HomeMy WebLinkAbout83-1882 - Site PlanTOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR
98.3 10 FT. MINIMUM 10 FT. MINIMUM FROM SPARB�OORCRAWL SPACE DOSTiNG
ELEV.
CONCRETE
COVERS -� 4" SCHEDULE 40 PVC PIPE
// 7 MIN. PITCH 1/8" PER FT. ,
4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4 PER FT. TEE
L FLOW LINE i
CLEAN SAND
INSPECTION PORT
LOAM AND SEED
2" LAYER OF
TO 1/2' PVNOT
MAX. WASHED STONE
93.02 MIN. TREQUIRED
ELEV. - 9235
ELEV. _ _93.3 / U u I I - e o VINYL
J MIN. ELEV. = 9275 2y 40 ML
LEVOEL oo e , t0-' ELEV. 90.94 LINER
ELEV. _ ��_ = BAFFLE ESV' _ 91 94 6` SUMP ELEV. 91. -
E:.�iJi _NM AF/
owa axan
DISTRIBUTION ELEV. - ELEV. _ 09•�
BOX -tea- ( 6 ) HIGH CAPAaTY INnI 7RATa4S W7H STOVE z_ 5 �
(TO BEPLACEDON FIRM BASE) TO BE WATER TESTED 5
�'JOO GALLON IF MORE THAN ONE OUTLET !N AN 11' X 4E' X 10 ' TRENCH FORMATION N
WELL A1W 230
(TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE C
SEPTIC TANK 3/4- TO 1 1/2- CLEAN SYSTEM (SAS) INDEX 22.5
DOUBLE WASHED STONE ADJUST 20
FREE OF FINES & SILT USING 1.74
USING PARTIAL USGS PROBABLE WATER TABLE ELEV. Q' t4_
SEWAGE DISPOSALNOT SSCALE YSTEM PROFlLE USGOBSERVEDSWATER TABLE (12/28/05) ELEV.: } 2 POND)
BOTTOM OF TEST HOLE ELEV.
/t `00'6Q' + 6 94.1 i\I / 936 T 1P \
°°' � \ 93.7 15 a:1 9 4
/-W -W W 94.1W-� 9.
� \
9
594.0
4.2 �/ / I 7�I /SOIL
<.6 ` SOIL 089.7 / TEST �\ • \
• 99.69 •6� jC11NG o JI / TEST 1
98.59 1 4.6 - . _ /' 93.B/
LOUISE LANE
LEGEND:
EXISTING SPOT ELEVATION
00,0
EXISTING CONTOUR----00----
COLOR
FINAL SPOT ELEVATION
00.0
FINAL CCNTOUR
00
SOIL TEST LOCATION
6i
UTILITY POLE -C•'•
STUMPS
TOWN WATER
Cl
CATCH BASIN
t0YR6/6
GAS LINE -G-
G-
CEMENTED
CESSPOOL
CESSPOOL
C2
CLEANOUT
C.O.
WSERVA110N HOLE 11 ELEV.= 69.7
PrPr.01 AnnN RATE - S_2- MIN./INCH IN C2 CORIZON
/ • 91. • 93.9 D-
95
. \ 1
7 ! g 5..7 / \ / _ BOX
• 98. 95.7 ' �` 93.8 1 143.76' / / �UI;fiT 6° 5'
T \ O 94.2 \
I / II OVERDIG-�-�
® 9B.7 / .96.1 \ co 1 94.8
93y N �9
3.T�- \ 40 ML
67 e6 _ 7� • 95.6 I ►�s 95.0 ti \ 1 VINYL LINE►t 7
y• 9 �.Z 9C� fs 94.5 20. B' _ SEPNG
EXIS94.4• 95.17.
• 99.4 \ \ ` 94.4 95.0 -G 4 _ _ _ I / / 9 1
l(/Tj 94.2 1 f 95.3 I - - f
\ 5.9 FS I • 94 I ( I \ 9_5.04 / 96.4
✓ c2 j3.8 94.4 I - _
j D. L- __ // 97.2
(96) I \ �J w• 9\ NG C�,, T\ //{I h IEXr4 B G WELLING\ I BOX ST 4 LIMIT RQ��5 $.
/93!6 ORINELL ROOMS ! OVERbIG
`J
�V 95.0 W < OR7 4.6 ? y p�� pRq�t i
(g4) 2 I \ \ �� \ W 1F 3 1 `C f 7/NL+7 Oy� �(96)� 97.6
�� ��_ 95.71 I 0� � ly �4,
W I q� �SC/Nc t?tW RELOCATED
W
,I 1500"GALLON
y ' \ 93.6 14:1 20ga
_ �Lp SEPTIC YAi1l�
r� 93.2 93.6 B'
-----, �\ 6v 95.4
\86.9 (9°;0 • 86.3 •__�7.3DRYNEU\ \
85.0 1 89.1
\�. 4.9
84.1 87.2 \ \
\\ \-5•� . J� 8.0
95 \
k \ \ \ .6 \
�� \ Ip•`' \ \�9RJ\
.86.78.1` \ \ \
.92.8 \ \
40
J
�\ \ LOT 76
F.
