HomeMy WebLinkAboutEngineered Plan - 2014--97—
p 100 00 —EXISTING CONTOUR 9ti Z F`LSCR
PK/SET TREETx100.98 EXISTING SPOT GRADE\S
98.93 97 PROPOSED CONTOUR
/ o .Vernent W EXISTING WATER SERVICE
'' P
/ 99.62 J - 9 - — — 97,52 G EXISTING GAS SERVICE Locus
S WINTER ST
/1 Of ...:. •.. :; — — — — S -S2 $C-. e —$ H�W.— OVERHEAD WIRES °6
99.98 x 101,14 CB/SEAL TEST PIT
x 101.18 .49 �y
102.08
-; 10017 101,51 i BENCHMARK
\ ti
YY eae s
' 5i 1.00,58 • i o s LEGEND Rour�
o /�6Fj. -Q.,. .Q:''.. x 101,80 x 101,39 O \ o
A• `�
100.45 �. �. ...: \
moi` -----K 101.99
10169 ,^ ` �,� X 101,23 �` \ LOCUS MAP
rmit vji(�fiar REPAIR (>F SE TIC STEM _�
NOT TO SCALE
N1.Y, ego State and I.oca sep variances.
Me th and -ova `
for = 1�
and of review ap s required � X 101,0
My
X 101,65
future additions/reuo atio .-/alterations to r 102,3 + X 10224 x 101,67 \ ; \ 0EAL•.
'
wage facilities and/or stru IIIc dwelling. x 10 .02
10235 101,32+ • GENERAL NOTES:
Varq)"#Pt ahl )epartmetft 103.08 .6
AC
. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
AP I ® �� �' 1BOARD OF HEALTH AND THE DESIGN ENGINEER.
PORCH
/ EXISTING/ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
m ` to OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
HOUSE (#60) C O LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
',
f T.O.F.=10.3.2.% C0 .1 —310 CMR 15.405(1)(b):
GARAGES o L 1 A 3' variance to the maximum cover requirement of 3', for
me Date cn ) q
// %� Q N up to 6 of cover. S.A.S, to be rated H-20 and vented.
x 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
102,16 ; is TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
101,10
,O �� 10244 o rrl DESIGN ENGINEER.
103.80 X n •x 101.2 4. DURING CONSTRUCTION DIFFERING
X x ANY CONDITIONS ENCOUNTERED
103,31 DECK 0102,28 ; FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
iq 102, 7_ x 101.80 ENGINEER BEFORE CONSTRUCTION CONTINUES,
STP1 x L
= 4^ `* N 103,52 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
�:' +` '� 10 3.61
B d h x
A \' BM / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
102,76 ^ry
SOA 103.12 10 2,51 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
!� `' '+' 0 102,99 + 101,26 X 101.1 CONSTRUCTION.
x o HEALTH FOR PROPER INSPECTIONS DURING
103, Q SFS;
�, 102,21
102,238 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
103. \
Qj 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
VENT �v/ + x 103,60 X 10 3.2 4 .k 103,15 ^j1 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
BY THE AUTHORITIES.
DIRECTED APPROVING
S 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
X 103,8 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
+
10368 ` CONSTRUCTION,
�'�0
,
EXISTING LEACH PIT 2y// �t� — 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
CONTRACTOR SHALL PUMP, /V �6a e \ IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
BENCHMARK REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
s9 X �0 of
FILL WITH SAND & ABANDON
QF M 3 + O OUTS/DE COR/BULKHEAD 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
'
9 104.48 . SHED � V ELS=102.51 INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL.
T. �G� � LOT '1,OA � 0 0 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
o BE A PROPERTY LINE SURVEY,
PETER IS NOT TO CONSIDERED
McENTEE O 14. ENGINEERING WORKS, INC. IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED
o� �' EXISTING SEPTIC TANK MBLU:132"142.1 SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
CME
No. 35109 TOP OF TANK, EL. =100.81 rrt
RFc�Sj���°\ INV.(OU T)=99.48 19,568 tSF + 105.07
of `� +• PROPOSED SEPTIC SYSTEM UPGRADE PLAN
S � ENG 10508
60 WINTER STREET, YARMOUTHPORT, MA
��
Prepared for: Kara Sweet, 60 Winter Street, Yarmouthport, MA 02675
26-sd O
1
HOUSE LOCATION TAKEN FROM PLAN ENTITLED "PLAN OF HND, A/N/R PLAN N(3
QWNR OF RECORD Engineering by: SCALE DRAWN JOB. NO.
„=20' P.T.M.
AT #60 & #68 WINTER STREET, YARMOUTHPORT, MA DATED FEBRUARY 4, 2002 c� 62 SWEET, R KARA Engineering Works, Inc. 1 132-14
AND RECORDED IN PLAN BOOK 572 - PAGE 40 AT THE BARNSTABLE COUNTY 60 WINTER STREETDATE CHECKED SHEET NO.
