HomeMy WebLinkAbout107 Stratford Lane - Landscape Planr •
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SOIL .TEST
DATE OF SOIL TEST M� 15 2002
20 FT. MINIMUM FROM CELLAR SOIL TEST DONE BY SVJEETSER EENGINEERING
TOP OF FOUNDATION WITNESSED BY �-YQN HON! -
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE CLEAN SAND ELEV.= 94,10
100.20 10 FT. MINIMUM - INSPECTION PORT OBSERVATION HOLE" 1 ELEV.= 94.10 " OBSERVATION NOSE 2
ELEV. _ CONCRETE
D SEED PERCOLATION RATE _S___2_- MIN./INCH
AT 75 INCHES PERCOLATION RATE �5 � MIN./INCH IN C3 HORIZON
COVERS 4" SCHEDULE 40 PVC PIPE LOAM 2N LAYER OF DEPTH HORIZ TEXTURE . COLOR MO7T. OTHER
MIN. PITCH -1/8" PER FT. 1*8` TO 1OF DEPTH HORIZ TEXTURE COLOR MOI OTHER
WASHED STONE 0-10 A SANDY LOAM 10YR2/2 NO ROOTS
9430 MAX - VENT 0-6 0/A SANDY. LOAM 10YR2/2 NO ROOTS
&� " 92.05 MIN. NOT REQUIRED 10-30 B LOAMY SAND 10YR5/8
4" CAST IRON PIPE z 1 CU. FT. OF 6-34 B LOAMY SAND 10YR5/8 - ROOTS r
SLAB ELEV. _ 9270 (OR EQUAL, MINIMUM CONCRETE 30-66 Cl MEDIUM SAND 2.5Y7/3
PITCH 1/4 PER FT. ANCHOR 34--64 Ct MEDIUM SAND 2.$Y7/3
FLOW LINE 91'3 66-7$ C2 LOAMY SAND t0YR6/4
64-74 C2 -LOAMY SAND 10YR6/4
ELEV. 91.70_ - MN. ELEV. _ _91.15: LEVOEL 00 = 010' ° 89.97 78-14 C3 MEDIUM SAND 7.5YR6/8
GAS ELEV. 91 6" SMP ELEV. _ ��_ _
o ELEV. _ 74-90 C3 MEDIUM`$AND 7.5YR6/8
ELEV. X1.42_ BAFFLE �ISTRIBU710N 90-144 C4 LOAMY SAND
�fpD ELEV. 4 HIGH CAPACITY INfILTRATOP.S WITH
BOX _8480_ STONE IN AN z .$7
LIQUID OUTLET TO BE WATER TESTED NO WATER ENCOUNTERED AT _194= ELEV. _ -_8271-
(TO BE PLACED ON, FIRM BASE) 11' X 36' X 10' TRENCH FORMATION WILL N A 14g= ELEV. a $2.711
4 FEET 14 INCHES GOO GALLON IF MORE THAN ONE OUTLET
5 FEET 19 INCHES J (TO BE PLACED ON FIRM BASE) SOILABSORPTIONZONE NO WATER ENCOUNTERED AT
6 FEET 24 INCHES SEPTIC TANK SYSTEM (SAS)' INDEX c�1I+ CALCULATIONS 7 FEET 29 INCHES JG V 3/4 TO 1 1/2" CLEAN J ADJUST DESIGN CALCULAT ONS 3Y
i 8 FEET 34 INCHES DOUBLE WASHED STONE LEGEND:
FREE Of FINES k SILT. EXISTING SPOT ELEVATION 00x0 NUMBER Of BEDROOMS NQ�
USGS PROBABLE WATER TABLE ELEV. _ GARBAGE DISPOSAL UNIT
v�-tt ELEV. EX STING CONTOUR ---00-- TOTAL ESTIMATED FLOW GAL./DAY
SEWAGE DISPOSAL SYSTEM S 1 GM PROFILE OBSERVED WATER TABLE ( / / ) - FINAL SPOT ELEVATION 0 110 OAL/BR,%DAY X _3 _ BR) --V4-
J NOT TO SCALE BOTTOM -0F TEST HOLE ELEV. __42.10- FINAL CONTOUR REQUIRED SEPTIC TANK CAPACITY �S4- GAL
k SOIL TEST LOCATION ® ACTUAL SIZE OF SEPTIC TANK 1500- GAL.
