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Home My WebLink AboutArchambault Sub-Division Property Plan 05012002LINE LENGTH BEARING Ll _ 23116 N68'22'00`W L2 19.81 S14.43'00`E co TH15 .SURVEY VEYAND TO THE BEST OP MY K G E jf UD5TANTIALLY CORRECT EXCEPT 20 David A. ng, F rofe5 9 1 Land Surveyor NOT VALID WITHOUT LI AMP 51GNATURE) James E.Frner Jon and Nancy sage A-2 .Maps and Surveys , a n G Z ME& ^ Mildred Baer I Inch= 80 Feet 80 160 240 320 400 1 Approved y the Montville Planning and Zoning Commission Date Passive Solar Energy Techniques as prescribed by law have been considered in development of this plan. Bruce and MaryJo LaVjgne Date of Completion of all work. DRAWN BY: D.A.K. DATE: May 1, 2002 Gonn NOTES 7 fadlnq Gove gook I . Noble Hill Road Right -of -Way exceeds fifty feet. 2. The property 15 located in Zone RA 120. The following criteria have been met or exceeded in all cases. L cff1ncjwd1 Woad Criteria Required Provided a. Lot Area 120,000 5F 120,000+ Frontage 200 Feet 200 Feet f Front Yard GO Feet GO Feet Side Yard 25 Feet 25 Feet Rear Yard GO Feet GO Feet 1(j Kood 3. No Engineered 5eptic 5y5tem5 are rewired. Nose 4. On-5ite WCI15 required. ocaffol7 %'7gp 5. All driveway aprons to be paved for the first 20 Feet and in all areas in exce55 of 10% slope. 800' G. Wetland flagged by Don Fortunato of Soil and Environmental Services and located by field Survey. 7. All areas disturbed shall be immediately loamed and seeded. and mulched to minimize erosion. 8. All utIIItie5 to each lot will be placed within 5 feet of all rop05ed driveways. 9. Monuments to be set at all front corners as shown. 10. Contours Taken from reference map and are noted as "5 Foot contour intervals based on U.5.0*G.5. Datum MAP REFERENCE5 1. "Map of property of Edward J. Novakow5ki Showing Frem15e,5 Conveyed5U125equenttoSept. 15, 1 962 Including Prem15e5 to be Conveyed to Tri -J, Inc. or Harry Johnson, Towns of Montville *- Bozrah, Conn., Scale I "= 100" Chandler, Palmer and King, March 24, 1075, Norwich, CT" 1 Approved y the Montville Planning and Zoning Commission Date Passive Solar Energy Techniques as prescribed by law have been considered in development of this plan. Bruce and MaryJo LaVjgne Date of Completion of all work. DRAWN BY: D.A.K. DATE: May 1, 2002 NO. DATE DE5CRIPTION BY REVl5I0N5 s JUN :3 2002 IJI J+ SHEET NUMBER Archambault Subdivision Sheet I of 4 Property Plan °F 1 41 Noble, Hill Road, Montville, CT.- /Z- 0 TEST HOLE DATA (Uncal health District- Dave Coughlin, 5 Date of Testinq June 15, 2001 Lot TH# Depth Desc. 1 1 0"-G" Topsoil 0-23" Subsoil 23"-87" Med. to Coarse Grey Silty Sand 1 2 0"-5" Topsoil 5"-37" Subsoil 37"-72" Grey Med. Silty Sand 72"-90" Gravel 1 3 0"-1 1 " Topsoil 1 1 "-43" Subsoil 43"-82" Med. Compact Grey Silty Sand 1 4 0"-8" Topsoil 8"-53" Subsoil 53"-G7" Grey Silt 67"-84" Grey Med. to Coarse Silty Sand Mottling @ 53" Percolation Rate Lot I = 5.71 Minutes Per Inch 2 1 0"-8" Topsoil 8"-20" Subsoil 20"-84" Gravel 2 2 0"-G" Topsoil G"-21 " Subsoil 2 1 "-81 " Med. Grey Sand, Some Gravel 2 3 O"-7" Topsoil 7"-43" Subsoil 43"-82" Grey Compact Silty Sand 2 4 0"-G" Topsoil 0-22" Subsoil 22"-89" Grey Compact Silty Sand Percolation Rate Lot 2 = 5.23 Minutes Per Inch 3 1 O"- I G" Topsoil 10-32" Subsoil 32"-91 " Med. Compact Silty Sand Water @ 80 3 2 O"-7" Topsoil TAG" Subsoil 40-75" Grey Compact Silty Sand 3 3 0"-8" Topsoil 8"-32 Subsoil 32"-81 " Compact Very Silty Sand (Damp) 3 4 0"-9" Topsoi 9"-34" Subsoil 34"-7G" Compact Silty Sand Percolation Rate Lot'3 = 5.14 Minutes Per Inch 4 