HomeMy WebLinkAboutPlanN/F
MICHAEL uENNE TRUSl
747 PEOuOTAVE
NEW LONDON, CT 083
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17' w/F
'-~~ ~ | MICHAEL uENNE TRUSTEE
747 PEOU0T AVE
NEW LONDON, CT 08320
AREA=1 3.683 Sq. Ft.
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MICHAEL I|NNE TRUSTEE
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747 PI OUOT AVE
NEW LONnUN, CT 06320
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IBENCHMARK: NAIL SET IN POLE
ISNET 3949 ELEV- 94.56
�;TONE WALL
PROPERTY UNE
yTREETUNE
|x|3TING CONTOUR
PROPOSED CONTOUR
APPROXIMATE DEEP TEST PIT LOCATION
APPROXIMATE PERC TEST LOCATION
UTILITY POLE
BUILDING SETBACK UNE
THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES
MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL
P0/NTS OF COURSE INDICATED
THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF
THIS PLAN ARE NOT vwuD WITHOUT THE EMBOSSED SEAL AND
SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN,
' JOB# OLD VAULT 06-112
104
102
188
96
Ru_ |O` BEYOND LEACHING
SYSTEM SHALL 8E NO
HIGHER THAN T(1z
OF LEACHING S}STEM
EXISTING GROUND
ELEVATION
TP i
0-3" TOPSOIL
3-29' BROWN SANDY
LOAM W/STONES
29-73' GREY WED' COMPACT
SANDY DLL W/ST0NE
REFUSAL *# 73^
NO WATER
MOTTLING @ 38^ (POSSIBLE)
5wET
3950
PERCOLATION TEST
1/7/09 BY GARY J, WINALSKI, PE
PERC I - 54~ DEEP
PRESOAK 8:40 xW
TIME READING
8'40 21 1/2"
A'�n �� 1/o^
SANITARY DESIGN CRITERIA
A. PROPOSED THREE BEDROOM STRUCTURE. NO TUBS GRE -TER THAN 100
GALLONS IN SIZE.
B. lOOO GALLON TWO COMPARTMENT SEPTIC TANK REOU|R�U
BY CODE AND PROVIDED.
C. MINIMUM LEACHING SYSTEM SPREAD:
HF = 28. GRADIENT BFrWEEN 3.1 - 4.0%
RESTRICTION HETVNEEN 38.1 TO 42~
FF = 1.5. THREE BEDROOM HOME
PF = 1'5. PERC RATE U|TWEEN 10.1 - 20.0 MIN./INC/
MLSS = HF X FF X PF = 28 X 1.5 X 15 = 83'
O. EFFECTIVE LEACHING AREA REQUIRED PER CODE 675
E. MANTIS 538-8 18^ HIGH LEACHING SYSTEM SELECTED FOR LEACHING SYSTEM DESIGN.
EFFECTIVE LEACHING AREA REQUIRED PER CODE: 11.0 �F.
MINIMUM LENGTH OF LEACHING TRENCH REQUIRED: 675,11 8.F./L.F.=61.36'
F. EFFECTIVE LEACHING AREA PROVIDED:
85' (13-5` SECTIONS)
85' X 11 3.F./L.F.=715 S.F.
C. 100% RESERVE AREA PROVIDED
ONE 35' LENGTH
ONE 30' LENGTH
SANITARY INVERT AT FOUNOAOON: /02.00
(
INLET ---�-
2/3 REOuIREU--^^~|
CAPACITI
| oLE
W1 WELL 17" TILE
INSPECTION --\
OPENING
A OUTLET
611
Ij
LIQUID MID -DEPTH OUTLET
DEPTH []CONNECTIOIIFILTER DEVICE
`[~- |/J REQUIRED
/ rApArnv
'
� -_-'----------------_-_-------'-~_ __- �orw moTom�ATsr
4 TIMES WID11-1 OR DEPTH
K�4.KJT|c� ,�36--8 CROSS SEC-F|(lKJ
_
OEEP TEST PIT PEHCOLxUUN TEST DATA
WITNESSED AND RECORDED BY UNC'i,S HEALTH DISTRICT 9/30
TP 2
O-3' TOPBOL
3-3l" BROWN SANDY
LOAM W/STONES
31-85" GREY WED. COMPACT'
SANDY TILL W/ST0NE
NO REFUSAL
NO WATER
NO MOTTLING
PERC 2 - 35^ DEEP
PRESOAK 8:45 mm
TIME READING
8:45 17 |/2^
`u `/A'
TP 3
0- T' TOPSOIL
3-24^ BROWN SANDY
LOAM
24-A4^ GREY MED. COMPACT
BANDY TILL W/SR]NE
NO xEFUSAL
NO W,TEH
NO MOTTLING
TP 4
0-4' TOPSOIL
4-39' BROWN SANDY
LOAM W/3TUNE8
39-84^ GREY WED. COMPACT
SANDY TILL W/ST0NE
NO REFUSAL
NO WATER
MOTTLING @ 39^ (POSSIBLE)
ADNDdNAL PERCOLATION TEST
08'--)(-RVED BY UNCAS HEALTH DISTRICT ON 2/20/07
PERC A -
MIN. SLOPE = 1/4' PER F[ )
PERC B -
1000 GALLON
TWO COMPARTMENT SEPTIC TANK
9:54 AW
INVERT IN
/80./5
xw|
INVERT OUT
100.50
READING
12' - 4" DIA.
