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PLAN MADE FOR SARAH ELIZABf- TH BRONSON - ""LD 0L(_,WESTER ROAD & LAUREL
POINT R( --.)AL) - MONTVILLIF, CONNECTI'UT - S ;C3l4 LE 1" = 40'- JANUARY 19 78 - B, Y
Cic-FR, PALMER AND KING
40 0ECLArM71CW IS EXPRESSED OR
MPLIED UNLESS THISPUW SEAPS THE
MPRESSION (EMBOSSED SE4L OF THE
AqOFESSIONAL WHERE WGNArURE
APPEARS HEREON.
tekAW ASS'OAUCIA f - _ANV
iA-4xF-_RS
iju,-utu,n ? xyvf_.",' PA:'00,:YCAr-1?IV !S A
VIOLA TION OFAPPLIGAOXE LIAKIS.
TO MYKNOB -EDGE AND BELIEF, THIS MAP !S
SIUBSTANTIALLY CORRECT AS NOTED
4FAdr
V -4A fUlL s I vviftt
I AA ff-- ; - r—*,4 f Liu. No. 70270
I iiri
Y.
REGIST8REC,QFOFFFSVWONAL _F_kC4,PvEER
jc'Iva. i9789
L A R . E, ' A 06'
7,,w 035 A CRES;
ENfiCle"E-7
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40 ITE
THIS SURVEYA144D MAP HAVE 8EVN PREPARED PURSUANT TO THE
REGULATIONS 0` CONNECTICUISTATE AGENCIES SECTIONS 20-3008-1
THROUGH 20-300-8 AND THE "STANDARDS FOR SURVEYS AND MAPS
IN THE STATE OF CONNECTICUPADOPTED FOR USE BY THE CONNECTICUT
ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTIz-MBER 26, 1996,
THE TYPE OFSURVEY ISA "COWEYANCE PLAN".
THE BOUNDARY DETERMINATION CATEGORY IS " DEPENDENT RESURVEY.
THE HORfZONTAL ACCURACY COWFORMS, To "A-2- STANDARDS.
PREPARED FOR
og,r x
00NB1
Wk ws ov N
IL.JrIJUHREL P&Kl- DRIVE
MON"I'VILLE, CONNECTICUT
TAX MAP No. 105 - LOT No. 38
iiSUGUS'111"' ALEV'=40'
NO. -IUD LU I NO. Ob
b
A s _
1..fi 1
CONSTRUCTION NOTES E.-ROSIO.N CONT-ROL NOTES
AMP N e
t OLzvufmLREpUMEMENTSFOFZERCAr"N CO
A SCHEDULE OF 05 'ERARI-11ONK !NCLUDE STARTING AND GOMPLETICAN DATES FOR
MAJOR UGH AS LAND CLEARING AND GRAEMNG, S-IrREET,
SIDEWALK, AND STOWA SEV'04? 'rn ?NNSTALLATION, ET(1,
C -iAFILLSPAUND
CtJT kAON't"), -`ILL SL,,,;PES SHALL NOT BE STEEPFR THAN 3:1 UNLESS STA—AILIZED RY A
W,',TA1,,,J;NGWALI.,,,- CRIBBING, EXCEPTAS APPROVED BY THE COMMISSON UNDER
UNDER SPECIAL CONDITIONS.
Ad-QUAXTE PROIASIONS, SHALL BE MADE TO PREVENT SURFACE WATER FROM
DAMAGING THE CUT FACE Orr ExCAVATION NORTHE SLOPING SURFACES OF FrLLS.
CUT AND FILLS SHALL NOT ENDP%NGER ADJOINING PROPERTY -
FILL SHALL BE PLACED AND COMPACTED SOAS TO MINIMIZE SLIDING OR EROSION
OF THE SO4L.
0& Gp.r1'%—u4flN%:5 SHALL NOT BEDONIE IN SUCAq A.S TO RTIVAIATER NTO
THE PROPERTY OF ANOTHER LANDOWNER WITHOUT THE EXPRESSED CONSEN'T OF
THAT; LANDOWNER AND THE COMMISSION
FILLS SHALL NOT ENCROACH ON THE NATUMAL WATERCOURSES OR CONSTRUCTED
CHANNELS.
DURING GRADING OPERKDONS, NECESSAWf MEASURES FOR DUSTCONTROL -aHNLL
BE EXERCIZED.
