HomeMy WebLinkAboutEngineer PlanPROVIDE OBSTRUCTION TO
KEEP VEHICLES OFF
SEPTIC TANK
N %F
TOWN OF YARMOUTH
BENCH MARK- TOP OF SPIKE s
j SET FLUSH=1 .46 ASSIGNED
L {
—J CONC.
SCREENED VENT
H— 20 \
N 86-36'46" E
-�--- - 164.54
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NEAR CORNER
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SYSTEM B
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NOTES Putnom.dwg
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RTC 28
1.
LOCUS IS A.M. 36, PARCEL 69.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992
Cleveland
°
l t-
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
Way
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5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
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n
0
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
0
0-
7.INLET
TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14",
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8_
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
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D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT To
M
COVERS: BUILD UP COVERS TO 6" BELOW GRADE--2 ON TANK, 1 ON D-BOX, 1 ON LEACHING
ALE
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN, 1/8 TO 1/2" PEA STONE ON TOP.
LOCATION MAP
11_
IF UNSUITABLE SOILS„ OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12,
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
TEST HOLE 1
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
DEPTH (inches)
ELEV.(feet)
T T E 5 AND LOCAL REGULATIONS
14. ALL CONSTRUCTION TO MEE TI L 0
TEST HOLE DATE: Mav 28, 2003 61,
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: David Flaherty, RS
T PERC RATE: <2'-00"/inch (C layer) 42"
d
22 89i
SOIL SURVEY(1993):
Carver coarse son
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Top Foundation
GEOLOGIC MAP(1986):
Barnstable plain deposits
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L 2 1 5 U 0± S. F.
Invert 17.94t
a
70"fl
Use Gas Baffle 2 DRY WELLS
Invert 16.70
Existing H-20 Proposed Screened
--
r .-
� H20 Top Conc.=17A Vent
5-=3/16" /ft Tap ne =1Pea
�_ 5=1/8"/#t sto7.1
Existing
na ( 1000 Gal.
—3 '� — — — — 24"
F
In
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a
N F
wv
TOWN OF
YARMOUTH
` ... -
S 88 20'09" IN 88 191.291.29 W
BENCH MARK --TOP OF SPIKE
SET FLUSH = 20.24 ASSIGNED N f F
MIZZENTOP CONDO'S
1. VARY LEACHING TO LOT LINE BY 5' (5' PROVIDED).
310 CMR 15.211 (1)_
2. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248,
LE N
TEST HOLE LOCATION, NUMBER
WATER LINE MARKINGS
OVERHEAD ELECTRIC WIRES (IF SHOWN)
GAS LINE MARKINGS
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
PROPOSED CONTOUR
EXIST. HYDRANT
EXISTING DRAINAGE CATCH BASIN
FENCE (IF SHOWN, NOT ALL SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
?EV. 11 /17/03--LF_ACHING AREA
19.6
16.2
9.6
14.6
6" Stone or compact
Invert 16.87.
Proposed
Invert 16.60
Proposed I
`C Bottom.
74
6'
h
I ! I 10' Bottom TH1=9.6
S�I� I (� %I)z2
DESIGN DATA
(SYSTEM
�
B)
HEALTH DEPT:
LEACH AREA
BEDROOMS
3
c.1V 61%. E Pit F;_
- --N.: -. -
_- USC n. DI2Y ,%IF - V4TH n.:' Of STONE
REQUIRED CAPACITY:
330 GPD
ALL AROUND TO MAKE A 25' LONG BY
EXISTING SEPTIC TANK:
1000 GAL.
13' WIDE BY V DEEP {EACH AREA.
BOTTOM LEACHING AREA:
325 SF
PARTIAL 5' REMOVAL
[(25' X 13')]
SIDE LEACHING AREA:
152 SF
DO PARTIAL REMOVAL AS NEEDED DOWN
[2(13'+ 25') X 2' DEEP))
3 1/2'f TO MEDIUM COARSE SAND.
DESIGN CAPACITY:
352 GPD
ALWAYS DIG SAFE PRIOR TO WORK--NOTALL
[(325 SF + 152 SF) X .74 GPD/SF)
UTILITIES MARKED AT TIME OF
FIELD SURVEY
BENCH MARK --TOP OF MAC. NAIL SEE FLOOR PLAN RECORDED P13 387, PG. 54
ID PAVEMENT=25.00 ASSIGNED
Permit valid for REPAIR OF SEI''1'IC SYSTEM
ONLY, due to Slate and Local septic variances.
Board. of Health review and approval is required for
any, - future additions/renovations/alterations to.
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
APPROVED SITEPLANPLAN
e /I F OR
THIS PLAN IS A VALID COPY ONLY IF IT 6
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
Date VERLY J. PUTNAM
27 CLEVELAND WAY, WEST YARMOUTH, MA
OCTOBER 15, 2003 SCALE: 1 1
'-20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
DATE (508) 775-9700 PAGE 1 OF 1
(C}2003 BY R.J. CADILLAC _ __