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F1N. GRAD
C.L. 49 DIA PERFORATED PVC PIPEBLDG. PAPER OR
FILTER FABR HOLES FACING DOWN DESIGN CRITERIA 546022'1411I
lW
FIN. GRADENEW 3 BEDROOM HOUSE111. 36'
D-oox INV EL 98.00 op
4' M I N. LOAM DESIGN PERCOLATION RANGE 1-5 MIN/INCH i ,0°®ti
CONTROLLED FILL f 5 32`°' 3USE1000GALLONSEPTICTANK
FLOW LINE (INV)' LoREQUIREDMINIMUMLEACHINGAREA = 375 SF !
ppa
Lo
o a i9 CRUSHED STONE
A E WASKEU USE 2-62 LF LEACHING TRENCHES PLACED AS SHOWN
BOTTOM OF TRENCH PROVIDED LEACHING AREA = 2 X (62LF X 3SF/LF) + (12LF x 3SF/Lr) 408 SF
3
B. T. ELEV 97.00/ 3
MOTTLING LINE OR `' '
Z co HIGH WATER TABLE I CD
Lo m. —ram
fid /
co SECT I O A—A N " AREA = 14. i ACRES `\ v I v c6
LEDGE / STONE NOT TO SCALE
T Y P. TH E N C CHOSS SECT I O Iv /
C:)
M / I iSUGGESTEDF. F. ELEV 104.00 ' — I
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WETLAND BOUNDRY co, /
INITIAL SECTION OF PIPE FROM D -BOX
TO THE LATERALS IN THE LEACHING TRENCH
ARE LEVEL AND ARE NOT PERFORATED.
I SHED GRADE. ( SEE F I NAL CONTOURS) AT FDN WALL APPROX 50 FT
INV i 00. 00' --' HOLE i O0 RESERVEDNSP. OPEN (OPTIONAL) _ RVED SEPTIC AREA
11 APPROX 10' \ `' N 37° 33" 1011 W / TH# 1------ —_
w"N
62 / TH#34SOLIDC. I. r L _ I 558. 24' / < PIPE ---- V _ _
11 m ,j 4" SOLID PVC PIPE APPROX ELEV 96. 67'
1 / 4 PER FOOT MIN.)
i
Zb ------ KEY MA Pi /8" PER FOOT M 1 N) 4" :P:ERFORATED PVC PIPE ----- 1 0 - \ - -- -- --- SCALE i" = 200' 97I
r
cr -
i I 0I3/4 TO i-1/2 CLEAN STONE DOUBLE MASHEDINV98. 50 _ -7
I
e
l.iJ I NV 98. 17FDN. FOOTING INV , -
i , BOT. Or TREivCH - 11 D11 A1 6
r - I 4
r — CLC 97, 0 r
l i0
OUTLETS- - - f
F-
1cl
rte
b ..BED I LEACHI aMATERIALFC ) G TREK - , E IAL GRAVEL C H E F 1 1f
EFFECTIVEV - E AR E A - 400 S0. r T . ----- —------- -_ ,-; , _ ; SILT FENCE OR HAYBALCS - —---
1r l I
BENCHMARK Ind
PHOFAH SPIKE I
ASSUMED E
N OAK
r Li_ SECT ON ELEV. 1 0 GAL (MIN.) O z 100NOTToSCALE SEPTIC TANK
3
4sI
I I — '
DIA C. I. PIPENOTES .
PROPE;R`I'' INi''URl lr1l' ION UAS -['AK[';N FROM A PLAN ENT [ : L}';li
f -
4J F'I NAL SU[3I;1 \, i Sit N PLAN , MADE E'OR t+;0[, I 1 \
OXOBOX0 VIE , '
OLp k'iaLCI1F`STF;R ROAD , MON`I'VILLE, CONN . } A. DZIENG,_t ,[., 4
CALF: 1" _ 'I I't . , CHAN1-[•E-;k, f ;A[_MF;R K-F'\G, Nt-,t..1 -
K
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CONN. MAY
3
GENERAL NOTES: s
LEGENDS ABBREVIATIONS !. ELEVATION'S BASED O,ASSUMED DATUM. DEEP TEST HOLE AND PERCOLATION DATA
1OBSERVATIONDATE: DECEMBER 27, 1988 ,
PLAN. WITNESSED BY: CONNIE, UNCAS HEALTH DISTRICT '_' y apM98.50'- SPOT GRADE ELEVATION 2. FOR EXACT HOUSE DIY NSIONS, SEE BUILDING PLAN. aE3EXISTINGCONTOUR
26x50W---- WATER LINE 3. SITE PREPARATION P(IXEDURE AND INSTALLATION OF THE TH #1 O9 - 7" TOPSOIL
D---- CURTIN DRAIN SEWAGE DISPOSAL SY-F'EM:
711 - 28" BROWN SANDY SUBSOIL
BSMT BASEMENT 289 - 429 ORANGE BROWN MEDIUM SAND,
B. T. BOTTOM OF TRENCH A. STH IPrALL TOPK L, VEGETATION AND ORGANIC MATERIAL COMPACTED WITH SMALL STONES
429 - 909 GRAY SAND ( gC. I . PIPE CAST IRON PIPE I N A 3cA TO RECD FVr_ r i LL.
