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HomeMy WebLinkAboutSite Development PlanLEGEND & ABBREVIATIONS DEEP TEST HOLE RESULTS PROVIDE ACCESS MANHOLES TO WITHIN FINISHED -... AT OF FINISHED GRADE GRADE TEST HOLES WERE WITNESSED BY MICHAEL KIRBY, R.S. OF THE UNCAS NOTE: USE 4HDBOX BY W wh e4 HEALTH DISTRICT AS FOLLOWS: #1 - 6 ON 612812019 AND j 7 - 9 ONJOLLEY PRECAST, 712912019. ± MORE OR LESS x 200.0 EXISTING SPOT ELEVATION 3 2-1`74}} INC. OR APPROVED TYP TYPICAL x PROPOSED SPOT ELEVATION EQUAL INSPECTION OPENING „ J O' TO TOP 8' ON CENTER MINIMUM 17" (OPTIONAL) TEST HOLE "i n-1 0" - 10" TOPSOIL 10" - 26" ORANGE -BROWN SANDY LOAM PVC POLYVINYL CHLORIDE " BUILDING SETBACK LINE QF EMBANKMENT 48" PROPOSED GRADE, GRADE TO PREVENT d 26" - 97" TAN MEDIUM SAND S.f SQUARE FEET 320 EXISTING CONTOUR PONDING "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF GROUNDWATER @ 85', MOTTLING @ 55'; NO LEDGE, ROOTS TO 50" 8"-1.5' LEACHING TRENCHES 12" DEPTH BY 48" WIDE©r LEACHING AREA PROVIDED = 45 LF X 3.0 SFILF = 135 SF ELA PROPOSED WATER SERVICE 0" - 10" TOPSOIL A ilk 4 m 8" - 18" ORANGE -BROWN SANDY LOAM ,, FF FINISH FLOOR 320 - PROPOSED CONTOUR 6 }, BACKFILL (MIN) * i=� i I-=" NON -WOVEN CONNECTION TEST HOLE "TH-2 " Sign Styracosaurus DEPTH MINI -HOLE GOLF COURSE AREA 40LF - 12'� X 48" TRENCH = FABRIC FILTER � 0" - 10" TOPSOIL Y} )8 10 - 34 ORANGE -BROWN SANDY LOAM 34" - 100" COARSE SAND, SOME GRAVEL SAND INV W INVERT WITH Retaining Wall 17A TREE LINE PROPOSED TREE LINE 2" '_ I� MIN. 12 I ---APPROVED VEV STONE ld" MIN _ = AGGREGATE _ _ _ _ ) =1r, cc 9 _ 5-® 112" GROUNDWATER 72" MOTTLING 38" NO LEDGE ROOTS TO 28" '/ MLSS PROVIDED = 45' STH- " Retaining Wall I I I -I I !-I �'-I 1 r, i INV IN= 132.10 DIAMETER MANHOLE (GASKETED) INLET - - INLET BAFFLE } „ } } } ' -` PROPOSED WATER SERVICE 4" PERF 24" MIN. TO RESTICTIVE 213 TEST HOLE "TH-3 WF #1 WETLAND FLAG PVC LAYER 2-112)1 " CAPACITY REQUIRED 0" - lin TOPSOIL SE 48" MIN. TO LEDGE 15-112 11" - 32" ORANGE -BROWN SANDY LOAM CONC CONCRETE PROPOSED UNDERGROUND UTILITIES SECTION 32" - 94" TAN COARSE SAND PLAN GROUNDWATER @ 72" MOTTLING @ 40" NO LEDGE, ROOTS TO 54" MON MONUMENT DEEP TEST PIT i i 1,000 GALLON-----.._PERCOLA TION TEST HOLE 12x48" STONE LEAt_.HI1 VG TRENCH - DETAIL (MIN.) SEPTIC TEST HOLE 'TH_ REC RECOVERED TANK d.p ° °", ° ROOTS TO 36" 8" MIN. " 5 -FEET FROM THE LEACHING TRENCH. i i 3>, 5" LEACHING AREA REQUIRED = 200GPD / 1.5 GPD PER SF OF ELA = 133.3 SF OF ELA TEST HOLE "TH-5" TEST HOLE 'TH-9" THE MANUFACTURER'S REQUIREMENTS. THE SEPTIC TANK SHALL BE WATERTIGHT AS VERIFIED BY THE 10" MIN. "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF LOCAL HEALTH DEPARTMENT/DISTRICT (VACUUM TEST OR WATER PRESSURE TEST) IN ACCORDANCE 8"-1.5' LEACHING TRENCHES 12" DEPTH BY 48" WIDE©r LEACHING AREA PROVIDED = 45 LF X 3.0 SFILF = 135 SF ELA PROPOSED WATER SERVICE 0" - 10" TOPSOIL ° 8" - 18" ORANGE -BROWN SANDY LOAM PROPOSED UNDERGROUND MID -DEPTH ° HYDRAULIC GRADIENT = 3.3% LIQUID CONNECTION DEPTH TO RESTRICTIVE LAYER OR REDOX = 40 " " Sign Styracosaurus DEPTH MINI -HOLE GOLF COURSE AREA 40LF - 12'� X 48" TRENCH John William I e C e T D p 74" - 114" TAN FINE SAND 5A 50" - 84" TAN COARSE SAND " GROUNDWATER @ 67 , MOTTLING @ 40 , NO LEDGE, ROOTS TO 45 }' Retaining Wall 17A p " t) 1d" - 39" TOPSOIL SANDY LOAM a WETLAND FLAG NOT TO .SCALE �i©�" T() SCALE {TESTED 39" - 109" TAN COARSE SAND NIF NOW OR FORMERLY