HomeMy WebLinkAboutEngineered Plans - 2015s
4
CA PT
100.08 100.10
CHASE ROAD
100,14 edge of pavement 100.78
---_`1�`---� 101.11-Irp
-
r S 12',34'10" E
100.00'
101.78��-
LA�1P.-- - 102.50
x.
10233
Qr. 0 -
0..;1,02 73
103,29
--i-03�c8 �(
x
GAMAE •` . b . +
101.64 x / ,..,. 103,00
103. 6
02,98 + 103,
1 t PORCH /EXISTING j
W HOUSE(J100)
I +`1`0,
GARAGE T. O. F. =104.34-+
102.66 /NV.(OU7)=101.84 \°i.,
Z shr.
COND A bh 103.50 ° 0
102. 9
EXISTING CESSPOOL x
TO BE REMOVED 101.98 °a° N
x 10 2,STP 10 2 'f) + 103,44
/ a 104,10
� 103.36
EXISTING CESSPOOL SHRUBS `
TO BE PUMPED, FILLED N 0
W/SAND & ABANDONED 10329 0 103,
PATIO v
,i If
LOT 159 loQ x�
�t P
MBL 78-55 PROP _s:a 103.04 x
12,000 ±SF 10297 r_.C__1�6.5'---103.15
100.00'
10245
S 12'34' 10" E
x 102.74
I"-
0
L
N
r
tA-
PB 192,pG 129
BENCHMARK
OUTSIDE COR./CONC PAD
EL. =103.52
PROPOSED SEPTIC TANK
EXISTING CESSPOOL
TO BE PUMPED, FILLED
W/SAND & ABANDONE
T
L.
--9-7--
EXISTING CONTOUR
x 100.98
EXISTING SPOT GRADE
_W -EXISTING
WATER SERVICE
_G -EXISTING
GAS SERVICE
- &A VJ-
OVERHEAD WIRES
TEST PIT
Rella, 34 Concord Street, Englewood,
BENCHMARK
OWNER OF RECORD
LEGEND
Yarmouth Health Department
_ . -APPROVED
ame
PETE
Ni . JTl'>'�
P -4 --
Date Date
Capt Small Rd
N
Q � 9
LOCUS
v x 0
rt N
Z ;a a a
Capt Besse Rd m o
0
a
Capt Lothrop Rd
LOCUS MAP
NOT TO SCALE
GENERAL NOTES:
ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS.
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 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,
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
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
15. CONTRACTOR SHALL VERIFY THE ALL SEWAGE FLOW IS CONNECTED TO
THE PROPOSED SEPTIC SYSTEM.
PROPOSED
SEPTIC SYSTEM UPGRADE
PLAN
100 CAPT CHASE ROAD, SOUTH YARMOUTH, MA
103,2
Prepared for: Dianne
Rella, 34 Concord Street, Englewood,
NJ 07631
OWNER OF RECORD
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
RELLA, MARY K TRS
RELLA, DIANNE M TRS
Engineering Works, Inc.
JC Engineering, Inc.
1 "=20'
P.T.M.
163-15
4 CONCORD
54 CONCORD STREET
S EET
12 West Crossfield Road
Forestdole, MA 02644
2854 Cranberry Hwy.
E.Warehann, MA 02538
DATE
CHECKED
SHEET N0.
(508) 477-5313
(508) 273-0377
7/24/15
P.T.M.
1 Of 2
SEPTIC TANK NOTE: TO PREVENT BREAKOUT, FINAL GRADE
INSTALL RISERS & COVERS OVER INLET & SHALL NOT BE AT, OR BELOW, EL.=101.0
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX FOR A DISTANCE OF 15' FROM THE EDGE EXISTING
- 104.341 OF THE PROPOSED S.A.S. O `
INSTALL RISER &COVER PROPOSED S.A.S.
T.O.F
SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND
SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT INV.(OUT)=101.84
F.G. EL.=103.51 ///- F.G. EL.=103.51F.G. EL.=103.0±
F.G. EL.=103.0± bh
3'(max.) ,L = 8'
® SCH4 (MIN.) ®S=19' (MIN.) L - 5'
4'SCH40 PVC _ 0,S=1% (MIN.)