SDR 35 PVC PIPE
11:11
^D^ BOX
n' W)
=r
INVERT IN:
lOO.*O
'
INVERT OUT:
10O.20
g
�� 35' LONG &c
30' UuwG MANTIS 536-8 LEACHING SYSTEM
11'51
'
BOTTOM OF
LEACHING SYSTEM ELEV.= 98-70
INLET ---�-
2/3 REOuIREU--^^~|
CAPACITI
| oLE
W1 WELL 17" TILE
INSPECTION --\
OPENING
A OUTLET
611
Ij
LIQUID MID -DEPTH OUTLET
DEPTH []CONNECTIOIIFILTER DEVICE
`[~- |/J REQUIRED
/ rApArnv
'
� -_-'----------------_-_-------'-~_ __- �orw moTom�ATsr
4 TIMES WID11-1 OR DEPTH
K�4.KJT|c� ,�36--8 CROSS SEC-F|(lKJ
_
OEEP TEST PIT PEHCOLxUUN TEST DATA
WITNESSED AND RECORDED BY UNC'i,S HEALTH DISTRICT 9/30
TP 2
O-3' TOPBOL
3-3l" BROWN SANDY
LOAM W/STONES
31-85" GREY WED. COMPACT'
SANDY TILL W/ST0NE
NO REFUSAL
NO WATER
NO MOTTLING
PERC 2 - 35^ DEEP
PRESOAK 8:45 mm
TIME READING
8:45 17 |/2^
`u `/A'
TP 3
0- T' TOPSOIL
3-24^ BROWN SANDY
LOAM
24-A4^ GREY MED. COMPACT
BANDY TILL W/SR]NE
NO xEFUSAL
NO W,TEH
NO MOTTLING
TP 4
0-4' TOPSOIL
4-39' BROWN SANDY
LOAM W/3TUNE8
39-84^ GREY WED. COMPACT
SANDY TILL W/ST0NE
NO REFUSAL
NO WATER
MOTTLING @ 39^ (POSSIBLE)
ADNDdNAL PERCOLATION TEST
08'--)(-RVED BY UNCAS HEALTH DISTRICT ON 2/20/07
PERC A -
18^ DEEP
PERC B -
/8^ DEEP
pREsO*wED
9:54 AW
PRESOAK
9:50 AM
xw|
READING
TIME
READING
11:10
21P
11:11
2"
n' W)
=r
, .. ".
= � ^=^
NOTE: CLEANOUT MANHOLES AND ALL BAFFLED |NSPECT!�wa���
SHALL BE u3CxTFo AT A DEPTH NOT GREATER T�ww 12^ BELOW
FINAL GRADE.
