HomeMy WebLinkAboutEngineered Plan - 2007N/F N
ARISAN
Al WAYS nin SAFF PRInR Tn rnNSTRUCTInN--trni ITY I OrATIONS SHOWN INCOMPLETE
.3' .DEEP IMPERVIOUS
BARRIER --75 L.F. OF
40 MIL POLYETHYLENE ®13,72
(MILLER BREAKOUT**) A4
14. BENCH MARK -TOP MAG. NAIL SET
TOP BARRIER=TOP x IN PAVEMENT=14.40 ASSIGNED
UNITS=15.04,GRADE
ABOVE BARRIER -=15.5 MIN
** BARRIER IS STIFF
8c OBTAINABLE FROM 15.814.11 \ CALL R.J. CADILLAC AND/OR
MILLER -ENVIRONMENTAL HEALTH DEPARTMENT TO
\ INSPECT REMOVAL PRIOR TO
508-697-3710. 15.3 \ \ PLACING SAND.
5.1 14.40
... 9 \ BENCH MARK -TOP, BACK, CENTER
N/F SEPTIC TANK=15.56 ASSIGNED
`RODERIQUES �� ::ate ::.. .7\ e0o")
x'15.7
14.8
4,6 \ \
1
3.7 \ GRADE CHANGES ARE
L:OT 86 1 :.{
�- PROPOSED,.AS SHOWN.
N
_`\: 4: • 1�3.9x 14,6 x\
:: 72920 %.F.� 15.1 6.2, 5` . \ VA
14,0 V. 14,6 C 15 6' ✓ 4,9 \
:
4.9
C \
14.6 x26,3 p \ �/�\ 0 l � 14.58
14.7
co \
5.9 ..: 6.�\
'Dec oo TI•}\ 1 5,3\
15,1
1),6
\
�0 5Q \
of
N/F Gt0ya F� � /� / 15,63
BUCKLEY ��:: ...::::.. �' � 16,2 F �' � 15.74
16.4 x 16.1
16.4
BENCH MARK--S.W. CORNER OF
BOTTOM STEP=16.26' ASSIGNED
i' ><I 5.81 \
16.3 .3�i
\ 16.2
16.2 \
15.9 7 16,8
���///
6X
25.85
H2O ROUND (4INSIDE DIAM.)
BRDM
PUMP CHAMBER
DRILL 3/8" WEEP/VENT HOLE
Place 4" inlet pipe
'KITCH BATH slmNc.RM. top 8" knockout
14.19 Quick Disconnect/
Invert Alarms 22 Union
LVNG RM. BRDM` On -16" Check Valve
Off 9"
FLOOR PLAN P
NOT TO SCALE 10.05 »
LEGEND "Bottom- 6 STONE UNDER
41> TH 1 TEST MOLE LOCATION, .NUMBER
V/ WATER LINE MARKINGS
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
G GAS LINE MARKINGS
x 9.5 x 15,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�-6-� EXISTING CONTOUR
g PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN)
.0 TREE (IF SHOWN, NOT ALL SHOWN)
JOB NO. Y07-,02
17.06
Top ,Found.
Invert 15.14
Exist. PVC pipe
TEST HOLE DATE: February 7, 2007
PERFORMED BY- Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: <5'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain :deposits
Existing 6" cover
S=3/4"./ft _
Existing
Invert 14.52 1000 Gal.
I Existing Septic Tank
Invert 14.27 9 CULTEC CONTACTOR 100'S
Existi12" Cover
Use Gas Baffle Invert 14.56
Proposed 15.04
see detail Top Unit® filter cloth
4" .Inspection
P Port
Sanitary 6"
I Bottom 10.0 Tee T
60'
70'
78'
1 Q8'
118"
160"
Fill
A layer 10yr 3/1
sandy loam
perc_hea waTCr - .
