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Home My WebLink AboutSite PlanMAKKIN(;�> D"ETER MANHOLE --------- - D) r INLET MIN., 5w OUTLET 30 INLET a4FFLE OUTLET FILTER 0 f)FWr-F' 1_11 MID -DEPTH LIQUID CONNEC77ON DEPTH I--l/J REQUIRED CAPACITY LENGTH NOT OREATER TRAN 4 77MES WIDTH OR DEPTH SE rf"'TIC TAN K DETA I L NOT TO SCALE e Ej -Aum- 4 21� t P C! SITE LOCATION Davul LOCATION MAP SCALE: lt=2000' P2*15:21 -w THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNECTICUF STATE N36'02'49 V AGENCIES SECTIONS 20-3008-1 THROUGH 20-300B-20 AND THE -STANDARDS FOR SURVEYS I I Z52' AND MAPS IN P4E STATE OF CONNECTICUTO AS ADOPTED FOR USE BY 7NE CONNEC'70CUT ASS"WN OF LAND SURVEYORS� INC. ON SEPTBWY 26, 1996. IT IS AN IMPROVEMENT LOCATION AND 70POOMPHIC SURVEY BASS) ON OWMEANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS k4 AND 70POGRAPM CLASS T-2 ACCURACY STANDARDS IT IS IKENDED 7'0 RE USED FOR S"r DEVELOWWI 86 2. NORTH ORIENT4TION DEPICTED HEREOK IS BASED UPON REFERENCE MAP 1. 3. VER77CAL 5ATUM DEPICTIED HERE ON IS BASED UPON REFERENCE MAP 1 - REGULATED ACTMTY AREA % 794± SF (0.021AC) 4- THE LOCA17ONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROWDED BY OTHERS- NO EXCAVARONS WERE MADE DURING T14E PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES11STRUCTURES, ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOC477ONS OF UNDV?GROUND U77LITIESISTRUC71JRES MAY CON77NUOUS ROW OF VARY FROM LOCATIONS SHOW4 HEREON ADD177OW 6URIED UPLITIESISTRUCTURES M4Y BE ------- - AK%Z AffWUVW EROSION ENCOUNIERM CONTACT ICALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY CONTROL BAWER FX04VA17ON OPER4TIONS, 0" N SO I PERCOLATI* TEST RESUI TIZ A PT 5. THE FIELD SURVEY AAS COMPLETED ON JUNE 211, 2019. PERCOLATION rES-7-5 WERE PERFORMED BY JEFFREY DEWEY, P. E_ OF A61 #4 7 BOUNDARIES LLC AS FOLLOW., 1 & 2 ON 0612812019; # 3 ON 712912019. PERC PT -2 PERC PT -3 PERC 1 DEPTH 32' DEPTH 28 wc REFERENCE MAPS Ex�sttng DEPTH 33' T- I wo. ing Troff LIME RL42NG TIME R X1 I- SITE DEVELOPMENT PLAN. NATURES ART DINOSAUR CROSSING PHASE PREPAR FO IADW 'I fit, ED R 1 0104 TIME 10: 42 10-3140 9:25 6-112" 1 ROGER AND LINDA PHXUPS, CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT, JULY I DEM**R, 15, 2005, PREPARED BY. BOUNDARIES L C, 10.06 1-1140 10:44 14-1116- 9.26 9-1114m Ilk, 00� 2005, LAST RL 10:08 17-91116 10:46 16-118- 9.27 10- 15116" 4 2, PROPERTY SURVE`Y� PREPARED FOR ROGER PHILLJPS AND LINDA F PHILLIPS, 10:10 19-11116- 10.11 17-518- 9.28 CONTRW"S ROW OF 51j�rl CONNECTICUT ROUTE 05, MON'TVILLE, CONNEc-ncur, SCALE. 1"100'. DATED: DECEMBER 28, 10:11 21-1/160 10:12 15-15/16- 9:29 13-314" APPROVED D?OSION _N 10.12 21-112 10:11 19-112- 9:30 14--3114w CONTROL BARWR 20 10, JOB L D. N-0� 04- 32, PRDRARED B'K- BOUNDARIES LL C 00, 10.14 23-91160 la -14 19-718- 9:31 15-5116" ff w- 11*0 Sign -Stay on Trail 10:16 24-112 10:15 9:32 15-1 1/1f 6* TP 10' F7LL PERIMETER J 10:18 25-3116* 10:16 20-518' 9:13 16-31160 ig* jr #7 Ad/N. ELEV 131.75 GENERAL NOTES 10:20 26- V. 9:34 16-9116 5A 3r� r 'OA I OuV 26-15116 PERCOLA77ON RATE 0 9:35 16-15116 N 2 32' DEP TH 2.7 MINIINCH 9�36 T FLOOD ZONE WMH A 6ASE FLOOD E A 0 10,24 27-1J11C 17-5116 1. THE PROJECT SITE IS LOCATED WITH 17HE AE LE`vf 77 N 0 X1 OF 1J1-0 AS PER THE FEMA TOWN OF MONTWLLE 090099 FLOOD MAPPING FIRM PANEL 1"6 28-11116 L 1018 29-911 6_* PERCOLATION i?ATE 0 NUMBEP 090 ?1 IC03J6G WTH AN EFFECTNE DATE OF 711812011. 28 DEPTH 2.7 MINIINCH REGULATED ACTIVITY AREA PERCULAWN RA TE 0 2. NW SUBJECT PARCEL IS LOCATED WITH THE COMMERCIAL- I (C-1) ZONE AS SHOWN ON THE 5651 SF (0�01_*AC) ILL C- '.7 CURRENT TOWN OF .0NING MAP. MONTV 33" DEPrTH 2. 