HomeMy WebLinkAbout16 Victory Lane - Septic DesignCOVE 60 DN PERCOLATION RATE
HORIZ
TEXTURE
COLOR
MODEL 9 4" SCHEDULE 40 PVC PIPE
2" LAYER OF
0-7
Ap
LOAMY SAND
Y
MIN. PITCH 1/8" PER FT.
TO 1/2"
7-24
SOIL :. TEST
LOAMY SAND
10YR8/6
20 FT. MINIMUM FROM CELLAR
i
DATE OF SOIL FESTNE_24, 2004__
C
250
10' MINIMUM FROM SLAB DR CRAWL SPACE
4" CAST IRON PIPE
-
SOIL TEST DONE BY � EjS�R ENGINEERING
NOT REQUIRED
98.78 MIN. NT
TOP OF FOUNDATION
C3
LOAM AND SEED
WTNESSED BY 8i{U>Y
TIGHT &
" ELEV.
r
f
10 FT. MINIMUM
SiNGULAIR ® 24" MANHOLE
24 MANHOLE TREATMENT PLANT,
R COVERS -1
INSPECTION POR?
CLEAN` SAND
03S tVAlif ! Fi04.£ ELEV.= ,97.85 OSi SMVATION 'HOLE
< 2 MIN /INCH IN C HORIZON PERCOLATfON RATE < 4
2 ELEV.= 97.60
MtN./NCH AT 48 INCHES
COVE 60 DN PERCOLATION RATE
DEPTH
HORIZ
TEXTURE
COLOR
MODEL 9 4" SCHEDULE 40 PVC PIPE
2" LAYER OF
0-7
Ap
LOAMY SAND
10YR3/1
MIN. PITCH 1/8" PER FT.
TO 1/2"
7-24
B
LOAMY SAND
10YR8/6
Cl
\1/8"
WASHED STONE
101.03 M
24-120
C
250
2.5Y7/4
4" CAST IRON PIPE
NOT REQUIRED
98.78 MIN. NT
0-120
C3
FINE SAND
(OR EQUAL) MINIMUM
TIGHT &
z
PITCH 1/4 PER FL
97.53 ELEV. _ R nT�
l
L ELEV. _
98 20 Al
LIN
9&03
ELEV. _ _98.75
°VEL
° ° i
SLAB ELEV. _ _ @3x2
,or
MIN. LE
6" SUMP
96.70
° _ , ° ° ELEV. _ -
ELEV: _98.50
LEV. _ ELEV. _
2 HIGH CAPACITY INFILTRATORS
WITH STONE IN AN
8@2',�_cDISTRIBUTION
BOX
11' X 24' X 10" TRENCH FORMATION 2 5.07
ULTRAVIOLET
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-7
Ap
LOAMY SAND
10YR3/1
NO
ROOTS
7-24
B
LOAMY SAND
10YR8/6
Cl
ROOTS
24-120
C
MEDIUM SAND
2.5Y7/4
LOAMY SAND 2.5Y6/3
DEPTH
HORIZ
TEXTURE COLOR
MOTT.
OTHER
0 -6
A/E
MEDIUM SAND 10YR8/2,
NO
ROOTS
6-21
8
LOAMY SAND 10YR6/6
ROOTS
21-35
Cl
MEDIUM SAND 2.5Y8/2
35-60
C2
LOAMY SAND 2.5Y6/3
0-120
C3
FINE SAND
TIGHT &
COMPACTED -
(TO BE PLACED ON FIRM BASE) FILTER (TO BE WATER TESTED SOIL ABSORPTIC'!d in
ELEV. _ �+ '/ 40 ML VINYL ffi WATER ENCOUNTERED AT Q5" ELEV. _ x.4.93 WATER ENCOUNTERED AT 32"_ ELEV. _ __89 93
SINGULAIR1 TREATMENTuv •THE DISINFECTOR" INC. 97.53 - SYSTEM (SAS) ` LINER
PLANT ` (OR EQUAL) 94.20
L f � ' r 1..1 ELEV. _ _ t �' k
SAMPLE CATCH AND USGS PROBABLE WATER TABLE ELEV. ° _81 3 DESIGN CALCULATIONS
RECIRCULATING PUMP 3/4" TO 1 1/2" CLEAN OBSERVED WATER TABLE (6/24/04) ELEV. _ ,9.93 WELL- tAIW 29
R ' c DOUBLE WASHED STONE BOTTOM OF.TEST HOLE ELEV. _ �87�BQ ZONE A NUMBER 'OF BEDROOMS -�-
SEWAGE DISPOSAL SYSTEM STEM PROFILE FREE OF FINES & SILT INDEX 6.3 GARBAGE DISPOSAL UNIT �0
o ADJUST1.7 _ TOTAL ESTIMATED ROW
NOT TO SCALE (110 GAL/DAY/13R. X 2 BR.) X20 GAL./DAY
REQUIRED SEPTIC TANK CAPACITY 440- GAL.
