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Home My WebLink About97-94P_GEISSLERS SUPERMARKET_SULLIVAN AVENUEI 05- 4 0 50 42 ZONING TABLE ZONE - GENERAL COMMERCIAL REQUIRED MIN. LOT AREA 15,000 S.F. MIN. FRONT YARD 50, MIN. SIDE YARD 10, MIN. REAR YARD 15' MIN. LOT WIDTH 100' MIN. LOT DEPTH 150' MAX. BUILDING HEIGHT 40' MAX. BUILDING COVERAGE 30% MAX. IMPERVIOUS COVERAGE 6 5% PARKING REQUIREMENTS: TOTAL BUILDING AREA = 61,046± SF (INCLUDING ADDITIONS) PARKING REQUIRED 244 SPACES PARKING PROVIDED 356 SPACES * CALCULATIONS BASED ON THE FOLLOWING PLANS: PLOT PLAN PREPARED FOR SAVINGS BANK OF MANCHESTER SOUTH SIDE SULLIVAN AVE SOUTH WINDSOR, CONN. DATE: MAY 10, 1989 SCALE: 1 IN. =20 FT. REVISED: 7-21-89, 8-28989, & 9-6-89 BY ALFORD ASSOCIATES... SITE PLAN - DIPLOMAT RESTAURANT, SULLIVAN AVENUE SOUTH WINDSOR, CT DATE 9-12-83, MAP 5419-A... PROVIDED 848,200 S.F. 57' 20'� 1 5'-t 1455' 750'± 20'± 7.3% f 44.6% 50 1 7A through 1 7Y m —PROPOSED BUILDING ADDITION PROPOSED BUILDING ADDITION 4 SULLIVAN AVE CONN. ROUTE 30 t I�APHJ( A[[ 1 200' ABUTTERS WITHIN 500 FEET OF SUBJECT PARCEL WITH MAILING ADDRESSES I BLANCHARD & ROSSETTO ENTERPRISES 189 WEST CENTER STREET MANCHESTER. CT 2 JEROME J BERKOWITZ 178 HILLSIDE AVE SOUTH WINDSOR, CT 3 GERTRUDE M. & ANNINO PLAGA 7 HILLSIDE DRIVE SOUTH WINDSOR, CT A MARY J SEDAR 47 TROY ROAD SOUTH WINDSOR. CT 5 RSK—KELLCO INC. 1750 ELLINGTON ROAD SOUTH WINDSOR, CT 6 THOMAS R WALLACE JR 31 HILLSIDE DRIVE SOUTH WINDSOR. CT 7 MICHAEL P COBURN 23 HILLSIDE DRIVE SOUTH WINDSOR, CT 8 ARTHUR FRANCIONE 15 HILLSIDE DRIVE SOUTH WINDSOR, CT 9 YOUNG 8 & YOOJIN SHIN 7 HILLSIDE DRIVE SOUTH WINDSOR, CT 10 JOHN J. & DEELA T. MITCHELL 40 WINDY HILL DRIVE SOUTH WINDSOR, CT 11 JOSEPHINE MAZZARELLA 135 WOLCOTT HILL ROAD WINDSOR. CT 12 STANLEY & HELEN B. ZALEGOWSKI 26 HILLSIDE DRIVE SOUTH WINDSOR, CT 13 JON E_ & LUCRETTIA G. ROSE 26 HILLSIDE DRIVE SOUTH WINDSOR, CT 14 RONALD F. MARTIN 46 WOODPOND ROAD WEST HARTFORD, CT 06107 15 RONALD MARTIN 46 WOODPOND ROAD WEST HARTFORD, CT 16 FRANK MANNARINO & SONS INC. 310 NUTMEG ROAD SOUTH WINDSOR. CT 17A ARTHUR A & BARBARA B ROBBINS 5 WAPPING AVE SOUTH WINDSOR, CT 17B NANCY j. HUTT 15 WAPPING AVE SOUTH WINDSOR, CT 17C BRIAN E & ANNIE G. CORMIER 19 WAPPING AVE SOUTH WINDSOR,CT 17D ABDALLAH & ELAINE ABOUAI,AR 23 WAPPING AVE SOUTH WINDSOR, CT 17E JAMES C & ANN—LUZ B. McGOWAN 27 WAPPING AVE SOUTH WINDSOR, CT 17F FRANCINE j &ROMANS. KARP 41 WAPPING AVE SOUTH WINDSOR, CT 17G SARAH j. AUGUSTINE 45 WAPPING AVE SOUTH WINDSOR, CT 17H DOUGALS E & KAREN L. WETHERELL 49 WAPPING AVE SOUTH WINDSOR, CT 171 SUZANNE KEMPF 21 CHAPIN STREET SOUTH WINDSOR, CT 17J JEFFERY A. RODICK 25 CHAPIN STREET SOUTH WINDSOR, CT 17K BRENT A & KIM M. JOHNSON 