GRADING EQUIPMENT WILL NOT BE ALLCrWED TO GROSS LIVE STREAMS EXCEP-111' BY
MEANS Ci" BRIDGES AND CULVERTS OR OTHER METHODS AS APPROVED BY THE
C0MIMIIIS, C'1 1, %
11
iMPLEAVIENTATION PROCEDURESS-
WHEREVIER FEASIBLE, NA-FURAL VE-GETA71 ION SHOULD BE RETAINED AND PROTIECTIED.
ON' LY THE SMALLEST PRACTICAL AREA OF LAND SHOULD BE EXPOSED AT ANY ONE TIME
pi=t nDURINGDELOMJENT
WHEN LAND IS EXPOSED DURING DEVELOPMENT, THE F-XPOSURE SHOULD BE KEPT TO
THE SHORTEST PRACTICAL PERIOD OF TIME.
WHERE NECESSARY, TEMPORARY VEGETATION AND/OR MULCHING SHOULD BE USED TO
PROTECT AREAS EXPOSED DURING DEVELOPMENT,
THE PERMANENT FINAL VEGETATION AND STRUCIrORES SHOULD BE INSTALLED AS SaON
AS PRACTICAL IN THE DEVELOPMENT
4
T
R
E I
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L
A
y
1 - UNLESSHYDRAUUC
AW4 L Y -S* DEAW)NS M TES SUITABILrry
AS
ovP . . . . . . . . Z- REQUIRED ........ s"
lo
I- SET POSTS& EXCAIVATE A S -W 2 S TAP L4 THEM, RE MESH
TRENC 1, SE -T POS T DOWNSL OFE- FENCOVO TO ENO POST
i WIRE
ANGLE 100
UPSL OPE FOR
STABUTY
PCs rS
F
12, m/h ')EPTH
mw -1A film *15% ANN mw% 1 &We .0%
v I DjAf
3, A TTA C H FIL TEP FA- 6 RIC TO THE VoIRE
t Uj
FENC-0VG EYTEEN-D TO THE TRENCH,
HYDF-) A ff C7 A 0"% -rrl. n
rx,o,i LwL-- i %.or 1 J-4 --F i
TOP 0111,
6-20" BRO WN -SUBSOIL
20-60 DARK GREY COAASE SAND WITI-1
HYDRAWC GRADIENT rzc', OF S11OP19-
DECOMP- C-ISE"*1
DEPTH 260 DEE- TH 250
1.1- 2,1- 3-1- 06.1- '10-1-
ES0AK'@ 10. 13 FSO -19AREAK@10. PRESDAK @ 9 22
2 3 4 6 a 10 15
EMP77Y @ 11 1-06 - REFILLED
t 9— SEE Nom
NAIL DOWN 2
16-22 72 62 54 48 42 34 30 28
12.-36 - 4`y 12411 5 114"
66 56 49 142 34 30 28 Zb 24
26
12:46 - 9 114' 12:58 10 11209 1-46 10 314?f
IZ-5,
91 - 'At!
114"
so 49 42 34 30 28 26 24 2D
30
1:56 14 "
1 -'0 1 - 14 318" 1.- 13 16" 2:0-
11
15 518'
1 -na 4 r, '> 1A Im 4-140 4 1) f.A n III, g 4'7m4 v i Jl'
21314
46 42 134 30 -28 26 124 23 18
36A
42 36 30 28 26 24 20 18 Is
42
48
36 32 28 2,111, 24 2.0 118 16 14
310 22P 24 22 18 16 14 10
WtSSNEED AfOTOF CONSIDERED
1 - UNLESSHYDRAUUC
AW4 L Y -S* DEAW)NS M TES SUITABILrry
AS
ovP . . . . . . . . Z- REQUIRED ........ s"
lo
I- SET POSTS& EXCAIVATE A S -W 2 S TAP L4 THEM, RE MESH
TRENC 1, SE -T POS T DOWNSL OFE- FENCOVO TO ENO POST
i WIRE
ANGLE 100
UPSL OPE FOR
STABUTY
PCs rS
F
12, m/h ')EPTH
mw -1A film *15% ANN mw% 1 &We .0%
v I DjAf
3, A TTA C H FIL TEP FA- 6 RIC TO THE VoIRE 4 SACKFILL THE TRENCH & COMPACT
FENC-0VG EYTEEN-D TO THE TRENCH, rHE EXCA VA TIED SOIL
f !L I-EEf?
