HomeMy WebLinkAboutSite PlanW4
Z
rTlRI
2W- r`po
0
PROVIDE BOULDER—
PROPERTY
LANDSCAPE WALL LINE
PROPERTY
LINE
4_1 -71 170
TPIN
REC!
UTILITY
POLE 61. 19
154
PROPOSED -4- 00 166
UTILITIES IPIN 15 Ap'163A
BENCHNLARK________'
REC. .\ .0 :
2 164
IRON PIN152.6— ellEL=-153.70 TH#112 00i — 16*2
FOOTING
271,F-4"P\CDRAIN
OUTLET (ASTMD17 P SET) 160
W LLkLLRADIUS
30'SHARED-- F41PVC 159
1\1, 1,500 GAL,/2COMP. DRIVEWAY DR 35)
EASENIENT THtic,, SEPTIC TANK(SEE DETAh;.
INV, IN -157.05 .
N`V. OUT - 156,80 156
DRIVEWAYSHARED "SERVE
PER SUBDIVISION MAP'--.--,-, N, D -BOX (SEE DETAIL), ARI A INV. IN -156.37
INV. OUT, - 156.20
TH I3
THl?Dvv15480LFOF36" MANTIS 536-8
16) YSECTIONS
EXISTING GRADE @ SYSTEM - 155.9
BOTTOM OF SYSTEM - 155.20
INV. 4" DISTRIBUTION PIPE - 156.20 —
SEE, DETAIL & REFER TO MANUFACTURERS
i — -~- -' DESIGN & INSTALLATION GUIDELINES)
PROVIDE A CONTINUOUS LINE OF SILT
FENCE THROUGHOUT CONSTRUCTION
SEE DETAIL) 08
IT - RD
160
LEGEND:
AV— v—
KNOCKOUT INLET ANDKNOCKOUT
OUTLET OPENINGS
Ca pL
F.F. FIRST FLOOR
EL. ELEVATION
S.F. SQUARE FEET
TYP, TYPICAL
IPIN IRON PIN
x153.4 EvISTING SPOT ELEVATION
x158.5 PROPOSED SPOT ELEVATION
150 EXISTING CONTOURS
150 PROPOSED CONTOURS
BUILDING SETBACY, LINE
TH "B" - 011-711 TOPSOIL
TEST HOLE
IVEGE7ATIVE C0Vr'_'_R
TOPSOIL
CL S4N BACKFILL 9"
1
IN
18"
ELJEN MANTIS
4" SDP
WITH HOLES
SPECIFIED SAND
WITH
12 O'CLOCK
6
18" MINIMUM FROM48" BOTTOM OF UNIT TO
SEASONAL HIGH WATER
6" MIN TA LE
NOTE: VENTING REQUIRED WHEN MORE THAN 18" OF COVER AS
JvIEASURED FROM THE TOP OF THE UNIT TO FINISHED GRADE
MANTIS 536-8 INSTALLATION
NOT TO SCALE
CAST
CONCRETE COVERS
PLAN
CAPACITIES
AV— v—
KNOCKOUT INLET ANDKNOCKOUT
OUTLET OPENINGS
Ca pL
CAST
CONCRETE COVERS
PLAN
CAPACITIES A B C
1250 GAL 611? 51" 48"
1500 GAL 6911 59" 5611
4 x 4 12.6/12,6 G.A. WIRE MESH
17 1/2" 6x 6 6/6 GA. WIAE MESH
INLE VElfT ------
LIQUID LEVEL
CONTINUOUS HOT
ASPHALT SEAL
4" SCHED. #40
E -Z
CROSS SECTION
1250/1500 GALLON
2 COI IPARTMENT
NOT TO SCALE
yurLET
FILTER
U DEVXCE
rEST HOLE-DA'r]
PERUNCAS HEALTH DISTRICT
PER SUBDIVISION PLAN)
TH#I 12 - 0%6" TOPSOIL
6"-19" BROWN FINE SANDY LOAM
19"-34" GREY LOAMY SAND
34"-72" WATER
IvIOTTLING(&,19"' NO LEDGE
RESTRICTIVE( 19
TH#I 13 - 0%4" TOPSOIL
4"-19" BROWN FINE SANDY LOAM
19"49" GREY LOAMY SAND
49"-100" NATER
MOTTLING@191f, NO LEDGE, WATER@28"
RESTRICTFVE@19't
TI -141 14 - 0%4" TOPSOIL
411-2111 BROWN FINE SANDY LOAM
21 "42" GREY LOAMY SAND
42"-86" WATER
MOTTLING@21f? , NO LEDGE, WATER@35"
RESTRICTIVE@2111
TH#I 15 - 0"4" TOPSOIL
4"-36" BROWN FINE SANDY LOAM
36"-56" GREY LOAMY SAND
56%80" WATER
MOTTLING@3 6 NO LEDGE, WATER@44
RESTRICTIVE@3611
2X2 5/8 16 GA. WIRE MESH
11/2" 7n
t 4.