31 CHAPIN STREET SOUTH WINDSOR, CT 17L DEBRA A. SCHUSTER 35 CHAPIN STREET SOUTH WINDSOR. CT 17M HARRY W. & JEANNE G. JOHNSON 32 WAPPING AVE SOUTH WINDSOR, CT 17N LORNA C. & FERANDO K. GRANT 28 WAPPING AVE SOUTH WINDSOR, CT 170 ANGLEA M. NASON 46 JOHN K. IDA CUTLER 24 WAPPING AVE 36 GRAHAM ROAC SOUTH WINDSOR. CT SOUTH WINDSOR. CT 17P MONICA A DEFFLEY 47 THERESE M DONAHUE 20 WAPPING AVE I I 18 SULLIVAN AVE SOUTH WINDSOR, CT SOUTH WINDSOR. CT 170 DENNIS & BRENDA L. FOREMAN 48 JIM14Y C. & KYUNG JA CHO 19 STOUGHTON DRIVE 254 SAND HILL ROAD SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17R TODD C GARON 49 JOHN J. MICHAEL P.O. BOX 886 40 WINDf HILL RE) WATERTOWN, CT 06795 SOUTH WINDSOR, CT 17S KAREN POWELL 50 HUGO M. PATELLI 36 STOUGHTON DRIVE 1115 SULLIVAN AVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17T KAREN L. & EDMUND T. MELIA 51 BANK OF SOUTH WINDSOR 30 STOUGHTON DRIVE 1695 ELLINGTON AVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17U TIMOTHY & CHERETTA HAYES 52 BANK OF SOUTH WINDSOR 26 STOUGHTON DRIVE 16915 ELLINGTON AVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17V RICHARD A JR. & LAURIE A. ZITKUS 53 ROSE D. PETRAITIS 22 STOUGHTON DRIVE 1014 SULLIVAN AVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17W LUIS F. & ROSANNA M BAENA 54 RALPH C & MARY T HALL 16 STOUGHTON DRIVE 1024 SULLIVAN AVE SOUTH WINDSOR, CT SOUTH WINDSOR, CT 17X MARY B. RAMSEY 12 WAPPING AVE SOUTH WINDSOR, CT 17Y CHARLES W. & SUSAN E. BABELLA 4 WAPPING AVE SOUTH WINDSOR. CT 42 TOWN OF SOUTH WINDSOR 161 NEVERS ROAD SOUTH WINDSOR, CT 43 TOWN OF SOUTH WINDSOR 91 AVERS ROAD SOUTH WINDSOR. CT 44 HAZEL C. STRONG 6 GRAHAM ROAD SOUTH WINDSOR. CT 45 EPIFANIO & MARIA COLON 14 GRAHAM ROAD SOUTH WINDSOR, CT a 4F I IIIIIIII TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. LS 10839 KENNETH R. PETERSON REGISTRATION NO. In Dipkl 7 n NOTES: 1 THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-30015-20, THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS IS A DATA ACCUMULATION PLAN AND CONFORMS TO HORIZONTAL ACCURACY CLASS "C" AND IS INTENDED TO SHOWN THE LIMITS OF PROPERTY AS SHOWN ON MAPS REFERENCED HEREON. SAID MAPS ARE ON FILE �N THE TOWN LAND RECORDS. 2 THE PARCEL IS LOCATED WITHIN A GENERAL COMMERCIAL ZONE. 3 THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON TAESE PLANS ARE AS OBTAINED BY FIELD MEASUREMENTS, RECORD MAPS. AND OTHER SOURCES OF INFORMATION AND SHOULD BE VERIFIED BY THE DEVELOPER OR CONTRACTOR BY CALLING "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. 4 THE UTILITi -FRVICF FOR THE PROPOSED BUILDING ADDITIONS TO BE CONNFCTED TO EXISTING Bl_)ILDI�G UTILITIES. 