HomeMy WebLinkAboutEngineered Plan - 1996V)
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BENCH MARK --TOP OF WOOD
STAKE r 20.00 ASSIGNED
NO GRADE CHANGES PROPOSED
._... -
LANE18.4
TU
1-7 A RN
TEST H01_E DATE: April 4, 1996 DEPTH (inches) ELEV.(feet)
PERFORMED BY: Ron Cadillac, Soil Evaluator 0
21.1± WITNESSED BY; Peter L;. Bryanton, Inspector
TOP FOUND. PERC RATE: <2'-00/inch (Cl layer) 5"1
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 18.65
Existing Invert 17.72 27"
use cas
TIE INTO EXIST, PIPE saffleInvert 17.01
Proposed
-- -- 0.
18.4 '�1$•� ' ` 7 18.7 S= 16» IftTOP PEA STONE 65"0
X) 15.9 -.� T✓ \ \\ / 1500 Gal. - - - -
X16.9 X18.4 \ / it--�24,>
N 86,3 ' 18.1 X 18.6 R .2SQ \ \ �( 19.0 / 1 Invert 17.97
I 132"
20.3
18.0
S! Existing Cast Iron 9.3
05.28 '9 \ f / / I Invert 17.18 Invert 16.93
\ 4/ Use 6 Stone under Proposed Proposed i 5.4'
20.0 \ I 15' I 1 36,
X 1 .7 x I' 9.7 �--~'' X 20. .� 18.7
X 9.3 / I Bottom Test Hole 1 T 9.3
1.0 / 3 19.0 >, DESIGN DATA Standing water observed at
/ X 0.2 least 2 below edge of
X 18.2
L65 X/�g g "S% BEDROOMS: 4 wetland shots.
(5) CP O GARBAGE GRINDER: No
x 1 2 1 18.1 N 20.8 20.0 19.1 REQUIRED CAPACITY: 440 GPD
I X 201 Q� d�, \ SEPTIC TANK: _-, --- - 1500 GAL.MIN: '- �,�/4Gfi _.AREA --- -- -- - -- - --
-- -
X(9.9 === - < "__ 4 \`� /�cF� Q.�, 19.2 BOTTOM LEACHING AREA: 225 SF USE 2--45' LONG BY 2.5' WIDE
-- "- �0 /� "O>,�p� \ [2(45' X 2.5')] BY 2' DEEP LEACHING TRENCHES,
X 18 8 EXISTING HOUSE. __ 20e F \ SIDE LEACHING AREA: 380 SF WITH PERFORATED PIPE DOWN
NO, 27 ` 20.0 X 19. \ [2(95'perimeter) X 2' deep)] CENTER PITCHED @ 1/16"/FT. MIN.
full
. 8 = �aseC DESIGN CAPA ITYmen _--
. 447 GPD0.8
�Q \ [(225 SF + 380 SF) X .74 GPD/SF]
4
-- 1 Q --®
/_. __
-----___---� - / � 19.7
�+ r-�-- =---- - __=
10 20.6 conc- 20.6 x 20.2
�7
,
15 1 Lo.0ad X 2��/S.
9 / 1.1 J X �,r// ��/I01 6 19.9
X 020.5
19.7
X 2 '0 6' 20.x' -
20.5X 21.2 S�, �/ 20.2 N /F,
N F TOWN OF YARMOUTH o r °
_0.9
Ar -
BENCH MARK --TOP S.E. CORNER
LEGEND I CONC. PAD ;:= 20.87 ASSIGNED
TH 1
COTES
____W
Sa
1.
LOCUS IS A.M. 43, PARCEL K5.
-OE
OVERHEAD ELECTRIC WIRES (IF` SHOWN)
2.
ELEVATIONS SHOWN ARE ASSIGNED.
--8---
o�o'�
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
---OU----
O�`�e
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
O
EXISTING SEPTIC COVER
5.
,
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
0,
Qoca
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
s
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
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D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
4
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BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
NOT TO
Qa
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
SCALE
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,
LOCATION
MAP
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12.
ALL FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING, IF NEEDED,
IS TO BE CLEAN GRANDULA.R SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).-�-
H4 113.
PUMP AND FILL ANY EXISTING CESSPOOLS.
