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DRAWN BY: wr DATE: V1/01 Tees 1 Fairways Primary dough V i■■■■■ Secondary Stough ......Jamestown Native Roo h ■■■■■► /■■■ICreeping 1 6/19/07 PRACTICE AREA REMOVED FROM CUP ROW RDP NO. DATE REVISIONS DESCRIPTION BY J,ROBERT PFANNER & ASSOCIATES, P.C. CIVIL ENGINEERS & LAND SURVEYORS • 37 GRAND STREET NIANTIC, CONNECTICUT 06357 TEL. 860-739-6216 FAX 860-739-0693 ®2005 2006 OL -2007 ft -20O8 Kt-20og %t-201 Wt -2011 k-2012 Kt -2013 Golf Course Architect Cornish, Silva & Mungeam, Inc. 207 North Main Street Uxbridge, Massachusetts 01569 508.278.3407 GRAPHIC SCALE 100 0 50 100 200 ( IN FEET I inch = 100 it x'2014 wt. -2015 M --2o16 �-2 Turf Grass Species Greens (1.5lbs/1000sf ) Species SR 7200 Velvet Bentgrass Tees (2lbs/1000sf ) Species PLS Creeping Bentgrass Blend (33% of L-93, Southshore, and Putter) Fairway Mixture Species (25lbs/Acre) PLS Creeping Bentgrass Blend (33P/o of L-93, Southshore, and Putter) Species (125lbs/Acre) Jamestown II Chewings Fescue Primary Rough Mixture (170lbs/Acre) Species Rugby II Kentucky Bluegrass NuGlade Kentucky Bluegrass Jamestown II Chewings Fescue Reliant Hard Fescue Flyer or Boreal Creeping Red Fescue Caddieshack Perennial Secondary Rough (170lbs/Acre) Species Reliant II Hard Fescue MX -86 Sheep Fescue Jamestown II Chewings Fescue Creeping Red Fescue Grass Species Legend Greens Tees 1 Fairways Primary dough V i■■■■■ Secondary Stough ......Jamestown Native Roo h ■■■■■► .. ....GREEN SECONDARY ROUGH Reliant 11 Hard Fescue V i■■■■■ i■■■■ M-86 Sheep Fescue ......Jamestown 11 Chewings Fescue ■■■■■► /■■■ICreeping c■■■r 1■■■r ��!FAIRWAY PLS Creeping Bentgrass Blend (33% of L-93, Southshore, and Putter) ■■■■Jamestown 11 Chewings Fescue ■■■■■ �a■■■■ �,.� .iii PRIMARY ROUGH a■■r Rugby 11 Kentucky Bluegrass ■■■■■■■■■, .■■■■■rNuGlade Kentucky Bluegrass a■■■■► Jamestown II Chewings 1,........ ....- Reliant Hard Fescue ■■■■r -•■■■■■► Flyer or Boreal Creeping Red Fescue Caddieshack Perennial ■■■. .■■■ TEES PLS Creeping Bentgrass Blend (33% of L-93, Southshore, and Putter) - NO SCALE TITLE: GOLF COURSE GRASSING & mo PLANTING j Walnut Hill Country Club East Lyme.. 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( / r t / I \ \`� //l //IlI I % ,---" / I ! r 1 �, , `'` i , t ` / % /� / I l \ \ . \ / � -"" / , // / f 4 111 t ( I � I`\ / / I t I l / ' III I/;1 __ (;� \ .�' / �r -�•- _= -'ii / i / / I� / � Il, SII I I I I 1 l \ \ \ \ -1, _, !11 f l / / / 1 / � �-2 (- :- l �\ � , _ /// // // '/ 1 I \ \ 11 ! / ( \ 00 1111 {' J I' \ �I\ \ ,_ r- I , - `� \2 -- /, /,z / //// / { ` \\iqI7)) I \ \111 1 / - / \ \ \ \ \ �i l I \\\\ \� \ �! \ �"` \ ..•. _ 1. `.