ACTUAL SIZE OF SEPTIC TANK GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION PERCOLATION RATE «ice MIN./IN.
EFFLUENT LOADING RATE -9.7-4- GAL./DAY/S.F.
LEACHING AREA .322•33 SQ. FT.
(11X24) + (35=10/12)
LEACHING CAPACITY (AREA X RATE) x•52 GAL/DAY
32233 X 0.74
RESERVE LEACHING CAPACITY X352 GAL./DAY
14. VARIANCES TO TITLE 5 AND YARMOUTH REGULATIONS:
A. SOIL ABSORPTION SYSTEM LESS THAN 10' FROM LOT LINE. " NOTES"
B. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION. _
C. SOIL ABSORPTION SYSTEM LESS THAN 100' FROM WETLAND. , ALL WORKMANSHIP -AND •MA_TEPIALS"•SHALL•.CONFORM TO D.E.P.
D. RESERVE AREA LESS THAN 10' FROM LOT UNE. r -' �. I{E T' 04F$ 12ULES ANO REGULATIONS FOR
E. RESERVE AREA LESS THAN 20' FROM FOUNDATION. aUBSURFACE DISPOSAL OF SEWAGE
F. RESERVE AREA LESS THAN 100' FROM WETLAND. 2• ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
G. SEPTIC TANK LESS THAN 100' FROM WETLAND. 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. N-20 LOADING SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
97.7 4. ~ f�
1 ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
1 e
BE MORTARED IN PLACE.
//
5. /� '� ` orc- - DEEDED OR ZON NG REGULATIONS. OWNER / APE
APPLICANT IS TO -
j- - OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
h.__.
OEL 9EOCN By
fi. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
ECIRCU NG P MP i IS TO CALL 'DIG -SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS
97.9
ND SA PLN ATC PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
£X/S77MG SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
I o DWELL/NG IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
r 8 � -
O: F R o x 98.9 8. - -220
112 99 l 1 50.00' li 9 5 _ �. _ 59 AS PARCEL
9 LOT'15 S rt7reN ON ASSESSORS MAP
l V c� 0 " 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND FOR
jt^�p SOIL97. ` _ - A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE REPLACED
DO' 8.4 WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3):
l l / 93 76k97 V RA ? 5 76 D X 11. GUTTERS, DOWNSPOUTS, AND DRYWELLS REQUIRED.
amt a
97 0 00 "� _ 1z� 12. ALL DISTURBED AREAS ARE TO BE REVEGETATED.
BUFfE U �� �! v�R i3r4,t" `1CC��TA
13. HAYBALE WORKLIMIT IS TO BE PLACED PRIOR TO ANY EXCAVATION
BVW 2 X00 2 \�, 4 " U' f T
/ 1.
/ QN SITE.
➢ VINYL * �F. 74.30' UN cr 1 Fo 7,(j i0 � a1yaa ! APPROVED: BOARD OF HEALTH
- -
l x ��R�OILr
r 94.4 89.32 l t f ��545 1 �_ , 10� DATE AGENT
197.9
F
S
TLANO' l IL
l 97:3 j
6,015.5# S.F. )50'
r / BVW 4, BUFFER j (/
gnu -
o (ASS 90)
✓ °` / /T X88.96, /� j % ( 00.5
F BOO / / SVW 5 j �l
s � ANS
%96:2
By
LEGEND:
EXISTING SPOT ELEVATION 00.0
EXISTING CONTOUR ----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
PROPOSED SEPTIC DESIGN
FOR
THOMAS CONNELLY
DGATIQN 16 VICTORY LANE
SOUTH YARMOMIL MA
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS:, 02660
D"TE SEPT. 8, 2004 SCALE "�" c 2V
REV. OCT. 5, 2004 JOB " <5965-00 '
SOIL TEST LOCATION ® 95.7 /
UTILITY POLE -4- BVW 7 / /
TOWN WATER -�W- W / 'LOCATION MAP REv. SKEET j OF 1
CATCH BASIN \nj /
GAS UNE L` S8 PRD✓ 5965-00 dw 5965-scs.DWG ®2DD4 "SWEETSER ENGINEERING
CLEAN OUT C• • -
,x,1
CESSPOOL C P.