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4" L.P_ PA40. PIPE SEA=
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FLAN VIEW
2'D FA
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NON -WOVEN FILTER FABRIC
UV7r---R STONE
4" PVC., PILASTIC
..,I T D 3C
D S I RIBUTION PIPE (AS 71M, 133)
,t� U .�WJA:lj
ONE 1NICH CLEAN BROKEN
STONE OR SCREENED %`3;_?_AVE1
ZL`
ffi11 211M A
AEmffimm# is -
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111 fl�da Fro A
WIPP KAFrH
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Aliii
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s t_ -A i r_ 0 T - P-0 �_-, L---
m
Ci
4" CLEAN FILL
00""T1 - N DETAIL
LOAM & SEED %.ROSS -3 0
NOT TO SCALL
1711 TFR FABPIf-_ in" .-
wmr-
E NC I N G
I 10 0 -mg, I -mm'T
6 0
��o QIP9-IL � xa % - sksk.-L- A a a s at m & Ag A A& A I=-= 1; a = Z��
III -11L I r.K MAKKIril Ms i ALLA 1 10N & NIAH-4 I MNAM&
I k7 DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION.
DIC
2. POSIT Is THE"' POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE
POST 1,1.15FELEUT IIINTO, THE 'GIROGIND.
3. LAY THE BOTTOM 6i OF THE FABRIC IN THE TRENCH THO PREVENT UNDERMUINING
Ain AArVPII 1
kfSpr'rlr Akff'k MA k
4a tlmllu RVEPAIR AMFTER INEAtv'I IRA1111FALIL
r, T
SEDIMENT DEP()SI7R_,- ARE TO BE REEKAUVED WHEN THEY REAC )F
CH A HEIGH C
M __ 1 OF
BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS
NOT REGI JLATED BY THE INLAND WET ANDS f_'OIMIMIISSION
J L__% I ;I L_ F t_,_% u u
6- INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWicFE WEEKLY.
1 ir 't IE (;Q'v E'
1 &�Ivff f -Ar -U-1 11 V ="r. I A I IV m
MP('1.P
A T('LOMPLETED WITHIN 15 DAYq OF THE FORMATION
r-bj
,,-P IOF YEE_ IW1-1 BE
Y SEEDING RGRASS 1
OF STOCKPILES. IF THE S0111- IN THE STOCKPILE5 HAS BEEN COMPACTED _Ay C-ONSTRUCTION
OPERATIONS IT SHALL BE LOOSENED TO A DEPTH OF INCHES BEFORE 1 -HE FER"I"ILIZER, 11ME ANrl
SEED IS F*PPLIEDr 10-410-AIO FERTILIZE r> A711- A RArIE OFF 7.5 POUNDS PER 1000 S.F.
LIMESTONE AT A RATE OF 90 L PER 100 S,F. SHALL BE USED.
BS. 0 RYE GRASS APPLIED AT A
RATE OF 1 LB= PER 1000 S.F. SHALL PRUODE THE TEMPORARY VEGETATNE COVER. STRAW
E FROM E' L m t- u 0 r_ u
FRE "'A WELDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 10-0 S.F.
AS A TEMPORARY MULCH. APPLY MULCH ANO DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER
�KMPP SHRFACF SO CLEAT MARKS A P PARALLEL TO THE CONTOURS
TOPSOIL WILL BE REPLACED ONCE THE EXQX/V11ON HAS BEEN COMPLETED AND THE SLOPES ARE
T
(3RADED TO A SLOPE NO GREATER N 2L5 TO 1. PROVIDJE SLOPE PROTECTION ON ALL Cul SL!Ljr_L.1:D.
TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS
BEEN !SPREAD, ALL STONES TWO INCHES OR LARGCR IN ANY DIMENSION WI
L BE REMOVED AS WELL AS
DEBRIS, APPLY AGRICULTURAL GROUNDLIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS.
