WTTIIIN O OF
FINISH GRADE.
6.) PIPING SMALL CON515T OF V SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL
.ONE (I) - 46 x i d x 6` lJ.`ACFIING PIELD - ,
in n LAND COURT PLAN 1 1781-B
a v CEKTIFICATE OF TITLE # 1 19108
A55E55OR5' MAP 14 PARCEL 94
LEGEND
UNDERGROUND AND OVERHEAD UTILRIES PRIOR TO COMMENCEM
DATE OP TESTING: OG! 12/03 DAILY FLOW a 830761`0 @ 20096 = 660 GAL REQUIRED
'
'
PERCOLATION RATE: Ll_95 THAN 5 MIN+INCH IN V LAYERS.N
SEPTIC TANK CAPACITY PROVIDED:
CO N STRU CT! O N NOTES:
D(1511NG CONTOUR
WITNE55ED BY: MATTHEW T. FARRELL. EIT. BENNETT i O'REILLY, INC. 1500 GAL. SEPTIC TANK (MIN. ALLOWED)
LOCUS
I
DAVID FLAHERTY; AGENT. YARMOUTH HEALTH DEPARTMENT
_
32
WATER ENCOUNTERED AT 36' .EL=2. t LEACHING CAPACITY PROVIDED:
1.) ALL CON5TRL=ON SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, USE A LOADING RATE OF 0.74 GPD/SF POR SIZING OF 501E ABSORPTION SYSTEM. - ' - .
ONE (I)- 46' x i d x-6 LEACHING FIELD CAN LEACH:
Rom'
TTTIE 5. AND THE REQUIREMENTS or THE LOCAL BOARD OF HEALTH. _
USING THE RECORD SEWAGE 51DPMAL SYSTEM DESIGNS FOR PARCELS 98 AND 99, THE Vt=[(4G X I ON x 0.74 GPD/SF=340.4 GPD
-SEPTIC
.
2.) TANK(5). GR&5E TRAP(5). DOSING CHAMBER5(9)-AND 1)(5TRJBUTION 340 GPD>330 GPD REQUIRED
MECHANICALLY ADJUSTED GROUNDWATER ELEVATION 15 2.5 - _
'Q^�0 -
AT END OR A5 NOTED.
Q I I
��F E L D
BOXES) SHAD: BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN
ne e
PARCEL 98
>
COMPACTED, OR ON A r. INCH CRUSHED STONE BASE. NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN:
O(
6.) OLITLET PIPES FROM D15TRJ5U ION BSMALL REMAIN LEVEL FOR AT LEAST
3.) 5EPT1C TANK(5) 5HALLMEET A5TM STANDARD C 1127-93 AND SMALL HAVE M5TA(L _
$
`
UM DEPTH FROM THE BOT- ... - co
- AT LEAST THREE 20' DIAMETER MANHOLES. THE MINIM46' ONE. (1) - t 500 GAL SEPTIC TANK I
NOT TO SCALE
a
TOM OF THE 5EPNC TANK TO THE FLOW UNE SMALL BE 48'. " - ONE { I) - 3 OUTLET" DISTRIBUTION BOX Ili- I O Rated} -
NO SCALE
i
PARCEL 99
J
m
TE5T HOLE 1 BORING LOCATION
4.) SCHEDULE 40 PVC INLET AND OUTLET TEE5 SHALL EXTEND A MINIMUM OF 6'
A50VE THE FLOW UNE OP THE 5EPTIC TANK AND SMALL BE INSTALLED ON THE
CENTERUNE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5J RAI5E COVER5 OF TME 5EPTTC TANK AND DISTRIBUTION BOX WITH PRECAST b
CONCRETE WATER TIGHT;RISERS OVER INLET AND OUTLET TEES TO WTTIIIN O OF
FINISH GRADE.
6.) PIPING SMALL CON515T OF V SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL
.ONE (I) - 46 x i d x 6` lJ.`ACFIING PIELD - ,
in n LAND COURT PLAN 1 1781-B
a v CEKTIFICATE OF TITLE # 1 19108
A55E55OR5' MAP 14 PARCEL 94
LEGEND
a.. •- a E' / �X�� Q�
i
•: , -.. �.,, .LOT 48 a„
WN Are3+6,800 5F±
E Stone
NOTE: DUE TO THE PROPERTY BEING LOCATED - Dnvew"dY i :4 IN A 10018 FI DOD ZDNF. FI - 10 Q. THF PRDPDSFD
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 1%.
