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Home My WebLink AboutLocation & Topo Surveyw Z N N ti S�� X01 T BENCH ]SANK EDGE OF \ \ \ MAG NAIL SET PAVEMENT \ ELEV 96.24 _ (ASSUMED DATUM) -� (GVF� \ \ / 12" GATE BOTTOM OF UPPER D -BOX "POK0 \, POSTS LEACHING TRENCHES INV 96.27 IN \ \, \ METS ELEV 96.75 N/F ` / !NV 96.1 D OUT - \ \ SW" AUSTIN & SONS INC. s / GATE VOLUME 141 PAGE z5 / OVERFLOW D -BOX BOTTOM OF LOWER \ INV 97.25 IN LEACHING TRENCH \ INV 97.42 OUT ELEV 95.60 \ �87' 1746 "E \ - --- \ If N/F KRAVITZ EQUITY ASSOCIATION VOLUME 294 PAGE 54 DEEP TEST PI?J RES'UL�S I �.��urtDttrirs T t r m� . . . LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P. 0. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 1 SANIrARY CR£rERIA PROPOSED 2 -FAMILY HOUSE (4 BEDROOMS - 2/UNIT) DESIGN PERCOLATION RATE = 5.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,500 -GALLON SEPTIC TANK AND 3 ROWS OF 75' OF 4' WIDE, 12' HIGH LEACHING TRENCHES, 1ST 2 ROWS ON SAME LEVEL WITH ENDS CONNECTED AND 3R0 TRENCH BY SERIAL DISTRIBUTION. LEACHING AREA PROVIDED: 3 x 75' x 3.0 SF/LF = 675 SF EFFECTIVE 100% RESERVE AREA PROVIDED .9WI.NIjw'U M L EAC3-fINC� SYS�rEM SPREAD CALC'i.LLA�rION HYDRAULIC GRADIENT = 6.7% DEPTH TO RESTRICTIVE LAYER 33" HYDRAULIC FACTOR = 26 FLOW FACTOR FOR 4 BEDROOMS = 2.0 PERCOLATION FACTOR FOR 5.1- 10.0 MINUTES/INCH = 1.2 MLSS REQUIRED = 62.4' MLSS PROVIDED = 75' 7.s. 65 - SITE DATA TABLE ZONE: R--40 ITEM DEEP TEST PITS WERE WITNESSED BY DAVID COUGHLIN OF THE UNCAS HEALTH DISTRICT PROVIDED LOT AREA 40,000 S.F. 69,345f SF. AND JOHN f-AULISE, L.S. OF BOUNOARIES LLC ON 10-8-04.. PERCOLATION TEST WAS 158.20 RT FRONT YARD 50 FT 51.3± IrI' PERFORMED EY BOUNDARIES LLC. 15 FT 242± FT REAR YARD 50 FT 55.9± F'I' TEST PIT J5 35 FT 25t FT PARKING SPACES 4 8 ON- 6m, TOPSOIL WELL SANITARY SYSTEM ON-SITE SEPTIC SYSTEM 6"- 40" TAN MEDIUM SANDY LOAM 40"- 96" MEDIUM COARSE SAND AND GRAVEL P-2 DEPTH = 28.5" MOTTLING ® 41 " NO GROUNDWATER, NO LEDGE PRESOAK AT 1:10 TIMEEADING L BCS. EA D & AB B RE�VI.�l.TT O S TEST PIT #6 ON- 3" TOPSOIL 136 R 2" 1:41 17 11 3"- 37" TAN MEDIUM SANDY LOAM 1:46 21 1/4" 37"- 93" MEDIUM COARSE SAND AND GRAVEL 1:51 24" REBAR OR DRILL TO BE SET FT FEET MOTTLING 0 37; NO GROUNDWATER, NO LEDGE ' 1:56 25 3/4" SNET SOUTHERN NEW ENGLAND TELEPHONE W/ WITH TEST PIT #i 2:01 27" IP IRON PIPE DH DRILL HOLE O"- 4" TOPSOIL 2:06 DRY 4w- 41 " TAN MEDIUM SANDY LOAM P-2 PERCOLATION RATE f MORE OR LESS `� UTILITY POLE 41 " 81 " MEDIUM COARSE SAND AND GRAVEL ® 28.5" DEPTH = 3.3 MINUTES/INCH CHD CONNECTICUT HIGHWAY DEPARTMENT MOTTLING 0 41"N' NO GROUNDWATER, NO LEDGE o STONE WALL REC. RECOVERED TEST PIT #3MON MONUMENT O"- 6" TOPSOIL TP TEST PIT ® WELL 6m- 33" TAN SILTY LOAM 33" 81" GREY SILTY SAND AND GRAVEL — BUILDING SETBACK LINE MOTTLING @ 33', NO GROUNDWATER, NO LEDGE PERCOLATION TEST LOCATION I �.