WATERTIGHT) I - LENGTH NOT GREATER THAN 4 TIMES WIDTH OR DEPTH GROUNDWATER @ 75" MOTTLING @ 45" NO LEDGE, ROOTS TO 36" WF " 5 -FEET FROM THE LEACHING TRENCH. GROUNDWATER @ 78'; MOTTLING @ 3471 NO LEDGE, ROOTS TO 29" 15A ' LEACHING AREA REQUIRED = 200GPD / 1.5 GPD PER SF OF ELA = 133.3 SF OF ELA TEST HOLE "TH-5" TEST HOLE 'TH-9" THE MANUFACTURER'S REQUIREMENTS. THE SEPTIC TANK SHALL BE WATERTIGHT AS VERIFIED BY THE DESIGN: 1,000 (MIN) GALLON CONCRETE SEPTIC TANK AND 1 ROW OF 45' OF STANDARD "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF LOCAL HEALTH DEPARTMENT/DISTRICT (VACUUM TEST OR WATER PRESSURE TEST) IN ACCORDANCE 0" - 8" TOPSOIL LEACHING TRENCHES 12" DEPTH BY 48" WIDE©r LEACHING AREA PROVIDED = 45 LF X 3.0 SFILF = 135 SF ELA PROPOSED WATER SERVICE 0" - 10" TOPSOIL WF � 20A + '� 8" - 18" ORANGE -BROWN SANDY LOAM PROPOSED UNDERGROUND PROPOSED 6 PROPOSED LEACHING TRENCH HYDRAULIC GRADIENT = 3.3% 18" - 47" TAN FINE SAND 10" - 36" ORANGE -BROWN SANDY LOAM 36" - 50" TAN FINE SAND DEPTH TO RESTRICTIVE LAYER OR REDOX = 40 " " Sign Styracosaurus PROPOSED 1000 GALLON 40LF-4 "PVC MINI -HOLE GOLF COURSE AREA 40LF - 12'� X 48" TRENCH John William I e C e T D Stone WF 74" - 114" TAN FINE SAND 5A 50" - 84" TAN COARSE SAND " GROUNDWATER @ 67 , MOTTLING @ 40 , NO LEDGE, ROOTS TO 45 }' Retaining Wall 17A SEPTIC TANK WITH S=1.1 e� RISERS TO GRADE (APPROXIMATE) INV = 131.25 _ OTTOM TRENCH ELEV -- 130.75 Volume 276, Pale 29� PROPOSED 10' -WIDE STONE DUST "ROAD TRAIN" (APPROXIMATE LOCATION) MLSS PROVIDED = 45' STH- " Retaining Wall °`°' N34'15'S7 INV IN= 132.10 D -80X SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. E. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE 949 Grassy Hili Road LOCATIONS AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. #5) IN LIFTS OF NOT GREATER THAN 12 -INCHES IN THE AREA OF THE PROPOSED LEACHING TEST HOLE � PERCOLATION TESTS WERE PERFORMED BY JEFFREY DEWEY, P.Ea OF INV OUT= INV IN=131.42 TP 4 BOUNDARIES LLC AS FOLLOW: 1 & 2 ON 0612812-019;3 ON PROPOSED 10' -[NIDE ASPHALT 'PEDAL RATE EQUAL TO OR FASTER THAN THAT AS INDICATED IN NOTE #S.E. IF PERCOLATION RATE IS O" - 7" TOPSOIL > 7 4®' - INV OUT= 131.25 U TRACK" (APPROXIMATE LOCATION) INSTALL SEPTIC SYSTEM AS SHOWN ON THIS PLAN USING APPROVED TERIALS (BACKFILL, 7" - 32" ORANGE -BROWN SANDY LOAM 32" - 100" TAN COARSE SAND ' ; PERF 11 DEPTH = 32" DEPTH = 28" * #40 10 - 50X 113 - 759 # 100 0 - 209 �-59 20 OF 18" OF MATERIAL MEASURED FROM THE DISTRIBUTION PIPE TO THE FINISHED GRADE IN r ° #200 0 - 0 - 2.59 Existing Chain Lank Fence GROUNDWATER @ 90" MOTTLING @ 39" 110 LEDGE, ROOTS TO 38" � 4-J TIME READING TIME READING 1. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK N36"48'00V X1 OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH 'STH- ` NOT GREATER THAN 12' BELOW FINAL GRADE. '�, A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT 10:06 1-114" 10:44 14-1116" 9:26 9-114" 431.17' IT MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE LOCAL HEALTH 10. BENCHMARK TO BE LOCATED IN THE AREA OF DEVELOPMENT PRIOR TO THE START OF TEST HOLE 7"WF 10:08 17-9116" 10:46 16-118" 9:27 10-15/16" CP/� 7. NO DEVIATION` FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN 134'0 10:10 19-11/16" 10:11 17-518" 9:28 12-3116" CONTINUOUS ROW OF 0" - 7"TOPSOIL 7 - 40" ORANGE -BROWN SANDY LOAM 10:11 21-1116" 10:12 18-15/13" 9:29 13-314" 11 LF- 4"PVC h THIS ORA