HomeMy WebLinkAboutEngineered Plan - 2003rn
c�
o_
00
V)
am
n
Liv. Rm I BR
Dn & Kit. BR o
- BR
Sun
Rm
14.68
4,8
� 15.13
BETWEEN BOUNDS AT LOCUS. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Yarmouth Rd.
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
® 14.43 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE RTE 28
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" 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 TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
yp�i 13 LEACH UMP AAREAND �LANDN DISPOSE ROECTEDRBMOHEAAVE LTH AGENY ONT.ED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet)
1�' 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O
x 15.4
TEST HOLE DATE: May 8, 2003 6"
ti RAISE GRADE A COUPLE OF INCHES PERFORMED BY: Ron Cadillac, Soil Evaluator
WATER GATE Aj 14.39 WITNESSED BY: Am Von Hone, RS, CHO
�S BAR 14,45 OVER SEPTIC TANK, AS SHOWN. PERC RATE: <2'y 00"/inch (C layer)
L -J x 15.0 p�; 16.15± SOIL SURVEY(1993): Carver coarse sand 32"
FLOOR PLAN x J3 15.4 LOT 52 / GEOLOGIC MAP(1986): Harwich outwash plain deposits °
NOT TO SCALE / Top Exist Block
:. 11 12 70±S. F� G 14,39 Invert 14.241 Invert 12.90 42"a -
Y .7/4.49 o End Cast Iron Use Gas Baffle 4 CULTEC C-4 UNITS
Proposed Invert 12.65
:..:::15'2 /jj 14,77 QP // 1 9/�, " Proposed H-20
o C', p ' c S=1 /2 /ft+ Use 6 cover 12.91
N /F �b`� ��j IF
S �(/ 14 9 % 14.56 < 14, / \� 14.28 S=1 /4" /ft Top Filter Cloth --No Peastone
S� 9 s 14.15 I Proposed S=1 /4 /ft
COOPER o / 14.26 / Invert 13.15 1500 Gal. 82"
:...
: :..
4.9 lo
c° 14.7 / / Proposed - - - - - „
/ ':. 14 72 �p / x 14.6 I I q 100"
/ clean".::.. �'4
14.6��� out \ QP / Conc. Bound
65 / Found & Held I Invert 12.82 Invert 12.53 4 12.2
x 15,8: `: 4 / o'` ; " i / I I 6 Stone or compact Proposed Proposed I Bottom Level
6 fo; 14.5
Conc. fBound:::. .. ham n\ 14.7:::`.. ,?::.:::.
Found & Held / % M) 14/2
f /
4,5 <14.29
14.6 �, 21 , 14.5
:::::::: x 14,5
NIK
14,4 14.44 ��.
GAS METER
MCGUINESS \ 47` ` 14,6 O'SULLIVAN
14,3 j x 14,1
s, S
r 4 1 -24-1 4' I I - I 6'- El. 8.2
G 0.3' of 0.5' USGS Adjustment
DESIGN DATA CD Using MASH29-April 03
Zone B
Observed Water=7.9
BEDROOMS: 3
-GARB AGE..GRI_NDER: -- - -- --NO -- -----L-EACH--AREA--
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 4 CULTEC C-4 UNITS (H-20) WITH
BOTTOM LEACHING AREA: 432 SF 4' STONE ON SIDES AND 2' OF STONE ON
[(36' X 12')] ENDS FOR A 36' X 12' X 4" DEEP LEACH
SIDE LEACHING AREA: 31.7 SF AREA. USE PERFORATED PIPE SET LEVEL
[2(12'+ 36') .X 0.33' DEEP)] DOWN CENTER OF LEVEL C4 UNITS. CAP
ENDS. SEE DETAIL.
�8• ` / BENCH MARK --SOUTH CORNER OF DESIGN CAPACITY: 343 GPD
?2�;p114.6 ` 0 < 4,5 14 7 BLOCKS= 14.71 ASSIGNED [(432 SF + 31.7 SF) x .74 GPD/SF] LEACH AREA
(AT WHITE PAINT SPOT)
DO 5' ALL AROUND REMOVAL DOWN 32"±
BENCH MARK --TOP OF SPIKE SET -; 14,5 Lay perforated pipe level down center of C-4 Unit, as shown, cap end. TO MEDIUM FINE SAND.
JUST BELOW GRADE=15.00 ASSIGNED Use 410 filter, cloth, no peastone.
(12' OFF BOUND & 5' OFF FENCE)
N /F14.2
MCDONOUGH
Conc. Bound
Found 10"off
LEGEND
HB 1
HAND BORING LOCATION, NUMBER
JOB NO. Y03-13
MAXIMUM FEASIBLE COMPLIANCE APPROVALS
REQUESTED:
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6---
NOTES
Henry.dwg
Nobb
Cvne
x
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 3'
(7' PROVIDED).
CAUTION: THIS IS A SITE PLAN
1.
LOCUS IS A.M. 39, PARCEL 238.
310 CMR 15.211 (1).
SURVEY, AND NOT A PROPERTY
2•
ELEVATIONS SHOWN ARE ASSIGNED.
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' 4'
(
PROVIDED .
)
LINE SURVEY BY THIS OFFICE.
3.
4.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
310 CMR 15.212.
LOT LINES SHOWN ARE APPROX-
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
3. USE 6" COVER OVER SEPTIC TANK. 310CMR 15.228
(1).
(MATE, AS CONFLICT WAS FOUND
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
West
Liv. Rm I BR
Dn & Kit. BR o
- BR
Sun
Rm
14.68
4,8
� 15.13
BETWEEN BOUNDS AT LOCUS. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Yarmouth Rd.
