HomeMy WebLinkAboutPlot Plan4p8.. , •
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SET
o '
GRAVEL
DRIVE /
N4'0°41'23"W
22.8.,1'
SE �.
WELL ` \ ` ` . \ PROPOSED
1 ADDITION
(14'x26')
APPROXIMATE
LOCATION OF
��
SEPTIC AREA
NSF
\ DIAMANTINI FAMILY
\ LIVING TRUST
VOL. 514 PG. 217
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PROPOSED X16o
WELL r�
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CONCRETE \
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LI(HT
N/F
ROBERT CHALIFOUX
SANDRA L. CHAILFOL
THERE ARE NO EXISTING WELLS OR
SEPTIC SYSTEMS WITHIN 75' OF
THIS PROPERT� LINE
EXISTING WELL TO BE ABANDONED
/IN ACCORDANCE' WITH THE
CONNECTICUT PUBLIC HEALTH CODE
\ EXISTING SHEb
i TO BE REMOVED
1
SEPTIC TANK
fi 1 b� INV!"IN-402.00
WELL 0 *. OUT -401.75
? 0 D� ,/(SEE DETAIL)
f
"{ .i- f j SODS' D -BOX
- TIE INTO EXI5 INV. IN -40 70
OUITLET PIPE
} 28L "PT�IC� INV. OUT -4 .60
,(A D1785 ' f LIMITS OF
0 IP
- _ LF-47PV �0 DESIGN FILL REC. '
ism (SD '35
,
= r tin 35LF OF 30" MANTIS 430-10
�►' / W/TOP DISTRIBUTION PIPE
S BEI CHMARK ' : ' / �(0 (7) 5' SECTIONS
c; p1 S'IICE%' �� /` i� EXISTING GRADE @ SYSTEM - 402.0
»[. x405:60 ;
29' BOTTOM OF SYSTEM (MODULE)- 399.50
Safi • �� / / .' INV. 4" TOP DISTRIBUTION PIPE - 400.50
(SEE DETAIL & REFER TO MANUFACTURERS
DESIGN & INSTALLATION GUIDELINES)
' �r S29008'54"E
T1 i I� SET 12'+
4
SO
l
PROPERTY LINE IS
EDGE OF LAKE - 42'-4-
r'
WIN N59°59'00"W
SET �� 5'±
OXOBoxo LAKE
,r
SOIL TEST IATA
KNOCKOUT INLET AND
OUTLET OPENINGS
x
CV
EROSION AND SEDIMENT CONTROL PLAN:
SOILS TESTING 'TAKEN ON APRIL 14, 2011
MLSS DATA
WITNESSED BY MIKE KIRB`it' - UNCAS HEALTH DISTRICT
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
2 BEDROOM RESIDENCE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
SLOPE -23%
AND SEPTIC SYSTEM.
TH# 1 - 0"-11" - FILL
PERC RATE -1" IN 9.2 MIN.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED.
11 "-24" -TOPSOIL
RESTRICTIVE LAYER - 49"
3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
24"-80" -SAND &GRAVEL
(H F)10 x (FF)1.0 x (PF)1.2 =12'
WITH HAYBALES OR SILT FENCE.
MLSS REQUIRED -12'
4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
WATER @ 75", MOTT. @ 60", NO LEDGE
MISS PROVIDED - 35'
5. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
2 BEDROOM HOUSE REQUIRES 375 S.F,
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
OF EFFECTIVE LEACHING AREA
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
USE 35LF- (7) F LONG MANTIS 430-10 UNITS
CAN OCCUR.
(35 x 11.0 = 385 S.F.)
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
USE 1,000 GAL. 2 COMPARTMENT SEPTIC TANK
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
TEST
W/ OUTLET FILTER DEVICE
MEASURES THROUGHOUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WITNESSED BY MIKE KIRBY - UNCAS HEALTH DISTRICT
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TEMPORARY VEGETATIVE COVER:
PERC# 1
DEPTH - 32"
MULCHES APPLICATION RATE NOTES
TIME
PER 1000 S.F.
0-241/401 35 - 31"
STRAWMAY 70-90 lbs. FREE FROM WEEDS
5 - 26 1/4!' 40 - 313/4"
AND COARSE MATTER
10 - 27 1/2" 45 - 32 1/4"
15 - 28 3/4" 50 - 32 3/4"
20-29 1/4" 55 - 33 3/8"
WOOD CHIPS 185-275 lbs. FREE OF COARSE MATTER
25-3011 60 - 33 7/8"
AIR DRIED, TREAT WITH
30 - 30 1/2"
PLANTING SCHEDULE: 121bs NITROGEN / TON
PERC RATE: 1 INCH IN 9.2 MIN.
