HomeMy WebLinkAboutSite PlanDEEP TEST PIT RESULTS
THE UNCAS HEALTH DISTRICT ON
NOVEMBER 2, 2017.
SURVEY
P— 1
DEEP TEST PITS 'TP -1" TH -WITNESSED 1112117 AND DEEP TEST PITS "TP --B THRU P--13 WERE WITNESSED ON 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-3000-1 THROUGH
STANDARDS
1. "PROPERTY SURVEY "FREE SPLIT PLAN" PREPARED FOR S&S FARMS, LLC, 386 OLD COLCHESTER ROAD, MONWILLE,
R.S.
WERE
IR AL DISTRICT12/18/19 BY MICHAEL J. KIRBY, R.SOF THE UNCAS HEALTH DISTRICT.
00:05 14" 00:06 15"
20-30OB-20 AND THE FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT CONNECTICUT, SCALE: 1"--200'. DATE: NOVEMBER 2017, JOB I.D. NO. 17-2564 REV. "A" - ADD MAP AND LOT 'S
00:15 17-1/2"
00:20 19" 00:21 19-J14-
INC. ON SEPTEMBER 26 1996. IT 1S AN IMPROVEMENT LOCATION & TOPOGRAPHIC SURVEY BASED ONASSOCIATIONOFLANDSURVEYORS, , PER ZEO COMMENT -- 12/6/17, SHEET NO. 1/1" PREPARED BY BOUNDARIES L.L.C. (MONTVILLE MAP 12685)
TP# 1TP#9
00:31 22-114"
00:35 21-314" 00:36 23"
DEPENDENT RESURVEY, AND CONFORMS TO HORIZONTAL CLASS A-2, AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED, TO BE
USED FOR SITE DEVELOPMENT.
00:41 23-3/4"
DESIGN PERCOLATION DESIGN PERCOLATION
11010 TOPSOIL
SS DESIGN
2. "PROPERTY SURVEY PREPARED FOR BRIAN MILLER, PROPERTY OF SOLOMON AND LILLIAN MILLER, 386 OLD COLCHESTER0 - 5
5 - 14"
TOPSOIL
LOAMY SUBSOIL 10 - 32" LOAMY SUBSOIL 2. NORTH ORIENTATION DEPICTED HEREON 1S APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) AND IS BASED UPON REFERENCE MAP #1.
ROAD, UNCASVILLE, CONNECTICUT, SCALE: 1`--200', MARCH 2005, JOB I.D. NO. 04-1041. PREPARED BY BOUNDARIES
LLC.
14 - 85" TAN MEDIUM/COARSE SAND, FIRM, ROCKS 32 -- 71 " GRAY FINE SAND, SOME FINES
0 CONSTRUCTION AND STORMWATER FLOW
NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 18" NO MOTTLING, GROUNDWATER ® 50-1 NO .EDGE, ROOTS TO 33" 3, LAND RECORD AND RELATED RESEARCH WAS UPDATED ON OCTOBER 15, 2018. FIELD SURVEY WAS COMPLETED ON OCTOBER 5, 2018. 3. MILLWOOD AT OLD COLCHESTER ROAD, SITE DEVELOPMENT PLAN PREPARED FOR JENSEN'S, INC,, 416 OLD COLCHESTER
TP,2
Limit of Inland
TP1
CONNECTICUT LIGHT AND
4, RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A CORRECTING QUIT CLAIM DEED FROM ARTHUR L. ADAMS TO SHAWN L. ROAD, UNCASVILLE, CONNECTICUT, BOUNDARY AND TOPOGRAPHIC SURVEY, SCALE: 1"--80" DATE. NOVEMBER 2016, JOB
I.D. NO. 14-2320-2, SHEET 3124, LAST REVISED
234' 0 Wetlands
ADAMS, DATED JUNE 25, 2018, AND RECORDED !N VOLUME 635, PAGE 691 OF THE TOWN OF MONTVILLE LAND RECORDS. SEPTEMBER 15, 2017; PREPARED BY BOUNDARIES LLC.
0 - 7" TOPSOIL 0 - 9" .TOPSOIL
EXISTING SPOT GRADE
r-17
BOTTOM OF LOWER TRENWH = 236.70
7 - 20" LOAMY SUBSOIL 9 - 30" LOAMY SUBSOIL 5. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS HAVE NOT BEEN DEPICTED HEREON.
20 - 90" TAN MEDIUM/COARSE SAND & ROCKS, FIRM 30 - 80" GRAY FINE SAND, SOME FINfS
FROM ROAD, UNDERGROUND SERVICE TO
N AK"I vNOMOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 42" MOTTLING ® 27", GROUNDWATER ® 62, NO LEDGE, ROOTS TO 33" 6. THE SUBJECT PARCEL IS SUBJECT TO AN EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED DECEMBER 30, 1965,
SAN
RESIDENCE PER PROVIDER'S SPECIFICATIONS Utility Box
RECORDED IN VOLUME 90, PAGE 41 OF THE TOWN OF MONTVILLE LAND RECORDS
TPJ3 TP#1 ?
INV
THIS PROPOSAL INVOLVES A 68.35± ACRE PROPERTY IDENTIFIED AS 410 OLD COLCHESTER ROAD IN THE
0 - 7" TOPSOIL 0 -- 15" TOPSOIL 7. THE SUBJECT PARCEL MAY BE SUBJECT TO A DRAINAGE RIGHT OF WAY IN FAVOR OF THE TOWN OF MONTVILLE, DATED MAY 12, 1937, RECORDED TOWN OF MONTVILLE, CONNECTICUT. THE PROPERTY IS CURRENTLY UNDEVELOPED, AND IS LOCATED IN THE
7 - 31" LOAMY SUBSOIL 15 42" LOAMY SUBSOIL
IN VOLUME 48, PAGE 73 OF THE TOWN OF MONTVILLE LAND RECORDS, R-120 ZONING DISTRICT.
31 - 84" TAN MEDIUM SAND, STONE & ROCKS 42 - 67" GRAY FINE SAND, SOME FINES 8. THE SUBJECT PARCEL MAY BE SUBJECT TO THE POSSIBLE RIGHTS OF OTHERS TO PASS AND REPASS AS DESCRIBED IN A WARRANTY DEED FROM THIS PLAN CONSISTS OF IMPROVEMENTS TO THE SUBJECT PROPERTY REQUIRED -TO SUPPORT A IVEW
NO MOTTLING, NO GROUNDWATER, NO LEDGE, ROOTS TO 40" MOTTLING @ 32'; GROUNDWATER ® 52") NO LEDGE, ROOTS TO 32" MEDOS & AGNES BONVILLE TO BENJAMIN TAUBER, DATED JULY 22, 1913, RECORDED IN VOLUME 31, PAGE 462 OF THE TOWN OF MONTVILLE 4 -BEDROOM SINGLE-FAMILY RESIDENCE INCLUDING A DRIVEWAY WITH AN IMPROVED CULVERT CROSSING,
BSMT BASEMENT
Q
LAND RECORDS. ON-SITE SUBSURFACE SEWAGE DISPOSAL SYSTEM, WATER SUPPLY WELL, UTILITIES, ASSOCIATED SITE GRADING,
TPA TP 12 STORMWATER MANAGEMENT, AND EROSION AND SEDIMENT CONTROL MEASURES.
