HomeMy WebLinkAboutResubdivision Plan REV 3-7-2001N / F
CHRISTOPHER J. & SUSAN M.
KOBYLUCK
98-003
49
AREA = 4.46 ACRES
98-002
51
AREA = 4.12 ACRES
100
R-40
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EROSION AND SEDIMENTATION CONTROL PLAN FOR CONSTRUCTION OF NEW HOMES
THIS PLAN HAS BEEN DEVELOPED TO MINIMIZE EROSION AND SEDIMENTATION AND REDUCE THE
IMPACT OF STORM WATER RUNOFF DURING CONSTRUCTION USING ENGINEERING PRINCIPALS
DETAILED IN THE CONNECTICUT GUIDELINES FOR SOIL AND EROSION AND SEDIMENT CONTROL.
THE ACCOMPANYING PLANS PROVIDE THE FOLLOWING INFORMATION FOR THE IMPLEMENTATION
OF THIS PLAN:
- LOCATION OF SEDIMENT CONTROL BARRIERS
- FINISHED GRADES TO BE ACHIEVED
- CONSTRUCTION SEQUENCE AND DETAILS
THIS PROJECT IS FOR THE DEVELOPMENT OF A THREE LOT RESIDENTIAL SUBDIVISION.
THERE ARE NO INLAND WETLAND IMPACTS ANTICIPATED, NO ACTIVITY IS PROPOSED
WITHIN 50 -FOOT WETLANDS BUFFER.
CONSTRUCTION SEQUENCE: HOUSES
1. STAKEOUT LIMITS OF CONSTRUCTION FOR THE DRIVEWAYS, HOMES AND SEWAGE DISPOSAL SYSTEM.
2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN.
3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION.
STOCKPILE TOPSOIL AS SHOWN ON THE PLAN.
4. ROUGH GRADE THE DRIVEWAYS AND HOUSE AREAS.
5. INSTALL/CONNECT UTILITIES
6. FOLLOWING CONSTRUCTION OF THE HOMES, FINISH GRADE ALL DISTURBED AREAS.
7. LOAM AND SEED ALL DISTURBED AREAS.
MAINTENANCE
INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE
AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF
THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT.
GENERAL NOTES
1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL
AREAS HAVE BEEN STABILIZED.
2. LIMITS OF DISTURBANCE AND EROSION AND SEDIMENT CONTROL MEASURES
ARE TO BE CONSIDERED AS TYPICAL MINIMUM STANDARDS. THE GENERAL CONTRACTOR
WILL BE RESPONSIBLE FOR INSTALLING AND MAINTENANCE OF EROSION AND SEDIMENT
CONTROL AND FOR IMPLEMENTING ADDITIONAL MEASURES AS SITE CONDITIONS WARRANT.
PERMANENT SEEDING
SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER
THAN 2" IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH
10-10-10, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER
INTO SOIL UNIFORMLY TO A DEPTH OF 4" WITH A HARROW OR EQUIVALENT. SEED APPLICATION:
APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR ROLL THE
SEED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR
BETWEEN AUGUST 15 AND SEPTEMBER 30. IF SEEDING CANNOT BE DONE DURING THESE TIMES,
REPEAT MULCHING PROCEDURE BELOW UNTIL SEEDING CAN TAKE PLACE. NOTE: IF HYDROSEEDER
IS USED, INCREASE SEED MIXTURE BY 10%. MULCHING: IMMEDIATELY FOLLOWING SEEDING, MULCH
THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 lbs./1000 S.F. SPREAD MULCH
BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK
HARROW.
TEMPORARY SEEDING
USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 Ibs./
1000 S.F. APPLY 10-10-10 FERTILIZER, OR EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F.
AND LIMESTONE AT A RATE OF 90 Ibs./1000 S.F. APPLY STRAW OR HAY MULCH AT A
RATE OF 70 lbs./1000 S.F.
d THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR.
CHIS PLAN AND REPRODUCTIONS OR REVISIONS OF THIS PLAN
ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE
OF THE LAND SURVEYOR WHO PREPARED THIS PLAN.
JOB#98-039
Al
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61- opoRo�
Ski
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TOTAL AREA = 11.96 ACRES
GRAPHIC SCALE
0 50 100 200
( IN FEET )
1 inch = 100 ft.
