HomeMy WebLinkAbout365 Weir Road - Septic Designi
SOIL 'TEST
DATE OF SOIL TEST LLANVA-Y t7, 201
20 FT. MINIMUM FROM CELLAR OR CRAWL SPACE T R N INE RING
TOP OF FOUNDATION 10 FT. MINIMUM FROM SLAB _�r� _ 'SOIL TEST DONE BY`6 dO-L -
`20.25 10 FT. MINIMUM CLEAN SAND W TNESSED BY A• VON HONE
ELEV. _ .20 25 INSPECTION PORT
EIEV.� 21.5
ONCRETE LOAM AND SEED OBSERVATION HOLE 1
COVE S
4' SCHEDULE 40 PVC PIPE
' Z' LAYER OF
MIN. PITCH 1/8" PER FT. 1/8" TO 1/2' PERCOLATION RATE <__Z- MfN./INGH AT 60 INCHES
WASHED STONE
20.55 MAX OR FILTER FABRIC
18.3 MIN. OT
.Z5 4` CAST IRON PIPE
(OR EQUAL) MINIMUM FLOW TEE _
FT VvEt 5
DEPTH
HORIZ
TEXTURE
COLOR
mu 11.
OTHER.
0-T
Ap
LOAMY SAND
10YR5/1
NO
ROOTS
7-32"
B
LOAMY SAND
10YR6/4
C
ROOTS do lOx COBBLES
32-132"
C
MEDIUM SAND
2.SY7/4
Sx Coe LES do LOAMY
20.92 '
18.83 `
PITCH 1/4 PER LE L R5
1 �' _ 10.5
FLOW LINE7.55 NO WATER ENCOUNTERED AT 132' "ELEV, 10.5
10, ° ° 00000000000 ° / , .f _ s7l,nt
. OBSERVATION HOLE 2 ELEV.= 2,.2
ELEV. _ 17,75 -''MIN: 17.25 LEVEL ° o O o ❑ O o 0 0 ❑ 0 O o ° °° °
1273 LEV. � ��
SLAB ELEV. _ _ Ag ELEV. 16,92
ELEV.._ _11,44._ 9GA
FFLE ELEV. _ 17.09 6""pS MP _ °° °° 0 O o ❑ o ❑ o ❑ o ❑ ❑
DISTRIBUTION ELEV._ °° a, °❑ 0 0 0 0 0 0 0 0 0 0 a ° ° ELEV.
_-
e
BOX sa,a� ° ..
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. OTHER
0-3"
A
LOAMY SAND
t0YR5/1
NO 5% COBBLES
3-36"
8
LOAMY SAND'
t0YR6/4
5% COBBLES
36-132"
C
LOAMY SAND
2.SY7/4
S9. COBBLES
20.95
18.2
LIQUID OUTLET J 500 GALLON GALLEYS WITH T 10.2
=FEETT
Trr INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED STONE IN AN
IF MORE THAN ONE OUTLET �•_•• NO WATER ENCOUNTERED AT 132 ELEV. 10.2
INCHES 1 5OO GALLON N wEll_47 -�
INCHES (TO BE PLACED ON FIRM BASE) UNUSUAL TRENCH FORMATION •t2 ZONE B
INCHES T1 INDEX 23,8_(4/2012) �� ��
INCHES $EP LIC TANK 3/4' TO 1 1/2' CLEANSO{L ABSORPTION =L- +" h ♦+� J
DOUBLE WASHED STONE ADJUST '• ) �% DESIGN CALCULATIONS
FREE OF FINES do SILT SYSTEM SAS \�\ '` / NUMBER OF BEDROOMS
USGS PROBABLE WATER TABLE ELEV. _ _ta•5e \ \ \ 1`� GARBAGE DISPOSAL UNIT
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE (4/12/2012) ELEV. _ -2.49 \ ✓ ' \�` � TOTAL ESTIMATED FLOW GAL/DAY ,
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ _102__ REQUIRED
6AEPTIC TAN X �+4_BR•i -'�Q-
NOTE: # �+.� \ REQUIRED SEPTIC TANK CAPACITY 00D_ DAL
WATER TABLE READINGS AND ADJUSTMENT ARE FROM - \� ACTUAL SIZE OF SEPTIC TANK _,)$OQ'MIN.
� t �'_� SOIL CLASSIFICATION
TESTHOLES IN APRIL 2012 ON #319 WEIR ROAD.
� -•_ DESIGN. PERCOLATION RATE 5,�...._ MIN./IN. :
EFFLUENT LOADING RATE.� 08 GAL./DAY�S.F,
\\ LEACHING AREA 4i'�i SQ. FT.
(309.75)+(91:30X2)
LEACHING CAPACITY x P(AREA X RATE}' �'.f}.Z8 GAL/OA
i / / 1 ,✓ RESERVE LEACHING CAPACITY. .68 GAL/DAY-
(198.86+48.25+21.05)+j(128.22+88 28+41:14))X2)X2) X X 0.88
TE
01 WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
• _ THE SUBSURFACE DISPOSAL OF SEWAGE.
\ ` _ 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6. OF FINISHED GRADE.
.3. ALL COMPONENTS OF THE SANITARY SYSTEM SHAD BE CAPA9LE OF .