��urtDttrirs T t r m� . . . LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P. 0. BOX 184 179 PACHAUG RIVER DRIVE GRISWOLD CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (860) 376-5899 1 SANIrARY CR£rERIA PROPOSED 2 -FAMILY HOUSE (4 BEDROOMS - 2/UNIT) DESIGN PERCOLATION RATE = 5.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,500 -GALLON SEPTIC TANK AND 3 ROWS OF 75' OF 4' WIDE, 12' HIGH LEACHING TRENCHES, 1ST 2 ROWS ON SAME LEVEL WITH ENDS CONNECTED AND 3R0 TRENCH BY SERIAL DISTRIBUTION. LEACHING AREA PROVIDED: 3 x 75' x 3.0 SF/LF = 675 SF EFFECTIVE 100% RESERVE AREA PROVIDED .9WI.NIjw'U M L EAC3-fINC� SYS�rEM SPREAD CALC'i.LLA�rION HYDRAULIC GRADIENT = 6.7% DEPTH TO RESTRICTIVE LAYER 33" HYDRAULIC FACTOR = 26 FLOW FACTOR FOR 4 BEDROOMS = 2.0 PERCOLATION FACTOR FOR 5.1- 10.0 MINUTES/INCH = 1.2 MLSS REQUIRED = 62.4' MLSS PROVIDED = 75' 7.s. 65 - SITE DATA TABLE ZONE: R--40 ITEM MQUUMD PROVIDED LOT AREA 40,000 S.F. 69,345f SF. LOT FRONTAGE 150 FT 158.20 RT FRONT YARD 50 FT 51.3± IrI' SIDE YARD 15 FT 242± FT REAR YARD 50 FT 55.9± F'I' BUILDING HEIGHT 35 FT 25t FT PARKING SPACES 4 8 WATER SUPPLY WELL SANITARY SYSTEM ON-SITE SEPTIC SYSTEM ems_ LOCATION MAP SCALE: I"=1000' sURTE y Wo�rEs EDGE OF 1. THIS SURVEY AND MAP HAS BEEN PREPARED IN ACCORDANCE WITH PAVEMENT SECTIONS 20-30OB-1 THROUGH 2O-30OB-20 OF THE REGULATIONS OF CONNECTICUT STATE AGENCIES AND "STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 260 1996. IT IS AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON DEPENDENT RESURVEY AND CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE USED FOR SITE DEVELOPMENT. 2. NORTH ORIENTATION DEPICTED HEREON IS BASED ON A MAGNETIC BEARING TAKEN ON NOVEMBER 29, 2004. 1 �. 3. CONTOURS DEPICTED HEREON WERE DERIVED FROM ACTUAL FIELD SURVEY AND ARE BASED ON ASSUMED DATUM. 4. REFERENCE MAPS: O A. "PROPERTY OF MOHEGAN REALTY CO. INC., MONTVILLE, CONN., SCALE: 1 -100, MAY 7, 1960,- PREPARED BY THOMAS M. PETERSON. o B. "MAP SHOWING LAND OF CALVIN H. JR. & PHILLIS R. HEATH, 16 FIELDING DRIVE, UNCASVILLE, CONNECTICUT, SCALE: 1"-40', OCT 2, 1972, PLAN 225-72,1" PREPARED BY RAMON S. MAGSUMBOL. C. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF / MONTVILLE, CONNECTICUT TURNPIKE, I-•r,uM HAMOND HILL ROAD NORTHERLY TO THE MONTVILLE-NORWICH TOWN LINE, SCALE: 17-80', DATE: DECEMBER 27, �► 1962, REVISED TO: APRIL 29, 1965, NUMBER: 85-06, SHEET NO. 1, ?S, SECTION 2. " D. "CONNECTICUT STATE HIGHWAY DEPARTMENT RIGHT OF WAY MAP, TOWN OF MONTVILLE, CONNECTICUT TURNPIKE, FROM RAMOND HILL ROAD NORTHERLY TO THE MONTVILLE-NORWICH TOWN LINE, SCALE: 1`80', DATE: OCTOBER 25, 1962, NUMBER: 85-06, SHEET NO. 6 OF 6, SECTION 1." E. "TOWN OF MONTVILLE MAP SHOWING LAND & RIGHTS OF ACCESS ACQUIRED FROM MOHEGAN REALTY CO., INC., BY THE STATE OF CONNECTICUT TURNPIKE, SCALE: 1N-40", PUB. ACT 52, SPEC. SESSION JUNE 1955, JULY 1960,'* PREPARED BY STANLEY L. ALLEN. F. "PLAN MADE FOR MOHEGAN REALTY CO. INC. IN THE TOWN OF MONTVILLE, SCALE: 17-100', DEC. 1956," PREPARED BY F. E. ROBINSON. G. "TOWN OF MONTVILLE MAP SHOWNING LAND & RIGHTS OF ACCESS ACQUIRED FROM COUNTY OF NEW LONDON BY THE STATE OF CONNECTICUT, GREENWICH-KILLINGLY EXPRESSWAY, SCALE: 17-40', 1953 SUPP. CHAP. 107, PART IV, MARCH 1955, SHEETS 1 & 2 OF 2. " APPROVED BY THE TOWN OF MONTVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECERETARY DATE EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION CHAIRMAN/SECERETARY .L14PR011E�A4ENT fOC._q.