D(1511NG CONTOUR
7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SMALL 1.3E
r
X 19 X G
- I
32
4' DIAMETER SCHEDULE 40 PVC LAID AT 0.005 PT1FT. UNE SHALL BE CAPPED
- PROP05ED CONTOUR
AT END OR A5 NOTED.
Q I I
��F E L D
I 1
PARCEL 98
+,aa+
IY15TINGSPOTGRADE
O(
6.) OLITLET PIPES FROM D15TRJ5U ION BSMALL REMAIN LEVEL FOR AT LEAST
' `4G
/
(
24x5
PFOP05ED 5POT GRADE
2' BEFORE PITCHING TO SOIL AB50RP1ION 5Y5TEM. WATER TEST DISTRIBUTION
NO SCALE
i
PARCEL 99
J
m
TE5T HOLE 1 BORING LOCATION
BOX TO A55URF EVEN DISTRIBUTION. -
ST
SEPTIC TANK
9.) DISTRIBUTION BOX SMAALL HAVE A MIMMUM SUMP OF 6' MEASURED BELOW
08
D15TRJBUTIONBOX
THE OUTLET INVERT.
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4' TO
------ t
Rased 56wa9e D'3P°gaT Sys
SEs
901L AB50RPTION 5Y5TEM = '
1=1/2' DOUBLE WASHED STONE FREE OP IRON, PINES AND DUST AND SMALL BE
Txstmg Cesspools v
L----------------
PC .
PUMP CHAMBER '.
INSTALLED BELOW THE CROWN OF THE DISTRIBTION UNE TO THE BOTTOM Or THE
SOIL ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2,
-
WALL DETAIL:
,�:� -
T Wim, Wan EL= •8
-pC�
re V 85.0(7
(�5{?jL�
LAYER Of 118' TO 1/2' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST.
---
N
1 1.) VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET:
NOT TO SCALE
FLOOD ZONE At 2. ELEVATION 10.0
.. WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS.
- ,� ) 0•
-""""".�"`�Y
---------
�, > 1 Rased 5�'+9e D�PO'aI 'tem;
'
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL: OR WHEN PRE55URE DOSED.
- T.O.W. EL -9.5
,,,. y DB
>, , `.. '-.gAS,.T,a;-/`.
L----------
.:
12.) SOIL ABSORPTION 5Y5TEM SHALL BE COVERED WITH A MINIMUM OF 9' OF
CLEAN MEDIUM SAND (EXCLUDING TOt'5OIQ.
13.) FINISH GRADE SMALL BE A MAXIMUM OF SO OVER THE TOP OF ALL SYSTEM
-
COMPONENTS. INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CMW5ER
(
- Y
AND 501L ABSORPTION 5Y5TEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER
------7HDFTLjncr
7
EzsGng 3 Bedroo n DweAm9
OF 91.
. a .
L
h; °.~.
w ix Replaced w,th New 3
! PARCEL
14:) � THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL -
40 and
't" '� r
C.
,
Bedroom Dwel.mg On New
�. •m PS
1
-
RECEIPT OF A CERTIFICATE OP COMPLIANCE, THE PERIMETER OP THE 501L A85ORP-
�'
Foundation
O
-
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OP SUCH
- _
,
I,
:
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM.
. •a
->= po 1 j`T
txx+ ET=10.0
op Foundation
o
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OP ALL CONSTRUCTION
ExrsGng Grade EL-
•'.