3, F
TOP 0111,
6-20" BRO WN -SUBSOIL
20-60 DARK GREY COAASE SAND WITI-1
TYPICALINSTALLATION
I ASY&ITH.,--'trIC,.C,)A-TE',r4,L,t':, SRIC
a" lit 9.'2i, INFILTRA 5111 OR LEACHING CHAMBER DET. AILDOLnnwdt
N Is scic a 0%`N1u-vA - KLJA- ;
dowq'-Ar---rft
12" GALLERY DESIGN
Nc)"Tum %;
I
t40TES:
EfFfECINE kAW"1VG AREA = 5. 9 SO, f:r pERLF 21 OFST(WE) OR 6,2 SQ, FYPERLF ( 13- OF S7ME)
CDCTER TOC13VER TRENCHSPACING = 12FEEr
fWT4U ftFXTfbAT0RSACCORDING TO AWAfFACTURERS UJRRFNrhVS*rALLArIGN 'NSTRUCr'ONS
ITEPTIN
60FIR
APPIR0vEo, s -rooNEE- A GGRECA TEFOR LEACHIAIG GALLERIES SHALL BE
a mmr--ri c TnWff--- n -,P- !Qf%,PFFMFf) GRAVET MFETovc-,
GE14ERAL NOT2ES
PRIMA v t:
AND aAMAGE BY MACHINERY AND EQUIPMENrr DURING CoNSTRUCTION1,
ADDITIONALTEST PITS MAY BE REQUIREDTO CONFIRM SOIL CONDITION' S IN THE AREA
Of THE PRIMARY AND RESERVE LEACHINF FIELDS, PITS ARE TO BE DUG PRIOR TO THE
START OF CONSTRUCTION OF T-HESEFYrIC SYSTEM AND ARE To BE STAKED IN THE FIELD
BY ENGINEER TO ENSURE PROPER LOCATIO.
DISTRroUTION BOVES TO BIE- INSTALLED 11'0 -C'R-EATE AL HIGH, LEVEL UVERFLOW (4 MIN
SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT STATI -- OF CONNECTICUT P'LJBLIC
HEALTH CODE.
IF FIE!LD COf4f' TT,rMM MOTTLING, LEDGE OR GROUNDWATER) ARE ENCOUNTERED
AT SHALLUv`PE'-,`,-` C`PTH THAN THaSE SHOWN IN THE DEEP TEST HOLE RESULTS, THE
EN&N-IFER SH k,',.A-,.F3E CONTACTEDIMMEDIA—IELY AND CONSTRUCTION HAI -TED UNTIL
Sb,R35"nGHT PIPE, FROM TANK TO D BOX AND BETWEEN D, BOXES,
CONTOURS TAKEN FROM ON SITE FIELD TOPOGRAPHY AND ARE TO T-2 STTANDARDS
a, R EE r
ALL LEACHING PRODUG'C'S WITH EiFFECTIVE, EACHING, iG-RE-DITS OF 7A SF1-',-F- AND HIGHER
S14ALL NOT BE U-17ILIZE!.") MHERE THE UNDERLYING NATURALLY OCURRING SOILS HAVE
A MINIMUM PERCOLATi-ON',11 RATE SLOWER THAM THIRTY (30) MINIUTES PF=RC RA:rF
SELECT FILL MATERIAL AND SELECT BACKFILL MATERIAL, PLACED AND ADJACENT
To PROPO'SED LEACHING AREAS SHALL BE COMPOt,-'- D OF CLDA-,!SAI,0 AND GPPA', -L
FREE FROM ORGANIC M -ATTER AND FOREIGN FS THE 'LL A14D `F4AL
A;--= SHIALL 41.11EETTHE FOQIJOIW ING' REQUIREMENTS UNIU1, r',,74EMA4k—
A PROFESSIONAL ENGINEER FOR USE VVITHIN THE 1, 1-, i 7'N'kSAREA-
r u r . N"Y"MATERIAL LARGER rHAN THRE.E. 3 `!N(- E,".1. HE FILL SI IALL NOT C NTA!N Al j -71
2- UPTO46% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED
ON THE #4 StP--jE (THIS 1S THE GRUAVEL PORTION OF TI -IE -SAMPLE ;-
3- THE MATERIAL THAT PASSESTHE #4 SIEEVE 1S THEN RE -WEIGHED AN THE SIEVE
ANALYSIS STARTED.
