HomeMy WebLinkAbout106 Everge 13ffiXEDURB e ",�FZULE 40 PVC PIPE
TOP of fMOMTM 20 FT M;FROM Cei'AR Mft P _, PER F(. CLEAN SAND SOIL TEST
z LAYEROF DAA OF TEST ,
ET$Y w i)0/•' 10 FT. MINIMUM 10
Ft PP31 Y&N M A 1%9" TO t/2" T TEST DOW BY G
(A) 1 MU • "STONE SOLWITNESSED BY
PUMP SWITCHES DETAIL
OBSERVATION HOLE 1 aEv- a
r i rlewmCETL PERCOLATION RATE MINI./INCH AT J G INCHES
ANCHORF
r. .. •> ate.
4' CAST IiO►R PIPE
iIL
(OR EQUAL MRNBwLtAi
i PITTSI 1/, PER FT. AIM FIL'mMA 10
°
E'LEV,
j ! f FLAW L'Z ALARM ON
. - I DISTRIBU71 ay.-
-T
v, — 5
ON �. _
IINh n
e
3/19' DRIL '4a 6 = fi1GH I TORS
�.� zTt+Ln ON
TO BE WATER TESTED r ,,, ' TF04CH FORMATION
ELEV (TO BE PIAS ON FIRM BASE) ZeXNE
�= SOIL ABSOR'TION
(^ - --- -' - CI�CI( 3j#' TMO 7 1/? ;tip INDEX PUM#' OFF
01T( ) WASHED STOIC SYSTEM (SAS} ADJUST ,,..
I TO BE PLACED ON FILM BASE VALVE
L
G'(? GALLON MYERS MHV 4 OR'S �" e,a ea. '1c
DEPTH
HORIZI
TEXTURE
Mt?TT.
OTHER
5n,✓ n
!'
r*
8(OR EQUAL) VSGS PROBA LE WATER TAM EIEY .. i,i4 `.. ...:... .......: XP
WATER ENCOUNTERED AT E1 EY ••
SEPTIC TANK CHAMBER \-- OBSERVED WATETH TA�,� (,, / `/':) ELEV. _
CONCRETE 80fTXi Of TEST HOLE aEV. •. 2 LEGEND DESIGN CALCULATIONS
CALCULATIONS:
a" AT ALARM INLET o t PUMPCFLOW
SRD03TING SPOT ELEVATION OoxO HUMBLER OF BEDROOMS
SEWAGE: DISPOSAL SYSTEM PROFILE aEY AT PUMP ON —�—� RODE PER CYCLE ---- / EXIST" CORI"----ao—_-- GARBAGE DISPOSAL UNIT
CYCLE e5X�_+�v. GAL
_:. C, GAL/CYCLE P.48 /CU: FT. - l;> "'C CU FT /CYCLE �F E7�YATKm1 TOTAL ESTIMATED FLOW
1 N47 TO SCALE ELEV, A7 PUMP OFF - VOLUME WATER N F 3 i4 X 000894 X' F T - (110 GAL/BR./I)AY X _ BR) G AY
} BOTTOM OF tNSIOE PUMP CHAMBER -t, ` TO'TAL M88M UM VOLUME CYCLE IL -Z_ GU. FT. ` i CU. FT SOL TEST LOCATION � - REQUIRED SEPTIC TANK CAPACITY c W G • SIO
BOTMM OF OUTSIDE PUMP CHAMBER
DISCHARGE i I a' CU, FT 34.87 CU.FT. UTLJTY POLE -CT ACTUAL SIZE OF SEPTIC TANK
/ . - F .- FTI. (1000 G.S'F) / Z TM WATER —W CAPACITY OF SEPTIC TANK 71-`" `t k� � G
1
STORAGE OUIR:WY � _ PROVIDED
/7.48 GPI/CU,FT./3487 CU.FT.fF1. - FT.GIRL
CATCH BASIN((ivy,.�,.... Soy CLASSIFICATION I RHEQURtiD ?Rt9VIDED Go U GD GN PERCOLATION BATE < L.
CESSPOOL@C"EFFLUENT LOAMG RATE { G AY/S,F.
