HomeMy WebLinkAbout12 Pilgrim Road Site Plan 3/ F
6
S� 9
TOP '0 F COA`
BANK
N/F
MARINO
0
/ °q 0
�. 0,\9 / TEST HOLE DATE: Nov. 18, 1999
N/F PERFORMED BY: Ron Cadillac, Soil Evaluator 28"
XxOJ� 1 TI� > 6 0° S RAND 12.47± WITNESSED BY: Keldo Welsh, Inspector 36"
n `. TOP FOUND. PERC RATE: <2'-00"/inch (C layer)
�� 0`��0 \ r SOIL SURVEY(1993): Carver coarse sand
F�\��Oye�eec�/ j 'o TOP OF WALL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46"
,°O etc 0 /;/ o "' SEE SHEET;.2 BY Invert 8.58
y 61 8 0o B. YOUNG,' PE REPLUMB-P d Invert 8.13 n
/ . �q .8 _ repose
9 0°Q �9 3 / / to moo Use Gas Baffle Invert 7 93 4 CONTACTOR 100'S58"
OF, � . / N/F � O)O over
/ Proposed
�\
ROSETTI A Use 6" cover 8.25 °q°.o S-1/8"/ft TOP PEA STONE
t
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = 5.41 ASSIGNED
(6' OFF CENTER OF CATCH BASIN)
*CAUTION: THIS IS A SITE PLAN
SURVEY,'AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE, AND REFLECT ACTUAL
MONUMENTS FOUND AND
OCCUPATION LINES.
5' DEEP IMPERVIOUS
BARRIER --73 L.F. OF
40 MIL AFCO VINYL
FLASHING, OR EQUAL.
TOP FLASHING=TOP
PEASTONE=8.25' GRADE
ABOVE BARRIER=8.7 MIN
NO SLOPES STEEPER
THAN 3:1 OUTSIDE
THE BARRIER. GRADE
ABOVE LEACH=9.3 MIN.
If, '• S=1/8"/ft
of Invert 8.38
9S I Proposed 1500 Gal.
1 9 0
s 'o, REPLUMB TO EXIT WITH
°o o CENTER OF PIPE. S-8" Invert 8.10 Invert 7.75
s BELOW TOP FOUNDATION. 6" Stone or compact proposed Proposed
Y �o -10• I I 3, I N I 2' I
r I �- I I 18 F
9' DESIGN DATA
NOTE: THIS PROPOSED SEPTIC SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEPTIC
SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD.
BOTH SYSTEMS SHARE A WALL AND GRADING.
TH 1
N F
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE
FOUND,
OJ 6
/
OVERHEAD ELECTRIC WIRES (IF SHOWN)
MAXIMUM
FEASIBLE
COMPLIANCE APPROVALS REQUESTED:
°a GINGRAS
'f`
�`Cs,
Joe NO. Y99-50
0j��8
0
UTILITY POLE (IF SHOWN)
®5
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310
CMR 15.255(3).
> >
�oi,�
NOTES //
L��'�
�8 BUCHANAN.DWG
Rte
28
Q o
T
S
p
1. VARY LEACH AREA
TO PROPERTY LINE BY 5.3' (4.7' PROVIDED).
1.
LOCUS IS A.M. 29, PARCEL 119. Y, �/
b�j
N/F
VARY LEACHING TO
BASEMENT BY 13.6' (6.4' PROVIDED W/BARRIER.)
2.
ELEVATIONS SHOWN ARE NGVD29. lI
Cn
KACZMAREK
VARY TANK TO BE 8' FROM HOUSE AND 8.2' FROM LOT LINE.
3.
LOCUS IS IN FLOOD ZONE Al2 (EL.12) ON FIRM D
ALL ABOVE ARE 310
CMR 15.211 (1).
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4"
F T. NLESS NOTED)
2. VARY SEPARATION
TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE
0 WATER.
s
310 CMR 15.212.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
Sagamore Rd.
3. NO RESERVE AREA
COULD BE PROVIDED. 310 CMR 15.248.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
°
> 0
4. VARY REMOVAL TO
BE 3' WIDE ON NORTH AND EAST SIDES AND 4'
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL
FLOW
>
WIDE ON WEST AND
SOUTH SIDES, EXCEPT ALTER AT DECK SUPPORT,
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
Pilgrim Rd.
NOT TO
IF NEEDED, SO AS
NOT TO UNDERMINE. 310 CMR 15.255 (9);
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING
MUST BE PROVIDED.
