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Home My WebLink AboutSite PlanI ARCHITECTURAL TO OXOHOXO ROAD MONUMENT FOUND NIF STEPHEN PRICE U 30 f11VIPV K N F Aj;j1_1- 11. NIF SOUTHERN NEW ENGLAND TELEPHONE COMPANY VOL 104 / PG 554 V 0 L D J / NIF l NIF RTT DEVELOPMENT, INC. WILLIAM N. GALBRAITH FLORENCE M. GALBRAITH VOL 1141PG 341 LmlllTOBESET NIF DARRY L. KATHRYN F. McCARTHY VOL 306 / PG 104 HATCHED AREA REPRESENTS CONSERVATION EASEMENT AREA LOCATION MAP 0;:oboxo SCALE' 1 1000, ENE ME -REEEKNCE 1.) SUBDIVISION PLAN "FOREST ACRES" MADE FOR DENNIS AND BARBARA HALE, OLD COLCHESTER ROAD & FORSYTH ROAD, MONTVILLE, CONNECTICUT, NIF WALE 1 li = 50', BY CHANDLER, PALMER & KING, NORWICH., CONNECTICUT, ROMONA FA NOEZ JANUARY 7, 1986 WITH ADDITIONS AND REVISIONS TO JUNE 3, 1986, VOL 320 f PG 256 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OFAPPROXIMATELIMITS 300b-1 THROUGHTEAGENCIESS UOFINLANDWETLANDSCONNECTICUTSTASECTIONS20 SURVEYS AND MARS IN THE STATEPERMAPREFERENCE20-300b 20 AND THE "STANDARDS FOR S OF CONNECTICUTAS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND M SURVEYORS, INC. ON SEPTEMBER 26, 1996. AND IS A PROPERTY/BOUNDARY Ing AND TOPOGRAPHIC SURVEY CONFORMING TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC T-2 STANDARDS OF ACCURACY. y, NIF 2.) SITE IS SHOWN ON ASSESSORS MAP 44 LOT 1. THE NEW PARCELS WILL BE KNOWN AS ASSESSORS MAP 44 LOTS 11, 1J, 1K,AND 1L,AS ASSIGNED tE BEN F. & LEIGH A. BY THE' ASSESSOR OF THE TOWN OF MONTVILLE. a_ DZI ENGI ELEWSKI 3.} BASE FOR LEVELS: APPROXIMATE NOVID 1929: L 190 PG 721NVO ... 3_1 4.) IRON PIN, DRILL HOLE, OR MONUMENT TO BE SET AT ALL LOT CORNERS. N. - R` N611,51, L AREA 6.00± ACRES nil0011 EVELOPMENT OFBEENAPPROVEDFORTHED506.) W'i S 11, 1J, AND 1 K H AVE E R-1- 'SEPTIC SYSTEMS BY THE UNCAS HEALTH DISTRICT INA ERONLETT R 04M DATED -MAY 3, 2002. WI -2 w 7.) 1_0 1 L TO BE CONNECTED TO MUNICIPAL SEWER, 4W 5-1; 61i3 SERVICED BY ON—SITE WELLS. ALI LOTS TO BE IS. 0A 2A%g M %2 Ts WILL HAVE PAVED DRIVEWAY APRONS IN ACCORDANCE WITH THE9.) LO TOWN OF MONTVILLE IMPROVEMENT DETAILS. W, p u ilS LOT CONTAINS INLAND WETLANDS AND UPLAND REVIEW AREAS MM aN Q 10.) T' og ADJAC,NT THERETO, ALL OF WHICH ARE REGULATED PURSUANT TO 01-0- REG D BY THE TOWN OF MONTVILLE INLAND WETLANDSREGULATIONSPROMULGATE MiMRR" AND WATERCOURSES COMMISSION. REGULATED ACTIVITIES, AS DEFINED INNORM, 10 z1. . . . . . . . . . . pk, 0 - i915 SECTION 22a-38 OF THE CONNECTICUT GENERAL STATUES, CANNOT BE im COND JCTED IN AN INLAND WETLAND AREA OR UPLAND REVIEW AREA4 TO WITHOUT FIRST OBTAINING A PERMIT THEREFOR FROMADJACENTTHERE THE TOWN OF MONTVILLE INLAND WETLANDS AND WATERCOURSESANTIONSPROMULGATEDBY THE TOWN OFCOMMISSION. PURSUANT TO REGULAmg, 6 Mmug MnR, MONTVILLE INLAND WETLANDS AND WATERCOURSES COMMISSION, THEggMSSIONREGULATESUPLANDAREASWITHIN50FEETOFALLDESIGNATED0m, N., NIF Commi, I Nw.