SEMIC
Tl\�JL� [l��-7�|/
���_/ / /�� /��/v/` �/�_/r�/�_
APPENDIX B
APPROVED SEPTIC TANK
OUTLET FILTERS
INTERNAL OUTLET FILTERS
MANUFACTURER
ORENCO SYSTEMS
TnOR8BY8' BOWmE
TUF-TiTE
UNITED CONCRETE CO,
ZABEL
MODEL
FT0444-38 T085* -36
FT254-38 FD5*-38
SAw|TEE
EF -4
PL -/22
A7oO A18Oo
A300 x18C�,
A108-mP A.800-mP
A300-n|P A) 800 --HIP
ZONING COMPLIANCE TABLE
REQUIRED PROVIDED
FRONT YARD SETBACK 75' 77
SIDE YARD SETBACK 15' 17'
REAR YARD SETBACK 75' 76'
'
SCALE: '1"=2C H(}F�|Z. � 1`2' = VERT. 9:00
''-''-----''- -'- --'E'~^ e`=°/
25~
9.05
20 ^
/1.30
7^
..._
11:31
_
8 1/4"
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u�����u��� �� ��cu���^����u�
-
9:10
Q'�O
26 ^
27
9:15
�'2�
21 ^
�2 3
11: 40
11'5O
8^
11:41
8 l' ^
LAND SURVEYORS � PLANNERS
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11'51
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P.O~
BOX 335
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28 3/*^
9:35
22 3/4"12�OO
10^
1�D1
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-
"CERTIFY"
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Q: 45
24 ]/*^
12:10
11^
1�11
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1641 ROUTE120�4U
`--
THE WORD IS UNDERSTOOD TO BE mm EXPRESSION O
GALES FERRY, CT' 06335PERC.
OPINION-' THE WHICH^IS RATE:
8.0 MIN' --)/INCH
PERC.
RATE: 10.0 MINS/INCH
DESIGN LEACHING SYSTEM
FOR A PERC RATE OF 10.1 TO 20.0 MIN -/INCH
464-745
"
BASED ON HIS DR HER BEST KNOWLEDGE, |NF�J'RMATION AND BELIEF. FAX 464-5028
AS SUCH IT CONSTITUTES NEITHER GUARANTE[ OR WARRANTY. EMAIL: O| ` . ' D| ERCSNET.NET
GENERAL NOTES_
i BOUNDARY INFORMATION FROM LEGAL DESCRIPTION.
2. THIS LOT WAS TOPOED /N THE AREA OF THE HOUSE AND SEPTIC SYSTEM AND A
BBNCH MARK 3[T BY DIETER & GAHDNER. INC. LAND SURVEYORS IN DECEMBER 2000.
3. AT THE TIME OF THIS DESIGN THERE WERE NO EXISTING WELLS WITHIN 75' OF THE
PROPOSED SEPTIC SYSTEM AND THERE WERE NO EXISTING SEPTIC SYSTEMS WITHIN 75'
OF THE PROPOSED WELL LOCATION.
4. TOPSOIL OR ORGANIC MATERIAL BELOW THE TOP OF THE LEACHING SYSTEM SHALL
BE REPLACED WITH SELECT RLL "SELECT FILL MATERIAL", PLACED WITHIN AND
ADJACENT TO PROPOSED LEACHING AREAS SHm-i BE COMPRISED OF CLEAN SAND
AND GRAvEL, FREE FROM ORGANIC MATERIAL AND DELETERIOUS SUBSTANCES. THE
RLL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE
APPROVED BY A PROFESSIONAL. ENGINEER FOR USE WITHIN THE LEACHING AREA:
l. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN
THREE INCHES.
2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE
MAY BE RETAINED ON THE #4 SIEVE. THIS IS THE GRAVEL PORTION
OF THE SAMPLE.
3. THE MATERIAL THAT PASSES THE #4 S|[vE IS THEN REWE|GHED
AND THE SIEVE ANALYSIS STARTED.
4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADUATION
CRITERIA:
'""zo '°"°
#00 70%-100% 70%-100%
1O7* -5O%* 10%-75%
#100 0%-20% 0%-5%
#200 O%- 5% 8%-2.5%
*PERCENT PASSING THE #40 SIEVE CAN HE INCREASED TO NO GREATER THAN
75%|r THE PERCENT PASSING THE #100 S|cwc ooEs NOT EXCEED 10% AND
THE #200 SIEVE DOES NOT EXCEED 5%.
THE LICENSED INSTALLER IS RESPONSIBLE FOR pxEPAn|wo THE LEACHING AREA WITH
NECESSARY SELECT FILL. THE TOPSOIL IN THE [cACn|wQ SYSTEM AREA MUST BE
REMOVED AND THE SUBSOIL SCARIFIED PRIOR TO SELECT FILL PLACEMENT UNLESS
OTHERWISE DIRECTED BY THE OES|Qm ENGINEER. THE INSTALLER SHALL TAKE
NECESSARY STEPS TO PROTECT THE UNDERLYING NATURALLY OCCURRING SOIL FROM
OVER COMPACTION OR DAMAGE. SELECT FILL SHALL EXTEND x W|m|MuM OF FIVE (5)
FEET LATERALLY |N ALL DIRECTIONS BEYOND THE OUTER PERIMETER Or THE LEACHING
SYSTEM.
