HomeMy WebLinkAboutEngineered Plan - 1999MINIMUM FROM CELLAR DATE OF SOSOI T �ST
TOP OF FOUNDATION 20 FT. M qi2�� ��
I d 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE ! SOIL TEST DONE BY SWEETSER ENGINEERING
ELEV. CLEAN SAND WITNESSED BY
CONCRETE /DiELEV.
covERs LOAM AND SEED OBSERVATION HOLE 1 ELEv= OBSERVATION HOLE 2 =
4" SCHEDULE 40 PVC PIPE I PERCOLATION RATE tZ MIN./INCH AT 7� INCHES PERCOLATION RAIE L �"' MIN./INCH /r1 �ip�'Za.v�
MIN. PITCH 1/8" PER FT. 2" LAYER OF
1/8, TO 1/2UA
6wWASl`IED STONE VENT
- 4w CAST IRON PIPE 6 6" NOT REQUIRED
PITCH Q1/4") EIRI FTM
Z 1 CU. FT. OF
CONCRETE
FLOW LINE °f'•7 Q, ANCHOR
-TMIN.
" = gg<,
P2OLEv.LEVEL
:D10w °
V
ELEV.
9 ¢ cas 9S,7 ssuMP ELEELEV. ELEV. - ' 3
BAFFLE
DISTRIBUTION,
- �y HIGH CAPACITY INFILTRATORS !,WITH
LIQUID OUTLET Z
BOX z' STONE IN AN
DEPTH TEE (TO BE PLACED ON FIRM BASE) ` l
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-10
0�
[.oarr +Y
to f
�GO?�
C
Z7-13 Z
t�
r Oxy
atm-��
�,� 1! ►,
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
o-i�
[.oarr +Y
to f
C
Z7-13 Z
4 FEET 14 INCHES TO BE WATER TESTED I(� j(3 X 10 TRENCH FORM ,TION t LO �.�
5 .FEET 19 INCHES 1500 GALLON IF MORE THAN ONE OUTLET � lid z.9 WATER ENCOUNTERED AT � ELEV. _ '� �' 110 WATER ENCOUNTERED AT � � ELEV.,
6 FEET 24 INCHES l WELL
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE
8 FEET 34 INCHES SEPTIC TANK 3/4w TO 1 1/2 -INDEX 9.0 iL�g1
SYSTEM (SAS)
WASHED STONE j .ADJUST � Z
LEGEND: DESIGN CALCULATIONS 3
USGS PROBABLE WATER TARS ELEV. = 92.0 EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( 3/ 3/9) ELEV. = __ EXISTING CONTOUR ----00----
TOTALDISPOSAL UNIT NO
AL ESTIMATED FLOW
NOT TO SCALE BOTTOM OF TEST H LE ELEV. 3 FINAL SPOT ELEVATION 00.0
FINAL CONTOUR 00 (110 GAL/$R./DAY X 3 BR.) 3p GAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY 4(-0 GAL,
. p_ ACTUAL SIZE OF SEPTIC TANK 1500 GAL
UTILITY POLE .
r� TOWN WATER �W—�•--W SOIL CLASSIFICATION
CATCH BASIN (®) DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE 0.74 GAL/DAY/S.F.
GAS UNE C.O. ACHING AREA 7 T' SQ. FT.
CLEAN OUT t t X 6 f�1t 7X 2.X'0 tZ
p CESSPOOL C.P. 0 3 51,57-0
10( iLEACHING CAPACITY (AREA X RATE)GAL/DAY
j V 7Y- 3 X 0.7Y rq
RESERVE LEACHING CAPACITY GAL/DAY
NOTES:
p 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YArt-fo-7a RULES AND
L� REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
�� `G 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
P"
WITHIN 6 OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
/ r I 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.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
S° s BE MORTARED IN PLACE.
p.L 5,.N0 DETERMINATION HAS BFEt� uet�E ,AS_TO COMP�AANCr, Wli-4 ..._
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
kc
.' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
:�» rf 6. Ui1LIT1ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
+i ! +� 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
l0 �_ - I SITE COND111ONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
j IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
1 vu IMMEDIATELY. �-
9. LOT PARCISLSHOWN ONOASSOESSORS NE MAP Z AS PARCEL
g+ \ f v4
(� ! D.� APPROVED: BOARD OF HEALTH