-MR T OF THE WE ARE DELINEATED ON TH-IS4, 11N WETt_A D ARW- THE LIMITJUA_ NITA B. MITHlg N AND HAVE BEEN ACCEPTED AS ESSENTIALLY CORRECT BYSUBDIVISIONPLA NDS A- D WATERCOURSES, VA"',' VOL 351 PG 499 THE TOWN OF MONTVILLE INLAND WETLA COMMISSION. M 11.) ADDITIONAL WORK ON EACH LOT MAY REQUIRE INLAND WETLANDS COMMISSION APPROVAL I -F IT INVOLVES DISTURBANCE IN ANY REGULATED OR UPLAND REVIEW AREA. NIF DONALD C. & DELORES M. GORDON VOL 319 PG 311 NI F KEVIN J. & ROBIN A. MUSTO AR VOL 311 PG 777 Ik 1-R-4 KI PIPE N NIF DONALD J. & LORI A. BRENNAN NTE N/F VOL 184 / PG 94 6 LESLIE C. & VOL JUNE C. WALTER PG VOL 118 / PG 404 WWF 40 20 0 40 1 GRAPHIC SCALE IN FEET mi 0- i zO 0 0 0 U) PASSIVE SOLAR ENERGY TECHNIQUES AS o PRE.SCRI;QD Or L k HAVE BEEN CONSIDERED V) 1,N ;H VES ENT OF THIS PLAN Ld 0 L -d r IGNAT R TE V) ry FINAL SUBDIVISION PPRO, GRANTED BY THE LIMITS Of INWD WETLANDS AS FLAGGED PLANMPLAN`G AN' ZONING COMMISSION BY IAN BOLE, S. 00A DATE SIGNATURE DATE a- WCL_ a - ATIDN 04 C04 TO MY 0 OW ND BELIEF, THIS MAP IS SUBSTANTIALLY, 04 ON N N N DATE ..OMPLE 0 /ALL WORK COR.IRE, HEREON. o V) Lf") 00 00 C) F E RC' STR6USE L.S. #9679 DATE LOCATION MAP 0;:oboxo SCALE' 1 1000, ENE ME -REEEKNCE 1.) SUBDIVISION PLAN "FOREST ACRES" MADE FOR DENNIS AND BARBARA HALE, OLD COLCHESTER ROAD & FORSYTH ROAD, MONTVILLE, CONNECTICUT, NIF WALE 1 li = 50', BY CHANDLER, PALMER & KING, NORWICH., CONNECTICUT, ROMONA FA NOEZ JANUARY 7, 1986 WITH ADDITIONS AND REVISIONS TO JUNE 3, 1986, VOL 320 f PG 256 1.) THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OFAPPROXIMATELIMITS 300b-1 THROUGHTEAGENCIESSUOFINLANDWETLANDSCONNECTICUTSTASECTIONS20 SURVEYS AND MARS IN THE STATEPERMAPREFERENCE20-300b 20 AND THE "STANDARDS FOR S OF CONNECTICUTAS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND M SURVEYORS, INC. ON SEPTEMBER 26, 1996. AND IS A PROPERTY/BOUNDARY Ing AND TOPOGRAPHIC SURVEY CONFORMING TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC T-2 STANDARDS OF ACCURACY. y, NIF 2.) SITE IS SHOWN ON ASSESSORS MAP 44 LOT 1. THE NEW PARCELS WILL BE KNOWN AS ASSESSORS MAP 44 LOTS 11, 1J, 1K,AND 1L,AS ASSIGNED tE BEN F. & LEIGH A. BY THE' ASSESSOR OF THE TOWN OF MONTVILLE. a_ DZI ENGI ELEWSKI 3.} BASE FOR LEVELS: APPROXIMATE NOVID 1929: L 190 PG 721NVO ... 3_1 4.) IRON PIN, DRILL HOLE, OR MONUMENT TO BE SET AT ALL LOT CORNERS. N. - R` N611,51, L AREA 6.00± ACRES nil0011 EVELOPMENT OFBEENAPPROVEDFORTHED506.) W'i S 11, 1J, AND 1 K H AVE E R-1- 'SEPTIC SYSTEMS BY THE UNCAS HEALTH DISTRICT INA ERONLETT R 04M DATED -MAY 3, 2002. WI -2 w 7.) 