5 ANY EXISTING UTILITIES OR MECHANICAL EQUIPMENT THAT FALL WITHIN THE LIMITS OF THE PROPOSED BUhDING ADDITION ARE TO BE RELOCATED. THE NEW LOCATION OF ANY SUCH UTILITY IS 10 BL COORDINATED WITH THE PROPER UTILITY CO AND THE DEVELOPER/CONTRAr' TOR. 6 THERE WILL BE NO CHANGES TO THE EXISTING SITE SIGNAGE. 7 NO ADDITIONAL SITE LIGHTING WILL BE REQUIRED. 8 THERE WILL BE NO INCREASE IN STORM WATER RUNOFF FROM THE SITE. MAP REFERENCE LAND OF COMMERCIAL INVESTMENTS, INC. TOWN OF SOUTH, CONN. PARCEL B: TO BE LEASED TO ANTONIO REALE, ETAL SCALE: 1"=40' NOV. 19,1971 REVISED OCT. 21,1980 EVERETT 0. GARDNER ROCKVILLE, CONN. BOUNDARY SURVEY PROPERTY OF JEROME BERKOWITZ 1017 SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATE 3-10-86 SCALE:1"=20' REVISED 8-1-86 MESSIER & ASSOCIATES... SITE PLAN SOUTH WINDSOR DEVELOPMENT CO. IN SOUTH WINDSOR, CONNEC__ICUT SCALE:1"=40' DATE:11-7-83 REVISED: 11-28-83 & 12-15-83 GARDNER & PETERSON ASSOCIATES... PLOT PLAN PREPARED FOR SAVINGS BANI< OF MANCHESTER SOUTH SIDE SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATED MAY 1, 1989 SCALE:1 IN.= 20 FT REVISED 7-21-89, 8-28-89, & 9-6-89 ALFORD ASSOCIATES INC. 4*01 P,� C) mt, �-. Z, LU NO. 10839 CENS'_" 0 OvI s U REVISIONS 11-19-97 DATA ACCUNfLJLATION PLAN Lrvy JL-1 PA MAP PREPARED FOR GEMLERS SUPERMARKET APPIJ('ANT: JAMES H. NILSSON, JR. 965 SULLIVAN AVE., SOUTH WINDSOR, CT PHONE: (860) 644-3007 SOUTH WINDSOR. CONNECTICUT GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PH(_)NE:(860) 871 -0808 PROFESSIONAL ENGINEERS LAND SURVEYORS SCALE DATE I SHEET NO. I MAP NO. D.A.C. 1"=200' 1 10-21-97 1 OF 3 1740-2 1540 SULLIVAN AVENUE - SOUTH WINDSOR. CONN 06074 AREA CODE 860 / 644-2511 Sol CO' N/F GERTRUDE M. & ANNINO PLAGA I December 2, 1997 James H. Nilsson, Jr. 100 Bridge Street East Windsor, CT 06088 Dear Mr. Nilsson: Re: Appl #97-94P, Geissler's Supermarket Expansion Certified Mail RECEIVED We are pleased to advise you that the Planning & Zoning Commission voted on November 25, 1997 to approve with modifications the above referenced application for a Site Plan of Development for the construction of an addition on property located at 965 Sullivan Avenue, GC zone as shown on plans prepared by Gardner & Peterson Associates, Map No. 1740-2 and dated October 21, 1997. This approval is based on the following conditions: 1. Prior to commencement of any site work, a meeting must be held with Town Staff. 2. No building permits will be issued until the final mylars have been filed in the Town Clerk's office. 3. An as -built plan is required prior to issuance of a Certificate of Occupancy per Section 8. 1. 10 of the Zoning Regulations. 