HomeMy WebLinkAboutEngineered Plan - Rev. 1998CLEAN SAND
HORIZ
TEXTURE
LOAM AND SEED
MOTT.
OTHER
2" LAYERDF
0/A
SANDY LOAM
1 /8" TO 1
2"
ROOTS
MINIMUM WASHED
TONE
VENT
16'R5/6
SCALE 1.. 20•
ROOTS
z
Cl
1 CU. FT. OF
10 R6/2
REVISED
CONCRETE
72-15
C2
ANCHOR
5GY
'
TIGHT
C3 C1 q� OTf t?^.J b l7Ci L30 C'iZ� CiLI Q
F]G1 C3 rJ Qta ClC� OC3 L3C7 Ab
: L6c,TID.�:t'�. ro7Cte�,�`r3l CfJ- [�IRiOqi 4O�1Cl71
10 "
�bGi.cbO:'y]''F�Crp1j1s+sAvr2 iR7y9+s.7a-.I
ELEV.p
- .y
.--
^�
�rGYaa']�t4o�-Y
rcGG._tsliGr��3.�
v=f
HIGH CAPASCTITYI WITH
'
ONEINILAiRATORS
X ?Io X 10" FIELD FORMATION
z
WELL SDW 252
SOIL ABSORPTION.
i �-
NDEX 47.3
ADJUST 1.4
SYSTEM (SAS)
V. _ 2.9V.
1.5
V. = 0.5
USGS PROBABLE WATER TABLE
SEWAGE DISPOSAL SYSTEM PROFILEoeSERVEo WATER TABLE ( 9/ 24/ 97 )
NOT TO SCALE BOTTOM OF TEST HOLE
l
{
�o
j), y7v.w?I
/a, 3
7o n 4-%
7G.
r
1 lr
SOIL TEST
DATE OF SOIL TEST sFPT, ?4. 1997
SOIL TEST DOME BY SWEETSER 'ENGINEERING
i WITNESSED BY A 1012HY
tn.3
OBSERVATION HOLE 1 ELEV.- 10 -- OBSERVATION HOLE 2 ELEV.-- 18
PERCOLATION RATE < 16 MKIINCH ' AT 46 INCHES PERCOLATION RATE �-, 2 MIN,/INCH AT Z INCHES
DEPTH
HORIZ
TEXTURE
CALOR
MOTT.
OTHER
0-9
0/A
SANDY LOAM
10183/3
ROOTS
9-33
B
LOAMY SAND
16'R5/6
SCALE 1.. 20•
ROOTS
33--72
Cl
SILT LOAM
10 R6/2
REVISED
TIGHT
72-15
C2
SILT CLAY
LOAM
5GY
'
TIGHT
NO WATER ENCOUNTERED AT15On _ ELEV. _ 4.3
OBSERVATION HOLE 3 ELEvA-15-5--
PERCOLATION RATE' < 115 WiLlINCH AT 41 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
O/A
SANDY LOAM
IOYR3/2
ROOTS
10-30
B
LOAMY SAND
10YR6/3
SCALE 1.. 20•
ROOTS
30-42
Cl
FINE SAND
1OYR6/2
REVISED
REVISED
42-102
C2
SILT LOAM
10YR6/2
TIGHT
02-18
C3
SILT CLAY
LOAM
5GY
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-11
0/A
SANDY LOAM
10YR3/2
ROOTS
11-26
B
LOAMY SAND
10YR5/8
SCALE 1.. 20•
ROOTS
26-38
Cl
FINE SAND
10YR6/4
REVISED
REVISED
38-108
C2
SILT LOAM
10YR6/2
TIGHT
08- 131
C3
SILTLOAMY
5 G .
NO WATER ENCOUNTERED AT 38 .. ELEV.
OBSERVATION HOLE 4 ELEV.ws 15.9
PERCOLATION RATE < 3_.._ MIN./INCH AT 44 INCHES
PERCOLATION RATE� 7.-. MIN./INCH AT7, 0 _ INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
0/A
SANDY LOAM
10YR3/2
10-30
B
LOAMY SAND
10YR5/8
SCALE 1.. 20•
DATE DEC. 11. 1997
30-51
Cl
FINE SAND
10YR6/3
REVISED
REVISED
51-100
C2
SILT LOAM
10YR6/2
04-15
03
SILT CLAY
LOAM
5GY
�. r} L z
I„J.} rwc '� T WATER ENCOUNTERED AT ? 5..� . ELEV. *z 1.5 NO WATER ENCOUNTERED AT -150' ELEV. �....
i
I
DESIGN CALCULATIONS NOTES:
P xarnpti?n�tc 4 1. ALI WORkCMANSHIP AND MATERIALS SHALL'CONFORM TO `D.E.P.
