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Home My WebLink AboutLocation Survey' \ COMPACTED BACKFILL ' 4 EXCAVATE s x G" TRENCH ....:.I �' FLOW EXISTING GRADE \ 1 176 — EROSION AND SEDIMENTATION IVECONTROL NARRAT -� 1. LIMITS OF DISTURBMCE SMALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INITIATION OF CONSTRUCTION. 2. EROSION AND SEDIMENT CONTROL DICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE. 172 \ 3. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS: A. INSTALL ALL SEDIMENT FENCES AND/OR HAY BALE BARRIERS AS SHOWN ON THIS \ PLAN. CLEAR TREES, SHRUBS AND BRUSH IN AR . S WHERE GRADING WILL BE REQUIRED B. AND GRUBAREAS TD REMOVE ALL STUMPS, ROOTS, ETC. DISPO. OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE. REMOVE AND ST0C.KPILE A— r THE DOWNSLOPE "SID SEED STOCKPILE i� L 1=1411�� AT A PA Jr D. EXCAVATE ANDIOR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN $INCH LIFTSBRUSH, RUBBISH, OBJECTIONABLE MATERIAL. MOISTEN OILSURFACIE � BUILDING DEBRIS, OR ANY OTHER 6d ' PERIODICALLY WITH WATER TD MINIMIZE DUST. \ E. CONSTRUCT BUILDING AND INSTALL UTILITIES® ADD EROSION CONTROL DEVICES AS \ NEEDED. F PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB, 166— SIDEWALKS, RAMPS, STEPS, ETC. \ G. ALL DISTURBED AREAS NOT COVERED BY BUILDING, DRIVEWAYS, SIDEWALKS, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: I 164- 1, PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATION'S. .` r 2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE, � 3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. 4. SEEDING SHOULD TAKE PLACE BEE7WEEN APRIL 1 AND MUNE 15 OR AUGUST 15 AND SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED �62.� WITH STRAW OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE \ FEET. H. STABILIZE STEEP SLOPES (301 OR STEEPER) AS SOON AS PRACTICAL WITH CURLER' EROSION CONTROL FABRIC OR EQUIVALENT AND PERMANENT SEEDING AS SPECIFIED BELOW. \ I. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT - J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER PARTIES. K. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART Co. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL AND ANNUAL RYEGRASSES IE. FIESTA li,BLAZ`\ ER 11, DASHER II AND EXPRESS. MIX WITH CROWN VETCH SEED MIX, A SEEDING �\ RATE OF 5 — 7 LBS PER 1000 SF IS RECOMMENDED. L. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MAY BE REQUIRED AS DIRECTED BY TOWN STAFF UTILITY POLE TEST MOLE INFORMATION OBTAINED FROM MAP REFERENCE 3A® MORE OR LESS FT � r REC RECOVERED E3 MON MONUMENT IP IRON PIPE EXISTING CONTOUR REBAR WF# WETLAND FLAG TYP. TYPICAL TP -1 of®2 fa TOPSOIL fa— as TOPSOIL 2 as -2 of BROWN SANDY LOA as®2 BROWN SANDY LOAM 28'"-86$0 SND AND GRAVEL 2 '"-2 fa SAND AND GRAVEL NO MOTTLING ' \ COMPACTED BACKFILL ' 4 EXCAVATE s x G" TRENCH ....:.I �' FLOW EXISTING GRADE \ 1 176 — EROSION AND SEDIMENTATION IVECONTROL NARRAT -� 1. LIMITS OF DISTURBMCE SMALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INITIATION OF CONSTRUCTION. 