20' WOE
DRAINAGE
II EASEMENT
47.00'
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-144
A
FILL
10YRB/2
NO
STUMPS
144-156
Cl
BOG IRON
t0YR6/6
C MEDIUM SAND
CEMENTED
156-162
C2
MEDIUM SAND
I,
2.5Y7/3
PR7QJECT LOCATION LOT 76
))76 AVE., W. YAR.
WATER ENCOUNTERED AT _108' ELEV.
SOIL TEST (LOTS 75 & 77)
DATE OF SOIL TEST DECEMBER 282005
SOIL TEST DONE BY SWEETSER NGINEERING
WITNESSED BY L. MULKEEN&.j 9_U2?NY
OBSERVATION HOLE 2 ELEV.= 89.7
PERCOLATION RATE _ < 2- MIN./INCH AT 72 INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-5
O/E
MEDIUM SAND
10YRB/2
NO
B LOAMY SAND
5-29
B
LOAMY SAND
t0YR6/6
C MEDIUM SAND
ROOTS
29-120
C
MEDIUM/
2.5Y7/3
PR7QJECT LOCATION LOT 76
))76 AVE., W. YAR.
}
HASTINGS
COARSE SAND
3
WATER ENCOUNTERED AT _ 108" ELEV. _
SOIL TEST (LOT 76)
DATE OF SOIL TEST JANUARY 172008
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY A. VON�i9NE---
OBSERVA110N HOLE 2 ELEV.--95.2
PERCOLATION RATE ' 2__ MIN./INCH AT __ 53 INCHES
08SMA110N HOLE 3 ELEV.- 88.7
PERCOLATION RATE «_ MIN./INCH IN C CORIZON
DEPTH
HORIZ TEXTURE
COLOR
MOTT.
OTHER
0-4
Ap LOAMY SAND
t0YR5/2
NO
OLD TOWNHOUSE
o
4-19
B LOAMY SAND
10YR6/4
ROOTS
19-120
C MEDIUM SAND
2.5Y7/2
NO WATER ENCOUNTERED AT __120"_ ELEV. = __85.Z_
THS
T. A.
DUMAS
No. 619
DEPTH HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-14 O/E
MEDIUM SAND
1OYRB/1
NO
OLD TOWNHOUSE
o
14-41 B
LOAMY SAND
10YR6/6
ROOTS
41-120 C
MEDIUM/
2.5Y7/2
COARSE SAND
PR7QJECT LOCATION LOT 76
))76 AVE., W. YAR.
}
WATER ENCOUNTERED AT _96_ ELEV. = 80.7
DESIGN CALCULATIONS
NUMBER OF BEDROOMS 4 4
GARBAGE DISPOSAL UNIT
TOTAL ESTIMATED FLOW
( 110 M./BR./bAY X 4 BR) X40- GAL./DAY
REQUIRED SEPTIC TANK CAPACITY _$80_ GAL.
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION �-
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATEQJ4_ GAL./DAY/S.F.
LEACHING AREA 628_33 SO. FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (AREA X RATE) 483.48 GAL./DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY XQIM- GAL./DAY
NOTES:
1. ALL 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
WTHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE
USED UNDER OR WTHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 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
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY.
B. PARCEL IS IN FLOOD ZONE _c
9. LOT IS SHOWN ON ASSESSORS MAP 76 AS PARCELS _ u
10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
WTH SAND AS SPECIFIED IN 310 CMR 15.255:(3).
11. ALL STUMPS. BRUSH, AND TREE DEBRIS ARE TO BE REMOVED FROM
UNDER ALL SEPTIC COMPONENTS AND BE REPLACED PER NOTE 10.
REPLACED WITH CLEAN COMPACTED FILL.
12. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. USE OF ONLY A PORTION OF USGS WATER TABLE ADJUSTMENT.
B. NO RESERVE AREA.
13. EXISTING SEPTIC TANK IS TO BE PUMPED AND RELOCATED WHERE SHOWN.
14. GUTTERS, DOWNSPOUTS, AND DRYWELLS ARE TO BE INSTALLED.
15. HAYBALE WORKLIMIT IS TO BE INSTALLED AND REMAIN IN PLACE UNTIL
ITS REMOVAL IS AUTHORIZED BY THE CONSERVATION AGENT.
16. ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATED.
ALTERNATIVE ADDRESS:
16 LOUISE LANE
WEST YARMOUTH
APPROVED: BOARD OF HEALTH
DATE
AGENT
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PROPOSED SITE PLAN
OLD TOWNHOUSE
o
FOR
LISA V. STILL, TR
CONSTANCE
O r
PR7QJECT LOCATION LOT 76
))76 AVE., W. YAR.
}
HASTINGS
3
SCELTSER �NGINNSSERING
SHEFFIELD
203 SETUCKET ROAD
508- P. 0. BOX 713
385-6900 SOUTH DENNIS, MASS. 02660
SUFFOLK
n LOUISE
DAA APR. 16, 2009
SCALE 1" = 20
TT[+
LOCUS
JOB N0.
6311-01�
SHEET 1 OF 1
LOCATION MAP
REV.
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