- --- - - �. _ - -----
- SiND THE TOWS! OF YARMOUTH RULES; AND J
-r -j.- I I .. 7. _. - : l •-- :u i"E'i:.6 r"i ,s i... i%...ri L; �/a'4a w1 i.T. } �... -..� r�. A �". ,r. ."' C .
_.. �y
GULA iIGIvS F(Jr� Tlic SUfiSil#�F 40E DISPOSAL Or . EVIAGI
r J >a )S ' ' _ -,40 6A ,1 UAY 2. ALL COVLRS TO SANITARY UNITS SHALL 8E BROUGHT TO
. - - - 18i 1i�.... �° iJS '.., it J°� t .i\ i.�#�t. } M•. "
REQUIRED SEPTIC TANK CAPACITY 880 GAL. WITHIN 6" OF "FINISHED GRADE.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE 0
SOIL CLASSIFICATION Ill WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
DESIGN PERCOLA11ON RATE < 20 MIN./Ill 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL 8E
EFFLUENT LOADING RATE 0,34 CAL./DAY/S.F. USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS..
' LEA('HING AREA 297 r- ,SQ. FT,,, 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
3L X 3h `G BE .MORTARED IN PLACE.
\` LEACHING CAPACITY (AREA X RATE) `��' �' GAL/DAY 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
r2%- X 0.34 ! DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
4/
RESERVE LEACHING CAPACITY � DETERMINAT10N FROM APPROPRIATE AUTHORITY.
6 GAL./DAY OBTAIN SUCH
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTO
IS TO CALL "DIG --SAFE" AT 1-8$8--344-7233 AT LEAST 72 HOUR:
4 PRIOR TO COMMENCING WORK ON SITE.
7. PARCEL IS IN FLOOD ZONE C.
Oj 8. ALL UNSUITABLE MATERIAL SHALL E REMOVED FROM UNDER AND
FOR A MINIMUM OF 5* ABSORP11ON
�6. r 9. ALL DISTURBED REAS AREUND TO BE SOIL- REVEGETATED. SYSTEM.
10. DESIGN ENGINEER AND HEALTH DEPARTMENT ARE TO INSPECT THE
p ; SEP11C SYSTEM ON THE FOLLOWING SCHEDULE:
A. SURVEYOR IS TO STAKE OVERDIG.
B. ENGINEER IS TO INSPECT OVERDIG PRIOR TO FILLING.
C: ENGINEER IS TO INSPECT PLACEMENT OF SEPTIC COMPONENTS
I PRIOR TO BACKFILLING.
j' 11. DESIGN ENGINEER IS TO CERTIFY INSTALLATION OF ` SEPTIC SYSTEM
ACCORDANCE WITH THIS PLAN.
12. SEPTIC TANK AND DISTRIBUTION BOX ARE TO BE SET ON A 6" BE
OF 3/4" TO 1 1/2" STONE.
T A. 13. LOT IS SHOWN ON ASSESSORS MAP 132 AS PARCEL S5
ou#,,s 14. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
No. 3
' SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
' •d
9i
APPR0VED
YARMOUTH COi�MITTEE
oKwil®
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION Foo.61
FINAL CONTOUR Z 00
SOIL TEST LOCATION
UTILITY POLE --(>-
TOWN WATER -W- -W
CATCH BASIN (®�
GAS LINE G
APPROVED: B RD OF EALTH
-34 7A -
DATE AVENf
4
01997 SWEETSER ENGIN
'
LOCUS
0
joPROJECT
0C25
ANNOCI
i
Z ft
U
I �
PROPOSED SEPTIC DESIGN
FOR
DAVID & BARBARA CLANCY
LOCATIONLOT 5
LOCH RANNOCH WAY, YAR
SWEEE'TSER ENGINEERING
235 GREAT WESTERN ROAD
P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE 1.. 20•
DATE DEC. 11. 1997
REVISED
REVISED
LOC:�TION MAP
JOB NO. 40328
JSHEET 1 -OF 1
01997 SWEETSER ENGIN