��.__�_ —AND— T'07'OC3 R.,APHIC SURATEY PREPARED FOR "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY3TAT-Cif Cows7_R*uC7l_ojv GRAPHIC SCALE CORRECT AS NOTED HER ." ,o o ,o ,o w 8088 FIELDING DRIVE 411' CONNECTICUT ( IN FEET) � 70016 4 3 ob SCALE: 1 "=20' FEBRUARY 2006 JOB I.D. NO. 04-1066 SHEET 1 OF 2 1 inch = 20 ft. 01-� �v' F,AvUS JR. L.S. LICENSE N0. DATE REVISION 1 PER UDH COMMENTS 3-14-06 REVISION 2 PER STAFF COMMENTS 3-24-06 FILTER FENCE a-�P COMPACTED BACKFILL EXCAVATE - -' 6"x 6" TRENCH FLOW EXISTING GRADE 12" MIN. DEPTH UNDISTURBED GROUND SEDI�AIEW9 _/ FENCE DETAIL NOT TO SCALE 10' TO TOP OF EMBANKMEN 2" MIN. 4" PERF. FM 9' ON CENTER PROPOSED GRADE, GRADE TO PREVENT PONDING NON -WOVEN FABRIC FILTER I" SIZE BROKEN STONE 18" MIN. TO GROUNDWATER/MOTTLING 48" MIN. TO LEDGE/ROCK 12"x 48" S�ON�' lE.AC3fING NOT TO SCALE qEWERA-L W07 -'ES I. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 1, 2004 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. 2. THE PROPOSED HOUSE SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 PVC ASTM D 1785/ASTM D 2665 OR APPROVED EQUAL AND INDICATED 1N TABLE NO. 2 OF 'TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS". ALL OTHER SEWER PIPE FOR THIS SEPTIC SYSTEM SHALL BE 4" PVC ASTM D3034, SDR 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL. 3. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SEPTIC SYSTEM. 4. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT OF THE SEPTIC SYSTEM. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE DESIGN ENGINEER SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM. 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS AND ELEVATIONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. 6. THE PROPOSED FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS. A. 10090 OF FILL SHALL PASS THROUGH A 3" SIEVE. B. MAXIMUM % OF GRAVEL (BETWEEN 14 & 3" SIEVE) = 4590. C. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: SIEVE SIZE % PASSING (WET) 90 PASSING (DRY) #4 100% 1DO% /10 70 - 10090 70 - 100% #40 10 - 50%* 10 - 759 # 100 0 - 20.E 0 - 590 #200 0-590 0-2.5% D. * PERCENT PASSING THE 140 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 7590 IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE 1200 SIEVE DOES NOT EXCEED 5%. E PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO 10.0 MINUTES/INCH. A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT IT MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE UNCAS HEALTH DISTRICT OR DESIGN