T "ION R ERIA: I HE R041AIN4NG SAMPLE SHAUL MEET THE FOLLOWING GWDA IT
ZEE PERCENT PASSING PERCENT PASSING
i000a/,. ioo-%
40 100/0-500A
100 0010-201,10 00/0-5%
200
MET
41-
3 EVE TE83T 09-01Y S-AIEVE TES7
IHE RE&DONsIBILiTy FCP. -jrjEpREPA T101V 0F A L -0C, H1t, 1G ARE4 U -1IL21hiG- SE_,; C; T
MATERIAL IS THAT OF THELICEIVSED ffijt-- DILLER THEfNSTALLER"L-L TAKE THE
NE-CESSARYS7-EPSTOPROT-=CTT7-IE-,'r,i zER1 Yl'f,IG NATURALLY OCURRING SOILS FROM
c iVERf-- CAIPACTf-ON AND SILTATION
MNN--,- Y- T—EM71, WATER TR ENT DEVICES NOT TODISC.HARGE 1NT0 SEPTIC
owk WWIm"* olft mw -1A film *15% ANN mw% 1 &We .0%
v I DjAf
Fur, 4k
L41 I P-11 V W. 14 y
A". A -A
TEST P.1 1-
0-6m TOP 0111,
6-20" BRO WN -SUBSOIL
20-60 DARK GREY COAASE SAND WITI-1
JUr E Z, 2012
DECOMP- C-ISE"*1
NO M077LING - GROUN WA`-E;L? @ 60'-- NO LEDGE
T PIT 2
01 - 8- -' TOPSOIL
8-22"' BROWN SUBSOIL
SA /Vri W pq 4zti T
jf-"Fv 130APSE SAND WITH10-74 DARK
Af -1j= r () 4 CK
7ER@74n
SEEPIAN'(31 @
164011-
Nw'n1-ED`-,e6-'1--
TEST PllT 3
0-12- 770PSOIL
2
111p
r%. 14 J- V 0 ILQ-22" Elp"', VN SUB'0"
e -2-80r' DA4 .GREY COARSE SAND WITH
VEGE-FA nVECOVER O -D= -A -f R -0L. -K
AWAS
NO MOTTLING - GRObirvi -'-FER @ 77% NO LEDGE
rE -rplt-r'A
I V7S If
I PSOiL
11-31" CO, PACT SUBSOL
V, Pit- Y t 31-334m ILAVITI-i
C'SED R0 "f<S
tf ILJI Vt=L34-68-m C f--1;RAv ...
MOM -ING @ 34" GROUNDWA'TER (§ 68"'
SEE-PhNIG @ 58 NO
TEST PIT 5
0-13" TOPSOIL
43-20"' BROWNS"UBSOIL
20-46m RED 01RA NGE CCARSE SAND ANID kGRA VfElf-
M t/ S Al 41P Aj VfI46- %9a 41 1-01UHT f TH SILT
xq 6jf jL: F --; P sai-. fJ ? It A Jkf I f
7-op"to/L LA YERSTRIP , C)
P F"OSED GRADERO
418.0
5' SELECT FILL MIN.
V 4,
REMOVE TOPSOIL LAYER
AND REPLACE W7TH SELECT FILL
d' MIN.
5'SELECT FILL MIN.
BOT-.rOM 415.7
0 tG VAL GRADER
MOTTLING LINEIRES TIRICTIVE LAYER
TRENC14ES TO BRE INS TIALLED NO DEEPER THAN 16m 1NT0 ORIGINAL GRADE
ism160P Z 7-64 06 A v - TIMPwo 7 V D 4, Aff Now
ANOZA#Lp,1LE
12'DR1VEVVAY!A,107'H
26'TOTAL
412
STABILIZE SIDESLOPES ry'P. 8," MIN PROCESSED GRAVEL 411
A", N,'--,'ANK RUN GRAVEL 410
T
Ai-) &I
v ''w" d08p -r, nom
EXISTING GRADE EXI,`33TING -12' HDPE AIPE EXTEND PIPE 6'
EXISTING GhAi.
