HomeMy WebLinkAboutEngineered Plan - 1998CONSTRUCTION NOTES:
1. EXTEND RAIL FENCE 16' BACK BETWEEN
DRIVE AND PROPOSED SEPTIC TANK TO
KEEP CARS OFF IT.
2. EXISTING WATER LINE TO BE MOVED
TO AT LEAST 10' OFF PROPOSED LEACHING.
X 3�
X 8.6
EDGE OF WETLAND
10.
12.5
� � 1
/
N/F�<
O
>� TOWN OF YARMOUTH . 'f/c
12.3^�.
X 13.6
X. ,13.6
N/F
HEILIGMANN
12912.0
1
(®)2.8 !\�
X 13'7 \ 14.2
PLUMBER TO REIo'LUMB REAR 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. p
SEWER LINES INTO EXIST -•w TEST HOLE DATE: March 31, 1998
ING FRONT SEWER LINE PERFORMED BY: Rory Cadillac, Soil Evaluator
SHOWN. 16:52- WITNESSED BY: Amy L. Von Hone, RS 11"
TOP PERC RATE: <2'-00"/inch (C layer)
YOU MUST CUT OFF EXISTING SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits 26
N/F CAST IRON PIPE AT FOUNDATION Invert 14.47
/ AND RUN NEW SCH 40 FROM c
CAVANDER Exist. Cast Iron Invert 13.94 �
FOUNDATION TO GET PROPER PITCH. a
� Use Gas Baffle Invert 13.62 RECHARGER 3301S 70"
Proposed
USE 6" COVER 5=1 8" ft 14.1
/ TOP PEA STONE 103"
;•: ( 1500 Gal.
Invert 14.23 I ( - - - - - 24" 132"
lC•'
l
Exist.End Cast Ir h n�,&t 14.19
13 J"s Proposed Invert 13.79 Invert 13.60 4, 11.60
BENCH MARK --TOP SW CORNER I Use 6 Stone under Proposed Proposed i Bottom
d'Q, Q SSA , STOOP = 15.00 ASSIGNED
,Zc QQQ 1- 3
0.4' USGS Adjustment
+ r 1 Mash29--March98
�� DESIGN DATA Zone A
OBSERVED WATER=7.2
BEDROOMS: 4
:•.14.5
V 16.
16.2
LEGEND .
TEST HOLE LOCATION, NUMBER
W
GARBAGE GRINDER:
No
_440
- -
=-LEACH
RTE
28
7
REQUIRED CAPACITY:
GPD
AREA
..x 15.6
EXISTING CONTOUR
�ir� / !
SEPTIC TANK:
1500 GAL.
n
MAXIMI,.
FEASIBLE COMPLIANQEPI.OVALS
REOUE TED:
1.
LOCUS IS A.M. 25, PARCEL N7.
USE 4 CULTEC RECHARGER 330'S
"` 74•
�/ "°
1`5 tz, 4 0
[(43.33' X 9.33')]
WITH 4' OF STONE ON ENDS, 30" OF
TH 1
2.
ELEVATIONS SHOWN ARE ASSIGNED.
SIDE LEACHING AREA:
_
;?
/ 1 .3
[2(9.33' 43.33') X 2` DEEP)]
IN MIDDLE, AS SHOWN FO A 9'-4"
3.
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
O 14
S'
D
BY 43'-4"LO NGBY 24" DEEP
7s�
1.
VARY LEACHING TO
PROPERTY LINE BY 5' (5' PROVIDED).
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
a
VARY LEACHING TO
FOUNDATION BY 5' (OVER 15' PROVIDED).
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
310 CMR 15.211 (1).
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
2.
NO RESERVE AREA
SHOWN. 310CMR 15.248.
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Carver F
3.
VARY SEPARATION
T4 HIGH GROUNDWATER BY 1' (4' PROVIDED).
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
°
31OCMR 15.212.
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
4.
USE 6" OF COVER
OVER PROPOSED SEPTIC TANK. 310CMR 15.228 (1).
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
5.
VARY LEACHING TO
WETLAND BY 16'± (84'± PROVIDED). LOCAL REG.
10.
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP.
LOCA-nON
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 DE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 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. DEPTH
(inches)
12.5
� � 1
/
N/F�<
O
>� TOWN OF YARMOUTH . 'f/c
12.3^�.