6" 0 - 6" TOPSOIL 0 - 11 " 0 TOPSOIL 9. THE SUBJECT PARCEL IS SUBJECT TO A GUY WIRE EASEMENT IN FAVOR OF THE CONNECTICUT LIGHT AND POWER COMPANY, DATED JULY 17,
6 - LOAMY SUBSOIL 32" LOAMY SUBSOIL 1968, RECORDED IN VOLUME 101, PAGE 101 OF THE TOWN OF MONTVILLE LAND RECORDS. THE PROPOSED 14' WIDE GRAVEL DRIVEWAY WILL REQUIRE IMPROVEMENTS TO AN EXISTING WETbNND
23 - 77" TAN MEDIUM SAND, STONE &ROCKS 32 - 75" GRAY FINE' SAND,. SOME FINES CROSSING FOR THE FARM ROAD THAT CURRENTLY CONSISTS OF TWO 2 8" HDPE PIPES WITH P(0 INLET OR
NO MOTTLING, GROUNDWATER @ 53 ; NO LEDGE, ROOTS TO 30" MOTTLING @ 24". GROUNDWATER @ 55", 110 LEDGE, ROOTS TO 31"
REINFORCED CONCRETE PIPE
OUTLET PROTECTION. THE PROPOSED CROSSING WILL CONSIST OF TWO 15" HDPE PIPES WITH FLARED END
ANGLE POINT
UNITS AND RIP RAP APRONS AT BOTH THE PIPE INLETS AND PIPE OUTLETS, AND WILL BE FILLED AS
TPJ"
HDPE
TP 1 `
I's
e
REQUIRED TO ACHIEVE ADEQUATE PIPE . COVER AND STABLE SIDE SLOPES. THE TOTAL WETLAND USTURBANCE
7 TOPSOIL 11 TOPSOIL
011iPROPOSED FOR THIS CROSSING IS 3,124± SQUARE FEET AS DETAILED ON SHEET 1f2.
7 - 28" 7 LOAMY SUBSOIL 11 - 39" 1 LOAMY SUBSOIL DH TOPSOIL WILL BE STOCKPILED ON-SITE FOR REUSE IN CONJUNCTION WITH FINAL GRADING AND STABILIZATION.
28 - 80" TAN MEDIUM SAND & ROCKS 39 80" GRAY FINE SAND, SOME FINES 0
1 ® - FOR STABILIZING DISTURBED AREAS AFTER GRADING IS COMPLETED A 4" MINIMUM DEPTH OF TOPSOIL WILLl
MOTTLING @ 7930„ , GROUNDWATER @ 54”) NO LEDGE, ROOTS TO 36 7, N 11MOTTLING@28„ , GROUNDWATER ® 73 , O LEDGE, ROOTS TO 45 j
ensens, Inc. o 0 BE PLACED AND SEEDED WITH GRASS AND MULCHED FOR PERMANENT STABILIZATION.
TP6
0 - 9” TOPSOIL
Volume 322, Page 924 p r a SEDIMENT FENCE AND STAKED HAY BALES WILL BE INSTALLED AT LOCATIONS SHOWN PRIOR TO ANY
311.72 EARTHWORK OPERATIONS. THESE MEASURES WILL BE MAINTAINED UNTIL ALL DISTURBED AREAS HAVE BEEN
x— BARBED WIRE FENCE OHE--, PROPOSED OVERHEAD UTILITIES
PERMANENTLY STABILIZED, 9 - 36" LOAMY SUBSOIL
PROP. UNDERGROUND UTILITIES
N54025'S8"E
36 - 90"
MOTTLING @
TAN MEDIUM SAND & ROCKS
3672 NO GROUNDWATER, NO LEDGE, ROOTS TO 35"
0
0
0
CONSTRUCTION IS INTENDED TO COMMENCE IN SUMMER 2019 AND BE COMPLETED BY FALL 2019
6± MONTHS).
DH
k 0 4, ..
offias- 00 - 8" TOPSOIL
8 - 22" LOAMY SUBSOIL
22 - 67" TAN MEDIUM SAND, ROCKS & BOULDERS
NO MOTTLING, NO GROUNDWATER, NOLEDGE, ROOTS TO 28" -- J """ j 0 WFJ29B
POSSIBLE REFUSAL/BOULDERS @ 67- 250- \ r °
TP#8 / / (
FEASIBLE
l , \ 0
STOCKPILE
0 - 9" TOPSOIL / LOCATION 09 - 32" LOAMY SUBSOIL 2
32 - 80" TAN MEDIUM SAND, ROCKS &BOULDERS, FIRM -.r 24, — ` - - °
r:: 6 \ ° NO MOTTLING NO GROUNDWATER, NO LEDGE, ROOTS TO 28") 60' OF SEDIMENT Z 0MOTTLING,
BARRIER OR PROPOSEDPOSSIBLEREFUSAL ® 80
WOOD CHIP BERM — — SANITARY - — -- 2 -CAR - \ \0
INV 240.00 040GARAGE _... WF 258
PERCOLATION
FF -248.2 _ \LL0TTESTRESULTS / 1,500 GALLON CONCRETE _ _ _ ,
i• •, " \ 0
SEPTIC TANK (SEE- DETA/L 0
PERCOLATION TESTS "PERC-1 " AND "PERC-2" WERE PERFORMED
BY MICHAEL J. KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT ON
NOVEMBER 2, 2017.
MINIMUM, LOT AREA
P— 1 P--2
HOLE DEPTH: 26" HOLE DEPTH: 27"
PRE-SOAK: < 1 HOUR PRE-SOAK: < 1 HOUR
00:00 11-1/2" 00:01 11-112-
00:05 14" 00:06 15"
00:10 16" 00:11 17-114"
00:15 17-1/2" 00:16 18-112-
00:20 19" 00:21 19-J14-
00:25 20" 00:26 21-112"
00:30 21 ` 00:31 22-114"
00:35 21-314" 00:36 23"
00:40 22-112'" 00:41 23-3/4"
DESIGN PERCOLATION DESIGN PERCOLATION
RATE = 6.7 MIN/INCH RATE = 6.7 MIN/INCH
SS DESIGN CRITERIA
PROPOSED 4 -BEDROOM HOUSE
DESIGN PERCOLATION RATE = LESS THAN 10.1 MINUTES/INCH
LEACHING AREA REQUIRED = 577.5 SF EFFECTIVE (495 + 82,5)
DESIGN: 1,500 (MIN) GALLON SEPTIC TANK AND 2 ROWS OF 97' OF 12" HIGH,
4' WIDE STONE LEACHING TRENCHES.
LEACHING AREA PROVIDED = 582 SF EFFECTIVE (97 LF X 2 X 3,0 SF/LF)
1007. RESERVE AREA PROVIDED (2 ROWS OF 97' OF 12" HIGH, 4' WIDE STONE
LEACHING TRENCHES)
MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION
HYDRAULIC GRADIENT = 9.8q
DEPTH TO RESTRICTIVE LAYER (USE TP#5) = 30"
HYDRAULIC FACTOR = 26
FLOW FACTOR FOR 4 BEDROOMS = 1.75
PERCOLATION FACTOR FOR UP TO 10.0 MIN/INCH ` = 1.0
MLSS REQUIRED = 45.5'
MLSS PROVIDED = 97'
U
NV IN = 239.37 °
INV OUT = 239.12 2 6 , _ 0
PROPOSED 244 `
J
Q43OF4PVC _ _ _ — — W
S - 0.022 — -` — - 4 --BEDROOM - 75
x SINGLE --FAMILY ;
SANITARY CLEANOUT (SEE DETAIL) RESIDENCE `' PROVIDE STAKED HAY BALE Inland
FF =250.0 C \ CHECK DAMS 50' O,C. (TYP) Wetlands
D -BOX (SEE DETAIL) - - — — — -- --- -- - - BSMT FF =241,0 _ n
INV 238.17 IN -242- ' :242. .-- GRADE TO DRAIN (TYP)
INV 238.00 OUT (2) TP# 1 241.5 45' , , (SEE GRASS SWALE DETAIL)
INV 238.33 OUT (1 OVERFLOW) X \
TTPS ,. 238.5 r
239.0 # 4 PVC STP#2 240
23B4O
TP14 ``240 - \ 3, P-1 o Barbed Wire
Fence
TP 7
TPy S -_: 2 Q _ - iQ
q
pi 0
238,2 - -
48.50 TP
48.50'. - TPJ6 30' OF 4" 2 C
z'.;.