cn
cn
00
c Tcli
T,
STANDARD D -BOX WELBOW
NOT TO SCALE -
DESIGN NOTES:
PERC TEST DATA L ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATAEkN.
PER SUBDIVISION PLAN
DEPTH - 18 1 THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
TIME CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
0 - 4" EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE '
5 - 5 1/2ft PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
10-8 FIELD CAPACITY WILL BE REQUIRED.
20 -101/8"
30 -12" LEACHING SYSTEM CONSTRUCTION NOTES:
40 -13 1/4
50-153/411 1. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
f? 60 - 17TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM S ' AND (SELECT FILL) PLACED
PERC RATE - 9 MINUTES PER INCH AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING M[NLMl REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B, THE FILL SHALL NOT CONTAIN MORE MAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & YSIEVES)
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 **L0-50 0-20 0-5 ATT 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 4100 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.
MLSS DATA
BEDROOM HOUSE 3, FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN5
SLOPE - 6,7% TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
PER.C. RATE - 9 MINANCH AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA ANDRESTRICTIVELAYER - 27" SPREAD AND COMPACTED lATITITRACK-DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
M,L,S,,S. REQUIRED - 28 x 2.25 x 1.0 75.6'
M.S.S. PROVIDED - 80' THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED. L
5 BEDROOM HOUSE REQUIRES 742.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 8OLF 4(16) - 51 LONG lvlANTIS 5' )6-8 UNITS
80x11= 880 S.F.)
USE 1,500 GAL. 2 COWARTMBNT SEPTIC TANK
W/ OUTLET FILTER DEVICE SEPTIC SYSTEM CONSTRUCTION NOTES:
1. CONSTRUCTION SEQUENCE,
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA,
B. EXCAVATE 42" WIDE TRENCHES AND P4PARE 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 MR41MUM 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
9" INTO EXISTING GRADE,
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
FILTER NOTES:
FABRIC---,
ANGLE 10- UP SLOPE 1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
POST FOR STABILITY AND STANDARDS.
SELF CLEANING 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
COMPACTED 3, BASE FOR LEVELS: PER REFERENCE MAP,
BACKFILL 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-80.
5. THERE ARE NO WELLS LOCATED WITHIN 75'OFTHE PROPOSED SEPTIC SYSTEM
SILT FENCE LOCATED ON ABUTTING PROPERTIES.
NOT TO SCALE 6. A BENCHMAJK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION,
7, IF BLASTING IS NECESSARY A PRE -BLAST SURVEY SHALL BE REQUIRED
PRIOR TO THE START OF CONSTRUCTION.
REFERENU MAP:
SUBDIVISION PLAN PREPARED FOR ELIZABETH PATRICIA SHEEHAN
MASSAPEAG ROAD, MONTVILLE, CONNECTICUT, SCALES AS NOTED
REVISED TO 12/27/07, PREPARED BY CME ASSOCIATES, INC.
PROJECT NO. 13-025 SEPTIC SYSTEM DESIGN PLAN
DRAWN BY: R.A.D. PREPARED FOR
DATE: 4/28/13
SCALE: 111=30' RTT DEVELOPMENT
SHEET 10F I
REVISIONS MASSAPEAG ROAD
MONTVILLE, CONNECTICUT
411, C ONO
h
0;0!
LOT #001-OF50.6
T.0 M LIEF, THIS MAP IS SUBSTANTIALLY CORRECT
At- E1} IS NOT VALID WITHOUT A LIVE SIGNATURE
0 THE SURVEYOR I-MUON. ADVANCED SURVEYS, LLC.
N
30 15 0 30 162River.Road Preston CT. 06365 w E
Phone & Fax (860) 859-1280 SRICHARDA. DESCHAMPS L.S. 070019 DATE GRAPHIC SCALE IN FEET
EROSION AND SEDIMENT CONTROL PLAN: PER UNICAS HEALTH DISTRICT
4/30/22013 1. CLEARING, GRUBBING, AND GRADING OF THE PROPOSED SITE
TO BE LIMITED TO AREAS ADJACENT TO THE PROPOSED HOUSE
TH "A" - 011-61f TOPSOIL AND SEPTIC SYSTEM.
