HomeMy WebLinkAboutPROPOSED NEW DECK 20 FT.MINIMUM FROM CELLAR OR CRAWL SPACE SOIL TEST.
TOP OF ON DATE OF Sd4 TEST DEj E@
ZLZy, 100A0 10 FT.MINIMUM 0 FT.MINIMUM FROM SLAB CLEAN SANDSOILTEST WITNESSED°B 1E BY 5WEET5'ji Pr @EBAL7 E EO
USSAIMED) \43 CONCCp' 4 INSPECTION PORT - •
I COVERS 4'SCHEDULE 40 PVC PIPE LOAA AND SEED-or OBSERVATION HOLE El. - '90.6
MIN.PITON 1/B'PER FT. 2'LATER/2
1/8"TO STONE
PERCOLATION RATE_S_L'MIN./INCN AT 51 ..CINCHES,
WASHED STONE DEPTH HOME TEXTURE • COLOR MOTT. OTHER
e I • .10 MAX OR WASHED
nosRS ONE VENT 3.00 1'CAST IRON PIPE 1 elEwA1—L 6 yAN •
' .BS MIX NOT REWIRED D-7- A/E LOAMY SAND, • 10YR6/1 NO ROOTS
(OR EQUAL)MINIMUM 1 J 1 FL��y 1 7 23" B. LOAMY SAND 10YR6/4 R_OOTS,_ir __
PITCH 1/4 PER FT. / //J /// ILYELER4. - - -_____
'E 2}1}Y C MEDIUM SAND 2.577/1
FLOW UNE -.ps .•' M 10 m NO WATER ENCOUNTERED AT 132' ELEV. b7.6
�ELEV..ALM- P - 4I
`rooTV. - CELEv: LL '' ''; iir, ., _ M." DESIGN-CALCULATIONSELEV _M1S- FLE .FLEW.._p'Ai II_ b P FLEA.._�� ' '•.,: NUMBER OP BEDROOMS
DISTRIBUTION J/ GARBAGE DISPOSAL UNIT i3
E�Ev NIGH CAPACITY STONE INFILTRATORS WITH - TOTAL ESTIMATED FLOW
QUID TILT BOX _BSBD_ IN AN (110 0 /DAY%�L XR.) _330_GAL/DAY
Cp[J[r �714 14, S (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED . i 7.17 REQUIRED SEPTIC TANK CAPACITY _�OQ GAL
r 5F•EET 19 INCHES 6 MORE THAN tlNE WTICT '11'X 5r X 10' TRENCH FORNATIDN ACTMAL SIZE OF 4EPTIC TANK GAL
6 FEET 24 INCHES 1500 GALLON WELL M/A SOIL CLASSIFICATION �_
1
e FFEET i°I INCHE€ SEPTIC TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION • ZONE DESIGN PERCOLATION RATE MIN./IN.
I/ 3/4"TO 1 1/2'CLEAN SYSTEM (SAS) INDEX_ LEACHING AREA
RATE SO NAY/SF..
DONE OF FARES kSTONE ADJUSTS
SILT11X3B)+(47X2X10/12)
USGS PROBABLE WATER TABLE IELEV.-�_ LEACHING CAPACITY(AREA X RATE) JSL00 CAL/DAY
SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED.WATER TABLE( / / rat".- 474.33 X 0,74
NII I SF All BOTTOM K TEST VOL ELEY.. ef.e_ RESERVE LEACHING CAPACITY 1(0(1L GAL./DAY
NOTES:
1.AU.WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TILE 5 AND THE TOWN'S RULES AND REGULATIONS FOR
THE SUBSURFACE DISPOSAL.OF SEWAGE.
2.ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
U.: .WITHIN 0•OF FINISHED GRADE.
AAY ` 32 _ 3•ALL COMPONENTS OF THE SANITARY MTEM SHALL BE CAPABLE OF - -
lilt 'WITHSTANDING N-10 LOADING UNLESS THEY'ARE UNDER OR W"THIN • •
10 FT,OF DRIVES OR PARKING AREAS.H-20 LOADING.SHALL BE
9b 9b.4 USED UNDER OR WITHIN 10 FT.OF DRIVES OR PARKING AREAS.
