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RTT_ LOT I 2—LOCHDALE DWC/O I 03.1',IAD
INV OUT 507.45
LOCHDA DRIVP-
CATCH BASIN
TF 511.92 -
INV 507,77
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DRIVEWAY AND `)EPTIC SY`.TEM,
DIURBE-) AREASD E,,E[,iANL,, T, BE L,OAME SE1_
5. _TOPSOIL. TO BE S"_O(KPiL.E' 0 1 1 -1 1' A t4 '1-) RC) T E
W!7HAYIBAI- ES 1,_-)R '.')I[ -T F f- N," E
L 1 I_ L! S;_ () P E'E- R E NO, T F X,'-, E I- D _-5ANDFAERE
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AN '11) MAINTEN;,NGE CD- ALL RFOUIPE) SSEDIVEN7' CONTR(I
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SEE L, 1,yH'IN"', DATE'S.
ApPit- 1 EINE 1
AI -Y -LIST I '-EPTEVB[_P
S)EEC MIXTURE=:
45'? RED FE'S -CUE
4 C31:7 BU' GRA
I0' F'f RENNIAL RYE
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7
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5 5QQ GALLON
2—QQMEASTMENT
EPTIQ TAN
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WIT'I'm
TUT HOLE DATA
t, PEF REFEREN( ' 'E PiLAN
TEL - LltQ 1_ 3
0"-7- TOP' . "OIL
7--29" DARK YELLCWISH--BROWN FINE SANDY L' --)AICA
72" OLIVE ---GREY Lf- A My N/IEDI(- M --FINE SANEJA
NO, I -EDGE, WATT CO 34", VIOTTLINi--, 0 -1_14"-'29`
TE._5Tjjj)LE_ _J517I
0"-8" DARK BROWN 1OPS011L
8"--17" %,EL.LOW BROWN FINE SANDY LCAM "WITH GRAVEL.
TAN COMPACT FINE SAND')' L.OAM WITH SOME '-RAVEI-
51..; TAN GRAY MEDIUM TC! "DiRSE `AND WITH C(_'BP[E"--
11 I TN(__, LEDG E, ND WATER, D TINCT MOTTLING 4 71"
T E]- j N 4 5
C-12" 7'OPSOIL
1'2"-30" Lk,'. -T BROWN FINE SANDY O -)AM
30"-80" GRE';-BROWN FINE SALTY SAN[), TRA(I'E OF' (.)F"41/EL
NO I -EDGE, WATER 4, 30", MidL.)NG 4 24"
0 2" T 0 PSO I L.
12"-3()" BROWN FINE SANDS LOAM
GREY -BROWN FIPM VEDILJV-F'NE. -::)AND, TRACE OF. ;RAVE:_.
NO I_EDGE_', WATER 4 38 KAOTT_ING 4 :'7
PERCOLATION RATE
INFORMATION PROvIDED E'ER RI_' -F-, -REN( -_'E P -1 -AN
PERCOLATION PA_T_: Pi-_R,r_" #1 A := 6f M'N[JTF-S INCH
PATPERC&_ATION Pj__P1'- I N'-" HI # I '_ 8 =: 6 0 M 1 N k
MAP REFERENCE
TrLOICHDALEESTATES, PROPER" OF LRERNARC, P__)'ARNIS_TT & H.,IROLD D EBA-T
rN ROAD AND JEFFERY' I`JAN(P DRIVE, MONTV'ILL_._, C(__1NNE)-TI0j7
IJANF'( Tl.1ATg-TAL ECHINC- IN
I)ESIGN T
P EIR C 0 AT 10 N R 0 M I N I -) T FS /I N`__ H
4 BEDROOM ESIBE'\J('E REQUIRES- 66(5 SP ")+ LEA(__ ], IN-
l, , PRO`/IDE - IDE 2- 1 10' (48" *11DE' TRENCHEc, "__'NNt`J E Ni
EFFECTIVE I_EACHIN(__ APEA - 69C, SF
PROVIDE A I 2'rDO GALLON 2-- COMPAP-M.N`l
I
TANK
M 4
12
I.- ;EQOIRED z qtr 8
r, PROVIDELi
PREPARE AREA OF PROPOSED SYSTEM AS FQL,LQWS
1 REMOVE AND JCICKPI! E T(-)'DSr-,lj
2 P -E EiANK RUN (-RAVEL (LESS THAN `7, FINES,'i -ED !N
6" 1 -IF -PS AND 'COMPACTED 10 957 LDENSjTY.
