HomeMy WebLinkAboutEngineered Plan - 20020 CONSTRUCTION NOTES:
00 1. LEACHING AREA MAY HAVE TO BE FIELD ADJUSTED
LO TO AVOID ELECTRIC OR WATER. MOVE PHONE LINE.
2. HAVE ELECTRIC. POWER LINE MARKED PRIOR TO ANY
Q DIGGING.
a-' 3. FIND WATER LINE IN PARKING AREA AND MAKE SURE
J NEW LEACHING IS 10' OFF.
4. PROPOSED LEACHING IS IN LOCATION OF OLD LEACHING.
REMOVE ANY CLOGGED SOIL AND STONE, REUSE 3 FLO'S.
ELECT. POWER CABLE
= 22.2
23.8
,r
•TEST ,HOLE LOCATIONS FROM C.R. SHORT PLAN OF 2/6/85
TH 1 CLAY TO 8'
-• TH 2-4 HAVE SAND WITHOUT ANY CLAY DOWN 10-12' 23.0
TH1
: 25.3 23.3 2.4
22,
Tu 21& 22.5
N /F h'` 4 3 X1.8
ROBERTS �, o' / 21.9
24.9 OO 23.L.
-P 'ems . l.lo
/ x2
23.1 22.
2 �_�,
H �1�
HAVE BURRIED ELECTRIC • 22.52
LINE MARKEDH 23.6 TH 4
4.1 Stone Parkin
/ \ 23�
/
23.9
2
BENCH MARK --TOP OF SPIKE X41 rs9
f24.0 SET IN STONE= 22.52 ASSIGNED Sgt • S4.
N /F
COOPER
ti s D
s� rr e
1 /
S14 -
LEGEND
TH. 1 TEST HOLE LOCATION, NUMBER
�✓ ' WATER LINE FOUND DURING TEST HOLE
1.
T UNDERGROUND PHONE FLAGS l
x
9.5 x 6.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)!
X6.1' EXISTING CONTOUR
$' PROPOSED CONTOUR
2.2EXISTjNG 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS: 0
HOUSE I TEST HOLE DATE: De6ember 13, 2001 g„
N0. 214 PERFORMED BY: `Ron Cadillac, Soil Evaluator
2.0 ��••°�••••:••• 21.8 eo , 16.5 I WITNESSED BY: Amy Von Hone, RS, CHO
BENCH MARK -TOP REAR CENTER 20
0 �Ecrc 21,6` • SEPTIC .TANK = 21.80 ASSIGNED PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver loamy coarse sand
211+ 20.7 ; . 153' ` GEOLOGIC MAP(1986): Cape Cod Bay lake deposits 36'
J ^ -18.516.4 Invert 20.50 , a
�O Top Exist. Found.=23.0 5 CO 63'
2 t Use Gas Baffle Invert 19.72 Contactor 100 s
Existing
Yf 11.'111.1 Proposed
20.6 18.9 ":Q ' 15.5 . i - 2Q,`Z
co ls.o1 Existing S=1/8 TOP PEA STONE 88"
oy 1000 Gal. - -
6»
16.46 T
/o „ Invert 19.89 Invert 19.70 N19.2 114"
r�o /� 6 Stone or compact Proposed Proposed I 4.1 Bottom level
I I fV I I 120"
„
Fill
A
layer 7.5yr 3/3
4
sandy loam
layer 7.5yr 5/
loamy sand
C
layer 7.5yr 6/
fine sand
perched water
JOB NO. Y01-52
INSPECTION SCHEDULE' NOTES
(6/26/02)
observed water
a Kastli.dwg
tiro
silt loam
1 CALL HEALTH AGENT, OR R.J. CADILLAC TO INSPECT
LEACHING HOLE PRIOR TO PLACING STONE.
1.
)t ..
�'
LOCUS IS A.M. 140, PARCEL 47.
B
ads
n Homers Do-& Rd.
2. CALL HEALTH AGENT FOR FINAL INSPECTION.
2,
ELEVATIONS SHOWN ARE ASSIGNED. F-` '•
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.j_, ;
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.
N
N /F
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
o
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
01
T. 0. Y.
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
1
21.4
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
t
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING 'MUST:BE PROVIDED.
NOT
TO
SLIGHT GRADE CHANGES
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR `CHIMNEYS, IN PLACE.
SCA
E
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
, ` MAP
s ARE PROPOSED 10. STONE TO BE DOUBLE WASHED -3/4 TO 1 1/2" WITH 2"j, -MIN. 1/8 TO 1/2" PEA STONE ,ON TOP.
�
LOCATION
A
• �9 s•
z2.8 rr?o.