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 10/15/99.
0-12" TOPSOIL
12"-36" SUBSOIL
36"=80" SANDY GRAVEL
NO LEDGE
WATER Cad 72"
MOTTLING Q 36"
DEPTH 80"
10/21 /99
PERCOLATION RATE: 1 MIN./INCH
PERC HOLE DEPTH: 24"
:40
15"
MAP REFERENCES:
:45
18
1/2-
/2":50
:50
19
1/2-
/2":55
: 55
20"
:07
:00
20
3/4-
/4":05
:05
21
1/2-
/2":10
:10
22"
C) BOUNDARY SURVEY MAP RESUBDIVISION LOT 13 PIRES SUBDIVISION SECTION II
:15
22
1/2-
/2":20
:20
22
3/4-
:25
23"
:40
:30
23
1/2"
:35
EMPTY
TP 2A
0-12" TOPSOIL
12"-24" SUBSOIL
24"-72" GREY SANDY TILL
NO LEDGE, GROUNDWATER ® 24"
MOTTLING @ 24", DEPTH OF
HOLE 72"
TP 2D
0-10" TOPSOIL
10"-24" SUBSOIL
24"-68" GREY SANDY TILL
LEDGE @ 68", GROUNDWATER Cal 24"
MOTTLING @ 24", DEPTH OF
HOLE 68"
PERCOLATION TEST PRIMARY AREA
4/16/99
PERCOLATION RATE: 6.66 MIN./INCH
PERC HOLE DEPTH: 24-
:30 6"
:33 12"
:35 18"
:37 18 1/2"
-.4-0 19 1/2"
:45 20 1/4"
:50 21 "
:55 21 3/4-
:00
/4":00 22 1/2"
:05 DRY
PERCOLATION TEST RESERVE AREA
4/16/99
PERCOLATION RATE: 5.7" MIN./INCH
PERC HOLE DEPTH: 21"
:00 1 1/2"
:05 3"
:10 6"
:15 9"
:20 12"
:25 15"•
:30 16"
:35 17 1/4"
:40 1801
:45 19"
:50 19 3/4-
:55 DRY
LOT 51
GENERAL NOTES
1)
MAP REFERENCES:
PERC
A) CHARTER OAK SUBDIVISION PROPERTY OF ALEJO ORTEGA, RAYMOND HILL ROAD,
:00
MONTVILLE, CONN., SCALE 1"=40', MARCH 4, 1974, PREPARED BY BERNARD F.
:03
STONE AND ASSOCIATES, SALEM, CONN., SHEET 8 OF 11
:05
B) FINAL PLAN PIKES SUBDIVISION SECTION I PREPARED FOR MANUEL PIRES OWNER
:07
AND DEVELOPER SIMPSON LANE MONTVILLE CONNECTICUT SHEET 1 OF 3 SCALE:
:10
1"=100' OCTOBER 1979 PREPARED BY BERNARD F. STONE & ASSOC., INC. SALEM
:12
CONNECTICUT REVISED 10/23/79, REVISED 10/31/79, REVISED 11/13/79, REVISED
:15
11/27/79, NOTE #12 ADDED, REVISED 11/28/79 WELL LOCATION NOTE #4
:17
C) BOUNDARY SURVEY MAP RESUBDIVISION LOT 13 PIRES SUBDIVISION SECTION II
:20
PIRES DRIVE MONTVILLE, CONN. PREPARED FOR MANUEL PIRES OWNER &
:25
DEVELOPER SCALE 1"=100' DATE APRIL 81, REVISED 6/17/81, REVISED SEPT.21,
:30
1981 REVISED 12/7/81
:35
D) LOT LAYOUT PLAN SPRUCE HILL II SUBDIVISION PREPARED FOR RICHARD D. LOVE
:40
& RICHARD E. LOVE SPRUCE LANE MONTVILLE, CONNECTICUT SCALE 1"=40' DSGN/
:45
DWN MB DATE NOVEMBER 1990, REVISIONS "A" PER COMMENTS 1-7-91 "B" PER
:50
APPROVAL 2-28-92 DWG No. 89325S1 2 OF 8 S-1 JOB No. 89-3-25 TOTAL
PERCOLATION RATE: 5 MIN./INCH
TECHNOLOGY INC CONSULTING ENGINEERS/LAND SURVEYORS 458 WILLIAMS STREET
PERC HOLE DEPTH: 28"
NEW LONDON, CT 06320-
:25 1 1/4"
E) SUBDIVISION PLAN PREPARED FOR JEFFREY T. AND GWEN R. REYNOLDS, RAYMOND
/ F
HILL ROAD AND LISA ROAD, MONTVILLE, CT SCALE 1"=100' DATE JULY 1994,
:35 3 3/4"
IDENTIFICATION NUMBER 94-1447
& JOLENE S.
