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Home My WebLink AboutSite PlanEDGE OF INLAND WETLANDS AS FLAGGED BY R. RICHARD SNARSKI SOIL SCIENTIST 20 N/F 1 HAROLD F. CHAPEL . ' \y - WF Q¢� t /3/ /TOPSOIL I STOCK LJIPILE 4 FOOTING RAI OUTLE � t I W L AREA =' 10,500 S Ft .± -� 1 1 BLKHEAD I � ( m I 50 ' I , PROPOZ)t- 2 STORY r HOUSE / - \ 12 x12 \ / \ \ DECK ! \ 1 15' \ a "75.65 / / \ ' �1 4r 7'4-11 —ac I � / PROPOSED DRILLED Y H L5 CO H 3 sro \XO)l t F I IRON r / PIPE ( \ 11A.0 G H T O N / ! \ \\ \\1 \ LEGEND / $ 9 N/F STEPHEN IKOZIEL j 0-0-13 ^—� 10 4 — PROPERTY UNE STREET LINE GUARD RAIL – — — — — – EXISTING CONTOUR f—�-� PROPOSED CONTOUR EDGE OF WETLANDS SILT FENCE `tea UTILITY POLE SEWER MANHOLE THE STONE WALLS AND/OR FENCES SHOWN AS BOUNDARIES MAY HAVE IRREGULARITIES OF COURSE BETWEEN PRINCIPAL POINTS OF COURSE INDICATED GRAPHIC SCALE 20 0 10 20 40 (nNFEEr) 1 inch = 2) fL N/F KITEMAUG ORCHARDS ASSOC. 30 19 so NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 30 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 OFA 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. CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION, 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOII''-AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ,ALL DISTURBED AREAS. 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. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 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 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE A 6" x 6" TRENCH. SET MESH FENCING TO TEMPORARY SEEDING POSTS DOWNSLOPE. ANGLE END POST. UPSLOPE FOR STABILITY 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 Ibs./1000 S.F. I PERMANENT SEEDING 100. SEED BED PREPARATION: FINE GRADE AND RAKE SOIL SURFACE TO REMOVE STONES LARGER - J THAN 2' IN DIAMETER. APPLY LIMESTONE AT A RATE OF 90 lbs./1000 S.F. FERTILIZE WITH1pt- � 2 OR 10 EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER rnin. so NOTE: BOUNDARY LINES OF ADJOINING PROPERTIES ARE SHOWN FOR GENERAL INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE CONSTRUED AS BEING ACCURATELY LOCATED OR DEPICTED. 30 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 OFA 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. CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION, 2. INSTALL SEDIMENTATION CONTROL BARRIERS AS SHOWN ON THE PLAN. 3. REMOVE EXISTING VEGETATION AND TOPSOIL WITHIN THE LIMITS OF CONSTRUCTION. STOCKPILE TOPSOII''-AS SHOWN ON THE PLAN. 4. ROUGH GRADE THE DRIVEWAY AND HOUSE AREAS. 5. INSTALL/CONNECT UTILITIES 6. FOLLOWING CONSTRUCTION OF THE HOME, FINISH GRADE ALL DISTURBED AREAS. 7. LOAM AND SEED ,ALL DISTURBED AREAS. 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. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). 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 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH 20 THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL I ETE R ARDNER "�t EREEN, INC. LAN13 SURVEYING • PLANNING ENGINEERING 19 MILITARY HIGHWAY GALES FERRY] CT 06335 PH (9360) 464-7455 FAX (860) 464-5028 DI ETIER.GARDN ER@S N ET.N ET FILTER FABRIC SEDIMENT BARRIER PLAN SHOWING PROP O SED HOUSE , DRIVEWAY, DRILL WELL AND SEWER CONNECTION ON PROPERTY OF IDOMINICIK 1\4- 71 _71 I<I TE MALT G ROAD MONTVILLE, CONNECTICUT S C ALE : 1" 202' MAY 2002 REVISED: JUNE 5, 2002 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES – "MINIMUM STANDARDS FOR SURVEYS A D APS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIAT10 AND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZO L CCURACY CLASS D. TO MY KNOVALEDGE A EI-, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITI DA 4, 2002 R CT No. 14208 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE A 6" x 6" TRENCH. SET MESH FENCING TO TEMPORARY SEEDING POSTS DOWNSLOPE. ANGLE END POST. UPSLOPE FOR STABILITY 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 Ibs./1000 S.F. I PERMANENT SEEDING 100. SEED 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 lbs./1000 S.F. FERTILIZE WITH1pt- � 2 OR 10 EQUIVALENT, AT A RATE OF 7.5 lbs./1000 S.F. WORK LIMESTONE AND FERTILIZER rnin. ROBERT W. 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 CAROL A. WILSON 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 HYDROSEEOER IS USED, INCREASE SEED MIXTURE BY 101.. 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 , FABRIC BACKFILL IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SUMMER OF 2002. flow 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH 20 THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL I ETE R ARDNER "�t EREEN, INC. LAN13 SURVEYING • PLANNING ENGINEERING 19 MILITARY HIGHWAY GALES FERRY] CT 06335 PH (9360) 464-7455 FAX (860) 464-5028 DI ETIER.GARDN ER@S N ET.N ET FILTER FABRIC SEDIMENT BARRIER PLAN SHOWING PROP O SED HOUSE , DRIVEWAY, DRILL WELL AND SEWER CONNECTION ON PROPERTY OF IDOMINICIK 1\4- 71 _71 I<I TE MALT G ROAD MONTVILLE, CONNECTICUT S C ALE : 1" 202' MAY 2002 REVISED: JUNE 5, 2002 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES – "MINIMUM STANDARDS FOR SURVEYS A D APS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE CONNECTICUT ASSOCIAT10 AND SURVEYORS, INC. IT IS A COMPILATION PLAN CONFORMING TO HORIZO L CCURACY CLASS D. TO MY KNOVALEDGE A EI-, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. TITI DA 4, 2002 R CT No. 14208