3 MINIINCH Wand Wetlands !x, J ON-SITE WETLANDS WERE DELINEATED IN THE FIELD BY DEMIAN A. SORREN77NO C.S.S, ON 6111212019 - SANITARY DESIGN CRITERIA N/F Inland WeWnds Roger L. Phillips & 4, THE' SITE W�LL BE SERVED BY POTABLE WATER AND UNDERGROUND E CT C P V1 ED & I MR LSS CALCULATIONS N LE R AS RO D By EXTENDING SERIvICE '0 THE SITE BY THE OWNER Linda F. Phillips S FOR THE DINOSAUR 7RAIL AND A41NI—GOLF 20*,* % EROSION CONWL MEASURES SHOWN HEREON REPRESENT THE MINIMUM NECESSARY IT JS THE PROPOSED FACIU77E Volume 517, Page 622 WAAL MIN, 9" COVER DESIGN PERCOLATION RATE = 2�7 A41NUTESIIINCH P 0' MIN) 1650 Route 85 GR" RESPONSIBILITY OF THE CONTRAMOR TO AAM0 A.13 APPROPMTE. MINIMUM SEpARATtON FROM GROUNDWATER 24- 5' 5' _-N --TOP OF EA48ANKMENT 6- EROSION CONMOL MEASWI)M ARE TO BE FIRST ITEM OF COWTRUCTIOhd AND S�A_j BE DEsiGN FLOW 2.0 GPDIFATRON FOR 100 FATRONS/DAY 200GPD REGULATED AC77VITY AREA P&WMNEVILY STAW&D. ALL ASSOCATED *M_ 5, _M CONF014WOCE *VH 7?qE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSM J LEACHING AREA RE I RED = 200GPD / 1,5 GPD PER SF OF ELA = 1313 SF OF ELA +AC) 44AINMINED UPML AU 1 OWMED AR5�S ARE QJ 6,5391 SF (0. 151 SHALL BE W AND LOPES SIiALL NOT xwm %000 (0w) C,4uoN CONCRETE SEPTIC TAW AND I ROW OF 45' OF STANDARD 'N_ TYPIC4L S, "y' N SEDIMENT CONTROL, AS AAkWDED. _D 50% (2H: IV,,,' EXCEF WF LEACHING TREE ICHLS 12" DEPTH BY 480 W1 PROPOSED WATER SERWCE Z 0 1 Urnits of Wetionds 09&wted LEACHING AREA PROVIDED 45 LF X 3.0 SFILF 135 SF ELA T ALI PROPOSED UMLITY SEROCES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE DE TRENCH) By: 3-emian A. SorrwWno C.&�& ORIGINAL GRk NO71TED. y, ANDARDI 100% RESERVE AREA PROVIDED (I ROW OF 45' OF ST PROPOSED UNDERGROUND HYDRAULIC GRADIENT J.3% U77L[TY SERWE LLPAC. HING vF-DtA 8- ALL U%fRES DEPXTED HEREON ARE APPROXIMA71- ONLY THE ENGINEER AAKES NO STATEMENT, -YPf' T DEPTH TO RESTRICTIVE LAYER OR REDOX 40 WARRANN 6F GU00ITEE 70 NE LOCATION, SIZE, 7, QUAN7717Y OR CONDMON OF THE yu U! 24' IN TIES SHOW Howom HYDR4ULJC FACTOR 28 4, MIN FLOW FACTOR FOR 200GPD O�67 Stone WF Stone M -eta -I Post COMMON F7LL �-G-RfGak GRADE W1 -1 7A TOPSOIL REMOVED PERCOLATION FACTOR FOR 2.7 MIN/INCH 1.0 Retoining Wall Retoining Wall 9� fT iS THE RESPONSIBILITY OF THE CONTRAC50R TO CONTACT 'CALL BEFORE You M MLSS REQUIRED !3. 7- Concrete Concrete ORGANiZAITION AT 1-800-922-4455 A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO 4X GROUNDWATER COMMENCEMENT OF ANY WORK. MLSS PROVIDED 45' Retaining Wall etaining WoR ELEVATION I -EDGE 10 ALL MAI TERALS, A ROCK INST&LATIONS AND WORKMANSHIP SHAU SE IN, CONFORVW4CE WITH THE PWPOSW *MR & ELECMIC SSWTO MONTIVILLE SITE PL4N STANDARDS, CT DMARMW OF HMTH RMUiREMENTS AND THE CT N N1 0 SH4L SIE M SVIUD AV D0W*VCaWVff SA"ITARYP TES SAINJITAR-AY' NOTES (CONT'D) � k - 5 RON DOT SAW4RD SPECfFICA770N FOR ROAD, BRIMS, FACXM AN0 MMENTAL CONSTRUC PREVK.XJSLY INSTALLED. NQTL_- REFERENCE FIGURE 13 OF THE FORM BT7 AS AMENDED. *TECHNICAL STANDARDS FOR SUBSURFACE 1. AIVY STRUCTURE CONSTRUCTED AS A FEATURE FOR THE GOLF COURSE SHALL BE A MINIMUM OF 7 THE SEPTfC T*K SHALI. BE PRECAST CONCRETE OR POLYPROP".ME THE TANK SKALL BE 5 -FEET FROM THE L&4CHNG TRENCH. PROWDED BY A MANUWTURER APPROVED BY THE - CT D~u w- Or HEALTH 116W tON-CONCCRETE SEWAGE DISPOSAL SYSTEMS' (JAN. 1, 2018) TRACK LOCATIONS AND ASSOCATED WORK SHOWN ARE APPROXIMATE ONLY IN-nELO 2. THIS SEPTIC SYSTEM WSrA11ATION INCLUDING -ALL UATERikS (PIPING, SEP77C TANK. STONE, nu, SEP TIC TIMKS *- NOT CWREIT AND SHALL BE PROTECTED FRW BUOYANCY IN ACC0$M4NCE_ *VH ADUUSIVENTS WILL TAKE PLACE TO PRESERVE TREES AND TO MINIMIZE DISTURa4NCE ETC) USED FOR THIS SEP77C SYSTEM SHALL CONFORM TO THE CURRENT EDMO"EWSION OF T�iE TRE WANUFA M,RER'S REQUIREMENTS. THE SWW TANK SHALL BE WATER77GHT AS VMIFIM 8Y THE TYPICAL LEACHFIELD IN FILL CROSS SECTION TECHNCAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS- REWSED JANUARY 2018 OF LOCAL HEALIN DIEPARTMENTIDISTRICT (VAC" 7FST OR WATER PRESSURE TEST) IN ACCORDANCE 'ALE THE CONNECrcur PUBLIC fiE&TH CODE