HomeMy WebLinkAbout40 Kencomsett Circle Site PlanLOCUS MAP
N
ACCESS COVERS MUST BE WITHIN
6' OF FINISH GRADE
FIRST 2' TO
BE LEVELT
;- GAS
.9- MINIMUM.
INVERT EL E VA
T I ONS :
DESIGN CR I TER I A :
3' MAXIMUM COVER
INVERT AT BUILDING:
96.5 �•
JESIv^N FLOW:
MIN 2' OF PEASTONE
INVERT IN SEPTIC TANK:
98.0
3 BEDROOMS AT I10 G.P.D. PER
OR FILTER FABRIC
INVERT OUT SEPTIC TANK:
97.75
3EOROOM EQUALS 330 G.P.D.
3/4' - 1 1/2' DIA.
INVERT IN DIST. BOX:
97.57
DOUBLE WASHED STONE
INVERT OUT DIST. BOX:
97.4
jV0 GARBAGE GRINDER
3 OUTLET 2-500 GAL LEACHING CHAMBERS
1500 GAL
D -BOX W/4' STONE AROUND. 12. 84 x 25'1 x 2'd
SEPTIC TANK 6" CRUSHED STONE OR
COMPACTED BASE
DDnc I I E-
-,+97.6 97.6
.srre0
/
Tp
+103.7
'L h
i0. WID
WATER EASEMENT 2 i
i
180 WIDE
➢ _ ELECTRIC RSEME�T
E
CS/DH`W
7z - - - -
V1
INVERT IN LEACH CHAMBER. 97.3 SEPTIC TANK REQUIRED:
BOTTOM OF LEACH CHAMBER: 95.3 330 G.P.D. X ZOOx - 660 GAL.
ADJUSTED GROUND WATER: 89.5 SEPTIC TANK PROVIDED: 1500 GAL. MIN,
OBSERVED GROUND WATER: 87.7
BOTTOM OF TEST HOLE s3: 85.6
r. SOIL ABSORPTION SYSTEM REQUIRED.
ADJUSTED INDEX WELL SDW 252. ZONE B DESIGN PERC RATE l 5 MIN/INCH
GROUNDWATER, EL -0.3 APRIL 2012 READING -47.1% ADJ-1.8 ' SO 1 L TEXTURAL CLASS - I
EFFLUENT LOADING RATE - 0.74 GPD/SF
GROUNDWATER. EC -87.7 330 'SPD / 0.74 GPD/SF - 446 S.F. REQUIRED
GROUNDWATER.
?ROVIDED: 2-500 GAL LEACHING CHAMBERS
A'/4' STONE AROUND, A-471 S.F.
471 S.F. x 0.74 - 348 G.P.D.
SOIL TEST PIT DA TA
INDICATES INOICATES
PERCOLATION - OBSERVED
TEST - GROUNDWATER
TP #/ TP 02
0' HORIZON TEXTURE COLOR 97.7 0 HORIZON TEXTURE COLOR 99 7
A LOAMY IOYR A LOAMY IOYR
SAND 4/I SAND 4/1
B' -------------------- 97.0 7" -------------------- 99.1
B LOAMY 10 YR BLOAMY IOYR
SAND 7/6 SAND 7/6
28' ------------------- 95.4 29' ------------------- 97.3
C / LOAMY IOYR C / LOAMY IOYR
SAND 7/4 SAND 7/4
64' 92.4 64'
-------------------- 94.4
C2 SILT IOYR C2 SILT IOYR
LOAM 7/I LOAM 7/1
120' _ ---- 87.7 t2C-1
-------------------- 89.7
C3 COARSE
C3 COARSE 144SAND
SAND _ 87.7
C4 SILT
LOAM
204
80.7 192- 83.7
TP *3 TP 04
0' HORIZON TEXTURE COLOR 100.6 0' HORIZON TEXTURE COLOR
96.6
A LOAMY IOYR A LOAMY IOYR
SA 411
N -------SAND--'-----
6'----------------100.1 7' - 96.0
D LOAMY IOYR B LOAMY IOYR
U SAND 7/6 SAND 7/6
28' - ------ 98.3 33' - -- - 93.9
CIf SILT IOYR CJ SILT IOYR
LOAM 7/4 LOAM 7/4
/20• ------- --------- ---- 90.6
C2 COARSE
SAND
32-!-
17 ---- 79.6
C2 MED I UM
SAND
180NO WATER 85.6 21" NO WATER 75.6
DATE: MAY 9. 2012
TEST BY: SWEEISER ENGINEERING
WITNESSED BY: AMY VONHONE
PERC RATE: l 2 MIN/INCH
41-01 PROPOSED CONTOUR
rr JJ1P; \
^a_n
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCHMARKS
SET, SEE SITE PLAN.
