HomeMy WebLinkAboutAs-Built78
80
8 \
4-
\ Q
r'
L.EGE.I3 D
O 1. P FOUKJD
0 CONIC. MOIA. FOUND
STON,lE_WAJ L_
A_F F' R.0)C . W E _T L A NAD S
STA-K-t=D H,&`'/ BA.L_E_S
D E EF' TE ST
DEET
TEST
A
r
SALES TO DUIT'T
o .
TOPSOIL AND
LEAF MULCH
21"-24"
f '
SILTY BROWN
SUBSOIL
24"-30"
ie
SILTY GRAY
SUBSOIL
30"-32"
SL. FT. RESERVE AREA ccF 1 ': RF i' = EEG S4 . FT.
RED SILTY SUBSOIL
(MOTTLED)
32"-80"
FOF A PUt•fPED RESERVE.
DENSE STONE
SAND AND SOME SILT
80"-108"
TOTAL LENGTH = 22`_ L.F. EFFECTIVE LEACFINC AREA PROVIDE:,: -IS
DENSE SAND
AND SILT
7.
TEEFEE LENGTH PROVI ED ARE: 4C, 48, 4C FT, T:: -AL 1-1E FT.
LEDGE
NONE
&A
" •• ' AJ.1"
MOTTLING
30"
BROUGHT UP TO FINAL GF.ADE.
ROOTS
32"
1 C .
�: •
WATER
NONE
DEEP
TEST
B
AREAL AT THE DIRECTION OF THE SAN;TArIAN BEFORE COMMEN`jN0
04
►', ° .
TOPSOIL
IN THE PRIMARY ANL- F.ESEFti,E AREAS.
13.
BENCHMAPK WILL BE RELOCATED TC SEPT:.. AREA W`H_. O!
' H'SF _
BROWN SILTY
SUBSOIL
14.
r • a
f 3 ► .f .>
DENSE SAND
AND STONES
0
LEDGE
NONE
LEAD II TRENCH
DECEMBER 198-1 HAROLD WELLING, EN-NEEF, NOR ^H,
M0TT�INC
27"
15:
S_T_i0 JE�WA.LL W?-`HtKZ.0' OF PTWLIMARZ,/ SEPTtL
ROOTS
27"
4" (Mttii)
WATER.
NONE
,Ei
TEST
C
01.-
9"
TOPSOIL
9"-36"
SILTY BRC%WN
SUBSOIL
36"-96"
DENSE SANE
AN ROCKS
LEDGE
NONE
MOTTL NG
36"
ROOTS
36"
WATER
NONE
COMMENTS:
BOTTOM SOIL IS
VERY STONY AND DENSE
BUT THE SAIL IS
NOT TOO SILTY.
DEEP
TEST
D
TOPSOIL,
9"-30"
BROWN :SILTY
SUBSOIL
'0"-96."
DENSE SAND
AND STONES
LEDGE
NONE
MUTTLI'NG
30"
ROOT``
30"
WATT=
NONE
12
i Z
I J
I O
� I 1
l
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r
i
i
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CONN
��•'~Pi OF j K J . p41 _TfC,
• r
In . a
1
No. 9653
I''PIP f P4 `e,���Qflff
w6�
I+aI� 91 t7 A l N `0
�1r1isiu!!!!!!f F
.I I`IA NAE_T 14 �. � U
R PE_. 9,�a53
S 3
0
V) E.L. L_ O 1,4 _F�A l S F'._f-CF- L_
St C) F- OF- F4OU 5F-
(z
E(z (00' ►- )
DAFT E
jk S**d i
iw pa"r
orswhay
1. I
slaw or
8 are:'aSt SectiOn
72
I rte Sied grade
1 49 Vr�tt�
27 �o
a. _
brOKW, Stant Or
screevd grove!
SALE y` :td` STRAW
.Q .
t=INISHEL-#AA,_;)E
r
SALES TO DUIT'T
o .