BY THE SrATE OF CONNEC77CUT DEPARTMENT OF PUBLIC WTH SECTON VA6. OF THE "ITCHN104L. STMOUM FOR SUBSUWACE SEWAGE DISPOS& SYSTEMS- GRAPHIC SCALE NOT TO SC HEALTH. REWSED JANJARY 1, 2018 OF THE CONNECMUT PUBLIC HEALTH CODE BY THE STATE OF THE PROPOSED BUILDING SEWER FROM THE BUILDING TO THE SEP71C TANK SH41LL 8E SCHEDULE 40 CONNEC17CUT DEPARTMENT OF PUBLIC HEALTH w Is 0 30 PVC AIS17W D I7851AS7M 0 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO 2 OF STANDARDS FOR SUBSURFACE SEWAGE DISPOS& S'YSZMS* AJLL OTHER GRAWY SEWER 8. SfTE PREPARAW PROCMW FOR THE INSTALLATON OF THE PROPOSED, SEP77C SYSTEM PIPE FOR 'THIS SEPTIC SYSTEM S14ALL BE 40 OR 6* (AS NOTED ON PLAN) PVC ASTM DW34i SOR A. S-KS7711 TO SE n" STAKED BY A LICENSED LAND SURVEM. 35 mTH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL PREPARE SiTE kVD'REMOVE ANY I-REES WfPH A GRIP LW WMYIN 10 FEET OF ThE LEACH11W IN FWT PROCMED GRAVEL BASE PROCESSE& GR4VFL BASE 4� THERE ARE NO WELLS (POTABLE� GEOTHERM4j SYSTEM. OR IRWGATION) W17?41N 75" OF THE PROPOSED I-- i 11 TOPSO C-GMPAC`%,N ENT IP AL '? I Y PLACED FILL TER L W 1 inch. 30 ft 0" EEPTH AF7ER SEP77C SYS� THERE SHALL BE NO STUMPS OR 8MMERS BURIED Wf7THfN 50' DOWN GRADIE STIR, kL� VEGE A770N, ORGANIC MATERM, AND PROV)OUS, MA A 8n DEPTH AF7ER COMPACT70IN —STONE DUST CLASS 11 BITUMINOUS OMPACIrFa TO 95% MAk DRY J4E TES TJ THE AP& OF AND 55' SURROUNDING T�� PR*4RY LEACHING FIELD. (COMPACTED TO 957. MAX DRY HOLE DA TA BE r_F OF THE SEP_nC SYSTEM SHOULD ANY SIGNIFICANT VAR14MNS FROM T CONCRE? D_ USING A HEAVY WE OR EQUAL. THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED 01COUNTERED DURING EXCAWM fLEDGE. GROUAMIER. MOTPLING, SOIL TYTI& ETC), THE SUBSOL P—P-EE'VENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, Er.C. Rom DENSITY PER ASTY .1557D METHOD D) AS -M 1557D METHOD D) z DEMN DiGINEEF SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM ShWTHWG/COA#PAC17NG THIS EXPOSED SUBSOIL 5� ALL ExjSpNG uwTIES ARE APPROXIMATE ONLY THE CONTRACTOR SHALL VERIJFY ALL UTIUTY 10, E. PLACE AND COMPACT SELECT FILL MATERIAL MEE77NG SPECF07FIONS INDICATED ABOVE (NOTE 6M wit) --4 6 LOCAIXW AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONMCTOR SHALL CONTACT WIDTH -CALL-MFORE-YOU-010- AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. J5) fN VFTS OF NOT GREATER THAN 12 -INCHES W THE AREA OF THE PROPOSED LE4CHINC MIN C� J 77 GE -7 COMPA r -4E- D 6, -,HE PROPosED SELECT FILL FOR TAS SEP77C SYSTEM ShALL, MEET THE FOLLONW. SPEC10CAPONS: FIELD UP TO AT LEAST 7�� ELEVA770M OF THE TOP OF' 7HE MAN IS MODULES (SEE L AJL). PERFOft AT LEAST I PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION A 100% OF FILL 9ALL PASS TM?0UGH A 3- SIEVE TH�CJKN!_��S --- THICKNESS A �k 4 ff 7 B. MAXIMUM X OF GR Va (BETWffN 14 & 3- SIEVE) 45Z� RATE EWL TO OR FASTER THAN THAT AS INDICATED IN NOTE Ifr,.E IF PERCOLATION RATIE 155 SLOWER P*W 71HAT 84T&.ALL nLL SHkL BE REMOVED AND REPLACED WITH ACCEPTABLE F7 -LL x, C. GRAI)ATION OF nLL WTHOUT THE GRAVEL SHAU MEET THE F`0LL0WAG CRITRbk -AG PROPER 5 Tfw� I ftbMW (WEET) PECWkA Tr S SHOWN Oh DWS PtAN USING APPROVED 94, ERALS (BACKFILL. G. tNSTALL SEPTr SYSTM A 14 100% 100z PIPE EX, 110 70 - 100Z 70 - I 00Z A CL j40 to - 5=* 10 - 7,5X f� A;r-7PSFMIK ThE COVER OVER THE SYSTEM SHAU BE A MINIMUM OF 9' MD A M01MUM STO N' E DUST TRACK DETAIL ASPHALT T'K**ACN"**' DETAIL <:� OF 18* 0F A441,844L WEASURED FROM THE LUSTRUflM PhRE TO, TIHE RNISHED GRADE IN Iwo 0 - 2OX 0 - 59 LA0. AREAS, GWX -ro PREVW PGAW AND SEED WITH GRASS TO STABILIZE THE #200 0 - 5Z 0 - 2.5% NOT T-0 SCALE �i,�U_'�T To SCkf FINISHfD GP" 10' F�_kf ANY PART OF THE PkPOSED LEACH FIELD SHALL BE AT LEAST 0. pERCEjv7 PASSING THE #40 WET SIEW CAN BE INCREASED TO NO GREATER THAN 75% fF THE W ELEVATI(N AS PHE TOP OF, 11)tE -1REWf 00 NOT DRIVE OR PAVE OVEEP SYSTEM THE PfiRMT PASSING THE 