O
4'SCH40 PVC 4'SCH40 PVC 2" LAYER OF 1/8" TO 1/2"
to"I DOUBLE WASHED STONE Dv r j
INV.=101.30 as" LIQUID
14" e" ®a® ®®® (OR APPROVED FILTER FABRIC)
�0, ��`•
LEVEL ADD PROPOSED -'3/4" TO 1-1/2" DOUBLE
GAS BAFFLE INV.=100.97 INV.=100.70 4' 5.2' 4' WASHED STONE C�
INV.=101.05 � EFFECTIVE WIDTH = 12.8' W
3 OUTLETS INV.= 100.60
PROPOSED SEPTIC TANK 1-500 GALLON ON t EACHING CHAMBER ROP. � p0
CONNECT TO EXISTING SUITABLE SEWER PIPES SURROUNDED WITH STONE AS SHOWN i S.A.S. i c�
AT HOUSE, AT OR ABOVE, INV.=101,5 H-10 RATED
____1
NOTES: TOP CONC. ELEV.=101.4±
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=101.1 SEPTIC LAYOUT
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=100.60 moons ®000010
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND BOTTOM ELEV.= 98.60
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' 8.5' 4'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED 4' OF NATURALLY OCCURRING
IN 310 CMR 15,221(2). PERVIOUS MATERIAL EFFECTIVE LENGTH
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W.
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE ADJ. G.W., EL.=93.6 r LEACHING SYSTEM $ .TII�N ® ® ® ® 0
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. � ® Ea E3 E2 5Z�
SEPTIC SYSTEM PROFILE N ; ® ® ® ®®®
00
33"
Z
Eil E3 a E3 Ea
®��®®®®®®®®
SOIL LOG
DATE: JUNE 25, 2015 102"
DESIGN CRITERIA SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
WITNESS: AMY VON HONE R.S. HEALTH AGENT 4" KNOCKOUT
NUMBER OF BEDROOMS: 2 BEDROOMS ELEV. TP DEPTH 20" DIA. COVER
SOIL TEXTURAL CLASS: CLASS I (EFFLUENT LOADING RATE=0.74 GPD/SF) 103.0 A 0 4 KNOCKOUT/
DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND 4" KNOCKOUT 58"
DAILY FLOW: 220 GPD 102.3 10YR 4/2
8"
DESIGN FLOW: 220 GPD B.
0
GARBAGE GRINDER: NO-not allowed with design 4" KNOCKOUT
LOAMY SAND
LEACHING AREA REQUIRED: (220 GPD) = 297.3 SF 10YR 5/8
.74 GPD/SF PERC 500 GALLON CAPACITY, H-10 LOADING
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 16"/34" CHAMBERS
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 100.0 36"
C
N.T.S.
USE 1-500 GALLON LEACHING CHAMBER SURROUNDED M-F SAND
WITH 3/4" t0 1-1 /2" DOUBLE WASHED STONE-ALL SIDES 2.5Y 5/3 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SIDEWALL AREA: 2(12.8' + 16.5') x 2 = 117.2 SF 93.6 ADJ. G.W. _ 100 CAPT CHASE ROAD, SOUTH YARMOUTH, MA
BOTTOM AREA: 12.8' x 16.5' = 211,2 SF
92.5 STG. G.W. = 127" Prepared for: Dianne Rella, 34 Concord Street, Englewood, NJ 07631
TOTAL AREA: ........328.4 SF
.............. 92.2
130 Engineering by: Surveying by: SCALE DRAWN JOB. N0.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(328.4 SF) = 243.0 GPD STANDING G.W. AT EL.=82.5, INDEX WELL A1W-230, ZONE B Engineering Works, Inc. JC Engineering, Inc. 12 P.T.M. 163-15
WATER LEVEL=22.1 (JUNE2015), ADJUSTMENT=1.1', ESTIMATED HIGH G.W., EL.=93.3 12 West Crossfield Road 2854 Cranberry Hwy.
Forestdole, MA 02644 E.Woreham, MA 02538 DATE CHECKED SHEET NO.
PERC RATE 2 MIN IN. 'B C" HORIZONS (508) 477-5313 1 (508) 273-0377 7/24/15 P.T.M. 2 Of 2