238 - - - SCHED 40 PVC,,.- °
238,2 S -- 0.021
TPiO-
TPS 13 ` 238 Subject PropertyLi -Box 34 LF Ofi4"PVCTP12TP111INV237.37 IN FOOTING DRAIN ° 410 Old Colchester Road
I 237.20 OUT DISCHARGE PIPE ` ` 2 C ° Nv (2)
ZONING TABLE. R-120 DISTRICT
ITEM REQUIRED PROVIDED
MINIMUM, LOT AREA 120,000 SF 2,977,332± SF
MINIMUM LOT FRONTAGE 20.0 FT 500.10 FT
MINIMUM FRONT YARD 60 FT 475 FT
MINIMUM SIDE YARD 25 FT 64 FT
MINIMUM REAR YARD 75 FT 1,000+ FT
MAXIMUM BUILDING HEIGHT 35 FT 35 FT
WATER SUPPLY PER SCWA/UHD WELL
SANITARY PER W'CA/UHD SEPTIC
LOCATION MAP
60'
Front Yard
SCALE: 1"=1000'
U
1
2018 BOUNDARIES LLC
nAW THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
y DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRI77EN CONSENT OF BOUNDARIES LLC.
CL.
REMOVE SECTION OF STONE WALL InlandASNECESSARYTOFACILITATE -2,32- GRADE TO DRAIN (TYP) Wetlands
DRIVEWAY CONSTRUCTION 232 - ,•' ,- SEE GRASS SWALE DETAIL)
14' WIDE GRAVEL DRIVE W1 1' LOAD . REMOVE' 20'± SECTION OF STONE
BEARING SHOULDER ON BOTH SIDES WALL AS NECESSARY TO
FACILITATE STORMWATER FLOW
45' x 265' RECIPROCAL EASEMENT FOR
Existing Treeline (Typ)----,,,,_ 234 ACCESS, INSTALLATION AND MAINTENANCE WF# 1 B
OF UTILITIES, AND RIGHTS TO DRAIN
AREA: 11,925± SF (0.27:± AC) \
PROPOSED PAVED DRIVEWAY
WFJ15B WETLAND DISTURBANCE AREA ON UPGRADIENT 50'= Upland APRON TO PROPERTY LINE
SIDE OF DRIVEWAY (CROSS HATCH) (491 CY) Review Area (SEE DETAIL)
AREA: 1,3341 SF (0.031 AC) ` UTILITY POLE WITH OVERHEAD -
0
y INSTALL ANTIS -SEEP ' SERVICE PER PROVIDER'S
229.8 4_: MODIFIED RIP RAP COLLAR ` , SPECIFICATIONS
X APRON AT INLETS o ANTI -TRACKING PADrw (2 CY MIN,) Existing 8" HDPE s \
i 360' OF SEDIMENT (
REMOVE & INSTALL UTILITY POLE WITH (SEE DETAIL)
2) FEUJ1 TWO 26OF 15 HDPE OVERHEAD SERVICE
45' OF SEDIMENT FENCE BARRIER INV. 228.5 5-0.020)
230 OHE - OHE OHE
OH py5
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WF 5 B 0 00N
RIC i1OB232.5
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Existing Gravel 75 g \ IFarmRoad - 230 `, 1 z.. 5
David Catherine r- 228 '; - N 138.00' 110' OF SEDIMENT
NEWS
L
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1CL&P
L _ 2697
L_J
S24'47'051E
44.24'
S pee R=50 0 DRIVEWAY WFC` 1A (2) FEU2 -- 1 1 ~'
Volume 635, Page 322 Shed INV. 228.0 n n o o " a
Inland 1
OUTILITYPOLEWITHVERHEADWETLANDDISTURBANCEAREAONDOWNGRADIENTWetlands _ R-80' 0 DRIVEWAY CLSERVICEPERPI,OVIDER'S SIDE OF DRIVEWAY (CROSS HATCH (781 CY)) MODIFIED RIP RAP ,
SPECIICATIONS AREA: 1,790# SF (0,031 AC) SPREAD APRON AT 295 OF SEDIMENT REMOVE STONE WALL AS NECESSARYC.
OUTLETS (SEE DETAIL) FENCE BARRIER d FOR DRIVEWAY CONSTRUCTION
Existing Gravel < Existing 8 HDPE
r / - 4 BACK SEDIMENT FENCE WITH WF#9A R=50' DRIVEWAY CL Farm RoadREMOVE) , ZZo 1 STAKED HAY BALES AT OUTLET
GRAPHIC SCALE
what'sAkKnowbelow. 60 30 15 D 30 1 HAVE CONDUCTED AN ON --SITE SOIL INVESTIGATION OF THE
Call MOM you >
a PARCEL OF LAND DEPICTED HEREON. THE INLAND WETLAND "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY
BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION CORRECT A NOTED,IER,EO .»
OF THE DELINEATION PERFORMED IN THE FIELD.
IN FEES
1 inch 30 ft. ] i,
t//0%' y ' 20003 i c)
DEMIAN A. SORRENTINO, C.S.S. DATE JEFFREY D. -Y, 'P.E` LICENSE N0, DATE JOHNAULISE JR. L.r
70016---'
LICENSE NO. DATE
s=6.o3
l 100% RESERVE AREA
re
WF 20B Map 16., Lot 2-1)
Area: 2,977,3.32 S FOOTING DRAIN OUTLET
W1 RODENT SCREEN - 235
0 LIMIT OF CLEARING (TYP) 68,35± Acres
INV = 238.01
l
0 REMOVE 45'1 SECTION OF STONE WALL
UTILITY POLE
250' OF SEDIMENT FENCE AS NECESSARY TO FACILITATE DRIVEWAY
UTILITY POLE WITH LIGHT PERCOLATION TEST
BARRIER OR WOOD CHIP BERM 0 CONSTRUCTION AND STORMWATER FLOW
LF OF 4' WIDE 12' DEEP ST(NE LEACHING
GUY WIRE
ry
Limit of Inland
CL&P CONNECTICUT LIGHT AND
TRENCHES BY SERlAL'DISTRlBUTlON
PROPOSED SPOT GRADE
234' 0 Wetlands
BOTTOM OF UPPER TREMH = 237.50
234—
EXISTING SPOT GRADE
r-17
BOTTOM OF LOWER TRENWH = 236.70
MORE OR LESS X
POLE WITH OVERHEAD SERVICESEEDETAIL)
UTILITY
SLOPE
Q NIF
FROM ROAD, UNDERGROUND SERVICE TO
SAN
RESIDENCE PER PROVIDER'S SPECIFICATIONS Utility Box
U
1
2018 BOUNDARIES LLC
nAW THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
y DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRI77EN CONSENT OF BOUNDARIES LLC.
CL.
REMOVE SECTION OF STONE WALL InlandASNECESSARYTOFACILITATE -2,32- GRADE TO DRAIN (TYP) Wetlands
DRIVEWAY CONSTRUCTION 232 - ,•' ,- SEE GRASS SWALE DETAIL)
14' WIDE GRAVEL DRIVE W1 1' LOAD . REMOVE' 20'± SECTION OF STONE
BEARING SHOULDER ON BOTH SIDES WALL AS NECESSARY TO
FACILITATE STORMWATER FLOW
45' x 265' RECIPROCAL EASEMENT FOR
Existing Treeline (Typ)----,,,,_ 234 ACCESS, INSTALLATION AND MAINTENANCE WF# 1 B
OF UTILITIES, AND RIGHTS TO DRAIN
AREA: 11,925± SF (0.27:± AC) \
PROPOSED PAVED DRIVEWAY
WFJ15B WETLAND DISTURBANCE AREA ON UPGRADIENT 50'= Upland APRON TO PROPERTY LINE
SIDE OF DRIVEWAY (CROSS HATCH) (491 CY) Review Area (SEE DETAIL)
AREA: 1,3341 SF (0.031 AC) ` UTILITY POLE WITH OVERHEAD -
0
y INSTALL ANTIS -SEEP ' SERVICE PER PROVIDER'S
229.8 4_: MODIFIED RIP RAP COLLAR ` , SPECIFICATIONS
X APRON AT INLETS o ANTI -TRACKING PADrw (2 CY MIN,) Existing 8" HDPE s \
i 360' OF SEDIMENT (
REMOVE & INSTALL UTILITY POLE WITH (SEE DETAIL)
2) FEUJ1 TWO 26OF 15 HDPE OVERHEAD SERVICE
45' OF SEDIMENT FENCE BARRIER INV. 228.5 5-0.020)
230 OHE - OHE OHE
OH py5
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WF 5 B 0 00N
RIC i1OB232.5
w
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Existing Gravel 75 g \ IFarmRoad - 230 `, 1 z.. 5
David Catherine r- 228 '; - N 138.00' 110' OF SEDIMENT
NEWS
L
C
1CL&P
L _ 2697
L_J
S24'47'051E
44.24'
S pee R=50 0 DRIVEWAY WFC` 1 A (2) FEU2 -- 1 1 ~'
Volume 635, Page 322 Shed INV. 228.0 n n o o " a
Inland 1
OUTILITYPOLEWITHVERHEADWETLANDDISTURBANCEAREAONDOWNGRADIENTWetlands _ R-80' 0 DRIVEWAY CLSERVICEPERPI,OVIDER'S SIDE OF DRIVEWAY (CROSS HATCH (781 CY)) MODIFIED RIP RAP ,
SPECIICATIONS AREA: 1,790# SF (0,031 AC) SPREAD APRON AT 295 OF SEDIMENT REMOVE STONE WALL AS NECESSARYC.