:20 13"
:45 6 1/4
F) MAP SHOWING PARCEL "A" TO BE CONVEYED TO LOT No. 16 FROM LOT No. 15
STER
LOCATED IN PIRES SUBDIVISION SECTION 11 PIRES DR. MONTVILLE CT, 1"=100'
:55 8 1/231
JULY 2, 1984 PREPARED BY FRANSEN CONSULTANTS 12 CASE ST. SUITE 317
:00 9 1/2-
/2":40
NORWICH CONN
2)
HOUSES, DRIVEWAYS, UTILITY HOOKUPS ARE SHOWN CONCEPTUALLY ONLY TO DEMONSTRATE
:10 11 1/2-
/24:50
FEASIBILITY AND CONFORMANCE WITH ZONING AND SUBDIVISION REGULATIONS.
3)
INLAND WETLANDS DELINEATED BY R. RICHARD SNARSKI, CERTIFIED SOIL SCIENTIST.
4)
ELEVATIONS SHOWN HEREON ARE BASED ON U.S. GEOLOGICAL SURVEY DATUM.
5)
CONTRACTORS TO LOCATE ALL UTILITIES PRIOR TO ANY EXCAVATION. CALL BEFORE YOU
DIG 1-800-922-4455.
6)
ALL NEW UTILITIES, INCLUDING CATV AND TELEPHONE TO BE INSTALLED UNDERGROUND.
7)
OWNER AT THE TIME OF CONSTRUCTION WILL SERVE AS CONTACT PERSON FOR INSTALLATION,
INSPECTION AND MAITENANCE OF EROSION AND SEDIMENTATION CONTROL MEASURES.
ADJOINING PROPERTY OWNERS
PHYLLIS JACOBWITZ PHYLLIS JACOBWITZ
57 PIRES DRIVE 57 PIRES DRIVE
OAKDALE, CT. 06370 OAKDALE, CT. 06370
ELAINE SHELLY TOPOROWSKI ELAINE SHELLY TOPOROWSKI
& JAMES EDWARD MOROSKY & JAMES EDWARD MOROSKY
571 ROUTE 163 571 ROUTE 163
MONTVILLE, CT. 06353 MONTVILLE, CT. 06353
WALTER J. & WALTER J. &
JOSEPHINE DORIS JOSEPHINE DORIS
230 LYNCH HILL ROAD 230 LYNCH HILL ROAD
OAKDALE, CT. 06370 OAKDALE, CT. 06370
400
DORAN & ELAINE SHUMWAY DORAN & ELAINE SHUMWAY
34 PIRES DRIVE 34 PIRES DRIVE
OAKDALE, CT. 06370 OAKDALE, CT. 06370
JOHN J. & SUSAN SMITH JOHN J. & SUSAN SMITH
46 PIRES DRIVE 46 PIRES DRIVE
OAKDALE, CT. 06370 OAKDALE, CT. 06370
NICHOLAS M. & THERESA M.
FESIK
58 PIRES DRIVE
OAKDALE, CT. 06370
LOT 49 LOT 53
TP 213
0-8" TOPSOIL
8"-24" SUBSOIL
24"-50" GREY SANDY TILL
LEDGE Cad 50", GROUNDWATER ® 24"
MOTTLING ® 24", DEPTH OF
HOLE 70"
TP 2C
0-9" TOPSOIL
9"-28" SUBSOIL
28"-58" GREY SANDY TILL
LEDGE ® 58", GROUNDWATER ® 28"
MOTTLING ® 28", DEPTH OF
HOLE 58"
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 10/15/99.