NO GROUND WATER NO LEDGE M ' D -BOX DISTRIBUTION BOX MOTTLING AT 23
IEL. ELEV, ELEVATION B. SCARIFY SUBSOIL' *ERE COMPACTED OR IF HEAVY RAIN jTH # 2 09 - 109 TOPSOILFT/FT FEET PER FOOT FALLS DURING TI-° TIME OF SUBSOIL EXPOSURE.
F. F. FINISHED FLOOR l09 - 309 SANDY BROWN, LOTS OF STONES
F. L. FLOW LINE (PIPE INVERT) C. ANY UNSUITABLEk4ATERIAL ENCOUNTERED BELOW TOPSOIL TO
309 _ 4?9 ORANGE BROWN MEDIUM,SAND fL. FT. LINEAR FEET 8E REMOVED. Anr
4711 8 9 VERY FINE GRAY SANDATOBEINSPECTEDANDAPPROVEDBYDESIGN J-=<' NEW WE LMIN. MINIMUM ENGINEER OR TOW i SANITARIAN PRIOR TO PLACEMENT OF FILL. NO GROUND WATER, NO LEDGE, MOTTLING AT 239
rs; 1P-1 PERCOLATION TEST LOCATION NO. i {° TN # 3 O9 - 911 TOPSOIL - BUILDING SET BACK LINE
u _
PVC POLYVINYL CHLORIDE D. PLACE CLEAN BAhi-RUN SAND OR GRAVEL FILL MATERIAL IN 9 1 9 BROWN SANDY SUBSOIL — --- — — -- — — __ — - -- — — -- — - — -- — -- — — — — ---=— — -- — ----- — -- — '> SF SQUARE FEET THE AREA OF THE NEW LEACHING TRENCHES. THE FILL
f y j169 - 459 ORANGE BROWN MEDIUM SANDTHiTESTHOLEN0, i AND SO ON MATERIAL SHALL E SILT AND BOULDER FREE (NO MORE THAN 459 - 8Q" GRAY SANDTYP. TYPICAL 2% FINES SHALL PASS A #200 SIEVE). THE PERCOLATION NO GROUND WATER, RATE OF THE F I I_L MATERIAL, WHEN IN PLACE, SHALL BE NO LEDGE, MOTTLING AT 32
APPROX 5 M I NUIwS PER INCH. TH #4 09 - 10° TOPSOIL I
E. FILL SHALL BE PACED AND COMPACTED IN 8 TO 12 1NCH
i09 - 230 ORANGE BROWN FINE SANDY SUBSOIL239 - 4 9 YELLOW BROWN SAND r, \ LAYERS TO 90% CR GREATER COMPACTION. TRUCKS SHALL u Co -
J
IPNOTBEDRIVN746 - 87 VERY FINE SANDE0 _R THE SYSTEM AREA UNTIL AN INITIAL NO GROU D WATER, NO LEDGE, MOTTLING AT 30" ; 12 INCH LIFT I S I N PLACE.
r SITE PLAN FOR SEPTICF. LEACHING Y5 STEM i0 BE INSTALLED TO PLAN ELEVATIONS PERCOLATION RATE 1.25 MIN/INCH SYSTEM D E S I G NSHOWNANDINACCORDANCEWITHTHESTATEOFCONNECTICUT
FOR PROPERTY OFPUBLICHEALTHCOE.
G. COVER SYSTEM W11 Td TOPSOIL, 4 INCH MSI N I MUM (LOAM), DANIEL M C A R T H / GRADE TO PHEVEN:POND ING, AND SEED WITH GRASS TO PROPERTY LINE
r STABILIZE. THE INAL GRADE 15 FEET FROM THE LEACHING jP — — O F F O L D COLCHESTER ROADTRENCHESSHALLBATLEASTTHESAMEELEVATIONASTOP
OF THE LEACHING IRENCHES. SITE PLAN i` of C°'R $°°,f OAKDALE CONNECTICUT
ISCALEi =20 V
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1AV
1 'f4. NO WELLS OR SEPTIC S'!5TEM5 LOCATED WITHIN 75 FT FROM THE PROPOSED * SATE : I-30-89 SCALE: AS NOTED 1WELLANDSEPTICSYS:M
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