TOW TAE R
6 •
3.
f '
fi" TOPSOIL B SEED
ON 2/15/91. PEFC,�TAT'ON RATE = 11.6 M,N.,'IN.
4.
ie
FLOW
3' LONG STAKES
SL. FT. RESERVE AREA ccF 1 ': RF i' = EEG S4 . FT.
2 EAC r- SALE
Y -
-
FOF A PUt•fPED RESERVE.
TAR PAPER -1 OR SALT HAY
_Z
TOTAL LENGTH = 22`_ L.F. EFFECTIVE LEACFINC AREA PROVIDE:,: -IS
225 X - 675 SQ, FT.
7.
TEEFEE LENGTH PROVI ED ARE: 4C, 48, 4C FT, T:: -AL 1-1E FT.
EFFECTIVE LEACHING AREA PRC'V-DEL _- 13E X i2 X 2._. = 68C Sk
&A
" •• ' AJ.1"
BROKEN STONE ORSCREENED
ALL LEACHINC TRENCHES ARE TC, BE INSTA.LLE" AFTER FILL HAS aEEN
BROUGHT UP TO FINAL GF.ADE.
GRAVEL_
A iOCO GALLON SEPTIC :'ANY SFALI. RE USE=
1 C .
�: •
�' DIA. PERF044ATED RIGID
FUEL OIL TANK TC BE IN BASEMEN?, OF 7L' FROM WELL.
12.
' •
PLASTIC PIP
AREAL AT THE DIRECTION OF THE SAN;TArIAN BEFORE COMMEN`jN0
04
►', ° .
WITH OPEN JOINTS
IN THE PRIMARY ANL- F.ESEFti,E AREAS.
13.
BENCHMAPK WILL BE RELOCATED TC SEPT:.. AREA W`H_. O!
' H'SF _
STAKED OUT.
14.
r • a
f 3 ► .f .>
,�
j. 6 MA.FGARET F. BCU%'IL'_E, B_,X ?_:, _ D _._'BROOK CONNE_T it"
0
TYPICAL
SECTION OF
LEAD II TRENCH
DECEMBER 198-1 HAROLD WELLING, EN-NEEF, NOR ^H,
N.T. S.
CONNECTICUT.
V) E.L. L_ O 1,4 _F�A l S F'._f-CF- L_
St C) F- OF- F4OU 5F-
(z
E(z (00' ►- )
DAFT E
jk S**d i
iw pa"r
orswhay
1. I
slaw or
8 are:'aSt SectiOn
72
I rte Sied grade
1 49 Vr�tt�
27 �o
a. _
brOKW, Stant Or
screevd grove!
SALE y` :td` STRAW
+C PYA FODU
SEPTic TAxx
PLAN
SECTION AT
TOE OF SLOPE
TOE VF
SL OPE
CONSTRUCTION N�, TES
1 . NC CHANGE
IN FLAN ELEVATIONS OR LOCATION SHALL BE MADE W "THOUT
NOTIFYING THE ENGINEER. AND THE INSPECTING AUTHORITY.
2. NO SOIL STRIPPIN=-3 OF. EXCAVATION SHALL BEGIN WITHOUT A ORE-
LIM:NARY INSPECTION AND BUILDINC PERMITS.
3. BENCHMARKS ANL CONTOURS WERE ESTABLISHED BY FIELD SURVIY.
4. A LICENSED, SEWAGE DISPOSAL SYSTEM INSTALLER SHALL OBTAIN A
PEP?".:T AND INSTAL THE SYSTEM IN ACCOFEANCE WITH THISPL}1N AN
CAL AN STATE r•E=ATIONS. HC?'EOWt.ER. MAY 0 HIS OWN WOR F"
P`' LAW.
`.
