HomeMy WebLinkAboutEnggineer PlansALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOME
CAUTION: THIS IS A SITE PLAN SURVEY BY THIS OFFI
AND NOT A COMPLETE PROPERTY LINE SURVEY. LOT
LINES SHOWN ARE APPROXIMATE.
0
Wwo RAISE GRADE OVER 18"
J- � IN PROPOSED LEACH AREA
am
3
3' DEEP IMPERVIOUS
BARRIER --130 L.F. OF
40 MIL POLYETHYLENE
T(MILLER
OPBARR ER BREAKOUT") **)
PEASTONE=20.6, GRADE
ABOVE BARRIER=21.0 MIN
** BARRIER IS STIFF
& OBTAINABLE FROM
MILLER ENVIRONMENTAL
508-697-3710.
BENCH MARK --TOP OF WOOD (3,
STAKE = 20.00 ASSIGNED
(28'-6" OFF CORNER GARAGE)
N/F
NICHOLSON
N/F
ACETO
19.8
. 18.6
9,0 �' LOT 57A G 12. FOANAOVE DCT EGBISACALLLED FOR BELOW,RD I OF HEALTH, OR ILLJ. CMAITERIAL FOR 5' AROUND AND UNDER LEACHING
6' \ �� IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
18.7 8700 S. F. O. 4 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
9 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
�� 0 5P P9:6g�
Inv. 18.2
Proposed X19
J� 0.
9\101I z y'
t9. 20.6
N/F
JOHNSON
MONOLITHIC 1000 GALLON
H-10 PUMP CHAMBER
DRILL 3/8" WEEP/VENT HOLE
Recommend Floats
re lacable from to
Invert On22"
Off 17"
12.40
Quick Disconnect/
Union
Check Valve
NDER
TH 1
_ JOB NO. Y04-07
--W-
WATER LINE MARKINGS
NOTES Nugent.dwg
BENCH MARK -TOP OF MAG. NAIL
Ro°d
G< °y
-G-
SET IN PAVEMENT= .24 ASSIGNED 1. 1. LOCUS IS A.M. 48, PARCEL 97. '
9.5 x 21,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�e1
2. ELEVATIONS SHOWN ARE ASSIGNED.
�`ns\°� n^
_g--
3. LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
Observed vWnzr=171
Q
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
UTILITY POLE (IF SHOWN)
M
5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
-- • --
FENCE (IF SHOWN, NOT ALL SHOWN)
9,01 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
ear
LEACH AREA
,
®7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
end•
REQUIRED CAPACITY:
4 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
\
I i Proposed
WATER PROOF
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
cv°�
1500 GAL.
\ /']`\/ 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
19.E
NOT TO
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
SCALE
ON THE ENDS AND 4' STONE ON THE SIDES
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
9 21 11 IF UNSUITABLE SOILS OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND
LOCATION MAP
9,0 �' LOT 57A G 12. FOANAOVE DCT EGBISACALLLED FOR BELOW,RD I OF HEALTH, OR ILLJ. CMAITERIAL FOR 5' AROUND AND UNDER LEACHING
6' \ �� IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
18.7 8700 S. F. O. 4 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
9 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
�� 0 5P P9:6g�
Inv. 18.2
Proposed X19
J� 0.
9\101I z y'
t9. 20.6
N/F
JOHNSON
MONOLITHIC 1000 GALLON
H-10 PUMP CHAMBER
DRILL 3/8" WEEP/VENT HOLE
Recommend Floats
re lacable from to
Invert On22"
Off 17"
12.40
Quick Disconnect/
Union
Check Valve
NDER
TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
--W-
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
-G-
GAS LINE MARKINGS
9.5 x 21,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
FACTORY
EXISTING CONTOUR
_g--
PROPOSED CONTOUR
Observed vWnzr=171
Q
0
UTILITY POLE (IF SHOWN)
M
EXISTING DRAINAGE CATCH BASIN
-- • --
FENCE (IF SHOWN, NOT ALL SHOWN)
GARBAGE GRINDER:
TREE (IF SHOWN, NOT ALL SHOWN)
FUTUR
o ,USE
'y \�
9.4
8 OGiSj / TEST HOLE DATE: March 24, 2003 12"
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: David Flaherty, Jr., RS
/19,4/ C / a /A PERC RATE: 1'-02"/inch (Cl layer)
/vv// SOIL SURVEY(1993): Carver coarse sand 33"
... / 19.65±
E GEOLOGIC MAP(1986): Harwich outwash plain deposits
19.5 8 • Top Block Found.