ENGINEER PRIOR TO ITS PLACEMENT ON SITE. X,ARP*,,AJTVE THIS PROPOSAL INVOLVES THE CONSTRUC77ON OF A TWO FAMILY DWELLING ON AN EXISTING 1.59 ACRE LOT OF RECORD. THE PROPERTY IS LOCATED IN AN R-40 ZONE AT THE END OF FIELDING DRIVE. THE RESIDENTIAL DWELLING WILL HAVE AN ON-SITE SEPTIC SYSTEM AND A WELL. EROSION CONTROL MEASURES WILL BE IMPLEMENTED DURING CONSTRUCTION INCLUDING ANTI -TRACKING PAD AT THE; ROAD ENTRANCE LOCATIONS AND SEDIMENT FENCE AT LOCATIONS DOWN GRADIENT OF EARTHWORK OPERATIONS. EROSr9&! CONTROL MEASURES WILL BE MAINTAINED THROUGHOUT THE PROJECT CONSTRUCTION. AFTER CONSTRUCTION/ REGRADING IS COMPLETED, ALL DISTURBED AREAS SHALL. .BE LOAMED (4" MINIMUM) .AND SEEDED WITH -BASS FOR PERMANENT STABILIZATION. EROSION CONTROL MEASURES WILL BE REMOVED ONL'r AFTER ALL L115 JRBED ARES KAVF BEE.,'V PERPIANENTLY STAE UZED tt rt r s L*L*Co LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE G'RISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (866) 376-5899 APPROVED BY THE TOWN OF MON_TVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECERETARY DATE EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION CHAI RMAN/SECERETARY DATE 7. APPROVED AGGREGATE SHALL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COMMISSIONER OF PUBLIC HEALTH. STONE AGGREGATE SHALL BE BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (OR LATEST REVISION THERETO) SPECIFICATION M.01.01 FOR NO. 4 STONE, FREE OF SILT, DIRT, OR DEBRIS, SHALL SHOW A LOSS OF ABRASION OF NOT MORE THAN 50X USING AASHTO METHOD T-96 AND CONFORM TO THE FOLLOWING: SIEVE SIZE 90 PASSING 2 INCH 10090 1.5 INCH 90 - 100% 1 INCH 20 - 5590 3/4 INCH 0 - 10.E 3/8 INCH 0 - 59 8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER. 9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER. 10. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM: A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING TRENCHES. B. USING A HEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. C. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 16) IN LIFTS OF NOT GREATER THAN 12" IN THE AREA OF THE PROPOSED LEACHING TRENCHES UP TO AT LEAST THE ELEVATION OF THE TOP OF THE LEACHING TRENCHES. D. PERFORM AT LEAST 1 PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR FASTER THAN THAT AS INDICATED IN NOTE #6.D. IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS. E. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE 17. F. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH. G. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. 11. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. 12. PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SEPTIC SYSTEM SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR. XOTE'S AWD DE7.AILS PREPARED FOR .3-L�2rC3-C Cows7_R'uC7"ION 88 FIELDING DRIVE M(3NTVILLE, CONNECTICUT _CALE: AS NOTED FEBRUARY 2006 JOB I.D. N0. 