HomeMy WebLinkAboutEngineer PlansACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE
/0/.0 RECIRCULATING FIRST 2' TO
LINE
BE LEVEL
6•
RECIRC
PUMP 3 OUTLET
NORWECO SINGULAIR D-BOX
MODEL 900 DN �CRUSHEDSTONE OR
COMPACTED BASE
PROF I L : NOT TO SCALE
700 BM. CB/OH FND
£L - 99.73
9' MINIMUM. DES I vN CR I TER I A :
3 ' MAXIMUM COVER
DESIGN FLOW:
MIN 2' OF PEASTONE 2 BEDROOMS AT 1/0 G.P.D. PER
BEDROOM EQUALS 220 G.P.O.
3/4' - 1 112' D/A.
UE
DOUBLE WASHED STONE NO GARBAGE GRINDER
°o
4 HIGH CAPACITY INFILTRATOR SEPTIC TANK REQUIRED:
220 G.P.D X 200V - 440 GAL.(1500'GAL MIN)
CHAMBERS W/3.5'1 STONE AROUND SEPTIC TANK PROVIDED: NONE AS PER PERMIT
2-l0'W X 19'I X !0'd FOR NORWF •.0 SINGULAIR SYSTEM.
SOIL ABS(•' PTION SYSTEM REOUIRED:
INVERT ELEVATIONS:
INVERT AT BUILDING:
98.5
INVERT /N SINGULAIR UNIT:
98.0
INVERT OUT SINGULAIR UNIT: 97, a
INVERT IN 0l ST. BOX:
97.5
INVERT OUT D/ST. BOX:
97.33
INVERT IN LEACH CHAMBER:
97.23
BOTTOM OF LEACH CHAMBER:
96.4
ADJUSTED GROUND WA TER :
N/A
OBSERVED GROUND WA TER:
N/A
BOTTOM OF TEST HOLE */; 89.3
C RATE ( 5 MI NII NCH 1, sTEPHEN HMS. PE. CERTIFY THAT ON NOVEYBER 1994, 1 HAVE PASSED 'HE
DES 1 GN Pi ' SOIL EVALUATOR EXAMINATION APPROVED BY DEP AND THAT THE ANALYSIS FAS
SOIL TEX' RAL CLASS - I PERFORMED BY ME CONSISTENT WITH THE REQUIRED TRAININO. EXPERTISE AND
EFFLUENT OADING RATE - 0.74 GPD/SF EXPERIENCE DESCRIBED IN 310 CMR 15.017.
220 GPD 0.74 GPD/SF - 298 S.F. REOUI RED s10NArm, ArF
4 HIGH CAPACITY INFILTRATOR SOIL TES T P I T DA TA
PROVIDED:,/3.5't STONE AROUND, A-460 S.F.
CHAMBERS k 0.74 - 340 GPD INDICATES v_ INDICATES
460 S.F. PERCOLA TION OBSERVED
TEST GROUNDWA TER
TP • I TP #2
0' HORIZON TEXTURE COLOR 99.8 0' HORIZON TEXTURE COLOR 99.8
O ORGANIC 0 ORGANIC
5 99.4 5' 99.4
A LOAMY IOYR A LOAMY IOYR
SAND 3/4 SAND 3/4
FENCE 100.3' 10' 99.0 12' 98.8
B LOAMY IOYR p LOAMY IOYR
SAND 5/6 O SAND 5/8
28 ............................... 97.5 26 ............................... 97.5
C / MEDIUM IOYR C / MEDIUM IOYR
`^40.1SAND 7/4 SAND 7/4
"1
40' TRACE GRAVEL TRACE GRAVEL
NO WATER 1 89.3 120'1 NO WATER L89 8
DATE: MAY 1. 2002
TEST BY: STEPHEN HAAS
WITNESSED BY: AMY VONHONE
PERC RATE: l 2 MIN/INCH
IN THE Cif LAYER
TP #3 TP 04
100.0 0'
100.2
O ORGANIC
O ORGANIC
J
99.8 4'
............................
99.9
A LOAMY IOYR
A LOAMY IOYR
SAND 3/4
SAND 3/4
10'
...............................
99.2 10'
..............................
99.4
B LOAMY IOYR
p LOAMY IOYR
D
SAND 5/8
SAND 5/6
JO'
...............................
97.5 32'
...............................
97.5
C / MEDIUM IOYR
C / MEDIUM IOYR
SAND 7/4
SAND 714
42'
TRACE GRAVEL
44'
TRACE GRAVEL
/ SM. CB/OH FND
y ` EL • 100.75
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION,
OF THE SEWAGE D I SPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCH MARKS.
SET, SEE SITE.PLAN.
J. ALL CONSTRUCTION METHODS AND MATERIALS AND
MAINTENANCE OF THE SEPTIC SYSTEM SHALL
CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
BOARD OF HEALTH REGULATIONS.
4• ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
5' ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
APPROVED EQUAL.
6• D-BOX SHALL BE REINFORCED PRECAST CONCRETE
AND WATERTIGHT. D-BOX SHALL BE WATER TESTED
TO CHECK FOR LEVEL WHEN THERE IS MORE THAN
ENE OUTLET.
7. THIS LOT FALLS ENTIRELY WITHIN A ZONE lI AND
IS SUBJECT TO NITROGEN LOADING LIMITS AS PER. ..
TI TLE 5. (440 GPD / 40, 000 S. F. I
8. A TWO BEDROOM DWELLING IS PROPOSED ON THIS LOT
USING A NORWECO SINGULAIR MODEL 900 DN TO COMP-
ENSATE FOR THE LACK OF LAND AREA.
9. THE NORWECO SINGULAIR UNIT IS TO BE INSTALLED.
OPERATED. MONITORED AND MAINTAINED AS PER THE
MANUFACTURERS SPEC / F I CA T / ONS AND THE RENEWAL
OF PILOTING APPROVAL LETTER FROM DEP,
l0. BEFORE CONSTRUCTION CALL 'DIG -SAFE'.
1-888-DIG-SAFE AND THE LOCAL WATER DEPT.
FOR LOCA TION OF UNDERGROUND UTILITIES.
11. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. IT SHALL REMAIN THE CL I ENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR :THIS PROJECT.
12. IT SHALL REMAIN'THE CLIENT'S RESPONSIBILITY,
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE
AND SOIL CONDITIONS AT THE LOCATION OF THE
PROPOSED BUILDING.
Eq rd
120
NO WATER 90.0 120'1 NO WATER L 90 2
OCT 2 8 2o02
DATE: rucY lo. 2002
TEST BY: STEPHEN HAAS
HEALTH D EPT.
PERC RATE: f 2 MIN/INCH
IN THE CI LAYER
h Health Department`
+,
S % E
P L A IV O F- L A /V D
'PROVED
r
64 M -L. VILLE
ROAD. "AP 100, PARCEL I
Date
.Y
SOU T1
YA R"OU T/1 / i
, .
-
R R E P.4 RE O R.
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.... ..
! 4 YEL L O W PERCH C / R�_'i E . "A SHPEE . "A 02649 '
SCAL E : / 20 _lUli 0.1 2002
REVISED: JUL Y. 10. 2002
t/•�` ������������""""""�� REVISED: OCTOBER 7• 2002
'EAGLE S U FR V E Y I N G I N C
923 Route 6A
Y o r mo u t h p o r t MA. 02675
( 508 ) 362-8 1 32
(508) 432-5333
0 10 20 40
LOCUS MAP