% L P * OUTLET IS INTO A LINED STORAGE BASIN AND ERROSION IS PREVENTED BY LINER SYSTEM 111111111190 110211, FLARED END SECTION -� 1 La 5' }-X'--}-- 3' �4w do Ab 44M 00 RIPRAP �. ii'� fir« �►+lc+•�► �►i ++�+' �+=+Y t1+�r�► +f+- 6" G3RAVEL ON CONTEXH NONWOVEN G• •- APPROVED SECTION RIERAP NOT TO SCALE NOTE: TO BE USED WHERE LEDGE OR FROZEN GROUND DOES NOT PERMIT PROPER INSTALATION OS SILT FENCE AND AS DIRECTED BY THE ENGINEER. nnT .n-2 A nnDrn A TC CTnM ABRIC I21CALSILT FENCE W1 STONE NTS NOTE: TO BE USED WHERE DISTURBANCE IS WITHIN 50' OF ANY WETLAND. AND AS DIRECTED BY THE ENGINEER. DECOMPOSED ORGANIC MATTER DERIVED FROM YARD TRIMMINGS OR WOOD CHIPS. SILT FENCE POST 10' APART BACK FILL •, 4 NATIVE SOIL TYPICAL SILT FENCE W/ COMPOST BERM NTS T 2' A i OTHER OUNTLLESECTION STRUCTURE �a GENERAL CONSTRUCTION EQUENCEI o L SECURE ALL NECESSARY PERMITS, NOTIFY 'CALL BEFORE YOU v DIG',(1-800-922-4455 ) AT LEAST 72 HOURS PRIOR TO FLOW EXCAVATION. SCHEDULE AND ATTEND A PRE CONSTRUCTION RIP RAP W CK CONFERENCE WITH TOWN STAFF, y Z2. CLEARING LIMITS WILL BE FLAGGED BY ENGINEER PRIOR TO WORK BEING DONE. o LIMIT OF WORK ADJACENT TO WETLANDS WILL NO BE EXCEEDED. oe 0. 3, REMOVE TREES, BRANCHES AND BRUSH WITHIISI AREAS TO BE CLEARED. CHIP BRANCHES AND BRUSH FOR U E AS MULCH. La A 4, INSTALL CONSTRUCTION EXIT (ANTI -TRACKING PAD) AND INSTALL SEDIMENT BARRIERS ALONG THE LIMITS OF RADING AT THE LIMITS OF CLEARING FOR TREE PROTECTION, FLOW RIP RAP W 5. UNITS WILL BE BUILT IN PHASES, 6. GRUB STUMPS AND REMOVE BRUSH A4 PLAN z o 7. STRIP AND STOCKPILE TOPSOIL ONLY IN AREAS TO BE C3 ca am well No N 6119 11 �KPIIIIIII MIXIL, 9 111111111m, • r WAY OF CONSTRUCTION. SEED AND MULCH ST CKPILE OR COVER ® OTHER OUTLET STRUCTURE _Er; „•� Off To= `Zig Will M My,•o * OUTLET IS INTO A LINED STORAGE BASIN AND ERROSION IS PREVENTED BY LINER SYSTEM 111111111190 110211, FLARED END SECTION -� 1 La 5' }-X'--}-- 3' �4w do Ab 44M 00 RIPRAP �. ii'� fir« �►+lc+•�► �►i ++�+' �+=+Y t1+�r�► +f+- 6" G3RAVEL ON CONTEXH NONWOVEN G• •- APPROVED SECTION RIERAP NOT TO SCALE NOTE: TO BE USED WHERE LEDGE OR FROZEN GROUND DOES NOT PERMIT PROPER INSTALATION OS SILT FENCE AND AS DIRECTED BY THE ENGINEER. nnT .n-2 A nnDrn A TC CTnM ABRIC I21CALSILT FENCE W1 STONE NTS NOTE: TO BE USED WHERE DISTURBANCE IS WITHIN 50' OF ANY WETLAND. AND AS DIRECTED BY THE ENGINEER. DECOMPOSED ORGANIC MATTER DERIVED FROM YARD TRIMMINGS OR WOOD CHIPS. SILT FENCE POST 10' APART BACK FILL •, 4 NATIVE SOIL TYPICAL SILT FENCE W/ COMPOST BERM NTS T 2' A i OTHER OUNTLLESECTION STRUCTURE �a GENERAL CONSTRUCTION EQUENCEI o L SECURE ALL NECESSARY PERMITS, NOTIFY 'CALL BEFORE YOU v DIG',(1-800-922-4455 ) AT LEAST 72 HOURS PRIOR TO FLOW EXCAVATION. SCHEDULE AND ATTEND A PRE CONSTRUCTION RIP RAP W CK CONFERENCE WITH TOWN STAFF, y Z2. CLEARING LIMITS WILL BE FLAGGED BY ENGINEER PRIOR TO WORK BEING DONE. o LIMIT OF WORK ADJACENT TO WETLANDS WILL NO BE EXCEEDED. oe 0. 