:B layer 7.5yr 3/3
sandy loam
C layer 2.5y 5/4
vey fine loamy sand
observed watLr-
110.8
r -
i 0.8
10.0
6.8
6.0
2.5
Proposed Invert 14.73
' NOTES WHITEHEAD.dwg
BUCK ISLAND RD.
1.
LOCUS IS A.M. 49, PARCEL 4.
Proposed I -_ Kl-=10.0
2.
ELEVATIONS SHOWN ARE . ASSIGNED.
I I I,
3.
,LOCUS IS IN FLOOD ZONE ,B ON FIRMS :DATED .JULY :2, 3992 -,& .MUNE 17, 1986.
I 10
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
m
5.
MUNICIPAL WATER 1S AVAILABLE. LOTS WITHIN 100' . ARE ON TOWN WATER.
s -
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
�o 0
7.
INLET TEE TO PROJECT DOWN 13', OUTLET TEE DOWN 14".
CIRCUIT RI
8.
IF TWO OR MORE LINES,WATER. TEST D -BOX FOR EQUAL FLOW
W
o� s
BEDROOMS:
.
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
_ ___
Observed Water=6.0
9.
DEPTH OF :COMPONENTS -NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
NOT T
LEACH AREA
COVERS: BUILD UP COVERS --1 TO GRADE OVER PUMP, 1 ON LEACHING.
SCALE
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,
EXCAVATE 22'=6" BY 10'. LEACH AREA; AS SHOWN. USE 9 CULTEC H=10
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
337.5 SF
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
5.0 SF/LF X 7:5'/UNIT=37:5 S.F/UNIT
MAINTENANCE OF PUMP:
=PROVIDE UNION/DISCONNECT IN 2" PVC
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
DESIGN CAPACITY:
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 15.8
17.06
Top ,Found.
Invert 15.14
Exist. PVC pipe
TEST HOLE DATE: February 7, 2007
PERFORMED BY- Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: <5'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain :deposits
Existing 6" cover
S=3/4"./ft _
Existing
Invert 14.52 1000 Gal.
I Existing Septic Tank
Invert 14.27 9 CULTEC CONTACTOR 100'S
Existi12" Cover
Use Gas Baffle Invert 14.56
Proposed 15.04
see detail Top Unit® filter cloth
4" .Inspection
P Port
Sanitary 6"
I Bottom 10.0 Tee T
60'
70'
78'
1 Q8'
118"
160"
Fill
A layer 10yr 3/1
sandy loam
perc_hea waTCr - .
:B layer 7.5yr 3/3
sandy loam
C layer 2.5y 5/4
vey fine loamy sand
observed watLr-
110.8
r -
i 0.8
10.0
6.8
6.0
2.5
Proposed Invert 14.73
Invert 14:50 6 Bottom
PLACE IMPERVIOUS BARRIER, AS
so
6 Stone or compact
Proposed
Proposed I -_ Kl-=10.0
II
I I I,
I I N I 6, I per waher
I 10
{ 4)
3 .I I - 36, EI.=8.0
REQUESTED:.
for any future additions/renovations/alterations to
WIRING INSPECTOR.
_
rn 2.0 USGS Adjustment
.1' (9' PROVIDED).
®
3. ALARM TO BE LOCATED IN HOUSE.
<Using MASH29-Dec 2006.
PROVIDED)
DESIGN DATA
4. PUMP TO BE CAPABLE OF PASSING
- _Zone A
BEDROOMS:
2
_ ___
Observed Water=6.0
BY 1' (4' PROVIDED).
