HomeMy WebLinkAbout125 Mayflower Terrace - Site & Septic Plan\ \ II LEGEND
1 \ \ \ \ \ ' TEST HOLE LOCATION, NUM ER
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PROPOSED CONTOUR00
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PROPOSED WATER SERVICE LOCUS .
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CAUTION: THIS IS A SITE PLAN SURVEY, o TERRACE— KErJ�rs .
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Z \\ \ i FRou TOP \ THIS OFFICE. LOT LINES SHOWN ARE
1 OA�TAI Ba�+x 1 \1 \ APPROXIMATE JKNOB HILL RD.
LOT A\ / 1 \ ] ! - / ). \\. \ - - ROUTE 6
— — — - — — — YARMOUTH.. MA
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DESIGN DATA
1— JG ' i^� BEDROOMS: 5
r / FD REQUIRED CAPACITY: 550 GPD
0 V f9 \ N GARBAGE GRINDER: NO
] \ I m SEPTIC TANK' 1500 GAL
EXISTING I -�/ / 1. I 11 t i\ i m j / ' - BOTTOM LEACHING AREA 550.66 SF
GARAGE TO / 1 \ § [ / '�y [(44.66' X 12-33')] TEST HALE I
BE REMOVED I / SIDE LEACHING AREA: 22296 SF DEEM 6L.EV.
m . �--�J _.[2(12.33'+ 44.66') X 2'DEEP]
' y/ DESIGN CAPACITY: 576 GPD
[(421.3 SF + 186 SF) X.74 GPD/SF] O
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27,
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LEACH AREA
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USE 6 RECHARGER 330'S WITH 4' STONE ON SIDES
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AND T STONE ON ENDS FOR A 44'-8" LONG X 12'-4' WIDE
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EX)STING
BY 2' DEEP LEACH AREA = 576 GPD_ 59"
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100' FROM EDGE OF WERAND,
LOT 2A
l 53,373± S.F.
-1.23± C \
TEST HOLES.
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TEST HOLE DATE
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,i S 1336
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September 9, 2003
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PERFORMED BY: Lisa Gordon, Soil Evaluator
WITNESSED BY: David Flaherty
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PERC RATE: <2 Min I Inch (C-1 layer '= 2
SOI
O/A-L.HY SSI -p
IOYR 2/2
j-: iaAMi SAND
;cCR 5!4
C2 - M/C GAWD
2•S'( 6/�
IS•c
14, cc
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10.<
i / 1oF FOUv ;D i�.0 L c,
U V (1993). Carver
GEOLOGIC MAP (1986): Outwash
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NOTES:
1. ELEVATIONS SHOWN ARE ASSIGNED -
2. LOCUS IS IN FLOOD ZONE A4(EL.6)
3. ALL PIPES TO BE 4" SCH 40 PITCHED AT 1/4" PER FOOT (UNLESS NOTED) 132'
11.0
D
IL6"?
3.0
4. COMPONENTS TO BE AASHTO H-10 (H-20 IF LOCATED UNDER DRIVEWAY)
5. INLET TEE TO PROJECT DOWN 13', OUTLET TEE TO PROJECT DOWN 14'
6. IF 2 OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
7 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST 2 FEET
8. DEPTH OF COMPONENTS NOT TO EXCEED 3'
t� 9. BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTAR CHIMNEYS IN PLACE SITE AND SEPTIC PLAN
i ^ THIS PLAN IS A VALID COPY ONLY IF IT BEARS ]O. ONE COVER OF TANK TO BE WITHIN 6' OF GRADE
21 AN ORIGINAL STAMP AND SIGNATURE c 11. STONE TO BE DOUBLE WASHED 3/4" TO 1-1/2" WITH 2°MIN 1/B" TO 1/2' PEA STONE ON TOP FOR
�' \ e/14 uSA C 12 BOARDIF ITABLE HEALTHLS OR SOILS OR SA GORDON. RING FROM THE SOIL LOG ARE FOUND, CONTACT THE
ROD [1 �� ( S
R J N
2 SPF 13..IF AN OVER DIG IS CALLED FOR BELOW, FILL MATERIAL 5' AROUND AND UNDER LEACHING IS TO BE
2 \ `J' �\ r ' O� CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). LOT 2,129 MAYFLOWER TERRACE, YARMOUTH, MA
i LIQ. # 114$ L-1 W 14. ALL CONSTRUCTION IS TO MEET TITLE 5 AND LOCAL REGULATIONS DECEMBER 18, 2003 SCALE: 1 "=30'
Q�� Q/ 15. REFRENCE: TOPO PLAN SS -1 FOR ROD T. SROCZENSKI BY COASTAL ENGINEERING DATED 9-8-03
\D,
LISA C. GORDON, RS
REGISTERED SANITARIAN
ass 0 o, 62 WEST HYANNISPORT CIRCLE
HYANNIS, MA 02601
HEALTH AGENT APPROVAL 15081790-9270
DATE