3, REMOVE TREES, BRANCHES AND BRUSH WITHIISI AREAS TO BE CLEARED. CHIP BRANCHES AND BRUSH FOR U E AS MULCH. La A 4, INSTALL CONSTRUCTION EXIT (ANTI -TRACKING PAD) AND INSTALL SEDIMENT BARRIERS ALONG THE LIMITS OF RADING AT THE LIMITS OF CLEARING FOR TREE PROTECTION, FLOW RIP RAP W 5. UNITS WILL BE BUILT IN PHASES, 6. GRUB STUMPS AND REMOVE BRUSH A4 PLAN z o 7. STRIP AND STOCKPILE TOPSOIL ONLY IN AREAS TO BE C3 ca FILLED OR GRADED, AND STOCKPILE ON SITE -IN AN AREA NOT IN FLARED END SECTION OR M WAY OF CONSTRUCTION. SEED AND MULCH ST CKPILE OR COVER ® OTHER OUTLET STRUCTURE y WITH NETTING. PLACE AND STAKE HAY BALES AROUND STOCKPILES. �. Q 8. ROUGH GRADE MAIN ROAD. W, AS SHOWN IN AS PER MANUFACTURES SPECIFICATIONS. 9. INSTALL DRAINAGE AND OTHER UTILITIES. 1 ta _WIDTH .CHART B WIDTH AS SHOWN ON PLAN • 2 4 10, PLACE GRAVEL AND PAVEMENT, s" GRAVEL• • •• s. 12" RIP RAP ON CONTEXH C-60NW A 11, RESPREAD TOPSOIL ON SHOULDERS AND DESTU BED AREAS. NONWOVEN GEOTEXTILE za SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENVIRONMENTAL OR APPROVED EQUAL SECTION A- A 13. FINE GRADE, LIME, FERTILIZE AND SEED REMAINING LAWN AREAS U TOWN PLANNER OR AGENT. i.e. LOCATION OF SILT FENCE, STOCKPILE; DE - WITH FORMAL GRASS SEED MIXTURE BY OCTOBER. EROSION & SEDIMENT CONTROL NARRATIVE Z 1. DISTURBANCE OF SOIL SURFACES IS REGULATED BY STATE LAW. ALL WORK SHALL COMPLY WITH AN APPROVED 'EROSION AND v SEDIMENT CONTROL PLAN' TO PREVENT OR MINIMIZE SOIL M EROSION, y 2. THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL C3 DEVICES IS THE RESPONSIBILITY OF THE LAND OWNER, W DEVELOPER, AND THE EXCAVATION CONTRACTOR, TOWN OFFICIALS SHALL BE NOTIFIED IN WRITING OF THE NAME, Cx o. ADDRESS AND TELEPHONE NUMBER OF THE INDIVIDUAL RESPONSIBLE FOR THIS WORK. 3, THE CONTRACTOR SHALL USE THE 'CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL' (2002), AS AMENDED, AS A GUIDE IN CONSTRUCTING THE EROSION AND SEDIMENT CONTROLS INDICATED ON THESE PLANS. THE GUIDELINES MAY BE OBTAINED FROM THE CONNECTICUT COUNCIL ON SOIL AND WATER CONSERVATION, STATE OFFICE BUILDING, HARTFORD, CT,06106, 4. THE CONTRACTOR SHALL INFORM ALL CONSTRUCTION SITE WORKERS ABOUT THE MAJOR PROVISIONS OF THE EROSION AND SEDIMENT CONTROL PLAN AND SEEK THEIR COOPERATION IN AVOIDING THE DISTURBANCE OF THESE CONTROL MEASURES, 5, THE CONTRACTOR SHALL SCHEDULE ALL OPERATIONS TO LIMIT DISTURBANCE TO THE SMALLEST PRACTICAL AREA FOR THE SHORTEST POSSIBLE TIME. 6, THE CONTRACTOR IS RESPONSIBLE FOR THE TIMELY INSTALLATION, INSPECTION, REPAIR 0R REPLACEMENT OF EROSION CONTROL DEVICES TO INSURE PROPER OPERATION. 