HomeMy WebLinkAboutEngineered Plan - 2002BENCH MARK: TOP OF FND.
ELE.= 31.0
2x
29.0
' 28.8 NEW
1,500 GAL
0
6' CRUSHED STONE
10't
SOIL TEST LOG
PERC RATE- < 2 MIN/INCH
DEPTH 0 ELEV.= 30.0
A LOAMY SAND 10YR 4/2
8'
8 LOAMY SAND 1OYR 6/6
24' J11
0
Cl MEDIUM SAND 10YR 7/4
125" 9.58
SOIL TEST CONDUCTED ON MARCH 7, 2002
BY HUNTER ENGINEERING ASSOC.
WITNESSED BY: AMY VON HONE, AGENT
YARMOUTH HEALTH DEPARTMENT
PERC BOTTOM O 38'
LEGEND:
EXISTING CONTOUR --------
WATER SERVICE W—W—
TEST HOLE 10
GAS SERVICE G—G
BENCH MARK F, HM
MANHOLE COVERS TO EXTEND TO
WITHIN 6' OF FINISH GRADE
AS BAFFLE REQ'D `
7.DX
W D. 183. r
(SAS) SHALL BE
45.75' LONG
11.0' WIDE
s 10" DEEP
6;
EL=28.50
0 28.03-
8 _
5.
6• USHER ONE _- - -_ c
EL=27.16
MIN. 1.0 4375 0'
PROPOSED SEPTIC SYSTEM
NO SCALE
NOTE:
PRIOR TO INSTALLING THE NEW (SAS) THE
CONTRACTOR SHALL PUMPOUT ALL CESSPOOLS
AND BACK FILL WITH CLEAN MEDIUM SAND
IF CESSPOOLS ARE FOUND WITHIN THE NEW
(SAS) AREA THEY SHALL BE REMOVED
REQUESTED VARIANCE:
1) REQUEST A 5' VARIANCE FOR SEPARATION
(SAS) AND PROPERTY LINE
2) REQUEST A 2' VARIANCE FOR SEPARATION
(SAS) AND FOUNDATION WALL
USE SEVEN (7) INFILTRATORS
WITH 4.0' OF STONE 0 SIDES
do 1.0' OF STONE ® ENDS
NO STONE AT BOTTOM
PEASTONE TOPPING
ENDS
.3/4' DOUBLE WASHED
STONE ALL AROUND
28
Al
5'-1\ 123.13' �I
\, I Qj -
Sp ort
LIrv, 29.80
'O i
18' I I
45' o
00 25' 1 LL1
n N TOP FND=31.0 CN Z
00I Q
�1 �1
T 25. 26' I
I c�0 0
InCOi
t
3 % MAR 1 1 2002
------ O
--- = HEALTFI DEPT.
91.36' of
MA
„G ROBS q�y
\� Or
JOHN P. �
HUNT
LONG POND DRIVE ER �
CIVIL orF p Ec ��a
No. 36445 ®� ss fST a
� A(
PLAN
1" = 30'
LOCUS MAP
GENERAL NOTES:
— ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
SYSTEM PIPE SHALL BE EITHER C.I. OR
SCHEDULE 40 P.V.C.
— THE BOARD OF HEALTH SHALL BE NOTIFIED
PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
— SEPTIC SYSTEM STRUCTURAL COMPONENTS
SHALL BE CAPABLE OF WITHS1AdNDING A
H-10 LOADING, UNLESS SPECIFIED OTHERWISE
— SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
COMPLY WITH A H-20 LOADING.
— THE DESIGN AND COMPONENTS OF THE SEPTIC
5'-1\ 123.13' �I
\, I Qj -
Sp ort
LIrv, 29.80
'O i
18' I I
45' o
00 25' 1 LL1
n N TOP FND=31.0 CN Z
00I Q
�1 �1
T 25. 26' I
I c�0 0
InCOi
t
3 % MAR 1 1 2002
------ O
--- = HEALTFI DEPT.
91.36' of
MA
„G ROBS q�y
\� Or
JOHN P. �
HUNT
LONG POND DRIVE ER �
CIVIL orF p Ec ��a
No. 36445 ®� ss fST a
� A(
PLAN
1" = 30'
LOCUS MAP
GENERAL NOTES:
— ELEVATIONS SHOWN BASED ON U.S.G.S. DATUM.
SYSTEM PIPE SHALL BE EITHER C.I. OR
SCHEDULE 40 P.V.C.
— THE BOARD OF HEALTH SHALL BE NOTIFIED
PRIOR TO BACKFILLING OF SEPTIC SYSTEM.
— SEPTIC SYSTEM STRUCTURAL COMPONENTS
SHALL BE CAPABLE OF WITHS1AdNDING A
H-10 LOADING, UNLESS SPECIFIED OTHERWISE
— SEPTIC SYSTEM UNDER DRIVEWAYS SHALL
COMPLY WITH A H-20 LOADING.
— THE DESIGN AND COMPONENTS OF THE SEPTIC
SYSTEM SHALL BE IN COMPLIANCE WITH THE
STATE OF MASSACHUSETTS SANITARY CODE
TITLE V, AND SHALL BE IN COMPLIANCE WITH
THE LOCAL BOARD OF HEALTH RULES AND
REGULATIONS.
— THE CONTRACTOR SHALL BE RESPONSIBLE FOR
LOCATION OF ALL UNDERGROUND UTILITIES AND
SHALL NOTIFY DIG - SAFE PRIOR TO
CONSTRUCTION.
— NO GARBAGE GRINDER
DESIGN CRITERIA:
DESIGN FLOW
4 BEDROOMS AT 110 G.P.B. / DAY 440 G.P.D.
REQUIRED SEPTIC TANK:
NEW
1.500 GALLON
SEPTIC TANK PROVIDED 1,500 GAL
DESIGN PERC RATE <2 MIN/INCH
SIZE OF REQ'D (SAS) AREA = 440/0.74 = 595 S.F.
SIDEWALL 2) 0.83)(45.75)+(2)(0.83)(11)= 94.2 S.F.
BOTTOM 11(45.75) = 503.25 S.F.
SIZE OF LEACHING FACILITY PROVIDED:
503.25 S.F. + 94.2 S.F. = 597.45 S.F.
= 442.1 GPD
EFFECTIVE DEPTH: 10"
EFFECTIVE LENGTH: 45.75'
EFFECTIVE WIDTH: 11.0'
UNTER ENGINEERING
7 WEEKS POND DRIVE
FORESTDALE, MA
(508) 477-8268
PROJECT: SEPTIC SYSTEM REPAIR
FOR
259 LONG POND DRIVE
wAm AS SHOWN
I
MAP 59 / LOT 94
MAW fft% JH
0A1- 3/9/02
W.
OWNER: ROBERT MAWHINNEY
259 LONG POND DRIVE
SOUTH YARMOUTH, MA
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