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
® 14.43 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. NOT TO
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE. SCALE RTE 28
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" 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 TEST HOLE 1
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
yp�i 13 LEACH UMP AAREAND �LANDN DISPOSE ROECTEDRBMOHEAAVE LTH AGENY ONT.ED SOIL, BLOCK, AND STONE IN DEPTH (inches) ELEV.(feet)
1�' 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. O
x 15.4
TEST HOLE DATE: May 8, 2003 6"
ti RAISE GRADE A COUPLE OF INCHES PERFORMED BY: Ron Cadillac, Soil Evaluator
WATER GATE Aj 14.39 WITNESSED BY: Am Von Hone, RS, CHO
�S BAR 14,45 OVER SEPTIC TANK, AS SHOWN. PERC RATE: <2'y 00"/inch (C layer)
L -J x 15.0 p�; 16.15± SOIL SURVEY(1993): Carver coarse sand 32"
FLOOR PLAN x J3 15.4 LOT 52 / GEOLOGIC MAP(1986): Harwich outwash plain deposits °
NOT TO SCALE / Top Exist Block
:. 11 12 70±S. F� G 14,39 Invert 14.241 Invert 12.90 42"a -
Y .7/4.49 o End Cast Iron Use Gas Baffle 4 CULTEC C-4 UNITS
Proposed Invert 12.65
:..:::15'2 /jj 14,77 QP // 1 9/�, " Proposed H-20
o C', p ' c S=1 /2 /ft+ Use 6 cover 12.91
N /F �b`� ��j IF
S �(/ 14 9 % 14.56 < 14, / \� 14.28 S=1 /4" /ft Top Filter Cloth --No Peastone
S� 9 s 14.15 I Proposed S=1 /4 /ft
COOPER o / 14.26 / Invert 13.15 1500 Gal. 82"
:...
: :..
4.9 lo
c° 14.7 / / Proposed - - - - - „
/ ':. 14 72 �p / x 14.6 I I q 100"
/ clean".::.. �'4
14.6��� out \ QP / Conc. Bound
65 / Found & Held I Invert 12.82 Invert 12.53 4 12.2
x 15,8: `: 4 / o'` ; " i / I I 6 Stone or compact Proposed Proposed I Bottom Level
6 fo; 14.5
Conc. fBound:::. .. ham n\ 14.7:::`.. ,?::.:::.
Found & Held / % M) 14/2
f /
4,5 <14.29
14.6 �, 21 , 14.5
:::::::: x 14,5
NIK
14,4 14.44 ��.
GAS METER
MCGUINESS \ 47` ` 14,6 O'SULLIVAN
14,3 j x 14,1
s, S
r 4 1 -24-1 4' I I - I 6'- El. 8.2
G 0.3' of 0.5' USGS Adjustment
DESIGN DATA CD Using MASH29-April 03
Zone B
Observed Water=7.9
BEDROOMS: 3
-GARB AGE..GRI_NDER: -- - -- --NO -- -----L-EACH--AREA--
REQUIRED CAPACITY: 330 GPD
SEPTIC TANK: 1500 GAL. USE 4 CULTEC C-4 UNITS (H-20) WITH
BOTTOM LEACHING AREA: 432 SF 4' STONE ON SIDES AND 2' OF STONE ON
[(36' X 12')] ENDS FOR A 36' X 12' X 4" DEEP LEACH
SIDE LEACHING AREA: 31.7 SF AREA. USE PERFORATED PIPE SET LEVEL
[2(12'+ 36') .X 0.33' DEEP)] DOWN CENTER OF LEVEL C4 UNITS. CAP
ENDS. SEE DETAIL.
�8• ` / BENCH MARK --SOUTH CORNER OF DESIGN CAPACITY: 343 GPD
?2�;p114.6 ` 0 < 4,5 14 7 BLOCKS= 14.71 ASSIGNED [(432 SF + 31.7 SF) x .74 GPD/SF] LEACH AREA
(AT WHITE PAINT SPOT)
DO 5' ALL AROUND REMOVAL DOWN 32"±
BENCH MARK --TOP OF SPIKE SET -; 14,5 Lay perforated pipe level down center of C-4 Unit, as shown, cap end. TO MEDIUM FINE SAND.
JUST BELOW GRADE=15.00 ASSIGNED Use 410 filter, cloth, no peastone.
(12' OFF BOUND & 5' OFF FENCE)
N /F14.2
MCDONOUGH
Conc. Bound
Found 10"off
Stone
/Use stone between humps
Ston e
12'
LEACHING CROSS SECTION
1 "= 2'
THIS PLAN IS .A VALID COPY ONLY IF 1T BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
I -TI (J
EAL AGENT APPROVAL
�7
DATE
8.5'
w
a � �
(� r �►
Q
SITE PLAN
r
FOR
THE HENRY FAMILY TRUST
LOT 52, 59 NOBBY LANE, WEST YARMOUTH, MA
MAY 141 2003 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
14.7
12.0
LEGEND
HB 1
HAND BORING LOCATION, NUMBER
W
WATER LINE MARKINGS
x 9.5 x 8,7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6---
EXISTING CONTOUR
g----
PROPOSED CONTOUR
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
Stone
/Use stone between humps
Ston e
12'
LEACHING CROSS SECTION
1 "= 2'
THIS PLAN IS .A VALID COPY ONLY IF 1T BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
I -TI (J
EAL AGENT APPROVAL
�7
DATE
8.5'
w
a � �
(� r �►
Q
SITE PLAN
r
FOR
THE HENRY FAMILY TRUST
LOT 52, 59 NOBBY LANE, WEST YARMOUTH, MA
MAY 141 2003 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
2003 BY R.J. CADILLAC
14.7
12.0
PAGE 1 OF 1
7.9
6.4
PAGE 1 OF 1