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HomeMy WebLinkAboutPlanEROSION AND SEDIMENT CONTROL NOTES: 1. PRIOR TO THE START OF CONSTRUCTION, A PRE CONSTRUCTION MEETING WITH THE TOWN IS REQUIRED. 2. CLEARING LIMITS SHALL BE FLAGGED IN THE FIELD AND VERIFIED PRIOR TO INITIATION OF CONSTRUCTION. 3. ACTUAL LOCATIONS AND APPLICATIONS OF EROSION CONTROL DEVICES SHALL BE DETERMINED IN THE FIELD PRIOR TO THE START OF CONSTRUCTION BASED ON THE EROSION AND SEDIMENT CONTROL STRATEGY. 4. EROSION AND SEDIMENT CONTROL DEVICES SHALL BE INSTALLED PRIOR TO ANY GRADING OF THE SITE. 5. PHASE 1 EROSION AND SEDIMENT CONTROLS SHALL BE INSTALLED PRIOR TO INITIATING ANY MAJOR EARTHWORK ACTIVITY AT THE SITE, THE FOLLOWING MEASURES SHALL BE INSTALLED AND MAINTAINED. A. INSTALL SEDIMENT FENCE BETWEEN WORK AREAS AND ADJACENT RESOURCE AREAS AND AT TOE OF SLOPES. B. MARK ALL TREES THAT ARE TO REMAIN IN OR ADJACENT TO DISTURBED AREAS AND PROVIDE TREE PROTECTION MEASURES. C. CONSTRUCT THE BASIN PRIOR TO ANY ON SITE EXCAVATION. D. INSTALL CONSTRUCTION ENTRANCE AT THE POINT OF CONSTRUCTION VEHICLE ACCESS TO THE SITE. E. CLEAR TREES, SHRUBS AND BRUSH IN AREAS WHERE GRADING WILL BE REQUIRED AND GRUB AREAS TO REMOVE ALL STUMPS, ROOTS, ETC. DISPOSE OF ALL MATERIAL CLEARED AND GRUBBED OFF SITE. F. REMOVE AND STOCKPILE ALL TOPSOIL ON SITE AND PROVIDE A SEDIMENT FENCE ON THE DOWN SLOPE SIDE. SEED STOCKPILE WITH PERENNIAL RYEGRASS AT A RATE OF 40 POUNDS PER ACRE AND MULCH WITH HAY OR STRAW. G. EXCAVATE AND/OR FILL WORK SITE TO SUBGRADE LEVEL. FILL WILL BE PLACED AND COMPACTED IN 8 INCH LIFTS AND SHALL BE FREE OF BRUSH, RUBBISH, LOGS, BUILDING DEBRIS, CONTAMINANTS, OR OTHER OBJECTIONABLE MATERIALS AS DETERMINED BY THE ENGINEER. MOISTEN SOIL SURFACE PERIODICALLY WITH WATER TO MINIMIZE DUST. 6. AS EXCAVATED AND FILLED SURFACES REACH SUBGRADE LEVELS, PHASE 2 EROSION CONTROL MEASURE WILL BE APPLIED. THESE MEASURE INCLUDE THE FOLLOWING: A. RELOCATE SEDIMENT FENCE AS NECESSARY TO INSTALL AT TOE OF SLOPES. B. STABILIZE STEEP SLOPES (3:1 OR STEEPER) AS SOON AS PRACTICAL WITH CURLEX EROSION CONTROL MEASURES AND MAINTAIN MEASURES UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. C. INSTALL SEDIMENT FENCE IN ALL LOCATIONS WHERE NEWLY STABILIZED AREAS ARE UPSLOPE OF PREVIOUSLY STABILIZED AREAS. 7. ALL DISTURBED AREAS NOT COVERED BY PARKING, SIDEWALKS, LANDSCAPING, ETC., SHALL BE GRADED AND STABILIZED AS FOLLOWS: A. PLACE MINIMUM 4 INCHES OF TOPSOIL IN ALL AREAS. APPLY LIMESTONE AND FERTILIZER IN ACCORDANCE WITH SOIL TEST RECOMMENDATIONS. B. APPLY RECOMMENDED SEED MIXTURE AT RECOMMENDED RATE. C. APPLY STRAW OR HAY MULCH ON ALL SEEDED AREAS. 8. WHEN ALL GRADED AREAS ARE PERMANENTLY STABILIZED, REMOVE ALL EROSION AND SEDIMENT CONTROLS. REMOVE TRAPPED SEDIMENT. 