O
Exrstmg T.O.P ❑=5.8t
5t
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE-
t
-
OU(RPS A VARIANCE) AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING
'
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
;
W
-
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
NN
r
a.. •- a E' / �X�� Q�
i
•: , -.. �.,, .LOT 48 a„
WN Are3+6,800 5F±
E Stone
NOTE: DUE TO THE PROPERTY BEING LOCATED - Dnvew"dY i :4 IN A 10018 FI DOD ZDNF. FI - 10 Q. THF PRDPDSFD
Ye° -Y2" Stone
3/4 - IY2" Stone
ro
L 2.0 J
TRENCH DETAIL
(2.0'x 55.0'x 2.0')
NOT TO SCALE
Existing Retaining Wall
Proposed Gravel —
Trench (2.0'x 55.0')
Proposed I O' x 2' —
Drywell - Rim EL=G.0
l ON
Box
G
PARCEL 99
Proposed Post
4 Rad Fence
Existing Sewage
Disposal System
Shed Deck
Below Above
Shower AC
7x5
Ex•stmg 3 Bedroom Dwelling \ c
Top of Foundation EL= 10.0 \
i 4.19\
LOT 48
Area=6,800 SF±
PARGEL 98
Raised Sewage Disposal System
L-------------
F--
1 Raised Sewage 5y5tem
Proposed Gravel
Trench (2.0' x 55.0')
O( Existing
Q PARCEL 95 Dwelling
I
O 1
L__ -
Proposed 19 x 2'
Drywell - Rim EL=5.8
Swale created on both sidesof property to
�:�.• divert runoff from front of property to
9 drainage trenches
--G-�I Dnveway:1
85.00
GV GV
Cdge of Pavement 4.39 4.16
TELEVISION LANE
BENCHMARK:
PK Nat( 561; -
EL=4.22 (M51- Datum)
SITE PLAN
SCALE 1"=20'
4.00
JOHN M.
O'REILLY
CIVIL
NO. 36200
0 20 40 GO
SCALE 1"=2(Y
Yarmouth
MA
NOT TO SCALE
LAND COURT PLAN 1 1751-13
CERTIFICATE OF TITLE # 1 19108
A55E550R5' MAP 14 PARCEL 94
LEGEND
----32
EXISTING CONTOUR
-32
PROPOSED CONTOUR
.12.a
EXISTING SPOT GRADE
24X5
PROPOSED 5POT GRADE
IP
0
TEST HOLE / BORING LOCATION
5T
SEPTIC TANK
DB
DISTRIBUTION BOX
SAS
SOIL AB50PFTION SYSTEM
Pc
PUMP CHAMBER
TH15 PROPERTY LIE5 WITHIN THE
FLOOD ZONE A 12, ELEVATION 10.0
NOTE:
Decks to be constructed
on sonotubes dug by hand
WITH THE INSTALLATION OF TWO DRYWELLS FOR ROOF RUNOFF
AND GRADING OF THE PROPERTY TO TWO GRAVEL DRAINAGE
TRENCf1E5 ALONG THE 51DE PROPERTY LINES, ALL RUNOFF WILL
BE CONTAINED ON THE SITE.
REVISION 09/1 2/OG:
Added steps on West side of dwelling with Penang on either side;
Parking area in front.
REVISION 07/1 010G:
Revrsed deck setback, Added deck above setback; Added runoff
certification note.
REVISION OG/05/OG:
Revised Gravel Trenches; Added Deck with steps, Deck Above,
Shower, Shed, AC Unit,
Front Steps, Steps at Wall, Fence.
Maureen Kurth
18 5tuyve5ant Oval, Apt. MA, New York, NY 10009
SITE PLAN
18 Televl5lon Lane, West Yarmouth, MA
BENNETT A O'REILLY_ , Inc.
Engineering, Environmental and Surveying Services
0
0
1573 Main Street - Route SA
P.O. Boz 1667
(508)896-6630 Office Brewster, MA 02631 .(506)896-4687 Fax
GA\Autoaad 2005Vand Project5 2005\2005Drawmg5\Kudh37331dwg\37335iterb"P vOG-02-C6.dwg I 05/1 G/OG I As Noted I MTF/e I JMO 18003-3733
Yarmouh Conservation Commission I
SEP 2 1 2006
RECENED
YB 452
3Y4" - IYz
TRENCH DETAIL
(2.0'x 55.0'x 2.0')
NOT TO 5CALF
PARCEL 99
Proposed PostExisting Sewage
4 Rail Fence -\ Disposal System
Existing Retaimng Wall fence
5.40)
Proposed Gravel
Trench (2.0'x 55.0) - r-i--
N
Shed Deck
Below 1 Above N