WITHSTANDING H -,O LOADING UNLESS THEY ARE UNDER OR WITHIN
✓ " 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING REAS.
--- •� 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
- 5. NO DETERMINATION HAS BEEN MADE AS TO' COMPLIANCE WTH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY,
s - - - - - - - -- 6. UTILITIES SHOWN AREAPPROXIMATEONLY,-EXCAVATION CONTRACTOR'
} IS TO CALL'DIG-SAFE• AT 1-886-344-7233 AT LEAST 72 HOURS
PRIOR, TO COMMENCING WORK ON SITE, -
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS'PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION '
5
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER "
IMMEDIATELY. _0 C� ..
8. PARCEL, IS IN FLOOD ZONES
y ✓ 8 9 9. LOT IS SHOWN MAP ON ASSESSORS J7$, •AS'PARCEL _ _ _421-
�\ N-
16.93 'A CRSS f
` \ \
LOCUS.10. ALL TU AREAS ARE TO BE STABILIZED AND REVEGETATEp.
MAP
...,., .� ..._ ...... ..� -.-�•\ SCALE Y = 100' '
tb.6 _
RF 46.25 S ;F'
\` A _ 33.13
PER
/ S
�� a\
/ 127 I \ 6 (/, Ido �� BERRY 2.42
- \ � W CRANBERRY -BOC � � • � \
�02
` \ s.d / . 12.7 ��S �� p��.-1 8 SO' .97",S.F.
---- -- AREA - .20.57. FILEUH
��-/ I- rQ � �SO'�.86' 4.3 4 30' PER � � .
• t 2.3 i� \ ori N 00 '
ACTIIF 9.3 � \ �J 3 TJ 8 ,
\ \ ci CRANBERRY -BOG 1� 12.5 -_-�•- -�� ,kms \\ /\ J O ) 0 � / 5 r � � - � �� TOWN OF YA6��L6O1�`I'i�
\.s, \ / / rn - = 309 5 S.F. -
\ ` \ 9.4 / / \ k0\ \ \ ` 2 V (0 02 AREA U1 REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
\ \ / tK. 2 • PER = 91 30 1 3: " " ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
\ \ / co
/ / �� .14.5 h \ \ ,
\ \ / \ ` / 82 APPLICANT FROM THE RESP !BILITY OF AS 7"
\ \ 29.2 3.50. COMPLIANC .
N
/ K111 / \ \ \ \ \ \ _ - 1 00 - DATE: 7 I /3
/1s.1\9:0
\
- A 19866 . S. F. BUILDING OFFICIAL
90 �� �.6J \ '\\ :� \
AREA R. = 64.11
\ 14. \ •�� 1a \ \ \ �\ \\ \ 1 PER. DIMENSIONS
/ \\ \ \ _ _ i � -�• // _ - ,4� / �, ' � \ . : \ � i SOIL. ABSORPTION SYSTEM _
0.7 / SCALE 1' - 10'
\ \� \9. 4
12.4' f lr /��0 - oo \ \\\\`\ 1 • 't" orrwytnoci.c
j
70.00 \ rJ\ \\�� �� i /� GRA
� w
\ 14. 19.7 t:,
\ \ \ \\ A J�'
Y 100 GALLON RESERVE �J\ _-- •�� \� 10.6 op",
`QE\ il/ 151 ` _ P-SE_pQ1sc NK.
----- !-��' o ___-� A1Fff� APPROVED: BOARD OF HEALTH
W %/ SOIL
W TEST 1ox
71 �,
4 ^-•S6it-
DATE AGENT
0.1 (18)- - - / ' 8 ESEF�YE J �"..w • 23.7 ` \ \
2,.4 2D.3 �- . ,g 4 \ PROPOSED SEPTIC DESIGN
\ ' / ' \ \ FOR
• � ��•�- -' I�TICKOT.,AS GREt°T
/
i / '7)6.80• / J / \ � \
1 / ROAD PROJECT LOCATION
eiltn>a�Fyr y
-(22)- - - - / / ' ) l( - / / \ /� ��e 353R VEIR ROAD, YARMOUTH
/✓ 17/7 1 /(q8)� / / / / \ Locv5,
a- =1-(24) _ .--�- 4.3-� j / 1 7.e / \ . \ Sr. EK ENG G
/ / \ \ ' 508-_ 203 SETUCKET-ROAD
25� / '/ / / / � \ \ - SOUTH DENO S 71 MA55. 02660
385-6900 .
1.EGI=ND. / / ` /( / // / � DATE JAN. 18''201-3]SCALE 1 F, y .20'
EXISTING SPOT E EVATIO 604 I N I / / • 16/, ( ` (� t.L //
EXISTING CONTOUR -- -00---- \ ` 25.9 2ry -
FINAL SPOT ELEVATION, 23.0 / REV. - JOB N0. :7LO7 OO .
FINAL CONTOUR 11 ,
SOIL TEST L%VON O
UTILITY POCE23.9 / I 1 17.8 - / /
TOWN WATER
j_
OCATION MAP REV. SHEET 1 _ OF 1
CATCH BASIN ;® j
GAS LINE gC,0• C SB PROD 7207-00 dw' 7207-SASI.DWL' 02013 SWEETSER ENGINEERINr�`�
CLEAN OUT
-
CESSPOOL -C.P.-C)