HomeMy WebLinkAboutEngineered Plans - 2014100,24
xP. .-- S.A.S �
UCb
J 7'
PROP.
SEPTIC
TANK n
BENCHMARK 100,58
STOOP CORNER x
EL. =101.30
100,45 �
Z
L
L4
x
,00,
10062
Yarmouth Il€alth Departn ent
lO AYYRt)NTED
x
J J
100,22
ame Date
0 N�
�o
:r-.
JOB. NO.
198-14
LEGEND
CHECKED
P.T.M.
in
do Joanna Dr
'ermit valid for REPAIR OF SEPTIC YS-W.M
INI,V, due to State and Local septic - riances.
oard of llealth review anti approval is re( uired for
-EXISTING CONTOUR
ny future additionshcngi:ftionsialter'a'on,' to
!wage facilities and/or structures/dwelling.
EXISTING SPOT GRADE
Yarmouth Il€alth Departn ent
lO AYYRt)NTED
99,40
-6.H. W - OVERHEAD WIRES
N
ame Date
0 N�
�o
OWNER OF RECORD
BABINEAU, CAROL ANN TR
CAROL ANN BABINEAU TRUST
21 PUTTING GREEN CIRCLE
SOUTH YARMOUTH, MA 02664
EXISTING CESSPOOL
TO BE REMOVED
(SEE NOTE 11)
N 85'18'50" E
110.00'
� 100,E
100.24 x
100,32
0
X 100.29
5' 1LX15'1INV / /
9 HOUSE(J21)
T. 00.. F. =100.91
EXIST,. SEWER W-
INV.=98.31 100,27
100.11 X
x
14
00 P
00 I�
.0
m
� x
cD 199,98
I i
X 100,78 I
LAMP � z. 10 100,00
picket fence , SBL 100-102
12,007 ±SF
10009 x
/ 99.71
99,28
$77B.;
fP°vernent
.� T
99,24
G G L�
PUTTIN
���o�inOFlr<�
L.
M
99.05
CLF
cIR
o PETER T. rJ',,
McENTEE
CIVIL N
No. 35109
%,?,.r►TV- ct, l
'4 )w I
--100-
-EXISTING CONTOUR
x 100.98
EXISTING SPOT GRADE
_W -EXISTING
WATER SERVICE
-6.H. W - OVERHEAD WIRES
Engineering by:
Engineering Works, Inc.
12 West Crossfield Road
Forestdole, MA 02644
(508) 477-5313
TEST PIT
Ra
BENCHMARK
JOB. NO.
198-14
LEGEND
LOCUS MAP
NOT TO SCALE
GENERAL NOTES:
ROUTE 6
IN
o Blue RRR R.O.W. ®
v
Phith
os
Engineering by:
Engineering Works, Inc.
12 West Crossfield Road
Forestdole, MA 02644
(508) 477-5313
ss�.
Ra
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
JOB. NO.
198-14
o
rn o; Green
CHECKED
P.T.M.
in
do Joanna Dr
2. A 3' variance, S.A.S. to property line (rear), for a 7' setback.
Crsaf
ce
des
K
Z
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
oc
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
u
putting Green
Rd boy
a
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
LOCUS �o
Rock
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM,
Golf Club
LOCUS MAP
NOT TO SCALE
GENERAL NOTES:
SEPTIC SYSTEM UPGRADE
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
21 PUTTING GREEN CIRCLE,
BOARD OF HEALTH AND THE DESIGN ENGINEER.
Prepared for: D. A.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Engineering by:
Engineering Works, Inc.
12 West Crossfield Road
Forestdole, MA 02644
(508) 477-5313
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
SCALE
1 "=20'
LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
JOB. NO.
198-14
-310 CMR 15.405(a)&(b)-CONTENTS OF LOCAL UPGRADE APPROVAL
CHECKED
P.T.M.
1. A 3' variance, S.A.S. to property line (side), for a 7' setback.
2. A 3' variance, S.A.S. to property line (rear), for a 7' setback.
3. A 4' variance, S.A.S. to cellar wall (bulkhead), for a 16' setback.
4. A 5' variance, septic tank to cellar wall (bulkhead), for a 5' setback.
5. A 5' variance, septic tank to slab (garage), for a 5' setback.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM,
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
LIM
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
(fin
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
PROPOSED
SEPTIC SYSTEM UPGRADE
PLAN
21 PUTTING GREEN CIRCLE,
SOUTH YARMOUTH, MA
Prepared for: D. A.
Brown, Inc., P.O. Box 145, Centerville, MA 02632
Engineering by:
Engineering Works, Inc.
12 West Crossfield Road
Forestdole, MA 02644
(508) 477-5313
Surveying by:
JC Engineering, Inc.
2854 Cranberry Hwy.
E.Warehom, MA 02538
(508) 273-0377
SCALE
1 "=20'
DRAWN
P.T.M.
JOB. NO.
198-14
DATE
10/20/14
CHECKED
P.T.M.
SHEET N0.
1 Of 2
SEPTIC TANK
INSTALL RISERS & COVERS OVER INLET &
OUTLET AND SET TO 6" OF FINISH GRADE
T.O.F=100.9±
-F.G. EL.=100.5±
F.G. EL.=100.2±
PROPOSED D -BOX
INSTALL RISER & COVER
SET TO 6" OF GRADE
F.G. EL.=100.2±
S(max.) L = 10'
S=1% (MIN.) L - 7'
4"SCH40 PVC ®S=1% (MIN.) 0S=1% (MIN.)