SEEDING DATES:
APRIL I ------- JUNE 15
AUGUST 1 ------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
2X2 5/8 16 GA. WIRE MESH
1 1/2"
7n
+I
-L-
`Y' FILTER
• I
FABRIC
_ POST ANGLE 100 UP SLOPE
s I FOR STABILITY AND
SELF CLEANING
a
Cn
i
00 COMPACTED ����\,\ \y�
tet-- a BACKFILL ca
a
N �nl
IL SILT FENCE
NOT TO SCALE
STANDARD D -BOX
NOT TO SCALE
USE THREE WIRE HOOPS PUSHED INTO CONNECTION MODULE
AND MODULES BEFORE AND AFTER CONNECTION MODULE AS SHOWN
ONE 1" DIAMTER HOLE DRILLED
AT THE 6:00 POSITION
AT EACH CONNECTION MODULE
AFTER DRILLING 1" DIAMETR HOLE, INSTALL HOOPS AND
COVER WITH SUPPLIED GEOTEXTILE FABRIC.
PLACE SAND ON TOP TO SECURE FABRIC IN PLACE
CONNECTION MODULE MARKED
WITH WHITE STRIPE
12" SUPPORT MODULE
`- 4" DIAMETER INTERNAL
DISTRIBUTION PIPE
HOLES ARE PRE -DRILLED
AT 5:00,7:00 AND 12:00 POSITIONS
*NOTE: REFER TO MANUFACTURERS INSTALLATION AND GUIDELINES MANUAL
WHEN PREPARING TRENCH AND CONNECTING UNITS
MANTIS 430-10
DISTRIBUTION PIPE CONNECTION
12" INVERT
SAND FILLED SLIGHTLY SHORT TO
TOP OF 12" SUPPORT MODULES
PROTECT WITH FABRIC AFTER INSTALLED THEN BACK
FILL WITH ADDITIONAL SAND AROUND AND OVER PIPE
CAST
CONCRETE COVERS
PLAIT
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
4 x 4 12.61 12.6 GA. WIRE MESH
171/2" r 6 x 6 6/6 GA. WIRE MESH
INI Ea
' 3" VENT---`- OUTLET
''. LIQUID LEVEL --'e _ +
�c CONTINUOUS HOT a t _
O1TLET
ASPHALT SEAL ! DE CE
4" SCHED. X40
�. i
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT
SEPTIC TANK
NOT TO SCALE
DESIGN NOTES:
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED,
LEACHING SYSTEM CONSTRUCTION NOTES:
I. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO.4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO.4 SIEVE.
C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 #10 #40 #100 #200
%PASSING: 100 70-100 *10-50 0-20 0-5 WET SIEVE
% PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE
* PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%,
2, DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT.
3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED.
SEPTIC SYSTEM CONSTRUCTION NOTES:
1 • CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA.
B. EXCAVATE 42" WIDE TRENCHES AND PREPARE SURFACE.
C. PLACE MANTIS UNITS IN TRENCH. REFER TO MANUFACTURERS
DESIGN AND INSTALLATION GUIDELINES FOR INSTALLATION.
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING,
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED.
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5• THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. THE BOTTOM OF THE LEACHING GALLERIES SHALL BE SET A MAXIMUM OF
30" INTO EXISTING GRADE.
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS,
2, PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. BASE FOR LEVELS: APPROXIMATE N.G.V.D. 1929.
4. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
5. TOTAL AREA OF PROPERTY - 10,528 S.F.f (0.24 ACRES).
6, THE PROPERTY IS LOCATED IN ZONING DISTRICT R-80.
j1tVJt]'1,., Y .`w U.
LEGEND: ONE OF THREE WIRE HOOPS PUSHED-PLUT PLAN
SAND FILLED SLIGHTLY INTO SUPPORT MODULE PREPARED FOR
SHORTOF THE TOP OF DRAWN BY. \��,
FL FLOOR ALL 12' SUPPORT MODULES O
EL. ELEVATION DATE: 4/20/11
S.F. SQUARE FEET I. `..•.:
12
T
SCALE: I"=20' ROBERT & SANDRA CHALIFO�JX
YR TYPICAL
12" SUPPORT MODULE -
SHEET SHEET
1 OF I
IPIN IRON PIN - -
N'
REC. RECOVERED � • •611
FF'[1
C
R.1/ i`'�
IO
NS
4` v
4`
✓ Si •
89 LAKE DRIVE
x39$,2 EXISTING SPOT ELEVATION ��,,•� k��� �. I;�; .'�_'����
y. ...�� 11 MON TVILLE CONNECTICUT
x398.5 PROPOSED SPOT' ELEVATION
30
- - 400 - EXISTING CONTOURS� � "�� 42"
•
TO MY KNO 1�A s_ EF IS SUBSTANTIALLY CORRECT
�--1 400 }--- PROPOSED CONTOURS AS NOTED RE � �. � T �� ID WITHOUT A LIVE SIGNATURE
BUILDING SETBACK LINE AND THE MBO �I * YOR HEREON.
N
TEST HOLE MANTIS 430-10 ADVANCED SURVEYS, LLC.