1 0"-G" Topsoil 0-30" Subsoil 30-77" Damp Silty Sand Mottling @ 5 1 " 4 2 0"-10" Topsoi 10" -GO" Subsoil GO" -80 Med. to Coarse Sand with Some Gra 4 3 0"-9" Topsoil 9"-40" Subsoil 40"-82" Damp Silty Sand 4 4 0"-1 1 " Topsoil 1 1 "-43" Subsoil 43"-84" Damp Silty Sand Mottling @ 30", Water at 55" Percolation Rate Lot 4 = 7.20 Mmutes Per Inch Existing Residence 0"-7" fill 711-) O" Topsoil 10"-29" Subsoil 29"-72" Grey Silty Sand w/Some Gravel Percolation Rate Existing Residence= 12.4 Minutes per In z r 0 wv i vv :?iCJitL, "i[c mcAIL"mui z, Typical) GiLLfs"RC`IL A. PROJECT NARRATIVE - Noble Hill Subdivision THE PROJECT IS A RESIDENTIAL SUBDIVISION CONSISTING OF 5 LOTS TO BE DEVELOPED IN ONE (1) PHASE. ALL LOTS FRONT UPON NOBLE HILL ROAD. THE TOTAL PARCEL AREA IS 15f ACRES THERE IS NO FILLING OF INLAND WETLANDS ASSOCIATED WITH THIS APPLICATION OR WITH THE FUTURE HOME CONSTRUCTION ON THE 5 LOTS. LOCATION OF PROJECT THE PROJECT IS LOCATED ON THE NORTH SIDE OF NOBLE HILL ROAD PROJECT OWNERS RICHARD ARCHAMBAULT 141 NOBLE HILL ROAD OAKDALE, CT OWNER'S AGENT A-2 MAPS AND SURVEYS 231 OLD COLCHESTER ROAD QUAKER HILL CONNECTICUT, 06375 TOWN CONTACT INLAND WETLANDS/ZONING ENFORCEMENT OFFICER TOWN OFFICE BUILDING TOWN OF MONTVILLE 860-848 8549 CONSTRUCTION SCHEDULE AND SEQUENCE NO MAJOR ROAD CONSTRUCTION OR MODIFICATION IS INVOLVED IN THIS PROJECT. SINCE SEDIMENTATION AND EROSION CONTROL WILL BE ON A LOT BY LOT BASIS THROUGH OUT THE PROJECT, THE FOLLOWING CONSTRUCTION SEQUENCE WILL APPLY. THE GENERAL SEQUENCE OF CONSTRUCTION IS AS FOLLOWS: 1. EQUIPMENT MOBILIZATION 2. INSTALLATION OF TEMPORARY EROSION AND SEDIMENT CONTROLS. 3. CLEARING AND GRUBBING OF THE BUILDING AREAS. 4. INSTALLATION OF E&S MEASURES. 5. ROUGH AND FINE GRADING OF DRIVEWAYS. 6. INSTALLATION OF CONSTRUCTION ENTRANCE. 7. FINE GRADING, TOPSOILING, SEEDING AND MULCHING OF SHOULDERS, SLOPES AND ALL DISTURBED AREAS. 8. REMOVAL OF TEMPORARY EROSION AND SEDIMENT CONTROLS AFTER STABILIZATION OF ALL DISTURBED AREAS. B. CONTINGENCY PLAN PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL PROVIDE THE OWNER'S AGENT AND THE TOWN OF MONTVIIIE WITH THE NAMES AND TELEPHONE NUMBERS OF ,THE RESPONSIBLE PERSONS TO BE CONTACTED IN THE EVENT OF AN EROSION AND/OR SEDIMENTATION CONTROL PROBLEM. THE CONTRACTOR SHALL AT ALL TIMES KEEP A SUFFICIENT AMOUNT OF FILTER FABRIC SEDIMENT FENCE AND/OR HAYBALES ON THE PROJECT SITE TO CONTROL EROSION AND/OR SEDIMENTATION PROBLEMS. IN THE EVENT OF A PROBLEM, THE CONTRACTOR SHALL PROMPTLY STABILIZE THE PROBLEM AND CONTAIN ANY SEDIMENT AND THEN NOTIFY THE TOWN OF MONTVILLE. C. EROSION AND SEDIMENT CONTROL THE CONTRACTOR SHALL BE RESPONSIBLE FOR IMPLEMENTATION OF THE EROSION AND SEDIMENT CONTROL PLAN FOR THE PROJECT. THE MINIMUM STANDARDS FOR ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THOSE OUTLINED IN THE "CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL", JANUARY. 1985, LATEST REVISION. ALTERNATIVE MEASURES, METHODS, MEANS, AND TECHNIQUES MAY BE ALLOWED WITH THE PRIOR APPROVAL OfTHE ENGINEER AND THE TOWN OF MONTVILLE. 