9. IT SHALL BE THE RESPONSIBILITY OF THE APPLICANT(S) TO ENSURE PROPER IMPLEMENTATION OF THE SOIL EROSION AND SEDIMENT CONTROLS AS SHOWN ON THIS PLAN; AND SHALL INCLUDE BUT NOT BE LIMITED TO, INSTALLATION AND MAINTENANCE OF CONTROL MEASURES, INFORMING ALL PARTIES SUCH REQUIREMENTS AND NOTIFICATION OF ANY TRANSFER OF THIS RESPONSIBILITY TO OTHER PARTIES. 10. RECOMMENDED SEED MIXTURE: FUTURA 2000 BY THE CHAS C. HART CO. CONTAINING THE FOLLOWING VARIETIES OF PERENNIAL RYEGRASS: FIESTA II, BLAZER 11, DASHER 11 AND EXPRESS. A SEEDING RATE OF 5-7 LBS. PER 1000 SF IS RECOMMENDED. 11. WHEN ALL SURFACES ARE PERMANENTLY STABILIZED, ANY REMAINING SEDIMENT AND EROSION CONTROL DEVICES SHALL BE REMOVED. 12. STILLING BASIN CONSTRUCTION NOTES: A. THE MONTVILLE PLANNER WILL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF CONSTRUCTION. B. IF THE BASIN IS CONSTRUCTED DURING THE WET SEASON. (MAR -MAY) A DEWATERING PLAN DEEMED ACCEPTABLE BY 'THE MONTVILLE PLANNER SHALL BE SAPL.EMENTED. C. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE THE FIRST ITEM OF CONSTRUCTION AND SHALL BE MAINTAINED UNTIL ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. D. INSTALL NEW BASIN AND LEVEL SPREADER. E. STABILIZE BASIN AREAS AS PER THE PLANTING SCHEDULE. F. DOWN GRADIENT EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED UNTIL BASIN STABILIZATION IS APPROVED BY THE MONTVILLE PLANNER. G. IT IS THE RESPONSIBILITY OF THE CONTRACTOR FOR BASIN MAINTENANCE UNTIL FINAL APPROVAL OF ALL CONSTRUCTION. UPON FINAL APPROVAL, THE OWNER SHALL BE RESPONSIBLE FOR ALL MAINTENANCE. H. SILT FENCING OR HAY BALE SHALL BE INSTALLED IN A CONTINUOUS ROW PERPENDICULAR TO WATER FLOW IN THE BASIN TO INHIBIT ANY CHANNELIZED FLOW WITHIN THE BASIN BEFORE ADEQUATE VEGETATION IS ESTABLISHED. 13. THE STORM WATER MANAGEMENT SYSTEM SHALL BE MAINTAINED ACCORDING TO THE FOLLOWING SCHEDULE: A. VEGETATION WITHIN THE BASIN SHALL BE MOWED ONCE BETWEEN THE MONTHS OF MAY AND OCTOBER. MOWED HEIGHT SHALL NOT BE LESS THAN TWO INCHES, B. ACCUMULATED SILT AND DEBRIS SHALL BE REMOVED FROM THE BASIN ONCE A YEAR. 1/4" RADIUS 6~ 1.5" RADIUS FINISHED GRADE � 1.5" COMPACTED THICKNESS FINISHED GRADE CLASS 2 BITUMINOUS a a CONCRETE PAVEMENT A ,1=,ljllil�{�Ill���i{ ,�I!-II L ------- 1 1\2" COMPACTED THICKNESS 0 9"PROCESSED CLASS 1 BITUMINOUS 1�1 AGGREGATE BASE CONCRETE PAVEMENT I! I= CONC 111 o CURB 18"BANK RUN a. AGGREGATE BASE a° o, I- 09 7 oa :11 0 ° 0 4,0(0 (I!II COMPACTED SUBGRADE CONCRETE CURB NOT TO SCALE NON-SKID HAIR BROOM FINISH T SIDEWALKP�OP /%1L/OF PE 1 /FT MAX.T 0" TO 1/4 -�--- -�--f i 20" CURB REVEAL f-'_ ----------- &=-------- --- --- ------------ y�� I�------ VARIES-- 4'--0" --- VARIES HANDICAP RAMP NOT TO SCALE EIOSTING GRADE 1/2" PREFORMED BITUMINOUS EXPANSION JOINT CURBING PLANT IN GROUPS OF 12 O 8' O.C. COMMON CATTAIL (TYPHA LATIFOLIA) 2" PLUGS ® 12" O.C. BLUE FLAG IRIS (IRIS VERSICOLOR) 2" PLUGS O 12" O.C. PLANT IN GROUP OF 8 0 8' O.C. SOFT STEM BULRUSH (SCIRPUS VALIDUS) 12" PLUGS ® 12" O.C. 1 I LEVEL (217.5) � 41 1r 10! MOTE: WITH THIS SECTION, & GRASSED SURFACE MAX. TYPE "CL" GRATE %'= 1.69 FT/SEC O ELEV. =217.0 LF' a" MaPE (2. SX) 214.5 RISER -PRECAST CONCRETE CAT BASH WITH TYPE "CL" TOP OUTLET CONTROL STRUCTURE NOT TO SCALE r% nS C W CONSTRUCTION ,JOINT: `--CONSTRUCTION JOINT: 1/2" PREMODELED 1/2" PREMODELED BITUMINOUS EXPANSION TOOLED JOINT BITUMINOUS EXPANSION JOINT MATERIAL 0" DEEP) JOINT MATERIAL PLAN 6.. W 1-1/2" CLEAR APPLY WETLANDS SEED MIX TO SIDE SLOPES H� 4" LOAM'' AND SEED MOLDCAST PARACYL PCL -1 15OW HPS FIXTURE OR APPROVED EQUAL Z6x6-W1,4xW1.4 WELDED WIRE FABRIC CONCRETE SIDEWALK PROCESSED GRAVEL BASE SECTION CONCRETE SIDEWALK DETAIL NOT TO SCALE GEOTE FA MOTH W A B 4' CAPPED 12' 5' 1 " BROKEN 15' 100 Q^ (�lit$$�t'�°e STONE AS NOTED �2`� 218.0 0-0-00 40 O O 3 of 3 0000 000 0000 2 ORIFICES 0 3/4" DIA. O 3" O.C. 000000 000 000000 000 000 00000 (VERTICALLY) 000 000000 BETWEEN ELEV. 0000000000 040 a O O 21fi.0 & 218.0 00000000 000:>0000000 00000000 000 0000000 00000000 000 00000000 216.0 000000000 000000000 0 0 0 0 0 000oo0 0 0 0 0 0 0 0 215.4 1/4" RADIUS 6~ 1.5" RADIUS FINISHED GRADE � 1.5" COMPACTED THICKNESS FINISHED GRADE CLASS 2 BITUMINOUS a a CONCRETE PAVEMENT A ,1=,ljllil�{�Ill���i{ ,�I!-II L ------- 1 1\2" COMPACTED THICKNESS 0 9"PROCESSED CLASS 1 BITUMINOUS 1�1 AGGREGATE BASE CONCRETE PAVEMENT I! I= CONC 111 o CURB 18"BANK RUN a. AGGREGATE BASE a° o, I- 09 7 oa :11 0 ° 0 4,0(0 (I!II COMPACTED SUBGRADE CONCRETE CURB NOT TO SCALE NON-SKID HAIR BROOM FINISH T SIDEWALKP�OP /%1L/OF PE 1 /FT MAX.T 0" TO 1/4 -�--- -�--f i 20" CURB REVEAL f-'_ ----------- &=-------- --- --- ------------ y�� I�------ VARIES-- 4'--0" --- VARIES HANDICAP RAMP NOT TO SCALE EIOSTING GRADE 1/2" PREFORMED BITUMINOUS EXPANSION JOINT CURBING PLANT IN GROUPS OF 12 O 8' O.C. COMMON CATTAIL (TYPHA LATIFOLIA) 2" PLUGS ® 12" O.C. BLUE FLAG IRIS (IRIS VERSICOLOR) 2" PLUGS O 12" O.C. PLANT IN GROUP OF 8 0 8' O.C. SOFT STEM BULRUSH (SCIRPUS VALIDUS) 12" PLUGS ® 12" O.C. 1 I LEVEL (217.5) � 41 1r 10! MOTE: WITH THIS SECTION, & GRASSED SURFACE MAX. TYPE "CL" GRATE %'= 1.69 FT/SEC O ELEV. =217.0 LF' a" MaPE (2. SX) 214.5 RISER -PRECAST CONCRETE CAT BASH WITH TYPE "CL" TOP OUTLET CONTROL STRUCTURE NOT TO SCALE r% nS C W CONSTRUCTION ,JOINT: `--CONSTRUCTION JOINT: 1/2" PREMODELED 1/2" PREMODELED BITUMINOUS EXPANSION TOOLED JOINT BITUMINOUS EXPANSION JOINT MATERIAL 0" DEEP) JOINT MATERIAL PLAN 6.. W 1-1/2" CLEAR APPLY WETLANDS SEED MIX TO SIDE SLOPES H� 4" LOAM'' AND SEED MOLDCAST PARACYL PCL -1 15OW HPS FIXTURE OR APPROVED EQUAL Z6x6-W1,4xW1.4 WELDED WIRE FABRIC CONCRETE SIDEWALK PROCESSED GRAVEL BASE SECTION CONCRETE SIDEWALK DETAIL NOT TO SCALE GEOTE FA MOTH W A B 4' 4' 12' 5' 5' 15' (4' WIDE) 1.0' 40' 2 F 6" MIN � 1.0' MIN. 1 r_, EL.