1006 4,y,- q 1 _ ( _ 4 ANY MASONARY DRIVES
UNITS USED TO BRING COVERS TO GRADE SHALL
LOT• !70 `( '�� ✓ S NO DETERMINATION TION N IN �3 BEEN MADE AS TO COMPLIANCE MTh
'11,311.0 t Sf. / _ Q. DEEDED OR ZONING REGULATIONS.mow
OWNER/APPLICANT IS TO '
` 20�� ,OBTAIN SUCH DETERMINATION MATE APPRONLY,EXCAVTEATION
TION C AUTHORITY.
•
• MAY 1 ()DUTIES SHOWN ARE APPROXIMATE ONLY,EXCAVATION CONTRACTOR
IS TO.CALL'DIG-SAFE AT 1-BBb-3N=7233 Ay LEAST 72 HOURS •
PRIOR TO COMMENCING.WOI1K ON'SITE
• 7.CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS'
�i1 /// y'�7� • SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE.ANY VARIATION.
TOO ,7 O/+ // \ It \\ n IS TO BE BROUGHT TO 11C ATTENTION OF.THE DESIGN ENGINEER
IMMEDIATELY.
I / I j ' i.• :'sTIR. K--• v _ � _... _ ._ _- 9 PARCEL IS IN T 5 SHOWN 0W ASSZONE
S0RS N P DQ A6 PARCEL -_901.
....._,� �'� J` _— {Lpp A' .T.b'P':M T w.r,CT 'J.AL7:C NI t4
\ ` •A)� ( �' II,'VA INNCES TO TITLE S A,ANY POLLUTED SOILS ND YARRNWTH REGULATIONS, -
/„ v - ., •99 ''.I Pa R �. •A.5EPT1C TANK LESS THAN 10'FROM FOUNDATION(VAR.GF 0.21.
/ H A B.•SQL ABSORPTION SYSTEM LESS THAN 20'FROM.FOUNDATION(VAR.OF 9.31.'
• 99.3 • Y/ 'A••:, C.NO RESERVE AREA. _'
96.E A ]7�F 'Y
/////_Jl Pr+nil.slid br BRPAIR LIF SEPTIC RYNT:M �(/
'�t W.2 / //�� l (1NLY,d.e la\t•If.nJ 1..[al wP1n F.ru,rcK
99.9 //y .� 97.a Hw Inr Ia.Fw
101.1 Board or Health .nJamm.r. r
•
LOT 177 • / .,r 1. JdH nyren...N..o.BmIM...IA
11,876.1 t S / I�/ / sewage L I m.n.nrnreW..x„RI. •f.•�/j.
/ �., _.A ..; �\ 9]6 Yarmouth IIor.. IAe/06IBJBI 1/
� �s '99.5
-150GALL0N /�� / u�s73 f e� APPROVED: BOARD OF HEALTH
SEPTIC TANK . 97' N me CNN/T `
.100.4 .0. 4?)
•
'B• �90.4 DATE AGENT
\ 'Q..a. . PROPOSED SEPTIC DESIGN
..A;-,�: -ox I.TA F0�Rj������•
�1
'9.3 TEST 00 -'•� F a . , Jm'" 1HOMAS KELLEHER
r Qo. 25 TAM-O-SHANTER �"AY
°� REOONAL1 SOUTH YARMOUTH, MASS.
3 pw
DP �� Bkr:CriSER EIIGIIVD/G
ET 0e_\n, 203E..0. 130x T713 ADc)a) -`C Y v I 385-6900 SOUTH DENNIS, MASS. 02660
LEGEND:
EXISTING 9.0T ELEVATION 00.0 I
/
A.A
EXSONS CONTOUR-_-00---_ `,� ' TCf DATENOW. I'e 201.3 I SCALE 1 n = .�LO'
FINAL SPOT ELEVATION Camu 1� _ _ I
FINAL CONTOUR IR (DIIIAIICN
SOIL TEST LOCATION S REV. 'I0B NO' 7318-00
UTILITY POLE 4 WWW11I� pI
TOWN WATER_W�A PMY 0 0 t01�
CATCH BASH ANY
•
GAS USE `-' _
CLEAN OUT
Heun(DEPT. LOCATION .MAP I REV. 1 SHEET 1 OF 1
CESSPOOL C.P.Q
. • a1SB1PROJI7AE-001dr917.11C-SASARC 02013 SWEETSER ENGINEERING