HomeMy WebLinkAboutEngineered Plans - 2014LEGEND N
c r �o o
EXISTING SPOT GRADE �aoAh
X 100.98 �' �° o {
DECK
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- 102 - EXISTING CONTOUR �Cy r o
--- OVERHEAD WIRES °
BED
r. QG 9�
CBdh29
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U UNDERGROUND WIRES o�66 a
ROOM tBATJKITCH. DIN
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W EXISTING WATER SERVICE
ROOM
�9 1
x 99,47
EXISTING GAS SERVICE White
Rock Rd c
cL. CL. c . HALL
P
GARAGE
TEST PIT T.
LOCUS
BED BED LIVING
Q} BENCHMARK o
ROOM CL DOMROOM
CL CL.
„
�0 VENT
5
N INSPECTION PORT
CONVENTIONAL
S.A.S. FOOTPRINT
Q
Perch J ; �r�a
Pond moo
ao E115ha5
Pond
_
FRONT-'�
1 8N 107 7�� 1p� 101,20
(See Sheet 2) EXISTING LEACH PIT
3v
FLOOR PLAN
LOCUS MAP
110
� SHED
TO BE PUMPED, FILLED WITH
SAND AND ABANDONED
NOT TO SCALE
X P �� 1� +
111,56 07,35 ..,_
GENERAL NOTES:
109,40 L i TP ~ \
BENCHMARK SET
/ + 105.33
TOP OF SONOTUBE
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
EXISTING SEPTIC TANK
��J + 0 .52o
EL.=f08.12(ASSUMED)
BOARD OF HEALTH AND THE DESIGN ENGINEER.
TOP OF TANK, EL.107.71 112.24
ci0 -
ry
2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
INV.(OU T)=106.38±x
"
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
x
111.27 10 6 108,55 107.71
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
310 CMR 15.405(1)(b):
Rei•x 107.83
1) A 2' variance to the 3' maximum cover requirement, for up
yv PATIO DECK �'D�
to 5' of cover. S.A.S. shall be vented and H-20 Rated.
11L68
S�oVe 107,67
108.58 x cr,
1
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
1 — 107,47
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
w
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
! %EXISTING�
p
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
lid for REPAIR OF SF:P"TIC sysl'r:M
'HOUSE
"'
ENGINEER BEFORE CONSTRUCTION CONTINUES.
[tie to State and Local Septic varianrc•.
1 '}
ti� GARAGE
T.O.F.= 108. 0.± 107,46
0
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
iealth review and approval a required fok to
Po
tire additions/reomation,ialterations t1lr �
'—
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
00
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
F ilities and/or structw es/dwelling.
Vn
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
armouth Health i)epar•tment
/ 107,95 107.57
�P��� OF MASX4
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
AI'YROVH�ll
J 1X C6
o PETER T. GJ
��
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
�7
LOT 24 ��B PAVED
x 10249 McENTEE
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
105-21
o CIVIL
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
MBLU 106
No. 35109
DIRECTED BY THE APPROVING AUTHORITIES.
�==---
-_,11 12,000 S.F.f a��104,07
�'fGIS�E��� `Q
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
Date 110, 0 X
0 0DRIVEWAY
x 110.06
FS 0
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
Gx
107.91
lOt3 104 103,
`a
�
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
100100,00'
�' 7 1,
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
106,22 p2 x
10110
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
CBdh
1 1. 0'54'30" E
N 3
CBdh
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
104,51IL
1d4
99,83
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
E 102
�<
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
102,49
edge of pavement 100,57 99,49
97,68
42 RIDGEWOOD DRIVE, YARMOUTHPORT, MA
RIDGEWOODDRIVE
Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649
OWNR OF RECORD
Engineering by: SCALE DRAWN JOB. NO.
MCMULLEN, BEATRICE E
Engineering Works, Inc. 1 "=20' P.T.M. 129-14
• 100,00
PK SET
42 RIDGEWOOD DRIVE
12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
HOUSE LOCATION TAKEN FROM CERTIFIED PLOT
PLAN BY JOSEPH M. MONAHAN, JR.,
YARMOUTHPORT, MA 02675
(508) 477-5313 4/7/14 P.T.M. 2 Of 2
REGISTERED LAND SURVEYOR, SOUTH DENNIS,
MA, DATED 6/30/78
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:103.33
//
FOR A DISTANCE OF 15' AROUND THE
GARAGE
PERIMETER OF THE S.A.S.
BACK OF HOUSE
S
SEPTIC TANK
PROPOSED D -BOX PROPOSED
S.A.S.
INSTALL RISERS & COVERS OVER INLET
& INSTALL RISER & WATERTIGHT INSTALL
INSPECTION PORT OVER END UNIT VENT
T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE
COVER SET TO 6" OF GRADE
CHARCOAL
DECK
EXISTING F.G. EL.=107.71
F.G. EL.=108.0±
F.G. EL.=106.0 to 108.3(MAX.) RECOMMENDED
CONNECT
MAINTAIN 2% GRADE MIN. OVER S.A.S. ALL ROWS
s1,).