GARBAGE GRINDER:
No
LEACH AREA
- '-- - -- REQUIRED---CAPACIT=Y:-"------'-22
-SEE-MC-Dln9)-CE- RTIFIC-ATION--FOR-GENERAL-USE -REV.-7/24/06) -- --
-
PROPOSED SEPTIC TANK:
1500 GAL.
EXCAVATE 22'=6" BY 10'. LEACH AREA; AS SHOWN. USE 9 CULTEC H=10
EFFECTIVE LEACHING AREA:
337.5 SF
CONTACTOR 100'S SET IN 3 ROWS 6' APART. LAY FILTER CLOTH OVER
5.0 SF/LF X 7:5'/UNIT=37:5 S.F/UNIT
MAINTENANCE OF PUMP:
=PROVIDE UNION/DISCONNECT IN 2" PVC
CONTACTORS AND 'BACKFILL TO TOP OF UNITS WITH -CLEAN 'SAND FROM
9 UNITS X. 37.5 SF/UNIT=337:5 SF(EFFEC7IVE) .
A GRAVEL PIT, OR VIRGIN C LAYER FROM SITE MAY BE USED IF IT CAN
DESIGN CAPACITY:
249 GPD
BE KEPT CLEAN AND FREE OF TOP AND SUBSOIL.
[(337:5 SF) X .74 GPD/SF]
FEB 1 3 2007
5' REMOVAL WITH BARRIER
PUMP CHAMBER STORAGE CAPACITY.
220 GAL.
DO 5' ALL AROUND REMOVAL DOWN' 9't TO VERY FINE LOAMY SAND.
ALARM & PUMP NOTES
DOSES PER DAY: > 4
PLACE IMPERVIOUS BARRIER, AS
SHOWN,
Permit valid for REPAIR OF SEPTIC SYSTEM
1. ALARM TO -BE WIRED -BY ELECTRICIAN ON
ONLY, due to State and Local septic variances.
SEPARATE CIRCUIT FROM PUMP.
Board of Health review and approval is required
2. ELECTRICAL WORK TO BE INSPECTED BY
MAXIMUM FEASIBLE COMPLIANCE APPROVALS
REQUESTED:.
for any future additions/renovations/alterations to
WIRING INSPECTOR.
1. VARY LEACH AREA TO -PROPERTY LINE BY
.1' (9' PROVIDED).
sewage facilities and/or structures/dwelling.
3. ALARM TO BE LOCATED IN HOUSE.
VARY LEACHING TO DWELLING BY 4'-7"(15'-5"
PROVIDED)
Yarmouth Health Department
4. PUMP TO BE CAPABLE OF PASSING
310 CMR 15.21.1. (1).
1-1/4" SOLIDS AND INSTALLED IN STRICT
2.. VARY SEPARATION TO HIGH GROUNDWATER
BY 1' (4' PROVIDED).
APPROVED
CONFORMANCE WITH MANUFACTURER'S
310 CMR 15.212,
,7. •��K `�
SPECIFICATIONS.
5. USE :MEYER SRM4, 4/10 HP .PUMP, OR
d2Z
-�
EQUIVALENT.
6. TO PROVIDE FOR EASY AND SAFE
- .�s
N ane Date
MAINTENANCE OF PUMP:
=PROVIDE UNION/DISCONNECT IN 2" PVC
@
LINE AT TOP PUMP CHAMBER SO PUMP
CAN BE REMOVED FROM TOP OF TANK.
FLOAT BRACKET AT COVER SO
SITE PLAN
FEB 1 3 2007
-RECOMMEND
FLOATS CAN BE ADJUST./REPLACED FROM TOP.
FOR
HEALTH DEPT.
THIS PLAN IS A VALID COPY ONLY IF
IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE: RONALD
S WH I TE H E A D
P\NOFMgsSgO LOT 86 59 SWAN LAKE ROAD, WEST YARMOUTH, M.A.
_
R". ILFEBRUARY 12, 2007 SCALE: 1''=20'
HEALTH AGENT APPROVAL
DATE
RONALD J. CADI,LLAC, PLS, RS, P.C.
PROFESSIONAL LAND. SURVEYOR & REGISTERED SANITARIAN.
P.O. BOX 258
WEST YARMOUTH, MA. 02673
.(508) 775-9700
@2007 BY R.J. CADILLAC PAGE 1 OF 1