HomeMy WebLinkAboutSite PlanEL RICAL
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ROPROSED WELL1250galconcrete
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NOTE
1. FILTER FABRIC SHALLBE MIRA 90 FciO:IE'.
EXXONG1 .IE0, AMOCO 1380, ORAF'PRO` -DErJJAL
LOT # 44 / 3-W
Area 1,119,518: sf
26.29: ac
06
pt
a
h LOT BOUNDARIES
Scale 1"'= 250'
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ND RE'ERE NCES.
1. REFERENCES FOR THIS PLAN ARE SUBDIVISION PLAN PREPARED FOR
OXIBY FARM, LLC Forsyth Road, Old Colchester Road & Oxoboxo Dam Road
Montville, CT. DATED 05/0112000 APPROVED OCTOBER 2000 Scale 1"=100'
Prepared by Chander Palmer & King Architechure, Engineering, Surveying
110 BroadwayNorMch, CT
2. Reference Warranty DEED VOLUME 461 PAGE 967 Jack Aquilina and Lori Aquilina
Map 36 Lot 44/010 TOWN OF MONTVILLE LAND RECORDS.
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Z J. THIo PARCEL IS LOCAL t IN THE WRP-1G0 Z(JNE.
SILT FENCE
6. UNDERGROUND UTILITIES SHALL CONFIRM TO UTILITY COMPANYiOF3-0 L , / INSTALLATION STANDARDS AND TOWN OF MONTVILLE INSTALLATION
r 25.0 STANDARDS.
8`0 WVIER
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SEL FILTER DETAIL \ _
OW M SCALE) S
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4'' I ®s„fiwRl 9aem9 '.,... s ® ! 10010110
CE IR 110IMMIMIM MMMM= 93=0=1411= 1 t. /. - 10 , ====® ;.I Q®®ice4" r1r11NIIR 1Utvi --j ; ®ct®®® ,.: 1r +:. -= __ t :, . ,.,.-:..; GIRAPHIC SCALE1 =11=101105a
30 -1s' 30 to 120 i \ 1 o RIP RAP
ZFILTER i
FABRICr ;
I I NINFEET } i END -SECTIO
CENTER SECTION1' inch - o ft. R E CAST C N CR E r
GALLEY QETAlrwWALL":, _ - .,
l ENTRANCECECONSTRUCTION
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SC 0ALE• NOT T SCALE
EBI.O4M4h1_001 DEBIL
101_0' TEST HOLE DATA DESIGN D
r-------------------- --- ------ - A. 4`Bedroom Design: Proposed septic system consists of
c!it('J{ZJIIi! ? J. ,.AJ I Test holes witnessed by UNCAS Health District 2 rows of (13) 48"X 48" concrete leaching galleries with 1'foot of
05/04/2000 Observed Perc Rate 2,0 minfinch 3/4" stone beneath galleries under and 1 foot around sides and ends.
B. Design perc rate: 20 MPI = 900 S.F. required leach area.
TH # F11A 2 ROWS with a total of (26) 48"X48" Concrete Galleries
04" Topsoil {(52LF + 52LF) X 8.9 SF/LF} = 925.6 SF providedt
FIN Q_ ; ---' -' ; 3"-25" Subsoil C. Tank Size: 1250 Gallons (5'x10'±)
t r at t` E 465'..80 I I. nw n , FF Et_ev 475ao ! , 25 89 Grey fine-med sand w/ silt D. Finish Grade Over System: 465.5 (min)
BF ELEV. = 46S<>3 3' F' I' : '.f`i t!i' E 1.4,J„S'HC IL%
A E ,' t,., GRADE n0 ledge, water @ $4", no mottles E. Water Supply: Individual Well1jFra`%tr;r ,.4t1,"riQ t1f.,= --- ----------- _--1111-- -- tl li t
AT ArDE1 PR("'--`-'F. M.L.S.S = (not restrictive layer at 92 (test hole D))
FINISH TH # F11 B G. Septic Tank to have a Minimum 25' se aration from house foundationGRADE465.5f 7 P P
0-5" Topsoil or footing drains (as designed 40LF±). I' EXISTING PYOURERAWC4VES 18" t,.,. :; REQUFEOIfCOVERIS " Q" s. jx,, .,sC ;t--zoa GPADE 463.0: DEPTHIS10.ORGREAMR 5"-28" Subsoil H. The closest wells abutting this property,(1)1.20'to the North of
Rr•,: r<iS "F` ;r, Ir._ i r t 0t61.,1119 -0)N1t1 .11 ...- :: _ :. •.:: :. OUTLET FILTER , " X riJ.i.-- 1 S4464 _. 60 t.lF41 _,. •r .463.85 _- " 28"-94" Grey'fine-rned sand w/ silt property Zine and {2) 105 NE of property line, none within a 75 radius ofr.`: M f }., u , : .,...,.,,, !; : Tj_ ; Ey. COV , LEBEL OR LIKE KINDt ,c. , - _-- F, [ _ 14/1110 tt= 14 - mottles proposed septic sstem. No wells abuttingto the East. 11,. t_ no ledge, water 88 , no rnottle5
1465.72.
