Engineered Plan - 1999SOIL TEST
M
MINIMUM FROM CELLAR
20 FT. M ,.
TOP OF :FOUNDATION DATE OF SOIL 'TEST....
SPACE
f
U -0R :CRAWL
iIMM_
90 : FT. MIMM M FROM SLAB SOIL TEST _ E --
✓ 10 FT. M N U
ELEV. , � CLEAN. SAND
WITNESSED 13Y , _-, - ,
CONCRETE
COVERS
LOAM
AN
D SEED OBSERVATION HOLE a
• OBSERVA
T0NH
OLE �.2
4-SCREEULE 40 PVC PiPE PERCOLATION RATE MIN./INCH NCH AT INCHES PERCOLATION RATE .
MIN./INCH
7- IAN.
IN NCHMN. PITCH -1/80 PER FT.
..
2 LAYER OF
1W
DEPTH HORIZ TEX-WRE COLOR M0TT OTHER DEPTH:WOR1Z TEXTURE COLOR MOTT• OTHER TO 1 2
ASHED
STONEt
r ,
VENT _ .. .
MAX.4 CAST IRON PIPE NOTREQUIRED
x -a
t
I
, ..
t
OR EQUAL) MINIMUM r
1 CU. FT. OF
.. -J
PITCH 1/4- PER FT. _
CONCRETE
t
r
ANCHOR _
OW UNE
10,
MIN ._
1 r
2 ,<:.. w t
to '® .. r ...-. ,..r
V
1
LE . �
{ f
r v #
raai:.wr.•4.. _.. _..: ,:.. _ ,....._. _ ,.._.- __. .,. .-. .....�..r,..s.-.__.-..e.....e,. ,_r._ �,........ ,- ,.--..�.........:-.-,._....0 ....+.. -...�. r max: _,w .a..,. ..w..;:m.vs..-.:....«....__. �.+_.r..« -....
GAS ELEV.
-. ..j : r. a...,.
BAFFLE
- a -
t..
- _ -
DISTRIBUTION +
HIGH CAPACITY INFILTRATORS WITH
LIQUID 'OUTLET �...,,....BOX STONE IN AN
.,
DE2TH 'TEE
TO BE PLACED ON FIRM BASE ,
z ,
<,. _
4 FEET 14 INCHES TO HE WATER TESTED
TRENCH FORMATION ,.
5 FEET 19 INCHES IF MORE THAN ONE OUTLET r t ; , . , }.
00 GALLON / w ENCOUNTERED AT ELEV. _�:/ WATER ENCOUNTERED AT ELEV. >a
6 ET 24 INCHES.. 5 r ;WELL / WATER
TO BE PLACED ON FIRM BASE) --� --
7 FEET
29 INCHES ( SOIL ABSORPTION
S PTiC TANK ZONE
8 FEET 34 INCHES E
3/4. � 1 1/2• INDEX
WASHED STONE SYSTEM {SAS}
ADJUST
LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE`ELEV. EXISTING SPOT .ELEVATION 00,0
NUMBER OF BEDROOMS
— --
SEWAGE DISPOSAL SYSTEM PROFILE oa�vED-wATT� TABLE ELEv� � _�.. ExIST1Nc CONTOUR— OO--- GARBAGE DISPOSAL UNIT N0
NOT TO S :r; . _ FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW
N CALF BOTTOM OF TEST HOLE ELEV. .� / �
t
FINAL CONTOUR ( 110 'GAL/BR./DAY X SR.); ._,_,.... GAL/DAY
y REQUIRED SEPTIC TANK CAPACITY GAL
SOIL TEST LOCATION
:}, .• ;, s /ter UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK AL
1 r w CLASSIFICATION
r r TOWN WATER SOIL GLA i
i G _ t \ 5 MIN. N.
{
CATCHBASIN® DESIGN PERCOLATION RATE 5.�. _ _/I
--� EFFLUENT LOADING RATE GAL/DAY/S.F.