04-1066 REVISION 1 PER UDH COMMENTS 3-14-06 REVISION 2 PER STAFF COMMENTS 3-24-06 SHEET 2 OF 2 COWS'ZRZ L C��O S -y Z,� EXCE 1. SECURE ALL NECESSARY LOCAL, STATE, AND FEDERAL PERMITS. 2. INSTALL CONSTRUCTION ENTRANCE (ANTI -TRACKING PAD), SEDIMENT FENCE AT LOCATIONS REQUIRED. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. 3. GRUB ALL VEGETATION AND DISPOSE OF OFFSITE OR AT AN ONSITE LOCATION APPROVED BY TOWN OF MONTVWLLE PLANNING DEPARTMENT/WETLANDS STAFF. STRIP ALL ORGANIC MATERIAL FROM THE PROPOSED DEVELOPMENT AREA AND EITHER STOCKPILE IT FOR FUTURE REUSE AT AN APPROVED LOCATION OR DISPOSE OF ... now low OFFSITE. TEMPORARILY SEED THIS STOCKPILE AREA WITH RYEGRASS AND INSTALL SEDIMENT AROUND THE •.. - DOWNGRADIENT SIDE OF STOCKPILE. PUBLIC ROAD 4. INSTALL O°O°°°°°O°°°O°0000 ° 0 BUILDING FOUNDATION AND CONSTRUCT DWELLING. °°°0� 0�0�0�O�OQ°p°�Op°QOQOp°° 50 MINIMUM 0000°00°00°°°00° 0 0° o 0 0 0 0 0 5. INSTALL SEP77C SYSTEM, WELL AND UTILITIES. PAVE PARKING AND ACCESS DRIVE AREAS. INSTALL CURBING. °°°O°O°O°O°O°O°O°000000000°0°0°d°° o°o°o°o°o°o°o°o°o°o°o°0°0°0°0°0° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o LOAM ALL DISTURBED AREAS WITH 4" OF TOPSOIL SEED AND MULCH. , 0 0 0 0 0 0 0 0 0 0 0 0 0 0000000 0 0 0 0 0 0 0 0 0 0 0 0 0 0000 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o°o°o°o°o°o°o°o°o°o°a°�°o°o°�°�°° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 6. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED REMOVE EROSION CONTROL MEASURES. °°°°°°°°°°°°°°°°°°°°°°°°°°°°o°° °°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°°° OT 2" 4" °0°0°0°0°0°0°0°0°0°0°0°0°0° - - - °°°°°°°°°°°°°o°°°°°° O°O°°°°O°°000°°°°°0°0°° MINIMUM - = ° °°0°0°° EROSION COXTR0.1-, XOTES FILTER FABRIC AS 1. ALL UTILITIES ARE APPROXIMATE. CONTRACTOR TO VERIFY ALL UTILITIES PRIOR TO CONSTRUCTION. CONTACT REQUIRED "CALL--BEFORE-YOU-DIG" AT 1-800-922-4455 AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION. (12' MIN.) 2. THE RESPONSIBILITY OF THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES IS ROGER HATCH, PHONE" 1 860-234-7204. cowss� U CT -TOW EX CE 3. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT COUNCIL ON -� SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP NOT TO SCALE BULLETIN 34, SHALL BE USED FOR INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY !F DIRECTED BY THE ENGINEER OR THE TOWN OF MONTVWLLE STAFF. 4. SEEDING FOR PERMANENT STABILIZATION SHALL BE DONE BETWEEN APRIL 15 THROUGH JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE DONE WITHIN THESE TIMES, APPLY TEMPORARY MULCH UNTIL NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: ALL 2:1 SLOPE AREAS CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1, 000 SF PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1, 000 SF ALL OTHER GRASSED AREAS CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF REDTOP 2 LBS/ACRE OR 0.05 LBS/1,000 SF CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF 5. MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 