7=7
L 9' L 14'(MAX)
INSPECTION
PORT
® S=1% (MIN.) ® S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
-�
0.
TOP LOAD UNITS
1o"I 14"
6 19" TO
I �QOS�O ♦ 0�
EXISTING 48" LIQLEVEUID
INV.=105 60 INVERT y
�� ♦ PRS P �
ADD
INV.=105.77 PROPOSED
i p
GAS BAFFLE
INV.=103.58
4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0'
��y ♦ ��J
INV.=106.38± D-BOX00
(VERIFY)
SOIL ABSORPTION SYSTEM (PROFILEi
EXISTING SEPTIC TANK
H-20
ESTABLISH VEGETATIVE COVER
BACKFILL WITHNLtEAN NATIVE OR
NOTES:
PERC SAND TO TOP OF CHAMBERS
S.A.S. LAYOUT
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
INV. ELEV.=103.58
„
INVERTS, PRIOR TO INSTALLATION.
BREAKOUT=TOP
TOP ELEV.=103.33
;.,
?,: ''
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
75" ►�
GRADE ON A MECHANICALLY COMPACTED SIX
INCH CRUSHED STONE BASE, AS SPECIFIED IN
BOTTOM ELEV.=102.00
II III�IIIII�II
310 CMR 15.221(2).
3) INSTALL INLET & OUTLET TEES AS REQUIRED.
5' MIN. ABOVE BOTTOM OF
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
T.P. EXCAVATION OR G.W.
EFFECTIVE WIDTH=11.3'
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.
EXISTING SUITABLE
BOTTOM OF TP, EL=97.0
__ MATERIAL
76
USE 4 ROWS
OF 4 -HIGH CAPACITY ADS BIODUFUSER UNITS
PROFILE
WITH NO
SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC SYSTEM PROFILE
TYPICAL SECTION
N.T.S.
16
CONVENTIONAL S.A.S. FOOTPRINT
SOIL LOG
34"�
DESIGN CRITERIA
FOR ILLUSTRATION ONLY -DO NOT INSTALL
cTION END CAP
2-500 GALLON CHAMBERS W/4' STONE
DATE: APRIL 3, 2014
13.2' x 25.0 S.A.S. FOOTPRINT
SOIL EVALUATOR: PETER McENTEE PE
16" HIGH CAPACITY (H-20) 610DIFFUSER UNIT
NUMBER OF BEDROOMS: 3 BEDROOMS
BOTTOM SIDEWALL TOTAL
WITNESS: AMY VON HONE R.S. HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I
AREA AREA AREA
TP
MODEL 16" HICAP UNITS MUST BE STAMPED H-20
DESIGN PERCOLATION RATE: 3 MIN/IN
330 SF 152 SF 482 SF
ELEV. DEPTH
0„
LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
TOTAL CAPACITY = 0.74 GPD/SF(482 SF) = 357
GPD
108.5 A
EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE, PRODUCT DETAIL MAY
DAILY FLOW: 330 GPD
LOAMY SAND
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
DESIGN FLOW: 330 GPD
108.0 IOYR 4/2 6„
SIDE WALL HEIGHT 11.2"
GARBAGE GRINDER: NO
B
OVERALL HEIGHT 16"
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY
LOAMY SAND
toYR 5/8
OVERALL WIDTH 34" 4640 TRUEMAN BLVD
HILLIARD, OHIO 43026
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
106.0 C 30"
PERC
13.6 CF
CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC.
34"/46•,
.74 GPD/SF
DISTRIBUTION BOX: 4 OUTLETS (MINIMUM)
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
MED. SAND
42 RIDGEWOOD DRIVE, YARMOUTHPORT, MA
USE 4 ROWS OF 4 HIGH CAPACITY ADS BIODIFUSER
2.5Y 6/6
H-20 UNITS IN STONELESS BED CONFIGURATION
Prepared for: Capewide Enterprises, 153 Commercial St, Mashpee, MA 02649
SIDEWALL AREA: NOT APPLICABLE
97.0 138"
Engineering by:
SCALE
DRAWN
J08. N0.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73
SF/LF)
PERC RATE <2 MIN/IN. ("C" HORIZON)
Engineering Works, Inc.
g g
NTS
P.T.M.
129-14
(BIODIFFUSERS) 16 UNITS x 6.25 LF x 4.73 SF/LF
= 473.0 SF
NO GROUNDWATER ENCOUNTERED
12 West Crossfield Road, Forestdale, MA 02644
SHEET N0.
DATE
CHECKED
DESIGN FLOW PROVIDED: 0.74 GPD/SF(473.0 SF)
= 350.0 GPD
(508) 477-5313
4/7/14
P.T.M.
2 Of 2