HomeMy WebLinkAboutEngineered Plans - 2019rR� 2
Yarmouth Health Department
/f P VED EXISTING CESSPOOLS
,lL TO BE PUMPED, FILLED
Z�7 WITH SAND & ABANDONED
Name Date
TBM-1
COR./CONE. SLAB
( EL. =100.13 I x 94.8
/�
^�
�P N 64'01'20" E
-- - -
� ---
`IV i x 94,73
0
-- timber ret.' all
94,40
96
99.20 08
x
SHED �6,\
TBM1/CDN 9 .44 98
x 100.13 x 9�
78,99 0
O �
99.98 61 n
x
z 99.96
N
0 0
p
o
I 99.5
99,6 ' LA
/ IN SEWER \
EXISTING
HOUSE(#44)
O.F.=101.2±
TBM2/STEP
100.87
WALK
1�
100,13
x
00'
2'20" E
AG. NAIL
99.29 98.70
LOWER BROOK ROAD
PROPOSED SEPTI TANK
INFILTR, TOR IM1530 X99.
I I I
97.85 rt'�
t- -to
V 1
Irk
✓o O
N
� O
3 nd, 102.37 O
102,47
LOT 224
12, 375±S. F.
+ 9 9
i
x 100.61
y �
99,x`0 0
00,37
CO �g
V 99.61 y
499.00
cc� BASIN
98.44
TBM-2
COR./BOTT. STEP
EL. =100.87
102,28
--100--EXISTING
CONTOUR
x 100.98
EXISTING SPOT GRADE
98
PROPOSED CONTOUR
-W-EXISTING
WATER SERVICE
-G-EXISTING
GAS SERVICE
-$ H. W--
OVERHEAD WIRES
12 West Crossfield Road
Forestdole, MA 02644
TEST PIT
DATE
BENCHMARK
SHEET NO.
LEGEND
PROPOSED S.A.S.
28 ADS Arc 36 }AHD Units
STONELESS 11.6' x 35' BED
STRIPOUT BOUNDARY
SEE NOTE 11
��P��� OF MASSgCyo
o PETER T.
McENTEE
v CIVIL
No. 35109
"q,
(e 1 � k'�
OWNER OF RECORD
CARIBBEAN REALTY, INC
7 ELM LANE
MASHPEE, MA 02649
CAP( NOYES RD N
BROOK RD
WINDING
Locus
NLn
2
v BROOK RD Z
FRESH r
RD m RE
� DP NG BROOK o� 9�o BEOOA RD
}
�o a
ROAD ER 0 �OPpLo
LOCUS
1p�yo WINS�ON GRAY PJB ROAD
LOCUS MAP
GENERAL NOTES:
1. 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 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.
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
MAP ID: 58-187
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
44 LOWER BROOK ROAD, SOUTH YARMOUTH, MA
Prepared for: Caribbean Realty, Inc., 7 Elm Lane, Mashpee, MA 02649
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
Engineering Works, Inc.
JC Engineering, Inc.
1 "=20'
P.T.M.
196-19
12 West Crossfield Road
Forestdole, MA 02644
2854 Cranberry Hwy.
E.Wareham, MA 02538
DATE
CHECKED
SHEET NO.
(508) 477-5313
(508) 273-0377
6/25/19
P.T.M.
1 Of 2
NOTE: TO' PREVENT BREAKOUT, THE PROPOSED
PROPOSED SEPTIC TANK
FINISH GRADE SHALL NOT BE < EL.=97.6
FOR A DISTANCE OF 15' AROUND THE
ENCLOSED
PORCH
PROVIDE RISERS WITH APPROVED FRAMES & COVERS
PERIMETER OF THE S.A.S.
OVER EACH ACCESS MANHOLE AND SET TO FINISH
GRADE. MANHOLES BROUGHT TO GRADE SHALL BE
CL.
SECURED TO PREVENT UNAUTHORIZED ACCESS. PROPOSED 0-BOX .PROPOSED S.A.S.
INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORTS(MIN.)
DIN. KIT. BATH BEDROOM
(INFILTRATOR TW RISER SYSTEM OR EQUAL) COVER SET TO 6" OF GRADE ONE PER ROW IS RECOMMENDED
T.O.F.=101.2±
F.G. EL.=100.0±F.G.
F.G. EL=99.9±
EL.=98.9± to 100.0±
F.G. EL.=98.8± �
GARAGE CL
� MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
LIV. RM. CL• BEDROOM
24" DIA. .±'p�n tA+� � n,n
CL.
L =1 1 , 24" DIA.
® S=l% (MIN.) TOP OF TANK=99.10 L = 30'
0S=1% (MIN.)
L = 8' IN TWEOC (M N PORT
® S=l% (MIN.) )
4"SCH40 PVC 24"DIA. COVER
4"SCH40 PVC
3,. o
4"SCH40 PVC
FLOOR PLAN
----- INV.= - --1o„ I = - 14
98.50 44° LIQUID LEVEL
e --- ---- - -
I H1W 1H.I.M.