X 13.6
X. ,13.6
N/F
HEILIGMANN
12912.0
1
(®)2.8 !\�
X 13'7 \ 14.2
PLUMBER TO REIo'LUMB REAR 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. p
SEWER LINES INTO EXIST -•w TEST HOLE DATE: March 31, 1998
ING FRONT SEWER LINE PERFORMED BY: Rory Cadillac, Soil Evaluator
SHOWN. 16:52- WITNESSED BY: Amy L. Von Hone, RS 11"
TOP PERC RATE: <2'-00"/inch (C layer)
YOU MUST CUT OFF EXISTING SOIL SURVEY(1993): Carver coarse sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits 26
N/F CAST IRON PIPE AT FOUNDATION Invert 14.47
/ AND RUN NEW SCH 40 FROM c
CAVANDER Exist. Cast Iron Invert 13.94 �
FOUNDATION TO GET PROPER PITCH. a
� Use Gas Baffle Invert 13.62 RECHARGER 3301S 70"
Proposed
USE 6" COVER 5=1 8" ft 14.1
/ TOP PEA STONE 103"
;•: ( 1500 Gal.
Invert 14.23 I ( - - - - - 24" 132"
lC•'
l
Exist.End Cast Ir h n�,&t 14.19
13 J"s Proposed Invert 13.79 Invert 13.60 4, 11.60
BENCH MARK --TOP SW CORNER I Use 6 Stone under Proposed Proposed i Bottom
d'Q, Q SSA , STOOP = 15.00 ASSIGNED
,Zc QQQ 1- 3
0.4' USGS Adjustment
+ r 1 Mash29--March98
�� DESIGN DATA Zone A
OBSERVED WATER=7.2
BEDROOMS: 4
:•.14.5
V 16.
16.2
X 16.5
NO GRADE CHANGES
ARE PROPOSED
TH 1
LEGEND .
TEST HOLE LOCATION, NUMBER
W
GARBAGE GRINDER:
No
_440
- -
=-LEACH
G
2
7
REQUIRED CAPACITY:
GPD
AREA
..x 15.6
EXISTING CONTOUR
�ir� / !
SEPTIC TANK:
1500 GAL.
UTILITY POLE (IF SHOWN)
O
Q 14.2 7-g/
BOTTOM LEACHING AREA:
404.2 SF
USE 4 CULTEC RECHARGER 330'S
"` 74•
�/ "°
1`5 tz, 4 0
[(43.33' X 9.33')]
WITH 4' OF STONE ON ENDS, 30" OF
TH 1
!
X/� 5 4�
SIDE LEACHING AREA:
210.6 SF
STONE ON SIDES, AND 8' OF STONE
/ 1 .3
[2(9.33' 43.33') X 2` DEEP)]
IN MIDDLE, AS SHOWN FO A 9'-4"
16
O 14
S'
BY 43'-4"LO NGBY 24" DEEP
7s�
/ �
"1 ! 1 .8`/ -
DESIGN CAPACITY:
[(404.2 SF + 210.6 SF) X ,74
455 GPD
GPD/SF"]
LEACHING AREA.
X 16.5
NO GRADE CHANGES
ARE PROPOSED
TH 1
LEGEND .
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
-PW-
PROPOSED WATER SERVICE
G
GAS LINE MARKINGS (IF SHOWN)
----OE
OVERHEAD ELECTRIC WIRES (IF SHOWN)
X 9.5 X 11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
g---
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
TREE (IF SHOWN, NOT ALL SHOWN)
0
EXISTING SEPTIC COVER
EI
EXISTING DRAINAGE CATCHBASIN
14.9
15.5
7Q, X 15.8
C }/ 16.3 10 /15.8 BENCH MARK --TOP PK NAIL IN
PAVEMENT = 14.04 ASSIGNED
1 /
16. X 6.5
/16.6
w THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
.&AA_
��tjlz7jgd
EALTH AGENT. APPROVAL.
DATE
A layer10yr 3/2
loamy sand
B layer 10yr 5/6
foamy sand
C layer 2.5y 6/6
shed. to coarse sand
_ observedwater
no wtiteh � w
ELLV.(feet) I
I 15.$
13.6
7.2
4.8
SITE PLANIRE
AOR APS 3 0 1S�t3
HEALTH DEPT.
ROBERT L. PLATT
LOT 7v 53 WILLIAMS ROAD, W. YARMOUTH, MA
APRIL 27, 1998 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. SOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 1