7, THE CONTRACTOR SHALL INSPECT AND REPAIR EROSION AND SEDIMENT CONTROL DEVICES AT THE END OF EACH WORKING DAY AND AFTER EACH STORM. e. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF MUU1HLU KI1 KAF (.:t-IANIVtL UI I k h 4• tXUAVAIt FVIt tlKIV AN U WI WALL I'VVIINUS. (BOIH SIVES CAN BE C3 UNSATISFACTORY EROSION CONDITIONS NOT CONTROLLED BY THE 'La' - LENGTH AS SHOWN IN CHART 15. REMOVE EROSION CONTROL DEVICES UPON AUTHORIZATION OF TOWN EROSION AND SEDIMENT CONTROL PLAN AND SHALL INSTALL 5. BACK FILL FOOTINGS AND PLACE PRE CAST ARCH SECTIONS IN PLACE OFFICIALS, U ADDITIONAL MEASURES AS DIRECTED. W, AS SHOWN IN AS PER MANUFACTURES SPECIFICATIONS. 7. INSTALL DRAINAGE C.B. AND RIP -RAP AS PER PLAN 8. INSTALL ADDITIONAL SILT FENCE AROUND NEW _WIDTH .CHART B WIDTH AS SHOWN ON PLAN � y 9. FIELD CHANGES TO THE EROSION AND SEDIMENT CONTROL PLAN 10. PLACE GRAVEL AND PAVEMENT. BRIDGE CONSTRUCTION SEQUENCE za SHALL BE MADE ONLY WITH THE APPROVAL OF THE ENVIRONMENTAL AREAS. 12. FINE GRADE, LIME, FERTILIZE AND SEED REMA1 U TOWN PLANNER OR AGENT. i.e. LOCATION OF SILT FENCE, STOCKPILE; DE - GRASS SEED MIXTURE BY OCTOBER. 15. 13. REMOVE EROSION CONTROL DEVICES UPON AU WATERING AREA etc. 1. STAKE LIMIT OF CLEARING (LIMIT OF CONSTRUC 0 N). Z 2. CLEAR BRUSH AND TREES WITHIN LIMITS OF COPISTRUCT101N. 10. ACCUMULATED SEDIMENT REMOVED FROM (EROSION CONTROL 3. STAKE AND PLACE ALL SILTATION CONTROLS. A DEVICES IS TO BE SPREAD AND STABILIZED IN LEVEL, MUU1HLU KI1 KAF (.:t-IANIVtL UI I k h 4• tXUAVAIt FVIt tlKIV AN U WI WALL I'VVIINUS. (BOIH SIVES CAN BE Vt♦ REACHED THROUGH GAF COURSE, NO CROSSING OF WETLANDS SHALL BE PERMITTED WITH CONSTRUCTION EQUIPTMENT. 3 9-21-06 AS PER DEP COMMENTS ON 9/8/06 2 12.--10-03 NOTES ADDED 5. BACK FILL FOOTINGS AND PLACE PRE CAST ARCH SECTIONS IN PLACE REW/lSIONS 6. CONSTRUCT WING WALLS AND BACK FILL WITHIN WALLS AND ON ARCH AS PER MANUFACTURES SPECIFICATIONS. 7. INSTALL DRAINAGE C.B. AND RIP -RAP AS PER PLAN 8. INSTALL ADDITIONAL SILT FENCE AROUND NEW RAINAGE STRUCTURE. 9. FINISH GRADING ROADWAY OVER BRIDGE. 10. PLACE GRAVEL AND PAVEMENT. 11. RESPREAD TOPSOIL ON SHOULDERS AND DISTUFIBED AREAS. 12. FINE GRADE, LIME, FERTILIZE AND SEED REMA1 NG AREAS HATH FORMAL GRASS SEED MIXTURE BY OCTOBER. 15. 13. REMOVE EROSION CONTROL DEVICES UPON AU ORIZATION OF TOWN OFFICIALS. FILTER FABRIC It 2 3/4" CRUSHED STONE I �0000o 0 0000000000 12" ooc12 inoo0 00 0 6" ADS PERFORATED PIPE SECTION A -A RECHARGE DRAIN SNOW FENCE TO DIRECT ,�., IIIII�II ••••••• 111111 -1111f - MIN. WIDTH OF ----E SOD STRIPS TO BE USED SHALL BE 1'-0" N.4m SOD STRIPS SHALL BE PLACED PER- PENDICULAR TO THE DIRECTION OF FLOW 1� 1 TOPSOIL ��:•:♦• .