1_0 1 L TO BE CONNECTED TO MUNICIPAL SEWER, 4W 5-1; 61i3 SERVICED BY ON—SITE WELLS. ALI LOTS TO BE IS. 0A 2A%g M %2 Ts WILL HAVE PAVED DRIVEWAY APRONS IN ACCORDANCE WITH THE9.) LO TOWN OF MONTVILLE IMPROVEMENT DETAILS. W, p u ilS LOT CONTAINS INLAND WETLANDS AND UPLAND REVIEW AREAS MM aN Q 10.) T' og ADJAC,NT THERETO, ALL OF WHICH ARE REGULATED PURSUANT TO 01-0- REG D BY THE TOWN OF MONTVILLE INLAND WETLANDSREGULATIONSPROMULGATE MiMRR" AND WATERCOURSES COMMISSION. REGULATED ACTIVITIES, AS DEFINED INNORM, 10 z1. . . . . . . . . . . pk, 0 - i915 SECTION 22a-38 OF THE CONNECTICUT GENERAL STATUES, CANNOT BE im COND JCTED IN AN INLAND WETLAND AREA OR UPLAND REVIEW AREA4 TO WITHOUT FIRST OBTAINING A PERMIT THEREFOR FROMADJACENTTHERE THE TOWN OF MONTVILLE INLAND WETLANDS AND WATERCOURSESANTIONSPROMULGATEDBYTHE TOWN OFCOMMISSION. PURSUANT TO REGULAmg, 6 Mmug MnR, MONTVILLE INLAND WETLANDS AND WATERCOURSES COMMISSION, THEggMSSIONREGULATESUPLANDAREASWITHIN50FEETOFALL DESIGNATED0m, N., NIF Commi, I Nw.-MR T OF THE WE ARE DELINEATED ON TH-IS4, 11N WETt_A D ARW- THE LIMITJUA_ NITA B. MITHlg N AND HAVE BEEN ACCEPTED AS ESSENTIALLY CORRECT BYSUBDIVISIONPLA NDS A- D WATERCOURSES, VA"',' VOL 351 PG 499 THE TOWN OF MONTVILLE INLAND WETLA COMMISSION. M 11.) ADDITIONAL WORK ON EACH LOT MAY REQUIRE INLAND WETLANDS COMMISSION APPROVAL I -F IT INVOLVES DISTURBANCE IN ANY REGULATED OR UPLAND REVIEW AREA. NIF DONALD C. & DELORES M. GORDON VOL 319 PG 311 NI F KEVIN J. & ROBIN A. MUSTO AR VOL 311 PG 777 Ik 1-R-4 KI PIPE N NIF DONALD J. & LORI A. BRENNAN NTE N/F VOL 184 / PG 94 6 LESLIE C. & VOL JUNE C. WALTER PG VOL 118 / PG 404 WWF 40 20 0 40 1 GRAPHIC SCALE IN FEET mi NOW OR FORMERLY VOLUME PACE SHEET LIMITS OF FLAGGED INLAND WETLANDS 1 QF 3 STONE WALL 0- i zO 0 0 0 U) Z o o V) Ld NOW OR FORMERLY VOLUME PACE SHEET LIMITS OF FLAGGED INLAND WETLANDS 1 QF 3 STONE WALL 0- i 0 0 0 U) Z o o V) Ld 0 L -d 0. O u) V) ry V) Q Q C) a- WCL_ NOW OR FORMERLY VOLUME PACE SHEET LIMITS OF FLAGGED INLAND WETLANDS 1 QF 3 STONE WALL U) o o Ld C u) V) b Q Q C) a- WCL_ a - 04 C04C014 N 4 04 ON N N N 14 o V) Lf") 00 00 C) 04 Pr) L0 P V) V) V) 0QZ o w LA bi FE El_ o y_ w a-- 8) 0 Q_ 0 03/07/2002, DATE: 1 »40SCALE: NOW OR FORMERLY VOLUME PACE SHEET LIMITS OF FLAGGED INLAND WETLANDS 1 QF 3 STONE WALL CLIP 82-80 PROVIDE MINOUS, APRON' I PROJECT MANAGER 1 7Yf- rl "I I REMOVE EXISTING CONCRETE DRIVE REMOVE EXISTING BITUMINOUS APRON PROVIDE BITUMINOUS CURB & BITUMINOUS WALK .-PROVIDE, BITUMINOUS CURB LOAM AND SEED DISTURBED AREA LOAM AND MO DISTURBED AREA MATCH EXISTING BITUMINOUS APRON EXISTING STRUCTURES ON TF=524.7 ELEVATION=526.04 REMOVE FENCE AS NECESSARY' TO BE REMOVED INV=F,91 7+--1 PROVIDE SILT FENCE OR HAY15ALES, REMOVE FENCE AND RENCHW-K CURB AS NECESSARY TOP OF IRON ROD MAINTAIN THROUGHOUT CONSTRUCTION (TYPICAL) PRO140E BITUMINOUS AIT FENCE PASSIVE SOLARE E,t-RGY TECHNIQUES AS PRESCRIBED B 0 W HAVE BEEN CONSIDERED IN THE MENT OF THIS PLAN I'AT/Dj(TL- FINA ' IVISION APPROVAL BY THE MON,H PLANNIV 7AND NINE COMMISSION 5.. UAFF HATCHED AREA REPRESENTS CONSERVATION EAS EME4F AREA MATCH EXISTING BITUMINOUS APRON E CLEANOUT 52-3.0 PROVIDE NEW SEWER SERVICE 126 LF — 8" PVC (0 0.8X) PROPOSED