HomeMy WebLinkAboutEngineered Plan - Rev. 2002FIRST 2' TO
BE LEVEL
v &�
EC1RC 0
PUMP 3 OUTLET
NORWECO SINGULAIR D -BOX
MODEL 900 ONC6- CRUSHED STONE OR
COMPACTED BASE
PROF I L E: NOT TO SCALE
TRAFFIC SIGN
96.65
/00 SM. CB/OH FND
EL - 99.73
0 10 20 ` f 40
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4 HIGH CAPACITY INFILTRATOR
CHAMBERS WI3.5'f STONE AROUND
2-10'ir X l9'l X 10"d
9' MINIMUM. DESIGN CRITERIA: - INVERT ELEVATIONS: GENERAL NOTES:
3' MAXIMUM COVER INVERT AT BUILDING: 98.5
DESIGN FLOW: INVERT -1N SINGULAIR UNIT: 98.0 1. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
2 BEDROOMS AT 1/0 G.P.D. PER INVERT OUT SINGULAIR UNIT: 97.75
MIN 2' OF PEASTONE OF THE SEWAGE DISPOSAL SYSTEM .ONLY.
BEDROOM EQUALS 220 G.P.D.
INVERT IN DIST. BOX: 97.5
314' 1 1/2" DIA.2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS.
NO GARBAGE AGR I NDER INVERT OUT DIST. BOX: 97.33
DOUBLE WASHED STONE SET: SEE SITE.PLAN.
1 NVER T IN LEACH CHAMBER: 97.23
SEPTIC TANK REQUIRED: BOTTOM OF LEACH CHAMBER: 96.4 3. ALL CONSTRUCTION METHODS AND MATERIALS AND
220 G.P.D.: X 200x 440 GAL. (1500'GAL MINI ADJUSTED GROUND WATER: NIA MAINTENANCE OF THE SEPTIC SYSTEM SHALL
SEPTIC TANK PROVIDED: NONE AS PER PERMIT OBSERVED GROUND WATER: NIA CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
FOR NORWECO SINGULAIR SYSTEM. BOTTOM OF TEST HOLE +r 1 : 89.3 BOARD OF HEALTH REGULA T I ONS .
SOIL ABSORPTION SYSTEM REQUIRED: 4. ALL. SEPTIC SYSTEM COMPONENTS LOCATED UNDER
DESIGN PERC RATE C 5 MINIINCH I. STEPHEN HAAS. PE. CERTIFY THAT ON NOVEMBER 1994. r HAVE PASSED THE AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
SOIL TEXTURAL CLASS - I SOIL EVALUATOR EXAMINATION APPROVED BY DEP AND THAT THE ANALYSIS WAS
PERFORMED BY ME CONSISTENT WITH THE REQUIRED rRAININO. EXPERTISE AND THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH -
EFFLUENT LOADING RATE - 0.74 GPDISF EXPERIENCE DESCRIBED IN 310 CMR 15.017. STANDING H-20 WHEEL LOADS.
220 GPD 10.74 GPDISF - 298 S.F. REQUIRED SIGNATURE �arE
5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
PROVIDED: i4 HIGH CAPACITY INFILTRATOR SOIL TES T PIT DA TA ® APPROVED EQUAL.
CHAMBERS W/3.5't STONE AROUND. A-460 S.F.