1100 SIEVE DOES NOT EX= 10% AND THE 1200 SIEW DOES CL64WT MAM40LES AT THE INLET 8AFR-E AND AT 7 -HE OUTLET RLTER OF JrHE SEP77C TANK NOT EXCEED 5X. OR ASSOr.IATED RIS -PAS AT THESE LOCA'�IJONS IF REQUIRED SHALL BE LOCATED AT A DEPTH E pEpMATJON RA]rE AFTER PLACEMENT AND COUFACTION StALL BE FAS71FER 714AN OR EQUAL FO 10.0 MwUTt-S/!NCH. NOT GREA77R THAN 12� BSLOW fW GRADE. I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE A WET OR DRY SIEVE ANALYSIS MAY BE REOWED PRIOR TO PJLL PLACEMENT TO VERIFY THAT 9. FOR D(ACT ACCESSORY BUILDING DIMMM, SEE BU&DiNG PLANS. PREPARED By ONERS. 10. WVCHMARK TO BE LOCATIM IN THE AREA OF Df-NELOPMENT PRM TO THE START OF PARCEL OF LAND DEPICTED HEREON- THE INTERMITTENT �FO MY KNOWLEDGE AND BELIEF' TH(S MAP fS SUBSTANTIALLY IT Ma -M THESE SPECIFICA71ONS THE FILL SHALL BE APPROVED BY 7_qE LOCAL HEALTH WATERCOURSES AND INLAND WETLAND SOUNDARIES AS PORTRAYED DEPARTMOfflDISTRICT OR DM" &W1NE0? PRIOR TO ITS PLACEMENT ON-SRE CONSTRUCTM T -n-M T BY A LICENSED CORRECT AS NOTEID HEREON, LU 11 - PRIOR TID 00*WtXTM. IHE BUILDING MV SEPTIC S Y S14ALL BE STAKED OUf ARE AN ACCUIRATE REPRESENTA710N OF THE DELINEATION 7. NO DEV147ION FROM THE APMVED DESAW PLAN SMU W MADW WHOUT PRIOR WRITTEN �3 - LAW Aw4R. PERFORMED IN THE, FIELD. APPROVAL FRW THE LOCAL NEALTH DMwyEKT10wwT AND THE DESIGN E��R 2019 BOUNDARIESUIC 1A MP -,rj�Z DRAwwG IS F?1E PROPERTY OF 60UNDMIES LLCANDHAS BEEN SPEOFCAUY Kww vAuft beW& 'e -W 19 20003 e70016 ow left 00C0A0Cn rfW I)-WnWVPP r)J7n4J_4Z PRO IPT ATrWN.qtrF A.Vn kc; NOTT019F lie C --A C: CO DEEP TEST HOLE RESULTS LEGEND & ABBREVIATIONS POLYWNYL CqLORIDE FINISH&D PROVIDE ACCESS MANHOLES TO WITHIN 12" OF FINISHED GRADE AT INL.ET AND 26" - 97* TAN MEDIUM SAND &F SQUARE FEET OUTLET PONDOC 1 TEST HOLES WERE WITNESSED BY MICHAEL KIRBY, RS. OF THE UNCAS NOTE.- USE 4H08OX BY 4 "A HEALTH DISTRICT AS FOLLOWS� #1 - 6 ON 612812019 AND # 7 - 9 ON JOLLEY PRECAST, TEST HOLE 7H-2" FF FINISH FLOOR 71291201-9. 1 MORE OR LESS x 2000 EXISTING SPOT ELEVARON 114� INC� OR APPROVED MINIMUM 17" DIAMETER INV Tr -AZT Will r- n*�4_1 Typ Typ" x =0 PROPOSED SPOT ELEVATION v-1 0' TO TOP 8 ON CENTER 1. EQUAL MINIMUM 17" INSPECTION OPENING LE (GASKETED) [OPTIONAL) r MANHO MAKKIN(;�> D"ETER MANHOLE --------- - D) r INLET MIN., 5w OUTLET 30 INLET a4FFLE OUTLET FILTER 0 f)FWr-F' 1_11 MID -DEPTH LIQUID CONNEC77ON DEPTH I--l/J REQUIRED CAPACITY LENGTH NOT OREATER TRAN 4 77MES WIDTH OR DEPTH SE rf"'TIC TAN K DETA I L NOT TO SCALE e Ej -Aum- 4 21� t P C! SITE LOCATION Davul LOCATION MAP SCALE: lt=2000' P2*15:21 -w THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNECTICUF STATE N36'02'49 V AGENCIES SECTIONS 20-3008-1 THROUGH 20-300B-20 AND THE -STANDARDS FOR SURVEYS I I Z52' AND MAPS IN P4E STATE OF CONNECTICUTO AS ADOPTED FOR USE BY 7NE CONNEC'70CUT ASS"WN OF LAND SURVEYORS� INC. ON SEPTBWY 26, 1996. IT IS AN IMPROVEMENT LOCATION AND 70POOMPHIC SURVEY BASS) ON OWMEANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS k4 AND 70POGRAPM CLASS T-2 ACCURACY STANDARDS IT IS IKENDED 7'0 RE USED FOR S"r DEVELOWWI 86 2. NORTH ORIENT4TION DEPICTED HEREOK IS BASED UPON REFERENCE MAP 1. 3. VER77CAL 5ATUM DEPICTIED HERE ON IS BASED UPON REFERENCE MAP 1 - REGULATED ACTMTY AREA % 794± SF (0.021AC) 4- THE LOCA17ONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROWDED BY OTHERS- NO EXCAVARONS WERE MADE DURING T14E PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES11STRUCTURES, ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOC477ONS OF UNDV?GROUND U77LITIESISTRUC71JRES MAY CON77NUOUS ROW OF VARY FROM LOCATIONS SHOW4 HEREON ADD177OW 6URIED UPLITIESISTRUCTURES M4Y BE ------- - AK%Z AffWUVW EROSION ENCOUNIERM CONTACT ICALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY CONTROL BAWER FX04VA17ON OPER4TIONS, 0" N SO I PERCOLATI* TEST RESUI TIZ A PT 5. THE FIELD