1. GENERAL. QUIDELINES: a). NO CONSTRUCTION ACTIVITY SHALL TAKE PLACE WITHIN AREAS DESIGNATED AS J14LAND WETLANDS, WATERCOURSES OR FLOODPLAINS, OR WITHIN STrr E:AM CHANNEL ENCROACHMENT LINES WITHOUT ALL REQUIRED APPROVALS AND/OR PERMITS. b). TEMPORARY EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO THE START OF CONSTRUCTION. c). ALL EROSION AND SEDIMENT CONTROLS SHALL BE MAINTAINED CONTINUOUSLY AND SHALL NOT BE REMOVED UNTIL ALL DISTURBED AREAS HAVE BEEN STABILIZED. d). THE CONTRACTOR SHALL LIMIT THE DISTURBANCE OF LAND TO THOSE AREAS SHOWN ON THE DRAWINGS AND SHALL TAKE REASONABLE CARE TO PROTECT AND PRESERVE EXISTING VEGETATION WITHIN THE LIMITS OF DISTURBANCE WHERE FEASIBLE. e). WHERE PRACTICABLE, THE CONTRACTOR SHALL PLAN HIS CONSTRUCTION OPERATIONS SO AS TO LIMIT THE AREAS OF EXPOSED SOIL TO AREAS ACTIVELY UNDER CONSTRUCTION. THE CONTRACTOR SHALL TAKE REASONABLE CARE TO LIMIT THE PERIOD OF EXPOSURE OF DISTURBED AREAS. THE INSTALLATION OF PERMANENT VEGETATIVE MEASURES SHALL BE ACCOMPLISHED AS SOON AS IS PRACTICABLE. f). ADEQUATE PROVISIONS SHALL BE TAKEN TO PROTECT ALL EXPOSED CUT AND FILL SLOPES FROM SURFACE WATER FLOW DAMAGE. g). ALL MATERIAL FROM CLEARING AND GRUBBING OPERATIONS SHALL BE DISPOSED OF IN DESIGNATED AREAS ONLY. h). WATER FROM DEWATERING OPERATIONS SHALL NOT BE DISCHARGED DIRECTLY TO ANY WETLAND OR WATERCOURSE. SUCH WATER SHALL BE DISCHARGED TO AN APPROVED SEDIMENT BASIN AND OR FILTER FACILITY OR TO A STORM DRAINAGE SYSTEM WHEN APPROVED. NO WATER FROM DEWATERING OPERATIONS SHALL BE DISCHARGED INTO A SANITARY SEWER SYSTEM. i). THE STORAGE, WASHING, FUELING, AND MAINTENANCE OF EQUIPMENT AND VEHICLES SHALL TAKE PLACE IN DESIGNATED AREAS ONLY. IN THE EVENT OF A CONTAMINANT SPILL THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION OIL AND CHEMICAL SPILL DEPARTMENT (860-566-3338), AND THE TOWN OF MONTVILLE. 2. VEGETATIVE MEASURES a.) TEMPORARY VEGETATIVE COVER INSTALLATION REQUIREMENTS SITE PREPARATION T.) GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND MULCH ANCHORING. ALL GRADING SHOULD BE DONE IN ACCORDANCE WITH THE REQUIREMENTS FOR GRADING. H.) INSTALL NEEDED EROSION CONTROL MEASURES SUCH AS DIVERSIONS, GRADE STABILIZATION STRUCTURES, SEDIMENT BASINS AND GRASSED WATERWAYS. SEEDBED PREPARATION E.) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TEST RECOMMENDATIONS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR 7.5 POUNDS PER 1,000 SQUARE FEET OF 10-10-10 OR EQUIVALENT. APPLY LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AS FOLLOWS: SOIL TEXTURE TONS AC LBS/1,000 SQUARE FEET CLAY, CLAY -LOAM, 3 135 AND HIGH ORGANIC SOIL SANDY LOAM, LOAM, 2 90 SILT LOAM LOAMY SAND, SAND 1 45 REFER TO COUNTY SOIL REPORT FOR SOIL TEXTURES AT THE SITE. SEEDING Q ANNUAL RYE GRASS 80 LBS/ACRE, 2 LBS/100 SF R.) WHERE THE SOIL HAS BEEN COMPACTED BY CONSTRUCTION OPERATIONS, LOOSEN THE SOIL TO A DEPTH OF TWO (2) INCHES BEFORE APPLYING FERTILIZER LIME AND SEED. iii.) APPLY SEED UNIFORMLY BY HAND, CYCLONE SEEDER, DRILL., CULTIPACKER TYPE SEEDER OR HYDROSEEDER. HYDROSEEDLNGS WHICH INCLUDE MULCH, MAY BE LEFT ON SOIL SURFACE. SEEDING RATES MUST BE INCREASED BY 10 PERCENT WHEN HYDROSEEDING. iv.) SPRING SEEDINGS USUALLY GIVE THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED LEGUMES IS RECOMMENDED, HOWEVER, LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 1 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE SUMMER, AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED (UNSCARIFIED). THE RECOMMENDED SEEDING DATES ARE: MARCH 1 THROUGH JUNE 15 AUGUST 1 THROUGH OCTOBER 1 b.) PERMANENT VEGETATIVE COVER INSTALLATION REQUIREMENTS SITE PREPARATION Q GRADE AS NEEDED AND FEASIBLE TO PERMIT THE USE OF CONVENTIONAL EQUIPMENT FOR SEEDBED PREPARATION, SEEDING, MULCH APPLICATION AND ANCHORING, AND MAINTENANCE. ALL GRADING SHOULD BE BE DONE IN ACCORDANCE WITH THE REQUIREMENTS FOR GRADING. SEEDBED PREPARATION i.) APPLY LIMESTONE AND FERTILIZER ACCORDING TO SOIL TESTS SUCH AS THOSE OFFERED BY THE UNIVERSITY OF CONNECTICUT SOIL TESTING LABORATORY. SOIL