SCALE
S,
5. VARY LEACHING TO
BORDERING WETLANDS BY 43' (57' PROVIDED) LOCAL
REG.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
LOCATION
v< 6. VARY COVER OVER TANK TO BE 6". 310 CMR 15.228 (1). ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
10.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN 1/8 TO 1/2" PEA STONE ON TOP
MAP
/ °q 0
�. 0,\9 / TEST HOLE DATE: Nov. 18, 1999
N/F PERFORMED BY: Ron Cadillac, Soil Evaluator 28"
XxOJ� 1 TI� > 6 0° S RAND 12.47± WITNESSED BY: Keldo Welsh, Inspector 36"
n `. TOP FOUND. PERC RATE: <2'-00"/inch (C layer)
�� 0`��0 \ r SOIL SURVEY(1993): Carver coarse sand
F�\��Oye�eec�/ j 'o TOP OF WALL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46"
,°O etc 0 /;/ o "' SEE SHEET;.2 BY Invert 8.58
y 61 8 0o B. YOUNG,' PE REPLUMB-P d Invert 8.13 n
/ . �q .8 _ repose
9 0°Q �9 3 / / to moo Use Gas Baffle Invert 7 93 4 CONTACTOR 100'S58"
OF, � . / N/F � O)O over
/ Proposed
�\
ROSETTI A Use 6" cover 8.25 °q°.o S-1/8"/ft TOP PEA STONE
t
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = 5.41 ASSIGNED
(6' OFF CENTER OF CATCH BASIN)
*CAUTION: THIS IS A SITE PLAN
SURVEY,'AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE, AND REFLECT ACTUAL
MONUMENTS FOUND AND
OCCUPATION LINES.
5' DEEP IMPERVIOUS
BARRIER --73 L.F. OF
40 MIL AFCO VINYL
FLASHING, OR EQUAL.
TOP FLASHING=TOP
PEASTONE=8.25' GRADE
ABOVE BARRIER=8.7 MIN
NO SLOPES STEEPER
THAN 3:1 OUTSIDE
THE BARRIER. GRADE
ABOVE LEACH=9.3 MIN.
If, '• S=1/8"/ft
of Invert 8.38
9S I Proposed 1500 Gal.
1 9 0
s 'o, REPLUMB TO EXIT WITH
°o o CENTER OF PIPE. S-8" Invert 8.10 Invert 7.75
s BELOW TOP FOUNDATION. 6" Stone or compact proposed Proposed
Y �o -10• I I 3, I N I 2' I
r I �- I I 18 F
9' DESIGN DATA
NOTE: THIS PROPOSED SEPTIC SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEPTIC
SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD.
BOTH SYSTEMS SHARE A WALL AND GRADING.
TH 1
N F
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE
FOUND,
OJ 6
/
OVERHEAD ELECTRIC WIRES (IF SHOWN)
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6_-,
°a GINGRAS
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
0
UTILITY POLE (IF SHOWN)
®5
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310
CMR 15.255(3).
> >
�oi,�
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED
SOIL, BLOCK, AND STONE IN
8
10
Q o
T
14
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
DEPTH (inches)
/ °q 0
�. 0,\9 / TEST HOLE DATE: Nov. 18, 1999
N/F PERFORMED BY: Ron Cadillac, Soil Evaluator 28"
XxOJ� 1 TI� > 6 0° S RAND 12.47± WITNESSED BY: Keldo Welsh, Inspector 36"
n `. TOP FOUND. PERC RATE: <2'-00"/inch (C layer)
�� 0`��0 \ r SOIL SURVEY(1993): Carver coarse sand
F�\��Oye�eec�/ j 'o TOP OF WALL GEOLOGIC MAP(1986): Harwich outwash plain deposits 46"
,°O etc 0 /;/ o "' SEE SHEET;.2 BY Invert 8.58
y 61 8 0o B. YOUNG,' PE REPLUMB-P d Invert 8.13 n
/ . �q .8 _ repose
9 0°Q �9 3 / / to moo Use Gas Baffle Invert 7 93 4 CONTACTOR 100'S58"
OF, � . / N/F � O)O over
/ Proposed
�\
ROSETTI A Use 6" cover 8.25 °q°.o S-1/8"/ft TOP PEA STONE
t
BENCH MARK --TOP PK NAIL SET
IN PAVEMENT = 5.41 ASSIGNED
(6' OFF CENTER OF CATCH BASIN)
*CAUTION: THIS IS A SITE PLAN
SURVEY,'AND NOT A PROPERTY
LINE SURVEY BY THIS OFFICE.
