HomeMy WebLinkAbout83-1631 - Lot 2 - Septic Design,�..,,..FR.-..�..m::-.. ».•..�..a-+,r•,...s - �,-...e++-•r•.•�--m-.o.•-�,.+=.e -""'v^.eo..-...,..e._...,:.....,-....-� .:.... ..a ........ ........:-, x
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OIL TEST
SOIL TEST , ` SAPR(L:10' 003
GATE OF SOIL TEST -__.._-, NILR
ATE ES SOIL TEST AUGUST 3. 2000 L RIN
0 � ,:SOIL TEST GONE BY `2,W�ETSER N�_g� G
WEE ER ENGINEERING
R � I T DONE BY �__I� ---
`20. FT. MINIMUM FROM CELLA :SOL TES
WITNESSED BY _A._YQN ii9NE
TI N
F FOUNDA 0 . � WITNESSED BY �.IlEF.EfL '� '
TOP 0 FROM SLAB OR CRAWL SPACE -in
10 FT. MINIMUM FR AND
CLEAN s ALCULATIONS., �ELEV.-7.96
• 10 FT. MINIMUM _
BOUYANCY CALCULATIONS' Sss OBSERVATION HOLE: 3 E�Ev.= �e.34_ 'OBSERVATION HOLE 4 . �-
ELEv. a - 5.80 ON HOLE 2 ELEV.- OO
RT WEIGHT OF WATER jELEV. OBSERVATI
MANHOLE
INSPECTION PO 0p'SEFaVAT�IONHOLE < MIN. NCH AT 74" INCHES PERCOLATION RATE _<2_ MIN. /INCH IN C HORIZON
LOAM AND SEED VENT 11 X8.17 X 11.00-8.84) X 84 18,939 LBS. � IN HORIZON PERCOLATION RATE �-- MIN./INCH AT 44�' INCHES PERCOLATION RATE _.�� /I
COVERS 4' SCHEDULE 40 PVC PIPE REQUIRED TANK 21 230 LBS PERCOLATION RATE -� MIN./INCH C
DEPTH
HORIZ
TEXTURE
rCOLOR.
MIN. PITCH 1/8" PER FT.
2" LAYER OF WEIGHT OF . A ,
EXCESS WEIGHT TO OFFSET 80UYANCY
A
LOAMY SAND
10YR4/2
NO ROOTS
6-18
"
1/8 TO 1/2 21230-18393 2.291 LBS' '
•
10YR6/8
ROOTS
18-96
C
D STONE
WASHED
:
ROOTS
29-96 C
MEDIUM SAND
2.SY6/6
MAX
13.33 11.08 MIN.
48-120 C
2.14
2.5Y7/4
4" CAST IRON PIPE
0 EQUAL) UAL MINIMUM
Z
PITCH 1/4" PER FL`
�
FLOW LINE
10.33
11.00
----
MINIMUM c
SLAB ELEV.
10"
ELEV. 1L88_ MINT y'p"
, -
10' ' 9.00
ELEV. . 11.14 LEVEL
u o _- a ELEV.:
6" SUMP ELEV.
ELEV. eGAS ELEV. 1¢�_
-SL•39-
BAFFLE DISTRIBUTION
ELEV,
8 HIGH CAPACITY INFILTRATORS WITH
LIQUID
OUTLET BOX ---
STONE IN AN z
DEPTH
HORIZ
TEXTURE
rCOLOR.
MOTT. OTHER
0-6
A
LOAMY SAND
10YR4/2
NO ROOTS
6-18
B
LOAMY SAND
10YR6/8
ROOTS
18-96
C
MEDIUM SAND
2.5Y7/6
ROOTS
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OTHER -
0-4 A
LO AMY SAND
1 1
0 YR4 /
NO
ROOTS
4-10 E
MEDIUM -SAND
1OYR6/1
8
LOAMY SAND
10-29 B
LOAMY SAND
7.5YR4/4
4-120`-C
ROOTS
29-96 C
MEDIUM SAND
2.SY6/6
DEPTH HORIZ I
TEXTURE
COLOR
MOTT. I
OTHER
0-23
FILL
A/E
NO
1OYR8/1
23-28 A '.