=218.0 ELECTRICAL, TELEPHONE AND CABLE TELEVISION SERVICE EMERGENCY SPILLWAY SECTION NOT TO SCALE FINISHED GRADE 18" MIN MODIFIED RIPRAP NOTE: ELECTRICAL CONDUITS MUST HAVE AT LEAST 4 FT. OF SEPARATION TION FROM TELEPHONE AND TV CONDUITS BURIED CABLE TRENCH CROS SECTION NOT TO SCALE LAMINAIRE, FT. -CANDLE POWER NOTE: REFLECTOR IS SPECULAR ANODIZED' INUM, PROVIDES PRECISE UPLIGHT CUTOFF' -.� NO LIGHT EMITTED ABOVE 81'. I' Nt. BUILDING MOUNTED .UG ' INV.=214.3 NOT TO SCALE SITE LIGHTING NOTES Q SITE LIGHTING SHALL BE INSTALLED SUCk THAT ANY GLARE IS PROPERLY SHIELDED FROM THE VIEW OF ADJACOff PROPE AND PUBLIC RIGHTS OF WAY. I BUILDING MOUNTED:jLMT FIXTURES A TMAX) HIGH-PRESSURE SWW G PARAC OR A D EQUAL. MOUNTINGHT IS TO BE .5 LIGHTING SYSTEM BE *RED TO �I � OPE FROM MAIN CON TR AAL 04 NEW A SH ON A TNIIIR 1MTH AL PHOTO-- GRADE 2x2x4r WOOD POLE MUSTRIAL NETTING. SNOW FENCE OR WOVEN WIRE FENCE FOR SUPPORT FABRIC 6„ MIN. 6" MIN. BOARD ON BOARD SIDING -� 1"x6" BOTH SIDES \, 6'.x6' TREATED POST - CONTAINMENT 6' CURBItJG 4" CONCRETE PAD W% 6"x6"-10 i 'N. �A( FABRIC STONE r-3 IFIROCE SSE^ R)k 6" MIN. OR 1.5X MAX. STONE DIA. T___ SECTION R()APr) />hl DnAon cInlA,h PLAN DUMPSTER PAD NOT TO SCALE * DUMPSTER TO HAVE PLUGS IN ANY DRAIN HOLES. VARIES SLOPE VARIES SLOPE = 1 /4"/FT. (SEE GRADING PLAN) Y" 8" CRUSHED GRAVEL COMPACTED % 4" OF LOAM, SEED, COMPACTED FERTILIZER AND MULCH -� SUBGRADE GRAVEL PARKING AREA CROSS SECTION NOT TO SCALE TLE T LARED EI GEOTEXTILE SSED GRAVEL CERTIFIED BY THE TO^ OF MONTVILLE °LANNIN' &NO ZONING COMMISSION CHAIRMAN. MONTVILLE P & Z COMMISSION DATE FLOW • CERTIFIED BY THE TOWN Oc' MONTVILLE INLAND ANDS COMMISSION � j $• I CHAIRMAN, MONTVILLE INLAND WETLANDS DATE NQS PREMANUFACTURED FENCE MAY BE USED. SENT_ DATF R SIGN NOT TO SCALE 3--17-10 UNCAS HEALTH MENTS 3-12-10 4-16-10 TOWN MENTS 6-14910 TOWN MENTS CONSTRUCTION ENTRANCE NOT TO SCALE Y SITE DETAILS JONES LANDSCAPE, LLC 318 B UTLERTOWN ROAD Fq DATE: f February 18, 2010 DRAWN BY: TJ 100 Q^ (�lit$$�t'�°e 1ST AS NOTED SITE DETAILS JONES LANDSCAPE, LLC 318 B UTLERTOWN ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR DAN JONES 51.2 SQUAW ROCK ROAD MOOSUP, CT 06354 February 18, 2010 DRAWN BY: TJ SCALE: AS NOTED Development Solutions, L.L.C. SHEET NO. A Technical Services Company 3 of 3 33 East Town St., Norwich, Connecticut Phone: (860)204-024.8 -- Fax: (860)204-0652 DRAWING NO. _ �f. �!!!//!!/!!!!1!/!/!///!//!//!///%//% FILTER FABRIC TOPSOIL -46 6" \ 1" BROKEN 6" \/\ \\ STONE min /X 4 PERF. PVC PIPE 18" MIN. ABOVE GROUND WATER (MOTTLING) 4' MIN. TO LEDGE TYPICAL LEACHING TRENCH SECTION NTS A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED OVER ALL STONE BEFORE BACKFILLING. MIMIMUM AVERAGE ROLL VALUES FOR FABRIC SHALL BE 1.5 OZ PER SQUARE YARD (PER ASTM 0-3776), A PERMITTIVITY OF 1.0 SEC (PER ASTM D-4491) AND A TRAPEZOID TEAR OF 15 LBS PER ASTM D-4533) LEGEND aWF 1 UGU ■ MON FND • IP / OH