71NVE
TO
INV.=97.37
GAS BAFFLE PROPOSED
INV.=97.20 4 ROWS OF 7 UNITS AT 5.0'/UNIT = 35'
ENCLOSED
BOTT.=94.56
INV.=98.25
D-BOX
SOIL ABSORPTION SYSTEM (PROFILE)
PORCH) '
�------31.6 ---��
PROPOSED 1500 GALLON SEPTIC TANK
INFILTRATOR IM-1530 GALLON PLASTIC TANK
INV.=97.10
20.0' ---
SEWER
CONNECT TO EXISTING
SEWER AT HOUSE
ESTABLISH VEGETATIVE COVER
BACKFILL WITH CLEAN NATIVE OR
EX.
INV. =98.70±
I
/% r
INV.=98.70±
PERC SAND TO TOP OF CHAMBERS
EXISTING �, ti O
Is
"�`
NOTES:
HOUSE(#44) p.
1) SEPTIC TANK, PUMP CHAMBER & D-BOX SHALL BE SET
LEVEL & TRUE TO GRADE ON A MECHANICALLY COMPACTED
BREAKOUT=TOP ; <,.' 1;.'
TOP ELEV. =97.58
INV. ELEV.=97.10
GAA E �•0 F.=101.21 �/` 6 i M I L0
6" CRUSHED STONE BASE, PER 310 CMR 15.221(2).
/
2) INSTALL INLET & OUTLET TEES AS REQUIRED.
BOTTOM ELEV.=96.50-�
20 D
(n
3) MAX. COVER TANKS, D-BOX & S.A.S. SHALL BE 36".
4'
MIN. NATURALLY OCCURRING
+�
.15
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS
VIOUS MATERIALS EFFECTIVE WIDTH=11.6'
PERVIOUS
�
PRIOR
PRIOR TO CONSTRUCTION.
5) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5'
MIN. ABOVE HIGH GROUNDWATER (LEAVE 0.1"BETWEEN ROWS) EXISTING SUITABLE
S.A.S. LAYOUT
I--11.6+yi
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
ADJUSTED G.W., EL=91.4 - MATERIAL
USE 4 ROWS OF 7-ADS Arc 36 HD UNITS IN A STONELESS
63.5"
CONFIGURATION WITH BED DIMENSIONS OF 11.6' x 35.0'
SEPTIC
SYSTEM PROFILE TYPICAL SECTION
13"
N.T.S.
33.8"
M19
SOIL LOG
DESIGN CRITERIA
DATE: MAY 29, 2018
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
TOP VIEW
NUMBER OF BEDROOMS: 2 BEDROOMS
WITNESS: AMY VON HONE RS HEALTH AGENT
Ila
SOIL TEXTURAL CLASS: CLASS I
ELEV. TP DEPTHll
so"
DESIGN PERCOLATION RATE: <2 MIN/IN
95.6 A 0
CAP
FRONTCAP VIIEW SIDE VIEW
DAILY FLOW: 220 GPD
LOAMY SAND
10YR 4/2
END CAP
REAR/TOP VIEW
DESIGN FLOW: 330 GPD
95,1 6"
GARBAGE GRINDER: NO-S.A.S. NOT DESIGNED FOR GARBAGE GRINDER
B
LOAMY SAND
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW
TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
10YR 5/8
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: 330 GPD) = 445.9 SF
93.3 28"
4640 TRUEMAN BLVD
.74 GPD/SF
C1 SILT 'LOAM
• wpmHILLIARD, OHIO 43026 Arc 36 DETAIL
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
5Y 5/3
95.5 54"
1!-IyJ U
ADVANCED DRAINAGE SYSTEMS, INC. UNITS MUST BE STAMPED HD
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
INFILTRATOR IM-1530 GALLON PLASTIC TANK
C2
FINE SAND STRIPOUT TO
PROPOSED D-BOX: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED
5Y 5/3 "C2"HORIZON
=
91.4 ADJ. G.W. 50"
44 LOWER BROOK ROAD, SOUTH YARMOUTH, MA
USE 4 ROWS OF 7-ADS Arc 36 HD UNITS IN A STONELESS
90.9 STG. G.W. - 56"
CONFIGURATION WITH BED DIMENSIONS OF 11.6' x 35.0'
Prepared for: Caribbean Realty, Inc., 7 Elm Lane, Mashpee, MA 02649
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
Engineering by:
Surveying by:
SCALE
DRAWN
JOB. NO.
(Arc36 Units) 28 UNITS x 5.0 LF x 4.80 SF/LF = 672.0 SF
85.6 120"
Engineering Works, Inc.
JC Engineering, Inc.
N.T.S.
P.T.M.
196-19
DESIGN FLOW PROVIDED: 0.74 GPD SF 672.0 SF = 497.3 GPD
/ ( )
PERC RATE <2 MIN/IN. "C2" HORIZON
12 West Crossfield Road
Forestdole, MA 02644
2854 Cranberry Hwy.
E.Wareham, MA 02538
DATE
CHECKED
SHEET N0.
NOMINAL AREA OF BED = 11.6' x 35.0' = 406 SF
STANDING G.W. ® 56", (EL.=90.9)
INDEX WELL, MIW-29, ZONE A, WATER LEVEL=6.5, ADJUSTMENT=0.5', MAY 2019
(508) 477-5313
(508) 273-0377
6/25/19
P.T.M.
2 Of 2