HomeMy WebLinkAboutEngineered Plan - 19974` CAST WH PrE
r V om FT.
jv.
RLEV. ,. 92.4
CLEAN SAND
r SCHEPULE 40 PVC PIPE
MIN. PtT+CH i /8"' PER FT.
2' D'Y'ER OF
1/8' TO 1/2'
89.9 STONE VENT
1 CU. FT. OF
CONCR
ANCHOR
www. i!`1 9`a.� � Q'�"�"'1 • • o L7 O C O O O-'�1
• 0 0 o n• • c' •
C=3
•11*2*
= 85.9
Ev 92,0 ELEV. 91.8 • ELEV.
,To • , D{ IBU o , ,ELEV.
ELEV. 84.9
BOX__8IRg 3 FLOWOIFFUSORS , 3' STONE
IEE PLACED ON Iii BAS TO BE MATER TESTED
I t�}0 GALLON <<oo Mom TE{AN ONE OUTLET lox 30' x 2
SEPT{C TANK 3/4- TO 1 1/2 -
WASHED STONE
SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TI
OBSERVED WATER TABLE
NOT TO SCALE
ELEV. -
ELEV. -
WELL
ZONE
INDEX
ADJUST NIA
SOIL TEST
DATE OF SOIL TEST 6/4197
SOIL TEST DONE BY TFQ IlLtUAS
WITNESSED BY A. VQNJM
OBSERVATION HOI E 1 ELEV.- 89.9 OBSERVATION HOLE 2 ELEV.-
PERCOLATION RATE < jp MML/INCM AT __ 64'• INCHES HES PERCOLATION RATE MIN./INCH AT INCHES
DEPTH
HORI
_ ---- _.. _
AO
3
COI.
MOTT.
OTHER
C - 8
A
LOAMY SAND
MYR 4 /4
No
TADCO ENVIRONMENTAL CONSULTANTS
P.O. BOX 615, EAST DENNIS, MA 02641
508-385-2425
8-34
C�
MED SAND
MVR Vs
SCALE y _ 2 0
['5 -ATE
JUNE 5 997
36 - ip
C 2
MED SAND
MYR 7f3
REVISED
NO WATER ENCOUNTERED AT 120" ELEV. 79.9
tM
T. A. DUIaAS
w
619
LEGEND:
EXISTING SPOT ELEVATION 00,10
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOI, TEST LOCATION
UTIIJTY POLE -0-
TOWN WATER—W
CATCH BASIN
GAS UNE G "
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
WATER ENCOUNTERED AT ELEV. -
DESIGN CALCULATIONS 3
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
(19—GAL./BR./DAY X 3 BR.) GAL/DAY
REQUIRED SEPTIC TANK CAPACITY GAL
ACTUAL SIZE OF SEPTIC TANK LQQCL_ GAL.
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE 5.2. MIN./IN.
EFFLUENT LOADING RATE _74 GAL./DAY/S.F.
LEACHING AREA 460 SO. FT.
10'X30' + 60+20' X 2'
LEACHING CAPACITY (AREA X RATE) 544.4 GAL./DAY
RESERVE LEACHING CAPACITY 340.4 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YAOUTH 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 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 VATHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED N PUCE.
OBTAIN SUCH D>rM04INATiON FROM APPROPRIATE AUTHORITY.
S. UM71ES SHOW ARE APPROXIMATE OKY, EXCAVATION CONTRACTOR
IS TO CALL 'Dt0--SAFE` AT 1--apo-322-4B44 AT LEAST 72 HOURS
PRIOR T'0 COMMtENONG WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE
8. PARCEL IS IN FLOOD ZONE C
9. LOT IS SHOWN ON ASSESSORS MAP 102 AS PARCEL S72
APPROVED: BOARD OF HEALTH
DATE AGENT
_ ---- _.. _
AO
3
PROPOSED PLOT PLAN
FOR
BILL HARRISON
PROJECT LOCATIONIs
8 RICHARD ROAD
TADCO ENVIRONMENTAL CONSULTANTS
P.O. BOX 615, EAST DENNIS, MA 02641
508-385-2425
SCALE y _ 2 0
['5 -ATE
JUNE 5 997
_j
REVISED
REVISED
LOCATION MAP
JOB NO. 14zq
rSHEET I OF I