SAMPLE MAILERS ARE AVAILABLE FROM THE LOCAL COOPERATIVE EXTENSION SERVICE OFFICE. IF SOIL TESTING IS NOT FEASIBLE ON SMALL OR VARIABLE SITES, OR WHERE TIMING IS CRITICAL, FERTILIZER MAY BE APPLIED AT THE RATE OF 300 POUNDS PER ACRE OR.7.5 POUNDS PER 1,000 SQUARE FEET USING 10-10-10 OR EQUIVALENT. IN ADDITION, 300 POUNDS OF 38-0-0 PER ACRE OR EQUIVALENT OF SLOW RELEASE NITROGEN MAY BE USED FOR TOPDRESSING. APPLY GROUND LIMESTONE (EQUIVALENT TO 50 PERCENT CALCIUM PLUS MAGNESIUM OXIDE) AS FOLLOWS: SOIL TEXTURE TONS AC LBS/1,000 SQUARE FEET CLAY, CLAY -LOAM, 4 180 AND HIGH ORGANIC SOIL SANDY LOA}d, LOAM 3 135 SILT LOAM LOAMY SAND, SAND 2 90 REFER TO .COUNTY SOIL REPORT FOR SOIL TEXTURES AT THE SITE. H.) WORK LIME AND FERTILIZER INTO THE SOIL AS NEARLY AS PRACTICAL TO A DEPTH OF 4 INCHES WITH.A. DISC, SPRING TOOTH HARROW OR OTHER SUITABLE EQUIPMENT. THE FINAL HARROWING OR DISCING OPERATION SHOULD BE ON THE GENERAL CONTOUR. CONTINUE TILLAGE UNTIL A REASONABLY UNIFORM, FINE SEEDBED IS PREPARED. ALL -BUT CLAY OR SILTY SOILS AND COARSE SANDS SHOULD BE ROLLED TO FIRM THE SEEDBED WHEREVER FEASIBLE. iii.) REMOVE FROM THE SURFACE ALL STONES TWO INCHES OR LARGER IN ANY DIMENSION. REMOVE ALL OTHER DEBRIS SUCH AS WIRE, CABLE, TREE ROOTS, PIECES OR CONCRETE, CLODS, LUMPS OR OTHER UNSUITABLE MATERIAL. iv.) INSPECT SEEDBED JUST BEFORE SEEDING. IF TRAFFIC HAS LEFT THE SOIL COMPACTED, THE AREA MUST BE RETILLED AND FIRMED AS ABOVE. SEEDING DATES T.) SPRING SEEDING USUALLY GPIES THE BEST RESULTS. SPRING SEEDINGS OF ALL SEED MIXES WITH LEGUMES IS RECOMMENDED, HOWEVER LATE SUMMER SEEDINGS PRIOR TO SEPTEMBER 15 CAN BE MADE. WHEN CROWN VETCH IS SEEDED IN LATE SUMMER, AT LEAST 35 PERCENT OF THE SEED SHOULD BE HARD SEED UNSCARIFIED). THE RECOM)AENDED SEEDING DATES ARE: APRIL 15 THROUGH JUNE 15 AUGUST 15 THROUGH SEPTEMBER 15 WITH THE EXCEPTION OF CROWN VETCH, THE FINAL SEEDING DATE MAY BE EXTENDED 15 DAYS IN THE COASTAL TOWNS OF NEW LONDON, MIDDLESEX, NEW HA`/al. AND FAIRFIELD COUNTIES. SEEDING L.) UNLESS OTHEITUISE SPECIFIED, THE SEED MIXTURE SHALL BE AS FOLLOWS: KENTUCKY BLUEGRASS 20 LB/ACRE .45 LB/1,000 SF CREEPING RED FESCUE 20 LB/ACRE .45 LB/1,000 SF PERENNIAL RYEGRASS 5 LB/ACRE .10 LB/1,000 SF TOTAL 45 LB/ACRE 1.00 LB/1,000 SF ii.) APPLY SEED UNIFORMLY BY RAND, CYCLONE SEEDER, DRILL, CULTIPACKER TYPE SEEDER OR HYDROSEEDER. NORMAL SEEDING DEPTH IS FROM 1/4 TO 1/2 INCH. HYRDOSEEDINGS WHICH ARE MULCHED MAY BE LEFT ON SOIL SURFACE. iii.) WHERE FEASIBLE, EXCEPT 'ff'rIERE EITHER A CULTIPACKER TYPE SEEDER OR HYDROSEEDER IS USED, THE SEEDBED SHOULD BE FIRMED FOLLOWING SEEDING OPERATIONS WITH A ROLLER, OR LIGHT DRAG. SEEDING OPERATIONS SHOULD BE ON THE CONTOUR. iv.) FROST CRACK SEEDING MUST BE DONE IN LATE WINTER OR EARLY SPRING. SUITABLE WEARIER CONDITIONS ARE FREEZING NIGHTS AND THAWING DAYS WITH LITTLE OR NO SNOW COVER. SEEDING RATES MUST BE INCREASED 10 PERCENT WHEN USING THIS METHOD. v.) HYDRAULIC APPLICATIOt! (H'fDROSEEEDING), IS A SUITABLE METHOD FOR USE ON CRITICAL AREAS. WHEN KfDROSEEDING, A SEEDBED IS PREPARED IN THE CONVENTIONAL WAY OR BY HAND RAKING TO LOOSEN AND SMOOTH THE SOIL AND TO REMOVE SURFACE STONES LARGER TH41 SIX INCHES IN DIAMETER. SLOPES MUST BE NO STEEPER THAN 2 TO 1 (2 FEET HORIZONTALLY TO 1 FOOT VERTICALLY). LIME AND FERTILIZER MAY BE APPLIED SIMUL'1" NEOUSLY WITH THE SEED. THE USE OF FIBER MULCH Ott CFJr0..' L AREAS IS NOT RECOMMENDED UNLESS IT IS USED TO HOLD STRAW OR HAT). FIBER MULCH DOES NOT PROVIDE ADEQUATE SEEDBED PROTECTION. BETTER PROTECTION IS GAINED BY USING STRAW MULCH AND HOLDING IT YdTH