CLEANOUT
BUOYANCY CALCULATIONS: LEAq+c,A�tEA
y� sa,
t ALl ON SEPTIC TANK1 tl -'_ 1000 GALLON PUMP CHAMBER L�CHING CAPACITY, (AREA X RATE) � � GAL/DAY
WEIGHT a' WATER DISPLACED WEIGHT OF WATER DISPLACED
%r �4. LBSj.tj"x ;, r!. _ s /V 4tLm
RESERVE LEACHING CAPACITY " GAL jbAY
VOGHT OF TANK PER MANUFACTURER Z^ 7:, WEWT OF TANK PER MANUFACTURER Iu, '=
WEIGHT OF WATER SUMP F CONaTE �, SVIrNOTES:
EXCESS TO OFTAT FLOTATION_ WETGNCf OF , • LXiF TE u a ?. ? I. Atl WORKMANSHIP AND MATERIALS SHALL CONFORM TO DJ P:
G,SK I29' TITLE 5 AND THE TOWN OF lltlywr. "
EXCESS WEIGHT TO OFFSET FLOTATION 7/' 's REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO +
".g 1C ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND III" /' OF FINISHED GRADE
FOR A MIN WM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE 3 ALLCOMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE Of I
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15.755:(3). WITHSTANDING 4-10 LOADING UNLESS THEY ARE UNDER OR WHIM
15, EXISTING CESSPOOL 13 TO BE PUMPED AND BACCF'wT1.'' 10 FT. OF DIVES OR PARKING AREAS. H-20 L.OADMQ SHALL BE
18: SEPTIC TANK AND PUMP CHAMBER ARE TO BE WA" USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING AREAS..
(LPX) AT THE MANUFACTURER, 4. ANY MASONARY UNITS USED TO $FAG COVERS TO GRADE SHALLIgo
j
` Y?,nr -,Im �l,i�` i — &.� I TB3i1.8 IATION AADL AS TO COMPLIANCE WCTH E 3
—....: 1A; 1HII NE RESERVE AREA 4 tr?ti;i= T4 WA',LR :emsPAPAS�fN7I OI To
Dwo OR ZOI�HI bM!!R ' 6
,• `P': MAVE TO BE RELOCATED AGAIN AND BE SLEEVED INSIDE 450 PS OBTAMi SUCH WMIS IF1ATION�ROOM APPRO
RIATE AUTmmTY, S
P14 'PPE. tL UTILITIES SHOWN ARE APP TE ONLY, EXCAVATION CONMC`IOR
19. VARIAMM TO TIRE 5 AND YARMOUTH REGULATIONS: IS TO CALL 'DIG -SAFE;' AT 1-•x•344-72.33 AT LEAV 72 HOURS
A. Sat; SYSTEM ONLY 4' ABOVE ADJUSTED WATER TABLE.PRIOR TO COMMENCING MRIWt ON SITE
t 4 17, CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SL7E CONDITIONS PRIOR TO COMMENCING WORK ON S[TE, ANY VARIATION
r I IS 11)'K BROUGHT TO THE ATIE "ON OF ME ' DE" DW*
_���(.rc4:a,
s 1 IN FLOOD
9. LOTTIS PAR(SHOWN ON ASSE^�SORS MAP
10. PUMP RE AM ALARM ATO BE ON SEPARATE � y
f n 11. i3 TO BE BOTHVISU
i A IS TO BE IiSTALIED.
t:
? 9
1131 m AND ALARM,
CITRIC
m
APPRQ�fED
c u�� :i� a BOARD OF HEALTH
a
111 — — — — — � ✓� Y +TA6�/
t� t c za M IED /\ DATE AGENT
- - L " r , APR x 5 toot
PROPOSED SEPTIC DESIGN _ I
`S
HEALTH DEPT. ., `, .. �.� �- FOR
1
If,
PROJECT LOCATION t
_
a
r
,
tJ.i1Y.G.C,lil G
' aJ IId�.Crdi .G��
235 GI2PEA0 BpX 713 ROAD
-39 SOUTH DENNIS, MASS.
j 398-3622 02660
DATE td{�Q SCALE r 1
SED � h" "— �- JOB NO.
LOCATION MAP !REVISED
1SHEET OF
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Q 2WO ?