HomeMy WebLinkAbout2 Danbury Street - Septic Design4" SCHEDULE 40 PVC PIPE
SOIL TEST � � ��
MIN: PITCH 1/8" PER FT. CLEAN SAND '
20 FT. MINIMUM FROM CELLAR SPACE �— 1/8 ATOR1/2
DATE OF SOIL TEST _ !
BENCHMAfsK SOL TEST DONE SY ' r ,. • F; -
WASHED STONE VENT WITNESSED BY : Frm n' ., lL-
TOP OF `FOUNDATION"- 50 FT. INIMUM FROM SLAB'OR CRAWL E EY
9 ra.l OBSERVATION HOLE. 1',. ELEv.."�•�_ OBSERVATION HOLE 2 E�Ev.t__1_�'
jr. +r� 10 FT. MINIMUM 150 PSS MIINIMUM � QTY;) 1 + � 1 �I � 1
ELEV. tom: ; / - -- --
CONCRETE i 1 CU FT• OF PE ATIOIJ RATE MIN./INCH AT _ `r _ INCHES PERCOLATION` RATE < MIN./INCH AT INCHES'
/ RGOL < 2
COVERS CONCRETE`
-ANCHOR
' 7 C 11 '• ,,. / '
4" CAST IRON PIPE .. LUL o De s ELEV..
(OR EQUAL) MINIMUM V
PITCH 1/4 PER FT. I E y ,. r' 8 SUP ELEV. y 11�
FLOW LINE DISTRIBUTION E V: `
A ��
10" " 1,98 `f HIGH WITH SCONE IN AN ATORS .z r r"
—ELEV. —TMIN. 3/8.'DRILL
I,Q ZONE
c¢ u�r �x,crr.ib _T
GAS HOLE BOX 7j(. X 41 X !0�_ WELL,. !nlVl �.
TRENCH FORMATION
BAFFLE TO BE WATER TESTED
I ELEV,
ELEV. _ _
(TO BE PLACED ON FIRM BASE) SOIL ABSORF'IION NDEX
CHECK. 3/4" T0,1 1/2" ADJUST
WASHED STONE . SYSTEM AS
VALVE
DEPTH
HORIZ I
TEXTURE
COLOR
MOTT.
OTHER
7—PTHORIZ
+
?L �
U'YL'1 I
XT�f rc7 (Olt,
Irv'G9'1r'o
DEPTH
HORIZ I
TEXTURE
COLOR
MOTT. OTHER
Ll UID OUTLET
FEU 14 INCHES (TO BE PLACED OIJ FIRM BASE)_ MYERS MHV 4 OR 5 ry WATER ENCOUNTERED AT ___ ELEV.
USGS PROBABLE'WATER .TABLE ELEV ,O S' WATER ENCOUNTERED AT ! ELEV. 2' 2S
S FEET z4.INrJCHI1Es 2040 GALLON. PUMP (OR EQUAL) DESIGN .CALCULATIONS 3
6 FEET TlC TANK CHAMBER 6 CONCRETE OBSERVED_WATER TABLE (•+o /� / OLE ELEV . Z'Z - fC+ Bi LEGEND:
T FEET . 29 INCHES
SEP BOTTOM ,OF ST HOLE ELEV NUMBER OF, BEDROOMS
8 FEET 34 INCHES / Oa�7� .' ; EXISTING SPOT ELEVATION. 00„0. GARBAGE DISPOSAL UNIT �-
1? CO CRETE �f{_2GJ 4.97 PUMP„ CHAMBER CALCULATIONS.,, TOTAL ESTIMATED FLOW .
Z:aj EL V. AT INVERT INLET ^ EXISTING CONTOUR 00---- ?OGAL./DAY
7r G :.; Ba S " E AL
ELEV. AT. ALARM ON REQUIRED FLOW .PER CY I� ,25'X3 GAL:/CY,CLE. FINAL SPOT; ELEVATION- (110 //BBRfi.fDAY %
�� �- [�--- r REQUIRED: SEPTIC TANK CAPACITY _L,�2 G
ELEV. AT PUMP ON VOLUME PER -CYCLE Pt* rGAL/CYCLE;'/y,46 GA' CU FT �- 1T CV FT,/CYCLE FINAL CONTOUR y ACTUAL SIZE: .OF.SEPTIC.TANK !tel GAL.
DISPOSAL SYSTEM PROFILE T PUMP OFF ° x FT -• cu:FT solL TEST LocnnoN ®;
SEWAGE DI ELEV. A VOLUME 0. 0 Xi.o UTILITY: POLE : `O- CAPACITY OF SEPTIC TANK _GAL.
,3 CU FT ' . ,
NOT TO SCALE BOTTOM OF INSIDE PUMP CHAMBER y TOTAL MINIM M LU �, J, ' ; r T WATCR W ;•�W " SOIL CLASSIFICATION
lJ �Q 1
BOTTOM OF OUTSIDE PUMP CHAMBER �--- 1f y r CU SAL �IDAYu.FT.4 CAL:/C �� {CU FT /FTt rlZ�' FT. CATCH. BASIN fIM j DESIGN PERCOLATION RATE T MIN./IN. DISCHARGE
CAPACITY OF SEPTIC SANK STORAGE GAPAaTY ( / r .GAL./DAY/S.F.aFT.
