Loading...
HomeMy WebLinkAboutPlot PlanN/F HAROLD F. CHAPEL � 1 10 4 EDGE OF AREA 100500 Ft. a ` 01 �0 INLAND WETLANDS 0 4 j J �,,. D_ AS FLAGGED BY m I f 35 -L R. RICHARD SNARSKI , 1 • % ) � � � 1 12X12 r SOIL SCIENTIST F 1 I PROPOSEC� \ GARAGE 6�/ E t CK� TWO , \ \ ) ( L IDE!_ STORY I\ \ F HOUSE i \\ PROPOSED 50 \ t DRIVE \ ,� \PRO POSED SE \ 1 SER LINE F 7) \115.65' \ REBAR � / f IRON PIPE /SET j \ � l \ '13 AR AGE C 'O 'V IE / \ \ \ CONCRETE 9 I N /F P AD I STEPHEN K OZIEL 1 \ , ' HOUSE WIF 10 -0-0-0 ❑ 10 4 LE EN F - — PROPERTY LINE — — STREET LINE �- GUARD RAIL EXISTING CONTOUR -- PROPOSED CONTOUR EDGE OF WETLANDS 13 SILT FENCE UTILITY POLE O SEWER MANHOLE GRAPHIC SCALE N /F KITEMAUG ORCHARDS ASSOC. �34 1 APPROXIMATE 6" WATERLINE OR`C 11ARI: i l \ 34 30 S \ N /F ROBERT W. i CAROL A. WILSON 10 20 40 80 - _ e ( IN FEET ) 1 inch = 20 ft. DIETER & GARDNER LAND SURVEYORS a PLANNERS 19 MILITARY HIGHWAY GALES FERRY, CT. 46335 (860) 464-7455 FAX (860) 464-5028 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: u- 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. FI CONSTRUCTION SEQUENCE: HOUSE 1. STAKEOUT LIMITS OF CONSTRUCTION, 2. INSTALL SEDIMENTATION CONTROL BARRIERS A5 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 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. 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. 3. SLOPES IN HIGH MAINTENANCE AREAS SHALL NOT EXCEED 3:1 (H: V). TEMPORARY SEEDING USE A TEMPORARY VEGETATION COVER OF ANNUAL RYE GRASS AT A RATE OF 1.0 Ibs./ _1 0 1 T A RS.F. I` A 0 1 FERTILIZER, IZER OR EQUIVALENT, T A ATE OF t. Ibs. 1000 S C E L EQU 5 AND LIME.-JONE AT A RATE, OF 90 ibs./1+000 S.F. APPLY STRAW OR HAY MULCH AT A RATE OF _/0 Ibs. /1000 S.F. PERMAN� NT SEEDING SEED BEE 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 Ibs./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 NiU'LCHING 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 Ibs./1000 S.F. SPREAD MULCH BY HAND OR MULCH BLOWER. PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE OR DISK HARROW. IT IS ANTICIPATED THAT CONSTRUCTION WILL COMMENCE IN THE SPRING OF 1999 1. SET POSTS & EXCAVATE 2. STAPLE THE WIRE A 6" x 6" TRENCH. SET MESH FENCING TO POSTS DOWNSLOPE. ANGLE: END POST. UPSLOPE FOR STABILITY & SELF-CLEANING. I min. FILTER Ii� COMPACTED FABRIC - 1 BACKFILL flow 'F 3. ATTACH FILTER FABRIC TO 4. BACKFILL THE TRENCH THE WIRE FENCING & & COMPACT WITH EXTEND IT INTO THE TRENCH. EXCAVATED SOIL. GENER L NOTES: 1) M/ -.i 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. 6) PLAN OF SHORE LOTS HAUGHTON COVE TERRACE MONTVIL_LE CONNECTICUT, FOR SALE BY F. E. WILBER �?EALTY CO. SCALE 50 FEET TO THE INCH. BY CHANDLER & PALMER ENGR'S AUGUST 1911. C) .ASSESSORS MAP 84, LOTS 164 AND 165. t' 2) TH AREA OF COVERAGE FOR HOUSE AND APPURTENANCE SHOWN ON THIS PLAN SHALL. BE THE TOTAL ALS WABLE COVERAGE OF THIS LOT_ OWNEIk / APPLICANT: DAWN D. JANSEN 12 TRA -MART DRIVE I UNCASVILLE, CT. 06382 ,'- 4 y' ti t • , U -ices Hitt cem _117 1 Igr1 �� r •Gr:a're1� . , _ J ;3 .� M 0 a VIA � • e^� a P (• ��p +••-i sof re- n � i1t..I� ,� w r ��` �A� INS / t orNrrun.ty Correcit 4 erit� '' Ciro •' ,l. r- - r I4ughtctn•": ,1 0114 w NTE MANGE �\� / ;,< L r` a i i z ``� x. h . i r F �• •`t �',�.€ �� ��.\ { amort: ,Jr to * Se ge� Pt • � ' ' �!,r! �� \ ' � c ! � :1'� � (:'vu� tom'' ,/ r �,,, ' �' _ 4 f Cef Cern, • �., r�r��t�� tee.' R 5' !'. � f.r„ .1 J-1 • r. f ti •• ff wts ) O C A T I (\l M A p SCALE 1 "- 20-00' PLAN SHOWING PR,OPOS'ED HCJLTSE, DRIVEWAY, SEWER CONNECTION AND WELL ON OF DAWN D_ JA.NS'EN KITE N1ATJ G ROAD N1ON-IF VILLF, CONNEDc-rICT- --, SCALA-�: 1 " 2O' JANUARY 'I i0l 9 9 REVISED FEBRUARY 10, !999 THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH SECTIONS 20-300b-1 FILTER . FABRIC SEDIMENT BARRIER THRU 20-300b-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES - "MINIMUM ��,►1♦titrl ,�� STANDAR S FOR S RVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ENDORSED BY THE �,� C0NNEC CUT ASS DATION OF LAND SURVEYORS, INC. IT IS A COMPILATION PLAN ♦�•►`,��©�,,,., ��- CONFO IN TO ORIZONTAL ACCURACY Cl_ASS D. TO M KN D E AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. C_ CT Ti L ND SURVEYOR No. 1203 DATE JANUARY 11, 1998 �-w _ e_...