THE EN :NEER SHALL BE NOT FIEL PRIOR TO CONSTRUCTION 10 SET
GRADE kN_ OCATIC)', QTA.KES :OF. IL MATERIAL, AND, PIPING FOF
THE SEP_:C SYSTEM. AN FAS B_:LT SITE PLAN SHALL BE FRISPAREL
BY THE ENGINEER 1F IT IS REQ_'IREL OF THE HEALTH DISTFICT.
6. TriE H SEWER SHALL BE EXTRA hKAVY CAS: IRON HUB PIF WITS
R_'BBER ;;MFRES°ION GASKETS OF EQUAL APPRCV'ED PIPE ANL JOINT.
PIPING SHALL BE bEILEL IN A CDF.DANtiE WITH LOCAL REQUIREIIENTS.
PRECAST CONCRETE SEP^^TIC TANK SHALL BE 1,000 GALLONS t ITH A
_ .::ENCTH OF 4, :, C C PSI AFTEF 3C E A Y S .
8. PF E=AST CONCRETE DISTRIBUTION BCi_ES OR PLASTIC DISTRI4UTION
RC;XES SHALL BE 4-HC,L_ BOXES. LEACHING BET' LATERALS SP7L'L BE
4' PVC PERFORATE: P_T 'F AST". 1,3 OR D3034.
I
9. TU`rSOIL TC' BE STRIPPED AND STOPED PRIOR TO FILLING. FILL
MA-EF:A.L SHALL BE CLEAN BAhK.F t�' SAND OR GRAVE WITH N MORE
THAN 5% FINE MATER:AL ANC SHELL BE APPROVED BY THE 4EALTH
LISTF,.'_.. FILL SHALL. 2E PLACE-- :N £" LIFTS AND COM,-ACJE., TC
90% CF !+_'XIML?N. LE'NSITY. STONE OF GRAVEL IN LEACHING BEL SHALL
BE " NOMINAL SIZE.
?0. INSPECTION OF SEPTI. SYSTEM SHALL BE MADE WITHIN 48!H012RS
PFOVIDE: THAT THE INSPECTOR. IS NOTIFIED BY THE CONTRACTOR IN
A TIMELY MANNER:.
1.. -ALL _ _tR.bEL AREAS TO BE GF:ADED, LOAMED, AND SEEDED AS SOON
AS POSSIBLE AFTER CONSTRUCTION. SEE EROSION CONTROL NOTES.
I2. -WIZF NAL GRADING SHALL ALLOW WATEF TO FLOW AWAY FR M THE
LEACHING F:ELD AND ROUSE. a
13.LOW FLOW FIXTURES AND/OF: WATER RESTR:CTIflN DEVICE ARE
RECOMMENDED FOR THE TUB/SHOWER, LAVATORY, TOILET, AND K TCHEN
SINK.
.Q .
I.
r
SALES TO DUIT'T
o .
TOW TAE R
6 •
3.
PERCOLATION TEST ANn SOILS DATA TAKEN PY PUDELEF ENGINES INC
ON 2/15/91. PEFC,�TAT'ON RATE = 11.6 M,N.,'IN.
4.
ie
FLOW
3' LONG STAKES
SL. FT. RESERVE AREA ccF 1 ': RF i' = EEG S4 . FT.
2 EAC r- SALE
Y -
+C PYA FODU
SEPTic TAxx
PLAN
SECTION AT
TOE OF SLOPE
TOE VF
SL OPE
CONSTRUCTION N�, TES
1 . NC CHANGE
IN FLAN ELEVATIONS OR LOCATION SHALL BE MADE W "THOUT
NOTIFYING THE ENGINEER. AND THE INSPECTING AUTHORITY.
2. NO SOIL STRIPPIN=-3 OF. EXCAVATION SHALL BEGIN WITHOUT A ORE-
LIM:NARY INSPECTION AND BUILDINC PERMITS.