-GAS LINE GG y
C.O. LEACHING AREA _ ,- .. SO. �•
CLEAN OUT
-� �- CESSPOOL C.P.
CAL/DAY CAPACITY (AREA X RATE)
RESERVE LEACHING CAPACITY ' ' GAL/'DAY A_
!•r
.01
NOTES.
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.EP.
U S AND
�-• , r ._.
TITLE 5 AND THE TOWN OF .�'' - RLE A
10. ALL DISTURBED AREAS ARE TO BE G
..__ .,.•-'- �, ., I f REVE ETATED.
a t
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF : SEWAGE.
..•--''� ` i i 11. GUT('ERS DOWNSPOUTS, ADD S
,.�. } O N RYWELL ARE REQUIRED.:
.- U BROUGHT TO
Z. ALL COVERS TO- SANITARY NETS SHALL BE B
12 AYBALE =WORKLIM(T IS TO BE IN PLACE BEFORE ANY .WORK STARTS.
f<' .....T..r ,. a „r•` -'..S ,.:_. r
WITHIN 6 :OF FINISHED GRADE.
, w. ;_.-- � A VARIANCE OF 2' S�REfZUIREI�FOR�`it� AT10N� _ , ;
N f P OF 'THE SANITARY SYSTEM SHALL BE CAPABLE OF
�., �! 3 ALL COMPONENTS k , r ., 1. : LEVEL WITH .THE HIGH `.POINT iN 'ROAD INSTEAD OF 2 ABOVE..
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
G
,•; ->" l 10 FT. OF; DRIVES OR PARKING AREAS. H 20 LOADING SHALL
B..
S / �.
� _. � . USED UNDER OR WITHIN 10 FT. of DRIVES OR PARKING 'AREAS.
'"
-- i ' , - ./' \\` -, �. , - . �--'" �-. ..-•-- .. r 4 ANY MASONARY UMTS :USED TO BRING COVERS TO GRADE SHALL
.><, 1 SSS � _, � BE MORTARED N PLACE.
5. N0 DETERMINATION HAS BEEN `.MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER // APPLICANT iS TO
41
k .. , - OBTAIN SUCH DETERMINATION : FTCOfia APPROPRIATE AUTI�IC�:'I
F. 1 _
f ,,�,\jjj,✓ ,f.
L \ � UTILITIES SHOWN ARE APPROIQMATE ONLY :EXCAVATION CONTRACTOR
e
1S < CALL *DIG
SAFE': AT 1 888 344 -?233 AT LEAST 72 HOURS
...PRIOR TO ° COMMENCING ....WORK ON SITE. ;
{�ACTOR 1S TO VERIFY GRADES AND ELEVATIONS Al S `WflA5
SITE CONDITIONS PRIOR TO COMMENCING_
'WORK ON SITE. ANY YA.RIATI�Y�
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
f
,._ ...-� ✓' ..- IMMEDIATELY,
v
?-.:.._. , 1. / .,.. ,. ,-f'�• 4.. ,. , , . .._
i 8. PARCII. IS IN FLOODZONE
�.
_ ...• . - _ _ r S AP _ AS PARCEL 9. LOT IS `SHOWN" ON ASSESSOR M �...
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t #` ✓
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1
4. 1 l ..: E y•}`
..V � APPROVED: BOARD OF HEALTH
AGENT
DATE
OATS
a f .
PROP OSED SEPTIC DESIGN
\(
EOR
f
/ fi
r
�PROJECT LOCATION
SifEETSER ENGINEERING,
235 GREAT WESTERN ROAD
._ P. 0: 80X.,713.,
-�, � ......... ..�-� • , 508
I
SOUTH DENNIS MASS.
398..3922 02860
�.. DATE SCALE
1
�.---: REVISED JOB N0.
, REVISED
fLOCATION MAP SHEAT OF r'
---
,• i
--''� a 1998 sWEETSER ENGINEERING
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