FOOTING DRAIN (TYPICAL) s,.PROVIDE SILT FENCE OR HAYBALES MAINTAIN THROUGHOUT CONSTRUCTION (TYPICAL) APPROXIMATE LIMITS OF INLAND WETLANDS PER MAP REFERENCE SMH TF=525.93 SMH TF -526.78 INV=521.0± PROVIDE MANHOLE AT EXISTING WANOUTS SET TOP OF FRAME AT EXISTING GRADE ELEVATION 526-0* VERIFY INVERT ELEVATION IN FIELD (5220 RP4 <= Q N MOW ON 8 HEALTH DISTRICTPER 'UNCAS Q0 LOT 1 8.88 MINUTES INCH LOT 1 J 7,33 MINUTES INCH LOT 1 13 MINUTES INCH u U cd 4 WS FOUR BEDROOM RESIDENCE 00O060 LOT 11 00 34 x 2 x 1.2- 82 LF 0 ENGINEERED SEPTIC SYSTEM REQUIRED LOT 1 J 42 x 2 x 1.2 101 LF ENGINEERED SEPTIC SYSTEM REQUIREDNEE LOT 1 8, x 1.5 x 2 108 LF tjA 4- c TEST HOLE PER UNCAS HEALTH DISTRICT 09/06/2001 PER UNCAS HEALTH DISTRICT 03/28/2002 TEST HOLE TEST HOLE #10 0..1..p„ TOPSOIL 0"-6" TOPSOIL 10"-16" SANDY SUBSOIL 6"-28" SUBSOIL 16"-78" GRAVEL 28"-85" GREY COMPACT SILTY SAND NO LEDGE, NO WATER, NO MOTTLING NO LEDGE, NO WATER, MOTTLING 0 32)) TEST HOLE #2 STONE WALL BUILDING SETBACK LINE 528-- EXISTING CONTOURS EXISTING TREE LINE 1 LIMITS OF INLAND WETLANDS UTILITY POLE CATCH BASIN EXISTING WELL 9"-15" SANDY SUBSOIL TEST HOLE PASSIVE SOLAREE,t-RGY TECHNIQUES AS PRESCRIBED B 0 W HAVE BEEN CONSIDERED IN THE MENT OF THIS PLAN I'AT/Dj(TL- FINA ' IVISION APPROVAL BY THE MON,H PLANNIV 7AND NINE COMMISSION 5.. UAFF HATCHED AREA REPRESENTS CONSERVATION EAS EME4F AREA MATCH EXISTING BITUMINOUS APRON E CLEANOUT 52-3.0 PROVIDE NEW SEWER SERVICE 126 LF — 8" PVC (0 0.8X) PROPOSED FOOTING DRAIN (TYPICAL) s,.PROVIDE SILT FENCE OR HAYBALES MAINTAIN THROUGHOUT CONSTRUCTION (TYPICAL) APPROXIMATE LIMITS OF INLAND WETLANDS PER MAP REFERENCE SMH TF=525.93 SMH TF -526.78 INV=521.0± PROVIDE MANHOLE AT EXISTING WANOUTS SET TOP OF FRAME AT EXISTING GRADE ELEVATION 526-0* VERIFY INVERT ELEVATION IN FIELD (5220 RP4 <= Q N MOW ON 8 HEALTH DISTRICTPER 'UNCAS Q0 LOT 1 8.88 MINUTES INCH LOT 1 J 7,33 MINUTES INCH LOT 1 13 MINUTES INCH u U cd 4 WS FOUR BEDROOM RESIDENCE 00O060 LOT 11 00 34 x 2 x 1.2- 82 LF 0 ENGINEERED SEPTIC SYSTEM REQUIRED LOT 1 J 42 x 2 x 1.2 101 LF ENGINEERED SEPTIC SYSTEM REQUIREDNEE LOT 1 8, x 1.5 x 2 108 LF tjA 4- c TEST HOLE PER UNCAS HEALTH DISTRICT 09/06/2001 PER UNCAS HEALTH DISTRICT 03/28/2002 TEST HOLE TEST HOLE #10 0..1..p„ TOPSOIL 0"-6" TOPSOIL 10"-16" SANDY SUBSOIL 6"-28" SUBSOIL 16"-78" GRAVEL 28"-85" GREY COMPACT SILTY SAND NO LEDGE, NO WATER, NO MOTTLING NO LEDGE, NO WATER, MOTTLING 0 32)) TEST HOLE #2 TEST-- HOLE_#101 0"-9" TOPSOIL 0"-9" TOPSOIL 9"-15" SANDY SUBSOIL 9"-25" SUBS -OIL 15"-80" GRAVEL 25"-80" GREY COMPACT SILTY SAND NO LEDGE,, NO WATER, NO MOTTLING NO LEDGE, NO WATER, MOTTLING 0 3,6" TEST HOLE #3 TEST HALE 41,02 0"- 10TOPSOIL 0"-1 1 " TOPS -OIL 10"-25" BROWN MED SANDY LOAM 11 "-34" SUBSOIL 25"-30" SILT 340)-88)) GREY COMPACT SILTY SAND 30"-84" GREY MED COMP SILTY SAND NO LEDGE, NO WATER, MOTTLING @ 33NOLEDGE, NO