�1: iisi• "�' •••••••SLOPES .5 TO 2X SEED SLOPES 2 TO 8X SEED USING NORTH AMERICAN GREEN S75 ♦SLOPES GREATER THAN 8X USE NO - - • R7H AMERICAN GREEN GRASS 0��DIVER­SION CONSTRUCTION ENTRANCE PAD NOT TO SCALE J.ROBERT PFANNER & ASSOCIATES, P.0 RDP CIVIL ENGINEERS & LAND SURVEYORS SAM JRP JRp 37 GRAND STREET NIANTIC, CONNECTICUT 06357 BY TEL. 860-739-6216 FAX 860-739-0693 SOD PLACED 1" BEI ADJOINING GROUND EROSION RESISTANT LOCATIONS AS GENERAL FILL WITHIN LAWN AND LANDSCAPE AREAS. 11, ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD MULCH SHALL BE PLANTED WITH GRASS ON 4 IN. TOPSOIL OR 8' SAND, 12. MULCHINGi IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS,/1000 SF, SPREAD MULCH BY HAND OR MULCH BLOWER, PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2-3 IN. TO ANCHOR. 13. SEEDINGi BETWEEN APRIL 1 TO JUNE 1, AND AUGUST 15 TO SEPTEMBER 1. ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABILIZATION OF SLOPES, SEEDING SHALL BE DONE IN ACCORDANCE WITH THE ARCHITECTS SEEDING AND SLOPE STABILIZATION DIPECTIVES, A 2 SOD% 4 OF TOPSOIL -MIN. LENGTH OF SECTION A -A SOD TO BE USED SHALL BE 2'-0" TYPICAL SCID SWALE TYPICAL STOCKPILE AREA GROUND SLOPE a- - - SILT FENCE NOTE: 1. Silt fence to be installed prior to stockpiling material. 2. No stockpile location shall be located outside the limit of disturbance or within 100' of any wetlands. TITLE: SOIL AND- EROSION -CONTROL- 1. ONTROL1. HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. 2. ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTER CONSTRUCTION FINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDING DATES ARE APRIL 15 TO JUNE & AUG. 15 TO OCT. 1. 4. ALL DISTURBED AREAS SHALL BE SEEDED WITH SEED MIX #2 AT A RATE OF 42 LBS/ACRE AS PER THE "2002 CONNECTICUT GUIDLINES FOR SOIL EROSION AND SEDIMENT CONTROL" HANDBOOK DEP BULLETIN 34 5. HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 6. NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASH INTO THE DRAINAGE SYSTEM. 7. IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH IS TO BE APPLIED IN ACCORDANCE WITH THE TABLE BELOW. MULCHES RATES NOTES PER 1000 FT STRAW OR HAY 1/2 - 2 TONS 70-901bs. FREE FROM WEEDS & COURSE PER ACRE MATTER. MUST BE ANCHORED SPREAD WITH MULCH BLOWER OR BY HAND 8. ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULD BE REPLACED EACH NIGHT. 9. ANY MATERIAL STOCK PILED SHOULD BE TEMPORARILY SEEDED. 1. EXCAVATE A TRENCH 2. PLACE AND STAKE TRENCH 4" DEEP AND THE STRAW BALES, TWO WIDTH OF A STRAW STAKES PER BALE. BALE. STRAW BALE "STAKE 4 • PACKED---- 3. WEDGE LOOSE STRAW HAY BETWEEN BALES TO PLAN VIEW CREATE A CONTINUOUS BARRIER. 