SURVEY AAS COMPLETED ON JUNE 211, 2019. PERCOLATION rES-7-5 WERE PERFORMED BY JEFFREY DEWEY, P. E_ OF A61 #4 7 BOUNDARIES LLC AS FOLLOW., 1 & 2 ON 0612812019; # 3 ON 712912019. PERC PT -2 PERC PT -3 PERC 1 DEPTH 32' DEPTH 28 wc REFERENCE MAPS Ex�sttng DEPTH 33' T- I wo. ing Troff LIME RL42NG TIME R X1 I- SITE DEVELOPMENT PLAN. NATURES ART DINOSAUR CROSSING PHASE PREPAR FO IADW 'I fit, ED R 1 0104 TIME 10: 42 10-3140 9:25 6-112" 1 ROGER AND LINDA PHXUPS, CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT, JULY I DEM**R, 15, 2005, PREPARED BY. BOUNDARIES L C, 10.06 1-1140 10:44 14-1116- 9.26 9-1114m Ilk, 00� 2005, LAST RL 10:08 17-91116 10:46 16-118- 9.27 10- 15116" 4 2, PROPERTY SURVE`Y� PREPARED FOR ROGER PHILLJPS AND LINDA F PHILLIPS, 10:10 19-11116- 10.11 17-518- 9.28 CONTRW"S ROW OF 51j�rl CONNECTICUT ROUTE 05, MON'TVILLE, CONNEc-ncur, SCALE. 1"100'. DATED: DECEMBER 28, 10:11 21-1/160 10:12 15-15/16- 9:29 13-314" APPROVED D?OSION _N 10.12 21-112 10:11 19-112- 9:30 14--3114w CONTROL BARWR 20 10, JOB L D. N-0� 04- 32, PRDRARED B'K- BOUNDARIES LL C 00, 10.14 23-91160 la -14 19-718- 9:31 15-5116" ff w- 11*0 Sign -Stay on Trail 10:16 24-112 10:15 9:32 15-1 1/1f 6* TP 10' F7LL PERIMETER J 10:18 25-3116* 10:16 20-518' 9:13 16-31160 ig* jr #7 Ad/N. ELEV 131.75 GENERAL NOTES 10:20 26- V. 9:34 16-9116 5A 3r� r 'OA I OuV 26-15116 PERCOLA77ON RATE 0 9:35 16-15116 N 2 32' DEP TH 2.7 MINIINCH 9�36 T FLOOD ZONE WMH A 6ASE FLOOD E A 0 10,24 27-1J11C 17-5116 1. THE PROJECT SITE IS LOCATED WITH 17HE AE LE`vf 77 N 0 X1 OF 1J1-0 AS PER THE FEMA TOWN OF MONTWLLE 090099 FLOOD MAPPING FIRM PANEL 1"6 28-11116 L 1018 29-911 6_* PERCOLATION i?ATE 0 NUMBEP 090 ?1 IC03J6G WTH AN EFFECTNE DATE OF 711812011. 28 DEPTH 2.7 MINIINCH REGULATED ACTIVITY AREA PERCULAWN RA TE 0 2. NW SUBJECT PARCEL IS LOCATED WITH THE COMMERCIAL- I (C-1) ZONE AS SHOWN ON THE 5651 SF (0�01_*AC) ILL C- '.7 CURRENT TOWN OF .0NING MAP. MONTV 33" DEPrTH 2. 3 MINIINCH Wand Wetlands !x, J ON-SITE WETLANDS WERE DELINEATED IN THE FIELD BY DEMIAN A. SORREN77NO C.S.S, ON 6111212019 - SANITARY DESIGN CRITERIA N/F Inland WeWnds Roger L. Phillips & 4, THE' SITE W�LL BE SERVED BY POTABLE WATER AND UNDERGROUND E CT C P V1 ED & I MR LSS CALCULATIONS N LE R AS RO D By EXTENDING SERIvICE '0 THE SITE BY THE OWNER Linda F. Phillips S FOR THE DINOSAUR 7RAIL AND A41NI—GOLF 20*,* % EROSION CONWL MEASURES SHOWN HEREON REPRESENT THE MINIMUM NECESSARY IT JS THE PROPOSED FACIU77E Volume 517, Page 622 WAAL MIN, 9" COVER DESIGN PERCOLATION RATE = 2�7 A41NUTESIIINCH P 0' MIN) 1650 Route 85 GR" RESPONSIBILITY OF THE CONTRAMOR TO AAM0 A.13 APPROPMTE. MINIMUM SEpARATtON FROM GROUNDWATER 24- 5' 5' _-N --TOP OF EA48ANKMENT 6- EROSION CONMOL MEASWI)M ARE TO BE FIRST ITEM OF COWTRUCTIOhd AND S�A_j BE DEsiGN FLOW 2.0 GPDIFATRON FOR 100 FATRONS/DAY 200GPD REGULATED AC77VITY AREA P&WMNEVILY STAW&D. ALL ASSOCATED *M_ 5, _M CONF014WOCE *VH 7?qE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSM J LEACHING AREA RE I RED = 200GPD / 1,5 GPD PER SF OF ELA = 1313 SF OF ELA +AC) 44AINMINED UPML AU 1 OWMED AR5�S ARE QJ 6,5391 SF (0. 151 SHALL BE W AND LOPES SIiALL NOT xwm %000 (0w) C,4uoN CONCRETE SEPTIC TAW AND I ROW OF 45' OF STANDARD 'N_ TYPIC4L S, "y' N SEDIMENT CONTROL, AS AAkWDED. _D 50% (2H: IV,,,' EXCEF WF LEACHING TREE ICHLS 12" DEPTH BY 480 W1 PROPOSED WATER SERWCE Z 0 1 Urnits of Wetionds 09&wted LEACHING AREA PROVIDED 45 LF X 3.0 SFILF 135 SF ELA T ALI PROPOSED UMLITY SEROCES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE DE TRENCH) By: 3-emian A. SorrwWno C.