2. DISTURBED AREAS TO BE LOAMED, SEEDED, AND MULCHED. 6"-23" BROWN FINE SANDY LOAM 3. ALL TOPSOIL TO BE STOCKPILED ON SITE AND PROTECTED
23"-72" GREY COMPACT, MOTTLED WITH HAYBALES OR SILT FENCE.
MOTTLING@28", NO LEDGE, NO WATER 4. ALL CUT AND FILL SLOPES ARE NOT TO EXCEED 3:1 SLOPES.
RESTRICTIVE@2811 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 INSPECTION
TH "B" - 011-711 TOPSOIL CAN OCCUR.
711-35" BROWN FINE SANDY LOAM 6. THE CONTRACTOR WILL BE RESPONSIBLE FORTHE INSTALLATION
35"-72" GREY COMPACT, MOTTLED AND MAINTENANCE OF ALL REQUIRED SEDIMENT CONTROL
MEASURES THROUGHOUT CONSTRUCTION.
MOTTLING@27, NO LEDGE, NO WATER 7. DUST CONTROL WILL BE ACCOMPLISHED BY SPRAYING WITH
RESTRICTIVE@2827 WATER, AND IF NECESSARY THE APPLICATION OF CALCIUM CHLORIDE.
TH "C" - 011-611 TOP$OEL TEMPORARY VEGETATIVE COVER:
6"-24" BROWN FINE SANDY LOAM
24"-54" GREY COMPACT, MOTTLED MULCHES APPLICATION RATE NOTES
PER 1000 S.F.
MOTTLING@27tt, ROCK@541', NO WATER
REST-PJCTIVE@2711 STRAW/HAY 70-90 tbs. FREE FROM WEEDS
AND COARSE MATTER
TH "Dtv - 0ff-71f TOP$OIL
7-30" BROWN FINE SANDY LOAM WOOD CHIPS 185-275 tbs. FREE OF COARSE MATTER
AIR DRIED, TREAT WITH
30"-75" GREY COMPACT, MOTTLED PLANTING SCHEDULE: 12lbs NITROGEN / TON
MOTTLING@2711, NO LEDGE, NO WATER
RESTRICTIVE@27?y SEEDING DATES:
APRIL 1-._-T-- JUNE 15
AUGUST I SEPTEMBER 15
SEED MIXTURE:
45% RED FESCUE
45% KENTUCKY BLUE GRASS
10% PERENNIAL RYE
DESIGN NOTES:
PERC TEST DATA L ALL CONSTRUCTION TO CONFORM TO STANDARDS OF THE CONNECTICUT
PUBLIC HEALTH CODE AND TO THE SATISFACTION OF THE TOWN SANATAEkN.
PER SUBDIVISION PLAN
DEPTH - 18 1 THIS SYSTEM HAS NOT BEEN DESIGNED FOR THE USE OF LARGE
TIME CAPACITY (+100 GALLONS), DISCHARGE TYPE BATHTUBS. RESIDENTIAL
GARBAGE DISPOSALS ARE NOT ANTICIPATED FOR THIS DESIGN. IN THE
0 - 4" EVENT THAT SUCH AN INSTALLATION IS CONTEMPLATED FOR THE '
5 - 5 1/2ft PROPOSED HOUSE, A LARGER SEPTIC TANK AND INCREASED LEACHING
10-8 FIELD CAPACITY WILL BE REQUIRED.
20 -101/8"
30 -12" LEACHING SYSTEM CONSTRUCTION NOTES:
40 -13 1/4
50-153/411 1. TOPSOIL TO BE STRIPPED OFF PRIOR TO FILLING. FILL MATERIAL BETWEEN AND BEYOND
f? 60 - 17TRENCHES TO BE PERVIOUS, GOOD QUALITY AND CLEAN MEDIUM S ' AND (SELECT FILL) PLACED
PERC RATE - 9 MINUTES PER INCH AND COMPACTED IN 6" LIFTS. SELECT FILL SHALL MEET THE FOLLOWING M[NLMl REQUIREMENTS:
A. THE FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 3 INCHES,
B, THE FILL SHALL NOT CONTAIN MORE MAN 45 PERCENT GRAVEL (GRAVEL IS BETWEEN NO. 4 & YSIEVES)
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 **L0-50 0-20 0-5 ATT 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 4100 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.