4. BACK FILL AND COMPACT THE EXCAVATED SOIL, AS SHOWN, ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. TYPICAL HAY BALE INSTALLADON 10. ALL ROAD SECTION EMBANKMENTS, EITHER CUT OR FILL, SHOULD BE STABILIZED AT THE TOE OF THE SLOPE BY STAKED HAY BALES OR SILT FENCE. 11. SWALES AND DIVERSION STRUCTURES SHOULD HAVE 'HAY BALES PLACED ACROSS THEM EVERY 100' IN ACCORDANCE WITH THE DETAIL BELOW. 3 .. WRONG I li IT PLAN N v � "M r L.J.�J�.1 AN ELEVATIONS: POINT A ASHOULD BE HIGHER B THAN POINT B. ELEY TION 2x4 WOODEN STAKE DRIVEN MIN. OF 12" INTO THE CATCH BASIN GROUND 7 FILTER FABRIC TUCKED ' 6-12" INTO GRADE • FLOW -- FLOW WOODEN LATERAL CROSS - BRACES AS NEEDED ' FLOW ---- ---- FLOW CATCH BASIN STAKES, TWO FOR EACH BALE SILT FENCE INSIALLA„TION AT HAY BALE ,INSTALLATTON CATCH BASINS AT CATCH BASINS SI LT FEN CE RIGHT POST BASINS ON SLOPING ROADS 14' APART SHOULD NOT BE RINGED, BALES BACK FILL OR SILT FENCE SHOULD BE PLACED IN A CONFIGURATION TO CONTAIN FLOWS WITHOUT ® "END RUNS" CONTAINMENTS SHOULD BE UP SLOPE OF BASINS. NATIVE SOIL - CATCH SINS ON TYPICAL SILT FENCE SLOPING ROADS INSTALLATION SHEET NUMBER Soil & Erosion Details Walnut Hili Country Club East Lyme,, Connecticut SD9 SD9 WW 2010-BASE-HOUSE5 THESE PLANS ARE THE SOLE PROPERTY OF J. ROBERT PFANNER & ASSOCIATES P.C. AND HAVE BEEN PREPARED SOLELY FOR THIS OWNER ON THIS SITE. ANY REPRODUCTION OF THESE PLANS WITHOUT WRITTEN PERMISSION FROM J. ROBERT PFANNER & ASSOCIATES P.C. MAY BE AN INFRINGEMENT OF THE FEDERAL COPYRIGHT ACT. DRAWN BY: JIT DATE: 4-I-03 4 6-21-07 AS PER DEP COMMENTS ON 6-13-07 3 9-21-06 AS PER DEP COMMENTS ON 9/8/06 2 12.--10-03 NOTES ADDED 1 11-10-03 MISC. REVISIONS NO. DATE DESCRIP77ON REW/lSIONS NOT TO SCALE J.ROBERT PFANNER & ASSOCIATES, P.0 RDP CIVIL ENGINEERS & LAND SURVEYORS SAM JRP JRp 37 GRAND STREET NIANTIC, CONNECTICUT 06357 BY TEL. 860-739-6216 FAX 860-739-0693 SOD PLACED 1" BEI ADJOINING GROUND EROSION RESISTANT LOCATIONS AS GENERAL FILL WITHIN LAWN AND LANDSCAPE AREAS. 11, ALL DISTURBED AREAS NOT COVERED BY BUILDINGS, PAVEMENT OR WOOD MULCH SHALL BE PLANTED WITH GRASS ON 4 IN. TOPSOIL OR 8' SAND, 12. MULCHINGi IMMEDIATELY FOLLOWING SEEDING, MULCH THE SEEDED SURFACE WITH STRAW OR HAY AT A RATE OF 70 LBS,/1000 SF, SPREAD MULCH BY HAND OR MULCH BLOWER, PUNCH MULCH INTO SOIL SURFACE WITH TRACK MACHINE APPROXIMATELY 2-3 IN. TO ANCHOR. 13. SEEDINGi BETWEEN APRIL 1 TO JUNE 1, AND AUGUST 15 TO SEPTEMBER 1. ALL DISTURBED AREAS SHALL BE IMMEDIATELY GRADED AND SEEDED TO PROMOTE STABILIZATION OF SLOPES, SEEDING SHALL BE DONE IN ACCORDANCE WITH THE ARCHITECTS SEEDING AND SLOPE STABILIZATION DIPECTIVES, A 2 SOD% 4 OF TOPSOIL -MIN. LENGTH OF SECTION A -A SOD TO BE USED SHALL BE 2'-0" TYPICAL SCID SWALE TYPICAL STOCKPILE AREA GROUND SLOPE a- - - SILT FENCE NOTE: 1. Silt fence to be installed prior to stockpiling material. 