HomeMy WebLinkAboutEngineered Plan - 2001.y N SIL TEST
20 FT, MINIMUM FROM-FOUNDATI
.TOp `OF FOUNDATION O DATE of soil TEST: 2-8-01 _
ELEV.= 10000 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE BY: CRM R SHORT, PE
E TT ViNE:SSED BY: A. VON HONE
(ASSUMED) 10 FT. MINIMUM G 1`IlJ
j OBSERVATION HOLE: 1 ELEV.= 94.0
CONCRETE COVERS.
X 70.6 EXISTING SPOT" GRADE
4 SCHEDULE 40 PVC PIPE' LAYER OF - -66- _ EXISTING CONTOUR PERCOLATION RATE <2 MIN./INCH
DEPTH
HORIZ
TEXTURE
MIN. PITCH 1 8 PER FT.
LOAM AND SEED 1/8 T❑ 1/2
ff
PROPOSED CONTOUR
34
CLEAN SAND WASHED STONE
A
LOAMY SAND
10YR 5/3
NO
i'
16"-40"
B
LOAMY SAND
tOYR 5/8
X 1015
PROPOSED SPOT GRADE
40"-132"
C
'
4' CAST IRON PIPE 6' MAX,
i
EL 93.5 MAX.
EL'..92.5 MIN.
OH1
m
�
(OR :EQUAL) MINIMUM
PITCH 1/4' PER FT.
I
��
I it
SOIL TEST LOCATION
'-
N
F
Z
WATER LINE
'
�ELEV.=97.16
EL 90.50
+�
WATER SHUT OFF VALVE
_
+,
LEV,= 96.00 i�2,o
o e
I o
o
--c--_
EXISTING GAS LINE
ELEV.= 96.25
GAS
BAFFLE
_
ELEV.- 6' SUMP LEVEL
�o
I _ 10.
C.O.
CLEAN OUT
i
90.50 ELEV.= 90.33
�,
- 0
1 ELEV,= 89.12
o
S DISTRIBUTI❑N
C.P.O
CESSPOOL,
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0"-9"
FILL
9"-16"
A
LOAMY SAND
10YR 5/3
NO
16"-40"
B
LOAMY SAND
tOYR 5/8
40"-132"
C
MED/COARSE
10YR 7/6
SAND
<T❑ BE PLACED ❑N FIRM BOX
LIQUID OUTLET I^
• NO WAMR. ENCOUNTERED AT 132• ELEV.= 83.00
TO BE WATER TESTED 4 HIGH CAPACITY INFI ORATORS i�
DEPTH TEE CTO BE PLACED ON FIRM BASE) WITH STONE IN AN 11'X 36' X lw' \ CATCH BASIN
4 FEET 14 INCHES L ---TRENCH FORMATION WELL N/A
5 FEET 19 INCHES 1500 GALLON
ELEV.='
6 FEET 24 INCHES SEPTIC TANK ZONE _ DESIGN CALCULATIONS:
7 FEET 29 INCHES 90.00 z c - -- NUMBER OF BEDRDDMS1 3
6 FEET 34 INCHES 1:�`�
Ex _
SOIL ABSORPTION ADJUS,
3/4" TO 1 1 �2" �, GARBAGE DISPDSAL UNIT, NO
CLEAN DOUBLE SYSTEM (SAS)
SEWAGE DISPOSAL SYSTEM PROFILE WASHED STONE s.1T TOTAL ESTIMATED FLOW
FREE 0F FINDS (110 GAL /BR /DAY X 3 BR) 330
GAL./DAY
(NOT TO SCALE) AND SILTS
REQUIRED SEPTIC TANK CAPACITY: 660 GAL
ACTUAL SIZE OF SEPTIC TANK: 1540- GAL.
SOIL CLASSIFICATION: 1
USGS PR]:ABLE 'w�4TEP TABLE ELEV_ DESIGN PERCOLATION RATE: < 5
MIN./IN.
OBSER`, EL WATEP TABLE r11/4/00) ELE\, = EFFLUENT LOADING RATE: 0,74 GAL./DAY/S.F.
EE TEz ---7 `ECT HOLE ESE',, = 83.00 LEACHING AREA: 474,33 SO. F.T.
(11 X 36) + (47 X 2 X 10/12)
LEACHING CAPACITY (AREA X RATE): 351,00 GAL /DAY
474.33 X 0.74
RESERVE LEACHING CAPACITY: 351,00 GAL./DAY
94,3 NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF YARMg 1.JH-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
92.4.3H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR --
X 2 _ _ _ __ -- --.- -- PA K -N -G AREAS, N -?0 LOADING SHALL BE USED UNDER OR Vv rHN 10 FT. OF
100% RE \ DRIVES OR PARKING AREAS.
92.5 SAS �-
P366 ' 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE.
92. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR
` ZONING REGULATIONS, OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION
X 1.7 FROM APPROPRIATE AUTHORITY.
/ 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL
"DIGSAFE" AT 1-888-344-7233 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK
6
OH -
ON SITE
7. CONTRACTOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS
No PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT
TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY.
Ccr 8. PARCEL IS IN FLOOD ZONE C
9s` 6 96.1 100.0 `° 9. LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL 152
10. EXISTING SEPTIC/CESSPOOL(S) TO BE PUMPED AND REMOVED.
4.4 X 98,3
i 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
X 98.6
EHEA
A MINIMUM OF 5' AROUND LEACHING FACILITY AND BE REPLACED 1MTH
X-93.7 IL yTE 0
MATERIAL AS SPECIFIED IN 310 CMR 15.255:(3). iwtllAR 5 2001APPROVED BOARD OF HEALTH
LTH DEPT.r v 98.9;r`
.0 eXISTING DWELLING
92.? �- 9�•a TOF=100.00 r DATE GENT
'b �----�- GAS j YARMOUTHPORT, MA
x w - PROPOSED SEPTIC DESIGN
W 98.0 3.5' L�� l3 X 0 .9^� ,1 Gf� i
3FOR
%J, `%6 S.F.t -lpGARAGEcliL 9
YOLANDER HUNTER9fill
14
x 99.7 PROJECT LOCATION: LOT 13
-t
�a s. 14 TROPHY LANE
X 92.8 � �rQ '� �`• r �.� � YARMOUTHPORT, MA 02675
CRAIG R. .SHO R T
�igNNo PRDFESSIONAL ENGINEER
- l �o P, �, B CI X 10 4 4
" <v off. 508-398-8311
SOUTH PE IVIS, MA 0c2660
i
t DATE: SCALE: „ e
SITE PLAN
x I' z/i Z/,o j' 1 "=20'
SCALE: 1"=20' ,' REVISED Doe No. 12-908
LOCUS MAP
NOT TO SCALE REVISED SHEET 1 OF 1
2001 CRAIG R. SHORT, P.E.
a