WING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE J 10:12 21-112" 10:13 19-11r 9:30 14---314" CONT7RCL BARRIER 40" - 92" TAN COARSE SAND OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. -,o,,� >< - - _ S=2.08% P Ln w GROUNDWATER @ 84', MOTTLING @ 40" NO LEDGE, ROOTS TO 24" TEST HOLE "TH--8" BUILDING SEWER (10 E 0" - 10" TOPSOIL INV = 132.35 ------- -- _ -- _ 1O" - 29" ORANGE -BROWN SANDY LOAM 0 2" - 48" TAN COARSE SAND - -- 48" - 110" TAN FINE SAND REGULATED ACTIVITY AREA WF " 5 -FEET FROM THE LEACHING TRENCH. GROUNDWATER @ 78'; MOTTLING @ 3471 NO LEDGE, ROOTS TO 29" 15A ' LEACHING AREA REQUIRED = 200GPD / 1.5 GPD PER SF OF ELA = 133.3 SF OF ELA 6,539± SF (0.15±AC) TEST HOLE 'TH-9" THE MANUFACTURER'S REQUIREMENTS. THE SEPTIC TANK SHALL BE WATERTIGHT AS VERIFIED BY THE DESIGN: 1,000 (MIN) GALLON CONCRETE SEPTIC TANK AND 1 ROW OF 45' OF STANDARD "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF LOCAL HEALTH DEPARTMENT/DISTRICT (VACUUM TEST OR WATER PRESSURE TEST) IN ACCORDANCE 0" - 8" TOPSOIL LEACHING TRENCHES 12" DEPTH BY 48" WIDE©r LEACHING AREA PROVIDED = 45 LF X 3.0 SFILF = 135 SF ELA PROPOSED WATER SERVICE '} r' WF � 20A + '� 8" - 18" ORANGE -BROWN SANDY LOAM PROPOSED UNDERGROUND 30 r HYDRAULIC GRADIENT = 3.3% 18" - 47" TAN FINE SAND Boulder DEPTH TO RESTRICTIVE LAYER OR REDOX = 40 " " Sign Styracosaurus 47" - 74" TAN COARSE SAND WF I (Typ) HYDRAULIC FACTOR = 28 FLOW FACTOR FOR 200GPD = 0.67 I Stone WF 74" - 114" TAN FINE SAND 5A PERCOLATION FACTOR FOR 2.7 MINIINCH = 1.0 4. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED Retaining Wall 17A 18A Retaining Wall GROUNDWATER @ 74", MOTTLING @ 40'; NO LEDGE, ROOTS TO 33" THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING FIELD. Concrete Concrete MLSS PROVIDED = 45' P E rK` CU"LATI TEST R Retaining Wall Retaining Wall 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY: THE CONTRACTOR SHALL VERIFY ALL UTILITY SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. E. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE p LOCATIONS AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. #5) IN LIFTS OF NOT GREATER THAN 12 -INCHES IN THE AREA OF THE PROPOSED LEACHING PERCOLATION TESTS WERE PERFORMED BY JEFFREY DEWEY, P.Ea OF FIELD UP TO AT LEAST THE ELEVATION OF THE TOP OF THE MANTIS MODULES (SEE DETAIL). A. 100% OF FILL SHALL PASS THROUGH A 3" SIEVE TP 4 BOUNDARIES LLC AS FOLLOW: 1 & 2 ON 0612812-019;3 ON B. MAXIMUM X OF GRAVEL (BETWEEN #4 & 3" SIEVE) = 457.. RATE EQUAL TO OR FASTER THAN THAT AS INDICATED IN NOTE #S.E. IF PERCOLATION RATE IS > 712912019. - 81E1�E SIZE X PASSINGjft7j9 PASSING DRY) U PERO # PT -2 PERC # PT 3 INSTALL SEPTIC SYSTEM AS SHOWN ON THIS PLAN USING APPROVED TERIALS (BACKFILL, CL ' PIPE, ESC.). " H. AFTER SE UNG THE COVER OVER THE SYSTEM SHALL BE A MINIMUM OF 9 AND A MAXIMUM PERF 11 DEPTH = 32" DEPTH = 28" * #40 10 - 50X 113 - 759 # 100 0 - 209 �-59 20 OF 18" OF MATERIAL MEASURED FROM THE DISTRIBUTION PIPE TO THE FINISHED GRADE IN r ° #200 0 - 0 - 2.59 DEPTH = 33 " �i D. * PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75`x' 1F FINISHED GRADE 13' FROM ANY PART OF THE PROPOSED LEACH FIELD SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE TRENCH. D0 NOT DRIVE OR PAVE OVER SYSTEM. 4-J TIME READING TIME READING 1. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK X1 OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH TIME READING 10:42 10-314" 9:25 6-112" ` NOT GREATER THAN 12' BELOW FINAL GRADE. N -' A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT 10:06 1-114" 10:44 14-1116" 9:26 9-114" IT MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE LOCAL HEALTH 10. BENCHMARK TO BE LOCATED IN THE AREA OF DEVELOPMENT PRIOR TO THE START OF 10:08 17-9116" 10:46 16-118" 9:27 10-15/16" � 7. NO DEVIATION` FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN 134'0 10:10 19-11/16" 10:11 17-518" 9:28 12-3116" CONTINUOUS ROW OF sir 10:11 21-1116" 10:12 18-15/13" 9:29 13-314" APPROVED EROSION' THIS ORA WING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE xx 10:12 21-112" 10:13 19-11r 9:30 14---314" CONT7RCL BARRIER OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. -,o,,� I MINIMUM RADIUS=25' (TYP) r l; SEPTIC T/Ai\jK DETAIL NOT TO SCALE MINIMUM 17" DIAMETER MANHOLE (GASKETED) MARKINGS - OUTLET OUTLET FILTER ICE x-113 REQUIRED CAPACITY SURVEY NOTES LOCATION MAP NIVZU5 t 21 w I. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE -- - 3392 r ' _ N38'02'4 9 AGENCIES SECTIONS 20-3008-1 THROUGH 2O-30OB-20 AND THE "STANDARDS FOR SURVEYS 117.52' AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS AN IMPROVEMENT LOCATION AND TOPOGRAPHIC SURVEY BASED ON DEPENDANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED / WF TO BE USED FOR SITE DEVELOPMENT. 2. NORTH ORIENTATION DEPICTED HEREON IS BASED UPON REFERENCE MAP 1. J. VERTICAL DATUM DEPICTED HERE ON IS BASED UPON REFERENCE MAP 1. -- REGULATED ACTIVITY AREA 5B 734± SF (0.02±AC) 4. THE LOCATIONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROVIDED BY OTHERS. NO EXCAVATIONS WERE MADE DURING THE PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIESISTRUCTURES. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOCATIONS OF UNDERGROUND UTILITIESISTRUCTURES MAY CONTINUOUS ROW OF VARY FROM LOCATIONS SHOWN HEREON. ADDITIONAL BURIED UTILITIESISTRUCTURES MAY BE L TP _ _ �' `�,. APPROVED EROSION ENCOUNTERED. CONTACT "CALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY TP �- , #6_ �, --'env/ CONTROL BARRIER EXCAVATION OPERATIONS. #5 �'F �--�,. r atm, r i ``Q 5. THE FIELD SURVEY WAS COMPLETED ON JUNE 21, 2019. PT -2 Existing / . Dinosaur Statues Existing�--. WF REFERENCE MAPS d, Walking Trail -e IB PT 1 - - _ �� �" _ _ 1. SITE DEVELOPMENT PLAN, NATURE'S ART / DINOSAUR CROSSING PHASE Ill, PREPARED FOR A A ROGER AND LINDA PHILLIPS, CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT, JULY 2005, LAST REVISE DECEMBER, 15, 2005, PREPARED BY: BOUNDARIES LLC. / ,,�``��`� WF 2. PROPERTY SURVEY, PREPARED FOR ROGER L. PHILLIPS AND LINDA F; PHILLIPS, 30A CONNECTICUT ROUTE #85, MONTVILLE, CONNECTICUT, SCALE. I"-100', DATED: DECEMBER 28} 2010, JOB 1.D. NO. 04-1 132, PREPARED BY. BOUNDARIES LLC � I 9:31 1 �-�,�,,� 1 /�� 0 10:16 24-112-� O: i 5 2-7� 10:14 23-9 16 0:14 1 _0- , �': ' 9:32 "-1 1116 ��s Tp = Sign "Stay on Trail 10:18 25-3116 10:16 20-518- 9:33 16-311 B" 1©_ FILL _PERfME7ER J/ --& No Climbing" � NOTES 'F #7 MIN. ELEV = 131.75 �/ WF U E N :E R 10.20 26-1/16" 9:34 16-9/16• '' PERCOLATION RATE @_ ' _ __ / 1 GA 10.22 26-13116 " 9:35 16- TP ii i / (TYP) 25A Boulder Sign Stegosaurus 1. THE PROJECT SITE IS LOCATED WITH THE 'AE" FLOOD ZONE WITH A BASE FLOOD ELEVATION 10:24 27-131160 32 DEPTH �� == 2.7 M�INf INCH g:36 17-51f 16 16- ' `�. , .�. 