WATER, MOTTLING @ 30" TEST HOLE #103 TEST HOLE #4 0"-8" TOPSOIL 0"-14" TOPSOIL 8"-31" SUBSOIL 14"-28" BROWN MED SANDY LOAM 31 10-75)) GREY COMPACT SILTY SAND NO LEDGE, NO WATER, MOTTLING 0 28" 34"-84" GREY MED COMP SILTY SAND NO LEDGE, NO WATER, 110 MOTTLING TEST HOLE #104 TEST HOLES 0"-11" TOPSOIL 30" W- 0 9" TOPSOIL 11 SUBSOIL 30"-80" GREY COMPACT SILTY SAND9"-24" BROWN MED SANDY LOAM NO LEDGE, NO WATER, MOTTLING 0 44" 24"-(30" MED COMP GREY SILTY SAND LEDGE @ 60", NO WATER, NO MOTTLINGTEST HOLE #10 TEST HOLE #6 0"--12" TOP -SOIL 10 "'--TOPSOIL 12-45" SUBSOIL 45"-84" GREY SILTY SANDV) Z10"-,32" BROWN MED SANDY LOAM 32-79" GREY SILTY SAND NO LEDGE, NO WATER, MOTTLING 0 45" z T- LEDGE 0 79", NO WATER, MOT -FLING @ 36" TEST HOLE #10 0 C) TEST HOLE 0"-9" TOPSOIL 9"-27" Z, r) 0JI-8 TOPSOIL SUBSOIL 27"-80" GREY SILTY SAND j8"--2" BROWN MED SANDY LOAM_.. NO LEDGE, NO WATER, MOTTLING 0 3 Vp 290' Li LEDGE (0 61 ", NO WATER, MOTTLING 0 45" TEST HOLE #10 V-) ui TEST HOLE #8 0"-16" FILL I - --- - ------ 0"-9" TOPSOIL 16"-20" TOPSOIL 9"-30" BROWN MED SANDY LOAM 20"-31 SUBSOIL 31"-81" COMPACT GREY SILTY -SAND30"-83" GREY SILTY SAND NO LEDGE, NO WATER, NO MOTTLING NO LEDGE, NO WATER, MOTTLING 0 37" to TEST HOLE #108 C PER UNCAS HEALTH DISTRICT Q9/14/2001 0"-17" FILL 1711-23" TOPSOIL TEST HOLE 17 23"-37" SUBSOIL 0"-6" TOPSOIL 37"-78" GREY COMPACT SANDY TILL 6"-29'j BROWN MED SANDY LOAM NO LEDGE, NO WATER, NO MOTTLING 29"-100" GREY SILTY SAND TEST HOLE #10.9 NO LEDGE, NO WATER, MOTTLING 0 35" 0"-16" FILL TEST HOLE #18 16"-21 " TOPSOIL 0"-15" TOPSOIL 211)-37" SUBSOIL 5"-36" BROWN MED SANDY LOAM 37"-84" GREY COMPACT SANDY TILL 36"-99" GREY SILTY SAND NO LEDGE, NO WATER, MOTTLING @ 43" NO LEDGE, NO WATER, MOTTLING @ 39"V) TEST HOLE #110 c/) Z TEST HOLE #1 O;P-12)p FILL z 0 V) 0"-4" TOPSOIL 12"-2l TOP -SOIL s21 -43" SUBSOIL Z wft Lx 4"-36" BROWN MED SANDY LOAM 43"-82"' GREY COMPACT SANDY TILL C) 0 7- z 36"-96" GREY SILTY $AND NO LEDGE, NO WATER, MOTTLING 0 43" U) NO LEDGE, NO WATER, MOTTLING 0 37- v) 0 0 0 0 TEST ROLE #20 Q 0 0r CL 0-1 Qr_ 0"-6" TOPSOIL 6"-34" BROWN MED SANDY LOAM 0 34"-102" GREY SILTY SAND NO LEDGE, NO WATER, MOTTLING 44" ca Lo Q 0 0 0 to UU-Q-1 E[LL. MUM SELECT FILL MATERIAL" AND "SELECT BACKFILL MATERIAL", PLACED WITHIN AND ADJACENT TO PROPOSED LEACHING AREAS SHALL BE COMPRISED OF CLEAN SAND AND GRAVEL, FREE C:p: FROM ORGANIC MATTER AND FOREIGN SUBSTANCES. THE FILL MATERIAL SHALL MEET THE FOLLOWING REQUIREMENTS UNLESS OTHERWISE APPROVED BY A PROFESSIONAL ENGINEER FOR USE WITHIN THE LEACHING AREA: 1. THE FILL SHALL NOT: CONTAIN ANY MATERIAL LARGER THAN 3". 