3. BENCHMARKS ANL CONTOURS WERE ESTABLISHED BY FIELD SURVIY.
4. A LICENSED, SEWAGE DISPOSAL SYSTEM INSTALLER SHALL OBTAIN A
PEP?".:T AND INSTAL THE SYSTEM IN ACCOFEANCE WITH THISPL}1N AN
CAL AN STATE r•E=ATIONS. HC?'EOWt.ER. MAY 0 HIS OWN WOR F"
P`' LAW.
`.
THE EN :NEER SHALL BE NOT FIEL PRIOR TO CONSTRUCTION 10 SET
GRADE kN_ OCATIC)', QTA.KES :OF. IL MATERIAL, AND, PIPING FOF
THE SEP_:C SYSTEM. AN FAS B_:LT SITE PLAN SHALL BE FRISPAREL
BY THE ENGINEER 1F IT IS REQ_'IREL OF THE HEALTH DISTFICT.
6. TriE H SEWER SHALL BE EXTRA hKAVY CAS: IRON HUB PIF WITS
R_'BBER ;;MFRES°ION GASKETS OF EQUAL APPRCV'ED PIPE ANL JOINT.
PIPING SHALL BE bEILEL IN A CDF.DANtiE WITH LOCAL REQUIREIIENTS.
PRECAST CONCRETE SEP^^TIC TANK SHALL BE 1,000 GALLONS t ITH A
_ .::ENCTH OF 4, :, C C PSI AFTEF 3C E A Y S .
8. PF E=AST CONCRETE DISTRIBUTION BCi_ES OR PLASTIC DISTRI4UTION
RC;XES SHALL BE 4-HC,L_ BOXES. LEACHING BET' LATERALS SP7L'L BE
4' PVC PERFORATE: P_T 'F AST". 1,3 OR D3034.
I
9. TU`rSOIL TC' BE STRIPPED AND STOPED PRIOR TO FILLING. FILL
MA-EF:A.L SHALL BE CLEAN BAhK.F t�' SAND OR GRAVE WITH N MORE
THAN 5% FINE MATER:AL ANC SHELL BE APPROVED BY THE 4EALTH
LISTF,.'_.. FILL SHALL. 2E PLACE-- :N £" LIFTS AND COM,-ACJE., TC
90% CF !+_'XIML?N. LE'NSITY. STONE OF GRAVEL IN LEACHING BEL SHALL
BE " NOMINAL SIZE.
?0. INSPECTION OF SEPTI. SYSTEM SHALL BE MADE WITHIN 48!H012RS
PFOVIDE: THAT THE INSPECTOR. IS NOTIFIED BY THE CONTRACTOR IN
A TIMELY MANNER:.
1.. -ALL _ _tR.bEL AREAS TO BE GF:ADED, LOAMED, AND SEEDED AS SOON
AS POSSIBLE AFTER CONSTRUCTION. SEE EROSION CONTROL NOTES.
I2. -WIZF NAL GRADING SHALL ALLOW WATEF TO FLOW AWAY FR M THE
LEACHING F:ELD AND ROUSE. a
13.LOW FLOW FIXTURES AND/OF: WATER RESTR:CTIflN DEVICE ARE
RECOMMENDED FOR THE TUB/SHOWER, LAVATORY, TOILET, AND K TCHEN
SINK.
10cDO G A.L_ . -F.tv K
AF E ,d. -
l33, 81 Cot SCI. FT.
?
I 3.0 -7± A -C R'E S
L.Oc A,T t O N1 o f F- U T U GZE
PISI�(P CF1.�MBETt
FoR FzESE�vE�
OL -D sNaL_L_Ow WE -L -L
To SE DE_"clI_t SHED
A. - tD F -I L -LED
:• Copc PATIO BLOCK
Or' ItANNOo.E cOarEA
Gin VALVE
UNION
-C7ifCK VALV E
PUM
a b B �, �.