4. All plans used in the field by the developer must bear the stamp and authorized sionature of the Town of South Windsor. Black and white transparent mylars of Sheet #2 with the above modifications, together with three blueprint copies of the entire set of plans must be submitted to this Commission within 30 days to be stamped and signed. The letters of approval of this Commission must be reproduced on the mylars. After the Commission has signed the mylars, they will be returned to you for filing in the Office of the Town Clerk by March 14, 1998. After filing these plans, a copy ofthe receipt must be submitted to the Planning Department. FAC/pmm Cc: Town Engineer Chief Building Official Assessor Superintendent of Pollution Control Fire Marshal Gardner & Peterson, Inc. k Very truly yours, PLANNING ZONING COMMISSION Frank A. Castro, Chairman ON V tz, APPROX.-LOCATION-OF -EXISTING SEWER LINE 9 S 69-46'28" E 82- 84-- 86 SULLIVAN AVE FA D APPROX. LOCATION OF 12" WATER MAIN Api'R �X: _�2q�7�10N. 91L G�� _MAI.N . . .. . .. . .. CONN. ROUTE 30 SILT FENCE COVER ON EXISTING CATCH BASIN DURING EXCAVATION WATER SERVICE TO BE RELOCATED 12' x 18' CONC. LOADING DOCK EXISTING CANOPY TO BE REMOVED N/F MARY S. SEDAR REVISIONS 40' 20' 0' 40' 80, 120' TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAf IS SUBSTANTIALLY CORRECTAS NOTED HEREON. 11-19-97 12-12-97 sewer line GRAPHIC SCALE 1 "=40' & approval leffer KENNETH R. PETERSON LS 10839 REGISTRATION NO. PLANTING SCHEDULE: SYMBOL COMMON NAME OUANITY SIZE CRIMSON KING MAPLE 4 2"-2.5" CAL. CANADIAN WHITE PINE 9 5'-6' HT. DWARF WINGED EUONYMUS 13 15"-18" HT. NOTES: 1 THIS SURVEY AND MAP HAVE BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES, SECTIONS 20-300b-1 THROUGH 20-300b-20, THE "MINIMUM STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. THIS IS A DATA ACCUMULATION PLAN AND CONFORMS TO HORIZONTAL ACCURACY CLASS "C" AND IS INTENDED TO SHOWN THE LIMITS OF PROPERTY AS SHOWN ON MAPS REFERENCED HEREON. SAID MAPS ARE ON FILE IN THE TOWN LAND RECORDS. 2 THE PARCEL IS LOCATED WITHIN A GENERAL COMMERCIAL ZONE. 3 THE LOCATION OF THE EXISTING UNDERGROUND UTILITIES SHOWN ON THESE PLANS ARE AS OBTAINED BY FIELD MEASUREMENTS, RECORD MAPS, AND OTHER SOURCES OF INFORMATION AND SHOULD BE VERIFIED BY THE DEVELOPER OR CONTRACTOR BY CALLING "CALL BEFORE YOU DIG" AT 1-800-922-4455 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION OR EXCAVATION. 4 THE UTILITY SERVICE FOR THE PROPOSED BUILDING ADDITIONS TO BE CONNECTED TO EXISTING BUILDING UTILITIES. 5 ANY EXISTING UTILITIES OR MECHANICAL EQUIPMENT THAT FALL WITHIN THE LIMITS OF THE PROPOSED BUILDING ADDITION ARE TO BE RELOCATED. THE NEW LOCATION OF ANY SUCH UTILITY IS TO BE COORDINATED WITH THE PROPER UTILITY CO. AND THE DEVELOPER/CONTRACTOR. 6 THERE WILL BE NO CHANGES TO THE EXISTING SITE SIGNAGE. 