MLSS DATA
BEDROOM HOUSE 3, FILL MATERIAL TO BE PLACED PRIOR TO TRENCH EXCAVATION. NO TRAFFIC OTHER THAN5
SLOPE - 6,7% TRACK -DRIVEN EQUIPMENT IS TO CROSS, DUMP, UNLOAD OR OTHERWISE COMPACT THE FILL AREA
PER.C. RATE - 9 MINANCH AFTER TOPSOIL REMOVAL. FILL MATERIAL TO BE DUMPED AT THE EDGE OF THE STRIPPED AREA ANDRESTRICTIVELAYER - 27" SPREAD AND COMPACTED lATITITRACK-DRIVEN VEHICLES, STOCKPILING IS TO TAKE PLACE UPGRADIENT OF
M,L,S,,S. REQUIRED - 28 x 2.25 x 1.0 75.6'
M.S.S. PROVIDED - 80' THE LEACHING AREA, THE AREA DOWN GRADIENT OF THE LEACHING AREA IS NOT TO BE DISTURBED. L
5 BEDROOM HOUSE REQUIRES 742.5 S.F.
OF EFFECTIVE LEACHING AREA
USE 8OLF 4(16) - 51 LONG lvlANTIS 5' )6-8 UNITS
80x11= 880 S.F.)
USE 1,500 GAL. 2 COWARTMBNT SEPTIC TANK
W/ OUTLET FILTER DEVICE SEPTIC SYSTEM CONSTRUCTION NOTES:
1. CONSTRUCTION SEQUENCE,
A. STRIP & STOCKPILE TOPSOIL FROM LEACHING AREA,
B. EXCAVATE 42" WIDE TRENCHES AND P4PARE 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 MR41MUM 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
9" INTO EXISTING GRADE,
7. THE LOCATION AND ELEVATION OF THE PROPOSED SEPTIC SYSTEM SHALL BE STAKED IN THE
FIELD BY A LICENSED LAND SURVEYOR.
FILTER NOTES:
FABRIC---,
ANGLE 10- UP SLOPE 1, TOPOGRAPHIC INFORMATION ON THIS PLAN COMPLIES WITH T-2 MAPPING
POST FOR STABILITY AND STANDARDS.
SELF CLEANING 2. PROPOSED HOUSE AND SEPTIC SYSTEM TO BE STAKED IN THE FIELD BY
A LAND SURVEYOR LICENSED IN THE STATE OF CONNECTICUT.
COMPACTED 3, BASE FOR LEVELS: PER REFERENCE MAP,
BACKFILL 4. PROPERTY IS LOCATED IN THE TOWN OF MONTVILLE ZONING DISTRICT R-80.
5. THERE ARE NO WELLS LOCATED WITHIN 75'OFTHE PROPOSED SEPTIC SYSTEM
SILT FENCE LOCATED ON ABUTTING PROPERTIES.
NOT TO SCALE 6. A BENCHMAJK IS TO BE PLACED WITHIN 50' OF THE PROPOSED HOUSE &
SEPTIC SYSTEM AT THE TIME OF CONSTRUCTION,
7, IF BLASTING IS NECESSARY A PRE -BLAST SURVEY SHALL BE REQUIRED
PRIOR TO THE START OF CONSTRUCTION.
REFERENU MAP:
SUBDIVISION PLAN PREPARED FOR ELIZABETH PATRICIA SHEEHAN
MASSAPEAG ROAD, MONTVILLE, CONNECTICUT, SCALES AS NOTED
REVISED TO 12/27/07, PREPARED BY CME ASSOCIATES, INC.
PROJECT NO. 13-025 SEPTIC SYSTEM DESIGN PLAN
DRAWN BY: R.A.D. PREPARED FOR
DATE: 4/28/13
SCALE: 111=30' RTT DEVELOPMENT
SHEET 10F I
REVISIONS MASSAPEAG ROAD
MONTVILLE, CONNECTICUT
411, C ONO
h
0;0!
LOT #001-OF50.6
T.0 M LIEF, THIS MAP IS SUBSTANTIALLY CORRECT
At- E1} IS NOT VALID WITHOUT A LIVE SIGNATURE
0 THE SURVEYOR I-MUON. ADVANCED SURVEYS, LLC.
N
30 15 0 30 162River.Road Preston CT. 06365 w E
Phone & Fax (860) 859-1280 SRICHARDA. DESCHAMPS L.S. 070019 DATE GRAPHIC SCALE IN FEET