HomeMy WebLinkAboutSewage Disposal System Design Decision 2193PERC TEST APPLICATION NO.
DCIFA TE REVISIONS:
TEST PIT DATA TESTEST BYBY:- R 3�14�8� PERC. TEST DATA SEPTIC TANK DETAIL: SIZE- 4 -Soo DIST. BOX DETAIL LEACH/NG FACILITY DETAIL NO DATE
�IC>-tN1Ew1CL
TP 'DEP 14 WITNESSED BY- - S RA5bk DATE OF TEST/NG: -t44/85 'TANK TO CONFORM TO TITLE 5 REOU/REMENTS. TO CONFORM TO 7/TLE 5 R£OU/REMENTS
eL�v Uf-VT NO. OF OUTLETS J 9
O.o TF -1 v , �'P -2 ELEv TEST BYE R. MICHUtF.w1GZ —
o. 01.0WITNESSED BY. 5- RAgK N.„ r, �:� /may; --- - —
�i R£MOVEABLE COVER
TOP I t •rv'P O 1 L 2' �`�M HOC \ B WGHT ro —
.e o FINISH GRADE.. n
e;....e:.: _ 2"PEASTON£� LOAMBFILL /2°M/N.
3 CLEAR 3 CLEAR —�— �r _L
DEPTH OF TEST. l2 ` 6 M/N. 3"M/N. 6 MIN T-lj OUTLET PIPES .
RATE= 2 MIN INC.H �— =- !i AS R£OU/R I —
INLET
INLET T££ . /D•M/N —OUTLET TEE I .-�(� `1 (� I D/ST. T.
, -
I
NIMUM OUTL ET TEE DEPTH , \7bf
/ \ I I 4'C./. 4600- GAL. BOX i I —
�' TEES TO BINLEr DEDCAST T L IOU/D/ DEPTH 14 'Ar L/OUIO DEPTH OF 4' d' 6� SEPTIC TANK S ` ' N*
/ uj I - PRECAST OR BLOCK 'MIN' , r
IRON, SCHED.40
/9 • •• •� 5' CONCRETE I++ I • • SEEPAGE PI DEPTH OF TEST a I. I
P. VC. OR CAST /N �� 24 , 6 , • ,. CONSTRUCT/LY✓/0RATE ,. , : PLACE CONCRETE 291 71 •. -5A D to CONCRETE 94'8 BOEVEL STABLEBASE M/N. V
— — CONSTRUCT/ON a I • • I -
i i (WATERT/GHTJ •I,
r ,.. • , . . ,- r -e; INLET TEE PROVIDED WHERE SLOPE FOUNDATION
BO TTOM•OF TANK•ON LEVEL STABLE BASE TANK TO BEAGLE TOWNDER ND IN A PUMPED SYSTEMOF INLIET PIPE S 008. OR , r•. •�•.' i -
H -/O LOAD/NG UNLESS UNDER 20 MIN. I \\ / � I
PAVEMENT OR IN DRIVE. H-20 -�'i / /`2', WASHED STONE I
I Z, 8J .O P L OA D I NG UNDER PAVEMENT OR I
DR/VE.
h
o Az1~ 13.0 38.0 I —
?1—
NOTES: PLAN VIEW INVERT ELEVATIONS.
/ THIS PLAN /S FOR THE DESIGN AND CONSTRUCT/ON OF THE SEWAGE
DISPOSAL FAC/LITYONLY. SCALE /
2. AL L CONSTRUCT/ON METHODS AND MATER/ALS SHALL CONFORM TO —�U /NV. AT BUILDING 91 55 t�
BOARD OF
INV. AT SEP 7'1c TANK (IN) 3-1 t -q "
ASS. D.E.O. TITLE 5 AND THE YARMoyTt-1 " /NV. A7-SEPT/C TANK(IXJT) _ 9'! .0$
HEALTH REGULATIONS-
3. /N FRONT OF HOUSE FINISH GRADE TO SLOPE AWAY AT
LEAST 3/4 " FOR 15'
.
4. DRIVEWAY TO PITCH TOWARDS STREET FDR THE FIRST -!K
/NV. AT DIST. BOX(IN/ 9 6 S4 1p
�_'/NV. ATD/ST.BOX(OUT) 96•Co7
/0' FROM BU/LD/NG .3/16 ��
AT LEACHINGFACILITY.- 95, G -I
6. ALL B
S�P_U��U AL-' NALL L !' 2U LnA,1 IuC ti.r.lq AT BOTTOM OFF/T•• ()Z,00 BOSTON, MASS. WORCESTER, MASS.
ALL ��!nLL 'BE. scHF-��vuL� 4p '
HALIFAX, MASS. NORWELL, MASS.
BEDFORD, MASS. LEXINGTON,_ MASS.
HYANNIS, MASS. MANSFIELD, MASS.
CRANSTON, R.I. DERRY, N.H.
���� FLAK\
DES/GN DATA --
DESIGN FLOW-
_?.11 'C��x110si4QD�(iF, a ��4QGPp �
REOUIRED SEPTIC TANK-
T.G4o k 150% = 39G0 GAL. -
SEPT(C TANK PROVIDED = 4500 GAL. CAPE ACCO! D SURVEY
REOUIRED SIZE LEACHING FACILITY: CONSULTANTS
3261 Main Street Route 6A
pv
SIZE OF LEACH/NG FAC/LITYPROVIDED:
TYPE OF SYSTEM:
q' ST olkj
SIDLWAL�.�-:�61_�F X2. ._=ar03 GP'D
E=- -T -O -M_ _:15 SF�_�� 1 546Pfl
—SC)TA- 1-S__- _31 S 5f:
= l G P D
x-r'..S-
'!0aA.LS1575 SF 277 5 GV D
LOCUS PLAN
DA TUM
Barnstable Village. Massachusetts 02630
Number: (617);362-8133
DIVISION OF
BOSTON SURVEY CONSULTANTS INC.
,ENGINEERING • SURVEYING • PLANNING
TITLE:
SEWAGE DISPOSAL SYSTEM
DESIGN
ONT
L oT OQ KF -LLE- Rv
FOR:
SCALE: AS SHOWN
METERS
FEET 0 -
DATE: tAoNF,C" 14V, B 5
COMP./DESIGN:p�i
CHECK:
DRAWN: ppf`I�
FIELD:
FILE NO:
DWG. NO: 'c? o . -^ JOB NO; 141-7 -DCO
SHEET: a, OF: 3,