UTILITY POLE -0- —1—
TOWN 'WATER —W"'f"W—SOIL CLASSIFICATION MIN./IN.
CATCH BASIN ®j DESIGN PERCOLATION RATEd�- GAL./DAY/S.F.
EFFLUENT LOADING RATEGAS LINE 44.33 SQ. FT.
�' ✓ CLEAN OUT C LEACHING AREA
CESSPOOL C,P, Q . (11X36(47X2X10/12)
/ LEACHING CAPACITY (AREA,X RATE) ��14Q GAL/DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY �%51,Q(L GAL./DAY
/ ^ recearraie
LAN
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D' '>' c,/(ssvl� NOTESkLL KMANSHIP AND MATERIALS SHALL CONFORM 70 D.E.P.
I p
O R ✓�_ TITLE 5 AND THE TOWN OF __XAR90ISP6SAL OF RULES AND
A CE 0
2. ALL COVERS TO SANREGULA71ONS FOR ITARY BUNTS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED' GRADE.
5 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
p
- WITHSTANDING H-10 LOADING UNLESS THEY An` UNDER OR WITHIN
�Q 10 FT. OF DRIVES OR PARKING AREAS. H-20 GQA^'", � SHALL'cEE
_ 1209 V ;. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS
F 8/7 -ASPHALT 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
• - ROAD 8E -MORTARED IN PLACE.
%> 5: No DETERMINAT1.7N CTAS ^oLEid MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS OWNER /APPLICANT is TO
/S OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
97, 2 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
0 CALL "DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
6.
UTILITIES
T
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
cr. -
•o. SITE CONDITION ATTENTION OF THE DESIGN ENGINEEANY VARIATION lA
(' NS PRIOR TO COM TION
IMMEDIATELLY.WGHT T THE
0 A
8: PARCEL IS IN FLOOD ZONE - 0
o
9. LOT IS SHOWN ON ASSESSORS MAP _134 AS PARCEL
l0. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
i $ FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND 8E
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). .
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3,° y a �Q1� w APPROVED: 60ARD OF HEALTH
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DATE AGENT
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--,SOL SEPTIC TANK / / i//✓�/ _-
v TEST 2
SOIL
TEST 1 RfSeRI't X36 �l
SAS
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AREA 19, 892%_z'
10
PROPOSED
DUBLINDCFOR
ONSTRUCTIONN I'II
PROJECT LUCAIwn._ ...7• � T :��
107 STRAW hm Lti, YAF�1'�OUTH
Si"Z=M? &GHMMUICT
235 GREAT WESTERN ROAD
508- P. 0. 'BOX 713 02660
398-3922 SOUTH DENNIS, MASS.
SCALE a' =.
DATEMA 16, 2002 1 20
REVISED JOB N0. 506-00
LOCATION • MAP
REVISED SHEET 1 OF
0', S8 PROD 5406-00 dr 5406-OO.DPM 02002 SWEETSER ENGINEERING
�� 3SILL CPl
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PROPOSED
DUBLINDCFOR
ONSTRUCTIONN I'II
PROJECT LUCAIwn._ ...7• � T :��
107 STRAW hm Lti, YAF�1'�OUTH
Si"Z=M? &GHMMUICT
235 GREAT WESTERN ROAD
508- P. 0. 'BOX 713 02660
398-3922 SOUTH DENNIS, MASS.
SCALE a' =.
DATEMA 16, 2002 1 20
REVISED JOB N0. 506-00
LOCATION • MAP
REVISED SHEET 1 OF
0', S8 PROD 5406-00 dr 5406-OO.DPM 02002 SWEETSER ENGINEERING
�� 3SILL CPl