PER 1000' S.F. APPI" 40-In-Fr7R
vo TILIZER OR EQUIVALENT ATA RATE ^F 300 LBS. PER A-RE OR
7.5; LBS. PLER S.F. W0`RK LIMESTONE INTI"' THE SOIL TO A DEPTH OF 4. INCHES. INSPECT SEEDBED
BEFORE SEEDING. IF TRAFFIC HAS CO-MPA(C`Ir_I) THE SOIL, RETILL COMPACTED AREAS. APPUT- THE
FOLLOWING GRASS SEED MIX:
.1, mmy-
sLLF&
. JL, RL
fi=b /AC R E
�0
LBSJ100 S,F
KEINTI.I.CKY, BLUEGRASS
2 at
0,45
!CREEPING RED FESCUE
2_0
0.45
PERENNIAL RYEGRASS
5
0.10
ROCKS
45
1-00
LEDGE 0 53"
v W�ITEM
NO WA7-ER
NO M 0 TT I - 111N 0
-NO MCYIFTLING
Lbfl�
T H jQ2,7-�
0_1� TOPSOIL
0_417 TOPSOIL & ROCKS
f
4w-313" BROWN SANDY LOAM
25`-102r' COMPAC-I GREY SILTY SAND
31"-gC COMPACT GREY SILTY SA 6N D
W/ROCKS
LEDGE 0 !C_12='
10 LE D G EN
0 i e_)
-r _A%A1rk=0
1 -Nu T uICv,
NOW MOTTLING
T H fi
0 -TOPSOIL
7' BROWN SANDY LOAM
TOPOIR110`3CKS
SL &
27 `-71 COMPACT %GREY SILTY SAND
KI ij
80niAlkinAiiii
4 9 COMPACT GREY SILTI Y SAN D
LEDGE 071
ef
I
A
NO MOTTLING
NO LEDGE
NO WATER
NO MOTTLING
0-10 TI OPSOIL
-34" BROWN SANDY LOAM
-50n COMPACT GREY SILTY SAND
TOPSOIL & ROCKS
-25" BROWN SXNDl LOAM
LEDGE @ 50'
NO WATER
I IL A I
N 0 M 0 N G
N 0 IWAA �1_- R
AT T 1
T
)53 6 -
N-11
Av
41
9 540
TX
PROPOSED
4 DN, BEEROOM
N`
RE-c-1rN E` 1 r
C1Z> ur-IN
CIOTING DRAIN OUTLET -T-
S
u of)
6- ni in
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-PRCIPOSED
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WZY
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INV_ IN
#1�47A 4
f I W Ij I
Zli I L
7
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i drA �18' OF J,+
I e r it
UA Ali
4 _4 -78 r,
ASTI'A
f-% V] 9 1
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)6U 11 1 '11'
f7 1
1,H 4-1
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JI
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8" TY.P. 2 PLACss ES
--ES
INLET 3 PLAC
4" L.P_ PA40. PIPE SEA=
rY P, 13 1 PLACES
FLAN VIEW
2'D FA
^ ' aE!2QN Vir"Ae
u mv"-) __1 Qv
5 -00 "Al0 0SEPn11,1.%.0 TANK GALI-wNt
TO q,,.,Ai--E
3
. 1L CUVER
io --aW cw
fMIN,)
NON -WOVEN FILTER FABRIC
UV7r---R STONE
4" PVC., PILASTIC
..,I T D 3C
D S I RIBUTION PIPE (AS 71M, 133)
,t� U .�WJA:lj
ONE 1NICH CLEAN BROKEN
STONE OR SCREENED %`3;_?_AVE1
ZL`
ffi11 211M A
AEmffimm# is -
L
M^� ScAil
111 fl�da Fro A
WIPP KAFrH
4" PVC ELBOW
Aliii
19:L9ar1W
N
s t_ -A i r_ 0 T - P-0 �_-, L---
m
Ci
4" CLEAN FILL
00""T1 - N DETAIL
LOAM & SEED %.ROSS -3 0
NOT TO SCALL
1711 TFR FABPIf-_ in" .-
wmr-
E NC I N G
I 10 0 -mg, I -mm'T
6 0
��o QIP9-IL � xa % - sksk.-L- A a a s at m & Ag A A& A I=-= 1; a = Z��
III -11L I r.K MAKKIril Ms i ALLA 1 10N & NIAH-4 I MNAM&
I k7 DIG A 6" TRENCH ON THE UPHILL SIDE OF THE BARRIER LOCATION.
DIC
2. POSIT Is THE"' POSTS ON THE DOWNHILL SIDE OF THE BARRIER AND DRIVE THE
POST 1,1.15FELEUT IIINTO, THE 'GIROGIND.
