HomeMy WebLinkAboutSite PlanEXISTING
s, SHARED
DRIVEWAY A B C
F.F.
LEGE
FIRST FLOOR
EL ELEVATION
S.F. SQUARE FEET
TP. TYPICAL
IPIN IRON PIN
REC. RECOVERED
um.") EXISTING SPOT ELEVATION
x120.6
ti
120 EXISTING CONTOURS
12 PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
EXISTING
s, SHARED
DRIVEWAY
TEST HOLE & PEC TEST DATA
TEST PITS WITNESSED BY DAVE COUGHLIN., R.S., UNCAS HEALTH DISTRICT
10/101117)
TH #2A
0%7" TOPSOIL
7"-21" BROWN SANDY LOAM
21"-74" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #2B
0"-8" TOPSOIL
81%38" BROWN SANDY LOAM
38!'47" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
Nj Irf"k .r X 1 1/' V 1 11 1
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I MY IN"LED VE
TH 02C
0"-8" TOPSOIL
8"-3 7"" BROWNT,SANDY LOAM
37-76" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #2,D
0"-8" TOPSOIL
8"-29" BROWN SANDY LOAM
39"-60" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCTEST DATA
PER -FORMED BY ADVAN CED SURVEYS., LLC - 10/21/17
PERF. #2
A B C
F.F.
LEGE
FIRST FLOOR
EL ELEVATION
S.F. SQUARE FEET
TP. TYPICAL
IPIN IRON PIN
REC. RECOVERED
um.") EXISTING SPOT ELEVATION
x120.6 PROPOSED SPOT ELEVATION
120 EXISTING CONTOURS
12 PROPOSED CONTOURS
BUILDING SETBACK LINE
TEST HOLE
TEST HOLE & PEC TEST DATA
TEST PITS WITNESSED BY DAVE COUGHLIN., R.S., UNCAS HEALTH DISTRICT
10/101117)
TH #2A
0%7" TOPSOIL
7"-21" BROWN SANDY LOAM
21"-74" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #2B
0"-8" TOPSOIL
81%38" BROWN SANDY LOAM
38!'47" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
Nj Irf"k .r X 1 1/' V 1 11 1
v cofV&
co --z
ir
0:
I MY IN"LED VE
TH 02C
0"-8" TOPSOIL
8"-3 7"" BROWNT,SANDY LOAM
37-76" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
TH #2,D
0"-8" TOPSOIL
8"-29" BROWN SANDY LOAM
39"-60" GREY SAND
NO LEDGE, NO WATER, NO MOTTLING
PERCTEST DATA
PER -FORMED BY ADVAN CED SURVEYS., LLC - 10/21/17
PERF. #2
A B C
DEPTH - 32"
61
PRESOAK - L,'A DRY AT 1:30
2:05.7" 2:35 - 27"
2:10 -12" 2:40 - 281/2"
2:15 -161/41, 2*45 - 291/2"
2:20-2.0 " 2:50-3W
2:25 - 23 1/9" 2:55 - 30 3/4"
2:30 - 25 141 3:00 - 3I. 1/4" DRY
PERE RATE - 8 MINUTES PER INCH
SEPTIC SYSTEM INVERTS
DESIGN, DATA
MLSS NOT REQUIRED
4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA
USE (3) 651 LONG x 48" WIDE STONE LEACING TRENCHES (585 SY OF ELA)
USE, 1,250 GALLON 2 COMP. SEPTIC TANK WITH OUTLET FILTER DIVICE
RESERVE AREA - SAME AS PRIMARY
D - 103 .75 MIN. OUTLET AT HOUSE
02 - 1012.25 INLET @ TANK
3) - 1.02.00 OUTLET @ TANK
101.30 TRENCH INVERT (BOTTOM 'TRENCH EL. -100.80) EXIST. GRADE- 102,8
HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -101,60
10030 TRENCH INVERT (BOTTOM TRE,NCHEL.-989,80) EXIST. GRADE- 101,8
HI -LEVEL OVERFLOW - TOP OF ELBOW EL. -100,60
99.10 TRENCH INVERT (BOTTOM. TRENCHEL.-98.60) EXIST. GRADE- 100.60
2X2 5/8 16 GA, WIRE MESH
11,%2''
STANDARD D -BOX
NOT TO SCALE
TOPSOIL
CONNECTICUT APPROVED--_
FILTER R;kERIC SUITABLEFILL
2"
4".PLRFORATED
PIPE, ------ - ------
Z
STONE AGGREGATE
SEE NOTES)
41
TRENCH
CROSS SECTION
Nb `I"Q -siff
T -LI TH MAP IS SUBSTANT1ALLY CORRECT
S OT ALID WITHOUT A LIVE SIGNATURE
0 TH U VEYOR. HEREON.
RICHARD A. DTS,CHAMPS L.S. 470019 DATE
FILTER
FABRIC --
POST
COMPACTED
BACKFILL--/
ANGLE 100 UP SLOPE
FOR. STABILITY AND
SELF CLEANING
SILT FENCE
NOT TO SCALE
KNOCKOUTINLET AND
OUTLET OPENINGS
L LlP1
CAST
CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 61 5 1 " 48"
1500rTA-T
111=30'
SKEET
56"
4 x4 12,6/12.6 GA. WIRE MESH
x 6 616 GA. WIFE MESH
ASPHALT' (I S
I HOT
F IL
ONU'
A
V SCHED. #40
CR' SS -_SECTION
1-2-5-0/15-00-GA-LLON
2 COMPARTMENT
SEPTICTANK.
NOT TO SCALE
r umrT
OUTLET
FILTER
DFOCE
PROJECT NO. 19-042
DRAWN BY: R.A.D.