7 NO ADDITIONAL SITE LIGHTING WILL BE REQUIRED. 8 THERE WILL BE NO INCREASE IN STORM WATER RUNOFF FROM THE SITE. MAP REFERENCE: LAND OF COMMERCIAL INVESTMENTS, INC. TOWN OF SOUTH, CONN. PARCEL :B: TO BE LEASED TO ANTONIO REALE, ETAL SCALE: 1"=40' NOV. 19,1971 REVISED OCT. 21,1980 EVERETT 0. GARDNER ROCKVILLE, CONN. BOUNDARY SURVEY PROPERTY OF JEROME BERKOWITZ 1017 SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATE 3-10-86 SCALE:1"=20' REVISED 8-1-86 MESSIER & ASSOCIATES... SITE PLAN SOUTH WINDSOR DEVELOPMENT CO. IN SOUTH WINDSOR, CONNECTICUT SCALE:1"=40' DATE:11-7-83 REVISED: 11-28-83 & 12-15-83 GARDNER & PETERSON ASSOCIATES... PLOT PLAN PREPARED FOR SAVINGS BANK OF MANCHESTER SOUTH SIDE SULLIVAN AVENUE SOUTH WINDSOR, CONN. DATED MAY 1, 1989 S-CALE:1 IN.= 20 FT REVISED 7-21-89, 8-28-89, & 9-6-89 ALFORD ASSOCIATES INC. LEGEND EXISTING CONTOURS PROPOSED CONTOURS EXISTING WATER LINE EXISTING GAS LINE . .. . .. UTILITY POLE EXISTING CATCH BASIN EXISTING BCLC PROPOSED SILT FENCE EXISTING TREE EXISTING SEWER LINE DATA ACCUNWIAnON MdW PLOT PLAN - TOPOGRAPHIC PLAN PREPARED FOR GEL%LER9S SUPERMIAIUMT APPIJCANT JAMES H. NIISSON, JR. 985 SULUVAN AVE, SOUTH WINDSOR, CT. PRONE:(860) 644-3007 SOUTH WINDSOR, CONNECTICUT GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNECTICUT PHONE:(860) 871 -0808 PROFESSIONAL ENGINEERS LAND SURVEYORS ATE I SHEET NO - MAP NO. D.A.C. 11$=402 - --rlO-21-97 2 OF 3 1740-2 BY SCALE 4 GENERAL EROSION AND SEI EXISTING 12" PAVEMENT SQUARE CUT AND INSTALL JOINT FILLER MATERIAL 5 PERMANENT PATCH (SEE SPEC. BELOW) 1 4" MIN. OR MATCH EXISTING PAVEMENT DEPTH. WHICHEVER IS GREATER 6' COMPACTED PROCESSED AGGREGATE BANK RUN GRAVEL (DEPTH VARIES) UTILITY TRENCH DETAIL PERMANENT PATCH: TEMPORARY PATCH SHALL BE REMOVED, EXISTING PAVEMENT CUT BACK 6" MINIMUM (OR AS DIRECTED) FROM THE TRENCH TO MAKE A NEAT CLEAN SQUARE JOINT AND 6VERLAP ORIGINAC SUBGRADE A MINIMUM UNIFORM V' DEPTH SHALL BE EXCAVATED, CARE MUST BE TAKEN TO REMOVE ALL LARGE STONES AND UNSUITABLE MATERIAL, THE AREA SHALL THAN BE THOROUGHLY COMPACTED A HOT POURED RUBBER COMPOUND JOINT SEALER SHALL BE APPLIED TO THE CLEANED SQUARE EDGES A HOT BITUMINOUS CONCRETE MIN (CLASS I-D.O.T SPECS) SHALL BE APPLIED IN TWO 2- (ROLLED) LIFTS. A 1 1/2" - 2 TON (MINIMUM) ROLLER IS REQUIRED FOR EACH LIFT THE FINAL LIFT SHALL BE EVEN WITH EXISTING PAVEMENT AND CROSS ROLLED IN ADDITION TO THE NORMAL ROLLING AFTER FINAL ROLL. JOINT SEALER SHOULD BE APPLIED ALONG THE JOINT AND EDGES TO CLOSE ANY REMAJNING VOIDS AND SEAL EDGES. A STONE DUST SHALL BE APPLIED PRIOR TO OPENING TO TRAFRC HERMANENI HAICH FREATMENT 00 00 lop, �+- 4-- SLOPE DIRECTION 4— SLOPE DIRECTION SOIL STOCKPILE PLACE HAYBALE OR SILT FENCE AT Cl(--)WNC,RADE