HomeMy WebLinkAboutSite & SewerN/F
JASON JONES &
JESSICA LLORET
VOL, $62 PG. 457
MAP 34 - LOT 001-00 3)
11 ',PROPOS`D
r i UTILITY !
t` POLE
t i tt
t
MATCH INTO COMMON DRIVEWAY
SEE SUBDIVISION MAP)
i 1
t i
t
N/F
NANCY B. ENOS ET AL
VOL. 381 PG. 829
MAP 34 - LOT 003) , 7
t `
t
1 '
ti
1
PROPOSED t
PAVED , t
DRIVEWAY t
N/F
FAITH PADDON
VOL. 590 PG. 584
MAP 34 - LOT 001-OOA)
f
l
IP
REC1
1
TEST HOLE DATA
TEST PITS WITNESSED BY DAVE COUGHLIN., R.S„ UNCAS HEALTH DISTRICT
10/10/17)
TH-#3A
0%5' TOPSOIL
5"-24"" BROWN SANDY LOAM
24"-68" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #3B
0"-6" TOPSOIL
6"-29" BROWN SANDY LOAM
29" 56" GREY SAND
TH 3C
0"-7" TOPSOIL
7"-27" BROWN SANDY LOAM
27"-70" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #3D
0"-3" TOPSOIL
3"-24" BROWN SANITY LOAM
24"'72" GREY SAND
LEDGE S6", NO WATER, NO MOTTLING NO LEDGE, NO WATER, NO MOTTLING
r
i
i
r
f
t r
r
w!
1 I
1
11
40T.9.0-1.7001
PROPOSED
TJT'ILITIES
i F X i l
50LF OF GEOMATRIX GST -6212
s i r i EXtSTINCI GRADE ( -,`>a SYSTEM - 1223
F OT BOTTOM 'OF SYSTEM! - 120.80
E r t1 ` \ TOP OF SYSTEM - 121.$0
i OUTLET i! «, I Y ., TOP DIS'T'RIBUTION PIPE, 121..0
El
ff , I
PT# 1
PROPOSED
LIMITS"OF
I
1 CLEARING
E
T 3 A ON O. P PROVIDE C TINU US LINE
TH# ! Of SIL' FENCE THROUGHOUT
y r1, t r CONSTRUCTION (SEE DETAIL)
t
C VPV12LF-4204Jr1 !
ASTMr 1785)1 (SDR3)
D -BOX
INV. IN -122.0044-4 INV. OUT. 121.90
r o LEDGE OUTCROPS LN V. IN -1.x,5.
t1i INV. OUT -123.50
SEE DETAIL)
f,
IN
IN
5 . /
f
i i i
i r
2
4 4zW = _ 180,061
A tQ
s
moo
m-
PERC TEST DATA
PERFORMED BY ADVANCED SURVEYS, LLC - 10/21117
PERC #3
Dt"R 30"
PRESOAK -11:45 - DRYAT 12:45
12:55.4" 1:25.21 1/4"
1:00- 9" 1:30.22 1/2"
1:05 -13" 1:35.23 1/2"
1:10 -16" 1:40.24 1/4"
1:15 -18" 1:45.25"
1:20 -19 3/4" 1:50.25 1/2"
1:55-261/4"
PERC RATE - 7.5 MINUTES PER INCH
2X2 518 16 GA. WIRE MESH err7n
1
PIT
21,
STANDARD D -BOX
NOT TO SCALE
FILTER
FABRIC
OUTLET OPENINGS
ANGLE 100 UP SLOPEPASTFORSTABILITYAND
N
0 SELF CLEANING
COMPACTED N
BACKFILL
SQUARE FEET
SILT FENCE
NOT TO SCALE
SIEVE SIZE PERCENT PASSING
0.375" 100
4 05-100
8 80-100
16 50-85
30 25-60
50 5-30
100 <10
200 <5
ASTM C-33 SAND
0
MLSS DESIGN DATA
3 BEDROOM RESIDENCE
SLOPE -18%
PERC RATE -1" IN 7.5 MIH
RESTRICTIVE LAVER - 564
HF) 10 x (FF)1.5 x (PF)1.0 =15'
MLSS REQUIRED - I$'
MLSS PROVIDED 50'
3 BEDROOM HOUSE REQUIRES 495 ST,
OF EFFECTIVE LEACHING AREA
USE50 FEET OF GEOMATRIX-01ST 6212 (12" DEPTH)
50 x 10.0. - 500 S.F.)
USE 1,000 GAL, 2 COMPARTMENT SEPTIC TANK
W/ OUTLET FILTER DEVICE
10t -6t,
KNOCKOUT INLET AND
OUTLET OPENINGS
FIRST FLOOR
N
ELEVATION
1 ....... ....... 9(D
CAST
SQUARE FEET
CONCRETE COVERS
PLAN
TYPICAL
BCACITIES#
61tt
C
1,"x%50 GAL 51" 48'"
1500 GAL 59"° 56"
4 x x112.6/12.6 GA. WIRE MESH
1 (-- 6 x 6 616 GA. 'VIRE MESH
LIQUIDLEVELZ7
CONTINUOUS HOT p
G1 ASPHALT SEAL
11SCHED.. #40
CROSS SECTION
1,000 GALLON
COMP RTMENTA
SEPTIC TANK
NOT TO SCALE
FINISH GRADE TO
F AWAYDIRECTI2.UriTC1F W
iia oi ,. w«
Due
C III \ \
I,- CT DOT
CT DOT
DISTRIBUTION PIPE
FILTERFABRIC
18! (GST 6118)w" .es, ,off: s qrT ,r +e ,w.-
124) w..wc :r se.