ADHESP/E MATERIALS OR 500 POUNDS PER ACRE OF WOOD FIBER MULCH. SEEDING RATES MUST BE INCREASED BY 10 PERCENT WHEN HYDROSEEDING. vi.) APPLY MULCH ACCOIRDING TO THE REQUIREMENTS FOR TEMPORARY MULCHING. vii.) IF SEEDING CANNOT'BE DONE WITHIN THE SEEDING DATES, USE TEMPORARY MULCHING TO PROTECT THE SITE AND DELAY SEEDING UNTIL THE NEXT RECOMMENDED SEEDING PERIOD. MAINTENANCE E.) LIME ACCORDING TO A SOIL TEST OR AT A MINIMUM OF EVERY FIVE YEARS USING A RATE OF TWO TONS PER ACRE (100 POUNDS PER 1,000 SQUARE FEET). ii.) WHERE GRASSES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST BIENNIALL'f, 300 POUNDS OF 10-10-10 OR EQUIVALENT PER ACRE 7.5 POUNDS PER 1,000 SQUAB FEET). iii.) WHERE LEGUMES PREDOMINATE, FERTILIZE ACCORDING TO A SOIL TEST OR BROADCAST EVERY THREE YEARS 300 POUNDS OF 0-20-20 PER ACRE OR EQUIVALENT 7.5 POUNDS PER 1,000 SQUARE FEET). 3. NONSTRUCTURAL MEASURES a.) HAYBALES SHEET FLOW APPLICATIONS INSTALLATION REQUIRUIENTS i.) BALES SHALL BE PLACED LENGTHWISE IN A SINGLE ROW FOLLOWING THE GROUND CONTOURS, WITH THE ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. ii.) ALL BALES SHALL BE EITHER WIRE BOUND OR STRING TIED. BALES SHALL BE INSTALLED SO THAT BINDINGS ARE ORIENTED AROUND THE SIDES OF THE BALES PARALLEL TO THE GROUND TO PREVENT DETERIORATION OF THE BINDING. iii.) A TRENCH SHALL BE EXCAVATED THE WIDTH OF A BALL AND THE LENGTH OF THE PROPOSED BARRIER TO A MINIMUM DEPTH OF 4 INCHES. AFTER THE BALES ARE STAKED AND CHINKED, THE EXCAVATED SOIL SHALL. BE BACKFILLED AGAINST THE BARRIER. BACKFILL SOIL SHALL CONFORM TO THE GROUND LEVEL ON THE DOWNHILL SIDE AND SHALL BE BUILT UP TO 4 INCHES AGAINST TriE UPHILL SIDE OF THE BARRIER. BALES SHOULD BE PLACED TEN FEET AWAY FROM THE TOE OF SLOPES UNLESS OTHERWISE SHOWN Ott THE DRAWINGS OR DIRECTED. iv.) EACH BALE SHALL BE SECURELY ANCHORED BY AT LEAST TWO (2) STAKES DRIVEN THROUGH THE BALE THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE TO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN DEEP ENOUGH INTO rHE GROUND TO SECURELY ANCHOR THE BALES. v.) THE GAPS BETNEEN BALES SHALL BE FILLED BY WEDGING STRAW BETWEEN THEM TO PREVENT WATER FROM FLOWING BETWEEN THE BALES. CHANNEL FLOW APPLICATIONS INSTALLATION REQUIREMENTS E.) BALES SHALL BE PLACED IN A SINGLE ROW, LENGTHWISE, ORIENTED PERPENDICULAR TO THE GROUND CONTOURS, WITH ENDS OF ADJACENT BALES TIGHTLY ABUTTING ONE ANOTHER. H.) THE REMAINING STEPS FOR INSTALLING A HAYBALE BARRIER FOR SHEET FLOW APPLICATIONS APPLY HERE, WITH THE FOLLOWING ADDITION: THE BARRIER SHALL BE EXTENDED TO SUCH A LENGTH THAT THE BOTTOMS OF THE END BALES ARE WCHER IN ELEVATION THAT THE TOP OF THE LOWEST MIDDLE BALE TO ASSURE THAT SEDIMENT WILL FLOW EITHER THROUGH OR OVER THE BARRIER BUT NOT AROUND IT. MAINTENANCE E.) INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND PERIODICALLY DURING PROLONGED RAIN EVENTS AND REPAIR OR REPLACEMENT SHALL BE MADE PROMPTLY! AS REQUIRED. H.) ACCUMULATED SEDIMEtfr BEHIND THE BALES SHALL BE REMOVED WHEN IT REACHES 1/2 OF THE ORIGINAL HEIGHT OF THE BALES. b.) FILTER FABRIC FENCE MATERIALS E.) SYNTHETIC FILTER FABRIC SYNTHETIC FILTER FABRIC SHALL BE A PERVIOUS SHEET OF PROPYLENE, NYLON, POLYESTER OR ETHYLENE FILAIAENTS AND SHALL BE CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE FOLLOWING REQUIREMENTS: PHYSICAL PROPERTY REQUIREMENTS FILTERING EFFICIENCY 75% (MIN.) TENSILE STRENGTH AT 207. (MAX) ELONGATION: EXTRA STRENGTH 50 LBS./LIN. IN. (MIN.) STANDARD STRENGTH 30 LBS./LIN. IN. (MIN.) FLOW RATE 0.3 GAL/SF/MIN (MIN.) H.) POSTS FOR FILTER FABRIC FENCES SHALL