2. EROSION AND SEDIMENT CONTROL DICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE. 172 \ 3. CONSTRUCTION SEQUENCE FOR SOIL EROSION AND SEDIMENT CONTROLS: A. INSTALL ALL SEDIMENT FENCES AND/OR HAY BALE BARRIERS AS SHOWN ON THIS \ PLAN. CLEAR TREES, SHRUBS AND BRUSH IN AR . S WHERE GRADING WILL BE REQUIRED B. AND GRUBAREAS TD REMOVE ALL STUMPS, ROOTS, ETC. DISPO. OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE. REMOVE AND ST0C.KPILE A— r THE DOWNSLOPE "SID SEED STOCKPILE i� L 1=1411�� AT A PA Jr D. EXCAVATE ANDIOR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN $INCH LIFTSBRUSH, RUBBISH, OBJECTIONABLE MATERIAL. MOISTEN OILSURFACIE � BUILDING DEBRIS, OR ANY OTHER 6d ' PERIODICALLY WITH WATER TD MINIMIZE DUST. \ E. CONSTRUCT BUILDING AND INSTALL UTILITIES® ADD EROSION CONTROL DEVICES AS \ NEEDED. F PLACE AND COMPACT BASE MATERIAL TO FINAL GRADE. INSTALL PAVEMENT, CURB, 166— SIDEWALKS, RAMPS, STEPS, ETC. \ G. ALL DISTURBED AREAS NOT COVERED BY BUILDING, DRIVEWAYS, SIDEWALKS, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: I 164- 1, PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATION'S. .` r 2. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE, � 3. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. 4. SEEDING SHOULD TAKE PLACE BEE7WEEN APRIL 1 AND MUNE 15 OR AUGUST 15 AND SEPTEMBER 30. IF OUTSIDE THESE PERIODS, AREAS SHALL BE STABILIZED �62.� WITH STRAW OR HAY MULCHING AT A RATE OF 90 POUNDS PER 1000 SQUARE \ FEET. H. STABILIZE STEEP SLOPES (301 OR STEEPER) AS SOON AS PRACTICAL WITH CURLER' EROSION CONTROL FABRIC OR EQUIVALENT AND PERMANENT SEEDING AS SPECIFIED BELOW. \ I. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT - J. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES OF SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER PARTIES. K. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART Co. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL AND ANNUAL RYEGRASSES IE. FIESTA li,BLAZ`\ ER 11, DASHER II AND EXPRESS. MIX WITH CROWN VETCH SEED MIX, A SEEDING �\ RATE OF 5 — 7 LBS PER 1000 SF IS RECOMMENDED. L. ADDITIONAL EROSION AND SEDIMENTATION CONTROL MAY BE REQUIRED AS DIRECTED BY TOWN STAFF L'MIT OF 50' REGULATED AREA UTILITY POLE TEST MOLE INFORMATION OBTAINED FROM MAP REFERENCE 3A® MORE OR LESS FT FEET REC RECOVERED E3 MON MONUMENT IP IRON PIPE EXISTING CONTOUR REBAR WF# WETLAND FLAG TYP. TYPICAL L'MIT OF 50' REGULATED AREA An A S. F. FF ELEV. JG - 0 \ L—�l 1 I \j N I 2" MIN® 4" PERF. PV NOT To SCALE M.A P: s EF T. 76st GRAPHI SCALE 2e 0 ec 2.0 F T ) I inch = 20 tt. GROUNDWATERIMOTTLING a " WIN. TO LEDGEIROCK 176--\ � 1"I)EEP TEST PIT RESULTS EDGE OF WETLANDS TEST MOLE INFORMATION OBTAINED FROM MAP REFERENCE 3A® —— S701^jE WALL 0'f-3ff TOPSOIL BUILDING SETBACK LINE 3"-40"a BROWN SANDY LOAM TREE LINE 40"®87" SAND AND GRAVEL PROPERTY LINE m .--1$0— — -- EXISTING CONTOUR ®—� SILT FENCE NO LEDGE SUBDIVISION LOT NUMBS? An A S. F. FF ELEV. JG - 0 \ L—�l 1 I \j N I 2" MIN® 4" PERF. PV NOT To SCALE M.A P: s EF T. 76st GRAPHI SCALE 2e 0 ec 2.0 F T ) I inch = 20 tt. GROUNDWATERIMOTTLING a " WIN. TO LEDGEIROCK 176--\ � 1"I)EEP TEST PIT RESULTS TEST MOLE INFORMATION OBTAINED FROM MAP REFERENCE 3A® —— 0'f-3ff TOPSOIL 0"®9gA TOPSOIL 3"-40"a BROWN SANDY LOAM 9"-39" BROWN SANDY LOAM 40"®87" SAND AND GRAVEL 3933-8 fa SAND AND GRAVEL NO MOTTLING NO MOTTLING ATE 87" NO WATER NO