HomeMy WebLinkAbout15 Quail Road - Septic DesignIOP OF FOC-NDA110N 20 FT. MINIMUM F{DM CELLAR SOIL TEST
ELEV. a 13 � 5 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST A - � 4 17, M! 1
CLEAN SAND SOIL TEST DONE BY ENGINEERING
CONCRETE WITNESSED__ BY K w s
f c .r
COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV.- OBSERVATION HOLE 2 ELEV.-
-or SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8' PER FT. PERCOLATION RATE MIN./INCH AT �+� INCHES PERCOLATION RATE 2- MIN./INCH AT !°O INCHES
1 LAYER 2 DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
1/8' TO 1/2•
d S WASHED STONE FELL pt
y�..
( CAST IRON PIPE NOTTREQUIRED O_�� ty 0 3� f (LL
(OR EQUAL MINIMUM
PITCH 1 4 PER FT. CONCRETE A"'D 4 Mcrbr "�
/ ICU. FT. OF YZ9 A (6�MY +�Y2Y�2
A ELEV. a FLOW LINE tC1, l3 a ANCHOR 2y-46 Z'g A I v ice. Y`(a N j/ Sl Cf w
t� Io,7s 10• A�
{� '{MIN. -lua (�,2 2,0. o • =s o-� MEDivr+ rvY%:/ f rn lC Yd!
) A ELEV. rb,'Fi GAS V DO 6' Su LEVEL- 9• . ?- t,�Sriva 3G, a10'" ELEV. o �.� (f coA4)C iG " . e 7Z B A P !�r�
BAFFLE ELEV. l ELEV. �' iy v°Y F I N cr/M. 1 T y l L
DISTRIBUTION ELEV. a CIL s" �' /
$ NIGH CAPACITY INFILTRATORS WITH V CJA�s� 72-90 C toy
LIQUID OUTLET BOX 9.43 STONE IN AN
4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED '
5 ET 19 INCHES IF MORE THAN ONE OUTLET ! 7 i'G X �� TRENCH FORMATION r
s 24 INCHES 1500 GALLON - WELLAJIVJZ9 - WATER ENCOUNTERED AT 9 ELEV. _ �'3 WATER ENCOUNTERED AT 7-S ELEV. •, I 1
7 29 �CHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION
B F� 34 INCHES SEPTIC TANK 3/a• To 1 ,/2• a
WASHED STONE SYSTEM (SAS) ADVii
LEGEND: DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00,0 NUMBER OF BEDROOMS
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( $//7 /°i) ELEV. n T; EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
NOT TO SCALE BOTTOM OF TEST HOLE ELEV. _ - 7 FINAL SPOT ELEVATION 00. TOTAL ESTIMATED FLOW SSS I.<
FINAL CONTOUR 0 4 ( 140 GAL/BR./DAY X � BR.) GAL/UAY
SOIL TEST LOCATION B REQUIRED SEPTIC TANK CAPACITY = GAL
UTILITY POLE -o- ACTUAL SIZE OF SEPTIC TANK 1500 GAL,
TOWN WATER ®WSW SOIL CLASSIFICATION I
CATCH BASIN 1m\ DESIGN PERCOLATION RATE <_?. MIN/IN.,.
J
3C/
I
10. TOPOGRAPHIC SURVEY AND =1
11. ALL UNSUITABLE MATERIAL SHA
FOR A MINIMUM OF V AROUND
REPLACED WrTHMATERIAL AS 5
AND IS TO BE INSPECTED BY 80.
t2. WHEN PRIMARY SAS FAILS, I
AREA BE RE -EXCAVATED A
LOCATION OR IF THE RESEI
MUST BE DESIGNED 8INST
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PROPOSED SEPTIC DESIGN
FOR
)%4 YA/E G of 61ee �a,c
PR LOCATION LoT2
IsQus1,1(, D ,�, y��,�o✓i'N
SWEETSER ENGINEERING
235, GREAT WESTERN ROAD
508- P. O. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
SCALE
DATE UGU4T �UGD
g 2
JOB NO. 7 J 06"Q 0
REVISED��/ Z 2. I
LOCATION
MAP
REVISED
SHEET l OF