10:26 28-�11/r16» tr���' x1 4' _ F Existin =--'' / OF 131.0 AS PER THE FEMA TOWN OF MONTVILLE 090099 FLOOD MAPPING FIRM PANEL 10:28 29-9,16" PERCOLATION RATE @ - , 28 _ \ 28 DEPTH = 2.7 MIN/ INCH l Exisfi g PERCOLATION RATE @ t Din our 33" DEPTH = 2.3 MINIINCH �.. atue SA2\111ARY ESI CRITERIA _ _. Inland Wetlands IVILSS CALCULATION S PROPOSED FACILITIES FOR THE DIN(X)AUR T AND MINI -GOLF 20'f � r g Dinosaur l-' I`---/ 'z Sign ' erotosourus" NUMBER 09011C0336G WITH AN EFFECTIVE DATE OF 711812011. � Statue -'� REGULATED ACTIVITY AREA 2. THE SUBJECT PARCEL IS LOCATED WITH THE COMMERCIAL -1 (C-1) ZONE AS SHOWN ON THE Mailbox "What cm ,?„ 565± SF (0.01fAC) CURRENT TOWN OF MONTVILLE ZONING MAP. Inland Wetlands 3. ON-SITE WETLANDS WERE DELINEATED IN THE FIELD BY DEMIAN A. SORRENTINO, C.S.S. ON N/F 611212019. Roger L. Phillips 4. THE SITE WILL BE SERVED BY POTABLE WATER AND UNDERGROUND ELECTRIC AS PROVIDED BY EXTENDING SERVICE TO THE SITE BY THE OWNER. Picture Board Linda F. Phillips Volume .517 Page 622 ORIGINAL " 5. EROSION CONTROL MEASURES SHOWN HEREON REPRESENT THE MINIMUM NECESSARY. IT IS THE F MIN. 9 COVER DESIGN PERCOLATION RATE = 2.7 MINUTES/INCH (10' MIN) �'�` : J 1650 Route RS GRADE 10, RESPONSIBILITY OF THE CONTRACTOR TO AMEND AS APPROPRIATE } } MINIMUM SEPARATION FROM GROUNDWATER = 24" DESIGN FLOW = 2.0 GPDIPATRON FOR 100 PATRONSIDAY = 200GPD REGULATED ACTIVITY AREA WF " 5 -FEET FROM THE LEACHING TRENCH. PROVIDED BY A MANUFACTURER APPROVED BY THE CT DEPARTMENT OF HEALTH FOR NON -CONCRETE 15A 2. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, LEACHING AREA REQUIRED = 200GPD / 1.5 GPD PER SF OF ELA = 133.3 SF OF ELA 6,539± SF (0.15±AC) ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE THE MANUFACTURER'S REQUIREMENTS. THE SEPTIC TANK SHALL BE WATERTIGHT AS VERIFIED BY THE DESIGN: 1,000 (MIN) GALLON CONCRETE SEPTIC TANK AND 1 ROW OF 45' OF STANDARD "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF LOCAL HEALTH DEPARTMENT/DISTRICT (VACUUM TEST OR WATER PRESSURE TEST) IN ACCORDANCE % � LEACHING TRENCHES 12" DEPTH BY 48" WIDE©r LEACHING AREA PROVIDED = 45 LF X 3.0 SFILF = 135 SF ELA PROPOSED WATER SERVICE '} r' WF � 20A + '� 100% RESERVE AREA PROVIDED (1 ROW OF 45' OF STANDARD TRENCH) PROPOSED UNDERGROUND 30 r HYDRAULIC GRADIENT = 3.3% UTILITY SERVICE Boulder DEPTH TO RESTRICTIVE LAYER OR REDOX = 40 " " Sign Styracosaurus " I (Typ) HYDRAULIC FACTOR = 28 FLOW FACTOR FOR 200GPD = 0.67 Stone WF WF stone Metal Past (2) PERCOLATION FACTOR FOR 2.7 MINIINCH = 1.0 4. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED Retaining Wall 17A 18A Retaining Wall MLSS REQUIRED = 18.7' THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING FIELD. Concrete Concrete MLSS PROVIDED = 45' Retaining Wall Retaining Wall SANITARY NOTES SANITARY NOTES (CU----NT'D)- �, "Sign "Why Did Dinosaurs Die?" Limits of Wetlands Delineated By: Demian A. Sorrentino C.S.S. GRAPHIC SCALE IIS 30 15 a 30 IN FEET ) 1 inch = 30 ft. 5 5 TOP OF EMBANKMENT 6. EROSION CONTROL MEASURES ARE TO BE THE FIRST ITEM OF CONSTRUCTION AND SHALL BE MAINTAINED UN77L ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. ALL ASSOCIATED WORK SHALL BE IN CONFORMANCE WITH THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND TYPICAL SLOPES SHALL NOT SEDIMENT CONTROL, AS AMENDED. 