HomeMy WebLinkAboutApp# 4551d3S E.
HLKtCi Lt -K I It T I HAT THE NOTICE OF APPROVAL OF TM PLAN
SY THE PLANNING BOARD HAS BEEN RECEIVED AND RECORDED AT THIS
D INDICATES EXISTING MONUMENT OFFICE AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS
® INDICATES MONUMENTS TO BE SET NEXT AFTER SUCH RECEIPT AND sgcoRDiN OF ID N jCF-
191 INDICATES ADDRESS DATE I
.CLERK
I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN NSB• -34-54"E
ACCORDANCE WITH THE RULES AND REGULATIONS OF THE �1 LOT
MASSACHUSETTS REGISTRIES OF -DEEDS AS AMENDED TO X61
JAN 1 1976 DETAIL �a-
. -'e e �_ / n NOT TO SCALE
NOTE:
NO DWELLING OR UNIT SHALL BE BUILT ON ANY
LOT WITHOUT FIRST SECURING, FROM THE HEALTH
DEPARTMENT,THE DISPOSAL WORKS CONSTRUCTION LINE
PERMIT REQUIRED FOR THE INSTALLATION OF A
SUBSURFACE SEWAGE SYSTEM L8
L9
LIO
LII
LI2
SCALE IN FEET
PARCEL r17.
BEARING DIS T.4NCE
N 46.13' 46" E 25.00 RECORD OWNER
N 58. 09' 45" E 31.15 NICHOLAS E PAPPAS
N 68' 18' 00" E 31.09 113 SULLIVAN ROAD
S 78' 13'27" W 8.00 W YARMOUTH, MA 02613
N 11' 32' 41" W 48.54
APPLICANT
NICHOLAS E PAPPAS
SETUCKET WOODS
SETUCKET ROAD
YARMOUTH MA
ARROW ENGINEERING INC
. 10 CAPE DRIVE - S-UITE B
MASHPEE MA- 02649
PBAYYOND a
NrZi68�a ,e SCALEDATE HEET
s offts �"y I" = 50' OCT 5 1988 t OF
REVISED: 1113.181
FRONT ELEVATION
AFPTovED
YARNMUTH COM.N11TTEE r*n
NMIL
t d3S
FRONT &I
ELEVATION
Scale 1/4" = l'—o"
A `�
SEPTIC: PROFILE
T.O.F. AT EL. 03,aTO
ACCESS COVER TO WITHIN 5 OF FlN. OWE(NOT )
ACCESS COVER (WATEKWrM TO
2yo MINIMUM .75' OF COVER OVER PRECAST WITHIN er OF FN. GRADE
RUN PIPE LEVEL
-00.
1 UO.D5rFOR FIRST 2'
7_1970
<O 70 9.49
(?' % SLOPE)
e+w'J e2 Ij N ! l ! j I CIU
t
2% SLOPE REQUIRED OVER SYSTEM y WITNESS: 4'f�- I e
DATE: 4 g:,
Y DOUBLE WASHED PEASTONE/
3' MAX. PERC. RATE L �' F,I � � Ila
CLASS SOILS P# r
2
71,-
CRUSHED STONE OR MECHANICAL 1
IPACTION. (15.221 (21)
(--% SLOPE) (fix SLOPE)
D' BOX -
/i
3/4" TO 1 1/2" DOUBLE WASHED STONE
sf LEACHING
FACILITY
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ELEV.
1.
J.
DESIGN FLOW: '-� BEDROOMS (j.12—GPD) _ ` 0GPD
2.
MLINIC(:�AL WATER IS
-.
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`
0
SEPTIC TANK: -A4» GPD
4.
a
5.
PIPE JOINTS TO BE MADE WATERTIGHT,
USE A L�_o GALLON SEPTIC TANK b -e7 1.
A
T4 ��
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
?ti
LEACHING:
TEST HOLE LOGS
,
i kk 5�
SIDES:
ENGINEER:
THIS PUN iS FOR PROPOSED WORK ONLY AND NOT TO BE
0 I
USED FOR LOT LINE STAKING.
