HomeMy WebLinkAboutEngineered Plan - 2009MONO SEPTIC TANK 3' ON ENDS AND 2' BETWEEN DRYWELLS AND 3' 10" ON SIDES
6" COMPACT STONE 17 _' x 95W r, F' ckpP-PA-rinN
IE51 13Y: MIKE OLUUGHLIN 5. L.
WITNESS: AMY VON HONE
- DESIGN DATA
TEST HOLE # 1 TEST HOLE # 2
Stockade Fence 108.44 EL 107.94 EL DAILY FLOW (3) BEDROOMS X 110 GPD 330 GPD
0" 0" -rUIC CVCTC\I IC MAT r\CCICAICr% r7nD A CADQ ACC' rIIQD0(ZA1
4"
AP
18" OR 24" CAST IRON
105.87 EL
10YR 4/1
B W : °
LOAMY SAND
COVER WITH RISER 6
COVER TO GRADE LEVEL
COVER WITH RISER 6
COVER WITH RISER 6 "
06
TOF 112.04 BM ASSUMED
BELOWI GRADE
I
BELOW GRADE
BELOW GRADE
105.38
10"
(n
-
i PIPE TO BE LEVEL
O
#1 TP
Shed
°
17.
FOR 2' OUT OF D -BOX
108.44
10" TEE
m
107. 4„ ,
o
109.55
#2 fP I EXISTING
a
107.35
0 S SPOOL ® 181N -OAK
M 104.84
TOP ® 106.5
AND
14" TEE & !
132"
00000 0 00000
109.39
FILTER TO BE
106.87
000000000000000
107.6
INSTALLED
107.0
00000000000
00000000000
H-20
00000000000
.
yt�Y._••:t'.�Y.vSi:�Y:n.Yi.�Y.°°Y'•�Y:»ht�.�1•:e \ABY-riL:��Y�_v��t�,�Y�i
DSO Ox _
10.5 -
(2) 500 GALLON H-10 DRYWELLS
BOTTOM 0 103.5
1500 GALLON
H-10
WITH 3/4' -1 1/2" OF DOUBLE WASHED STONE
MONO SEPTIC TANK 3' ON ENDS AND 2' BETWEEN DRYWELLS AND 3' 10" ON SIDES
6" COMPACT STONE 17 _' x 95W r, F' ckpP-PA-rinN
IE51 13Y: MIKE OLUUGHLIN 5. L.
WITNESS: AMY VON HONE
- DESIGN DATA
TEST HOLE # 1 TEST HOLE # 2
Stockade Fence 108.44 EL 107.94 EL DAILY FLOW (3) BEDROOMS X 110 GPD 330 GPD
0" 0" -rUIC CVCTC\I IC MAT r\CCICAICr% r7nD A CADQ ACC' rIIQD0(ZA1
0
4"
AP
S 87' 28'00" E
105.87 EL
10YR 4/1
B W : °
LOAMY SAND
12.5' 127.09'
114.72 4'
MEDIUM SAND
06
2.5Y 7/6
2.5Y 7/4
C B/DH/FND
105.38
10"
(n
-
O
O
#1 TP
Shed
°
17.
108.44
m
107. 4„ ,
o
_Tl_T
#2 fP I EXISTING
a
0 S SPOOL ® 181N -OAK
M 104.84
10730
108.02 28' p
C11c
3
132"
0
4"
AP
LOAMY SAND
105.87 EL
10YR 4/1
B W : °
LOAMY SAND
10YR 5/8
Cl
MEDIUM SAND
Cl
2.5Y 7/6
108.11 EL
4"
107.6 EL
11"
105.87 EL
32"
97.49 EL
128"
0
AP
LOAMY SAND
10YR 5/2
BW
LOAMY SAND
10YR 5/8
48" 103.96 EL
Cl
MEDIUM SAND
2.5Y 7/4
_ II IIJ JIJILIYI IJ 1\VI LJIVI\L✓ VIS /�v •�v
SEPTIC TANK: 330 GPD X-200% 660 GPD
107.61 EL USE: 1500 GALLON H-10 MONO SEPTIC TANK
USE: 3 HOLE- DBOX H-20
SOIL ABSORPTION SYSTEM:
107.03 EL USE: (2) 500 GALLON H-10 DRYWELLS ` WITH DOUBLE
WASHED STONE 3' ON ENDS AND 2' BETWEEN DRYWELLS
AND 3' 10" ON SIDES.