THE ooww|ss|owER uFPUBLIC HEALTH wuSr Appnove wxwupAoTunEo FILL. nocw USED
TO PRODUCE MANUFACTURED FILL MUST HAVE x LOSS OF xBHxS|OM OF NOT MORE THAN
50% USING AaSnTD METHOD T-96. SUPPLIERS or MANUFACTURED FILL MUST MAKE
APPLICATION FOR APPROVAL To THE CUww|SS|owEe OF PUBLIC HEALTH. OOCuwEmTxT|ow
MUST BE SUBMITTED ON THE QUARRY OPERATI8w, AND PRODUCTION PROCESS. FILL
SPECIFICATIONS (GRADUATION, PERMEABILITY, ETC.) AND A NARRATIVE OF T*E0uAuTY
oownRoL/OuAurYASSuHxwos pRoonAw MUST ALSO BE |moLuoEo. THE wAwurAorumso
RLL PRODUCERS wusT PROVIDED xmmuaL PRODUCT REGISTRATIONS TO THE COMMISSIONER
OF PUBLIC HEALTH.
5. PERFORATED FOUNDATION DRAINAGE SHALL BE LOCATED A w|w|MuW DISTANCE OF
25' FROM THE SEPTIC SYSTEM. A RODENT PROOF COVER SHALL BE PROVIDED AT
THE FOUNDATION OUTLET DRAIN AT "DAYLIGHT"- THE FOUNDATION OUTLET DRAIN
SHALL BE LOCATED NO CLOSER THAN 10` FROM THE SEPTIC SYSTEM AND SHALL
MEET TABLE 2-C OF THE CODE. URA}m3 INSTALLED AROUND INSIDE PERIMETER
OF FOUNDATION FOR FUTURE SUMP PUMP PROVISION IF NECESSARY.
B. PRIOR TO FOUNDATION INSTALLATION AND SUBSEQUENT TO LOT CLEARING, THE
FOUNDATION AND SEPTIC SYSTEM SHALL BE STAKED OUT AND GRADES ESTABLISHED BY
A LICENSED LAND SURVEYOR.
7. APPLICANT: GREEN FALLS ASSOCIATES LEC
P.O. BOX 335
CALES FERRY, CT 08335
(880) 464-7455
8. ENGINEER: GARY J. vNNALSK|
C/O DIETER & QARONER. INC
P.O. BOX 335
GALES FERRY, CT 06335
(880) 464-7455
mu�r
UNCxS HEALTH D|STR|CTPR|OR TO INSTALLATION OF THE SEPTIC SY3TEW.
10- LUT|S 910 FEET VN0E IN ACCORDANCE WITH SECTION 4.1-3.8 OF THE ZONING
REGULATIONS SUM OF BOTH SIDE YARDS IS 33% OF LOT WIDTH. 31 FEET REQUIRED
AND PROVIDED.
IP f?. 0 IP C) S 1E ID ]F -I 0U S IE° W IE 1, IL, 1-3_�1'\7 IE
A.����
S 1E Gx- 1E D@FSIPOSAE S�VSrr]EM
07IP F?. 0 IP IE IR rr~y 0 IF
4�]��E I E 1N,-; IFAEES A S S 0 C I A rr 1E SE' ��1, C
C 11 IIE IR IRv ��A. TINT IE
m0T%*T"r v][]LL'1E, C0l�.T]N-T]EC rr][Cl[-Trr
SCAI.lE: 1"201'
1E) EC C IEM F3 IE IR 2011
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20--300b--i
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
STANDARDS FOR SURVEYS AND MAPS IN T'HE STATE OF CONNECTICUT" AS ENDORSED BY THE
CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. IT IS AN IMPROVEMENT LOCATION SURVEY
BASED ON A DEPENDENT RESURVEY CONFORMING 1-0 HORIZONTAL ACCURACY CLASS A-.-2' A
TOPOGRAPHIC SURVEY BASED ON TOPOGRAPHIC ACCURACY T-2..
TO MY KNOWLEDGE �ND LIEF, THIS MAP IS SUBSTAN'IIALLY CORRECT AS NOTED HEREON.
11 TLE: 'LAND SURVEYOR CT No. 14208
OxT2 D�CEwBER 8. �o)