HomeMy WebLinkAbout83-1750 - Site Plan 3.'.,.a ; :. ' .. r L l 1• '1 IIQ ;l:J :if t•P ^'1 11..
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ACCLSS COVERS MUST BE W1 JHIN 9• MINIMUM COVER
J 1. O +• PERF PIPE
6. OF FINISH GRAD INVERT EL EVA T IONS : DES I GN CR I TER I A : GENERAL NOTES
_ FIRST 2' TO INVERT AT. BUILDING: 9.3 DESIGN FLOW:
BE LEVEL '
MIN. 2.OF INVERT IN SEPTIC TANK 9.0 4 BEDROOMS A T 110 G.P.D. PER 1. THIS PLAN 1S FOR THE DESIGN AND CONSTRUCTION
2x INVERT OUT SEPTIC TANK: 8.75 BEDROOM EQUALS .440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM AND PERMITTING
+ DIAM PIPErov-e.e PEASTONE INVERT IN DIST. BOX 8.5 PURPOSES ONLY.
$Ao�� - Y INVERT OUT DIST.' BOX 8.33 NO GARBAGE GRINDER
GAS `'� 1• REINFORCED CONCRETE
eAFFLE �.5 + SOLID PIPE RETAINING WALL INVERT' IN LEACH FIELD 8.3 ' 2. VERTICAL DATUM IS NGVD. FOR BENCH MARKS
3 OUTLET
314 - I lie• Du INVERT END LEACH FIELD:8.0•
6.0 SEPTIC TANK REQUIRED: SET. SEE SITE PLAN. '
�$$$ 0 DOUBLE WASHED STONE o 7.5 6.o MrN 440 G:P.D, X 200x - 880 GAL.
D -BOX BOTTOM LEACH FIELD: 7.5` `
1500 GAL 40 MIL vol SEPTIC TANK PROVIDED: 1500 GAL. MIN. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
ADJUSTED GROUND WATER. 2.5
SEPTIC TANK 6- CRUSHED STONE OR � vavoR BARRIEe MAINTENANCE OF THE SEPTIC SYSTEM SHALL
aDJvsrED HIGH OBSERVED GROUND WATER: 1.7
COMPACTED BASE GROUNDWATER. EL -2.5 - SOIL ABSORPTION SYSTEM REQUIRED: CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOTTOM OF TEST HOLE •1: -2.0 DESIGN PERC RATE f 5 MIN/INCH BOARD.OF HEALTH REGULATIONS.
P R 0 F I L E :Nor TO SCALEIB'x 34' LEACH FIELD INDEX WELL M/W 29• ZONE A SOIL TEXTURAL CLASS - I
JUNE 05 READING -6.9•" ADJ-0.8' EFFLUENT LOADING RATE - 0.74 GPD/SF 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
440 GPD / 0.74 GPD/SF • 595 S.F. REQUIRED AREAS SUBJECT TO VEHICULAR'TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL. BE CAPABLE OF WITH -
PROVIDED: 16' x 34' LEACH FIELD. A•6I2 S.F. STANDING H-20 WHEEL LOADS.
612 S.F, x 0.74 - 453 GPD
j, 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
1 v APPROVED EQUAL.
SOIL TES T P I T DATA Li. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
INDICATES INDICATES PRECAST CONCRETE AND4ATERTIGHT. D -BOX SHALL
PERCOLATION = OBSERVED BE WATER TES TED' TO CHECK FOR LEVEL. WHEN THERE.
TEST GROUNDWATER
o � IS MORE THAN ONE OUTLET.. •
N TP of
z 7• BEFORE' CONSTRUCTIONCALL -•DIG-SAFE-.
v HORIZON TEXTURE COLOR Ex1srlNc sas O • !-BBB-DIG-SAFE AND ''THE LOCAL WATER DEPT. .