LEDGE NO LEDGE TP -1 of®2 fa TOPSOIL fa— as TOPSOIL 2 as -2 of BROWN SANDY LOA as®2 BROWN SANDY LOAM 28'"-86$0 SND AND GRAVEL 2 '"-2 fa SAND AND GRAVEL NO MOTTLING NO MOTTLING NO WATER NO WATER 0 LEDGE NO LEDGE PERC. HOLE #1*- 10.1-20 MIN.IINCH PERC. HOLE #30- 10.1-2D MIN./INCH i 1. THIS MAP AND SURVEY HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-3008-1 THROUGH 20-30OB— 0 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES — "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT", ADOPTED Y THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC., ON SEPTEMBER 26, 1996. IT IS A "DEPENDENT RESURVEY" BASED ON MAP REFERENCE 3A, WHICH STATES THAT IT IS "CONFORMING TO HORIZONTAL IT DRIVE ACCURACY CLASS A-25'. IT ALSO STATES THAT "NORTH ARROW, BEARINGS AND COORDINATES ARE BASED UPON THE CONNECTICUT COORDINATE SYSTEM (NAD 1983)". THE TOPOGRAPHIC INFORMATION DEPICTED HEREON REFERENCES THE PLAN CALLED OUT IN NTE 3A BELOW WHICH STATES, "PLANNIMETRIC FEATURES E FROM AERIAL PHOTOMETRIC MAPPING PREPARED BY GOLDEN AERIAL SURVEYS, INC. (PHOTOS DATED: APRIL 26, 2001) AND SUPPLEMENTED WITH FIELD SURVEY Y MILONE & MACBROOM, INC. FEBRUARY 2006". THE BENCHMARK SET ON SITE IS REFERENCED TO LOCAL CATCH BASIN TDP OF FRAMES AS PER MAP REFERENCE 3A. 2. REFERENCE MAY BE MADE TO THE FOLLOWING DEED RECORDED IN THE TOWN OF MONTVILLE LAND RECORDS: VOLUME: 547 PAGE: 789 TYPE: WARRANTY GRANTOR: SUSAN E. KA YE GRANTEE: CRAIG RUHS DATE: EXECUTED: 4-09-2010 :DATE RECORDED: 4-12-2010 3. REFERENCE MAY BE MADE TO THE FOLLOWING PLANS: 0 A,'• "PROPOSED SUBDIVISION, KAYE PROPERTY, NEW LONDON TURNPIKE (ROUTE 85) & DAISY HILL DRIVE, O TVILLE, CONNECTICUT, DATED MAY 5, 2006, LAST REVISED AUGUST 16, 2007", PREPARED BY MILONE ®MACBROOM, CHESHIRE, CONNECTICUT (FILED MAPS 2205-2214) "SUBDIVISION PLAN PREPARED FOR ROGER L. LINDA. K, PHILLIPS, DAISY HILL SUBDIVISION, CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT, SCALE: 1''= 100, DATE: JANUARY 1992, LASR REVISED (#7) 1 1–m5-92, IDENT. NO. 87-954", PREPARED BY ROLAND J. HARRIS & ASSOC., INC., GRISWOLD, CONNECTICUT. (FILED MAP 13 1) . THE LIMIT OF 50' REGULATED AREA DEPICTED HEREON WAS 03 7AINED F;,' -OM MAP REFERENCE 3A. 5. THE SITE IS ZONED R-40. 6. SAID PARCEL IS TOGETHER WITH AND SUBJECT TO SUCH RIGHTS AS IVAY EXIST. 81T DRIVE 7. THERE ARE NO SEPTIC SYSTEMS WITHIN 75' OF THE PROPOSED WELL. THERE ARE NO WELLS WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. 8. THI= FINISH FLOOR ELEVATION OF THE HOUSE IS SPECIFIED TO BE 177.5 AS PER MAP REFERENCE 35A® THE GARAGE FLC?OR ELEVATION IS SPECIFIED TO BE 175>0 AS PER MAP REFERENCE A. CHANGES TO THESE ELEVATIONS MAY BE MADE WITH APPROVAL FROM AUTHORIZED MUNICIPAL OFFICIALS AND/OR UNCAS HEALTH DISTRICT. 9, THE ROOF LEADER INFILTRATION GALLERIES ARE TO BE INSTALLED IN ACCORDANCE WITH SPECIFICATIONS CALLED OUT IN MAP REFERENCE 3A OR EQUIVALENT. THIS DRAWING IS THE PROPERTY OF THE LAND SURVEYOR. THIS PLAN AND REPRODUCTIONS, ADDITIONS OR REVISIONS OF THIS PLAN ARE NOT VALID WITHOUT THE EMBOSSED SEAL AND SIGNATURE OF THE LAND SURVEYOR WHO PREPARED THIS PLAN. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. " SUSAN/F. CAPP, L, :,- 15157 LICENSE NO. DATE 1 ' ON CENTER a_-. ol