OUTLETS (SEE DETAIL) FENCE BARRIER d FOR DRIVEWAY CONSTRUCTION
Existing Gravel < Existing 8 HDPE
r / - 4 BACK SEDIMENT FENCE WITH WF#9A R=50' DRIVEWAY CL Farm RoadREMOVE) , ZZo 1 STAKED HAY BALES AT OUTLET
GRAPHIC SCALE
what'sAkKnowbelow. 60 30 15 D 30 1 HAVE CONDUCTED AN ON --SITE SOIL INVESTIGATION OF THE
Call MOM you >
a PARCEL OF LAND DEPICTED HEREON. THE INLAND WETLAND "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY
BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION CORRECT A NOTED,IER,EO .»
OF THE DELINEATION PERFORMED IN THE FIELD.
IN FEES
1 inch 30 ft. ] i,
t//0%' y ' 20003 i c)
DEMIAN A. SORRENTINO, C.S.S. DATE JEFFREY D. -Y, 'P.E` LICENSE N0, DATE JOHNAULISE JR. L.r
70016---'
LICENSE NO. DATE
01
it
LEGEND I TIW
UTILITY POLE DEEP TEST PIT
UTILITY POLE WITH LIGHT PERCOLATION TESTV
GUY WIRE WELL
CL&P CONNECTICUT LIGHT AND X 232.5 PROPOSED SPOT GRADE
POWER COMPANY
237,7 EXISTING SPOT GRADE
MORE OR LESS X
SLOPE
Q NIF NOW OR FORMERLY
SAN SANITARY
SF SQUARE FEET
INV INVERT
TYP TYPICAL
ev
4Q REBAR, IRON PIN, IRON ELEV ELEVATION
PIPE OR COPPER PIN FF FINISHED FLOOR
RIC REBAR WITH CAP
BSMT BASEMENT
Q DH DRILL HOLE
PVC POLYVINYL CHLORIDE
DRILL .HOLE
Q SCHED SCHEDULE
Cj MONUMENT
RCP REINFORCED CONCRETE PIPEANGLEPOINT
REC RECOVERED HDPE HIGH DENSITY POLYETHYLENE
e
REF REFERENCE L®j CATCH BASIN
W/ WITH SANITARY MANHOLE
Ob
o STONE WALL EXISTING OVERHEAD UTILITIES
00
0 x— BARBED WIRE FENCE OHE--, PROPOSED OVERHEAD UTILITIES
BUILDING SETBACK LINE U --- PROP. UNDERGROUND UTILITIES
U
1
2018 BOUNDARIES LLC
nAW THIS DRAWINGIS THEPROPERTYOFBOUNDARIESLLCANDHAS BEENSPECIFICALLY
PREPARED FOR THE OWNER OFTHIS PROJECT, AT THIS SITE, AND IS NOTTO BE
y DUPLICATED OR USED INPARTOR WHOLEFORANYOTHERPURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRI77EN CONSENT OFBOUNDARIES LLC.
CL.
REMOVE SECTION OF STONE WALL InlandASNECESSARYTOFACILITATE -2,32- GRADE TO DRAIN (TYP) Wetlands
DRIVEWAY CONSTRUCTION 232 - ,•' ,- SEE GRASS SWALE DETAIL)
14' WIDE GRAVEL DRIVE W1 1' LOAD . REMOVE' 20'± SECTION OF STONE
BEARING SHOULDER ON BOTH SIDES WALL AS NECESSARY TO
FACILITATE STORMWATER FLOW
45' x 265' RECIPROCAL EASEMENT FOR
Existing Treeline (Typ)----,,,,_ 234 ACCESS, INSTALLATION AND MAINTENANCE WF# 1 B
OF UTILITIES, AND RIGHTS TO DRAIN
AREA: 11,925± SF (0.27:± AC) \
PROPOSED PAVED DRIVEWAY
WFJ15B WETLAND DISTURBANCE AREA ON UPGRADIENT 50'= Upland APRON TO PROPERTY LINE
SIDE OF DRIVEWAY (CROSS HATCH) (491 CY) Review Area (SEE DETAIL)
AREA: 1,3341 SF (0.031 AC) ` UTILITY POLE WITH OVERHEAD -
0
y INSTALL ANTIS -SEEP ' SERVICE PER PROVIDER'S
229.8 4_: MODIFIED RIP RAP COLLAR ` , SPECIFICATIONS
X APRON AT INLETS o ANTI -TRACKING PADrw (2 CY MIN,) Existing 8" HDPE s \
i 360' OF SEDIMENT (
REMOVE & INSTALL UTILITY POLE WITH (SEE DETAIL)
2) FEUJ1 TWO 26OF 15 HDPE OVERHEAD SERVICE
45' OF SEDIMENT FENCE BARRIER INV. 228.5 5-0.020)
230 OHE - OHE OHE
OH py5
r
WF 5B 0 00N
RIC i1OB232.5
w
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SPECIICATIONS AREA: 1,790# SF (0,031 AC) SPREAD APRON AT 295 OF SEDIMENT REMOVE STONE WALL AS NECESSARYC.
OUTLETS (SEE DETAIL) FENCE BARRIER d FOR DRIVEWAY CONSTRUCTION
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SECTION VIEW
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NOT TO SCALE \'
GRAVEL TRAVEL ORIGINAL GRADE W/
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NOT TO SCALE
LuO
D 2018 BOUNDARIES LLCC) THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
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SEPTIC TANK DETAIL
NOT TO SCALE
LEACHING MEDIA
PLAN
0
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NOTE: USE 4HDBOX BY SECTION
JOLLEY PRECAST,
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N01 TO SCALE
FINISYED GRADE
T!-READED 4" PVC END CAP WITH PLUG
moi 4 (//
4" PVC PIPE
LENGTH AS REQ.
4" 45 -DEG. ELBOW
45 -DEG. WYE 4" X 8„
ORIGINAL MIN. 6" COVER
GRADE FLOC 4" PVC SAN.
5' S' TOP OF EMBANKMENT
SANITARY CLEANOUT DETAIL
f--_ : _ ,,1, TYPICAL SLOPES SHALL NOT
NOT TO SCALEss y EXCEED 507 2
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SELECT FILL, ORIGINAL GRADE
11 -
4' MINIMUM 18 MINIMUM LEACHING MEDIA
11,.
COMMON FILL \
FINISHED GRADE 4
MAX. GROUNDWATER - CLEAN BACKFILL
ELEVATION DETECTABLE 12"
NOTE: REFERENCE FIGURE 13 OF THE WARNING TAPE
LEDGE ROCK a I_ "TECHNICAL STANDARDS FORSUBSURFACE .