Steps Ex15tmg 3 Bedroom Dwelling
jGob Top of Foundation EL= 10.0
Proposed I (Y x 2'Drywell - Rim EL=GSteps,
7
LOT 488
Area=6,800 SF+
5.08 ' x@
Telephad ° 85.00'
Electricrave`' cv
Box 5.59 lbriv cv . :� `'
Edge of Pavement ----4.39 pq4.16
TELEV1510N LANE
BENCHMARK:
PK Nail Set
EL=4.22 (M51. Datum)
PARCEL 98
I
1
Raised Sewage Disposal 5yetem
L-------------
F-----
I Ral5ed Sewage Drsposa15y5tem
L• ---------
Proposed Gravel
Trench (2.0'x 55.0)
Stern D ' Existmg
- 0 Dwelling
OPARCEL95
4.19\ '
Proposed 1 d x 2'
Drywell - Rim EL=5.8
Swale created on both sides of property to
divert runoff from front of property to
Existing'` ; dramage trenches
Dnveway
51TE PLAN
SCALE 1"=20'
Yarmouth
MA
NOT TO SCALE
LAND COURT PLAN 1 1 781 -13
CERTIFICATE OF TITLE # 1 19 108
ASSESSORS' MAP 14 PARCEL 94
LEGEND
----32
EXISTING CONTOUR
32
PROPOSED CONTOUR
+1294
EXISTING SPOT GRADE
24X5
PROPOSED SPOT GRADE
IP
Q
TEST HOLE/ BORING LOCATION
5T
SEPTIC TANK
D15
DISTRIBUTION BOX
SAS
SOIL ABSORPTION SYSTEM
PC
PUMP CHAMBER
THIS PROPERTY LIES WITHIN THE
FLOOD ZONE A 12, ELEVATION 10.0
NOTE:
Decks to be constructed
on 5onotube5 dug by hand
JOHN M.
O'REILLY
CIVIL
NO. 38200
0 20 40 GO
OMEMOng
SCALE ]"=20'
G:\Autocad 200511and Projects 2005\2005Draunn6j5\Kurth3733Ww6j\37335itepbnRe OG-02-06.dwg
REVISION 0911 2/OG: Added steps on West Side of dwelling with fencing on either sde;
Parking area in front.
RfV1510N 07/10106: Revised deck Setback, Added deck above Setback; Added runoff
certification note.
REVISION 06/05/OG: Revised Gravel Trenches; Added Deck anth steps, Deck Above,
Shower, Shed, AC Unit, Front Steps, Steps at Wall, Fence.
Maureen Kurth
18 Stuyvesant Oval, Apt. MA, New York, NY 10009
51TE PLAN
18 Televl5lon Lane, West Yarmouth, MA
BENNETT A O'REILLY, Inc.
Engineering, Environmental and Surveying • Services
0
0
1573 Main Street — Route SA
P.O. Boz 1667
(508)896-6830 Office Brewster, MA 02631 (508)896-4687 Fax
DATE: SCALE: BY: CHLUr, JOB NUMBER:
05/1 G/OG A5 Noted MTF/e JMO 13003-3733
SEP 2 1 2006
RECEIVED
WITH THE INSTALLATION OF TWO DRYWELL5 FOR ROOF RUNOFF
AND GRADING OF THE PROPERTY TO TWO GRAVEL DRAINAGE
&AA44
TRENCHES ALONG THE SIDE PROPERTY LINES, ALL RUNOFF WILL
OF Mqg®
BE CONTAINED ON THE SITE.
JOHN M.
O'REILLY
CIVIL
NO. 38200
0 20 40 GO
OMEMOng
SCALE ]"=20'
G:\Autocad 200511and Projects 2005\2005Draunn6j5\Kurth3733Ww6j\37335itepbnRe OG-02-06.dwg
REVISION 0911 2/OG: Added steps on West Side of dwelling with fencing on either sde;
Parking area in front.
RfV1510N 07/10106: Revised deck Setback, Added deck above Setback; Added runoff
certification note.
REVISION 06/05/OG: Revised Gravel Trenches; Added Deck anth steps, Deck Above,
Shower, Shed, AC Unit, Front Steps, Steps at Wall, Fence.
Maureen Kurth
18 Stuyvesant Oval, Apt. MA, New York, NY 10009
51TE PLAN
18 Televl5lon Lane, West Yarmouth, MA
BENNETT A O'REILLY, Inc.
Engineering, Environmental and Surveying • Services
0
0
1573 Main Street — Route SA
P.O. Boz 1667
(508)896-6830 Office Brewster, MA 02631 (508)896-4687 Fax
DATE: SCALE: BY: CHLUr, JOB NUMBER:
05/1 G/OG A5 Noted MTF/e JMO 13003-3733
SEP 2 1 2006
RECEIVED