LOT LINES SHOWN ARE APPROX-
IMATE, AND REFLECT ACTUAL
MONUMENTS FOUND AND
OCCUPATION LINES.
5' DEEP IMPERVIOUS
BARRIER --73 L.F. OF
40 MIL AFCO VINYL
FLASHING, OR EQUAL.
TOP FLASHING=TOP
PEASTONE=8.25' GRADE
ABOVE BARRIER=8.7 MIN
NO SLOPES STEEPER
THAN 3:1 OUTSIDE
THE BARRIER. GRADE
ABOVE LEACH=9.3 MIN.
If, '• S=1/8"/ft
of Invert 8.38
9S I Proposed 1500 Gal.
1 9 0
s 'o, REPLUMB TO EXIT WITH
°o o CENTER OF PIPE. S-8" Invert 8.10 Invert 7.75
s BELOW TOP FOUNDATION. 6" Stone or compact proposed Proposed
Y �o -10• I I 3, I N I 2' I
r I �- I I 18 F
9' DESIGN DATA
NOTE: THIS PROPOSED SEPTIC SYSTEM TO
BE INSTALLED AT SAME TIME AS THE SEPTIC
SYSTEM FOR HOUSE NO. 14 PILGRIM ROAD.
BOTH SYSTEMS SHARE A WALL AND GRADING.
TH 1
LEGEND
TEST HOLE LOCATION, NUMBER
-W-
WATER LINE MARKINGS
-G-
GAS LINE MARKINGS (IF SHOWN)
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 x 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6_-,
EXISTING CONTOUR
____8--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
®5
EXISTING SEPTIC COVER
®
EXISTING DRAINAGE CATCH BASIN
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 10/06/03 --OFFSETS
TO LOT LINES SHOWN BASED UPON MAY 2000 FIELD LOCATION
e
BENCHMARK --TOP & CENTER OF
N/F CONC. BOUND= 9.30 NGVD29
CATALONI
INSPECTION SCHEDULE
1. CALL R.J. CADILLAC TO STAKE WALL
LOCATION.
2. CALL B. YOUNG, PE, TO INSPECT WALL
AND FOOTING PRIOR AND DURING POUR.
3. CALL R.J. CADILLAC TO DO FINAL
INSPECTION, IF REQUIRED BY HEALTH
AGENT.
BEDROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330
GPD
SEPTIC TANK:
1500
GAL
BOTTOM LEACHING AREA:
418
SF
[2(19' X 11')]
SIDE LEACHING AREA:
49
SF
[98' PERIMETER X 0.5' DEEP)]
li:IF_T II
6„ 102"
Fill
B layer 10yr 5/6
sandy loom
Cl layer 10yr 5/3
fine sandy loam
C2 layer 10yr 5/6
observed water
medium sand
4.0' Bottom
High Groundwater=3.25 NGVD29
0.2' Adjustment Provided
Locus is within 300'
of Salt Marsh
OBSERVED WATER=3.05 NGVD29
USE 4 CULfEIf CONTACTORS SET
IN 2 LEACH AREAS, AS SHOWN.
EACH LEACH AREA HAS 4' STONE
ON SIDE AND 30" ON END FOR TWO
11' X 19' X 6" DEEP LEACH AREAS.
DESIGN CAPACITY: 345 GPD REMOVAL
[(418 SF + 49 SF) X .74 GPD/SF] DO 3' REMOVAL ON NORTH & EAST
SIDES, AND DO 4' REMOVAL ON WEST
40 MIL BARRIER & SOUTH SIDES, ALL DOWN 46"±
THE PROPOSED BARRIER RUNS ALONG TO MEDIUM SAND. ALTER REMOVAL,
THE EDGE OF THE REMOVAL FROM THE IF NEEDED, AT DECK SUPPORT.
SEPTIC TANK TO A POINT 20' OFF THE
FOUNDATION OF HOUSE NO. 14.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
10 16 (o3
HEALTH AGENT APPROVAL DATE
SITE PLAN
FOR
MARGARET F. BUCHANAN
LOT 499 12 PILGRIM ROAD, WEST YARMOUTH, MA
MAY 249 2000 SCALE: 1 "=20"
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2000 BY R.J. CADILLAC
ELEV.(feet)
7.9
4.05
3.05
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