HomeMy WebLinkAboutEngineer Plan - 1999MAXIMUM, ,FEA51OLE
00 1. VARY LEACH
COMPUANCE
AREA TO
APPROVALS REQLJE_S
PROPERTY LINE BY 4' (6' PROVIDED).
0 VARY LEACH
AREA TO
BULKHEAD TO BE 19'.
310 CMR 15.211 (1).
OVERHEAD ELECTRIC WIRES (IF SHOWN)
2. VARY COVER
ON N.E.
CORNER ONLY OF LEACH AREA TO
m BE OVER 3'
TO ALLOW
AN EVEN GRADE TRANSFER, AND
n MAINTAIN 9"
OF COVER OVER SEPTIC TANK.
N/F
BOURQUE
N/F
DAVENPORT
NOTE: A PIT IS
BELIEVED TO BE
LOCATED IN THE
PROPOSED LEACH
AREA AND WILL
HAVE TO BE
REMOVED
N/F
DAVENPORT
CAUTION: THIS IS A SITE PLAN
SURVEY, AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE, AS CONFLICT WAS FOUND
BETWEEN RECORD BOUNDS,
310 CMR 15.221 (7).
TH 1,
LEGEND
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
G -
GAS LINE MARKINGS (IF SHOWN)
--0E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
x 9.5 x 11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
ELEVATIONS SHOWN ARE ASSIGNED.
EXISTING CONTOUR
g^
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
TREE (IF SHOWN, NOT ALL SHOWN)
❑
EXISTING DRAINAGE CATCHBASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
C.B. FND
0
Cn
T
l ° 32.7
1
1 V
K
32.
31.9
31.2
v� t
LO
.•--�•-
O ` V •
O t,3
(: o� 30.7
30.4CD
3 0. 0 X 30.1
I1
1
1
3b.0
29.6
BENCH MARK --TOP PK NAIL SET I
IN PAVEMENT = 30.00 ASSIGNED
BEDROOMS: 3 LEACH AREA
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD USE 2 DRY WELLS SET 4' APART
EXISTING SEPTIC TANK: 1000 GAL. WITH 4' OF STONE ON SIDES AND
BOTTOM LEACHING AREA: 320.7 SF 2' STONEON ENDS FOR A 25' X
[(25' X 12.83')] X 12'-10"
X 2 DEEP LEACH AREA.
SIDE LEACHING AREA: 151.3 SF
[2(25'+ 12.83') X 25' DEEP)]
DESIGN CAPACITY: 349 GPD
[(320.7 SF + 151.3 SF) X .74 GPD/SF]
THIS PLAN IS A VALID (OPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
�Pti.(H OF u4ss9
oz RONALD cy�
JS N
CA A
# 5 9
SU`
)2_�-1
SITE PLAN
FOR
AUG 2 7 1999
HEALTH DEPT.
JOSEPH E. & SERENA MARIE TIERNEY
16�1�_
OF'S LOT 91, 33 PHYLLIS DRIVE, S. YARMOUTH, MA
NVALD 9°��
IULE M �� AUGUST 24, 1999 SCALE: 1 =20'
\N1 TAPS%
I
APPROVALDATE
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
1999 BY R.J. CADILLAC
PAGE 1 OF 1
NOTES
NOT TO
SCALE
1.
LOCUS IS A.M. 87, PARCEL 60.
Old Town House Rd.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
o
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
c3
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', EXCEPT AS NOTED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
LOCATION MAP
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
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
TEST HOLE 1
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
13.
PUMP AND REMOVE ANY PITS IN LEACH AREA. REMOVE ANY CLOGGED SOIL, 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 27.8
TEST HOLE DATE: July 13, 1999
Fill
PERFORMED BY: Ron Cadillac, Soil Evaluator
18"
31.40± WITNESSED BY: Kelda Welsh, Inspector
B laver 10yr 4/6
PERC RATE: <2'-00"/inch (C layer)
sondy loam
SURVEY(1993): Carver coarse sand
40"SOIL
7TOPFOUPND.
MAP(1986): Harwich outwash plain deposits
- - - 23.8
4$„GEOLOGIC
27.82 Invert 26.65
ENTER TANK Use Gas Baffle
66"�
Existing 2 DRY WELLS
Invert 24.07
C layer 2.5y 6/6
S=varies Proposed
coorse sand
(1/4"/ft. ,min.) Top Conc.=24.6
(5% gravel)
Top Peastone=24.3
1000 Gal. S=1/4"/ft min.
- - _ _ _ r
_1__
no water
132" 16.8
24"
Use Vertical 45° bends �-
Invert 24.24 Invert 23.8021'8
5'0
Use 6" Stone under Proposed Proposed 1 Bottom
I I rjrI2'
� '
9'1-13i
I I -
coBottom TH 1=16.8
DESIGN DATA `°
BENCH MARK --TOP PK NAIL SET I
IN PAVEMENT = 30.00 ASSIGNED
BEDROOMS: 3 LEACH AREA
GARBAGE GRINDER: No
REQUIRED CAPACITY: 330 GPD USE 2 DRY WELLS SET 4' APART
EXISTING SEPTIC TANK: 1000 GAL. WITH 4' OF STONE ON SIDES AND
BOTTOM LEACHING AREA: 320.7 SF 2' STONEON ENDS FOR A 25' X
[(25' X 12.83')] X 12'-10"
X 2 DEEP LEACH AREA.
SIDE LEACHING AREA: 151.3 SF
[2(25'+ 12.83') X 25' DEEP)]
DESIGN CAPACITY: 349 GPD
[(320.7 SF + 151.3 SF) X .74 GPD/SF]
THIS PLAN IS A VALID (OPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
�Pti.(H OF u4ss9
oz RONALD cy�
JS N
CA A
# 5 9
SU`
)2_�-1
SITE PLAN
FOR
AUG 2 7 1999
HEALTH DEPT.
JOSEPH E. & SERENA MARIE TIERNEY
16�1�_
OF'S LOT 91, 33 PHYLLIS DRIVE, S. YARMOUTH, MA
NVALD 9°��
IULE M �� AUGUST 24, 1999 SCALE: 1 =20'
\N1 TAPS%
I
APPROVALDATE
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
1999 BY R.J. CADILLAC
PAGE 1 OF 1