3. EXCAVATE 4' WIDE TRENCHES AND PREPARE :-)UPFACE.
4. FILL TRENCHES WITH 1" WASHED CT NF- TO HFIGHT OF PIPE it&,_pT_)
T,', -1 " OV IP -ACE PIPE IN TRENCH, AN; R TOP PIPE,
CAP ENDS OF PIPES.
0 FILL
PACE A 4' WIDE STRIP OF NON-'N-)VLP',N FILIEF, I ArB FRI _;N 'T' -,P
t TTHEENTIRELENGTH (7)F THE T E M, At LD AI "NIT!
NATIVE MATERIAL,
P P! A C E TOP _S I. I SEEP 3t VIJILI.
NOTES
1. TOPOGRAPHIC INFORMATION ON -HIS Pi -AN A'!TN T,- _ MAM A I N
STANDARDSS.
E FOR LEVFL"-- -1jBDIVIc1C_1N MAPT1. E- BA,,t -
T '-Y,--T V, 7L E 3. PROPOSED HOUSE AND Sr-PT!r' BF S I A KE 'L) I N T H F
A LAND SURVEYOR LICENSED IN THE 7TATE C) F f 1 ;NNE_CT!C'l_j7
4. LOT AREA = 11,60± ACRE`,
VISIC,N
ATE TfE E'_ I", R I P T 1 C-) N
SEPTiC SYSTEM PLAN
PREPARED FOR
RTT DEVELOPMENT,
LOT X12
LOCHDALE DRIVE
MONT\/ILL-, CONNECTICUT
m
malwaft, AIEW C H A N D L E: R PALM E: R Idk KING
16"MAN r mT& Architecture. Engineering and Surveying
Ila ; Y NORWICH, C'I' 063W BW -689-3397 FAX 860-886--7WI
FIRST FLOP
F L ELEVATI '_)N
S.F. SQUARE FEET
MIN. VlNiM,JEA
1 C, EXISTIN(- CONTOUPS
PPOPOS'EF) 'C'ONTOUPS
BUIDING SETBACK LINE
T,__ T H 0L LE
107 0 1*VERT EL.EVATION
WIT'I'm
TUT HOLE DATA
t, PEF REFEREN( ' 'E PiLAN
TEL - LltQ 1_ 3
0"-7- TOP' . "OIL
7--29" DARK YELLCWISH--BROWN FINE SANDY L' --)AICA
72" OLIVE ---GREY Lf- A My N/IEDI(- M --FINE SANEJA
NO, I -EDGE, WATT CO 34", VIOTTLINi--, 0 -1_14"-'29`
TE._5Tjjj)LE_ _J517I
0"-8" DARK BROWN 1OPS011L
8"--17" %,EL.LOW BROWN FINE SANDY LCAM "WITH GRAVEL.
TAN COMPACT FINE SAND')' L.OAM WITH SOME '-RAVEI-
51..; TAN GRAY MEDIUM TC! "DiRSE `AND WITH C(_'BP[E"--
11 I TN(__, LEDG E, ND WATER, D TINCT MOTTLING 4 71"
T E]- j N 4 5
C-12" 7'OPSOIL
1'2"-30" Lk,'. -T BROWN FINE SANDY O -)AM
30"-80" GRE';-BROWN FINE SALTY SAN[), TRA(I'E OF' (.)F"41/EL
NO I -EDGE, WATER 4, 30", MidL.)NG 4 24"
0 2" T 0 PSO I L.