DATE:
z
41/1/19
SCALE: 111=30'
SKEET I OF 1
REVISIONS
EROSION AND SEDIMENT CONTROL PLAN:
1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TOAREAS 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 AND PROTECTED
WITH HAYBALES OR SILT FENCE.
4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
5, PRIOR TO SITE DISTURBANCE, THE REPRESENTATIVE OF THE
TOWN OF MONTVILLE SHALL BE NOTIFIED WHEN SEDIMENT
CONTROL MEASURES ARE IN PLACE SO THAT THE INSPECT -ION
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 TIME APPLICATION Of CALCIUM CHLORIDE,
TEMPORARY VEGETATIVE COVER:
MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
STRAWMAY 70-90 Ibs, FREE FROMWEEbS
AND COARSE MATTER
WOOD CHIPS 185-275 IN, FREE OF COARSE MATTER
AIRDRIED, TREAT WITH
PLANTING SCHEDULE: 12lbs NITROGEN / TON
SEEDING DATES:
APRIL 1 ------- JUNE 15
AUGUST 1------ SEPTEMBER IS
SEED MIXTURE:
45% RED FESCUE
450,/c, KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
1, ALL CONSTRUCTION TO CONFORM TO STANDARDS Of THE CONNECTICUT
PUBLIC HEALTH CODEAND TO THEI SATISFACTION OF THE TOWN SANATARIAN.
2. THIS SYSTEM HAS NOT BEEN DESIGNED FORTHEUSE OF LARGE
CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS, RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
EVENTTHAT SUCH AN INSTALLATION IS CONTEMPLATEDFORTHE
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, FELL MATERIAL BETWEEN AND BEYOND
TRENCHES TO BE PERVIOUS, GOOD QUALITY ANDCLEAN MEDIUM SAND (SELECT FILL) PLACED
AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING MINIMUM REQUIRBIENTS:
A. THE FILL SHALL NOT CONTAIN ANS' MATERIAL LARGER THAN 3 INCHES.
B. THE FILL SHALL NOT CONTAIN MORE THAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & SIEVES)
NOMORE THAN 45 PERCENT OF THE MATERIAL CAN BE RETAINED ON THE NO. 4 SIEGE.
C, THE FILL LESS THE GRAVEL SHALL MEET THE FOLLOWING GRADATION CRITERIA:
SIEVE SIZE: #4 4,10 40 COO -F1200
PASSING: 100 70-100 **10-50 0-20 0.5 IN' ET SIEVE
PASSING: 100 70-100 10-15 0-5 0-2,5 DRY SFE, NIT,
PERCENT PASSING THE 440 SIEVECAN BE IN TONO 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 BEPROVIDED TOTHE HEALTH DISTRICT.
1 FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION, NO TRAFFIC OTHER THAN
TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OROTHERWISECOMPACT THE FILL AREA
AFTER TOPSOIL REMOVAL, FILL MATERIAL TO BEDUMPED AT THE EDGE OF THE STRIPPED AREA AND
SPREAD AND COWACTEDWITH TRACK -DRIVEN VEHICLES. STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
THE LEACHING AREA,, THEAREA DOWN GRADIENT OFTHE LEACHING AREA IS NOT TO BEDISTURBED.
SEPTIC SYSTEM CONSTRUCTION NOTES:
1 CONSTRUCTION SEQUENCE:
A. STRIP & STOCKPILE TOPSOILFROM LEACHING TRENCH AREA,
B. PLACE SELECTFILL IF REQUIRED.
C. CONSTRUCT LEACHING TRENCH TODESIGNLINE & GRADE,
D. LOAM, FINE GRADE TOFNISHED GRADE AND SEED. PROTECT DISTURBED AREAS
WITH EROSIONCONTROLS 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. 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 ' N0.4
STONE:
SIEVE SIZE PERCENT PASSINGY V TJGHT)
2 -INCH 1.00
1 -1/2 -INCH 90-100
1 -INCH 20-55
3/4 -INCH 0-10
3/8 -INCH 0-5
7. - THE LOCATION AND ELEVATION OF THE PROPOSED SEP.rIC SYSTEM SHALL BE STAKED IN THE
FIELD BY'A LICENSED LAND SURVEYOR.
8. THE BOTTOM OF THE LEACHING TRENCHES NOT TO EXCEED MORE. THAN 24" INTO EXISTING
GRADE,
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 :EOR LEVELS: PER REFERENCE MAP,
4. PROPERTY IS LOCATED IN THE TOWN OFMONTVILLE ZONING DISTRICT R-80.
5. THERE ARE NO WELLS LOCATED WITHIN 75'OFTHE PROPOSED SEPTIC SYSTEM
LOCATED ON ABUTTING PROPERTIES.
6, TOTAL AREA OF PROPERTY - 141,363 S.F.± (3.25 ACRES
7. A BENCHMARK IS TO BE PLACED WITHIN 50" OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION.
REFERENCE MAP:
SUBDIVISION PLAN THAMES OBVERLOOK SUBDIVISION PREPARED FOR KYLE C.
CHAMPAGNE & JOSEPH A. GIANGRASSO. #437 KITEMAUG ROAD, MONTVILLE,
UNCASVILLE, CONNECTICUT, SCALE: 11" 50', DATE: 9/15/17, REV, TO 1/10/18,
PREPARED BY ADVANCED SURVEYS, LLC,
SEPTIC SYSTEM DESIGN PLAN
PREPARED FOR
KYLE C. CHAMPAGNE
435 KITEMAUG ROAD
MONTVILLE, CONNECTICUT
ADVANCED SURVEYS, LLC.
N
30:30 25 Apple Lane, Colchester CT. 06415 w E
Phone & Fax (860) 267-5979
GRAPHIC SCALE IN FEET S