3. LAY THE BOTTOM 6i OF THE FABRIC IN THE TRENCH THO PREVENT UNDERMUINING
Ain AArVPII 1
kfSpr'rlr Akff'k MA k
4a tlmllu RVEPAIR AMFTER INEAtv'I IRA1111FALIL
r, T
SEDIMENT DEP()SI7R_,- ARE TO BE REEKAUVED WHEN THEY REAC )F
CH A HEIGH C
M __ 1 OF
BEHIND THE BARRIER AND ARE TO BE DEPOSITED IN AN AREA WHICH IS
NOT REGI JLATED BY THE INLAND WET ANDS f_'OIMIMIISSION
J L__% I ;I L_ F t_,_% u u
6- INSPECTIONS AND NECESSARY REPAIRS WILL BE MADE TWicFE WEEKLY.
1 ir 't IE (;Q'v E'
1 &�Ivff f -Ar -U-1 11 V ="r. I A I IV m
MP('1.P
A T('LOMPLETED WITHIN 15 DAYq OF THE FORMATION
r-bj
,,-P IOF YEE_ IW1-1 BE
Y SEEDING RGRASS 1
OF STOCKPILES. IF THE S0111- IN THE STOCKPILE5 HAS BEEN COMPACTED _Ay C-ONSTRUCTION
OPERATIONS IT SHALL BE LOOSENED TO A DEPTH OF INCHES BEFORE 1 -HE FER"I"ILIZER, 11ME ANrl
SEED IS F*PPLIEDr 10-410-AIO FERTILIZE r> A711- A RArIE OFF 7.5 POUNDS PER 1000 S.F.
LIMESTONE AT A RATE OF 90 L PER 100 S,F. SHALL BE USED.
BS. 0 RYE GRASS APPLIED AT A
RATE OF 1 LB= PER 1000 S.F. SHALL PRUODE THE TEMPORARY VEGETATNE COVER. STRAW
E FROM E' L m t- u 0 r_ u
FRE "'A WELDS AND COARSE MATTER SHALL BE USED AT A RATE OF 70-90 LBS. PER 10-0 S.F.
AS A TEMPORARY MULCH. APPLY MULCH ANO DRIVE TRACKED EQUIPMENT UP AND DOWN SLOPE OVER
�KMPP SHRFACF SO CLEAT MARKS A P PARALLEL TO THE CONTOURS
TOPSOIL WILL BE REPLACED ONCE THE EXQX/V11ON HAS BEEN COMPLETED AND THE SLOPES ARE
T
(3RADED TO A SLOPE NO GREATER N 2L5 TO 1. PROVIDJE SLOPE PROTECTION ON ALL Cul SL!Ljr_L.1:D.
TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 INCHES. ONCE THE TOPSOIL HAS
BEEN !SPREAD, ALL STONES TWO INCHES OR LARGCR IN ANY DIMENSION WI
L BE REMOVED AS WELL AS
DEBRIS, APPLY AGRICULTURAL GROUNDLIMESTONE AT THE RATE OF TWO TONS PER ACRE OR 100 LBS.
PER 1000' S.F. APPI" 40-In-Fr7R
vo TILIZER OR EQUIVALENT ATA RATE ^F 300 LBS. PER A-RE OR
7.5; LBS. PLER S.F. W0`RK LIMESTONE INTI"' THE SOIL TO A DEPTH OF 4. INCHES. INSPECT SEEDBED
BEFORE SEEDING. IF TRAFFIC HAS CO-MPA(C`Ir_I) THE SOIL, RETILL COMPACTED AREAS. APPUT- THE
FOLLOWING GRASS SEED MIX:
.1, mmy-
sLLF&
. JL, RL
fi=b /AC R E
�0
LBSJ100 S,F
KEINTI.I.CKY, BLUEGRASS
2 at
0,45
!CREEPING RED FESCUE
2_0
0.45
PERENNIAL RYEGRASS
5
0.10
ROCKS
45
1-00
THE RECOMMENDED SEEDING DATES ARE:
A.Lar% A a -^U5
JU - ID IAN u iv%ju Sr:�f I
11 INE 15 - SEPTEM9-EK I
A
PO"LLOWIN(03 SEEDING, FIRM SEEDY BED WITH �"k ROLLER. MULCH WITH WEED TREE STRAW
IMMEDIATELY FOLLOWING SEEDINGS. IF A PERMANENT VE(._,'ETATIVE STAND CANNOT BE ESTABLISHED
PRj0P[_7"`T1`1 Li5V
SEE'11BAGIr< LINE
A A
b44 EXIST. CONTOURS
EDGE OF ROAD
EDGE OF DRIVEWAY
------- PRIMARY SEPTIC SYSTEM
RESERVE SEPTIC SYSTEM
PROPOSED CONTOUR LINE
i DATE,
G E N Er: R. A 1L. N 0 Ir CE S
.
