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MURANO
ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE_
JOB NO. Y08-10
MOTES EATON.dwg I RTE. 28
BENCH MARK --TOP & CENTER 1. LOCUS IS A.M. 30, PARCEL 91.
CONCRETE BouND=11.68 NGVD28 NOTE: LOT LINES SHOWN ARE 2. ELEVATIONS SHOWN: ARE NGVD29 BASED UPON RM20. o
APPROXIMATE AS CONFLICTEXISTS 3. LOCUS IS IN FLOOD ZONE A9(EL10) ON FIRM DATED JULY 2, 1992.
/
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) >_BETWEEN CONCRETE BOUNDS 5. MUNICIPAL WATER IS AVAILABLE_ LOTS. WITHIN 100' ARE ON TOWN WATER. Q
BENCH MARK --TOP N.W. CORNER FOUND. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. I
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY 5' (5' PROVIDED).
VARY LEACHING TO BASEMENT BY 2'-2" (17'-10" PROVIDED)
310 CMR 15.211 (1):
2. VARY SEPARATION TO HIGH GROUNDWATER BY 0.7' (4.3T PROVIDED).
310 CMR 15.212.
3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248.
4. VARY LEACHING TO WETLAND BY 22' (78' PROVIDED).
LOCAL REG.
N /F
GAVRILLES
/ /cam
7/6.1
5.9
/0'-
-+� 4.4
1 ST FLOOR PLAN WALK OUT BASEMENT
NOT TO SCALE NOT TO SCALE
/ 5.2
202 300± S. F.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14'. M: CARVER RD
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW o
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Z
T TO
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE
COVERS: BUILD UP COVERS TO 6' BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
1.2. 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). TEIT 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)
14♦ ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 11.0
NO GRADE CHANGES
ARE PROPOSED
26.75±
Top Foundation
TEST HOLE DATE:. May 1, 2008
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 10.38
Invert 9.74
Lfisting Cast Invert 9.41 4 CULTEC CONTACTOR 100"S
on Pipe /Proposed Invert 9.12
Use Gas Baffle
/8"/ft 9" min. cover Proposed Top Unit=9.64
min. Use Peastone
14"
34"
Us
I Proposed S=1/8 /ft or Filter Cloth Inspection 96"
Invert 9.66 1500 Gat.1- Port
Proposed Septic Tank
---------- 6" 120„
I
I
I
r i Invert 9.29 Invert 9.10 8.6
6" Stone or com act Proposed 4.3 Level bottom
I. P i. P Proposed I.
6 20 ' _� i ry i -1't
9� EL -4.3
711 8' I rn t 1.3 USGS adjustment
DESIGN Q A TAMarch 08 --Zone A
c�
Observed 'Water=3.0
/ BEDROOMS:
LEGEND
B
- TH 1 TEST HOLE LOCATION, NUMBER
----- -GARBAGE -GRINDER: - _ - ,--_-
�n1 WATER. LINE M AR.KI N GS
-- LEACH--AREA-
UE ESTIMATED UNDERGROUND ELECTRIC WIRES
REQUIRED CAPACITY:
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
_o
G GAS LINE MARKINGS
SEPTIC TANK:
x 9.5 x 10.6 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
USE 4 CULTEC CONTACTOR 1.00'5 NTH.
EXISTING CONTOUR
407 SF
�- PROPOSED CONTOUR
3 1/2'
UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
11' X 6"
x - FENCE (IF SHOWN, NOT ALL SHOWN)
48 SF
0 TREE (IF SHOWN, NOT ALL SHOWN)
/ 5.2
202 300± S. F.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14'. M: CARVER RD
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW o
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Z
T TO
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. SCALE
COVERS: BUILD UP COVERS TO 6' BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
1.2. 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). TEIT 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)
14♦ ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 11.0
NO GRADE CHANGES
ARE PROPOSED
26.75±
Top Foundation
TEST HOLE DATE:. May 1, 2008
PERFORMED BY: Ron Cadillac, Soil Evaluator
WITNESSED BY: Philip Renaud, Inspector
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 10.38
Invert 9.74
Lfisting Cast Invert 9.41 4 CULTEC CONTACTOR 100"S
on Pipe /Proposed Invert 9.12
Use Gas Baffle
/8"/ft 9" min. cover Proposed Top Unit=9.64
min. Use Peastone
14"
34"
Us
I Proposed S=1/8 /ft or Filter Cloth Inspection 96"
Invert 9.66 1500 Gat.1- Port
Proposed Septic Tank
---------- 6" 120„
I
I
I
r i Invert 9.29 Invert 9.10 8.6
6" Stone or com act Proposed 4.3 Level bottom
I. P i. P Proposed I.
6 20 ' _� i ry i -1't
9� EL -4.3
711 8' I rn t 1.3 USGS adjustment
DESIGN Q A TAMarch 08 --Zone A
c�
Observed 'Water=3.0
/ BEDROOMS:
3
B
(oyer 1Oyr 5/8
----- -GARBAGE -GRINDER: - _ - ,--_-
- ___No_--- _ _
-- LEACH--AREA-
oyer 2.5y 6/4
REQUIRED CAPACITY:
330 GPD
_o
served water _
SEPTIC TANK:
15O€i GAL.
USE 4 CULTEC CONTACTOR 1.00'5 NTH.
BOTTOM LEACHING AREA:
407 SF
4' OF STONE ON THE SIDES AND
3 1/2'
[(37' X 11')]
ON THE ENDS TO MAKE A 37' X
11' X 6"
SIDE LEACHING AREA:
48 SF
DEEP LEACH AREA.
[2(37'+ 11') X 0.5' DEEP)}
5' REMOVAL
DESIGN CAPACITY:
336 GPD
[(407 SF + 48 SF) X .74 GPD/SF]
DO 5' ALL AROUND AND UNDER
REMOVAL
DOWN 34"± TO MEDIUM COARSE
SAND.
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State 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
APPR®VE+ FYGL'e-�
D.
ate
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
aRc�EodIED
0 6 2008
HEAL -170 DEP T.
EATON PROPERTY 776I "Y6
LOT 191, 33 TANGLEWOOD DR., WEST YARMOU'TH1, M.A.
MAY 59 2008 SCALE: 1 20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02008 BY R.J. CADILLAC (508) 775-9700 PAPE 1 OF 1
8.2
3.0
1.0
Fill
B
(oyer 1Oyr 5/8
�oamy sand
C
oyer 2.5y 6/4
mel.
coarse sand
_o
served water _
aRc�EodIED
0 6 2008
HEAL -170 DEP T.
EATON PROPERTY 776I "Y6
LOT 191, 33 TANGLEWOOD DR., WEST YARMOU'TH1, M.A.
MAY 59 2008 SCALE: 1 20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02008 BY R.J. CADILLAC (508) 775-9700 PAPE 1 OF 1
8.2
3.0
1.0