3. 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 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE',
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS.
9. ALL UNSUITABLE MATERIAL (A. B d SILT LOAM)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
l0. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. .IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
Il. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE -
AND SOILTM)PfTTTr0NS ti- 1fE-6OCATION OF THE
PROPOSED
6
7'; V3YTH
HIGH
v v -(, ".0 ,�( 7 'Tiu,t
S / T(E PLAN O)= LAND
40 KENCOMSETT Cl RCLE. MAP 125. PARCEL 47
YARMOUTHPOR T . MA
PREPARED FOR : FILE COPY
MR & MRS RONAL D S TE I NE -R
SOO REX BL -VO. ELM1-4URS7-, l L 60 120
SCALE": I " - 20 ' OCTOBER l 0 . 2012
STEPHEN A. HAAS
_ ENGINEERING, INC
923 Routes 6A
1 YarrnQuthpart, MA. 02675
( 508 ) 362-8132
(508) 367-1691
IRR AIR • 1 O_ 1 7 1
i
ko o \
LEGEND
\
A CB CONCRETE BOUND
-W- WATER LINE
0 HYDRANT
-G- GAS LINE
- OHW- OVER HEAD WIRES
25,79'p0'W
LIGHT POST
5 5.01-f-
UNDERGROUND ELECTRIC LINE
-T- UNDERGROUND TELEPHONE LINE
- CTV- UNDERGROUND CABLEVISION LINE
+40.4 SPOT ELEVATION
........ 40....... EXISTING CONTOUR
41-01 PROPOSED CONTOUR
rr JJ1P; \
^a_n
GENERAL NOTES:
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
OF THE SEWAGE DISPOSAL SYSTEM ONLY.
2. VERTICAL DATUM IS ASSUMED. FOR BENCHMARKS
SET, SEE SITE PLAN.
3. 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 PVC OR
APPROVED EQUAL.
6. SEPTIC TANK AND D -BOX SHALL BE REINFORCED
PRECAST CONCRETE OR APPROVED POLYETHYLENE.
BOTH SHALL BE WATERTIGHT. D -BOX SHALL BE WATER
TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
OUTLET.
7. BEFORE CONSTRUCTION CALL 'DIG -SAFE',
1 -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
FOR LOCATION OF UNDERGROUND UTILITIES.
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
CONSTRUCTION INSPECTIONS.
9. ALL UNSUITABLE MATERIAL (A. B d SILT LOAM)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
WITH TITLE 5.
l0. NO DETERMINATION HAS BEEN MADE AS TO
COMPLIANCE WITH DEED RESTRICTIONS OR ZONING
REGULATIONS. .IT SHALL REMAIN THE CLIENTS
RESPONSIBILITY TO OBTAIN ALL PERMITS. SPECIAL
PERMITS. VARIANCES ETC. FOR THIS PROJECT.
Il. IT SHALL REMAIN THE CLIENT'S RESPONSIBILITY
TO HAVE THE PROPOSED BUILDING FOUNDATION
DESIGNED TO ACCOUNT FOR THE EXISTING GRADE -
AND SOILTM)PfTTTr0NS ti- 1fE-6OCATION OF THE
PROPOSED
6
7'; V3YTH
HIGH
v v -(, ".0 ,�( 7 'Tiu,t
S / T(E PLAN O)= LAND
40 KENCOMSETT Cl RCLE. MAP 125. PARCEL 47
YARMOUTHPOR T . MA
PREPARED FOR : FILE COPY
MR & MRS RONAL D S TE I NE -R
SOO REX BL -VO. ELM1-4URS7-, l L 60 120
SCALE": I " - 20 ' OCTOBER l 0 . 2012
STEPHEN A. HAAS
_ ENGINEERING, INC
923 Routes 6A
1 YarrnQuthpart, MA. 02675
( 508 ) 362-8132
(508) 367-1691
IRR AIR • 1 O_ 1 7 1