&�& ORIGINAL GRk NO71TED. y, ANDARDI 100% RESERVE AREA PROVIDED (I ROW OF 45' OF ST PROPOSED UNDERGROUND HYDRAULIC GRADIENT J.3% U77L[TY SERWE LLPAC. HING vF-DtA 8- ALL U%fRES DEPXTED HEREON ARE APPROXIMA71- ONLY THE ENGINEER AAKES NO STATEMENT, -YPf' T DEPTH TO RESTRICTIVE LAYER OR REDOX 40 WARRANN 6F GU00ITEE 70 NE LOCATION, SIZE, 7, QUAN7717Y OR CONDMON OF THE yu U! 24' IN TIES SHOW Howom HYDR4ULJC FACTOR 28 4, MIN FLOW FACTOR FOR 200GPD O�67 Stone WF Stone M -eta -I Post COMMON F7LL �-G-RfGak GRADE W1 -1 7A TOPSOIL REMOVED PERCOLATION FACTOR FOR 2.7 MIN/INCH 1.0 Retoining Wall Retoining Wall 9� fT iS THE RESPONSIBILITY OF THE CONTRAC50R TO CONTACT 'CALL BEFORE You M MLSS REQUIRED !3. 7- Concrete Concrete ORGANiZAITION AT 1-800-922-4455 A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO 4X GROUNDWATER COMMENCEMENT OF ANY WORK. MLSS PROVIDED 45' Retaining Wall etaining WoR ELEVATION I -EDGE 10 ALL MAI TERALS, A ROCK INST&LATIONS AND WORKMANSHIP SHAU SE IN, CONFORVW4CE WITH THE PWPOSW *MR & ELECMIC SSWTO MONTIVILLE SITE PL4N STANDARDS, CT DMARMW OF HMTH RMUiREMENTS AND THE CT N N1 0 SH4L SIE M SVIUD AV D0W*VCaWVff SA"ITARYP TES SAINJITAR-AY' NOTES (CONT'D) � k - 5 RON DOT SAW4RD SPECfFICA770N FOR ROAD, BRIMS, FACXM AN0 MMENTAL CONSTRUC PREVK.XJSLY INSTALLED. NQTL_- REFERENCE FIGURE 13 OF THE FORM BT7 AS AMENDED. *TECHNICAL STANDARDS FOR SUBSURFACE 1. AIVY STRUCTURE CONSTRUCTED AS A FEATURE FOR THE GOLF COURSE SHALL BE A MINIMUM OF 7 THE SEPTfC T*K SHALI. BE PRECAST CONCRETE OR POLYPROP".ME THE TANK SKALL BE 5 -FEET FROM THE L&4CHNG TRENCH. PROWDED BY A MANUWTURER APPROVED BY THE - CT D~u w- Or HEALTH 116W tON-CONCCRETE SEWAGE DISPOSAL SYSTEMS' (JAN. 1, 2018) TRACK LOCATIONS AND ASSOCATED WORK SHOWN ARE APPROXIMATE ONLY IN-nELO 2. THIS SEPTIC SYSTEM WSrA11ATION INCLUDING -ALL UATERikS (PIPING, SEP77C TANK. STONE, nu, SEP TIC TIMKS *- NOT CWREIT AND SHALL BE PROTECTED FRW BUOYANCY IN ACC0$M4NCE_ *VH ADUUSIVENTS WILL TAKE PLACE TO PRESERVE TREES AND TO MINIMIZE DISTURa4NCE ETC) USED FOR THIS SEP77C SYSTEM SHALL CONFORM TO THE CURRENT EDMO"EWSION OF T�iE TRE WANUFA M,RER'S REQUIREMENTS. THE SWW TANK SHALL BE WATER77GHT AS VMIFIM 8Y THE TYPICAL LEACHFIELD IN FILL CROSS SECTION TECHNCAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS- REWSED JANUARY 2018 OF LOCAL HEALIN DIEPARTMENTIDISTRICT (VAC" 7FST OR WATER PRESSURE TEST) IN ACCORDANCE 'ALE THE CONNECrcur PUBLIC fiE&TH CODE BY THE SrATE OF CONNEC77CUT DEPARTMENT OF PUBLIC WTH SECTON VA6. OF THE "ITCHN104L. STMOUM FOR SUBSUWACE SEWAGE DISPOS& SYSTEMS- GRAPHIC SCALE NOT TO SC HEALTH. REWSED JANJARY 1, 2018 OF THE CONNECMUT PUBLIC HEALTH CODE BY THE STATE OF THE PROPOSED BUILDING SEWER FROM THE BUILDING TO THE SEP71C TANK SH41LL 8E SCHEDULE 40 CONNEC17CUT DEPARTMENT OF PUBLIC HEALTH w Is 0 30 PVC AIS17W D I7851AS7M 0 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO 2 OF STANDARDS FOR SUBSURFACE SEWAGE DISPOS& S'YSZMS* AJLL OTHER GRAWY SEWER 8. SfTE PREPARAW PROCMW FOR THE INSTALLATON OF THE PROPOSED, SEP77C SYSTEM PIPE FOR 'THIS SEPTIC SYSTEM S14ALL BE 40 OR 6* (AS NOTED ON PLAN) PVC ASTM DW34i SOR A. S-KS7711 TO SE n" STAKED BY A LICENSED LAND SURVEM. 35 mTH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL PREPARE SiTE kVD'REMOVE ANY I-REES WfPH A GRIP LW WMYIN 10 FEET OF ThE LEACH11W IN FWT PROCMED GRAVEL BASE PROCESSE& GR4VFL BASE 4� THERE ARE NO WELLS (POTABLE� GEOTHERM4j SYSTEM. OR IRWGATION) W17?41N 75" OF THE PROPOSED I-- i 11 TOPSO C-GMPAC`%,N ENT IP AL '? I Y PLACED FILL TER L W 1 inch. 30 ft 0" EEPTH AF7ER SEP77C SYS� THERE SHALL BE NO STUMPS OR 8MMERS BURIED Wf7THfN 50' DOWN GRADIE STIR, kL� VEGE A770N, ORGANIC MATERM, AND PROV)OUS, MA A 8n DEPTH AF7ER COMPACT70IN —STONE DUST CLASS 11 BITUMINOUS OMPACIrFa TO 95% MAk DRY J4E TES TJ THE AP& OF AND 55' SURROUNDING T�� PR*4RY LEACHING FIELD. (COMPACTED TO 957. MAX DRY HOLE DA TA BE r_F OF THE SEP_nC SYSTEM SHOULD ANY SIGNIFICANT VAR14MNS FROM T CONCRE? D_ USING A HEAVY WE OR EQUAL. THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED 01COUNTERED DURING EXCAWM fLEDGE. GROUAMIER. MOTPLING, SOIL TYTI& ETC), THE SUBSOL