-
8s
75
70
-A- 3E.PARATE A►L.,ARM LjME (NiCT ON ROMP CIRCUIT)
--E- ELECTRICAL. POWER (SEPARATE 15 A Vi CRi'CU , Wm GW>JftV FAULT PROTEC M i
PUMP To TBE GaULDS MODE MR - 3QSi ( 1/2 "OftSE POW,", S&*Ga P"ASE, 1750 RPM)
WTm ALS 2-t DIAP41 M LIOVI D L,.EVU CCWTROL "TCH Yin Y ON Pi_E�.:
ALARM TO BE 14104 L)OU11D LEVEL ATL ARYL AI,.34- t , MTS tM
WEItCUOrY LEVE,,_ CONTW - FLOAT AL3 A � It'�diC? t3fJ R
90
85
80
75
-70
S E.PT 1C. `I -A N tG
DE -[Z. 1= 'O U Ka D -7,'_p.-75
-0 SE'F'TIC TA,.Kj< -7&. Z-5
OF SEPT%C TA.,Nt<_ 7&.00
'ER -rR_F_ iCH -75.80
i
!I
I
IF= L1Tt p_F-- CRE�ERVE1j
JPUMP GHta.Mt3ER
SEPTIC TA,,�JK &- D BOX. SECTION
SC -A -L -F: HORtiZ I"- 2O' VF -W, -T- C' 4'
F IiJ15►tED GRADE E 2.Co 80.3 78.Co 7<p.8 7Ca.o 7S1 -74.Z
NOTES
a
I.
SEWAGE DISPOSAL SYSTEM DESIGNED USING THE 1986 HEALTH CODE AND
77.3 75.8 75 -CD -74.1 73.Z.
1982 TECHNICAL STANDARDS.
2.
HOUSE IS A THREE (3) BEDROOM WOO-, FRAME STRUCTURE.
3.
PERCOLATION TEST ANn SOILS DATA TAKEN PY PUDELEF ENGINES INC
ON 2/15/91. PEFC,�TAT'ON RATE = 11.6 M,N.,'IN.
4.
PERCOLATION DESIGN FATE = 10 -IC' MIN N. THE SQ. FT.,OF
EFFE _T: VE AREA REQUI RED FOP THE DESIGN RCOLATI Ota RATE I Ss 60
SL. FT. RESERVE AREA ccF 1 ': RF i' = EEG S4 . FT.
5.
DESIGN TO 3' WIDE TFENCHES FOR. FR:MARY ANETEEPEE GALL --I:._-
FOF A PUt•fPED RESERVE.
6.
3' _EAC'; TREI'CH LENGTH PRC',:::^EL A E: `` 55 `_` ANL E:
TOTAL LENGTH = 22`_ L.F. EFFECTIVE LEACFINC AREA PROVIDE:,: -IS
225 X - 675 SQ, FT.
7.
TEEFEE LENGTH PROVI ED ARE: 4C, 48, 4C FT, T:: -AL 1-1E FT.
EFFECTIVE LEACHING AREA PRC'V-DEL _- 13E X i2 X 2._. = 68C Sk
FT.
8.
ALL LEACHINC TRENCHES ARE TC, BE INSTA.LLE" AFTER FILL HAS aEEN
BROUGHT UP TO FINAL GF.ADE.
9.
A iOCO GALLON SEPTIC :'ANY SFALI. RE USE=
1 C .
WATER SERVICE TO BE r R 'VILE:` FROi! C'N SITE WELL.
1.
FUEL OIL TANK TC BE IN BASEMEN?, OF 7L' FROM WELL.
12.
ADDITIONAL REEF' TESTS MAY BE - G :N THE PRIMARY AND REE:::RVE
AREAL AT THE DIRECTION OF THE SAN;TArIAN BEFORE COMMEN`jN0
SEPTI.. SYc^.'Er' CONSTRUCTION T;, INS;.'RE THA. SUITABLE SO:_ EX:8'TS
IN THE PRIMARY ANL- F.ESEFti,E AREAS.
13.