SEWAGE DISPOSAL SYSTEMS- (JAN. 1, 2018) COMMUNICATIONS CONDUIT
SIZE PER PUBLIC UTILITY)
TYPICAL LEACHFIELD IN FILL CROSS SECTION TELEPHONE CONDUIT .; .::.: _ sAND.". „
SIZE PER PUBLIC UTILITY)
24
NOT TO SCALE ( -
ELECTRICAL CONDUIT----,,,
SIZE PER PUBLIC UTILITY)
6" L01
36±"
MODIFIED RIPRAP
N V Q q NOTE.-
CONTRACTOR
OTE:
CONTRACTOR TO CONFIRM UTILITY CONDUIT
REQUIREMENTS PRIOR TO CONSTRUCTION
a a a a COMPACTED
oQ aQ Q Q GRAVES FILL UTILITY TRENCH D E TA I L
a a a a MIRAFI 140N GEOTEXTILE
OR APPROVED EQUAL NO I I U SCALE
COMPACTED SUBGRADE
NOTE:
1. TO BE USED AT PIPE INLETS AND DISCHARGES.
TYPICAL MODIFIED RIP RAP SECTION
NOT TO SCALE
SYNTHETIC FABRIC FILTER FENCE
WOOD POSTS -
STAKED HAYBALE-----\
COMPACTED
BACKFILL
F
GRADE
12"MIN. DEPTH &\ \\\y UNDISTURBED
GROUND
EXCAVATE 6" x 6" TRENCH
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S E D I T F E
BY HAY BALE BARRIER
NOT TO SCALE
v
SANITARY NOTES OPERATION- J_
QN
1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, CONTROLS z
ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF
THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY M
2018 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNEC77CUT DEPARTMENT NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES C>
OF PUBLIC HEALTH. HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES.'
2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40
PVC ASTM D 1785/ASTM D 2665 OR APPROVED EQUAL AS INDICATED IN TABLE NO. 2 OF ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT
TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY ` .a
FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM 03034, SDR 35 WITH RUBBER COMPRESSION TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITHLu
GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ; 3. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75 OF THE PROPOSED ONLY THAT AREA REQUIRED TO PERFORM THE WORK.
SEPTIC SYSTEM. THERE ARE NO SEPTIC SYSTEMS WITHIN 75 OF THE PROPOSED WELL. ` c' CM oc o4. THERE SHALL BE NO STUMPS BURIED ON-SITE OR BOULDERS BURIED WITHIN 50 DOWN GRADIENT DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE zOFTHESEPTICSYSTEM. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE DEVELOPER OR CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY uj
ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM z
riDESIGNENGINEERSHALLBENOTIFIEDPRIORTOINSTALLATIONOFTHESEPTICSYSTEM. EQUIPMENT USED ON-SITE. VEHICLE MAINTENANCE SHALL BE COMPLETED OFF-SITE, ALL OIL°O
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL
W ^ ~
LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT uCALL -BEFORE -YOU -DIG" AT 1 -800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF
6. IF REQUIRED, THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES.
SPECIFICATIONS: EVERY PRECAUTION SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT AND MINIMIZE THEA. I 1007o OF FILL SHALL PASS THROUGH A 3" SIEVE.
DEGRADATION OF THE EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO ANDB. MAXIMUM 7 OF GRAVEL (BETWEEN J4 & 3" SIEVE) = 457.
CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SETC. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. SIEVE SIZE % PASSING (WET) % PASSING (DRY)
14 100% 1007 DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND1070 - 1007 70 - 100% SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH14010 - 507* 10 - 75% RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVEDj1000 - 207 0 - 57 FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON2000 - 5% 0 - 2.57 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREADD. * PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WHICH ARE NOTTHEPERCENTPASSINGTHE1100SIEVEDOESNOTEXCEED107. AND THE J200 SIEVE TO BE PAVED OR BUILT UPON.
DOES NOT EXCEED 57..
E. PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL WOOD CHIP BERMS, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALLTO10.0 MINUTES/INCH. BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIODAWETORDRYSIEVEANALYSISMAYBEREQUIREDPRIORTOFILLPLACEMENTTOVERIFYTHATITINORDERTOMAINTAINCOMPLETEANDINTEGRALEROSIONANDSEDIMENTCONTROLPROTECTION. MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE LOCAL HEALTH ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN INDISTRICT/DEPARTMENT OR DESIGN ENGINEER PRIOR TO ITS PLACEMENT ON SITE. PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS7. APPROVED STONE AGGREGATE MEANS CRUSHED OR BROKEN STONE, OR CRUSHED AND UNCRUSHED BEEN COMPLETED, ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLYGRAVELMEETINGTHEGRADATIONFORNO. 4 (1%¢" STONE) OR NO. 6 (374" STONE) AGGREGATE PER STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCHDEPARTMENTOFTRANSPORTATIONFORM816SPECIFICATIONM.01.01 (OR LATEST SPECIFICATION), PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN ANANDTHE140AND #200 SIEVE GRADATION STIPULATED IN SECTION Vlll A, BASED ON A WET SIEVE APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSEANALYSIS. STONE AGGREGATE SHALL BE FREE OF SILT, DIRT OR DEBRIS, AND SHALL SHOW A SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TOLOSSOFABRASIONOFNOTMORETHAN507USINGAASHTOMETHODT-96, AND WHEN TESTED
FOR SOUNDNESS USING AASHTO METHOD T-104 NOT HAVE A LOSS OF MORE THAN 1570 AT THE ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT.
END OF 5 CYCLES.
NO. 4 AGGREGATE NO. 6 AGGREGATE* DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE
SIEVE SIZE 7 PASSING % PASSING THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE
2 INCH 100% N/A POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE
1.5 INCH 90 - 1007 N/A LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL
1 INCH 20 - 557. 100% CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN.
314 INCH 0 - 157. 90 - 1009
1/2 INCH N/A 20 - 557 THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT THE SITE IN ACCORDANCE WITH THE
3/8 INCH 0 - 5% 0 - 157. PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND
14 N/A 0 - 5% DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF
40 0 - 37. 0 37 ENERGY AND ENVIRONMENTAL PROTECTION, EFFECTIVE ON OCTOBER 1, 2013.
X200 0 - 1.57. 0 - 1.5%
NO. 6 AGGREGATE IS ONLY APPROVED TO BE USED FOR LEACHING TRENCHES AND PROPRIETARY THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT
SYSTEMS ONLY. BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER
8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END
APPROVAL FROM THE LOCAL HEALTH DISTRICT/DEPARTMENT AND THE DESIGN ENGINEER. OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH
9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS.
ENGINEER. to It..
10. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM: DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE
A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF, AND 5' SURROUNDING, RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE
THE PRIMARY LEACHING GALLERIES. SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT AB. EXCAVATE TO DESIGN ELEVATION PER PLAN. USING A HEAVY RAKE OR EQUAL, THOROUGHLY MINIMUM, THE FOLLOWING:'
SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, * INSPECTION OF ALL SEDIMENT FENCE, WOOD CHIP BERMS AND STAKED HAY BALES, REMOVE 0 OroTRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH). C. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED STONE AGGREGATE AS INDICATED IN NOTE * INSPECTION OF ANTI -TRACKING PAD, REMOVE, DISPOSE AND REPLACE IF PAD IS NO
4-J u
OCD. COFUNCTIONAL IN THE CATCHMENT OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC. VER SYSTEM WITH APPROVED FILTER FABRIC. AND A MINIMUM OF 6" OF LOAM 1N LAWN AREAS. *INSPECTION OF ALL DRIVEWAY AREAS AFTER PLACEMENT OF TRAFFIC BOUND GRAVEL SURFACE, Lj :DGRADETOPREVENTPONDINGANDSEEDWITHGRASSTOSTABILIZETHEFINISHEDGRADE10' REMOVE SEDIMENT DEBRIS. FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL BE AT LEAST THE SAME VE ACCUMULAIMENT AND ANY LI/
ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH.
E. ACCESS MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO Wj
SHALL BE INSTALLED TO WITHIN 12" OF FINISHED GRADE. PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS
11. FOR EXACT HOUSE AND GARAGE DIMENSIONS, SEE BUILDING PLANS. ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE "
12. BENCHMARK TO BE LOCATED IN THE AREA OF DEVELOPMENT PRIOR TO THE START OF PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE
CONSTRUCTION. LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURESL13. PRIOR TO CONSTRUCTION, THE HOUSE AND GARAGE, WELL, AND SEPTIC SYSTEM SHALL BE STAKED ARE EFFECTIVE !N PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE
OUT BY A LICENSED LAND SURVEYOR. VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT
TRACKING.
THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR
IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED
ANCHOR WITH TWO 2"x2"x3' SAFEGUARDS DURING THE CONSTRUCTION PERIOD. u
STAKES EACH BALE ` \\ , '`t SUPPORT DEWATERING THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES
HOSE ON HAY BALE THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION
SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES
t:: -- AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY AND CONVEYING A COPY OF THE
1 APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A
DISCHARGE HOSETHIRD PARTY
C. - FROM DEWATERING
a` 0 - -
0 %'l 0PUMP
Q--.fl = .0 EROSION CONTROL NOTESr-1
o _ - ' p p:0 j ' Q.. 0 a . j f--- STAKED HAY BALE0
z = Q . - 0
j -( - ' - ¢ l BARRIER (TYP) 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION.
2. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROLA -' 1 0' 0 11 ` MEASURES IS THE SITE CONTRACTOR, WHICH IS TO BE DETERMINED. o J. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT
COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATIONTSWITH THE CONNECTICUT DEPARTMENT OF
UNE BOTTOM OF 15 x 15x4 DEEP ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING5DEWATERINGBASINWITHMODIFIEDALLEROSIONCONTROLMEASURES. THE PROPERTY OWNER SHALL INSTALL ADD17IONAL MEASURES AS
RIP RAP OVER AN APPROVED NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF.
FILTER FABRIC 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15
OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE
TIMES, APPLICATION OF TEMPORARY MULCH WILL BE CONDUCTED UNTIL THE NEXT SEEDING PERIOD.
AT
SEED MIXTURE SHALL BE AS FOLLOWS:
D E IINIG BASIN EKENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 S.F.
CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 S.F.
NOT TO SCALE PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 S.F.
5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF
12" b' APPROXIMATELY 2-3 BALES/1,000 SF.
MIN 6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS WITH
GREATER THAN 0.5" OF RAINFALL IN A 24-HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY
1 ' TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN.
MIN
WOOD CHIPS12„
2' CONSTRUCTION SEQUENCE
1:1 (TVP)
2.5' MIN
1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS.
FLS 2. INSTALL EROSION CONTROLS IN SPECIFIED LOCATIONS AS SHOWN DOWNGRADIENT OF PROPOSED EARTH
WORK. STRIP TOPSOIL FROM DEVELOPMENT AREA AND STOCKPILE AT SPECIFIED LOCATION FOR LATER SCALE:
2H:1 V ` ; , , . ll, I f I- = l t.-- -, 1 -,;_ 1' REUSE. SEED TOPSOIL STOCKPILE WITH RYEGRASS FOR TEMPORARY STABILIZATION. AS Noted
FILTER FABRIC LINER\\"N
6" LOAM & SEED (MIN)
NOTE: ELEVATIONS VARY, i3EE PLAN FOR ACTUAL ELEVATIONS
i
GRASS S)VALE DETAIL
NOITO SCALE
I15'low-
PIPE OUTLETS WITH
FLARED END SECTIONS
15" HDPE)
7.5'
I
MODIFIED 13.5' RIP RAP
NOTES:
1. DIMENSIONS REPRESE MINIMUM VALUES. -
2. APRON DESIGN BASED N 2000 CT DOT DRAINAGE MANUAL.
RIPRAP PRE;D APRON DETAIL
N TO SCALE---- JEFFREY P.D,Ew ,' P, C.
J. CONSTRUCT DRIVEWAY CROSSING CULVERT, DRIVEWAY AND INSTALL UTILITIES
EXISTING GRADE
4. CONSTRUCT HOUSE, INSTALL SUBSURFACE SEWAGE DISPOSAL SYSTEM, WATER SUPPLY WELL AND DATE:
PERFORM SITE GRADING. December 2018
6' MIN 5. AT COMPLETION OF CONSTRUCTION, LOAM ALL DISTURBED AREAS (4" MINIMUM), SEED WITH GRASS
AND MULCH. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL JOB I D NOMEASURES. 18-2654
W L'.) 0' D C H I P E R M RE'vSlt3iiS
NOT TO SCALE
Rev "A" - Per UHD & Town
I' LOAD BEARING SHOULDER
TVP BOTH SIDES) Engineer Comments - 1/9/19
LOAM, SEED & MULCH PROPOSED 14 -" COMPACTED PROCESSED GRAVEL
TYP BOTH SIDES) TBGS DRIVEWAY FROM SPRING LINE
ELEV 232.5± APPROVED BACKFILL
FLARED END UNIT J1 2 2 FLARED END UNIT J2
INV 228.5.1 1 -- 1 INV 228.0±
MODIFIED RIPRAP APRON0 o 0 0 0 o 0 0 0 0 b' 0 o o MODIFIED RIPRAP SPREAD
AT INLET
6.1 15" HDPE (S=2.071) APRON AT OUTLET
4r` r O NO.
ANTI -SEEP COLLAR (DRAINAGE SOLUTIONS SKU 6„ ANTISEEP4X4X 15, OR EQUIVALENT)
COMPACTED SAND BEDDING TO SPRING LINE
2003 cCROSS- CTION THROUGH PROPOSED CULVERTl
LICENSE NO. DATE NOT TO SCALE
PROVIDE ACCESS MANHOLES TO WITHIN
FINISHED 12" OF FINISHED GRADE AT INLET AND
GRADE OUTLET
t
MINIMUM 17" DIAMETERINSPECTIONMANHOLE (GASKETED)
OPENING (OPTIONAL) MINIMUM 17" MARKINGS
DIAMETER MANHOLE
GASKETED)
INLET 8„ MIN. 51p
OUTLET
INLET
BAFFLE 10" MIN, OUTLET FILTER
8T"-1.5' DEVICE
e MID -DEPTHS
2/3LIQUID CONNECTION
REQUIRED DEPTH
CAPACITY
1 /3 REQUIRED
1,500 GALLON—--, CAPACITY
SEPTIC TANK
Q' °! d
LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH
NOT TO SCALE \'
GRAVEL TRAVEL ORIGINAL GRADE W/
PAVE TO STREETLI NE SURFACE TOPSOIL REMO (ED
37 SLOPE MAX. FOR
10' MINIMUM
MAINTAIN 1,9'0 LIP AT
EDGE OF PAVEMENT
1 1
SEE SECTION VIEW
BITUMINOUS
f 8' RADIUS CONCRETE
TVP.)
TYPICAL DRIVEWAY APRON
NOT TO SCALE
FILTER FENCE--\
COMPACTED
BACKFILL
EXCAVATE r
6x 6
uj TRENCH `' _+ ,t. FLOW
tw
EXISTING GRADE
12" MIN.
DEPTH UNDISTURBED
W
GROUND
F
Z SEDIMENT FENCE DETAIL
NOT TO SCALE
Ln
PACK STRAW BETWEEN BALES002" X 2" X 36"
STRAW BALE HARD WOOD STAKE
2 PER BALE)
Q
v I I l i I I i I I i
COMPACTED
I{
I I { I I I I I BACKFILL i
II lI {I II iI FLOW II
II
ii _ _ 12 MIN. 4'j MIN.
F
n 4" MIN
NOTEc°v
0 1. USE SINGLE OR DOUBLE BALE HEIGHT AS REQUIRED. r•+..
W H AY BALE BARrri"IERc STAKEu
NOT TO SCALE
LuO
D 2018 BOUNDARIES LLCC) THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY
PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE
DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION
OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.
ci
SEPTIC TANK DETAIL
NOT TO SCALE
LEACHING MEDIA
PLAN
0
4
a : 5-1/2„
2-1/2
NOTE: USE 4HDBOX BY SECTION
JOLLEY PRECAST,
INC. OR APPROVED
EQUAL
N01 TO SCALE
FINISYED GRADE
T!-READED 4" PVC END CAP WITH PLUG
moi 4 (//
4" PVC PIPE
LENGTH AS REQ.