0-10" TOPSOIL
10"-40" SUBSOIL
40"-88" LIGHT GREY
MEDIUM COMPACT SANDY SILT
NO LEDGE
NO GROUNDWATER
MOTTLING @ 40"
DEPTH 88"
10/21/99
PERCOLATION RATE: 1 MIN./INCH
PERC HOLE DEPTH: 24"
:40 3"
: 45 7 1/4"
:50 10 3/4-
:55
/4":55 12 3/4"
:00 14"
: 05 15 1/2"
:10 16 1/2"
:15 17 1/2"
: 20 18"
:25 19"
:30 20"
:35 21"
: 40 21 1/2"
TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 1/4/99.
TP 3A
0-14" TOPSOIL
14"-48" SUBSOIL
LEDGE @ 48", NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 48"
TP 3D
0-10" TOPSOIL
10"-50" SUBSOIL
LEDGE ® 50", NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 50"
PERCOLATION TEST PRIMARY AREA
4/16/99
PERCOLATION RATE: 13.3 MIN./INCH
PERC HOLE DEPTH: 23"
:00 5 1/2-
:05
/2":05 9"
:10 13 1/2"
:15 15 1/2"
:20 17"
:25 18"
:30 19"
-35 19 3/4"
:40 20 1/2"
:45 21 1/2-
:50
/2":50 DRY
PERCOLATION TEST RESERVE AREA
4/16/99
PERCOLATION RATE: 10 MIN./INCH
PERC
HOLE DEPTH: 21"
:00
5"
:03
7 1/2"
:05
9 1 /2"
:07
12"
:10
14"
:12
15"
:15
15 3/4"
:17
16"
:20
16 3/4"
:25
17"
:30
18"
:35
18 1/2-
/2":40
:40
19"
:45
19 1/2-
/2":50
:50
20"
LOT 49
TEST PITS WITNESSED BY RAY ANDREWS R.S_
UNCAS HEALTH DISTRICT ON
1/4/99.
TP 3B
7"-22" SUBSOIL
0-10" TOPSOIL
22"-84" GRAVEL
10"-36" SUBSOIL
NO LEDGE, NO GROUNDWATER
36"-60" GREY SANDY TILL
NO MOTTLING, DEPTH OF
LEDGE ® 60", GROUNDWATER
® 58"
MOTTLING @ 36", DEPTH OF
TP 1F
HOLE 60"
0-8" TOPSOIL
TP 3C
8"-32" SUBSOIL
0-16" TOPSOIL
32"-86" GRAVEL
16"-28" SUBSOIL
28"-58" GREY SANDY TILL
NO LEDGE, NO GROUNDWATER
LEDGE ® 60", GROUNDWATER
® 50"
MOTTLING @ 36", DEPTH OF
HOLE 84"
HOLE 60"
PERCOLATION TEST PRIMARY AREA
DIETER & GARDNER
LAND SURVEYORS • PLANNERS
19 MILITARY HIGHWAY
GALES FERRY, CT. 06335
(860) 464-7455
FAX (860) 464--5028
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TEST PITS WITNESSED BY RAY ANDREWS R.S.
UNCAS HEALTH DISTRICT ON 1/4/99.
TP 1A MINIMUM LEACHING SYSTEM SPREAD
0-86" BLACK COMPOST
NO LEDGE, NO GROUNDWATER LOT 49
NO MOTTLING, DEPTH OF 20 X 1.5 X 1.5 = 45 LF
HOLE 86"
LOT 51
TP 113 42 X 1.5 X 1.2 = 75.6 LF
0-12" TOPSOIL
12"-36" SUBSOIL
36"-86" GREY SANDY TILL
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 86"
1. 100 SCALE, GENERAL NOTES,
TP 1C TEST PIT DATA
0-36" BLACK COMPOST
36"-86" SUBSOIL 2. 40 SCALE DETAIL LAYOUT
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
HOLE 86"
TP 1D NAME/ADDRESS SUBDIVIDER
0-25" BLACK COMPOST PAULA NEGRON
25"-50" SUBSOIL 25 EDGEWOOD AVE. #102
50"-70" GREY SANDY TILL NEW BRITAIN, CT. 06051
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF NAME/ADDRESS OWNER
HOLE 72" AMELIA PIRES
LOT 53 C/o PAULA Nr GRAN
25 EDGEWOOD AVE. #102
TEST PITS WITNESSED BY RAY ANDREWS R.S. NEW BRITAIN, CT. 06051
UNCAS HEALTH DISTRICT ON 3/25/99.