LOAMY SAND
10YR3/1
8
LOAMY SAND
28-32 E
MEDIUM SAND
10YR7/1
4-120`-C
ROOTS
32-48 B
LOAMY SAND
10YR5/6
48-120 C
MEDIUM SAND
2.5Y7/4
DEPTH
HORIZ I
TEXTURE
COLOR
MOTT.
OTHER
0-10
A/E
MEDIUM SAND
1OYR8/1
NO
10-24
8
LOAMY SAND
10YR4/6
ROOTS
4-120`-C
MEDIUM SAND
10YR6/4.
(TO BE PLACED ON FIRM BASE) TO BE WATER TESTED ' 10" TRENCH FORMATION 5 5.05 6.10
4 FEET 14 INCHES TLET.. 11 X 80 X _
INCHES IF MORE THAN ONE OU r WATER ENCOUNTERED AT 45" ELEV. s , _2 05 WATER ENCOUNTERED AT r42"_ ELEV. _ _2 p5 WATER ENCOUNTERED A7 4 _ ELEV.' _ _1 34_ WATER ENCOUNTERED AT YS9"- ELEV.
5 FEET 19 INCHES 1500 GALLON �ry WELL WELL MIW 29
7 FEET 29 INCHES SGr 11C TA►IK (TO BE PLACED ON FIRM BASE) SOIL ABSOIZPIION ZONE_ L�_.. ZONE A
8 FEET 34 INCHES EP 1r AN 3/4" TO 1 1/Y CLEAN INDEX 8.8 INDEX 7.1 3/03
DOUBLE WASHED STONE SYSTEM (SAS) ADJUST .9 ADJUST S_
FREE OF FINES do SILT
TEM PROFILE USGS PROBABLE WATER TABLE ELEV. a•9s 3.94
SEWAGE DISPOSAL SYS
NOT TO SCALE\ OBSERVED WATER TABLE ELEV, _ 1515 _ 3.04 �'�
x r `
J •,y I '-BOTTOM TEST HOLE ELEV. 1.4'.� -2.04 L (
8/3/00 4/10/03 AM 26 PCL 114
-- - HENRY
d n� P. D. BOX 981 X G _--
O ✓
SOUTH YARMOUTH MA 02664 y
25G+ , x x 2 , Y- y
V
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h f CERT. x, ,
,Ir
/ \ \
�/
SB 6
3X 41
l�t,1 FND. f OSPREY
REBA
0 . NESTING FND.
o _ PERCHcv
ORYWELL \ °:
\ L'rYRB SOICK
REMAINS RIDRYWEu
TEST.4
o
FND.
RAGE \ v• s v ,
�> -
ACQ,�-
�/
1 00
GENT �\ _ _. -- - C'O O
=tb'
,' / `� X l o \ y\ TEST 3 T \\
1 RB SOIL �� \ VENT s X C , j 9\
/_ - �� a IT OF _,/ \� \ o S
r EST 2 5' VERDIFND. x Oil \R �PROPOSED
OR0OLIMIT OpKELLING
5' OVERDIG MSAll
.L
\ ✓
c
X `Jr' :.i' �"� �.� 1 ` ..: SS \ DECK
x' r /\ OQQ 6 0 1500 G LLOR\, \ T
j
/ J SOY 00 SOIL ABS SEPTIC ANK i
x
60.00' S`EM . -„ � � � �0 � x ��• �../ \,,.
y
TESOIL
STI \, S\�.
(
-7�DRYWELL
\
! �� \
L D T 1 \ � � /N � ; O 1 �
/ � / •
\ �� / , . - , 12 iC i
10 X
52 951 S.F. B x G z -
w i A1500 GALLON / DRYWELL / / I �►j 1
\ rSEPTIC TANK V/ \ L D T 2'
y
%�`� 51
I _ X
8Jy rn' %% 780
Fx
/ _..._. � S.