2. UP TO 45% OF THE DRY WEIGHT OF THE REPRESENTATIVE SAMPLE MAY BE RETAINED ON m oTHE #4 SIEVE (THIS IS THE GRAVEL PORTION OF THE SAMPLE). ry 3. THE MATERIAL THAT PASSES THE #4 SIEVE IS THEN REWEIGHED AND THE SIEVE ANALYSIS STARTED. w z z 4. THE REMAINING SAMPLE SHALL MEET THE FOLLOWING GRADATION CRITERIA:0 0 0 o t 0 0 SIEVE SIZE PERCENT PASSING m o GO I w ay a: 0 4 100% DATE: 03/07/20021070%-100% 40 10%-50% (SEE NOTE BELOW) I L EIaK SCALE: 1 401000%-20% 200 0%-5% NOTE: PERCENT PASSING THE #40 SIEVE CAN BE INCREASED TO NO GREATER THAN 75% IF THE PERCENT PASSING THE #100 SIEVE DOES NOT EXCEED 10% AND THE #200 SIEVE DOES NOT EXCEED 5%. THE RESPONSIBILITY FOR THE PREPARATION OF THE LEACHING AREA SHEET UTILIZING 'SE-..L.-.EQT MATERIAL" IS THAT OF THE TALLICENSEDINSTALLER. THEINSTALLER 'SHALL 2 OF 3TAKETHENECESSARYSTEPSTOPROTECTTHEUNDERLYINGNATURALLYOCCURRINGSOILS FROM OVERCOMPACTION AND SILTATION ONCE EXPOSED. REEL NCE 15 hdtDE IS 1. Connecticut Guidelines for Soil Erosion' and Sediment Control, January 1985. 2. Soil Survey of New London County Connecticut, U.S.D.A. Soil Conservation Service 1983. Proposed Development will allow for the creation of 3 new building lots. Individual lots to be developed by the developer. One lot will be connected to the sewer system and remaining sites will be served by on site wells and on site septic systems. The proposed site is composed of the following soil types: Paxton and Montauk "PdB" - Very stony, fine sandy looms, 3% to 8% slopes, gently sloping, well drained soils on drumloidal, glacial till, upland landforms. Sutton "SxB" - Extremely stony fine sandy loam, 0% to 8% slopes, nearly level to gently sloping, moderately well drained soil on upland glacial till plains, hills and ridges. VleKT It is anticipated that grading and construction activities will begin Summer 2002 and will. be PEIRMANEN,T VEQETATIVE .QQYER Topsoil will be replacedponce the excavation has been .completed and the shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture Kentucky Bluegrass: 20 lbs./acre - .45 lbs/1000 sf Creeping Red Fescue: 20 lbs./acre - .45 lbs/1000 sf Perennial Rye Grass: 5 lbs./acre - .10 lbs/1000 sf The recommended seeding dates are April 1 through June 30 and August 1 through September 30. Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. completed within one year. FILTER PROJECT MANAGER 12" FABRIC ANGLE 10' UP SLOPE SEQUENCE OF CONSTRUCTION (INDIVIDUAL LOTS) CIVIL FOR STABILITY AND SELF CLEANING 1.) Install erosion and sediment control structures. POST ARCHITECTURAL 3' 2.) Prepare construction entrance. WELDED TO STEEL ROD CCENTRIC PRECAST 1/2" 0 STEEL ROD x V-6" LON 3.) Clear portion of lot necessary to construct house, driveway & septic system. d 00000 o 4.) Stockpile topsoil. i 2 5.) Grade driveway FLOW STOPPER (TYPICAL) 6.) Excavate for foundation. COMPACTED 6" HOUSE SERVICE PIPING MINIMUM o PIPE BEDDING o SEE TRENCH DETAIL)o 7 P t BACKFILL T our coacre e fOUndatiOn. 8.) Construct house. 9.) Drill well. 10.) Excavate and install septic system or sewer. 11.) Final grade with stockpiled topsoil. 12.) Provide permanent vegetative cover. 13.) Construct driveway. 