1y EXCEED 50% (2H:1 V) Z ALL PROPOSED UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE ,+- ORIGINAL GRADE NOTED. LEACHING MEDIA ""- 8. ALL UTILITIES DEPICTED HEREON ARE APPROXIMATE ONLY. THE ENGINEER MAKES NO STATEMENT, WARRANTY OF GUARANTEE TO THE LOCATION, SIZE, TYPE, QUANTITY OR CONDITION OF THE 4' MIN 24"MIN UTILITIES SHOWN HEREON. � COMMON FILL ORIGINAL GRADE w/ TOPSOIL REMOVED 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "CALL BEFORE YOU DIG" if MAX. GROUNDWATER ORGANIZATION AT 1-800-922-4455 A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF ANY WORK. -I �- ELEVATION LEDGE ROCK -I I �- 10. ALL MATERIALS, fNSTALLA770NS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE MONTVILLE SITE PLAN STANDARDS, CT DEPARTMENT OF HEALTH REQUIREMENTS AND THE CT DOT STANDARD SPECIFICATION FOR ROAD, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, NOTE: REFERENCE FIGURE 13 OF THE FORM 817 AS AMENDED. "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" (JAN. 1, 2018) 11. TRACK LOCATIONS AND ASSOCIATED WORK SHOWN ARE APPROXIMATE ONLY. IN -FIELD TYPICAL LEAHFELD IN ELL CROSS SECTION ADJUSTMENTS WILL TAKE PLACE TO PRESERVE TREES AND 70 MINIMIZE DISTURBANCE: PROCESSED GRAVEL , - . y i DEPTH AFTER '. ! (COMPACTED •' DENSITY PER ASTV 1557D METHOD D) I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE 1, FIELD. if DATE -j- NOT TO SCALE PROCESSED GRAVEL BASE STONE DUST 10" IN DEPTH AFTER COMPACTION CLASS 11 BITUMINOUS (COMPACTED TO 95'® MAX. DRY CONCRETE DENSITY PER ASTM 1557D METHOD D) 1D' 6 }} 10' WIDTH WIDTH 3' MIN 3" MIN COMPACTED _ COMPACTED - � THICKNESS� � THICKNESS i t I I I I I I I I I 1 D 1 I I I I I I 1 1 i I I I I I I l i t I I I STONE DUST TRACK D' ET A A1 LNOT TO SCALE 201003 JE EY R } F4- -, LICENSE NO'. DATE T V Z W v 1. ANY STRUCTURE CONSTRUCTED AS A FEATURE FOR THE GOLF COURSE SHALL BE A MINIMUM OF 7. THE SEPTIC TANK SHALL BE PRECAST CONCRETE OR POLYPROPYLENE. THE TANK SHALL BE � 5 -FEET FROM THE LEACHING TRENCH. PROVIDED BY A MANUFACTURER APPROVED BY THE CT DEPARTMENT OF HEALTH FOR NON -CONCRETE 2. THIS SEPTIC SYSTEM INSTALLATION INCLUDING ALL MATERIALS (PIPING, SEPTIC TANK, STONE, FILL, SEP77C TANKS IF NOT CONCRETE AND SHALL BE PROTECTED FROM BUOYANCY IN ACCORDANCE WITH O v ETC.) USED FOR THIS SEPTIC SYSTEM SHALL CONFORM TO THE CURRENT EDITION/REVISION OF THE THE MANUFACTURER'S REQUIREMENTS. THE SEPTIC TANK SHALL BE WATERTIGHT AS VERIFIED BY THE --1194 "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" REVISED JANUARY 2018 OF LOCAL HEALTH DEPARTMENT/DISTRICT (VACUUM TEST OR WATER PRESSURE TEST) IN ACCORDANCE THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF CONNECTICUT DEPARTMENT OF PUBLIC WITH SECTION VA6. OF THE "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" HEALTH. REVISED JANUARY 1, 2018 OF THE CONNECTICUT PUBLIC HEALTH CODE BY THE STATE OF J. THE PROPOSE( BUILDING SEWER FROM THE BUILDING TO THE SEPTIC TANK SHALL BE SCHEDULE 40 CONNECTICUT DEPARTMENT OF PUBLIC HEALTH. PVC ASTM D 17851ASTM D 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO. 2 OF "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS"- ALL OTHER GRAVITY SEWER 8'. SITE PREPARATION PROCEDURE FOR THE INSTALLATION OF THE PROPOSED SEP77C SYSTEM: U ...... PIPE FOR THIS SEP77C SYSTEM SHALL BE 4" OR 6" (AS NOTED ON PLAN) PVC ASTM D3034, SDR A. SYSTEM TO BE FIELD STAKED BY A LICENSED LAND SURVEYOR. 35 WITH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL, B. PREPARE SITE AND REMOVE ANY TREES WITH A DRIP LINE WITHIN 10 FEET OF THE LEACHING 4. THERE ARE NO WELLS (POTABLE, GEOTHERMAL, OR IRRIGATION) WITHIN 75' OF THE PROPOSED SYSTEM. C. STRIP A`L TOPSOIL, VEGETATION, ORGANIC MATERIAL, AND PREVIOUSLY PLACED FILL MATERIAL IN �.