4" 45 -DEG. ELBOW
45 -DEG. WYE 4" X 8„
ORIGINAL MIN. 6" COVER
GRADE FLOC 4" PVC SAN.
5' S' TOP OF EMBANKMENT
SANITARY CLEANOUT DETAIL
f--_ : _ ,,1, TYPICAL SLOPES SHALL NOT
NOT TO SCALEss y EXCEED 507 2
n Ihx
SELECT FILL, ORIGINAL GRADE
11 -
4' MINIMUM 18 MINIMUM LEACHING MEDIA
11,.
COMMON FILL \
FINISHED GRADE 4
MAX. GROUNDWATER - CLEAN BACKFILL
ELEVATION DETECTABLE 12"
NOTE: REFERENCE FIGURE 13 OF THE WARNING TAPE
LEDGE ROCK a I_ "TECHNICAL STANDARDS FORSUBSURFACE .
SEWAGE DISPOSAL SYSTEMS- (JAN. 1, 2018) COMMUNICATIONS CONDUIT
SIZE PER PUBLIC UTILITY)
TYPICAL LEACHFIELD IN FILL CROSS SECTION TELEPHONE CONDUIT .; .::.: _ sAND.". „
SIZE PER PUBLIC UTILITY)
24
NOT TO SCALE ( -
ELECTRICAL CONDUIT----,,,
SIZE PER PUBLIC UTILITY)
6" L01
36±"
MODIFIED RIPRAP
N V Q q NOTE.-
CONTRACTOR
OTE:
CONTRACTOR TO CONFIRM UTILITY CONDUIT
REQUIREMENTS PRIOR TO CONSTRUCTION
a a a a COMPACTED
oQ aQ Q Q GRAVES FILL UTILITY TRENCH D E TA I L
a a a a MIRAFI 140N GEOTEXTILE
OR APPROVED EQUAL NO I I U SCALE
COMPACTED SUBGRADE
NOTE:
1. TO BE USED AT PIPE INLETS AND DISCHARGES.
TYPICAL MODIFIED RIP RAP SECTION
NOT TO SCALE
SYNTHETIC FABRIC FILTER FENCE
WOOD POSTS -
STAKED HAYBALE-----\
COMPACTED
BACKFILL
F
GRADE
12"MIN. DEPTH &\ \\\y UNDISTURBED
GROUND
EXCAVATE 6" x 6" TRENCH
PE SIDE1DEONU
OF WOOD POSTS
S E D I T F E
BY HAY BALE BARRIER
NOT TO SCALE
v
SANITARY NOTES OPERATION- J_
QN
1. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, CONTROLS z
ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF
THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY M
2018 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNEC77CUT DEPARTMENT NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES C>
OF PUBLIC HEALTH. HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES.'
2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40
PVC ASTM D 1785/ASTM D 2665 OR APPROVED EQUAL AS INDICATED IN TABLE NO. 2 OF ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT
TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" ALL OTHER SEWER PIPE EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY ` .a
FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM 03034, SDR 35 WITH RUBBER COMPRESSION TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITHLu
GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. SUITABLE VEGETATION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ; 3. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75 OF THE PROPOSED ONLY THAT AREA REQUIRED TO PERFORM THE WORK.
SEPTIC SYSTEM. THERE ARE NO SEPTIC SYSTEMS WITHIN 75 OF THE PROPOSED WELL. ` c' CM oc o4. THERE SHALL BE NO STUMPS BURIED ON-SITE OR BOULDERS BURIED WITHIN 50 DOWN GRADIENT DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE zOFTHESEPTICSYSTEM. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE DEVELOPER OR CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY uj
ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM z
riDESIGNENGINEERSHALLBENOTIFIEDPRIORTOINSTALLATIONOFTHESEPTICSYSTEM. EQUIPMENT USED ON-SITE. VEHICLE MAINTENANCE SHALL BE COMPLETED OFF-SITE, ALL OIL°O
5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL
W ^ ~
LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT uCALL -BEFORE -YOU -DIG" AT 1 -800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. PROTECTION/HAZARDOUS MATERIALS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF
6. IF REQUIRED, THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES.
SPECIFICATIONS: EVERY PRECAUTION SHALL BE TAKEN DURING CONSTRUCTION TO PREVENT AND MINIMIZE THEA. I 1007o OF FILL SHALL PASS THROUGH A 3" SIEVE.
DEGRADATION OF THE EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO ANDB. MAXIMUM 7 OF GRAVEL (BETWEEN J4 & 3" SIEVE) = 457.
CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SETC. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. SIEVE SIZE % PASSING (WET) % PASSING (DRY)
14 100% 1007 DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR ALL EROSION AND1070 - 1007 70 - 100% SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH14010 - 507* 10 - 75% RAINSTORM. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVEDj1000 - 207 0 - 57 FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON2000 - 5% 0 - 2.57 ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREADD. * PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF AND STABILIZED IN NON -WETLAND AREAS WHICH ARE NOT SUBJECT TO EROSION, OR WHICH ARE NOTTHEPERCENTPASSINGTHE1100SIEVEDOESNOTEXCEED107. AND THE J200 SIEVE TO BE PAVED OR BUILT UPON.
DOES NOT EXCEED 57..
E. PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL WOOD CHIP BERMS, SEDIMENT FENCE AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALLTO10.0 MINUTES/INCH. BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIODAWETORDRYSIEVEANALYSISMAYBEREQUIREDPRIORTOFILLPLACEMENTTOVERIFYTHATITINORDERTOMAINTAINCOMPLETEANDINTEGRALEROSIONANDSEDIMENTCONTROLPROTECTION. MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE LOCAL HEALTH ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN INDISTRICT/DEPARTMENT OR DESIGN ENGINEER PRIOR TO ITS PLACEMENT ON SITE. PLACE AND IN PROPER CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS7. APPROVED STONE AGGREGATE MEANS CRUSHED OR BROKEN STONE, OR CRUSHED AND UNCRUSHED BEEN COMPLETED, ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLYGRAVELMEETINGTHEGRADATIONFORNO. 4 (1%¢" STONE) OR NO. 6 (374" STONE) AGGREGATE PER STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCHDEPARTMENTOFTRANSPORTATIONFORM816SPECIFICATIONM.01.01 (OR LATEST SPECIFICATION), PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN ANANDTHE140AND #200 SIEVE GRADATION STIPULATED IN SECTION Vlll A, BASED ON A WET SIEVE APPROVED MANNER. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSEANALYSIS. STONE AGGREGATE SHALL BE FREE OF SILT, DIRT OR DEBRIS, AND SHALL SHOW A SHOWN ON THE PLANS OR PRESCRIBED HEREIN SHALL BE PUT IN PLACE, WHENEVER NECESSARY, TOLOSSOFABRASIONOFNOTMORETHAN507USINGAASHTOMETHODT-96, AND WHEN TESTED
FOR SOUNDNESS USING AASHTO METHOD T-104 NOT HAVE A LOSS OF MORE THAN 1570 AT THE ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY TOWN STAFF OR THEIR DESIGNATED AGENT.
END OF 5 CYCLES.
NO. 4 AGGREGATE NO. 6 AGGREGATE* DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE
SIEVE SIZE 7 PASSING % PASSING THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE
2 INCH 100% N/A POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE
1.5 INCH 90 - 1007 N/A LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL
1 INCH 20 - 557. 100% CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN.
314 INCH 0 - 157. 90 - 1009
1/2 INCH N/A 20 - 557 THE CONTRACTOR SHALL BE RESPONSIBLE TO INSPECT THE SITE IN ACCORDANCE WITH THE
3/8 INCH 0 - 5% 0 - 157. PROCEDURES AS OUTLINED IN THE "GENERAL PERMIT FOR THE DISCHARGE OF STORMWATER AND
14 N/A 0 - 5% DEWATERING WASTEWATERS FROM CONSTRUCTION ACTIVITIES" AS ADOPTED BY THE DEPARTMENT OF
40 0 - 37. 0 37 ENERGY AND ENVIRONMENTAL PROTECTION, EFFECTIVE ON OCTOBER 1, 2013.