IOPOGRAPHI INFORMAMON ON THIS DEAN COMPLIES WITH 2 MAPPING
STANDARDS,
2. BASE FOR LEVELS: SUBDIVISION MAP.
DT
3. PROPOSED HOUSE AND SLED FIC SYSTEM TO BE STAMEWD 16N TWE FIELD BY
L_L�-
A UNIND SUR)-VEYOR LICIENSED IN TIL-flE ST�NJE OF 'C'ONN LECTICi-¢" 31
4. LOT A-REA = 5.90± 1AGRE'S
5. ALL WORK AND MATERIAL (SEPTIrC TANK, DISTRIBLITION BOX, PIPE)
SPALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODE
REGULATI(WIZ AN" STANDARDS FOR SUeSURFACCE SEWAGE` CIISPOSSAL
SYSTEM.
6. SEWER LINE FROM FOUNDN-1ION WALL TO SEPTIC SHALL BE
SCHEDULE 40 PVC - ASTM 1` 1 785 A10I
ND UNTS PER HEALTH JDEPT_ CODE.
L__ - - U I?
7-
TRI NCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH AND HAVE A
CENTER TO CENTER SPACING OF 9 FEET.
5. PIPE FROM SEPTIC TANK TO OUD
DISTRON LINES SHALL BE 4" SOLID
DISTRIBUTION
PVC CONFORMING TO ASTMD-3034. AND SDR -35.
9, FOUNDATION DRAIN PIPE FROM HOUSE TO OUTLET SHALL CONFORM
TO TABLE z2 -C OF THE CONNECT111P.-I;.# IT f PUBLIC HEALTH CODE REGULATIONS
1-11 ; I
AND, STANDARDS FOR INSIALLATION WITHIN 25 FEET OF A SEWAGE DISPOSAL
SYSTEM.
4 0 L 5' Or -7
THERE ARE PRESENTUY NO KNOWN WATILER WELI 5Wff 7
HIN I TSE
PROPOSED SEPTIC SYST EM,
11. A VERTICAL BENCHMARK WILL_ BE PRO\111DEED WITHIN 100 FEET OF THE
n I -
go it ? w P n/ S E D 9..E{"sLOWCATI-IDN Pf'Unwif-I TO THEE S-11-A.RT OF CONSTRUCTION,
CLEAR AND G 121" AIFN '"HERIE THE SEPTIC S-YS-ir
WX ^IT U L71`Nuo i r1r_ AND HOUSE ARE
U L? EA Ifyfir-Kr- eVIL L -M ill�iN L I -
TO BE CONSTRUCTED. AIL TOPSOIL IS TOO BE STRIPPED AND STOCKPILED
FOR FUTURE USE.
13a ALL FILL MATERIAL SHALL BUE CLEA' EARTH FREE OF STUMPS, ORGANICS,
CONSTRUC-MON DEBRIS AND TOPSOIL
I A.
TOPSOIL SHALL BE PP-APPLJED CAMER ALL FILIL ARE4S AJNID ALL DISTURAB ED
1� - �
AREAS TO PROVI r, r' A MINIMI., DEPTH OF FO -I IR INCHES.
L.FL- �
i r_ AI I EXISTING Ifffl ITIES TO P
5 1J. F -IL -L- L_^ 5%.,; iE ACCURATE11-' LOCATED PRIOR TO CWNSTRUCT1011141.
A 6. -?- 81 A r- Mrlr-_ni ACL -'S' r_#1
i IF LPA"STINk/3 Ile -,13% RE-w"V11"RED A r - ME. OUPA-Z':I� SUR4EY WILL BrE REQUIRED.
CALL BEFORE YOU DK3: 1-800-99-2- 455
A -A n rli= MFa E%Inr
J.%1- Fffl%
.VL
S1 IDNIV!,zlom pi Am A I I 1Ce%1lj'iQ WAV "_ I DA
vLaL,w i'e;F IT [L.Fmv, S%,�BDIIPPVISIVON, PRE,.1RED F -OR RTS
DEVELOPMENT INC., CHAPEL HII I ROAD & FORSYTH ROAD, MONTALLE,
CT, PREPARED BY CME/CuPPINK DESIGN GGROLTP t 110 BROAD v&v1A'f_ NORWICH,
CT,
DATED.- 1 '071/03, REVISED TO: 6/20/2003.