2% SLOPE REQUIRED OVER SYSTEM y WITNESS: 4'f�- I e
DATE: 4 g:,
Y DOUBLE WASHED PEASTONE/
3' MAX. PERC. RATE L �' F,I � � Ila
CLASS SOILS P# r
2
71,-
CRUSHED STONE OR MECHANICAL 1
IPACTION. (15.221 (21)
(--% SLOPE) (fix SLOPE)
D' BOX -
/i
3/4" TO 1 1/2" DOUBLE WASHED STONE
sf LEACHING
FACILITY
,•. _ ,
_off-
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ELEV.
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ELEV.
SEPTIC DESIGN: (GARBAGE DISPOSER Is jAd kt.-V013 r,0 )
1.
DATUM IS ��+ ✓ y' I yrJ *-� o Lam, ,�,r Q , , n
DESIGN FLOW: '-� BEDROOMS (j.12—GPD) _ ` 0GPD
2.
MLINIC(:�AL WATER IS
USE A`}'; GPD DESIGN FLOW
z
`
0
SEPTIC TANK: -A4» GPD
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS HO H-=, to
5.
PIPE JOINTS TO BE MADE WATERTIGHT,
USE A L�_o GALLON SEPTIC TANK b -e7 1.
A
T4 ��
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
?ti
LEACHING:
ENVIRONMENTAL CODE TITLE V.
i kk 5�
SIDES:
i y "
THIS PUN iS FOR PROPOSED WORK ONLY AND NOT TO BE
LOCATION MAP SCALE 1" ycno
USED FOR LOT LINE STAKING.
ASSESSORS MAP I'lI PARCEL 'tau
BOTTOM: ' ( 1
ZONING DISTRICT: (L• -
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
YARD SETBACKS:
TOTAL: 5.1 S.F. v GPD
FRONT = 30'
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
SIDE =
j Gj�fGL Qsl�-rbA. �;.0<, I "}nr i E� JrLI
REAR = zo
INSPECTION ,BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
PLAN REF. - A&e, ,oO
.?MEG; i rL_J , (� } I } I.;- j}-; 11 �;�. ��'�>
FLOOD ZONE: Ci
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
N T S:
SEPTIC DESIGN: (GARBAGE DISPOSER Is jAd kt.-V013 r,0 )
1.
DATUM IS ��+ ✓ y' I yrJ *-� o Lam, ,�,r Q , , n
DESIGN FLOW: '-� BEDROOMS (j.12—GPD) _ ` 0GPD
2.
MLINIC(:�AL WATER IS
USE A`}'; GPD DESIGN FLOW
3.
MINIMUM PIPE PiTCH TO BE 1/B" PER FOOT,
SEPTIC TANK: -A4» GPD
4.
DESIGN LOADING FOR ALL PRECAST UNITS TO BE AAS HO H-=, to
5.
PIPE JOINTS TO BE MADE WATERTIGHT,
USE A L�_o GALLON SEPTIC TANK b -e7 1.
6.
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
LEACHING:
ENVIRONMENTAL CODE TITLE V.
SIDES:
7.
THIS PUN iS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
BOTTOM: ' ( 1
B.
PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC.
TOTAL: 5.1 S.F. v GPD
9.
COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
j Gj�fGL Qsl�-rbA. �;.0<, I "}nr i E� JrLI
INSPECTION ,BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
.?MEG; i rL_J , (� } I } I.;- j}-; 11 �;�. ��'�>
10.
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE
;IfT�� T^aE 't
LOCATION OF ALL UNDERGROUND do OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORKti A-'-ocLA_.N^-„ja 4!.7A-616At2r i.F
A.'rT,%G f7Q0(GsGp TITL G, 95 E&
)
GEND
rrrit,tr Iz .O.J•
SITE AND SEWAGE PLAN
q
PROPOSED SPOT ELEVATION
OFvy
11
,
� V) 100x0 EXISTING SPOT ELEVATION
f
100 PROPOSED CONTOUR
IN
THE TOWN OF:
'y0
-z
100 — — EXISTING CONTOUR
PREPARED
FOR:
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SCALE: H �j�r . DATE.a {(AK Z I �i41�
v
APPROVED DATE
j
1
I YARMOUTH CG 11f'7m
down cape engineering, Inc.
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CIVIL ENGINEERS :.�� --- -
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LAND SURVEYORS
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A JALA.' P.E., ..P.L.b'. ' DATE • - '
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GALtONtSEPTIC'
'TANK H- 10 ;: ;.
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RAF
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(. .� SLOPE) G, CRVSHED STONE OR AtECHANiCAI
` COMPACTION '(15.221 121)
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