P—P-EE'VENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, Er.C. Rom DENSITY PER ASTY .1557D METHOD D) AS -M 1557D METHOD D) z DEMN DiGINEEF SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM ShWTHWG/COA#PAC17NG THIS EXPOSED SUBSOIL 5� ALL ExjSpNG uwTIES ARE APPROXIMATE ONLY THE CONTRACTOR SHALL VERIJFY ALL UTIUTY 10, E. PLACE AND COMPACT SELECT FILL MATERIAL MEE77NG SPECF07FIONS INDICATED ABOVE (NOTE 6M wit) --4 6 LOCAIXW AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONMCTOR SHALL CONTACT WIDTH -CALL-MFORE-YOU-010- AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. J5) fN VFTS OF NOT GREATER THAN 12 -INCHES W THE AREA OF THE PROPOSED LE4CHINC MIN C� J 77 GE -7 COMPA r -4E- D 6, -,HE PROPosED SELECT FILL FOR TAS SEP77C SYSTEM ShALL, MEET THE FOLLONW. SPEC10CAPONS: FIELD UP TO AT LEAST 7�� ELEVA770M OF THE TOP OF' 7HE MAN IS MODULES (SEE L AJL). PERFOft AT LEAST I PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION A 100% OF FILL 9ALL PASS TM?0UGH A 3- SIEVE TH�CJKN!_��S --- THICKNESS A �k 4 ff 7 B. MAXIMUM X OF GR Va (BETWffN 14 & 3- SIEVE) 45Z� RATE EWL TO OR FASTER THAN THAT AS INDICATED IN NOTE Ifr,.E IF PERCOLATION RATIE 155 SLOWER P*W 71HAT 84T&.ALL nLL SHkL BE REMOVED AND REPLACED WITH ACCEPTABLE F7 -LL x, C. GRAI)ATION OF nLL WTHOUT THE GRAVEL SHAU MEET THE F`0LL0WAG CRITRbk -AG PROPER 5 Tfw� I ftbMW (WEET) PECWkA Tr S SHOWN Oh DWS PtAN USING APPROVED 94, ERALS (BACKFILL. G. tNSTALL SEPTr SYSTM A 14 100% 100z PIPE EX, 110 70 - 100Z 70 - I 00Z A CL j40 to - 5=* 10 - 7,5X f� A;r-7PSFMIK ThE COVER OVER THE SYSTEM SHAU BE A MINIMUM OF 9' MD A M01MUM STO N' E DUST TRACK DETAIL ASPHALT T'K**ACN"**' DETAIL <:� OF 18* 0F A441,844L WEASURED FROM THE LUSTRUflM PhRE TO, TIHE RNISHED GRADE IN Iwo 0 - 2OX 0 - 59 LA0. AREAS, GWX -ro PREVW PGAW AND SEED WITH GRASS TO STABILIZE THE #200 0 - 5Z 0 - 2.5% NOT T-0 SCALE �i,�U_'�T To SCkf FINISHfD GP" 10' F�_kf ANY PART OF THE PkPOSED LEACH FIELD SHALL BE AT LEAST 0. pERCEjv7 PASSING THE #40 WET SIEW CAN BE INCREASED TO NO GREATER THAN 75% fF THE W ELEVATI(N AS PHE TOP OF, 11)tE -1REWf 00 NOT DRIVE OR PAVE OVEEP SYSTEM THE PfiRMT PASSING THE 1100 SIEVE DOES NOT EX= 10% AND THE 1200 SIEW DOES CL64WT MAM40LES AT THE INLET 8AFR-E AND AT 7 -HE OUTLET RLTER OF JrHE SEP77C TANK NOT EXCEED 5X. OR ASSOr.IATED RIS -PAS AT THESE LOCA'�IJONS IF REQUIRED SHALL BE LOCATED AT A DEPTH E pEpMATJON RA]rE AFTER PLACEMENT AND COUFACTION StALL BE FAS71FER 714AN OR EQUAL FO 10.0 MwUTt-S/!NCH. NOT GREA77R THAN 12� BSLOW fW GRADE. I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE A WET OR DRY SIEVE ANALYSIS MAY BE REOWED PRIOR TO PJLL PLACEMENT TO VERIFY THAT 9. FOR D(ACT ACCESSORY BUILDING DIMMM, SEE BU&DiNG PLANS. PREPARED By ONERS. 10. WVCHMARK TO BE LOCATIM IN THE AREA OF Df-NELOPMENT PRM TO THE START OF PARCEL OF LAND DEPICTED HEREON- THE INTERMITTENT �FO MY KNOWLEDGE AND BELIEF' TH(S MAP fS SUBSTANTIALLY IT Ma -M THESE SPECIFICA71ONS THE FILL SHALL BE APPROVED BY 7_qE LOCAL HEALTH WATERCOURSES AND INLAND WETLAND SOUNDARIES AS PORTRAYED DEPARTMOfflDISTRICT OR DM" &W1NE0? PRIOR TO ITS PLACEMENT ON-SRE CONSTRUCTM T -n-M T BY A LICENSED CORRECT AS NOTEID HEREON, LU 11 - PRIOR TID 00*WtXTM. IHE BUILDING MV SEPTIC S Y S14ALL BE STAKED OUf ARE AN ACCUIRATE REPRESENTA710N OF THE DELINEATION 7. NO DEV147ION FROM THE APMVED DESAW PLAN SMU W MADW WHOUT PRIOR WRITTEN �3 - LAW Aw4R. PERFORMED IN THE, FIELD. APPROVAL FRW THE LOCAL NEALTH DMwyEKT10wwT AND THE DESIGN E��R 2019 BOUNDARIESUIC 1A MP -,rj�Z DRAwwG IS F?1E PROPERTY OF 60UNDMIES LLCANDHAS BEEN SPEOFCAUY Kww vAuft beW& 'e -W 19 20003 e70016 ow left 00C0A0Cn rfW I)-WnWVPP r)J7n4J_4Z PRO IPT ATrWN.qtrF A.Vn kc; NOTT019F lie C --A C: CO 0" - 10" ropsoff- 10w - 260 ORANGE -BROWN SANDY LOAM PVC POLYWNYL CqLORIDE BUILDING SETBACK LINE 14,8' —PROPOSED GRADE GRADE -TO lyhwkT 26" - 97* TAN