11.
IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL' LOG -ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
F
12.
IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL ,FOR 5'..AROUND AND UNDER LEACHING
TE
ST HOLE 1
I s.2
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS, OF 310 CMR 15.255(3).
�.. ....... 15.51
13.
PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
'
2z'� .........
'.':
LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. "
D
DEPTH
(inches) ELEV.(feet)
19.4
2.2EXISTjNG 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS: 0
HOUSE I TEST HOLE DATE: De6ember 13, 2001 g„
N0. 214 PERFORMED BY: `Ron Cadillac, Soil Evaluator
2.0 ��••°�••••:••• 21.8 eo , 16.5 I WITNESSED BY: Amy Von Hone, RS, CHO
BENCH MARK -TOP REAR CENTER 20
0 �Ecrc 21,6` • SEPTIC .TANK = 21.80 ASSIGNED PERC RATE: <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver loamy coarse sand
211+ 20.7 ; . 153' ` GEOLOGIC MAP(1986): Cape Cod Bay lake deposits 36'
J ^ -18.516.4 Invert 20.50 , a
�O Top Exist. Found.=23.0 5 CO 63'
2 t Use Gas Baffle Invert 19.72 Contactor 100 s
Existing
Yf 11.'111.1 Proposed
20.6 18.9 ":Q ' 15.5 . i - 2Q,`Z
co ls.o1 Existing S=1/8 TOP PEA STONE 88"
oy 1000 Gal. - -
6»
16.46 T
/o „ Invert 19.89 Invert 19.70 N19.2 114"
r�o /� 6 Stone or compact Proposed Proposed I 4.1 Bottom level
I I fV I I 120"
„
Fill
A
layer 7.5yr 3/3
sandy loam
layer 7.5yr 5/
loamy sand
C
layer 7.5yr 6/
fine sand
perched water
(6/26/02)
observed water
C
layer 2.5y 6/1
silt loam
layer 5851
ilty clay loam
21.1
r
4
i
15.1
133..
8
13.1
11.6 ..
ns 15.70
r- 59 2- EI. 15.1
/Q�� PERCHED NJATER=15.1(6/26/02)
a <
178 /".7 ^m�ryC,� DESIGN DATA OBSERVED WATER=13.1
-� 1502
LOT 6 /� -
�i BEDROOMS - - --- -3 MIN.
-
/� - ;- ----- -GARBAGE GRIIJDR:--
f/ REQUIRED CAPACITY: 330 GPD LEACH ARE/ - - --- - -
39, 040± S. F.
REV. 6/26/02 --LEACHING AREA REVISED TO PERCHED WATER
IS ING SEPTIC TANK: 1000 GAL. USE 5 CONTACTOR 100 S WITH 4' OF STONE ON ;
1s.ol
BOTTOM LEACHING AREA: 412.5 SF THE SIDES AND AROUND 21/2' STONE ON HE:- ,
-6 X 11 X 6LEACH AREA.
[(37.5 ENDS FOR A 37'" ' "
X 11')] - ...'..
SIDE LEACHING AREA: 48.5 SF
11 `) X 0.5' DEEP)]
N/F DESIGN CAPACITY: 341 GPD 5' REMOVAL
[(412.5 SF + 48.5 SF) X .74 GPD/SF] DO 5' ALL AROUND REMOVAL DOWN TO FINE AND. ~:
YARM. CONSERVATION TR.
F
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED-
1. VARY LEACH AREA TO PROPERTY LINE BY 2' (8' PROVIDED).
310 CMR 15.211 (1).
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212. -
3. NO RESERVE AREA SHOWN. 310CMR 15.248. 1."
SITE PLAN d ' IT
x FOR�. EAL_05P
..
THIS PLAN IS A VALID COPY ONLY IF IT BEARS" KASTLI'
AN ORIGINAL RED STAMP AND SIGNATURE.,PATRICIA C. ' `• i ':
o
SS9c gssgc LOT 61 214 CENTER .STREET, ..YARMOUTH ORT M.A' f -
R 0 N LD yes ;RONAf`D tiN. �.
�/\\\ JAI S o Al i1=S FEBRUARY 18t 2002SCALE: 1 "= 30'
VVV � 10
SrE�Oce, s\°�
i
gNITAR\NN �osull���° J. RONALD J
CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR ®ISTERED SANITA IAN , ,;:
P.O. BOX 258 ,w , c.:
WEST YARMOUTH, MA 02673 4 I ,,,;�,
DATE (508) 775-9700 r ,
" "'`
@2002 BY R.J. CADILLAC PAGE 1 OF 1