HomeMy WebLinkAboutEngineered Plan - 1997MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
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1. VARY LEACHING TO PROPERTY LINE BY 1.5' (8.5' PROVIDED).
VARY SEPTIC TANK TO LOT LINE BY 2' (8' PROVIDED).
00 310 CMR 15.211 (1).
a 2. NO RESERVE AREA SHOWN. 310CMR 15.248.
3. VARY DEPTH TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310CMR 15.212.
4. USE 6" COVER OVER SEPTIC TANK. 310CMR 15.228 (1).
BENCH MARK -PK NAIL SET IN
PAVED WALK=19.02 ASSIGNED
-
�•3- - - - - 19.4
WILL01"W STREET
LOCATION OF ,F_
HIDDEN DRAINAGE r - - �.�- --- - _ _ _ _
IS BASED UPON ^�L ®19� - -�� � X 19.4 --�� 9.2 '�
AS -BUILT FROM -' - (� 87'04'55" E � 19.1 X x1 g•� 19.4
19.3 RAISE GRADE OVER SEPTIC
ENGINEERING DEPT. x '18.9 3 �Q� C TANK AND NEARBY HOUSE
% `a�� 19.4 __.� CORNER, AS SHOWN.
AN OLD CESSPOOL IS 01 V 19.6
REPORTED TO BE IN X / TH 1 X 19.1 X 198'
LEACH AREA. (SEE (S� 9. Q� 9.1
X 18.7 18.9 �/ 19.E
NOTE 13) 1 .7 _- ' x .6 1 (� X19.2
19.720
:: 9
, 2' -_______-fir s 9.6 1
_
_-::___--�h / X 119 7 (�l
1
19
.21I
1=_j Vn
o A -6 X 19.3
o
I I v
19.6 0
CO 19.1Ln
I II
_j _ 0 I(A W 4 (T► W 1
W X.:: ==::: N
_ �::::. _= o f rn
---------
rn
Ll
CROCKER
19.6 X 19.3 X 119.3 _ �( ��9 0
--------_ -- / 19.3
GARAGE _ I� EXISTING DR 18.9 I
=-
8 5 A Y
-------_----_- 1.5 a3. ,
18.8
0 W o
S �
X -__--_-+ ___ _ 80O'RIGHT OF WAY_ _ `oC �8•�9.1 I
X 18.3 X 18.5
19.0 0119.5
N/F f-19.2
FRINK I
BENCH MARK-- TOP SE CORNER I
BOTTOM STEP = 20.00 ASSIGNED 19.1
Invert 18.32
Existing Cast Iron one
half foot from foundation
S=1 /2"/f t provide 6" cover
Invert 17.68
Use Gas Baffle Invert 17.00 6 RECHARGER 180'S
Proposed 79„a
S=1 /8"/ft
1500 Gal. S=1/8"/ft
I
Invert:17.937
I Proposed Invert 17.17 Invert 16.97
Use 6" Stone under Proposed -
I I I
10 1 r-51
DESIGN DATA
LEGEND
TH 9
TEST HOLE LOCATION, NUMBER
W
WATER LINE MARKINGS
--OE
OVERHEAD ELECTRIC WIRES (IF SHOWN)
X 9.5 x 11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�,-6--I
EXISTING CONTOUR
-8---
PROPOSED CONTOUR
ra_�
UTILITY POLE (IF SHOWN)
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
TREE (IF SHOWN, NOT ALL SHOWN)
O
EXISTING SEPTIC COVER
❑
EXISTING DRAINAGE CATCHBASIN
OD
EXISTING DRAINAGE COVER
Invert 18.32
Existing Cast Iron one
half foot from foundation
S=1 /2"/f t provide 6" cover
Invert 17.68
Use Gas Baffle Invert 17.00 6 RECHARGER 180'S
Proposed 79„a
S=1 /8"/ft
1500 Gal. S=1/8"/ft
I
Invert:17.937
I Proposed Invert 17.17 Invert 16.97
Use 6" Stone under Proposed -
I I I
10 1 r-51
DESIGN DATA
NOTES
BEDROOMS:_
3
GARBAGE GRINDER:
1.
LOCUS IS A.M. 36, PARCEL S6.
330 GPD
SEPTIC TANK:
St.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
[(47.17' X 7')]
SIDE LEACHING AREA:
3.
LOCUS IS IN FLOOD ZONE B ON FIRM DATED JULY 2, 1992.
U)
345 GPD
4,
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
0
5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
101dMain
6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
NOT TO
7.
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14"•
SCALE
8.
IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
Street
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
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
19.1
TEST HOLE DATE: March 26, 1997
A layer 10yr 3/3
PERFORMED BY: Ron Cadillac, Soil Evaluator
loamy sand
20.78± WITNESSED BY: Amy L. Von Hone, RS
12"
PERC RATE: <2'-00"/inch (C layer)
B layer 10yr 5/8
TOP FOUND. SOIL SURVEY(1993): Carver coarse sand
loamy sand
GEOLOGIC MAP(1986): Harwich outwash plain deposits
32
16.4
Invert 18.32
Existing Cast Iron one
half foot from foundation
S=1 /2"/f t provide 6" cover
Invert 17.68
Use Gas Baffle Invert 17.00 6 RECHARGER 180'S
Proposed 79„a
S=1 /8"/ft
1500 Gal. S=1/8"/ft
I
Invert:17.937
I Proposed Invert 17.17 Invert 16.97
Use 6" Stone under Proposed -
I I I
10 1 r-51
DESIGN DATA
BEDROOMS:_
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330 GPD
SEPTIC TANK:
1500 GAL.
BOTTOM LEACHING AREA:
330.2 SF
[(47.17' X 7')]
SIDE LEACHING AREA:
136.1 SF
[2(11'+ 47.17') X 1.17' DEEP)]
DESIGN CAPACITY:
345 GPD
[(330.2 SF + 136.1 SF) X .74
GPD/SF]
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
N OF 4 -is '
ROI`4ALD
CAD! - C ,
7c
cW�.M�a,
RONALD
JXVIE'
SNI TAR��
-/�-9
HEALT AGENT APPROVAL DATE
4.
17.5
TOP PEA STONE 95"
- - - - 14" 124„
T
15.80
4 Bottom
C layer 2.5y 6/3
med. sand
3
0.6' 8/10 Yr. Adjustment
Using MIW29-Mar.97=7.45, Zone A
See High Ground -water Calc. sheet
OBSERVED WATER=11.2
LEACH AREA
USE 6 CULTEC RECHARGER 180'S
WITH 2' OF STONE ON SIDES AND
4' OF STONE ON THE ENDS, FOR
AN 7' BY 47'-2" BY 14" DEEP,
LEACHING AREA
A 5' REMOVAL IS CALLED FOR
OF TOP AND SUBSOIL DOWN
32"t TO MEDIUM SAND.
11.2
MAY o g 1997
SITE PLAN HEALTH DEPT.
FOR
JOHN & KATHRYN B. BASILE
53 SOUTH STREET, S. YARMOUTH, MA
MAY 21 1997 SCALE: 1 t$=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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