14.) Remove erosion and sediment control structures. Prior to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install all erosion and . sediment control devices. The Contractor shall obtain a site inspection from the Town of Montville Zoning Enforcement Officer t0 ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative hereinafter contained. Dust control will be accomplished by spraying with water. Existing catch basins, within the limits of construction, must be protected with an inlet sediment control device. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. During the stabilization period, all erosion and sediment control devices control devices shall be maintained in proper working order. The Owner's representative shall be responsible for checking all erosion and sediment control measures on a twice -weekly basis during the stabilization period and after each storm event. During the stabilization period, with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired and restabilized. Once stabilization has been completed and certification thereof obtained In writing from the Zoning Enforcement Officer of the Town of Montville, erosion and sediment control devices shall be removed by the Contractor. FILTERBARRIER IST LLATIQU &MAINTENAKE 1.) Dig a 6" trench on the uphill side of the barrier location. 2.) Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3.) Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4.) Inspect and repair barrier after heavy rainfall. f.......,....,..,....: 5.) Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands -. Commission. Inspections and necessary repairs will be made twice -weekly. E j t 1.) Bales shall be placed around all proposed catch basins with the ends of the bales tightly abutting each other. 2. Each bale shall be secure) anchored with at least 2 stakes andy gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3.) Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bele and deposit in an area which is not regulated by the Inland Wetlands Commission. 4.) Inspections and necessary repairs will be made twice -weekly. QUALITY CONTROL CERTIFICATION GROUP REVIE , ED ATE/ PROJECT MANAGER 12" SURVEY'<s Z ENVIRONMENTAL CIVIL 1 GROUT-,\ STRUCTURAL 18" ARCHITECTURAL 3' WELDED TO STEEL ROD THE MONTVILLE PLANNING COMMISSION CERTIFIES THAT THIS EROSION AND SEDIMENTATION CONTROL PLAN COMPLIES WITH THE MCS TVILL SUBDIVISION REGULATIONS. NAME -` f DATE SILT FENCE NOT TO SCALE OF ROAD SOLID COVER 32" DIA. 6a2 BOLT DO -WN COVERS IN 12" r Z ADJUST TO GRADE WITH MIN. 2 8" HIGHER THAN GUTTER ELM OF ROAD OR R.O.W. LINE `MvM 6" HIGHER THAN 12 GUTTERGUTTER I VARIES I 10' I 10' ti SAG QUEUE IN DRIVE OF ROAD P OR R.O.W. LINE 6" HIGHER THAN GUTTER GUTTER -- -N I r* VARIES i I , 10' C$T CURVE iN DRIVE NOTE: ABOVE DETAILS SHALL BE USED WHERE A STORM DRAINAGE SYSTEM IN THE ROAD EXIST RESIDENTIAL DRIVEWAY D.E.