FND x 110.0 FO TS RM PROPERTY LINE STREET LINE BUILDING LINE EXISTING CONTOUR STONEWALL PROPOSED CONTOUR LIMIT OF WETLANDS AS FLAGGED BY MICHAEL SCHAEFER SOIL SCIENTIST UNDERGROUND UTILITIES PROPOSED CLEARING/LIMIT OF DISTURBANCE UTILITY POLE MONUMENT FOUND IRON PIN OR DRILL HOLE FOUND APPROX. TEST PIT LOCATION APPROX. PERC. TEST LOCATION PROPOSED SPOT GRADE GRADE TO DRAIN FOOTING DRAIN TOPSOIL STOCKPILE RED MAPLE (6 ft. high) T_ +tOLE DATA: TEST HOLES PERFORMED 3-2-10, WITNESSED BY UNCAS HEALTH DISTRICT TH-1 TH-2 0-12" TOP SOIL 0-11" TOP SOIL 12-82" TAN FINE TO MEDIUM 11-67" TAN FINE TO MEDIUM SILT SAND W/STONES SILT SAND W/STONES SEEPAGE AT 27" SEEPAGE AT 34" WATER AT 28" WATER AT 35" NO LEDGE NO LEDGE BENCHMARK SET OF MONUMENT FOUND E N.=229.7 (MAP REF. J2) ,yo T'H-3 0-'12"TOP SOIL 12--60" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 26" WATER AT 39" NO LEDGE -UM. 0-13" TOP SOIL 13-72" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 28" WATER AT 36" NO LEDGE PERCOLATION TEST: PERFORMED 3-3-10 ---�- OUTLET 13"" LAFAYETTE, P.E. »-i'6" MIN. GAS DEFLECTOR LIQUID February 18, 2010 2/3 REQUIRED DEPTH 11:00 A.M. CAPACITY 113 REQUIRED MEASURE (In.) CAPACITY LENGTH NOT GREATER THAN 6" 4 TIMES WIDTH OR DEPTH 1:15 TYPICAL, SEPTIC TANK 2-.�" MOTE: CLEANOUT MANHOLES AND ALL BAFFLED 10-x INSPECTION MANHOLES SHALL BE LOCATED 1:25 AT A DEPTH NOT GREATER THAN 12" BELOW 1-3" (FINAL GRADE. 12-Y0'�" APPENDIX B APPROVED SEPTIC TANK OUTLET FILTERS 1:35 INTERNAL OUTLET FILTERS MANUFAC�Q, MODEL ORENCO SYSTEMS FM444-36 FT0854-36 FT1254-36 FT1554-36 THORSBY & BOWNE SANITEE TUF-TITE EF -4 � UNITED CONCRETE CO. PL122 TH 1 4 NU ZABEL A100 A1800 A300 A1801 A100 -HIP A1800 -HIP A300 -HIP A1800 -HIP FILTER FABRIC TOPSOIL -46 6" \ 1" BROKEN 6" \/\ \\ STONE min /X 4 PERF. PVC PIPE 18" MIN. ABOVE GROUND WATER (MOTTLING) 4' MIN. TO LEDGE TYPICAL LEACHING TRENCH SECTION NTS A LAYER OF NON -WOVEN FILTER FABRIC SHALL BE PLACED OVER ALL STONE BEFORE BACKFILLING. MIMIMUM AVERAGE ROLL VALUES FOR FABRIC SHALL BE 1.5 OZ PER SQUARE YARD (PER ASTM 0-3776), A PERMITTIVITY OF 1.0 SEC (PER ASTM D-4491) AND A TRAPEZOID TEAR OF 15 LBS PER ASTM D-4533) LEGEND aWF 1 UGU ■ MON FND • IP / OH FND x 110.0 FO TS RM PROPERTY LINE STREET LINE BUILDING LINE EXISTING CONTOUR STONEWALL PROPOSED CONTOUR LIMIT OF WETLANDS AS FLAGGED BY MICHAEL SCHAEFER SOIL SCIENTIST UNDERGROUND UTILITIES PROPOSED CLEARING/LIMIT OF DISTURBANCE UTILITY POLE MONUMENT FOUND IRON PIN OR DRILL HOLE FOUND APPROX. TEST PIT LOCATION APPROX. PERC. TEST LOCATION PROPOSED SPOT GRADE GRADE TO DRAIN FOOTING DRAIN TOPSOIL STOCKPILE RED MAPLE (6 ft. high) T_ +tOLE DATA: TEST HOLES PERFORMED 3-2-10, WITNESSED BY UNCAS HEALTH DISTRICT TH-1 TH-2 0-12" TOP SOIL 0-11" TOP SOIL 12-82" TAN FINE TO MEDIUM 11-67" TAN FINE TO MEDIUM SILT SAND W/STONES SILT SAND W/STONES SEEPAGE AT 27" SEEPAGE AT 34" WATER AT 28" WATER AT 35" NO LEDGE NO LEDGE BENCHMARK SET OF MONUMENT FOUND E N.