12 West Crossfield Road, Forestdale, MA 02644
REGISTRY OF DEEDS. YARMOUTHPORT, MA (508) 477-5313 4/2/14 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:99.0
SEPTIC TANK
FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET
PERIMETER OF THE S.A.S.
AND SET TO 6" OF FINISH GRADE.PROPOSED
PROPOSED D -BOX
S.A.S.
PORCH
PROVIDE ACCESS TO GRADE OVER OUTLET COVER
PROVIDE TWO ACCESS MANHOLES TO WITHIN 3"
EXISTING
INSTALL WATERTIGHT RISER &
OF FINISH GRADE FOR INSPECTION PURPOSES
HOUSE 60
T.O.F.=103.2±
COVER SET TO 6" OF GRADE
CHARCOAL
l#
T.O.F.=103.2.E
F.G. EL.=102.4± F.G. EL.=102.3±
F.G. EL.=103.5±
F.G. EL.=103.6± VENT
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
GARAGE
O
®S=1%5(MIN.)
4"SCH40
®S=1%5(MIN.)
m
CK
PVC
4"SCH40 PVC
�--'
10.1
141
EXISTING 48" LIQUID
LEVEL♦
ADD INV,S
PROPOSED INV.=98.55
44.840
44
�'
/ PROPOSED C♦
BAFFLE.=98.72
_
... .... INV. -99.48±
D -80X
EFFECTIVE WIDTH =12.8-
♦ S.A.S.
(VERIFY)
H-20 RATED INV.=98.50
2-500 GALLON LEACHING CHAMBERS
♦♦♦♦
EXISTING SEPTIC TANK
SURROUNDED WITH STONE AS SHOWN
/
♦
H-20 RATED
TOP
BREAKOUT EELEV. g99. 0 I
SEPTIC LAYOUT
NOTES:
INV. ELEV.=98.50
®®a®
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
BOTTOM ELEV.=96.50
®oil® ®®®®®
INVERTS, PRIOR TO INSTALLATION.
8.5'=17.0' 4'
2) D -BOX SHALL BE SET LEVEL AND TRUE TO GRADE
4' MIN. OF NATURALLY OCCURING EFFECTIVE LENGTH 25.0'
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED
PERVIOUS MATERIAL
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2).
5' MIN. ABOVE GROUNDWATER
LEACHING SYSTEM SECTION
® ® ® ® 0El Ea E3 E3 Ea El
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
BOTT. OF TP, EL.=91.5
-
I- ® ® ® ® ® ® ® ® ® ® ® 37"
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON
3/4" TO 1-1/2" DOUBLE
I. W ®Ea Ea E3 Ea 0 231 E3 E3 E3
3z
OUTLET TEE AND REPLACE IF NECESSARY.
WASHED STONE
04z ® ®® IE3 E3
®®® Ea
3" LAYER OF 1/8" TO 1/2"
SEPTIC
SYSTEM PROFILE
DOUBLE WASHED STONE
(OR APPROVED FILTER FABRIC)
102"
SOIL LOG
4" KNOCKOUT
DESIGN CRITERIA
DATE:
APRIL 2, 2014
20" DIA. COVER
NUMBER OF BEDROOMS: 3
SOIL EVALUATOR: PETER McENTEE PE
SOIL TEXTURAL CLASS: CLASS I
WITNESS: AMY VON HONE R.S. HEALTH AGENT
4" KNOCKOUT 4" KNOCKOUT 58"
DESIGN PERCOLATION RATE: <2 MIN/IN
ELEV. TP DEPTH
(0.74 GPD/SF LOADING RATE)
103.5 A LOAMY SAND
DAILY FLOW: 330 GPD
103.0 10YR 4/2 6..
4" KNOCKOUT
DESIGN FLOW: 330 GPD
B LOAMY SAND
GARBAGE GRINDER: NO
10YR 5/8
101.5 24
500 GALLON CAPACITY, H-20 LOADING
LEACHING AREA REQUIRED; (330 GPD) = 445.9 SF
C1 LOAMY SAND.
2.5Y 7/3
GPD/SF
100 .8 32
CHAMBERS
.74
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
C2 SILT LOAM
5Y 5/3
N.T.S.
PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS
98 7 C3 58"
F
D PERC
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
GRAVEL,
COBBLES & 52"/64"
BOULDERS IN C3
95.5 10YR 6/4
96
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
60 WINTER STREET, YARMOUTHPORT, MA
SIDEWALL AREA: 2(12.8' + 25.0' X 2 = 151.2 S.F.
( )
Prepared for: Kara Sweet, 60 Winter Street, Yarmouthport, MA
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
c4
FINE SAND
Engineering by:
SCALE
DRAWN
JOB. N0.
TOTAL AREA: .............................................................. 471.2 S.F.
2.5Y 7/3
Engineering Works, Inc.
N.T.S.
P.T.M.
132-14
DATE
CHECKED
SHEET NO.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD
91.5 144"
12 West Crossfield Road, Forestdale, MA 02644
PERC
RATE <2 MIN/IN. ("C3" HORIZON)
(508) 477-5313
4/2/14
P.T.M.
1 Of 2