2 EIALES/100 SF. tt rt r s L*L*Co LAND SURVEYING N HISTORICAL LAND RECORD RESEARCH COMMERCIAL & RESIDENTIAL DEVELOPMENT P.O. BOX 184 179 PACHAUG RIVER DRIVE G'RISWOLD, CONNECTICUT 06351 TELEPHONE (860) 376-2006 FAX (866) 376-5899 APPROVED BY THE TOWN OF MON_TVILLE PLANNING AND ZONING COMMISSION CHAIRMAN/SECERETARY DATE EROSION CONTROL PLAN CERTIFIED BY THE PLANNING AND ZONING COMMISSION CHAI RMAN/SECERETARY DATE 7. APPROVED AGGREGATE SHALL BE STONE AGGREGATE OR OTHER PRODUCTS APPROVED BY THE COMMISSIONER OF PUBLIC HEALTH. STONE AGGREGATE SHALL BE BROKEN STONE, CRUSHED STONE, OR SCREENED GRAVEL MEETING THE CONNECTICUT DEPARTMENT OF TRANSPORTATION FORM 816 (OR LATEST REVISION THERETO) SPECIFICATION M.01.01 FOR NO. 4 STONE, FREE OF SILT, DIRT, OR DEBRIS, SHALL SHOW A LOSS OF ABRASION OF NOT MORE THAN 50X USING AASHTO METHOD T-96 AND CONFORM TO THE FOLLOWING: SIEVE SIZE 90 PASSING 2 INCH 10090 1.5 INCH 90 - 100% 1 INCH 20 - 5590 3/4 INCH 0 - 10.E 3/8 INCH 0 - 59 8. NO DEVIATION FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR APPROVAL FROM THE UNCAS HEALTH DISTRICT AND THE DESIGN ENGINEER. 9. THE SEPTIC TANK SHALL BE PRECAST CONCRETE UNLESS OTHERWISE AUTHORIZED BY THE DESIGN ENGINEER. 10. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM: A. STRIP ALL TOPSOIL, VEGETATION AND ORGANIC MATERIAL IN THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING TRENCHES. B. USING A HEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED SUBSOIL. PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, ETC. FROM SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. C. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 16) IN LIFTS OF NOT GREATER THAN 12" IN THE AREA OF THE PROPOSED LEACHING TRENCHES UP TO AT LEAST THE ELEVATION OF THE TOP OF THE LEACHING TRENCHES. D. PERFORM AT LEAST 1 PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION RATE EQUAL TO OR FASTER THAN THAT AS INDICATED IN NOTE #6.D. IF PERCOLATION RATE IS SLOWER THAN THAT RATE, ALL FILL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETING PROPER SPECIFICATIONS. E. INSTALL SEPTIC SYSTEM PER PLAN USING APPROVED AGGREGATE AS INDICATED IN NOTE 17. F. COVER SYSTEM WITH A MINIMUM OF 6" OF LOAM IN LAWN AREAS, GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE. THE FINISHED GRADE 10' FROM ANY PART OF THE PROPOSED LEACHING TRENCHES SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE RESPECTIVE LEACHING TRENCH. G. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH NOT GREATER THAN 12" BELOW FINAL GRADE. 11. FOR EXACT HOUSE DIMENSIONS, SEE BUILDING PLANS. 12. PRIOR TO THE START OF CONSTRUCTION, THE HOUSE AND SEPTIC SYSTEM SHALL BE STAKED OUT BY A LICENSED LAND SURVEYOR. XOTE'S AWD DE7.AILS PREPARED FOR .3-L�2rC3-C Cows7_R'uC7"ION 88 FIELDING DRIVE M(3NTVILLE, CONNECTICUT _CALE: AS NOTED FEBRUARY 2006 JOB I.D. N0. 04-1066 REVISION 1 PER UDH COMMENTS 3-14-06 REVISION 2 PER STAFF COMMENTS 3-24-06 SHEET 2 OF 2