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Home My WebLink AboutPlot PlanN /F HAROLD F. CHAPEL 10 /3/, • 1 j j / 40 i . LI / l I WF EDGE OF '� 1 AREAi -� 1 I 1 - 10,500 Sq.Ft.f INLAND WETLANDS 004 ' i + I ' ( B�LKHE, AS FLAGGED ' BY m i m { � R. RICHARD SNARSKI SOIL SCIENTIST 6� / ` i12) C9Wt T Tj C =" -. CK�1�f�1 w 0-510 / / RON PIPE 1 SET 9 J N/F STEPHEN (KOZIEL 1 l � o \ ------ 10 4 PROPERTY UNE STREET LINE GUARD RAIL - — — — — - EXISTING CONTOUR PROPOSED CONTOUR EDGE OF WETLANDS SILT FENCE `ag UTILITY POLE O SEWER MANHOLE THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED Q THIS DRAWING IS THE (PROPERTY OF THE LAND SURVEYOR. THIS 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#02- 091 N /F KITEMAUG ORCHARDS ASSOC. EROSION AND SEDIMENTATION CONTROL PLAN 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 SINGLE FAMILY RESIDENCE. THERE ARE NO INLAND WETLANDS FILLING. GENERAL NOTES: 1) MAP REFERENCES: A) PLAN OF BUILDING LOTS ON MASSAPEAG FARM OWNED BY F. W. BROWNING SCALE 1"=100 FT. BY C. E. CHANDLER & S. B. PALMER, ENGR'S 1910. B) PLAN OF SHORE LOTS HAUGHTON COVE TERRACE MONTVILLE CONNECTICUT, FOR SALE BY F. E. WILBER REALTY CO. SCALE 50 FEET TO THE INCH. BY CHANDLER & PALMER ENGR'S AUGUST 1911. C) ASSESSORS MAP 84, LOTS 164 AND 165. 2) THE AREA OF COVERAGE FOR HOUSE AND APPURTENANCE SHOWN ON THIS PLAN SHALL BE THE TOTAL ALLOWABLE COVERAGE OF THIS LOT. COVERAGE ON PLAN ENTITLED "PLAN SHOWING PROPOSED HOUSE, DRIVEWAY, SEWER CONNECTION AND WELL ON PROPERTY OF DAWN D. JANSEN KITEMAUG ROAD MONTVILLE CONNECTICUT SCALE: 1"=20' JANUARY 1999 = 1,315 Sq. FT., COVERAGE ON THIS PLAN = 1,191 Sq. Ft. OWNER / APPLICANT. DOMINICK M. CRISTELLO III 6 COBBLE WAY APT.# 6 COLCHESTER, CT. 06415 GRAPHIC SCALE . 20 0 10 20 40 no] 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL FILTER FABRIC SEDIMENT BARRIER ( IN FEE -1, ) IP LA N S ISE O W I N C;- t inch = 20 fL PROP O SED HOTJ'sE , DRIVEWAY, SEWER AND WATER CONNECTION ON PROPERTY OF D OMINICK M_ CRI'STELLO III 71 KITEMALTG ROAD MONTVIILLE, CONNECTICUT S C ALE : 1" —20 9 2002 MAY �� O O 2 d� NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY SND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR E EPICTED. ;IETER ARDNER "�c EREENy INC. LAND SURVEYING • PLANNING ENGINEERING 19 MIIL.ITARY HI3HWAY DALES FERRY, CT 06335 PH (860) 464-7455 FAX 18160) 464-5028 DIETEIR.GARDNER@SNET"NET THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGiJLATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS ANDr MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION W- LAND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZONjj '` ACCURACY CLASS D. TO MY KNOWLEDGE AND,I3�LIFF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: D %AVEY0 CT No. 14208 DATE: MAY --24. 2002 CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION, 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 30 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOIL_ AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 34 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 1 7. LOAM AND SEED ALL DISTURBED AREAS. 4 MAINTENANCE \ 1 INSPECT SEDIMENT BARRIERS AFTER EACH STORM EVENT AND REPAIR OR REPLACE APPROXIMATE 1 J AS NECESSARY. CLEAN OUT OF ACCUMULATED SEDIMENT IS NECESSARY IF 1/2 OF 6" WATERLINE { ORCHARD THE ORIGINAL HEIGHT OF THE BARRIER BECOMES FILLED IN WITH SEDIMENT. { f { t DRIVE t '4E ( { GENERAL NOTES ` { { 1. MAINTAIN ALL SEDIMENT AND EROSION CONTROL FACILITIES UNTIL ALL 34 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. 30 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 1. SET POSTS & EXCAVATE 2. STAPI t-' THE WIRE 1 TEMPORARY SEEDING A 6" x 60 TRENCH. SET MESH FENCING TO POSTS DOWNSLOPE. ANGLE END POST. USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 lbs./ & SELF-CLEANING. 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 lbs./1000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF 70 lbs./1000 S.F. PERMANENT SEEDING OO' SLED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER N F / THAN 2 IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 Ib s./1000 S.F. FERTILIZE WITH L- \ ROBERT W. _ A _ 0-1 O OR ¢� T a¢ i71.�/yS.F.__. .- 1 UIVI°� ._._ A'', RATE V' .J J�.. .LJi i'h SI E._; . 0 L AN"_` IN -0 S(YL l.'� i l� 3- 4 W- A ^� EWUu�'Aicv T. 5-�L A= - CA- 12 min. , 'APPLY LAWN SEED BY HAND, CYCLONE SEEDER OR HYDROSEEDER. LIGHTLY DRAG OR~ROLL THE ® s -__ED SURFACE TO COVER SEED. SEEDING SHOULD BE DONE BETWEEN APRIL 15 AND JUNE 15 OR CAROL A. WILSON 8-TWEEN 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. FILTER COMPACTED 1 FABRIC BACKFILL IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SUMMER OF 2002. flow It- mit- 'JAM, GRAPHIC SCALE . 20 0 10 20 40 no] 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL FILTER FABRIC SEDIMENT BARRIER ( IN FEE -1, ) IP LA N S ISE O W I N C;- t inch = 20 fL PROP O SED HOTJ'sE , DRIVEWAY, SEWER AND WATER CONNECTION ON PROPERTY OF D OMINICK M_ CRI'STELLO III 71 KITEMALTG ROAD MONTVIILLE, CONNECTICUT S C ALE : 1" —20 9 2002 MAY �� O O 2 d� NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY SND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR E EPICTED. ;IETER ARDNER "�c EREENy INC. LAND SURVEYING • PLANNING ENGINEERING 19 MIIL.ITARY HI3HWAY DALES FERRY, CT 06335 PH (860) 464-7455 FAX 18160) 464-5028 DIETEIR.GARDNER@SNET"NET THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGiJLATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM STANDARDS FOR SURVEYS ANDr MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIATION W- LAND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZONjj '` ACCURACY CLASS D. TO MY KNOWLEDGE AND,I3�LIFF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITLE: D %AVEY0 CT No. 14208 DATE: MAY --24. 2002