-FAILS NOT TO SCALE PROPERTY LINE SOLID COVER 32" DIA. 6a2 BOLT DO -WN COVERS IN 12" ALL ROAD LOCATIONS 10" ADJUST TO GRADE WITH MIN. 2 1 GROUT-,\ HOUSE CONNECTION MARKER 18" 6"x6"x1 /4" STEEL PLATE 3' WELDED TO STEEL ROD CCENTRIC PRECAST 1/2" 0 STEEL ROD x V-6" LON REINFORCED CONCRETE 00000o CONE oo90 EXISTING 6" (PLUG) FLOW Z STOPPER (TYPICAL) 1 6" HOUSE SERVICE PIPING MINIMUM o PIPE BEDDING o SEE TRENCH DETAIL)oSLOPE1/4" PER FOOT (TYPICAL) o° 0000a V) Uh 4'-0" DIA. 51' Q NOTE: Q ALL SDR35 FITTINGS TO BE "STREET" FITTINGS 6"-30• BEND (TYPICAL) 00 Y" BRANCH PRECAST COMPLETE CONNECTION (TYPICAL) ELEVATION HOUSE CONNECTION DETAIL CONCRETE MANHOLE BARRELS 1F AN RO ^ D U 1 NOT TO SCALE 2)-2"x2"x3' STAKES EACH BALE7N o n o n a q BAYS,UARRIE NOT TO SCALE PIPE BEDDING SEE TRENCH DETAIL) PLAN 6-1/2"- 42" CROSS SECTION STANDARD COVER SHOWN BOLTED AND GASKET COVER SiMILAR FRAME AND COVER NOT TO SCALE CK DLES PIPE DIAMETER SOLID COVER 32" DIA. 6a2 BOLT DO -WN COVERS IN 8,l. ALL ROAD LOCATIONS 10" ADJUST TO GRADE WITH MIN. 2 OURSES, MAX 4 COURSES OF1GROUT-,\ CON ; BRICK OR PRECAST RINGS 18" 3.-6„ 3' 24" CCENTRIC PRECAST REINFORCED CONCRETE z. Q MANHOLE ECCENTRIC CONE h 00 Z 0 RUBBER GASKET SEAL w a 5" V) Uh 4'-0" DIA. 51' Q Q U Q j 0 00 PRECAST REINFORCED PRECAST COMPLETE oosc CONCRETE MANHOLE BARRELS MANHOLE BASE WITH c m LJ RUBBER RING GASKET 0 Z wCL FORM GROOVE IN MANHOLE BASE 7= TO RECEIVE TONGUE OF CD MANHOLE BARRELS W MECHANICAL SEAL Alml W Ca 0 12" GRAVEL BASE CROSS SECTION a NOT TO SCALE PIPE DIAMETER MAXIMUM TRENCH WIDTH 6a2 21-6„ 8,l. 3,-0" 10" 3,-0., 12" 3'-o" 15" 33_332 18" 3.-6„ 24" 41_6)7 30" 5r -oil TRFMPP WIIlTW NOTE: A LAYER OF FILTER FABRIC, 1' / WIPER THAN THE TRENCH, SHALL BE PLACED OVER THE STONE HAUNCHING 1/2 OD MIN- ALONG THE MAIN SEWERS AND LATERALS, THE FILTER FABRIC SHALL BE FOLDED AT THE EDGES OF THE 1/4 OD 6" MIN. TRENCH AND EXTEND 6" UP THE 12„ RR,/ SHEETING AS REQUIRED TYPICAL) CAREFULLY COMPACTED NATIVE MATERIAL OR V/ GRAVEL SAND CUSHION BEDDING MATERIAL MINIMUM IN , 12" FOUNDATION STONESIDESOFTHETRENCH. THE FILTER ROCK EXCAVATION \'\%\%\\\\\\ WHEN UNSUITABLEFABRICSHALLBEFITTEDAROUND ,`/\\\\\\/\\\\\\\ MATERIAL OR ORGANICMANHOLESANDEXTEND1UPTHE , /,, / SILT ISMANHOLE. ALL LAPS SHALL BE A TRENCH BOTTOM ENCOUNTERED AT SUBG ADEMINIMUMOF1'. TRENCH SECTION_FOR SANITARY SEWER- NOT TO SCALE F1,LE O 00H h Z 0 w a V) Uh ZQ Q U Q j 0 00 c) Z oosc v J c m LJ OCLLd c--LL 0 Z wCL CD W V) Alml W Ca 0 Q a o Z 0bb O UQ Qo U 0 U wQ h Z 0 w O V) Uh ZQjU Q j 0 c) Z90 n J m LJ OCLLd c--LL Z wCL W V) rz Q Z O 0 wQ V Zo V) o0i -(10n z W Z a 0-w 0- Q G M "'dZo U) u Z Z r V)Q w> Z Z Q Q Q a n U Q 0a U LO a N O N Q 0 Q 0 iOQ N q- 41 o ro LC) o CD 00ao Z X01Y L Q F- Q C Dw01) IM C14 r o V) Of C:) 5 0_ N o OF- U 6 Q z 7- Y QD i: o x U w OfoEL w co C) fz0 D C) O o U L DATE: 03/07/2002 SCALE: AS NOTED