Tv E SIT la�,IOLE D A arA
Pp E
ER REFERENCE I UVIN
ib5A
IOPSOIL & ROCKS
T 0 PS 0 1 L
-1 "
A -'Z7� APAWN AN1-Y I rIAM
Akny I AIA
1 ZAP, BROWN cLO
-
27"-42" COMPAQ GREY SILTY SAND
2_2_-153" COMPACT GREY SILTY SAND
ROCKS
LEDGE 0 53"
v W�ITEM
NO WA7-ER
NO M 0 TT I - 111N 0
-NO MCYIFTLING
Lbfl�
T H jQ2,7-�
0_1� TOPSOIL
0_417 TOPSOIL & ROCKS
1"-25" BROWN SANDY LOAM
4w-313" BROWN SANDY LOAM
25`-102r' COMPAC-I GREY SILTY SAND
31"-gC COMPACT GREY SILTY SA 6N D
W/ROCKS
LEDGE 0 !C_12='
10 LE D G EN
0 i e_)
-r _A%A1rk=0
1 -Nu T uICv,
NOW MOTTLING
T H fi
0 -TOPSOIL
7' BROWN SANDY LOAM
TOPOIR110`3CKS
SL &
27 `-71 COMPACT %GREY SILTY SAND
KI ij
80niAlkinAiiii
4 9 COMPACT GREY SILTI Y SAN D
LEDGE 071
W/ROCKS
NO Iff",k-IER
NO MOTTLING
NO LEDGE
NO WATER
NO MOTTLING
0-10 TI OPSOIL
-34" BROWN SANDY LOAM
-50n COMPACT GREY SILTY SAND
TOPSOIL & ROCKS
-25" BROWN SXNDl LOAM
LEDGE @ 50'
NO WATER
E E 2 5
N 0 M 0 N G
N 0 IWAA �1_- R
NO &-A
r"r_0`-n2 ATI 1 r
O%N RA"
V 9
Ii Ei IN FOR MAyr T -nil! PRUVIDED PER REFERENCE PLAN
p- ^t%i A� _�ATEz I sff-� f^__
ERCOLIR! 10A M!"IN"
u 4 1 N
mf-r%&f%K1 m
Umo"I's
PERCOLATION 0a-I'C' = 1'0�2'0 MIN./INCWH
Ixr%L_ R U z_ j
RE"10c"CE FREQUIRE."c5- fz::%70nw Sic' OF LEACLANG AKA
SL.L-, wfifl iAL-3, %.,L_NxjiL_
PROVIDE 3 00' LEACHING TRENCHES
EFFI-EC'TIVE LEAeC'HIINIG i4REA = 13100 LF X 010 SULFF :7-- 9300 _StF
PRO"VIDE 1,1500 Or -*%L. 2 -COMPARTMENT TANK
Z4
2 1 X 2- X I. = 72 LF
M k1j S.c, ppmllnm = 10r, 1 -c-
- 1- 1.0 � � W LF
-
Now,
PREPARE` _A__ EA - 0 F mp`RU"-PU"`8Eu SYS TE=00 ' M_
REMOVE AND STOCKPILE TOPSOR
pLAC rB
A 5% FINE� PLACEPLACEDIN
E , JN K RUN GRAVE? (LESS THAN
C UFTS AND COM RACTED TO 95% DFN!;r.rY,
3. EXCAVATE 4- WIDE TRENCHES AND PREPARE-' SURFACE.
4, FILL TRENCHES WITH 1* WASHED STONE- TO HEIGHT OF PIPE INVERTS
PLACE PIPE IN TRENCH, A1,41) FILL T00 " OVER TOP OF PIPE,
5. CAP ENDS OF PIPES.
6.
^9 "&-^ E A 14 - t VIV I D" E_ STRIP OF N01141 -WOVEN FFILTER FABRISC UN TOP OF
THE ENTIRE 15-1- - IH OF -11HE SYSTEM AND BACKFILL WITH NATIVE MATERIAL,
_PLA/` T^.Pc-PjII , SEErl,
-7 L iqj 0-I'L u Kx Iv.
f� RE ` kAUI CH.