SIDEWALL AREA: 75' X 2' X 0.74 111.0 GPD
105.37 EL BOTTOM AREA: 12.5' X 25' X 0.74 = 231.25 GPD
TOTAL AREA: = 342.25 GPD
97.32 EL
c° 106.04 J X 7�. NO WATER ENCOUNTERED NO WATER ENCOUNTERED
i0 0 8.58 109.8 PERK RATE > 2 MIN PER INCH GENERAL ;fiOTES
u,3 enchmark set _
a 1. CONTRACTOR TO BE.RESPONSIBLE FOR THE 'LOCATION
o eft cora bot. step_ . _ __ _-_ _ LC UTILITIES,
106.17 ' ABOVE `& UNDERGROUND, PRIOR -TO- -- =
z
C
0 105.41 1.=111.82 (Assumed) 1 ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM AND COMPONENTS ARE TO BE INSTALLED
0 104.79 IN COMPLIANCE WITH 310 CMR 15.00: TITLE V.
oGar. 11.39 X 111.08' Pv��R 3. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS
o to 105.15 Under PLAN IS TO BE USED FOR SEPTIC SYSTEM UPGRADE. J. O'LOUGHLIN
X 103.23 6 45 DEGREE WITH A INC. WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN
104.57 X09- 2 WAY CLEAN- OUT OTHER THAN ITS INTENDED USE.
Paved 104.52 UTILITY AREA 4. DESIGNER AND TOWN BOH AGENT TO INSPECT & CERTIFY OVER-
Dri o G�, CRAWL DIG, WHEN REQUIRED BY PLAN, AND FINAL INSPECTION BEFORE
°2 #49- v PRP E� 5. BACKFILL.
TOR TO PROVIDE 48 HOUR .NOTICE FOR ANY
0 103.47 10� TOF-112.04 w G �N�
REQUIRED INSPECTIONS.
EXISTING (Assumed) Iw 6. THE TOP OF ALL SYSTEM COMPONENTS SHALL BE MARKED
CESSPOOL WITH MAGNETIC` MARKING TAPE OR A COMPARABLE MEANS IN
103.6 rn BASEMENT ORDER TO LOCATE THEM 'ONCE BURIED.
Lot 10 7. IF SOILS ARE QOUND UNSUITABLE.OR DIFFERING FROM THOSE
101.33 58 20,183+/- S.F. FOUND IN SOIL LOG CONTACT DESIGNER AND THE BOARD OF HEALTH.
100 HYD/GND
101.0 Oi46+/-. AC. 8. IF UNSUITABLE MATERIAL IS FOUND IN THE PRIMARY OR THE
0 1 0.18 m I RESERVE OF THE S.A.S. AN OVERDIG REQUIRING CLEAN
D BED GRANULAR SAND MEETING 310C MR 15.255(3) SHOULD BE USED
Map 90 0P B ED, AS FILL MATERIAL, 5' AROUND AND UNDER S.A.S..
99.25 99.87 Parcel 31 9. ALL 4" PIPE CONNECTION AT SEPTIC TANK AND D -BOX SHALL
10 .94 x BE MORTARED IN PLACE. IF USING 18" PLASTIC RISER PIPES,
100.0
LIVING THESE TOO SHALL BE MORTARED IN PLACE.
MAG/S p T 08.44 z _
100.09 N �� 110.02 �Q
o tr Deck DININGLI
X o -
FIRST FLOOR
Gv WaA<
G _ } =�
99.69 ---
�G\ (NOT DRAWN TO SCALE) '
�P HEALTH AGENT APPROVAL DATE
01.2
,tl
E SURVEYED BY: SEWAGE KLAN DRAWN BY:
TERRY WARNER MARYB ETH MC KENZIE
a�Q LOCATION: REGISTERED SANITARIAN
49 REFLECTION WAY, YARMOUTH, MA
0.04' ,J,110.31 PREPARED FOR: L
97.59 cT/PEDs s s9. 2� 0 ° X �O IP FND �j"°F""ASsgcy ART AND MARGE DEBONVILLE
a 109.08 / �� TERRY otn SCALE: 1 = 20 DATE: SEPTEMBER 10, 2009 �,
99.01 os �� S 1 11 -d�
°4 WAR I R `� JOB NUMBER: 09-223 REVISION:
X °0 °2 09 No. 38721 ff SHEET NUMBER:
�G51,E°' �Z/E
- .SS�NRLIU+�SJ �^i p
J. 0 LOUGHLIN INC. -1392
d 714 MAIN STREET, YARMOUTH PORT, MA 02675
(508) 362-4942 :�%\Q �QISTEaEo
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