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PROPOSED TWO BEDROOM DESIGN WITH GARBAGE GRINDER:
1. PURSUANT TO 310CMR 15.240 (5) A DEED RESTRICTION
LIMITING USE TO TWO BEDROOMS IS TO BE GRANTED
TO THE APPROVING AUTHORITY.
2. PLEASE NOTE THAT DISCONNECTION OF THE EXISTING GARBAGE
GRINDER WOULD CONVERT THIS DESIGN TO A, THREE BEDROOM
SYSTEM, MAKING THE DEED RESTRICTION UNNEEDED.
N/F B.M.--TOP S.W CORNER
SLATE BLOCK = 40.00 ASSIGNED
BERGQUIST
9.0
�� 39.2 \ I
N 83*27' ocr E I
9 � 1
47
92,
9' ±
== 12' L J
X 1
X patio J 15' I
I
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o 5 THI X1 0. 2 I
o _ X 4
rn v == IX 40.. rnl� I
15' m \I
== I I cn
== I I F31 I X �01 38.4
_ =_____ = _ ___ :_ 4 .3 40. 1 I 1
----------------
- -X 4�:9- 4�.5 pARKIING � 40,5
40.5
X 3 4 39.9 .4 ARE)c � 39.1
COX 38.8
I
Ilia
-40�
X 39.3 \
94.72'
_38_ -
X 37.3
36
x 33.7
X 39.1
I I
I �o� 0.
N /F
PHINNEY
4C. C
8 I
NOTE: EXISTING SEWER AND
WATER SERVICE APPEAR TO
BE ABOUT 9 FEET APART
WHERE THEN ENTER BUILDING.
BENCH MARK --TOP OF WOOD
STAKE = 40.46 ASSIGNED
NOTES
NOT TO
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1.
LOCUS IS A.M. 110, PARCEL A10.
SCALE
2.
ELEVATIONS SHOWN ARE ASSIGNED.
0
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
fir.
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
(ap
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
o
8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
o
D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
�6
9.
DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE.
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" PEASTONE 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 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 BURY ONSITE WITH THE HEALTH AGENTS APPROVAL_ DEPTH
(inches) ELEV.(feet)
14.
ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0
40.2
A layer 10yr 4/4
TEST HOLE DATE: June 21, 1997
sandy loam
PERFORMED BY: Ron Cadillac, Soil Evaluator 18"
WITNESSED BY: Rick Judd, inspector
PERC RATE: <2'-00"/inch (C layer)
B layer tl000a5/6
sandy loom
SOIL SURVEY(1993): Carver loamy coarse sand 41"
GEOLOGIC MAP(1986): Cape Cod Bay lake deposits
36.8
Invert 38.3t
Estimated Existing Invert Invert 36.83
Use Gas Baffle Invert 36.58 3 MAXIMIZERS
S=1 "/ftt Proposed 37.0
S=1 /2"/ft TOP PEA STONE
1500 Gal. S=1 /2 /ft s
1.71'
Invert 37.08
Proposed Invert 36.75 Invert 36.5034.79
Use 6" Stone under Proposed ProposedBottom
r---13 -f j-- 2 I 1 ?Tl,5.
Bottom TH 1= 29.2
DESIGN DATA
BEDROOMS: 2
GARBAGE GRINDER: YES
REQUIRED CAPACITY: (220 X 1.5) 330 GPD LEACH AREA
SEPTIC TANK: (2 compartment tank) 1500 GAL.
BOTTOM LEACHING AREA: 322.2 SF USE 3 INFILTRATOR MAXIMIZERS
[(29.75' X 10.83')] WITH 4' OF STONE ALL AROUND
SIDE LEACHING AREA: 138.8 SF FOR A 29'-9" BY 10'-10" BY
[2(29.75'+ 10.83') X 1.71' DEEP)] 20 1/2" DEEP LEACHING AREA.
DESIGN CAPACITY: 341 GPD
[(322.2 SF + 138.8 SF) X .74 GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
SITE PLAN
FOR
HELEN B. POND
Ilk
70"
132"
C layer 2.5y 6/4
fine loamy sand
no water
AUG 0 7 1997
yF! A,TH DEil'T.
29.2
LEGEND
OFh° � CFVA,
17 CHURCH STREET, YARMOUTHPORT MA
TH 1
TEST HOLE LOCATION, NUMBER
4F R0"1ALD �y�,P. kt ALD yN'
W
WATER LINE MARKINGS
4
JAVIES
c j .i E
AUGUST
5, 1997
SCALE
1
"=20'
G
GAS LINE MARKINGS (IF SHOWN)
U1 '
-OE
OVERHEAD ELECTRIC WIRES (IF SHOWN)
TCA
X 9.5 x 11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
SgN1TPh, R�q�,
RONALD J. CADILLAC, PLS, RS
8.--
PROPOSED CONTOUR
7
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
�
UTILITY POLE (IF SHOWN)
-OU-
OVERHEAD UTILITIES (IF SHOWN)
P.O. BOX 258
TREE (IF SHOWN, NOT ALL SHOWN)
WEST YARMOUTH, MA 02673
Q
EXISTING SEPTIC COVER
(508) 775-9700
I -]EXISTING
DRAINAGE CATCHBASIN
EALT AGENT APPROVAL DATE
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