71/ _ `Ts" i .. - 4'SCH40 PVC 4"SCH40 PVC
INV.=98.25
CONNECT TO EXIS
AT HOUSE, AT OR
1 14"
48" LIQUID -
LEVEL ADD
I GAS BAFFLE
PROPOSED SEPTI • TANK
SUITABLE SEWER PIPES
✓E, INV.=99.3±(verifv)
NOTES:
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INVERTS, PRIOR TO INSTALLATION.
2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND
TRUE TO GRADE ON A MECHANICALLY COMPACTED
SIX INCH CRUSHED STONE BASE, AS SPECIFIED
IN 310 CMR 15.221(2),
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
DESIGN CRITERIA
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SHALL NOT BE AT, OR BELOW, E'=98.0
FOR A DISTANCE OF 15' FROM THE EDGE
OF THE PROPOSED S.A.S.
PROPOSED S.A.S.
INSTALL RISER & COVER OVER EACH CHAMBER AND
SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
F.G. EL.=100.2±
-2" LAYER OF 1/8" TO 1/2"
DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC
_mmmmm"-"-3/4" TO 1-1/2" DOUBLE
INV.=97.77 PROPOSED D-BO4' S.2' 4' WASHED STONE
X INV.=97.60 - --
INV.=98.00 EFFECTIVE WIDTH 12.8'
3 OUTLETS INV.=97.50
TOP CONC. ELEV.=98.3±
BREAKOUT ELEV.=98.00
INV. ELEV.=97.50
BOTTOM ELEV.=95.50 -
4' OF NATURALLY OCCURRING
PERVIOUS MATERIAL
5' (MIN.) ABOVE G.W.
BOTTOM OF TEST PIT, EL.=88.9
SEPTIC SYSTEM PROFILE
NUMBER OF BEDROOMS: 4
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: <2 MIN/IN
(0.74 GPD/SF LOADING RATE)
DAILY FLOW: 440 GPD
DESIGN FLOW: 440 GPD
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF
.74 GPD/SF
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS
1-----25.0'---�
J17R0- ----- T
P. S.A.S.(
BOTT. AREA I N
428.8 SF
I 1n
T
PERIMETER=92.6'
SAS DIMENSIONS
USE 3-500 GALLON LEACHING CHAMBERS IN SERIES SKETCH
SURROUNDED BY 4' DOUBLE WASHED STONE -ALL SIDES
SIDEWALL AREA: 92.6'(PERIMETER LENGTH) x 2'(EFF. DEPTH) = 185.2 SF
BOTTOM AREA: 428.8 SF(BOTTOM AREA) = 428.8 SF
TOTALAREA: .................................................................................... 614.0 SF
DESIGN FLOW PROVIDED: 0.74 GPD/SF(614.0 SF) = 454.4 GPD
4'
SOIL LOG
DATE: AUGUST 20, 2014
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: AMY VON HONE R.S. HEALTH AGENT
ELEV. TP DEPTH
100.2 0"
99.2
98.9
i
97.2
FILL
SEPTIC SYSTEM UPGRADE
PLAN
12„
A
LOAMY SAND
Brown, Inc., P.O. Box 145, Centerville, MA 02632
t0YR 4/2
16"
B
LOAMY SAND
JOB. NO.
198-14
10YR 5/4
PERC
SHEET NO.
2 Of 2
24"/36"
36"
C
MED. SAND
2.5Y 6/6
88.9 136"
PERC RATE <2 MIN/IN. "C" HORIZON
NO GROUNDWATER ENCOUNTERED
4s' 9' I 2R0•
VPioS.A.S.
0.4'
r, - at � f
'HOUSE(#21
T._O..F. =100.9.
SEPTIC LAYOUT
t�f t�f t�1 til lam) t.1 til tFfI�1
■ t_I t_I t+ r_I t_I t_I t_I t -I ►._I ►_� til'
' � t-lt�lt-lt-lt-lt-lt�lit_It-�t_II_�
I_Itt_tt_It-lt_tt-tt_�t_�t-im
102"
4" KNOCKOUT
20" DIA. COVER
" KNOCKOUT 0
/ 4" KNOCKOUT
4" KNOCKOUT
500 GALLON CAPACITY, H-10 LOADING
CHAMBERS
N.T.S.
33"
58"
PROPOSED
SEPTIC SYSTEM UPGRADE
PLAN
21 PUTTING GREEN CIRCLE,
SOUTH YARMOUTH, MA
Prepared for: D. A.
Brown, Inc., P.O. Box 145, Centerville, MA 02632
Engineering by:
Engineering Works, Inc.
12 West Crossfield Road
Forestdole, MA 02644
(508) 477-5313
Surveying by:
JC Engineering, Inc.
2854 Cranberry Hwy.
E.Warehom, MA 02538
(508) 273-0377
SCALE
N.T.S.
DRAWN
P.T.M.
JOB. NO.
198-14
DATE
10/20/14
CHECKED
P.T.M.
SHEET NO.
2 Of 2