PIPx D E TAI -1. . -8wB
AR-% Sr, A I p
f— - I iONActr7ON9s8"y x A "Oft FIRMLvvs
4 k i en, t tMl,rS wy% pr- --y- I it" `- " 0 1 94111 F-1 E- L DiCLE-AR11 m- t-7 t- i I I kJ Dr- Cl I i
2. INSTALLALLEROSION 'Cox SEL--D1MEk114TkC0.NTR01L
M EE A S UIUR E S A Ir" 41D
It . ... . ',
O- MSTRIUCTIOINT EN'RANGE -'D
PRIOR TO THE START OF CONSTRUCTION,
3, EXTEND PIPE &TO THE EAST AS SHOWN.
4. ROUGH GRADE [-`)RIVEWAY - %f':-5T(1-jX-oKP1LE 1-OPSC-AL
N r AND -31-J13SOIL WITHIN THE AREA OF D1STURBA,-.,R,-,5-E,
SILTFENCE ['110VIVN GRA[--'#1EN-rt OFFikILL
5. IPLAC.,eE= AN DD (30K4 PACT D RIVEWAY GRAVEL SUBB AASE
TF nA 71A
Fur, 4k
L41 I P-11 V W. 14 y
ff &w. I W. %me 9 9 flo-opo m .0
FIERC 'TESTS BY 1416AIIINN ASSOCIA TES
4
nf= &-- -rESr A
ti An-3 TEjf--'T' - Bpt7t5 PERY ES7" C T
JUNE Z 2012 JUr E Z, 2012 OCT. 15, 2012
DEPTH 260 DEE- TH 250 DEPTH 25"
ES0AK'@ 10. 13 FSO -19AREAK@10. PRESDAK @ 9 22
Ls-v7i", I Y @ 711:422 - REFILLED EMP77Y @ 11 1-06 - REFILLED EMPTY @ 12.-12 - REFILLED
44 IV- DOWN 2 NAIL DOWN 2g NAIL DOWN 2
12,31 REFILLED TO NAIL 4
12:43 REFILLED TO NAIL l.-31 REFILLED TO NAIL
12.-36 - 4`y 12411 5 114" 1-36 6 118W
1241 - 7 i f,", Iq 41 8- 314
12:46 - 9 114' 12:58 10 11209 1-46 10 314?f
IZ-5,
91 - 'At!
114" t03 12 1/--,ffF 1: 55,
11
12 318
12,56 - 13 118" 1:08 14 118' 1:56 14 "
1 -'0 1 - 14 318" 1.- 13 16" 2:0-
11
15 518'
1 -na 4 r, '> 1A Im 4-140 4 1) f.A n III, g 4'7m4 v i Jl'
f— - I iONActr7ON9s8"y x A "Oft FIRMLvvs
4 k i en, t tMl,rS wy% pr- --y- I it" `- " 0 1 94111 F-1 E- L DiCLE-AR11 m- t-7 t- i I I kJ Dr- Cl I i
2. INSTALLALLEROSION 'Cox SEL--D1MEk114TkC0.NTR01L
M EE A S UIUR E S A Ir" 41D
It . ... . ',
O- MSTRIUCTIOINT EN'RANGE -'D
PRIOR TO THE START OF CONSTRUCTION,
3, EXTEND PIPE &TO THE EAST AS SHOWN.
4. ROUGH GRADE [-`)RIVEWAY - %f':-5T(1-jX-oKP1LE 1-OPSC-AL
N r AND -31-J13SOIL WITHIN THE AREA OF D1STURBA,-.,R,-,5-E,
SILTFENCE ['110VIVN GRA[--'#1EN-rt OFFikILL
5. IPLAC.,eE= AN DD (30K4 PACT D RIVEWAY GRAVEL SUBB AASE
1 - - - - - - I I - ''I - Fur, 4k
L41 I P-11 V W. 14 y
I_, v 1 4 23 19 1/4" 9.1411 If & -1 .4I'd f-, ALUU-Nml SEEED -1- ED AREAS
sl ir 40. 12 /.ON i4-N[N--
Ilk L -r kj
11 21 1
1491180
t33 21314 2-21 201,18
i -oc- kA 4 Q Tr% -a- j-, k---, 31 11 11W-1JfT03T -A- R THE
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