HomeMy WebLinkAboutSite PlanMinimum 17" (optional) Min€murn 17
Diameter Manhole. Diameter Manhole
i •
fes" !'''J'
PP }
it f3" m€r.-.. 5 m€n.4r- Inlet Outlet
1 rr Y 1€n. Outlet filter '1Inletg ' Cir 3 min. p
Iaiffe --- Device
Liquid De Mid -DepthL, Depth2/3 Required a - p Connection
Capacity
1/3 P,ec{utred Sewer Vent St %kCapacity
Length Not Greater Than 1000 -Gallon 5el7tic TankI ..,.,__....:... .._.,..__
4 Times Width or UDepth Invert In 445.25
Invert Out 445.E
Section
1000 Gal. 5ePtic Tank
Typical _
5 lJ.. D o34 R 3 WeA5TM3 f: . tit [
E x f,;' Wel l
3G LF Formcell LF3G2G Living filter to
Ic
CP
0.
m El vatlon 442.0Sottoe 621 3
iInvertffievatlonIna..o 445.0 \
0. C
1/
FILM FARC •--
OVERLAP STAKES AT ROLL
ENDS M PREVENT FUYF'- SAKE
10- &CC MAX)
EWAVATED TRENCH
ice IN FABNC r, BAMILL AME STAKES 2'-•U" MK
AND COWACT 10' TOWARD FLDW
1911/
FLOW
I 1J
1
SECTION
rl'N,FILTER FABRIC FENCE
NOT TO SCALE
1. Wff= &MRIER AFAR EA011 S7M MT AND DAILY MAING P'pWU*M RAWAUL
2. REIXIE SEDIMENT WRM` IT A0 . APPROWA7MY ONE-HALF TrE BARM HID.
Note; This is the same plan as
approved by the UnCa5 health
Department under the, previous
ownership.
ljving_ ._... _. _... .._............. 41RA1cI; 6.Ut 1) f' ..I110I t tti IBih ;.. s;,
at9ii•:$ i ,fcftl ,' € : f;'li'.n Ar"ris !Q) '{ +i
L V• tit A91
f4 lil
i
R)RAYI CELS
f'1:2A4';w€1 dsttnE.±flfar I:`.3:tiPi:n d ta
SZZ : t;h0€~'.:;.`:fiC. € :)1;`e;. Ed
A11JMktfS•+ i
C
o hed NoteS:
o
bedroom hOU5e with a crawl 5 ace below. ITE BNC 1MAK ? 1 . Th S sanitary de5gn 5 for a 5pace
Map5 and 5urve 5 and W tnes5ed b David Cou hlin of the Unca5ville Health D15trlct. ICK Nail Set in paving 2. Test .holes were d.ug by p / y g
WellElevation43G.2 ed 5 Stem 15 com rl5ed of POC MCEL.. LEvin filter, Wastewater Infiltration Units. 3 . The propoi y g
lineal feet of LIvIn filter L1 2 Set at a bottom elevation of 439.75 withThe5Sternwillbecom... rt5ed of 3 3 ' p
0 ori Lnal grade restored (443) after
@2 3 ' Q
Tit:; y propp5e in5tallation
i . CRV Nell ng ML55 for le Lge at 3711
Jn}
1 - Hydraulic Gradient
ow PF-- 1.5CatchBasinQ\ i}yI Crawl 5r e (nl
Location In flel5 verified 4f5/04 -- I . 4
PIS= 2 20X 1 5X 1 2 =3G L rov,dP
effect a the time of the, abli5 met of the lot which redate5 the currentSetbackdl5tance5. are those in t e est h n p