460 S.F. x 0.74 - 340 GPD 6m INDICATES INDICATES
PERCOLATION OBSERVED 6. D -BOX SHALL BE REINFORCED PRECAST CONCRETE
TEST - GROUNDWATER AND WATERTIGHT. D -BOX SHALL BE WATER TESTED
TP +l TP .2 TO CHECK FOR LEVEL WHEN THERE l S MORE THAN
0. HORIZON TEXTURE COLOR 99.8 0' HORIZON TEXTURE COLOR 99.8 ONE OUTLET.
O ORGANIC 0 ORGANIC
:
5- .......................... 99.4 5' ........................:... 99.4 7THIS LOT FALLS ENTIRELY WITHIN A ZONE I AND
A LOAMY IOYR Q LOAMY 10YR IS SUBJECT TO NITROGEN LOADING LIMITS AS PER
SAND 3/4 SAND 3/4
ENCS 10, "..................`.......... 99.0 l2' TITLE 5. (440 GPD / 40.000 S.f. l -
............................... 98.8
B LOAMY IOYR p LOAMY IOYR
SAND 5/8 D $AND 5/8 8. A TWO BEDROOM DWELLING IS PROPOSED ON THIS LOT
2s• •••• 97.5 28• •••••••••••••••••• 97.5
MED/UM IOYR USING A NORWECO SINGULAIR MODEL 900 DN TO COMP -
SAND 714 C / MEDIUM IOYR saND 7/4 ENSATE FOR THE LACK OF LAND AREA.
n
40' TRACE GRAVEL TRACE GRAVEL
9. THE NORWECO SINGULAIR UNIT, IS TO BE INSTALLED.
I e OPERATED. MONITORED AND MAINTAINED AS PER THE
/Do•4 - MANUFACTURERS SPECIFICATIONS AND THE RENEWAL
NO WATER
.128' 89.3 120" 89.8
TP+3 NO WATER � OF PILOTING. APPROVAL LETTER FROM DEP. ,
_..... ��....:.. x--10' DATE: MAY 1. 2002
Lo TEST BY: STEPHEN HAAS I0. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
WITNESSED BY: AMY VONHONE 1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
a PERI RATE: t 2 MIN/INCH FOR LOCATION OF UNDERGROUND UTILITIES.
o-
IN THE Cl LAYER
o Il. NO DETERMINATION HAS BEEN MADE AS TO
Ox a rr1 O . ° HORIZON TEXTURE COLOR /00.0 0' HORIZON TEXTURE COLOR 100.2 COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
m O ORGANIC O ORGANIC REGULATIONS. IT SHALL REMAIN THE CLIENTS
n3' ................... 99.8 4' ........................•••••• 99.9 RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
LOAMY IOYR LOAMY IOYR
SAND 3/4
A SAND 3/4 A PERMITS. VARIANCES ETC. FOR THIS PROJECT.
•,
!0' ............................... 99.2 /0' ............................... 99.4
100.3_ . LOAMY IOYR LOAMY IOYR
co B B sAND s/s 12 • IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
SAND 5/8
DN TP+4 30" ............... 97.5 32' 97.5 TO HAVE THE PROPOSED BUILDING FOUNDATION
4 HIGH CAPACITY CI MEDIUM IOYR CI MEDIUM IOYR DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
INFILTRATOR CHAMBERS SAND' 7/4 SAND 7/4 AND SOIL CONDITIONS AT THE LOCATION OF THE
W/3.5' STONE AROUND `" ` ' 42' TRACE GRAVEL 44TRACE GRAVEL
' PROPOSED BUILDING..
BM. CB/DH FND
- EL - 100.75
120' NO WATER 90.0 120' NO WATER
C T z
DATE: JULY 10. 2002
0 8Q2
94.8_ TEST BY: STEPHEN HAAS HEALTH p
PERC RATE: C 2 MIN/INCH EPT,
IN THE Cl LAYER
S/ 7 E PL A /V. O l A IVO
45-4 MEL V I L L E' ROAD. MAP /00. PA R CEL 1.21
Is 0 u T)&-7( R "o u T /� , A A
PREPARED FOR
� /IIIA ZZAFERF�O
1-4 YEL L O W PERCH CIRCLE .M M,4 HP EE
S ,4 02649
r SCALE : I .. _ .20' JUNE 13. 2002
of�494,° REVISED: JULY /0. 2002
-�
�L 0 US r REVISED: OCTOBER 7. 2002
'EAGLE SURVEY I NG I NC
923 Route 6A
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Ya rmo u t h p o r t MA. 02675, ,
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( 508) 362-8132
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`1/(506) 432-5333
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