HomeMy WebLinkAboutEngineered Plan - 1999I X 49.6
1 X 49.61
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l\ 48 '
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46.7
6.8
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0
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' X� 42.1 42.
ABANDONED WELL N/F
50.1 MACNIECE
5 X 56.7
X 58.7
S
5 .2 81 °04'30" E
F z� 5 6 120.0
X 59.2
058.7
X 5.5 58.1 LOT 9
5 X
5848
.......:,.;-,� 15,000± S.F.
69
a
3
EXISTING HOUSE
N0, 16
full basement
X 5 1
/xx 51.5
.P 00
X 40.1 n 42.3' X 47.3
EXISTING PAVED DRIVE Qj
40 ---- --- -- ---_ - 1
9 :4 .0 TH 1
50. i X .3
' X 38.7 / x X 4.3120.0'r -
N 81 04'30' w
BENCH MARK --TOP CONC. NAIL
IN PAVEMENT = 40.00 ASSIGNED
N/F
CROyELL
NDJES
1. LOCUS IS A.M. 136, PARCEL 46.
2. ELEVATIONS SHOWN ARE ASSIGNED.r' , �Q
3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992. Z Jo
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.
6. COMPONENTS TO BE AASHTO H-20, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW Gunrock
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. Rd.
60.1 9. DEPTH OF COMPONENTS NOT TO EXCEED 3, OR VENTING MUST BE PROVIDED. SQO ALE
BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTOR CHIMNEYS IN PLACE. Q
ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. LOCATIOG� 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,t1NSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDIC 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 DISPOSE OF AS DIRECTED BY HEALTH AGENT, DEPTH (inches)
14 ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS
Fill
A/E layer 10yr 4/3
lo0my sand
B layer 10yr 5/8
loamy sand
C layer 2.5y 6/4
medium sand
no water
58.4 I' o
TEST HOLE DATE: June 11, 1999 12"
PERFORMED BY: Ron Cadillac, Soil Evaluator
Q WITNESSED B1(: Kelda Welsh, Inspector 18"
0 PERC RATE: <2'-00"/inch (C layer)
POOL SOIL SURVEY(1993): Carver coarse sand
(IN GROUND) D GEOLOGIC MAP(1986): Harwich outwash plain deposits 36"
58. 3�
1< F 49.48 2 DRY WELLS °
Use Gas Baffle
!) (Z-
Proposed Invert 48.00 H--20
57.5 H-20 Proposed 48.0
o
57.0 �i Existing 1 /2"/ft TOP PEA STONE
X
i Invert 49.73 1000 Gal.
56 55.6 ! Existing - - - - - 24" 138"
S, X 54.9
53.0 \-_,
ESER VE X
53.6
__::: 53.3
x_
REMOVE CLOGGED SOIL OR STONE
WITHIN 5' OF NEW LEACHING AND
REPLACE WITH CLEAN SAND,
HOSTILE NEIGHBOR REFUSED
ENTRY ON THIS LOT TO MEASURE
ADJACENT CONTOURS
INSTALLATION NOTE: PEASTONE MAY BE INCREASED
ON SIDE OF SYSTEM NEAR TO HOUSE TO 3' BELOW
TOP OF PAVED DRIVE, FOR GRADING PURPOSES.
(TO AVOID CHANGING PAVEMENT GRADES.)
DO NOT INCREASE DEPTH OF PEATONE ON -SOUTH
SIDE OF LEACHING. (CHANGE SURFACE GRADES.)
INSTALLATION NOTE 2: ANY MOVEMENT OF LEACHING
WEST TOWARD STREET WOULD NOT MEET BREAKOUT
AND REQUIRE AN IMPERVIOUS BARRIER AND A 5' RE-
MOVAL ON THAT SIDE.
LEGEND
-1$l• TH 1
TEST HOLE LOCATION, NUMBER
W -
WATER LINE MARKINGS
GARBAGE GRINDER:
-OE
OVERHEAD ELECTRIC WIRES
(IF SHOWN)
X 9.5 X 11.0
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,-6" -
EXISTING CONTOUR
[(33' X 12.83')]
8----
PROPOSED CONTOUR
183.3 SF
COU
UTILITY POLE (IF SHOWN)
DESIGN CAPACITY:
448 GPD
TREE (IF SHOWN, NOT ALL
SHOWN)
Cs
EXISTING SEPTIC COVER
-T-- x -
FENCE (IF SHOWN, NOT ALL
SHOWN)
REV. 9/7/99--B.O.H. REQUIRED CHANGES TO LEACH AREA.
53,
51.9
Invert 48.17 Invert 47.50 45.5 _
BENCH MARK ---TOP CONC. NAIL Use 6" Stone under Proposed I 8 Bottom
IN PAVEMENT = 51.73 ASSIGNED I p Proposed
I INI
r 6
Bottom TH 1=37.5
DESIGN DATA
HEALTH OEPARTD
COVERS TO GI
EACH DRY W
ENT REQUIRES METAL
E ON D -BOX, AND
i
THIS PLAN IS A VALID OPY ONLY IF I BEARS
AN ORIGINAL RED SIAM AND SIGNATURE.
N OF bfgss9 i P�-tN OF QAsi1,$
• RONA RONALD oy
Cq vhf `X00` ,�a S "�••�.�� �
asU
�1 �. /��L�! _moi •
�.. r • r
LEACH AREA
USE 2 H-20 DRY. WELLS SET 8' APART
WITH 4' OF STONE ALL AROUND FOR
A 33' BY 12'-10" BY 2' DEEP LEACH
AREA,
SITE PLAN
FOR
Ri SEEP 0 7 1999
HEALTH DEPT.
ELEV.(feet)
49.0
46.0
37.5
RICHARD R. & KAREN C. SHERMAN
LOT 91 16 GUNROCK ROAD, YARMOUTHPORT, MA
AUGUST 23, 1999 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL .LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
1999 BY R.J. CADILLAC
PAGE 1 OF 1
BEDROOMS:
4
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
440 GPD
EXISTING SEPTIC TANK:
1000 GAL.
BOTTOM LEACHING AREA:
423.4 SF
[(33' X 12.83')]
SIDE LEACHING AREA:
183.3 SF
[2(33'+ 12.83') X 2' DEEP)]
DESIGN CAPACITY:
448 GPD
[(423.4 SF + 1$3.3 SF) X .74 GPD/SF]
HEALTH OEPARTD
COVERS TO GI
EACH DRY W
ENT REQUIRES METAL
E ON D -BOX, AND
i
THIS PLAN IS A VALID OPY ONLY IF I BEARS
AN ORIGINAL RED SIAM AND SIGNATURE.
N OF bfgss9 i P�-tN OF QAsi1,$
• RONA RONALD oy
Cq vhf `X00` ,�a S "�••�.�� �
asU
�1 �. /��L�! _moi •
�.. r • r
LEACH AREA
USE 2 H-20 DRY. WELLS SET 8' APART
WITH 4' OF STONE ALL AROUND FOR
A 33' BY 12'-10" BY 2' DEEP LEACH
AREA,
SITE PLAN
FOR
Ri SEEP 0 7 1999
HEALTH DEPT.
ELEV.(feet)
49.0
46.0
37.5
RICHARD R. & KAREN C. SHERMAN
LOT 91 16 GUNROCK ROAD, YARMOUTHPORT, MA
AUGUST 23, 1999 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL .LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
1999 BY R.J. CADILLAC
PAGE 1 OF 1