HomeMy WebLinkAboutEngineered Plan - 2004ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
coa
et
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�....% \ 4,�j
3L0 31,26
765
\✓- i � 3 ��G251s X1,46 510 \ NO GRADE CHANGES
x,44 35, \ \ ARE PROPOSED
_ 31,4 g6.
i 6 x 7 x 31,6Ole
0,9 30.88 SPR \
00.3 \
9,57 ^Q x0.:4 \ \x 0,4
CS`.. ''�:• X0,6
x'9,8 .%:':.�' ;; •�t�=... • ��
2 41 // p r .. �� 5 30.3
\ ci
i 30.5
28,5 N
0,3
cr
x 2 3040 27,8 0_ co
:: ......:: :•
29.0
Qom.: 2 7.3
N 28
0, o x 29.`' OJ� ��_. , 26,99
o � x 27.2
e
28,.un
0
0
9
27%
\\Il _7,3
x 2
2 ,
BENCH MARK--N.W. CORNER OF \
BOTTOM STEP = 30.61 ASSIGNED j, x 7,4
X9,2 l PLAY HOUSE
26,7 x 26,2
,6 2 .3 26. 26,6
LOT 14
16,690±S.F. co x 25,5
x 27.6 N
115 OZ
6,3 NSF
577!5 PERELLA
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
- - - -
GAS LINE MARKINGS
x 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
/,-6-- -
EXISTING CONTOUR
8----
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
IE
EXISTING DRAINAGE CATCH BASIN
x ---
FENCE (IF SHOWN, NOT ALL SHOWN)
SOIL SURVEY(1993):
TREE (IF SHOWN, NOT ALL SHOWN)
LOT 14
16,690±S.F. co x 25,5
x 27.6 N
115 OZ
6,3 NSF
577!5 PERELLA
A layer 10yr 3/2 29.5
sandy loam
B layer 10yr 5/8
loamy sand
27.3
C1 layer 2.5y 6/3
fine sandy loam
21.0
C2 layer 2.5y 7/3
medium sand
T no water IRO
i
Invert 26.57 Invert 26:20 24.20
6" Stone or Compact Proposed Proposed I 5.3 Bottom
�--19' I I N j 7, i pf•� Y I
< 19' Bottom TH1=18.9 r
DESIGN DATA
6,7 BEDROOMS: 4 1Iq� (
- - GARBAGE :GRINDS : - N - - LEACH _,AREA_,____,_
REQUIRED CAPACITY: 440 GPD USE 3 DRY WELLS WITH 4' OF STONE
?5.8 EXISTING SEPTIC TANK: 1000 GAL.
BETWEEN THEM AND 4' OF STONE ALL
BOTTOM LEACHING AREA: 539.5 SF AROUND, FOR A 41'-6" BY 13' BY
[(41.5' X 13')] 2' LEACH AREA.
SIDE LEACHING AREA: 218 SF
[2(13'+ 41.5') X 2' DEEP)] OPTIONAL 2' REMOVAL
DESIGN CAPACITY: 454 GPD TWO FOOT ALL AROUND REMOVAL IS
[(539.5 SF + 218 SF) X .60 GPD/SF] OPTIONAL IF SOIL CONDITIONS FOUND
ARE EQUAL TO OR WORSE THAN TEST
HOLE, REMOVAL IS RECOMMENDED. IF
SOILS ARE BETTER, REMOVAL IS NOT
RECOMMENDED. CALL R.J. CADILLAC
FOR INSPECTION.
--�_'
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
EA AGENT APPROVAL DATE
a[9(�11[EUWEP
APR 2 9 2004
SITE PLAN HEALTH DEPT.
FOR
DOUGLAS D. & LAURA A. SHERMAN
LOT 149 1 FLAT ROCK WAY, SO. YARMOUTH, MA
APRIL 23, 2004 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2004 BY R.J. CADILLAC
PAGE 1 OF 1
0
NOTES
JOB NO. Y04-04
NOT TO
March 18, 2004
Ron Cadillac, Soil Evaluator
13"
SEPTIC TANK=28.27 ASSIGNED
Sherman2.dwg
SCALE
1.
LOCUS IS A.M. 109, PARCEL 34.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
Z
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992,
SOIL SURVEY(1993):
Carver coarse sand
4.
'ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
a�
Harwich outwash plain deposits
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON 'TOWN WATER.
Great w'PN�Dei7.6.
Q
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.is
Invert 26.95
3 DRY WELLS
7.
"
INLET TEE TO PROJECT DOWN 13-, OUTLET TEE DOWN 14".
estern Rd, �--`
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
ROUTE 6
FExisting. pipe
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Whites Path
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
Grt.We:
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
Rd.