BE EITHER i X 2 INCH WOOD OR 0.5 POUND (MINIMUM) PER LINEAL FOOT STEEL WITH A MINIMUM LENGTH OF 5 FEET STEEL POSTS SHALL NAVE PROJECTIONS FOR FASTENING WIRE TO THEM. WIRE FENCE REINFORCEMENT FOR FILTER FABRIC FENCES USING STANDARD STRENGTH MATERIAL SHALL BE A MINIMUM OF 42 INCHES Itt HEIGHT, A MINIMUM OF 14 GAUGE AND SHALL HAVE A MAXIMUM MESH SPACING OF 6 INCHES. INSTALLATION REQUIREMENTS Q THE 'HEIGHT OF THE BARRIER SHALL NOT EXCEED 36 INCHES. (HIGHER BARIIERS MAY IMPOUND VOLUMES OF WATER SUFFICIENT TO CAUSE FAILURE). THE FILTER FABRIC FENCE SHALL BE PLACED 10 FEET AWAY FROM THE TOE OF SLOPES UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR DIRECTED. ii.) WHEN JOINTS ARE NECESSARY, FILTER FABRIC ROLL ENDS SHALL BE SPLICED TOGETHER ONLY AT A SUPPORT POST IN CONFORMANCE WITH THE MANUFACTURERS RECOMMENDATIONS. iii.) POSTS SHALL BE SPACED A MAXIMUM OF 10 FEET APART AND DRIVEN SECURELY INTO THE GROUND A MINIMUM DEPTH OF 12 INCHES. v.) WHEN STANDARD STRENGTH FILTER FABRIC IS USED; A WIRE MESH SUPPORT FENCE SHALL BE FASTENED SECURELY TO THE UPSLOPE SIDE OF THE POSTS USING HEAVY DUTY WIRE STAPLES AT LEAS(' 1 INCH LONG, TIE WIRES OR HOG RINGS. THE WIRE SHALL EXTEND INTO A TRENCH A MINIMUM OF 2 INCHES AND SHALL NOT EXTEND MORE THAN 36 INCHES ABOVE THE ORIGINAL GROUND SURFACE. vi.) THE STANDARD STRENGTH FILTER FABRIC SHALL BE STAPLED, WIRED OR TIED TO THE WIRE FENCE, AND 8 INCHES OF THE FABRIC SHALL BE EXTENDED INTO THE TRENCH. vii.) WHEN EXTRA STRENGTH FILTER FABRIC OR BURLAP AND CLOSER POST SPACING ARE USED, THE WIRE MESH SUPPORT FENCE MAY BE ELIMINATED. At.) THE TRENCH SHALL BE BACKFILLED AND THE SOIL COMPACTED OVER THE FILTER FABRIC. MAINTENANCE E.) INSPECTION SHALL BE MADE AFTER EACH STORM EVENT AND PERIODICALLY DURING PROLONGED RAINFALL. REPAIR OR REPLACEMENT SHALL BE MADE AS REQUIRED. ii.) ACCUMULATED SEDIMENT BEHIND THE FABRIC SHALL BE REMOVED WHEN IT REACHES 1/2 OF THE HEIGHT OF THE BARRIER. c.) GRADING Q ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED. ii.) AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED AND STRIPPED OF TOPSOIL TO REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL iii.) ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE, SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. iv.) FILL MATERIAL SHALL BE FREE OF BRUSH, RUBBISH, ROCKS, LOGS, STUMPS, BUILDING DEBRIS AND OTHER OBJECTIONABLE MATERIALS. v.) FROZEN MATERIAL OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL NOT BE INCORPORATED INTO FILLS. A.) FILL SHALL NOT BE PLACED ON A FROZEN FOUNDATION. vii.) TOPSOILING SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE REQUIREMENTS FOR TOPSOILING. AIL) ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING FINISHED GRADING OPERATIONS. d.) TOPSOILING MATERIALS AN INVESTIGATION SHALL BE MADE TO DETERMINE IF THERE IS A SUFFICIENT QUANTITY OF TOPSOIL OF GOOD QUALITY ON THE SITE TO JUSTIFY STRIPPING. HIGH QUALITY TOPSOIL SHALL BE FRIABLE AND LOAMY (LOAM, SANDY LOAM, SILT LOAM, SANDY CLAY LOAM, CLAY LOAM). OTHER SOIL TYPES WITH HIGH ORGANIC CONTENT MAY BE FOUND SUITABLE AFTER TESTING. R SHALL BE FREE OF DEBRIS, TRASH, STUMPS, ROCKS, ROOTS, AND NOXIOUS WEEDS. R SHALL GIVE EVIDENCE OF BEING ABLE TO SUPPORT HEALTHY VEGETATION. IT SHALL CONTAIN NO SUBSTANCE THAT IS POTENTIALLY TOXIC TO PLANT GROWTH. ALL TOPSOIL SHALL BE TESTED BY A RECOGNIZED LABORATORY TO DETERMINE THE THE PROPER APPLICATION RATES OF LIME AND FERTILIZER. INSTALLATION REQUIREMENTS STRIPPING OF TOPSOIL SHALL BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. THE DEPTH