SHEET INDEX
TP 1E
TP 1G
0-7" TOPSOIL
0-10" TOPSOIL
7"-22" SUBSOIL
10"-38" SUBSOIL
22"-84" GRAVEL
33"-88" GRAVEL
NO LEDGE, NO GROUNDWATER
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
NO MOTTLING, DEPTH OF
HOLE 84"
HOLE 84"
TP 1F
TP 1H
0-8" TOPSOIL
0-4" TOPSOIL
8"-32" SUBSOIL
4"-82" SUBSOIL
32"-86" GRAVEL
SHEET 1 OF 2
NO LEDGE, NO GROUNDWATER
NO LEDGE, NO GROUNDWATER
NO MOTTLING, DEPTH OF
NO MOTTLING, DEPTH OF
HOLE 84"
HOLE 84"
ON A RESURVEY C VNF "
NC TO HORIZONTAL ACCURACY CLASS D .
PERCOLATION TEST PRIMARY AREA
PERCOLATION TEST RESERVE AREA
10/21/99
10/21/99
PERCOLATION RATE: 0.90 MINIINCH
PERCOLATION RATE: 5 MIN./INCH
PERC HOLE DEPTH: 24"
PERC HOLE DEPTH: 28"
:00 1 "
:25 1 1/4"
:05 4 1/2"
:30 2 1/4"
:10 7 1/4"
:35 3 3/4"
:15 11"
:40 5"
:20 13"
:45 6 1/4
:25 14"3/4-
:50 7 1/2-
„
:30 16
:55 8 1/231
:35 17 1/8"
:00 9 1/2-
/2":40
:40 17 5/8"
:05 101/2-
01/2":45
:4518 1/2"
:10 11 1/2-
/24:50
:50 19 "
:20 13 1/2-
/2":55
:55 19 3/4"
:25 14 1 /2"
0 CAT 10 1NsT 1\4AP
ZONING DISTRICT R-40
GRAPHIC SCALE
1000 0 500 1000 2000 4000
( IN FEET )
1 inch = 1000 ft.
DATE OF COMPLETION
CHAIRMAN
OF ALL WORK
DATE
APPROVED BY THE CHAIRMAN OF THE MONTVILLE WATER POLLUTION
CONTROL AUTHORITY, THE PUBLIC WORKS DIRECTOR, THE HEALTH
OFFICER, ASSESSOR, AND THE MAYOR.
W.P.C.A. CHAIRMAN
DATE
PUBLIC WORKS DIRECTOR
DATE
HEALTH OFFICER
DATE
ASSESSOR
DATE
MAYOR DATE
APPROVED BY THE MONTVILLE PLANNING AND ZONING COMMISSION
CHAIRMAN
DATE
SECRETARY
DATE
PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW
HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN
APPLICANT
DATE
LAND SURVEYOR
DATE
SHEET 1 OF 2
PLAN SjjOWjNG
P�CPtiIE S RIF, SIT131�)IVIS10N
PROPERTY 0 I
T:; M 11-11 A P 1 R 1E: S
P1CRE:S DRIVI
rm=ILE COPY
SCALE: 1 " 1009
REVISED: NOVEMBER 2, 1999
s
REVISED: MARCH 7, 2001
_
, � � � 1J
SHEET 1 OF 2
THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1
t
THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM
�I�AR S 2001 �,
STANDARDSFOR 3UiR ,.F f , , ND MAPS IN THE STATE OF CONNECTICUT AS ENDORSED BY THE
CONNECTICUT ASSQGI�Tf!' ` }F LAND SURVEYORS, INC. IT IS A DEPENDENT RESURVEY BASED
-'
ON A RESURVEY C VNF "
NC TO HORIZONTAL ACCURACY CLASS D .
TO MY KN0 4LED�~- D " ;=LIES THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON.
3 Y
TITLE: LAND SUR"' `SUR CT N O8----___
DATE: MAR31.; 1999 -