BENCHMAPK WILL BE RELOCATED TC SEPT:.. AREA W`H_. O!
' H'SF _
STAKED OUT.
14.
BOUNDARY BASES' ON SUBDIVISION PLAT: SH 1w:NG PROPERTY OF E: -,AF -
j. 6 MA.FGARET F. BCU%'IL'_E, B_,X ?_:, _ D _._'BROOK CONNE_T it"
HAPTr M1..7 NP. �N'A-L BANK & Ti; "- A2 ` TRUFTEEC, HAr "F"t^L
CONN., LYNCH. .,aT RGAD., MONTILL _�N' ECTICUT. SCALE _
DECEMBER 198-1 HAROLD WELLING, EN-NEEF, NOR ^H,
CONNECTICUT.
15:
S_T_i0 JE�WA.LL W?-`HtKZ.0' OF PTWLIMARZ,/ SEPTtL
51/5 -EM TO SE RE MOVED BY
4" (Mttii)
10cDO G A.L_ . -F.tv K
AF E ,d. -
l33, 81 Cot SCI. FT.
?
I 3.0 -7± A -C R'E S
L.Oc A,T t O N1 o f F- U T U GZE
PISI�(P CF1.�MBETt
FoR FzESE�vE�
OL -D sNaL_L_Ow WE -L -L
To SE DE_"clI_t SHED
A. - tD F -I L -LED
:• Copc PATIO BLOCK
Or' ItANNOo.E cOarEA
Gin VALVE
UNION
-C7ifCK VALV E
PUM
a b B �, �.
-
8s
75
70
-A- 3E.PARATE A►L.,ARM LjME (NiCT ON ROMP CIRCUIT)
--E- ELECTRICAL. POWER (SEPARATE 15 A Vi CRi'CU , Wm GW>JftV FAULT PROTEC M i
PUMP To TBE GaULDS MODE MR - 3QSi ( 1/2 "OftSE POW,", S&*Ga P"ASE, 1750 RPM)
WTm ALS 2-t DIAP41 M LIOVI D L,.EVU CCWTROL "TCH Yin Y ON Pi_E�.:
ALARM TO BE 14104 L)OU11D LEVEL ATL ARYL AI,.34- t , MTS tM
WEItCUOrY LEVE,,_ CONTW - FLOAT AL3 A � It'�diC? t3fJ R
90
85
80
75
-70
S E.PT 1C. `I -A N tG
DE -[Z. 1= 'O U Ka D -7,'_p.-75
-0 SE'F'TIC TA,.Kj< -7&. Z-5
OF SEPT%C TA.,Nt<_ 7&.00
'ER -rR_F_ iCH -75.80
i
!I
I
IF= L1Tt p_F-- CRE�ERVE1j
JPUMP GHta.Mt3ER
SEPTIC TA,,�JK &- D BOX. SECTION
SC -A -L -F: HORtiZ I"- 2O' VF -W, -T- C' 4'
F IiJ15►tED GRADE E 2.Co 80.3 78.Co 7<p.8 7Ca.o 7S1 -74.Z
81 3
79.0
77.3 75.8 75 -CD -74.1 73.Z.
f50JT7-UP4 OF- ''"VIE
79.,3
77.5
75.8 '74.8 74.0 73.1 72.z
F -t NtSHE � G(Zp.DE
af
TRE:NCH SECT ION ,�•.-,�..
ScA.t_E: HORiZ. C' 20' V><RT. i"= 4'
fj(j{�� n �- PLY 4 t
Lk
SCALEar
SEPTIC SYSTEM DESIGN III
20`
PREPARED FOR BY
K. J. P.
STEVE & ROXANNE KELSER CHECKED
DATE
LYNCH HILL RD. MONTVILLE, CONN 3-6-9I
�= I LE N C, ryUDELER ENGINEERING�SHEET NO.
MTV- I MANCHESTER, CO E T T I of I