OF REMOVAL MAY VERY DEPENDING ON THE SITE CONDITIONS. ALL SEDIMENT CONTROLS SHALL BE IN PLACE PRIOR TO BEGINNING STRIPPING OPERATIONS. ii.) TOPSOIL SHALL BE STOCKPILED IN SUCH A MANNER THAT NATURAL DRAINAGE 1S NOT OBSTRUCTED AND NO OFF-SITE SEDIMENT DAMAGE SHALL RESULT. iii.) SLOPES OF STOCKPILES SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 VERTICAL iv.) A SEDIMENT BARRIER SHALL SURROUND ALL TOPSOIL STOCKPILES. v.) TEMPORARY SEEDING OF STOCKPILES SHALL BE COMPLETED WITHIN 15 DAYS OF THE FORMATION OF THE STOCKPILE IN ACCORDANCE WITH THE TEMPORARY VEGETATIVE COVER REQUIREMENTS. vi.) PREVIOUSLY ESTABLISHED GRADES ON THE AREAS TO BE TOPSOILED SHALL BE MAINTAINED ACCORDING TO THE DRAWINGS. vii.) WHERE THE PH OF THE SUBSOIL IS 6.0 OR LESS, GROUND AGRICULTURAL LIMESTONE SHALL BE SPREAD IN ACCORDANCE WITH THE SOIL TEST OR THE VEGETATIVE ESTABLISHMENT PRACTICE BEING USED. viii.) AFTER THE AREAS TO BE TOPSOILED HAVE BEEN BROUGHT TO GRADE, AND IMMEDIATELY PRIOR TO SPREADING THE TOPSOIL, THE SUBGRADE SHALL BE LOOSENED BY DISCING OR SCARIFYING TO A DEPTH OF AT LEAST 2 INCHES TO ENSURE BONDING OF THE TOPSOIL AND SUBSOIL. ix.) TOPSOIL SHALL NOT BE PLACED WHILE IN A FROZEN OR MUDDY CONDITION, WHEN THE SUBGRADE IS EXCESSIVELY WET, OR IN A CONDITION THAT MAY OTHERWISE BE DETRIMENTAL TO PROPER GRADING OR PROPOSED SODDING OR SEEDING. THE TOPSOIL SHALL BE UNIFORMLY DISTRIBUTED TO A MINIMUM COMPACTED DEPTH OF 4 INCHES. ANY IRREGULARITIES, IN THE SURFACE RESULTING FROM TOPSOILING OR OTHER OPERATIONS SHALL BE CORRECTED IN ORDER TO PREVENT THE FORMATION OF DEPRESSIONS OR WATER POCKETS. x.) TOPSOIL SHOULD BE COMPACTED ENOUGH TO ENSURE GOOD CONTACT WITH THE UNDERLYING SOIL AND TO OBTAIN A UNIFORM FIRM SEEDBED FOR THE ESTABLISHMENT OF A LOW MAINTENANCE TURF. UNDUE COMPACTION IS TO BE AVOIDED AS IT INCREASES RUNOFF VELOCITY AND VOLUME, AND PREVENTS SEED GERMINATION. e.) TEMPORARY MULCHING INSTALLATION REQUIREMENTS ORGANIC MULCHES Q ORGANIC MULCHES MAY BE USED IN ANY AREA WHERE MULCH IS REQUIRED, SUBJECT TO THE RESTRICTIONS NOTED BELOW: ORGANIC MULCH MATERIALS AND APPLICATION RATES RATES MULCHES PER ACRE PER 1000 SF STRAW OR HAY 1-1/2 - 2 TONS 70-90 LB WOOD FIBER 1000-2000 LB 25-50 LB CORN STALKS, 4-6 TONS 185-275 LB WOOD CHIPS 4-6 TONS 185-275 LB SHREDDED BARK 50-75 CY 1-2 CY MATERIALS E.) SELECT MULCH MATERIALS BASED ON SITE CONDITIONS, AVAILABILITY OF MATERIALS AND LABOR AND EQUIPMENT. OTHER MATERIALS MAY BE USED ONLY WITH THE PERMISSION OF THE APPROVING AUTHORITY. APPLICATION E.) MULCH MATERIALS SHALL BE SPREAD UNIFORMLY, BY HAND OR MACHINE. WHEN SPREADING STRAW OR HAY MULCH BY HAND, DIVIDE THE AREA TO BE MULCHED INTO APPROXIMATELY 1,000 SQUARE FOOT SECTIONS AND PLACE 70-90 POUNDS (1-1/2 TO 2 BALES) OF STRAW OR HAY IN EACH SECTION TO ENSURE UNIFORM DISTRIBUTION. ANCHORING Q HAY OR STRAW MULCHES MUST BE ANCHORED IMMEDIATELY AFTER APPLICATION TO PREVENT WINDBLOWING HAY OR STRAW MULCH MAY BE ANCHORED BY TRACKING WITH CONSTRUCTION EQUIPMENT OR BY USING MULCH NETTING OR LIQUID MULCH BINDERS. MAINTENANCE T.) ALL MULCHES MUST BE INSPECTED PERIODICALLY, IN PARTICULAR AFTER RAINSTORMS, TO CHECK FOR RILL EROSION. WHERE EROSION IS OBSERVED, ADDITIONAL MULCH SHOULD BE APPLIED. NETS SHOULD BE INSPECTED AFTER RAINSTORMS FOR DISLOCATION OR FAILURE. IF WASHOUTS OR BREAKAGE OCCUR, REINSTALL NET AS NECESSARY AFTER REPAIRING DAMAGE TO THE SLOPE. INSPECTIONS SHOULD TAKE PLACE UNTIL GRASSES ARE FIRMLY ESTABLISHED. GRASSES SHALL NOT BE CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED WHICH IS MATURE ENOUGH TO CONTROL SOIL