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
TEST H01_E DATE: April 4, 1996 DEPTH (inches) ELEV.(feet)
PERFORMED BY: Ron Cadillac, Soil Evaluator 0
21.1± WITNESSED BY; Peter L;. Bryanton, Inspector
TOP FOUND. PERC RATE: <2'-00/inch (Cl layer) 5"1
SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 18.65
Existing Invert 17.72 27"
use cas
TIE INTO EXIST, PIPE saffleInvert 17.01
Proposed
-- -- 0.
18.4 '�1$•� ' ` 7 18.7 S= 16» IftTOP PEA STONE 65"0
X) 15.9 -.� T✓ \ \\ / 1500 Gal. - - - -
X16.9 X18.4 \ / it--�24,>
N 86,3 ' 18.1 X 18.6 R .2SQ \ \ �( 19.0 / 1 Invert 17.97
I 132"
20.3
18.0
S! Existing Cast Iron 9.3
05.28 '9 \ f / / I Invert 17.18 Invert 16.93
\ 4/ Use 6 Stone under Proposed Proposed i 5.4'
20.0 \ I 15' I 1 36,
X 1 .7 x I' 9.7 �--~'' X 20. .� 18.7
X 9.3 / I Bottom Test Hole 1 T 9.3
1.0 / 3 19.0 >, DESIGN DATA Standing water observed at
/ X 0.2 least 2 below edge of
X 18.2
L65 X/�g g "S% BEDROOMS: 4 wetland shots.
(5) CP O GARBAGE GRINDER: No
x 1 2 1 18.1 N 20.8 20.0 19.1 REQUIRED CAPACITY: 440 GPD
I X 201 Q� d�, \ SEPTIC TANK: _-, --- - 1500 GAL.MIN: '- �,�/4Gfi _.AREA --- -- -- - -- - --
-- -
X(9.9 === - < "__ 4 \`� /�cF� Q.�, 19.2 BOTTOM LEACHING AREA: 225 SF USE 2--45' LONG BY 2.5' WIDE
-- "- �0 /� "O>,�p� \ [2(45' X 2.5')] BY 2' DEEP LEACHING TRENCHES,
X 18 8 EXISTING HOUSE. __ 20e F \ SIDE LEACHING AREA: 380 SF WITH PERFORATED PIPE DOWN
NO, 27 ` 20.0 X 19. \ [2(95'perimeter) X 2' deep)] CENTER PITCHED @ 1/16"/FT. MIN.
full
. 8 = �aseC DESIGN CAPA ITYmen _--
. 447 GPD0.8
�Q \ [(225 SF + 380 SF) X .74 GPD/SF]
4
-- 1 Q --®
/_. __
-----___---� - / � 19.7
�+ r-�-- =---- - __=
10 20.6 conc- 20.6 x 20.2
�7
,
15 1 Lo.0ad X 2��/S.
9 / 1.1 J X �,r// ��/I01 6 19.9
X 020.5
19.7
X 2 '0 6' 20.x' -
20.5X 21.2 S�, �/ 20.2 N /F,
N F TOWN OF YARMOUTH o r °
_0.9
Ar -
BENCH MARK --TOP S.E. CORNER
LEGEND I CONC. PAD ;:= 20.87 ASSIGNED
TH 1
TEST HOLE LOCATION, NUMBER
____W
WATER LINE MARKINGS
'-"-'G-
GAS LINE MARKINGS (IF SHOWN)
-OE
OVERHEAD ELECTRIC WIRES (IF` SHOWN)
9.5 011.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
--8---
EXISTING CONTOUR
C-cb
UTILITY POLE (IF SHOWN)
---OU----
OVERHEAD UTILITIES (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
O
EXISTING SEPTIC COVER
A20.7
20.2;; MCLAUGHLIN
2
-2 20.1
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
,MP ANDoJ6l_QNATURE.
'4�4v��
APPROVAL
./HEAL/fH AGENT
o CADILLAC
v ,p 91060 0
sgNITAR�Pa
DATE
:,7-
FOR
p�LED
6 1-993
SITE PLAN Al OEPT.
CURRY FAMILY TRUST
LOT 5, 27 SATURN LANE, S. YARMOUTH, MA
MAY 1, 1996 SCALE; 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
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