=229.7 (MAP REF. J2) ,yo T'H-3 0-'12"TOP SOIL 12--60" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 26" WATER AT 39" NO LEDGE -UM. 0-13" TOP SOIL 13-72" TAN FINE TO MEDIUM SILT SAND W/STONES MOTTLING AT 28" WATER AT 36" NO LEDGE PERCOLATION TEST: PERFORMED 3-3-10 ____------ BY P. LAFAYETTE, P.E. DEPTH 25" February 18, 2010 PRESOAK 11:00 A.M. TIME MEASURE (In.) DROP (In.) 1:10 6" - 1:15 8-3r 2-.�" 1:20 10-x 2" 1:25 12" 1-3" 1:30 12-Y0'�" 1:35 13-h"'4" 1:40 14-Y4" x 222.8 `aS PERC RATE: 6.7 MINS/INCH B U T L E R T 0 W N R O A D CLBcP ___` -------- 4079 4079 ---- S 30°54'04" E MON FNO - G 200.00' APPROXIMATE SEPTIC LOCATION 170'± 226 N� sAPPROXIMAIE CLEARING LIMITS- F r) VELL LOCATION Q <r} TS nRM ROOF LEADER --,- 5p , PROPOSED METAL BUiLDIN0 TRY DOOR Z� (lYP) 40' 4.5 BUILDING MOUNTED LIGHT (SEE DETAIL) PROPOSED WELL 10' RM R RM 224 9' 20'� .-RAMP CONCRETE SIGN PARKING 'S _ AREA j OUTSIDE MATERIAL STORAGE BINS (2) 24' ROOF LEADER ryay`V 221 COMPACTED 218 24' GRA • 216 8'x20' STORAGE CONTAINER O� x 215 oROOF LEADERS AND L CLEARING LIMITS FOOTING DRAIN (TIGHT PIPE W/RUBBER SILT z GASKETED JOINTS FOR FENCE EACH PIPE) Ov 8' WIDE RIP -RAP EDGE OF 'ti EMERGENCY SPILLWAY WETLANDS ELEV. 217.5 RIP -RAP \\ � SPLASH PAD 8'LxI O'W FEU INV=214.3 4,- kms. �- v �a�tv� �� ..Cd 1 x 215 OUTLET CONTROL STRUCTURE (SEE DETAIL) f 20 L.F. 6" HDPE ?�6 VACANT LOT IP END RM P SIGN �. & BAR �s- 10' SLOPING RIGHTS �f HELCO 1057- IP 05?,IP FND -s- BENT ;TOP ;I GN �g CONSTRUCTION ENTRANCE (SEE DETAIL) PAVED (BIT. CONC.) COMMON DRIVEWAY PER DECLARA-nON (VOL. 336, PAGE 782) 10 T. CONCRETE ooRON A VACANTLOT. O 1�; COMMON DRIVEWAY EASEMENT (VOL. 336, PAGE 782) �1b ti NOTE.$ 1. EXISTING STORAGE TENTS TO BE REMOVED. 2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE. 3. PRIOR TO THE COMMENCEMENT OF ANY CLEARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUC71ON FENCING. 4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. 5. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND EQUIPMENT, I.E., TOOLS, FERTILIZER, LAWN MOWERS, WEED WALKERS, TRIMMERS, ETC. SEPTIC SYSTEM $ANG: A. INDUSTRIAL BUILDING, 0.1 GPD/SF = 2400 x 0.1 = 240 GPD. B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED (H-20 LOADING). C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = 34, GRADIENT BETWEEN 10.1 - 15.0% RESTRICTION BETWEEN 22.1 TO 26" (26") FF = 0.8, 240 GPD/300 PF = 1.2, PERC RATE 5.1 - 10.0 MIN/INCH (6.7) MLSS = HF x FF x PF = 34 x 0.8 x 1.2 = 32.6' (55' PROVIDED) E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1,5 GPO PER SF = 160 S.F. F. 12" HIGH x 48" NOE STONE TRENCHES SELECTED FOR PRIMARY LEACHING SYSTEM DESIGN. (SCHEDULE 40 PIPE REQUIRED) EFFECTIVE LEACHING AREA PROVIDED PER LF. PER CODE: 3.0 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 160 S.F./3.0 S.F.A.F.