LEV., .
r' , 1 ' t I. Additional Test holesf-- I , r I must be du in eth reserve area 'or to sgpnconstruction.
f ; 464.85 "
L _Prior th start f construction the house and septic stem are to bet_t_t, . t._.. r, 1 6 TH # F 11 Cp Y464.70' '' , • r L ACMNG GAIJEfS
I,, • _ staked out b a licensed surveyor. t; NJff,. • WA8-R o, _.. 0 6 Topsoil Y1_,_ 1. , .rn < ^nu . 1 tt y, e i. ;_:-„4 h. RS 'ii0-u, JI 0-t4 D ui' P rt :`S 1. 4 Inlet r! tt
j,:l .t>,i_ .. 5 8 6 33 Subsoilrr,;::r_:-. :{ I^Ir - f Ir 4'-0” y 111 _, _. .. ,r11 33 -70 Grey ,fine -t ed sand siltsr w., :L ;`[I''," s, 4 -8 Al -5 Y n rid w/ It
rn_ . r A s _ INVERT ELEVATIONS rnoledawater@50mottles@38t,li#t:,.te,;•.11-:i trr-tlCii c..,l_t..f ;'lift , BOC 460.6o/ ledge, ,
80S 45
1.
HOUSE INVERT 465 72ITT..
I 3TH#F11D SEPTIC TANK (IN) 465.10,
rUTA__ t RC Nt", rr0V!0_a.._fir6 _., ,-• 0_7„ Topsoilt..lK
R1 i0yer (--.ru:_o -0 92") t:Iev=45.5.30' 411 7"-29” Subsoil SEPTIC TANK (OUT) = 464.85'
J 259 SE 29"-96" .Grey fine-rned sand w/ silt DISTRIBUTION BOX (IN) = 464.70' EM TAN
no ledge, water @ 92", no mottles sTRisuTioN gox ouT = 4s4 so' PROFILE OF SEWAGE SYSTEM ,',:;, :..,,. , D, (
t
CHAMBER 1NVER17 =463.
BOTTOM OF CHAMBER =460.60'
LEGEND
110 -----CONTOURS 2 FOOT INTERVALS
CONTOURS PROPOSED
OQ QQ STACKED STONE WALL
ELECT TELE--- .-UNDERGROUND ELECTRICITY AND TELEPHO
U.' UTILITY POLE
HAY BALE EROSION CONTROL
SILT FENCE
WETLAND DELINEATION
TREE LINE
WTESTPITQ r t
1;5PEP,C TEST
NOV 2 9 2005
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RESIDENTIAL SITE PLAN AND
4
SEPTIC SYSTEM DESIGN
0 d COI h ster rdeceMap36Lot44/3-010 1386
1386 Old Colechester RD Oakdale, CT
Oakdale CT 06370
1
1 23 Junee 05 Reduced size of houseMay Engineerinq LLC
2. 18 July 05 Added Sanitarian's Comments ()tr - )
3. 29 Nov 05 Change size of house septic syste remai the same Civil Engineering and Site Planning99
I 1297 RT 163 Oakdale, CT 06340
860 884-9671
NO. DA TE DESCRIPTION 8 Y
DRAWN I3Y.TAM
0
9oasm Owner. Jack &Lori Aquilina ,__
SCALE. 1 —3016CAISSONRD
COLCHESTER CT 06370 DATE: 14 APRIL, 2005
a. a oo•, 860) 537-3774 i O B NUMBER SM -ET
9 ENS
05"
ff ONAI.. . DES.CRIPTION: 05-1004 1 OF 1
Residential Site Plan and Subsurface Sanitar S stem