SAND FILL CROSS SECTION
RICHARD A. 1= � _ - -W�s L.S. #70019 DATE - „ 20 10 o Zo 25 Apple Lane, Colchester CT. 06415 V'' ' E
INVERT - TOP DISTRIBUTION REQUIRED Phone & Fax (860) 267-5979
GRAPHIC SCALE IN FEET S
KNOCKOUT INLET AND
OUTLET OPENINGS
x
CV
w
+ +
f
_ �
CAST
CONCRETE COVERS
PLAIT
CAPACITIES A B C
1250 GAL 61" 51" 48"
1500 GAL 69" 59" 56"
4 x 4 12.61 12.6 GA. WIRE MESH
171/2" r 6 x 6 6/6 GA. WIRE MESH
INI Ea
' 3" VENT---`- OUTLET
''. LIQUID LEVEL --'e _ +
�c CONTINUOUS HOT a t _
O1TLET
ASPHALT SEAL ! DE CE
4" SCHED. X40
�. i
CROSS SECTION
1250/1500 GALLON
2 COMPARTMENT
SEPTIC TANK
NOT TO SCALE
DESIGN NOTES:
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATARIAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE
PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
FIELD CAPACITY WILL BE REQUIRED,
LEACHING SYSTEM CONSTRUCTION NOTES:
I. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO.4 & 3" SIEVES)
NO MORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO.4 SIEVE.
C. THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 #10 #40 #100 #200
%PASSING: 100 70-100 *10-50 0-20 0-5 WET SIEVE
% PASSING: 100 70-100 10-75 0-5 0-2.5 DRY SIEVE
* PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT
PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%,
2, DOCUMENTATION OF TEST RESULTS ARE TO BE PROVIDED TO THE HEALTH DISTRICT.
3. FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED.
SEPTIC SYSTEM CONSTRUCTION NOTES:
1 • CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA.
B. EXCAVATE 42" WIDE TRENCHES AND PREPARE SURFACE.
C. PLACE MANTIS UNITS IN TRENCH. REFER TO MANUFACTURERS
DESIGN AND INSTALLATION GUIDELINES FOR INSTALLATION.
D. LOAM, FINE GRADE TO FINISHED GRADE AND SEED, PROTECT DISTURBED AREAS
WITH EROSION CONTROLS UNTIL FIRST MOWING,
2. THE PIPE BETWEEN THE HOUSE AND SEPTIC TANK SHALL BE 4 IN. EXTRA HEAVY CAST IRON,
DUCTILE IRON OR EXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
3. ALL DISTRIBUTION PIPE IS TO BE ASTM D3034 SDR 35 (4"PVC) OR APPROVED EQUAL UNLESS NOTED.
4. SEPTIC TANK SHALL BE SET LEVEL ON A MINIMUM OF 6" OF PROCESSED GRAVEL OR BROKEN
STONE ON COMPACTED SUBGRADE.
5• THERE ARE NO APPARENT WELLS OR SEPTIC FIELDS WITHIN 75' OF THE PROPOSED WELL AND
SEPTIC SYSTEM AS SHOWN ON THIS PLAN.
6. THE BOTTOM OF THE LEACHING GALLERIES SHALL BE SET A MAXIMUM OF
30" INTO EXISTING GRADE.
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS,
2, PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
3. BASE FOR LEVELS: APPROXIMATE N.G.V.D. 1929.
4. THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
5. TOTAL AREA OF PROPERTY - 10,528 S.F.f (0.24 ACRES).
6, THE PROPERTY IS LOCATED IN ZONING DISTRICT R-80.
j1tVJt]'1,., Y .`w U.
LEGEND: ONE OF THREE WIRE HOOPS PUSHED-PLUT PLAN
SAND FILLED SLIGHTLY INTO SUPPORT MODULE PREPARED FOR
SHORTOF THE TOP OF DRAWN BY. \��,
FL FLOOR ALL 12' SUPPORT MODULES O
EL. ELEVATION DATE: 4/20/11
S.F. SQUARE FEET I. `..•.:
12
T
SCALE: I"=20' ROBERT & SANDRA CHALIFO�JX
YR TYPICAL
12" SUPPORT MODULE -
SHEET SHEET
1 OF I
IPIN IRON PIN - -
N'
REC. RECOVERED � • •611
FF'[1
C
R.1/ i`'�
IO
NS
4` v
4`
✓ Si •
89 LAKE DRIVE
x39$,2 EXISTING SPOT ELEVATION ��,,•� k��� �. I;�; .'�_'����
y. ...�� 11 MON TVILLE CONNECTICUT
x398.5 PROPOSED SPOT' ELEVATION
30
- - 400 - EXISTING CONTOURS� � "�� 42"
•
TO MY KNO 1�A s_ EF IS SUBSTANTIALLY CORRECT
�--1 400 }--- PROPOSED CONTOURS AS NOTED RE � �. � T �� ID WITHOUT A LIVE SIGNATURE
BUILDING SETBACK LINE AND THE MBO �I * YOR HEREON.
N
TEST HOLE MANTIS 430-10 ADVANCED SURVEYS, LLC.
SAND FILL CROSS SECTION
RICHARD A. 1= � _ - -W�s L.S. #70019 DATE - „ 20 10 o Zo 25 Apple Lane, Colchester CT. 06415 V'' ' E
INVERT - TOP DISTRIBUTION REQUIRED Phone & Fax (860) 267-5979
GRAPHIC SCALE IN FEET S