1 Ionzonrngregulat5..
r rve 5e )tic area. Tib CC = G. A um ma be re uired to utilize the eye
O .._ p
a .- A arag 7. Local ons nd cat n thea Arent -locations of thO 5e tic 5y5tem5 in the field were made on the lots to ther ;% p
J V
f -- - t North and to the East. F
itSt
f a e
e
Data March 1 5 2 004TestMoleDa4 Test Hole Data
37 w - TI1 AA Percolation Ke5ult5
t
01-4" To Soil Pr 5oak G0 Mlnute5o \ 1 0 --8 Toon l
a 8 5 b5a1 Tcta IDept h5 8 -3211subsoil
0.00 I GO Grey Compact, Stoney 5 d TIS e Depth 32 -75 Gree fine sandr -
t t Poo Area yit14KCfu5alatG0NoWater, No Mottlin 16:28 5g Led e at 75" No Water, No Mottlin
TIS BE3 10:35 10.511
E --.5-• 1
1011 480To5011101 O
E
0I -5t T p5o I5eticArea10"- I 5ubsoil 1055 1 G.5' t_ 11
A!5TM D 2GG5 5chedule 40 @ 1/4 per LF Min b55435uoIIWeII1111I -G0 GreyCompact Stone Sand 11.08 1 9.0 " 11pY43 -? Grey fine sandClean-out to Surface at thi5ofnt. p Ledge at GO" NoNo Water, No Mottling 1 ! : 18 20-75 Ledge at GO" No Water, No MottlingInvertelevation44G.05 :_ TH CC 1 1 28 2 2.2 5C TH #3
0'--;` Top5al 11:38 23.50 01-'G1' To 501
Y G11-2 1 11 5ub!50il G11-3411
Oa 11 -
3q 5ub5all
2 I -31 Led ge
9 1
34"-G7" Grey fine sand
Ledge at 21 51oping to 3 1 No Water, No Mottling 11LedgeatG7 No Water., No MottlingTI -I A Previously Dug TI -I #4
i•COil , o1-- I 0 Top oI I - Gil Top11
0 Sa I
10 - 1r (;If Sub5o L 8"-2911 51_1125011
I" -39J11 Grey Compact Stoney Sand 29"-49" Greyfine Sand
Led e at 39 No Water, No Mottlin ,19gLedeat49 No Water, No Mottlincj
11
Th1#5
TPA Determination of elevation of bottom of y5terri; Led e 4211
le5t Pit Depth to Ledge at TP 1 =75" TIMI#G
lroosed Contour Depth `to Led e at TP BB -- GO" p' g Led6je at 37 p
Elevation at TP B13 and TF !=443.0
Well ' t: Elevation of lea e 443.0--G0 (5 ft) = 338.0
CZ Elevation of bottom of 5 Stem X1.38 4
ivlonument To of 5 Stemp - ... .
To of formeel 0.33" Sand base, 30" 5tructure)+O'G7 cover -=445.5.... Top
b V'4 A MOD! Z 91gp1in
a =ego agra ,4,magar gra At oma
i fAi tll7Mi 1 #Bt EE RR' 9Ab
DI A1/N B1': D.A. K. DGfie. May 7, 2005 SHEET N LJ M %
fl': a; a n'
ri. 1' a, J r Plan of Pr o ed Dee entr0OEM
Graphic ScaleSh1Vl'tIND TO I' TMI SURV}' COCON, ; , 'RC1 ,
PLl '. ./ O LaST IN7/iLLY tTHEDE5TofMY15urveyin E3OZ5UM Pro ertn neerin 'careecr Fxct=P ,s r0 20 O 50 80
x
Y'i• his 7 rr r
23]Old Colchester Roadt .71
yh.=
Colchester
NO. DATE DE5CREPTION BY
vx,:a! Inch=20 feetaDavidA. Kang, ofe:s ,' n or Uncawlle, CTQuak(::>rHill CT OG375 Qt, A•4 - bis 6,,,.3 ..,. ..
NOT VALID WITHOUT r 4 51GNXFURE) REV15(ON5
DEC 2005
Ly
r
Wd89'99'19016113l-3Il'1 IOdW31-VZh8-ZPV-098-SIVO kdOS)AC131NI:dd