�� .
IV PROPOSED
x Gq 5
BEDROOMS.
D W
y X RqGf EC / yA/ y ------
_- X u �` FL OOD ''ZONE
x
_.• Y, _
x
X
ORYWELL \ .0
•
P`'
N- .�,` ..
�S X �OC� J 11 p \
ORYWELL
A✓.. X
YAR. MON. �jt t � ... X O • 'I L YR / ' E A 11 \
ELEVATION= 6.15 G
NGva X c i �•� 0()p Z
ON
APPROVED: BOARD OF HEALTH NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. .. "'' -_� - � • "
-_--
ANC THE TCA'Y-5 Pt;,•ES ARD PEGULAT.^i:5 FOR •
THE SUBS'JR'ACE O'rOSAt O" SEWAGE. _ � � -� x '' / � X 1 1 ..1 .: X � Z.
2. ALL COVERS TO SAY!TARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE. �•--._y
3. ALL COMPONENTS a< THE SANITARY SYSTEM SHALL BE CAPABLE OF AM 26 PCL. 116 - ' '
r. �_
DATE AGENT
W'THSTANO!NG H-20 LOADING. /-
l
TO BRING COVERS TO GRADE SHALL
TaWN OF YARMOUTH X�
DATE APR. 15, 2003 SCALE �> = 20,
REV. MAY 16, 2003 JOB N0. 4842-00
4. ANY MASONARY Ut..TS
BE MORTARED IN PLACE. - : - X ...✓ , u- �.''' '
5. NO OETERM!NATION HAS BET_N MADE AS TO COMPLIANCE WITH11 �/6 /�O/ JTE 20 ( I ,
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO `f ROUTE U
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
SOUTH YARMOUTH
6. UT1lJT.ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR � � `J � ,-.
IS TO CALL 'D!G-SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS A MA 02664
X
PRIOR AC OR IS TO V WORK ON SITE. BK. 1153 PG. 136
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL A5 DESIGN CALCULA I IONS 5 \
517E CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION "
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER NUMBER OF BEDROOMS
IMMEDIATELY.GARBAGE DISPOSAL UNIT
8. PARCEL IS IN FLOOD ZONE Atl(EL 10dd1) TOTAL ESTIMATED FLOW
9. LOT IS SHOWN ON ASSESSORS MAP -_.28 AS PARCEL 115-. ( 110 GAL/8R./DAY X . S BR,) GAL/DAY ,
10. EXISTING STRUCTURES, UTILITIES, AND SEPTICS ARE TO 8E REMOVED. REQUIRED SEPTIC TANK CAPACITY ,J.1S?9- GAL - -
11. ALL UNSUITABLE MATERIAL SHALL 8E REMOVED FROM UNDER AND FOR ACTUAL SIZE OF SEPTIC TANK -NO- GAL Cn 7i . ` X
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED "f„ SOIL CLASSIFICATION -!_ LEGEND;
WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). 1pO`!x DESIGN PERCOLATION RATE 5�' MIN./IN.
p t"+ EXISTING SPOT ELEVATION OO O '
:t OF b1s a� c`L r\ EFFLUENT LOADING RATE Q,74 GAL/DAY/S.F.
EXISTING CONTOUR _-00---- x
o= o t LEACHING AREA�33 50. FT. FINAL SPOT ELEVATION
ELEVATION 0.(11X60)+(71X2X10/12)
REV. LEACHING CAPACITY (AREA X RATE) _O5,85 GAL/DAY FINAL CONTOUR
DU SOIL TEST LOCATION'
Q
778.33 X 0.74
ND " nj UTILITY POLE
RESERVE LEACHING CAPACITY ,¢71-9"3 GAL./DAY
� - TOWN WATER ®W"�+W-"�W
REV. t R4 x It:: CATCH BASIN
E N n iv.. = it GAS LINE E.
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a , T*-