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,
Ti
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
26.7=Top Peastone
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)
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
A layer 10yr 3/2 29.5
sandy loam
B layer 10yr 5/8
loamy sand
27.3
C1 layer 2.5y 6/3
fine sandy loam
21.0
C2 layer 2.5y 7/3
medium sand
T no water IRO
i
Invert 26.57 Invert 26:20 24.20
6" Stone or Compact Proposed Proposed I 5.3 Bottom
�--19' I I N j 7, i pf•� Y I
< 19' Bottom TH1=18.9 r
DESIGN DATA
6,7 BEDROOMS: 4 1Iq� (
- - GARBAGE :GRINDS : - N - - LEACH _,AREA_,____,_
REQUIRED CAPACITY: 440 GPD USE 3 DRY WELLS WITH 4' OF STONE
?5.8 EXISTING SEPTIC TANK: 1000 GAL.
BETWEEN THEM AND 4' OF STONE ALL
BOTTOM LEACHING AREA: 539.5 SF AROUND, FOR A 41'-6" BY 13' BY
[(41.5' X 13')] 2' LEACH AREA.
SIDE LEACHING AREA: 218 SF
[2(13'+ 41.5') X 2' DEEP)] OPTIONAL 2' REMOVAL
DESIGN CAPACITY: 454 GPD TWO FOOT ALL AROUND REMOVAL IS
[(539.5 SF + 218 SF) X .60 GPD/SF] OPTIONAL IF SOIL CONDITIONS FOUND
ARE EQUAL TO OR WORSE THAN TEST
HOLE, REMOVAL IS RECOMMENDED. IF
SOILS ARE BETTER, REMOVAL IS NOT
RECOMMENDED. CALL R.J. CADILLAC
FOR INSPECTION.
--�_'
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
EA AGENT APPROVAL DATE
a[9(�11[EUWEP
APR 2 9 2004
SITE PLAN HEALTH DEPT.
FOR
DOUGLAS D. & LAURA A. SHERMAN
LOT 149 1 FLAT ROCK WAY, SO. YARMOUTH, MA
APRIL 23, 2004 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2004 BY R.J. CADILLAC
PAGE 1 OF 1
0
BENCH MARK -TOP, BACK & CENTER
TEST HOLE DATE:
PERFORMED BY:
March 18, 2004
Ron Cadillac, Soil Evaluator
13"
SEPTIC TANK=28.27 ASSIGNED
WITNESSED BY:
Dave Flaherty, RS
PERC RATE:
<2'-25"/inch (Cl layer)
26"
31.40
SOIL SURVEY(1993):
Carver coarse sand
GEOLOGIC MAP(1986):
Harwich outwash plain deposits
tion
Q
3
Invert 26.95
3 DRY WELLS
Use Gas Baffle
FExisting. pipe
Proposed
Invert 26.40
Proposed27.0=Top
Conc."
102
Ti
S=1 �4"�ft
26.7=Top Peastone
Existing
S=1/8"/ft
min.
1000 Gal.
-- ----I
"-------
24"
127"
A layer 10yr 3/2 29.5
sandy loam
B layer 10yr 5/8
loamy sand
27.3
C1 layer 2.5y 6/3
fine sandy loam
21.0
C2 layer 2.5y 7/3
medium sand
T no water IRO
i
Invert 26.57 Invert 26:20 24.20
6" Stone or Compact Proposed Proposed I 5.3 Bottom
�--19' I I N j 7, i pf•� Y I
< 19' Bottom TH1=18.9 r
DESIGN DATA
6,7 BEDROOMS: 4 1Iq� (
- - GARBAGE :GRINDS : - N - - LEACH _,AREA_,____,_
REQUIRED CAPACITY: 440 GPD USE 3 DRY WELLS WITH 4' OF STONE
?5.8 EXISTING SEPTIC TANK: 1000 GAL.
BETWEEN THEM AND 4' OF STONE ALL
BOTTOM LEACHING AREA: 539.5 SF AROUND, FOR A 41'-6" BY 13' BY
[(41.5' X 13')] 2' LEACH AREA.
SIDE LEACHING AREA: 218 SF
[2(13'+ 41.5') X 2' DEEP)] OPTIONAL 2' REMOVAL
DESIGN CAPACITY: 454 GPD TWO FOOT ALL AROUND REMOVAL IS
[(539.5 SF + 218 SF) X .60 GPD/SF] OPTIONAL IF SOIL CONDITIONS FOUND
ARE EQUAL TO OR WORSE THAN TEST
HOLE, REMOVAL IS RECOMMENDED. IF
SOILS ARE BETTER, REMOVAL IS NOT
RECOMMENDED. CALL R.J. CADILLAC
FOR INSPECTION.
--�_'
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
EA AGENT APPROVAL DATE
a[9(�11[EUWEP
APR 2 9 2004
SITE PLAN HEALTH DEPT.
FOR
DOUGLAS D. & LAURA A. SHERMAN
LOT 149 1 FLAT ROCK WAY, SO. YARMOUTH, MA
APRIL 23, 2004 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2004 BY R.J. CADILLAC
PAGE 1 OF 1