HomeMy WebLinkAboutEngineered Plans - Rev. 1999LOT 41
C. g '1
d. by
BENCHAlARK
l00.0 ASSUNEDJ
CORN R OF
:ONCRETE STEP
,
soh
N77049 55 ,)' E
nn
200 94:5
ASSESSORS - - 94.5
\ 1 \ LOT S42 \
\ , AREA = 18000
1 \SQ FT. ✓ / q
2918,DECK
1 W GARAGE
tag
d. h.
sss� 60 d 3 S
M
II \ c� c�
\ \ �� L HSE. 1 ' \O
1 1 0\ tv 122 � 11 `\ � � O b �
\\ I
I o 9 5' w �� /-�'krsTrNc ELE g4. o I \ a
\ \ wv \ / -BOX 1�"
-9dls
or
O �_\ s �p EL.=100 B \ �a
ft7UNDAT/ONu� �cH , C
nn 00
30.9' -
�y C. . '
J
db,
LOT 43
NOTES. 1. PUMP CRUSH & FILL EXISTING LEACH PITS
2. REMOVE EXISTING DIB.
GRAPHIC SCALE
30 0 15 30 60
OF
PAUL yG�
A.
MEF rrH&v
No. 32W8
�FC►ST�Q\
OF
WILLIAM GN,
LIEBERMM �.
� No. 23911
120
1 inch = 3u it. �/J,-
4
LOCUS
RE'S. ZONE. "R-40 "
FLOOD ZONE: "C"
PLAN REF 221/5
ASSESSORS MAP 58
SEPTIC REPAIR
PROJEC T L OCA TION
22 SKYLINE
WEST YARMC
APPLICANT -
DA VID AND
YANKEE SUR l/t
P.O.
UNI T 1, 408
MARS TONS M,
PH. (508)428— 0055
[S_CALE.• 1 30'
REV.• 9/7/99
JOB NO. 22SKY
1)
2)
3)
4)
5)
1, 6)
7)
8)
9)
10)
— 100.8_
?YIP OF FYJUNDATION
20' MIN.
CONCRETE COVERS
EXISTING
GALLONS
SEPTIC TANK
PROFILE
SEWAGE DISPOSAL
NOT TO SCALE
GENERAL NOTES
OF
SYSTEM
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO DER
TITLE 5 AND THE TOWN OF _�i_RMQ.U1T__I _____ RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
ONE COVER ON SEPTIC TANK SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE, OTHERS WITHIN 12"
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 WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTERED IN PLACE.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VATION CONTRACTOR
IS TO CALL "DIG- SAFE" AT 1-600-322-4844 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.
PARCEL IS IN FLOOD ZONE __"C"_____
LOT IS SHOWN ON ASSESSORS MAP 5B AS PARCEL _ s42
PUMP AND FILL CESSPOOLS.
4' SCHEDULE 40 P. VC
MIN. PFl H 1/8 PER FT.
CONCRETE COVER
DIS'llelHUTION
BOX
TO BE WATER TESTED
IF MORE THAN ONE OUTLET
PLACE ON 6" STONE 3/4" 710 1 -112 -
NO
2"LAYER OF
1/8"-1/2"
WASHED SYVNE
\ EL = 96.5'
(3' X 6.25' X 1. 33)
11' X 38' TRENCH MAM4TION
SOIL ABSORPTION
SYSTEM (SAS)
10" EFF
DEPTH
USGS PROBABLE WATER TABLE ELEV.=_ 8_8.25_
OBSERVED WATER TABLE (2/23/99) ELEV.= 8825 _
ASSUMED WATER TABLE ELEV. = 8525
OBSERVATION HOLE I ELEV = 9_6.5 _
PERCOLATION RATE _< ? MINI INCH AT 3s"+12" INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-8"
A
SIL
10 YR 5/2
NONE
8p"-36"
B
S
10 YR 5/6
NONE
MED
36 "- 72 l
Cl
S
10 YR 6/6
NONE
MED
72"'_123pj
C2
S
10 YR 5/6
NONE
MED
DAMP AT 120"—NO
WATER ENCOUNTERED
AT 123"
DATE OF SOIL
WITNESSED BY
ASSUMED WATER TABLE +12" AT 135"
3 HOLES SIDE BY SIDE
A) 4--6- HAND AUGER TO 123-
B) 3'0 HOLE TO 72"
C) PERK HOLE AT 36'148-
WATER
6'%48"
WATER TABLE ADJUSTMENT 3.1'
A VERA GE OF A & B ZONES
PROPERTY ON ZONE LINE
TEST 8/5/99 SOIL TEST DONE BY
A7LLIAM LIEBERMAN
BRUCE MURPHY Y. B. 0. H. SOIL EVALUATOR
DESIGN CALCULA TIONS.•
TOP LOAD 5 HIGH CAPACITY
INFILTRATORS KTH
4' DOUBLE WASHED �_2
SIDES AND ENDS11'X38'�
WILLIAM
LIEBERMAN
, No. 2337 t
NUMBER OF BEDROOMS . . . . . . . .
GARBAGE DISPOSAL . . . . . . . . .
TOTAL ESTIMATED FLOW
3
NO
( 110__GAL/BR./DAY x 3___ BR) 330 GAL/DAY
REQUIRED SEPTIC TANK CAPACITY 1000 GAL (REPAIR)
SOIL CLASSIFICATION . . . . . . . . I SAS
DESIGN PERCOLATION RATE . . . . . < 2 -MIN./IN.
EFFLUENT LOADING RATE . . . . . . • 74 GAL/DA Y/S. F.
LEACHING CAPACITY (AREA X RATE) 369 GAL/DAY
1---, RESERVE LEACHING CAPACITY . . . 369 GAL/DAY
(38XI1X. 74)+(38+38+11+IIX 74XIO112)
SHEET 2 0 2 JOB NUMBER _22.SKY___
FE