} SEPTIC SYSTEM. THERE SHALL BE NO STUMPS OR BOULDERS BURIED WITHIN 50' DOWN GRADIENT THE AREA OF AND 5' SURROUNDING THE PRIMARY LEACHING FIELD. OF THE SEPTIC SYSTEM. SHOULD ANY SIGNIFICANT VARIATIONS FROM THE TEST HOLE DATA BE ENCOUNTERED DURING EXCAVATIONS (LEDGE, GROUNDWATER, MOTTLING, SOIL TYPE, ETC.), THE D. USING A HEAVY RAKE OR EQUAL, THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED DESIGN ENGINEER SHALL BE NOTIFIED PRION TO INSTALLATION OF THE SEPTIC SYSTEM. SUBSOIL PREVENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, ETC. FROM 5. ALL EXISTING UTILITIES ARE APPROXIMATE ONLY: THE CONTRACTOR SHALL VERIFY ALL UTILITY SMOOTHING/COMPACTING THIS EXPOSED SUBSOIL. E. PLACE AND COMPACT SELECT FILL MATERIAL MEETING SPECIFICATIONS INDICATED ABOVE (NOTE p LOCATIONS AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONTRACTOR SHALL CONTACT "CALL -BEFORE -YOU -DIG" AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. #5) IN LIFTS OF NOT GREATER THAN 12 -INCHES IN THE AREA OF THE PROPOSED LEACHING 6. THE PROPOSED SELECT FILL FOR THIS SEPTIC SYSTEM SHALL MEET THE FOLLOWING SPECIFICATIONS: FIELD UP TO AT LEAST THE ELEVATION OF THE TOP OF THE MANTIS MODULES (SEE DETAIL). A. 100% OF FILL SHALL PASS THROUGH A 3" SIEVE F. PERFORIW AT LEAST 1 PERCOLAT70N TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION C B. MAXIMUM X OF GRAVEL (BETWEEN #4 & 3" SIEVE) = 457.. RATE EQUAL TO OR FASTER THAN THAT AS INDICATED IN NOTE #S.E. IF PERCOLATION RATE IS C. GRADATION OF FILL WITHOUT THE GRAVEL SHALL MEET THE FOLLOWING CRITERIA: SLOWER THAN THAT RATE, ALL FILL SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE FILL MEETINC PROPER" SPECIFICATIONS. - 81E1�E SIZE X PASSINGjft7j9 PASSING DRY) U #4 1009 100%G. INSTALL SEPTIC SYSTEM AS SHOWN ON THIS PLAN USING APPROVED TERIALS (BACKFILL, CL #10 70 - 1007a 70 - 1007o PIPE, ESC.). " H. AFTER SE UNG THE COVER OVER THE SYSTEM SHALL BE A MINIMUM OF 9 AND A MAXIMUM C-) * #40 10 - 50X 113 - 759 # 100 0 - 209 �-59 20 OF 18" OF MATERIAL MEASURED FROM THE DISTRIBUTION PIPE TO THE FINISHED GRADE IN r ° #200 0 - 0 - 2.59 LAWN AREAS. GRADE TO PREVENT PONDING AND SEED WITH GRASS TO STABILIZE THE E D. * PERCENT PASSING THE #40 WET SIEVE CAN BE INCREASED TO NO GREATER THAN 75`x' 1F FINISHED GRADE 13' FROM ANY PART OF THE PROPOSED LEACH FIELD SHALL BE AT LEAST THE SAME ELEVATION AS THE TOP OF THE TRENCH. D0 NOT DRIVE OR PAVE OVER SYSTEM. 4-J THE PERCENT PASSING THE #100 SIEVE: DOES NOT EXCEED 107. AND THE #200 SIEVE DOES 1. CLEANOUT MANHOLES AT THE INLET BAFFLE AND AT THE OUTLET FILTER OF THE SEPTIC TANK NOT EXCEED 5X. E PERCOLATION RATE AFTER PLACEMENT AND COMPACTION SHALL BE FASTER THAN OR EQUAL TO OR ASSOCIATED RISERS AT THESE LOCATIONS IF REQUIRED SHALL BE LOCATED AT A DEPTH Q 10.0 MINUTESIINCH. NOT GREATER THAN 12' BELOW FINAL GRADE. N -' A WET OR DRY SIEVE ANALYSIS MAY BE REQUIRED PRIOR TO FILL PLACEMENT TO VERIFY THAT 9. FOR EXACT AQCESSORY BUILDING DIMENSIONS, SEE BUILDING PLANS PREPARED BY OTHERS. IT MEETS THESE SPECIFICATIONS. THE FILL SHALL BE APPROVED BY THE LOCAL HEALTH 10. BENCHMARK TO BE LOCATED IN THE AREA OF DEVELOPMENT PRIOR TO THE START OF DEPARTMENT/DISTRICT OR DESIGN ENGINEER PRIOR TO 17-SPLACEMENTON-SITE. CONSTRUCTION 11. PRIOR TO COfiSTRUCTION, THE BUILDING AND SEPTIC SYSTEM SHALL BE STAKED OUT BY A LICENSED 7. NO DEVIATION` FROM THE APPROVED DESIGN PLAN SHALL BE ALLOWED WITHOUT PRIOR WRITTEN LAND SURVEYOR. � APPROVAL FROM THE LOCAL HEALTH DEPARTMENTIDIST7RICT AND THE DESIGN ENGINEER. @ 2819 BOUNDARIES LLC � -.