EROSION AND TO SUR`/PIE SEVERE WEATHER CONDITIONS. WHERE MULCH IS USED IN CONJUNCTION WITH ORNAMENTAL PLANTINGS, INSPECT PERIODICALLY THROUGHOUT THE YEAR TO DETERMINE IF MULCH IS MAINTAINING COVERAGE OF THE SOIL SURFACE AND REPAIR AS NEEDED. Q DUST CONTROL INSTALLATION REQUIREMENTS WATER E.) THE EXPOSED SOIL SURFACE SHOULD BE MOISTENED PERIODICALLY WITH ADEQUATE QUANTITIES OF WATER TO CONTROL DUST. STONE E.) COVER SURFACE WITH CRUSHED STONE OR COARSE GRAVEL IN AREAS ADJACENT TO WATERWAYS USE CHEMICALLY STABLE AGGREGATE. MAINTENANCE i.) WHEN TEMPORARY DUST CONTROL MEASURES ARE USED, REPETITIVE TREATMENT SHALL BE APPLIED AS NEEDED TO ACCOMPLISH CONTROL. IP IF IF IF DH IP IP \ Ilk, \ ' a s IF IF IF Propo5ed Lot 31 IThI5 Lot to Rem_ Ian th EX15tinG HoU Fwi s a a os Ara=12 ,. _ r_or2. 5 e e Fso DH Soil 5tockpi Area (W)e` DH a \ DH + ~ \ DH - - IF 3 2 O IF mg 9 Y Y Y r + Y + r Y flame+ + i Y rop05ed Lot J O, + Area= 120,063 5F or 2. ' 1;r V__ r 3 7Ura 05 r N1b -9_Ile 0 ,. z2 ar :rte 2 O J 3 / h ro o d Lo ' v ToEi rta-- i'L3>U6S5P or.83- N J 15 o ow Iron Pipe Fd ii?3 0 3 N 43.0t 54.95• NOBLE HILL SUBDIVISION NOT TO ANY STANDARD SCALE TYPICAL. LOT SOIL EROSION AND SEDIMENT CONTROL PLAN NOTES: 1. UPON APPROVAL OF INDIVIDUAL SITE PLAN APPROVAL, THE LIMITS OF DEVELOPMENT SHOULD BE ESTABLISHED IN THE FIELD FOR EACH PROPOSED RESIDENTIAL STRUCTURE. DISTURBANCE LIMITS OF 25-35 FEET BEYOND THE PHYSICAL DIMENSIONS OF THE STRUCTURE ARE RECOMMENDED. STAKED HAY BALES OR FILTER FABRIC SHALL BE PLACED DOWN SLOPE OF ALL DISTURBED AREAS WITHIN 75' OF AN ESTABLISHED WETLAND BOUNDARY. 2. ALL DRIVEWAYS AND DRIVEWAY SHOULDERS SHOULD BE STABILIZED IMMEDIATELY UPON COMPLETION OF ROUGH GRADING. SHOULDER SEED BED PREPARATION SHOULD FOLLOW THE GENERAL NOTES PROVIDED. HAY BALES OR FILTER FABRIC SHOULD BE USED TO ENTRAP ANY SEDIMENT GENERATED FROM EXPOSED SOIL SURFACES. DRIVEWAY ROADBEDS SHALL BE STABILIZED WITH COMPACTED ROAD AGGREGATE AS SOON AS POSSIBLE. 3. TOPSOIL AND EXCAVATED SUBSOIL SHOULD BE STOCKPILED WITHIN THE AREA OF DISTURBANCE IF NOT USED FOR ON-SITE REGRADING. EACH STOCKPILE MUST BE ADEQUATELY RINGED WITH SEDIMENT CONTROL MATERIALS ( i.e. HAY BALES OR FILTER FABRIC FENCING). 4. ANY ADDITIONAL STOCKPILING OF LUMBER OR BUILDING MATERIALS SHOULD ALSO BE CONFINED TO THE AREA OF DISTURBANCE. SIMILARLY, VEHICULAR MOVEMENT SHOULD. BE DIRECTED TO ESTABLISHED PARKING AREAS. PROPOSED LEACHING SYSTEM AREAS MUST NOT BE IMPACTED BY VEHICULAR TRAFFIC OR UTILIZED AS PARKING AREA. DEVELOPMENT OF SEWAGE DISPOSAL LEACHING AREAS SHOULD BE STAGED TO FOLLOW HOUSE SITE PREPARATION. ONLY THE PRIMARY LEACHING SYSTEM NEED BE CLEARED OF EXISTING VEGETATION IN COORDINATION WITH THE APPROVED SEPTIC SYSTEM DESIGN. . RESERVE AREAS SHOULD REMAIN UNALTERED IF SITE CONDITIONS PERMIT. 5. UPON 50% COMPLETION OF DWELLING CONSTRUCTION, ALL DISTURBED AREAS SURROUNDING THE STRUCTURE SHOULD BE FINE GRADED, SEEDED, AND MULCHED IN ACCORDANCE WITH SECTIONS III, IV AND V OF THE SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE. 6. SEDIMENT AND EROSION CONTROL MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE DETAILS AND PROCEDURES OUTLINED IN THE SOIL EROSION AND SEDIMENT CONTROL PLAN NARRATIVE. LINA MINI-AN[2 MlLMP5 PC OCKPIL Ir,MEEf1 Clr:-- 2 0 7S I JUN 3 2007 4- O hi j F= O z z z < W F-W IA W VJi'.t z3-00 F= O FF --- O_ Z W "*&&g0p.* 20F- 000 wQ cn w L,..1 F'z0 l Q) (j DATE OJ -07-02 DRAWING PROJECT FILE ARCHS$ DRAWN DESIGNED APPROVED SHEET O Z 4OF4 C I rr II DATE OJ -07-02 DRAWING PROJECT FILE ARCHS$ DRAWN DESIGNED APPROVED SHEET O Z 4OF4