esi
A
CT DOT r#6 STONE
ASTM C-33 SAND
CRASS SECTION B -B
GEOMATRIX GST LEACHING SYSTEM,
LEGEND;
F.F. FIRST FLOOR
EL. ELEVATION
S.F. SQUARE FEET
TYP.. TYPICAL
IPIN IRON PIN ete at t 3,a,j
REC. RECOVERED oma'®
o0
xl58.2 EXISTING SPOT ELEVATION e, •;
xI58.2 PROPOSED SPOT ELEVATIOAi
150 EXISTING CONTOURS TO, MY, WtIRDOt AAD BE THI MAP IS SUBSTANTIALLY CORRECT
r1At1511PROPOSEDCONTOURS I IS OTa ° ALID WITHOUT ALIVE SIGNATURE
AllE SE C)F SU EYOR. HEREON.
BUILDING SETBACK LINE 1!x ..3EE4l9 i
TEST HOLE
RICRAO A. DESCHAMPS L.S. #70019 DATE
ITIRO T DEVICEE
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
DRIVEWAY AND SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED,
3. ALL TOPSOIL TO BE STOCKPILED ON SITE ANIS PROTECTED
WITH HAYBALES OR SILT FENCE.
4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
S. PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECTION
CAN OCCUR,
6. THE CONTRACTOR WILL BE RESPONSIBLE FOR THE INSTALLATION
AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE,
TEMPORARYVEGETATIVE COVER:
MULCHES APPLICATION RATE DOTES
PER 1000 S.F.
STRAWMAY 70-90 lbs. FREE FROM WEEDS
AND COARSE MATTER
WOOD CHIPS 185-275 lbs. FREE Of COARSE MATTER
AIR DRIED, TREAT WITH
PLANTING SCHEDULE: 12lbs NITROGEN / TON
SEEDING DATES:
APRIL 1-- --- JUNE IS
AUGUST 1------ SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
1. ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE ANIS TO THE SATISFACTIONOF THE TOWN SANATARIAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
CAPACITY (+100GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGEDISPOSALS ARENOT ANTICIPATED FORTHIS 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:
1. 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 MEETTHEFOLLOWING MINIMUM REQUIREMENTS
A. THE FILL SHALLNOT CONTAIN ANY MATERIALLARGER THAN 3 INCHES,
B, THE FILLSHALLNOT CONTAIN MORE THAN 45 PERCENTGRAVEL (GRAVEL IS BETWEEN NO.4 & Y SIEVES)
NO MORE THAN45 PERCENT OF THE MATERIAL CAN BERETAINED ONTHE NO.4 SIEVE.
C. THE FILL LESS THE GRAVEL SHALL MEET THEFOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 010 #40 4100 02W
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 7511/lo IF THE PERCENT
PASSING THE 4100 SIEVEDOES NOTEXCEED 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 OTHERWISECOMPACT THEFILL AREA
AFTERTOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREADAND COMPACTED WITH TRACK -DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA. THE AREA DOWNGRADIENT OF THE LEACHING AREA ISNOT TOBE DISTURBED,
SEPTIC SYSTEM CONSTRUCTION NOTES:
I. CONSTRUCTION SEQUENCE;
A, STRIP & STOCKPILE TOPSOIL FROM LEACHING TRENCH AREA,
B. PLACE SELECT FILL IF REQUIRED.
C. CONSTRUCT LEACHING TRENCHTO DESIGNLINE & GRADE.
0, LOAM, FINE GRADE TOFINISHED GRADE AND SEED, PROTECTDISTURBED 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 OREXTRA STRENGTH PVC ASTM D1785 SCHD 40 OR APPROVED EQUAL.
I 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. APPROVED STONE AGGREGATE FOR LEACHING TRENCHES SHALL BROKEN STONE•, CRUSHED
STONE, OR. SCREENED GRAVEL MEETING CT DOT FROM 814A SPECIFICATION FOR M.01.01 FOR NO, 4
STONE:
V SIZE PERCENT PASSING 'BYSIEVES . SS WEIGHT)
2 -INCH 100
1 -1/2 -INCH 90400
1 -INCH 2O-55
3/4 -INCH 0-10
3/8-INC14 0-5
7, THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEIVISHALL BE STARED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
S. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE THAN 20" INTO EXISTING
GRADE.
NOTES:
1. TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
STANDARDS.
2. PROPOSED HOUSE AND SEPTIC SYTEM TO BE STAKED IN FIELD BY
A LAND SURVEYOR. LICENSED IN THE STATE OF CONNECTICUT,
3, BASE FOR LEVELS: PER. REFERENCE MAP.
4, PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-80.
5, THERE ARE NO WELLS LOCATED WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
6, TOTAL AREA OF PROPERTY - 203,117 S.F.± (4,66 ACRES :L).
7. A BENCHMARK. IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION. -
REFERENCE MAI:
SUBDIVISION PLAN_ THAMES OBVERLOOK SUBDIVISION PREPARED FOR KYLE C.
CHAMPAGNE & JOSEPH A. GIANGRASSO, #437 KITEMAUG ROAD, MONTVILLE
UNCASVILLEs CONNECTICUT, SCALE: 1"-50', DATE: 9/15/17, REV, TO IIIUa18,
PREPARED BY ADVANCED SURVEYS, LLC.