HomeMy WebLinkAbout83-1926 - Site Plan 2LOT 11
TEST HOLE 1
DEPTH (inches) ELEV.(feet)
0
8"
13"
32"
74'
120
A Toyer 10yr 2/2
loam sand
E lover 10yr 6 2
loamy sand
B layer 10yr 5/8
foamy sand
C layer 2.5y 6/6
medium sand
observed water
8:9
6.2
2.7
-1.1
LOT 11
TEST HOLE 2
DEPTH (Inches) ELEV.(feet)
0
4"
13"
32"
4
42" a
$8"
122'
0 layer
E layer 10yr 4 2
loam sand.
B layer 10yr 5/8
loamy Band
C layer 2.5y 6/6
medium sand
–observed– water
8,9
6.2
Bottom Flood
Vent=11
Top Slab
=10.5
LOT 11
GRADE CHANGES
ARE PROPOSED
Prop. Top Fo
Invert 9.57
M
Proposed
1500 Gal."
Septic Tonk
6" Stone or c
w -- 10'
I
-
DESIGN DATA
NOTES (
BEDROOMS:
4
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
440 GPD
PROPOSED SEPTIC TANK:
1500 GAL.
EFFECTIVE LEACHING AREA:
605.4 SF
4.73 SF/LF X 4'/UNIT=18.92 S.F/UNIT
;a i
1 rn
32 UNITS X 18.92 SF/UNIT-302.7 SF(EFFECTIVE)
DESIGN CAPACITY:
448 GPD
[(605.4 SF) X ,74 GPD/SF]
6.
BENCH MARK --TOP DISC ON
CONC. BOUND=7.37 NGVD29
9.4
TEST HOLE DATE: March 22, 2012
PERFORMED BY; Ron Cadillac, Soil Evaluator
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993)i Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 9.12
Use Gas Baffle Invert 8.85
®Filter Cloth
3.3''
Invert 8.78,
,ert 9.02 Propose 5'
'roposed 3'
10'—� 1 N II ---•5', (High Gra
rUr 0,8' OF 1.7' USGS Adjustment
< 7 Provided Using MASH29
March 2012 --Zone Ax
OBSERVED WATER -2-7
•LocUs is within 300' of Run Pond
Shrub Meadow Swamp.
LEACH AREA
USE 32 INFILTRATOR QUICK4 PLUS STANDARD
LOW PROFILE CHAMBERS, AS SHOWN, FOR A
32' LONG BY 11'-4" WIDE BY 3,3" DEEP
LEACH AREA. COVER WITH FILTER CLOTH.
5' REMOVAL
DO 5' ALL AROUND AND UNDER REMOVAL_
DOWN 32"d: TO MEDIUM SAND.
N /F
5CHWELM
10.8
—10
\ 7.
\ \ a • 7.4
\
\,4
\ \ 6
\ \ 9
\ '.1
V 6.73 \
6.3 C 6.1
11 F\ \ \
62
rri
i
F\ \
coil
of
<I V
>II PROVIDE S" DUCTILE\
(nII IRON PIPE UNDER
DRIVE --MATCH TO
i EXISTING DRAINAGECn
• 7.os
SWALE
�I
�I
�I
z I N /F
III
TUERS
I
I
LEGEND
TH 1 TEST HOLE LOCATION, NUMBER
—W— PROPOSED WATER SERVICE
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
—UE UNDERGROUND ELECTRIC WIRES (IF MARKED)
9.5 x8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
g-- PROPOSED CONTOUR
rg UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
x — FENCE (IF SHOWN, NOT ALL SHOWN)
0 TREE (IF SHOWN, NOT ALL SHOWN)
REV. 5/4/12 --LOT 11 ONLY SHOWN FOR CONCOM
10,9
JOB NO. Y12-6
NOTES (
K1ng1_ot11.cIvvg
1.
LOCUS IS A,M. 42, PARCEL 158.
J
156.97'
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 111.
N
W LOT
1
11 N
1 �
i Nlr
715,345±S.F.
9 .1
;a i
1 rn
.el /
z4
5.
1 fn
�1
dry° x 11,2oo"--
cq��R ' °� OROtia
6.
��,,
,�•
7,
nF
8.
/co
7 °
i x
(0,o
` S
11,4
pO�v�<v
O �/� FOIV
C'o, �`�<<� 041f
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
�7 0, ti0
p
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON
*Oc97
8,8
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11,
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
NOTE SCALED FLOOD LINE
FROM FIRM DIFFERS FROM
GROUND ELEVATIONS
N/F
BUTLER
- 9.4
1
8,9 9.0
8.9
TH 1 °
z3'
3
x77 ?
� `10 / 1LC
Fp��* TH 2 8.8
OF o6.8 3s
F
7.55
04
F � 7._
0 9.1
R7.R
1�1
CE
6,19
\F EXISTING DRAINAGE SWALE
RESEED DISTURBED AREAS
���E_E_—E-_E—E—E--E_
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
N /F
COTE
JOB NO. Y12-6
NOTES (
K1ng1_ot11.cIvvg
1.
LOCUS IS A,M. 42, PARCEL 158.
FB27/26 SB127
LL,
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 111.
3.
LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1992,
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
5.
10
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
3
7,
nF
1
8,9 9.0
8.9
TH 1 °
z3'
3
x77 ?
� `10 / 1LC
Fp��* TH 2 8.8
OF o6.8 3s
F
7.55
04
F � 7._
0 9.1
R7.R
1�1
CE
6,19
\F EXISTING DRAINAGE SWALE
RESEED DISTURBED AREAS
���E_E_—E-_E—E—E--E_
*SEE PETITIONERS PLAN FOR CASE NO. 13018 FOR THESE DIMENSIONS
N /F
COTE
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
G3A130'3N
Ltd VO An
uolssltuwoo
III
SITE FLAN
l
FOR
I
OT TO
CALE
LOCATION MAP
ORRIS cC DIANE DING
LOT 11, BASS RIVER TERRACE, S, YARMOUTH, MA
APRIL 16, 20' 2 SCALE: 1"-20'
i
I
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
x'10. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE OF 1
02012 BY R.J. CADILLAC ��
JOB NO. Y12-6
NOTES (
K1ng1_ot11.cIvvg
1.
LOCUS IS A,M. 42, PARCEL 158.
FB27/26 SB127
2.
ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 111.
3.
LOCUS IS IN FLOOD ZONE A11(EL. 11) & B ON FIRM DATED JULY 2, 1992,
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
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 l
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET,
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
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.
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
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3),
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,
14,
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
G3A130'3N
Ltd VO An
uolssltuwoo
III
SITE FLAN
l
FOR
I
OT TO
CALE
LOCATION MAP
ORRIS cC DIANE DING
LOT 11, BASS RIVER TERRACE, S, YARMOUTH, MA
APRIL 16, 20' 2 SCALE: 1"-20'
i
I
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
x'10. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700 PAGE OF 1
02012 BY R.J. CADILLAC ��