LIMIT OF STOCKADE STOCKADE EROSION PROTECTION DETAIL N, T. S. PLACEMENT AND CONSTRUCTION OF A SYNTHETIC FILTER BARRIER I SET POSTS AND POSTS EXCAVATE A C X 6" TRENCH SET POST DOWNSLOPE FILTER FABRIC PLAN VIEW 1000 U--- — - i-- MIN. I id I I- I— __LD PTH BOTTOM OF DRAINAGEWAY 3 ATTACH FILTER FABRIC TO THE WIRE FENCING AND EXTEND IT TO THE TRENCH 2 STAPLE THE SILT —I '. . FENCING TO FENCE END POST 4 BACKFILL THE TRENCH AND COMPACT THE EXCAVATLD SOiL COMPACTED BACKFILL A J ELEVATION POINTS "A7 SHOULD BE HIGHER THAN POINT "B" 1 ALL EROSION AND SEDIMENT CONTROL ME/ IN ACCORDANCE WITH THE STANDARDS AN FOR SOIL EROSION AND SEDIMENT CONTR( SOIL AND WATER CONSERVATION. 2. ALL SEDIMENT CONTROL PRACTICES AND MU APPLIED AND MAINTAINED IN ACCORDANCE WI CONTROL PLAN. 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF IN THE AMOUNT NECESSARY TO COMPLETE THE FIN AREAS. 4. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED FINISH GRADING. IF FINISH GRADING IS TO BE DELAYEL, AFTER DISTURBANCE IS COMPLETE, TEMPORARY SOIL STABIL APPLIED. AREAS LEFT OVER 30 DAYS SHALL BE CONSIDERE RECEIVE TEMPORARY SEEDING WITHIN THE FIRST 15 DAYS. 5. IF AREAS BEYOND PAVEMENT ARE DISTURBED DURING CONSTRI. SHALL BE GRADED , TOPSOILED aND FINAL GRADED. INSPECT IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST B SEEDING, THEN FIRMED AS DESCRIBED ABOVE. 6 WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO SOIL ANA0 300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE (7.5 POUND, TEMPORARY SEEDING SCHEDULE: SPECIES LBS/ACRE ANNUAL RYEGRASS 40 WINTER RYE 40 SUDANGRA<-,S 11 LBSI/1000SF SEEDING 0.9 3/1-6/1 0,9 4/15-6/ 0.25 5/15-8/ TEMPORARY SEEDING IS NOT LIMITED TO THE SPECIES SHOWN. OTHER SPECIES BY THE SCS OR AS LIMITED BY SITE CONDITIONS MAY BE USED STRAW MULCH IS TO BE APPLIED TO SEEDED AREA AT THE RATE OF 1-1/2 T( ACRE, 70 TO 90 LBS. PER 1000 SO. FT. FINAL SEEDING SCHEDULE PROVIDE 4 INCHES OF TOPSOIL MINIMUM. FREE OF ROOTS. LARGE STONES, AND OTHER SPECIES LBS/ACRE KENTUCKY BLUEGRASS 40 CREEPING RED FESCUE 120 rERENNIAL RYEGRAc"-7. 40 LBS/1000SF 0.90 2 -7 5 0.90 SEEDING DATES 4/15-6/15, 8/15-9/15 REVISIONS EROSION AND SEDIMENT CON'wo, riu,- THESE PLANS. AS REQUIRED BY TOWN REGULATIONS. SOIL EROSION AND SEDIMENT CONTROL:' FOP CONNECTICUt, AND WATER (ONSERVATION. 1985, REVISED TO 1988. EROSION CONTROL & CONSTRUCTION DETAILS PREPARED FOR GEISSLERS SUPERMARKET APPLICANT: JAMES H. NILSSON, JR. 965 SULLIVAN AVE, SOUTH WINDSOR, CT PHONE:(860) 644-300", SOUTH WINDSOR, CONNECTICUT GARDNER & PETERSON ASSOCIATES 178 HARTFORD TURNPIKE TOLLAND, CONNFICTICUT PHONE:(1860) 871-0808 PROFESSIONAL ENGINEERS LAND SURVEYORS. R,T SCALE DATE I SHEET NO. I MAP' NO. D.A. C. NONE 1 10-21-97 3 OF 3 1740-2