2. No stockpile location shall be located outside the limit of disturbance or within 100' of any wetlands. TITLE: SOIL AND- EROSION -CONTROL- 1. ONTROL1. HAY BALES / SILT FENCE ARE TO BE INSTALLED PRIOR TO CONSTRUCTION. 2. ONLY REMOVE TREES AND VEGETATION NECESSARY FOR CONSTRUCTION. 3. PERMANENT SEEDING SHOULD BE DONE AS SOON AS POSSIBLE AFTER CONSTRUCTION FINISHES. LIME AND FERTILIZE. RECOMMENDED SEEDING DATES ARE APRIL 15 TO JUNE & AUG. 15 TO OCT. 1. 4. ALL DISTURBED AREAS SHALL BE SEEDED WITH SEED MIX #2 AT A RATE OF 42 LBS/ACRE AS PER THE "2002 CONNECTICUT GUIDLINES FOR SOIL EROSION AND SEDIMENT CONTROL" HANDBOOK DEP BULLETIN 34 5. HAY BALES AND SILT FENCE TO REMAIN WHERE PLACED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. 6. NO ERODED SEDIMENT SHALL BE PERMITTED TO LEAVE THE SITE OR WASH INTO THE DRAINAGE SYSTEM. 7. IF SEEDING CANNOT MEET RECOMMENDED DATES, TEMPORARY MULCH IS TO BE APPLIED IN ACCORDANCE WITH THE TABLE BELOW. MULCHES RATES NOTES PER 1000 FT STRAW OR HAY 1/2 - 2 TONS 70-901bs. FREE FROM WEEDS & COURSE PER ACRE MATTER. MUST BE ANCHORED SPREAD WITH MULCH BLOWER OR BY HAND 8. ANY HAY BALES OR SILT FENCE REMOVED DURING CONSTRUCTION SHOULD BE REPLACED EACH NIGHT. 9. ANY MATERIAL STOCK PILED SHOULD BE TEMPORARILY SEEDED. 1. EXCAVATE A TRENCH 2. PLACE AND STAKE TRENCH 4" DEEP AND THE STRAW BALES, TWO WIDTH OF A STRAW STAKES PER BALE. BALE. STRAW BALE "STAKE 4 • PACKED---- 3. WEDGE LOOSE STRAW HAY BETWEEN BALES TO PLAN VIEW CREATE A CONTINUOUS BARRIER. 4. BACK FILL AND COMPACT THE EXCAVATED SOIL, AS SHOWN, ON THE UPHILL SIDE OF THE BARRIER TO PREVENT PIPING. TYPICAL HAY BALE INSTALLADON 10. ALL ROAD SECTION EMBANKMENTS, EITHER CUT OR FILL, SHOULD BE STABILIZED AT THE TOE OF THE SLOPE BY STAKED HAY BALES OR SILT FENCE. 11. SWALES AND DIVERSION STRUCTURES SHOULD HAVE 'HAY BALES PLACED ACROSS THEM EVERY 100' IN ACCORDANCE WITH THE DETAIL BELOW. 3 .. WRONG I li IT PLAN N v � "M r L.J.�J�.1 AN ELEVATIONS: POINT A ASHOULD BE HIGHER B THAN POINT B. ELEY TION 2x4 WOODEN STAKE DRIVEN MIN. OF 12" INTO THE CATCH BASIN GROUND 7 FILTER FABRIC TUCKED ' 6-12" INTO GRADE • FLOW -- FLOW WOODEN LATERAL CROSS - BRACES AS NEEDED ' FLOW ---- ---- FLOW CATCH BASIN STAKES, TWO FOR EACH BALE SILT FENCE INSIALLA„TION AT HAY BALE ,INSTALLATTON CATCH BASINS AT CATCH BASINS SI LT FEN CE RIGHT POST BASINS ON SLOPING ROADS 14' APART SHOULD NOT BE RINGED, BALES BACK FILL OR SILT FENCE SHOULD BE PLACED IN A CONFIGURATION TO CONTAIN FLOWS WITHOUT ® "END RUNS" CONTAINMENTS SHOULD BE UP SLOPE OF BASINS. NATIVE SOIL - CATCH SINS ON TYPICAL SILT FENCE SLOPING ROADS INSTALLATION SHEET NUMBER Soil & Erosion Details Walnut Hili Country Club East Lyme,, Connecticut SD9 SD9 WW 2010-BASE-HOUSE5