LOAMY IOYR 4.0 FOR LOCATION OF.UNDERGROUND UTILITIES.
l I SAND 3/3
/ EL 6.9 .+.6 - 8' 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
EXISTING WALL. TOP - 3.3
\ e D \ p LOAMY JOYR
SA
( - l ND 3/6
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
Ex1snN� �� e 1 24 """'• 2.0 CONSTRUCTION INSPECTIONS.
THE SYSTEM TO .ALLOW FOR SCHEDULING OF THE
+ \ I \ D d� < t C I MEDIUM IOYR
X_
rov - EL r\�\ J�� / SAND 5/8 9. EXISTING CESSPOOLS TO BE PUMPED DRY. REMOVED
^ ���
-�j 1 m PROPOSED \`I i\, 4 1 28 1.7 ALONG WITH ALL CONTAMINATED SOIL AND BACKFILLE
MAINTAIN 1
PATIO /� -"4\\ o, .r p, \ .. .
I SWALE BETWEEN- 1 WITH CLEAN SAND.
l'
ti CESSPOOL 1 \ • 1
PROPERTIES 5.5,'
EXISiI NG
DWELL INC' +4.5 ~.1 i
1 6
o ,
+4.5
HYD TAG B41" 16/39 -F4'4 { 1
EL -6.98 I \\ 0`I 7• _788
I \ 1 1
_\ y
' NEW CAUL£
J'T SERVICES
I
1
pp Oro•ED FOUR ' B 5i;N-,
BEDROOM DWELLING ' SONG
TOF - 11.0
3 9 � GRAOE
TE'L E' III 5 I O N LA NE
CATCH BASIN
RrM•J.52
i l
5. I
72-
V I DATE: JUNE 28. 2005
ryi_lA TEST BY: STEPHEN HAAS
�q•� 1 W I TNESSED BY: LYNN MUL KEEN
PERC RATE: f 2 MIN/INCH
I
tin.3S-0L`7 � l .
+may „{•
ce
l
-2.0
S / TE_ PL A /V
10. ALL UNSUITABLE MATERIAL (A A 8 HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
Il, NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL, REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS'. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
12. ANY RETAINING WALL SHOWN ON THIS PLAN IS FOR
LOCATION ONLY AND SHALL BE DESIGNED IN
ACCORDANCE WITH STANDARD PRACTICE.
l3. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
OF L A./VO
28 TEL EV/S/ON LANE. MAP /4. PARCEL 96
ENTIRE LOT FALLS IYITHIN FLOOD Z01 "- �"•
PREPARED FOR
5� J 1 LEGEND M R G�c MRS .� O /V ,q A/0 E R S O A/
CB CON;RETE BOUND 496 WEYMOUTH OR / VE. WYCKOFF. NJ 0748/
- WATR L I NE
•+ �LEWIS ) _ HYDPANT SCAL E : / - 20 ' .IA NUAR Y 70. 2006
POND GAS LINE EAGLEW- OVEd HEAD WIRES S U R V E 'Y I N G 1 NC
'_ •
LIGHT POST
ADIG LOCUST' _ 923 Route 6A
ENCORE CONSTRUCTION COMPANY INC. UNDeRGROUND ELECTRIC. LINE �� Yo rmo u t h p o r t ,' MA'.-'. 026,75
103 Main Street • Dennisport, MA 02639 (i -- UNDERGROUND TELEPHONE LINE �/y�i1/111 � ( 508) :362--8 'I 32 .
!J 2 rV- UNPRGROUND CABLEV/SION LINE(5 0 8) -:4.3 2-5 3 3.3
NANrucxEr Sown U� / / 0.4 SPOT ELEVATION
'EXISTING CONTOUR
LOCUS MAP --- 4� PROPOSED CONTOUR REVISED:'MARCH 13. 2006.' MARCH 24. 2006.` SEPTEMBER 15. 2006
0 10 20 40 r%1 %
i /OB NO.' 05-044 `''FIELD:CFW/EEKCALC:• SAH/CFW CHECK: CFW'rx' ` DPN: "SAH
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