� THIS ORA WING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE a i I twf ©re You dig, DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. CL Ln "Sign "Why Did Dinosaurs Die?" Limits of Wetlands Delineated By: Demian A. Sorrentino C.S.S. GRAPHIC SCALE IIS 30 15 a 30 IN FEET ) 1 inch = 30 ft. 5 5 TOP OF EMBANKMENT 6. EROSION CONTROL MEASURES ARE TO BE THE FIRST ITEM OF CONSTRUCTION AND SHALL BE MAINTAINED UN77L ALL DISTURBED AREAS ARE PERMANENTLY STABILIZED. ALL ASSOCIATED WORK SHALL BE IN CONFORMANCE WITH THE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND TYPICAL SLOPES SHALL NOT SEDIMENT CONTROL, AS AMENDED. 1y EXCEED 50% (2H:1 V) Z ALL PROPOSED UTILITY SERVICES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE ,+- ORIGINAL GRADE NOTED. LEACHING MEDIA ""- 8. ALL UTILITIES DEPICTED HEREON ARE APPROXIMATE ONLY. THE ENGINEER MAKES NO STATEMENT, WARRANTY OF GUARANTEE TO THE LOCATION, SIZE, TYPE, QUANTITY OR CONDITION OF THE 4' MIN 24"MIN UTILITIES SHOWN HEREON. � COMMON FILL ORIGINAL GRADE w/ TOPSOIL REMOVED 9. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CONTACT "CALL BEFORE YOU DIG" if MAX. GROUNDWATER ORGANIZATION AT 1-800-922-4455 A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO COMMENCEMENT OF ANY WORK. -I �- ELEVATION LEDGE ROCK -I I �- 10. ALL MATERIALS, fNSTALLA770NS AND WORKMANSHIP SHALL BE IN CONFORMANCE WITH THE MONTVILLE SITE PLAN STANDARDS, CT DEPARTMENT OF HEALTH REQUIREMENTS AND THE CT DOT STANDARD SPECIFICATION FOR ROAD, BRIDGES, FACILITIES AND INCIDENTAL CONSTRUCTION, NOTE: REFERENCE FIGURE 13 OF THE FORM 817 AS AMENDED. "TECHNICAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS" (JAN. 1, 2018) 11. TRACK LOCATIONS AND ASSOCIATED WORK SHOWN ARE APPROXIMATE ONLY. IN -FIELD TYPICAL LEAHFELD IN ELL CROSS SECTION ADJUSTMENTS WILL TAKE PLACE TO PRESERVE TREES AND 70 MINIMIZE DISTURBANCE: PROCESSED GRAVEL , - . y i DEPTH AFTER '. ! (COMPACTED •' DENSITY PER ASTV 1557D METHOD D) I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE 1, FIELD. if DATE -j- NOT TO SCALE PROCESSED GRAVEL BASE STONE DUST 10" IN DEPTH AFTER COMPACTION CLASS 11 BITUMINOUS (COMPACTED TO 95'® MAX. DRY CONCRETE DENSITY PER ASTM 1557D METHOD D) 1D' 6 }} 10' WIDTH WIDTH 3' MIN 3" MIN COMPACTED _ COMPACTED - � THICKNESS� � THICKNESS i t I I I I I I I I I 1 D 1 I I I I I I 1 1 i I I I I I I l i t I I I STONE DUST TRACK D' ET A A1 LNOT TO SCALE 201003 JE EY R } F4- -, LICENSE NO'. DATE T V Z W v L � O v --1194 a s J -7- a Uf -� V Q o >6 U ...... �-0 eas t� W �.} U SCALE: 111 = 30' DANE: July 2019 JOB I.O. NO. -2730 Revisions REV 1- 7/30/2019 - Per Uncas Health ASPHALT TRACK DETAIL --- -- _ ---- NOT TO SCALE---___�-------- - SHEET Ihl O. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. " 70016 JOHN U. FAUr I.SE JR. L.S. LICENSE NO. DATE (U V U ...... 4-J U " C: CL 0 CL U Cz E 0 4-J 0 fes. 0 �. ca ...�. w 00 tLo C: Ln w -' (10 E r -i 0 SCALE: 111 = 30' DANE: July 2019 JOB I.O. NO. -2730 Revisions REV 1- 7/30/2019 - Per Uncas Health ASPHALT TRACK DETAIL --- -- _ ---- NOT TO SCALE---___�-------- - SHEET Ihl O. "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. " 70016 JOHN U. FAUr I.SE JR. L.S. LICENSE NO. DATE