�� �q GAS UNE G EFFLUENT LOADING RATE,
5X1DX(5.33- 1 00 jX7,48 ►6 9 GALLONS ., REQUIRED PROVIDED CESSPOOL C.P:' LEACHING AREA Z S
CLEANOUT'0 LEACHING CAPACITY (AREA X ATE) O'q GAL./DAY
BUOYANCY,.CALCULATIONS: /
Iko GALLON SEPTIC ;TANK �� Zo� I`" 1000 GALLON PUMP .CHAMBER (K �o� RESERVE LEACHING CAPACITY �aA GAL./DAY
WEIGHT OF WATER DISPLACED 0 6� d WEG LBS
I HT. WATER DISPLACED
6,K It �naK 1 Les S.�Sx.9n6X 6f� R �rY
EE 4- NOTES::
WEIGHT OF"TAN�C PER MANU ACTURERZ�p O , �$ hs WEIGHT:OF TANK'PER'M xvriXog.,wT B7; r.r3 1: ALL WORKMANSHIP: MATE I LS:SHALL-CONFORM TO D.E.P.
WEIGHT OF I2'rC° TP`� "; 7:. Z$� :.,WE1GHT:OF W�>"� �H�Yvtxo S'�` yf7 c6S TITLE 5.AND:THE TOWN OF QL�IJSJ[t? I RULES AND
- s><,ox foX i7s G
e: Wf/b r< L Caeee.d SY0
�6S EXCE55 WEIGHT -10 OFFSET OTATION, r REGULA?'ONS FOR THE SUBSUR ACE DISPOSAL` OF SEWAGE. .
EXCESS WEIGHT TO pFFSEj FLOTATION 8 68 lidlKy� :rye 1 187dr 2v37� 6GG GBf. 2. ALL COVERS: TO SANITARY, UNITS ,SHALL' BE BROUGHT T0'
I �L r �ZSOc` Ot6,7SD' a': WITHIN -67 -OF FINISHED GRADE.,
11 3� g �i(D 1:7 `'� "l !.f�i (, r Dt !t'. C•_K ir'_= L} (&'' ("Cllr IZ.s T : 3.' ALL COMPONENTS OF.1HE SANITARY SYSTEM ISHALL BE CAPABLE OF
I1� WITHSTANDING H-10 LOADING:UNLESS THEY ARE UNDER OR -THIN
10 FT.' OF: DRIVES OR PARKING AREAS -H-20 !,LOADING SI-IALL BE
USED UNDER OR WITHIN -1.O.FT. OF DRIVES OR PARKING AREAS.
4, ANY MASONARY UNITS USED. TO -BRING. COVERS. TO. GRADE, SHALL
BE MORTARED IN ,PLACE.
.•5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
\ `,DEEDED OR ZONIN4 REGULATIONS. OEh / APPUCANT\\,IS TO
AIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
_ �• t. `_, �� r, -F ,_ & UTILITIES SHOWN 'ARE APPROXIMATE,ONLY; EXCAVATION CONTRACTOR
---- _ `Y I' � +�- `- `'� `IS TO CALL"DIG=SAFE'-."ATI-888-344-723..ATT.EAST
-72'RUURS
;7. _.
l} -� J 7. CONTRACTORMSET VERIFOYRGRADES AND ELE,VAnON5 AS WELL AS
Ij y;7`j f;L\,Jb:'-.-1, .ca . SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
-
-
I r T GN N
-ca:[ y `•� t `\� �J.'r1 :lel' i �l !'0 L.•�/nfcr 1 f +' IS E BE BROUGHT TO THE ATTENTION OF T
HE DESIGN ENC EER
IMMEDIATELY.. .
F- ..;...' 1'}J t & i +S FRD/11 $oIT f S 1) S %O /7D 1 o F /. B 8. PARCEL IS IN FL000 � ZONE �rl � �Y 1, . 9. LOT IS SHOWN ON ASSESSORS MAP :AS PARCEL
Sly rn' '
(AI �� TL 1A14 ' t - 1D. PUMP AND ALARM. TO BE ON SEPERAT'T CIRCUITS.
1 ry 11. ALARM IS TO.BE.BOTH'AUDIO;ANO-VISUAL:T
12. A ZABEL A1600 FILTER`IS TO BE INSTALLED.
i 9.":� G tori G 13. AN ELE 7RIC P RSyT:'g•RE T
�. 1," } 1% `� 1 (•j �7\ �U+'�14. ALL UNSUITABLE MATERIAL SHALL B REMOVED FROM. UNDER AND
FOR A MINIMUM OF 5' AROW D SOIL ABSORPTION SYSTEM AND BE
b
REPLACED WITH MATERIAL AS SPECIFIED 1N 310 CMR 15.255:0):
J \I
15. SEPTIC TANK AND PUMP CHAMBER ARE TO.BE WATERPROOFED AT.
rr� I T\1y0F�
R
THE MANUFACTURE
��NOFMggs9
TAN ULTcN
DA,GN APPROVED". BOARD OF HEALTH
No.1095�
REVISED
i