Invert 17.98±
invert 16.95 n
Exist. PVC pipe Use Gas Baffle 4 CULTEC C-4 UNITS 48"
invert 20.10
208 Proposed
Proposed Top Regular Ston
21.3 9" e=20.56
min. cover
d tall
J i
i
0o
S=3/4 /I L
MAKE
See a
No Peastone-Use Filter Cloth
4P inspection
N/F74N/F
I
FACTORY
LAND SURVEYOR & REGISTERED SANITARIAN
Observed vWnzr=171
Q
P.O. BOX 258
„
20,5
Invert 17.20
1500 Gal.
GARBAGE GRINDER:
P
LEACH AREA
REQUIRED CAPACITY:
ACETO
I i Proposed
WATER PROOF
1
Sanitary
1500 GAL.
3"
A layer 10yr 3/3
sandy loom
B layer 10yr 5/8
loamy sand
C1 layer 10yr 5/6
loamy fine to
med. sand
C2 layer 2.5y 6/3
fine to med. sand
19.3
16.55
15.3
13.1
120 9.3
20.9 I I Bottom 12.70 Tee T
Proposed Invert 20.27 Invert 20.109.85
6"
6" Stone or compact Proposed proposed 1 5 Bottom
r 51- 12' r_3 ' 1 17 N i 01 I EI. 14.85
m 1.75' USGS Adjustment
N/FDESIGN
Using MASH29-March 04
DATA
NALD J. CADILLAC, PLS, RS
Zone A
HODNETT
LAND SURVEYOR & REGISTERED SANITARIAN
Observed vWnzr=171
Q
P.O. BOX 258
BEDROOMS:*
2 ACTUAL
0
WEST YARMOUTH, MA 02673
GARBAGE GRINDER:
No
LEACH AREA
REQUIRED CAPACITY:
330 GPD
1
91DE BARRIER, OR
1
SEPTIC TANK:
1500 GAL.
USE 4 CULTEC C-4 UNITS WITH 2' STONE
H-20 TANKS
BOTTOM LEACHING AREA:
432 SF
ON THE ENDS AND 4' STONE ON THE SIDES
FOR A 36' LONG BY 12' WIDE BY 3" DEEP
[(36' X 12')]
LEACH AREA.
SIDE LEACHING AREA:
24 SF
[21 36') X .25' DEEP)]
5' REMOVAL
DESIGN CAPACITY:
337 GPD
DO 5' ALL AROUND AND UNDER REMOVAL
ALARM & PUMP NOTES
[(432 SF + 24 SF) X .74 GPD/SF]
DOWN 33" TO LOAMY FINE TO MED. SAND.
1.
ALARM TO BE WIRED BY ELECTRICIAN ON
PUMP CHAMBER STORAGE CAPACITY.
330 GAL.
SEPARATE CIRCUIT FROM PUMP.
DOSES PER DAY:
> 4
BUOYANCY CALCULATIONS 1500 GAL. H-10
2.
ELECTRICAL WORK TO BE INSPECTED BY
WIRING INSPECTOR.
*Design allows for future bath & bedroom in garage.
WEIGHT OF EMPTY SEPTIC TANK AND 14" OF COVER
3.
ALARM TO BE LOCATED IN HOUSE.TANK=
BUOYANCY CALC'S-MONOLITHIC PUMP
CHAMBER
5.74 TON (PER SHOREY)
4.
PUMP TO BE CAPABLE OF PASSING
14" COVER=1.17' X 5.67' X 10.5' X 0.055 TON/CU. FT.
1-1/4" SOLIDS AND INSTALLED IN STRICT
WEIGHT OF EMPTY CHAMBER AND 21" OF
COVER
14" COVER=3.83 TON
CONFORMANCE WITH MANUFACTURER'S
CHAMBER= 4.15 TON (PER SHOREY)
TOTAL= 5.74 TON + 3.83 TON = 9.57 TON
SPECIFICATIONS.
21" COVER= 1.75' X 5.42' X 8.25' X 0.055 TON/CU. FT.
WEIGHT OF WATER --HIGH GROUNDWATER DOWN
5.
USE MEYER SRM4, 4/10 HP PUMP, OR
21" COVEII TON
(14.85 -12.7) X 5.67' X 10.5' X 0.0312 TON/CU. FT.
EQUIVALENT.
TOTAL= 4.15 TON + 4.3 TON = 8.45 TON
WEIGHT WATER= 3.99 TON
6.
TO PROVIDE FOR EASY AND SAFE
WEIGHT OF WATER --HIGH GROUNDWATER
DOWN
TANK AND 14" COVER ARE HEAVIER BY 5.5 TON.
MAINTENANCE OF PUMP:
(14.85 -12.40) X 5.42' X 8.25' X 0.0312
TON/CU. FT.
-PROVIDE UNION/DISCONNECT IN 2" PVC
LINE AT TOP PUMP CHAMBER SO PUMP
WEIGHT WATER= 3.42 TON
CAN BE REMOVED FROM TOP OF TANK.
TANK AND 21" COVER ARE HEAVIER BY 5
TON.
-RECOMMEND FLOAT BRACKET AT COVER SO
SITE PLAN
FLOATS CAN BE ADJUST./REPLACED FROM TOP.
FOR
THIS PLAN IS A VALID COPY ONLY
IF IT BEARS
MARK� � GEN
AN ORIGINAL RED STAMP AND SIGNATURE.
I
t
�I� 4�/atl &
HEAI AGENT APPROVAL DATE
LOT 57A, 7
M
2004 BY R.J.
:UIT ROAD WEST, WEST YARMOUTH, MA
7, 2004 SCALE: 1 "=20'
NALD J. CADILLAC, PLS, RS
LAND SURVEYOR & REGISTERED SANITARIAN
Q
P.O. BOX 258
m
wi�
o
0
WEST YARMOUTH, MA 02673
(508) 775-9700
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