X200 0 - 1.57. 0 - 1.5%
NO. 6 AGGREGATE IS ONLY APPROVED TO BE USED FOR LEACHING TRENCHES AND PROPRIETARY THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT
SYSTEMS ONLY. BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES ENTER
8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN OR EXIT THE SITE AT LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END
APPROVAL FROM THE LOCAL HEALTH DISTRICT/DEPARTMENT AND THE DESIGN ENGINEER. OF ALL RAIN EVENTS. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH
9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE CONSECUTIVE MONTHS.
ENGINEER. to It..
10. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM: DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE
A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF, AND 5' SURROUNDING, RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE
THE PRIMARY LEACHING GALLERIES. SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT AB. EXCAVATE TO DESIGN ELEVATION PER PLAN. USING A HEAVY RAKE OR EQUAL, THOROUGHLY MINIMUM, THE FOLLOWING:'
SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, * INSPECTION OF ALL SEDIMENT FENCE, WOOD CHIP BERMS AND STAKED HAY BALES, REMOVE 0 OroTRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH). C. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED STONE AGGREGATE AS INDICATED IN NOTE * INSPECTION OF ANTI -TRACKING PAD, REMOVE, DISPOSE AND REPLACE IF PAD IS NO
4-J u
OCD. COFUNCTIONAL IN THE CATCHMENT OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC. VER SYSTEM WITH APPROVED FILTER FABRIC. AND A MINIMUM OF 6" OF LOAM 1N LAWN AREAS. *INSPECTION OF ALL DRIVEWAY AREAS AFTER PLACEMENT OF TRAFFIC BOUND GRAVEL SURFACE, Lj :DGRADETOPREVENTPONDINGANDSEEDWITHGRASSTOSTABILIZETHEFINISHEDGRADE10' REMOVE SEDIMENT DEBRIS. FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL BE AT LEAST THE SAME VE ACCUMULAIMENT AND ANY LI/
ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH.
E. ACCESS MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO Wj
SHALL BE INSTALLED TO WITHIN 12" OF FINISHED GRADE. PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS
11. FOR EXACT HOUSE AND GARAGE DIMENSIONS, SEE BUILDING PLANS. ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE "
12. BENCHMARK TO BE LOCATED IN THE AREA OF DEVELOPMENT PRIOR TO THE START OF PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE
CONSTRUCTION. LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURESL13. PRIOR TO CONSTRUCTION, THE HOUSE AND GARAGE, WELL, AND SEPTIC SYSTEM SHALL BE STAKED ARE EFFECTIVE !N PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE
OUT BY A LICENSED LAND SURVEYOR. VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT
TRACKING.
THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR
IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED
ANCHOR WITH TWO 2"x2"x3' SAFEGUARDS DURING THE CONSTRUCTION PERIOD. u
STAKES EACH BALE ` \\ , '`t SUPPORT DEWATERING THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES
HOSE ON HAY BALE THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION
SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES
t:: -- AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY AND CONVEYING A COPY OF THE
1 APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A
DISCHARGE HOSETHIRD PARTY
C. - FROM DEWATERING
a` 0 - -
0 %'l 0PUMP
Q--.fl = .0 EROSION CONTROL NOTESr-1
o _ - ' p p:0 j ' Q.. 0 a . j f--- STAKED HAY BALE0
z = Q . - 0
j -( - ' - ¢ l BARRIER (TYP) 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION.
CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY
EXCAVATION.
2. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROLA -' 1 0' 0 11 ` MEASURES IS THE SITE CONTRACTOR, WHICH IS TO BE DETERMINED. o J. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT
COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATIONTSWITH THE CONNECTICUT DEPARTMENT OF
UNE BOTTOM OF 15 x 15x4 DEEP ENVIRONMENTAL PROTECTION, CT DEEP BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING5DEWATERINGBASINWITHMODIFIEDALLEROSIONCONTROLMEASURES. THE PROPERTY OWNER SHALL INSTALL ADD17IONAL MEASURES AS
RIP RAP OVER AN APPROVED NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN STAFF.
FILTER FABRIC 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH JUNE 15
OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE
TIMES, APPLICATION OF TEMPORARY MULCH WILL BE CONDUCTED UNTIL THE NEXT SEEDING PERIOD.
AT
SEED MIXTURE SHALL BE AS FOLLOWS:
D E IINIG BASIN EKENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 S.F.
CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 S.F.
NOT TO SCALE PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1,000 S.F.
5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF
12" b' APPROXIMATELY 2-3 BALES/1,000 SF.
MIN 6. ALL EROSION CONTROL MEASURES SHALL BE INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS WITH
GREATER THAN 0.5" OF RAINFALL IN A 24-HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY
1 ' TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN.
MIN
WOOD CHIPS12„
2' CONSTRUCTION SEQUENCE
1:1 (TVP)
2.5' MIN
1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS.
FLS 2. INSTALL EROSION CONTROLS IN SPECIFIED LOCATIONS AS SHOWN DOWNGRADIENT OF PROPOSED EARTH
WORK. STRIP TOPSOIL FROM DEVELOPMENT AREA AND STOCKPILE AT SPECIFIED LOCATION FOR LATER SCALE:
2H:1 V ` ; , , . ll, I f I- = l t.-- -, 1 -,;_ 1' REUSE. SEED TOPSOIL STOCKPILE WITH RYEGRASS FOR TEMPORARY STABILIZATION. AS Noted
FILTER FABRIC LINER\\"N
6" LOAM & SEED (MIN)
NOTE: ELEVATIONS VARY, i3EE PLAN FOR ACTUAL ELEVATIONS
i
GRASS S)VALE DETAIL
NOITO SCALE
I15'low-
PIPE OUTLETS WITH
FLARED END SECTIONS
15" HDPE)
7.5'
I
MODIFIED 13.5' RIP RAP
NOTES:
1. DIMENSIONS REPRESE MINIMUM VALUES. -
2. APRON DESIGN BASED N 2000 CT DOT DRAINAGE MANUAL.
RIPRAP PRE;D APRON DETAIL
N TO SCALE---- JEFFREY P.D,Ew ,' P, C.
J. CONSTRUCT DRIVEWAY CROSSING CULVERT, DRIVEWAY AND INSTALL UTILITIES
EXISTING GRADE
4. CONSTRUCT HOUSE, INSTALL SUBSURFACE SEWAGE DISPOSAL SYSTEM, WATER SUPPLY WELL AND DATE:
PERFORM SITE GRADING. December 2018
6' MIN 5. AT COMPLETION OF CONSTRUCTION, LOAM ALL DISTURBED AREAS (4" MINIMUM), SEED WITH GRASS
AND MULCH. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL JOB I D NOMEASURES. 18-2654
W L'.) 0' D C H I P E R M RE'vSlt3iiS
NOT TO SCALE
Rev "A" - Per UHD & Town
I' LOAD BEARING SHOULDER
TVP BOTH SIDES) Engineer Comments - 1/9/19
LOAM, SEED & MULCH PROPOSED 14 -" COMPACTED PROCESSED GRAVEL
TYP BOTH SIDES) TBGS DRIVEWAY FROM SPRING LINE
ELEV 232.5± APPROVED BACKFILL
FLARED END UNIT J1 2 2 FLARED END UNIT J2
INV 228.5.1 1 -- 1 INV 228.0±
MODIFIED RIPRAP APRON0 o 0 0 0 o 0 0 0 0 b' 0 o o MODIFIED RIPRAP SPREAD
AT INLET
6.1 15" HDPE (S=2.071) APRON AT OUTLET
4r` r O NO.
ANTI -SEEP COLLAR (DRAINAGE SOLUTIONS SKU 6„ ANTISEEP4X4X 15, OR EQUIVALENT)
COMPACTED SAND BEDDING TO SPRING LINE
2003 cCROSS- CTION THROUGH PROPOSED CULVERTl
LICENSE NO. DATE NOT TO SCALE