12"-3()" BROWN FINE SANDS LOAM
GREY -BROWN FIPM VEDILJV-F'NE. -::)AND, TRACE OF. ;RAVE:_.
NO I_EDGE_', WATER 4 38 KAOTT_ING 4 :'7
PERCOLATION RATE
INFORMATION PROvIDED E'ER RI_' -F-, -REN( -_'E P -1 -AN
PERCOLATION PA_T_: Pi-_R,r_" #1 A := 6f M'N[JTF-S INCH
PATPERC&_ATION Pj__P1'- I N'-" HI # I '_ 8 =: 6 0 M 1 N k
MAP REFERENCE
TrLOICHDALEESTATES, PROPER" OF LRERNARC, P__)'ARNIS_TT & H.,IROLD D EBA-T
rN ROAD AND JEFFERY' I`JAN(P DRIVE, MONTV'ILL_._, C(__1NNE)-TI0j7
IJANF'( Tl.1ATg-TAL ECHINC- IN
I)ESIGN T
P EIR C 0 AT 10 N R 0 M I N I -) T FS /I N`__ H
4 BEDROOM ESIBE'\J('E REQUIRES- 66(5 SP ")+ LEA(__ ], IN-
l, , PRO`/IDE - IDE 2- 1 10' (48" *11DE' TRENCHEc, "__'NNt`J E Ni
EFFECTIVE I_EACHIN(__ APEA - 69C, SF
PROVIDE A I 2'rDO GALLON 2-- COMPAP-M.N`l
I
TANK
M 4
12
I.- ;EQOIRED z qtr 8
r, PROVIDELi
PREPARE AREA OF PROPOSED SYSTEM AS FQL,LQWS
1 REMOVE AND JCICKPI! E T(-)'DSr-,lj
2 P -E EiANK RUN (-RAVEL (LESS THAN `7, FINES,'i -ED !N
6" 1 -IF -PS AND 'COMPACTED 10 957 LDENSjTY.
3. EXCAVATE 4' WIDE TRENCHES AND PREPARE :-)UPFACE.
4. FILL TRENCHES WITH 1" WASHED CT NF- TO HFIGHT OF PIPE it&,_pT_)
T,', -1 " OV IP -ACE PIPE IN TRENCH, AN; R TOP PIPE,
CAP ENDS OF PIPES.
0 FILL
PACE A 4' WIDE STRIP OF NON-'N-)VLP',N FILIEF, I ArB FRI _;N 'T' -,P
t TTHEENTIRELENGTH (7)F THE T E M, At LD AI "NIT!
NATIVE MATERIAL,
P P! A C E TOP _S I. I SEEP 3t VIJILI.
NOTES
1. TOPOGRAPHIC INFORMATION ON -HIS Pi -AN A'!TN T,- _ MAM A I N
STANDARDSS.
E FOR LEVFL"-- -1jBDIVIc1C_1N MAPT1. E- BA,,t -
T '-Y,--T V, 7L E 3. PROPOSED HOUSE AND Sr-PT!r' BF S I A KE 'L) I N T H F
A LAND SURVEYOR LICENSED IN THE 7TATE C) F f 1 ;NNE_CT!C'l_j7
4. LOT AREA = 11,60± ACRE`,
VISIC,N
ATETfE E'_ I", R I P T 1 C-) N
SEPTiC SYSTEM PLAN
PREPARED FOR
RTT DEVELOPMENT,
LOT X12
LOCHDALE DRIVE
MONT\/ILL-, CONNECTICUT
m
malwaft, AIEW C H A N D L E: R PALM E: R Idk KING
16"MAN r mT& Architecture. Engineering and Surveying
Ila ; Y NORWICH, C'I' 063W BW -689-3397 FAX 860-886--7WI