=53.3' (55' provided). G. EFFECTIVE LEACHING AREA PROVIDED: 1 - 55' LONG 12" x 48" TRENCH, 1 x 55' x 3.0 S.F. = 165 S.F. H. 100% RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. SANITARY ELEVA11QN DATA: 1O SANITARY INVERT AT FOUNDATION: 221.5 O2 32' - 4" DIA. SCHEDULE 40 ASTM D1785 OR EQUIVALENT PIPE (MIN. SLOPE --Y#' PER FT.) O3 1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H-20 LOADING) INVERT IN: 220.25 INVERT OUT: 220.00 ® 5' - 4" DIA. SDR 35 PVC PIPE O5 "D" BOX INVERT IN: 219.15 INVERT OUT: 218.90 © 2' - 4" DIA. SDR 35 PVC PIPE O7 48" WIDE x 12" HIGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED) TOP TRENCH ELEV: 219.4 TRENCH INV.: 218.9 BOTTOM TRENCH ELEV: 218.4 EX. GRADE (MAX): 219.1 RESTRICTIVE LAYER (26"): 216.9 / SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4- GALVANIZED BOLTS (1 TOP, 1 BOTTOM) STO NOTE: SON TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP SIGN ` NOT TO SCALE SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS HANDICAPPED (1 TOP, 1 BOTTOM) PARKING .u. s 5'-0" TO GRACIE HANDICAPPED PARKING SIGN NOT TO SCALE CERTIFIED BY THE TOWN OF MONTVILLE pLANNINi AND ZONING COMMISSION CHAIRMAN, MONTVILLE P & Z COMMISSION DATE CERTIFIED BY THE TOWN OF MONTVILLE INLAND TLANDS COMMISSION CHAIRMAN, MONTVILLE INLAND WETLANDS DATE DATE R ISION 3-17-10 UNCAS HEAL OMMENTS 3-12-10 4-16-10 TO COMMENTS 6-1410 TO COMMENTS LOCATION MAP, GENERAL NOTES & A-2 SURVEY ____------ 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR .DAN JONES 512 SQUAW ROCK ROAD February 18, 2010 DRAWN BY: TJ MOOSUP, CT 06354 3' CONCRETE .APRON (D AS NOTED ^0<z)AGE Develo ment Solutions L.L.C. p DOOR A Technical Services Company 2 of 3 DRAWING NO. •' 12-W x 10'H (Ti DUMPSTER ENCLOSURE (SEE DETAIL)' 32' I \ , x 222.8 `aS h � 5.0' TH 1 4 NU PRIMARY PT x 222.5 Q ! ! TH3: ti W d- LO O 0 PROPOSED WELL 10' RM R RM 224 9' 20'� .-RAMP CONCRETE SIGN PARKING 'S _ AREA j OUTSIDE MATERIAL STORAGE BINS (2) 24' ROOF LEADER ryay`V 221 COMPACTED 218 24' GRA • 216 8'x20' STORAGE CONTAINER O� x 215 oROOF LEADERS AND L CLEARING LIMITS FOOTING DRAIN (TIGHT PIPE W/RUBBER SILT z GASKETED JOINTS FOR FENCE EACH PIPE) Ov 8' WIDE RIP -RAP EDGE OF 'ti EMERGENCY SPILLWAY WETLANDS ELEV. 217.5 RIP -RAP \\ � SPLASH PAD 8'LxI O'W FEU INV=214.3 4,- kms. �- v �a�tv� �� ..Cd 1 x 215 OUTLET CONTROL STRUCTURE (SEE DETAIL) f 20 L.F. 6" HDPE ?�6 VACANT LOT IP END RM P SIGN �. & BAR �s- 10' SLOPING RIGHTS �f HELCO 1057- IP 05?,IP FND -s- BENT ;TOP ;I GN �g CONSTRUCTION ENTRANCE (SEE DETAIL) PAVED (BIT. CONC.) COMMON DRIVEWAY PER DECLARA-nON (VOL. 336, PAGE 782) 10 T. CONCRETE ooRON A VACANTLOT. O 1�; COMMON DRIVEWAY EASEMENT (VOL. 336, PAGE 782) �1b ti NOTE.$ 1. EXISTING STORAGE TENTS TO BE REMOVED. 2. EXISTING STORAGE CONTAINER TO BE RELOCATED ON SITE. 3. PRIOR TO THE COMMENCEMENT OF ANY CLEARING OR CONSTRUCTION ACTIVITY, THE LIMITS OF CLEARING MUST BE IDENTIFIED BY ORANGE CONSTRUC71ON FENCING. 4. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN. 5. THE PROPOSED BUILDING IS TO BE USED FOR THE STORAGE OF LANDSCAPING MATERIALS AND EQUIPMENT, I.E., TOOLS, FERTILIZER, LAWN MOWERS, WEED WALKERS, TRIMMERS, ETC. SEPTIC SYSTEM $ANG: A. INDUSTRIAL BUILDING, 0.1 GPD/SF = 2400 x 0.1 = 240 GPD. B. 1,000 GALLON TWO COMPARTMENT SEPTIC TANK REQUIRED BY CODE AND PROVIDED (H-20 LOADING). C. DESIGN PERCOLATION RATE: 5.1 TO 10.0 MIN./IN. D. MINIMUM LEACHING SYSTEM SPREAD HF = 34, GRADIENT BETWEEN 10.1 - 15.0% RESTRICTION BETWEEN 22.1 TO 26" (26") FF = 0.8, 240 GPD/300 PF = 1.2, PERC RATE 5.1 - 10.0 MIN/INCH (6.7) MLSS = HF x FF x PF = 34 x 0.8 x 1.2 = 32.6' (55' PROVIDED) E. EFFECTIVE LEACHING AREA REQUIRED PER CODE: 240 GPD/1,5 GPO PER SF = 160 S.F. F. 12" HIGH x 48" NOE STONE TRENCHES SELECTED FOR PRIMARY LEACHING SYSTEM DESIGN. (SCHEDULE 40 PIPE REQUIRED) EFFECTIVE LEACHING AREA PROVIDED PER LF. PER CODE: 3.0 S.F. MINIMUM LENGTH OF TRENCH REQUIRED: 160 S.F./3.0 S.F.A.F.=53.3' (55' provided). G. EFFECTIVE LEACHING AREA PROVIDED: 1 - 55' LONG 12" x 48" TRENCH, 1 x 55' x 3.0 S.F. = 165 S.F. H. 100% RESERVE AREA REQUIRED AND PROVIDED, SAME AS PRIMARY. SANITARY ELEVA11QN DATA: 1O SANITARY INVERT AT FOUNDATION: 221.5 O2 32' - 4" DIA. SCHEDULE 40 ASTM D1785 OR EQUIVALENT PIPE (MIN. SLOPE --Y#' PER FT.) O3 1,000 GALLON TWO COMPARTMENT SEPTIC TANK (H-20 LOADING) INVERT IN: 220.25 INVERT OUT: 220.00 ® 5' - 4" DIA. SDR 35 PVC PIPE O5 "D" BOX INVERT IN: 219.15 INVERT OUT: 218.90 © 2' - 4" DIA. SDR 35 PVC PIPE O7 48" WIDE x 12" HIGH STONE TRENCH (SCHEDULE 40 PIPE REQUIRED) TOP TRENCH ELEV: 219.4 TRENCH INV.: 218.9 BOTTOM TRENCH ELEV: 218.4 EX. GRADE (MAX): 219.1 RESTRICTIVE LAYER (26"): 216.9 / SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4- GALVANIZED BOLTS (1 TOP, 1 BOTTOM) STO NOTE: SON TO BE INSTALLED IN ACCORDANCE WITH STATE OF CONNECTICUT D.O.T. STANDARDS STOP SIGN ` NOT TO SCALE SECURE TO 1-1/2" GREEN BAKED ENAMEL POST WITH (2) 1/4" GALVANIZED BOLTS HANDICAPPED (1 TOP, 1 BOTTOM) PARKING .u. s 5'-0" TO GRACIE HANDICAPPED PARKING SIGN NOT TO SCALE CERTIFIED BY THE TOWN OF MONTVILLE pLANNINi AND ZONING COMMISSION CHAIRMAN, MONTVILLE P & Z COMMISSION DATE CERTIFIED BY THE TOWN OF MONTVILLE INLAND TLANDS COMMISSION CHAIRMAN, MONTVILLE INLAND WETLANDS DATE DATE R ISION 3-17-10 UNCAS HEAL OMMENTS 3-12-10 4-16-10 TO COMMENTS 6-1410 TO COMMENTS LOCATION MAP, GENERAL NOTES & A-2 SURVEY JONES LANDSCAPE, LLC 318 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT DATE: PREPARED FOR .DAN JONES 512 SQUAW ROCK ROAD February 18, 2010 DRAWN BY: TJ MOOSUP, CT 06354 SCALE: AS NOTED Develo ment Solutions L.L.C. p SHEET NO. A Technical Services Company 2 of 3 DRAWING NO. 33 East Town St., Norwich, Connecticut Phone: (860)204-0248 -Fox; {860)204-0652