MEDIUM SAND &F SQUARE FEET EX)SW CONTOUR PONDOC 1 > GROUNDWATER 0 85OP MOTMNG 0 557� NO LEDGE, ROOTS TO 5 ON 4 1 1---t I Ur4 TEST HOLE 7H-2" FF FINISH FLOOR ---E-3fd PROPOSED CONTOUR 60 3ACKFILL (AM) —NON -WOVEN oo IGO TOPSOIL INV INVERT TREE LINE 20 FA13RIC F7L7rR ION 34* ORANGE -BROWN SANDY LOAM 34" 100" COARSE SAND, SOME GRAVEL SAND W/ wmf PROPOSED TREE LINE 12 STONE AGWEG47E x 5 - L1/2 GROUNDWATER 0 72*1 MOTTUNG 0 38'*1 NO LEDGE, ROOTS TO 28 MAKKIN(;�> D"ETER MANHOLE --------- - D) r INLET MIN., 5w OUTLET 30 INLET a4FFLE OUTLET FILTER 0 f)FWr-F' 1_11 MID -DEPTH LIQUID CONNEC77ON DEPTH I--l/J REQUIRED CAPACITY LENGTH NOT OREATER TRAN 4 77MES WIDTH OR DEPTH SE rf"'TIC TAN K DETA I L NOT TO SCALE e Ej -Aum- 4 21� t P C! SITE LOCATION Davul LOCATION MAP SCALE: lt=2000' P2*15:21 -w THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULA77ONS OF CONNECTICUF STATE N36'02'49 V AGENCIES SECTIONS 20-3008-1 THROUGH 20-300B-20 AND THE -STANDARDS FOR SURVEYS I I Z52' AND MAPS IN P4E STATE OF CONNECTICUTO AS ADOPTED FOR USE BY 7NE CONNEC'70CUT ASS"WN OF LAND SURVEYORS� INC. ON SEPTBWY 26, 1996. IT IS AN IMPROVEMENT LOCATION AND 70POOMPHIC SURVEY BASS) ON OWMEANT RESURVEY AND CONFORMS TO HORIZONTAL CLASS k4 AND 70POGRAPM CLASS T-2 ACCURACY STANDARDS IT IS IKENDED 7'0 RE USED FOR S"r DEVELOWWI 86 2. NORTH ORIENT4TION DEPICTED HEREOK IS BASED UPON REFERENCE MAP 1. 3. VER77CAL 5ATUM DEPICTIED HERE ON IS BASED UPON REFERENCE MAP 1 - REGULATED ACTMTY AREA % 794± SF (0.021AC) 4- THE LOCA17ONS OF UNDERGROUND UTILITIES AS SHOWN HEREON ARE BASED ON THE LOCATION OF ABOVE GROUND STRUCTURES AND RECORD DRAWINGS PROWDED BY OTHERS- NO EXCAVARONS WERE MADE DURING T14E PROGRESS OF THIS SURVEY TO LOCATE BURIED UTILITIES11STRUCTURES, ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY NOT BE DEPICTED OR NOTED HEREON. THE LOC477ONS OF UNDV?GROUND U77LITIESISTRUC71JRES MAY CON77NUOUS ROW OF VARY FROM LOCATIONS SHOW4 HEREON ADD177OW 6URIED UPLITIESISTRUCTURES M4Y BE ------- - AK%Z AffWUVW EROSION ENCOUNIERM CONTACT ICALL BEFORE YOU DIG" AT LEAST 48 HOURS PRIOR TO ANY CONTROL BAWER FX04VA17ON OPER4TIONS, 0" N SO I PERCOLATI* TEST RESUI TIZ A PT 5. THE FIELD SURVEY AAS COMPLETED ON JUNE 211, 2019. PERCOLATION rES-7-5 WERE PERFORMED BY JEFFREY DEWEY, P. E_ OF A61 #4 7 BOUNDARIES LLC AS FOLLOW., 1 & 2 ON 0612812019; # 3 ON 712912019. PERC PT -2 PERC PT -3 PERC 1 DEPTH 32' DEPTH 28 wc REFERENCE MAPS Ex�sttng DEPTH 33' T- I wo. ing Troff LIME RL42NG TIME R X1 I- SITE DEVELOPMENT PLAN. NATURES ART DINOSAUR CROSSING PHASE PREPAR FO IADW 'I fit, ED R 1 0104 TIME 10: 42 10-3140 9:25 6-112" 1 ROGER AND LINDA PHXUPS, CONNECTICUT ROUTE NO. 85, MONTVILLE, CONNECTICUT, JULY I DEM**R, 15, 2005, PREPARED BY. BOUNDARIES L C, 10.06 1-1140 10:44 14-1116- 9.26 9-1114m Ilk, 00� 2005, LAST RL 10:08 17-91116 10:46 16-118- 9.27 10- 15116" 4 2, PROPERTY SURVE`Y� PREPARED FOR ROGER PHILLJPS AND LINDA F PHILLIPS, 10:10 19-11116- 10.11 17-518- 9.28 CONTRW"S ROW OF 51j�rl CONNECTICUT ROUTE 05, MON'TVILLE, CONNEc-ncur, SCALE. 1"100'. DATED: DECEMBER 28, 10:11 21-1/160 10:12 15-15/16- 9:29 13-314" APPROVED D?OSION _N 10.12 21-112 10:11 19-112- 9:30 14--3114w CONTROL BARWR 20 10, JOB L D. N-0� 04- 32, PRDRARED B'K- BOUNDARIES LL C 00, 10.14 23-91160 la -14 19-718- 9:31 15-5116" ff w- 11*0 Sign -Stay on Trail 10:16 24-112 10:15 9:32 15-1 1/1f 6* TP 10' F7LL PERIMETER J 10:18 25-3116* 10:16 20-518' 9:13 16-31160 ig* jr #7 Ad/N. ELEV 131.75 GENERAL NOTES 10:20 26- V. 9:34 16-9116 5A 3r� r 'OA I OuV 26-15116 PERCOLA77ON RATE 0 9:35 16-15116 N 2 32' DEP TH 2.7 MINIINCH 9�36 T FLOOD ZONE WMH A 6ASE FLOOD E A 0 10,24 27-1J11C 17-5116 1. THE PROJECT SITE IS LOCATED WITH 17HE AE LE`vf 77 N 0 X1 OF 1J1-0 AS PER THE FEMA TOWN OF MONTWLLE 090099 FLOOD MAPPING FIRM PANEL 1"6 28-11116 L 1018 29-911 6_* PERCOLATION i?ATE 0 NUMBEP 090 ?1 IC03J6G WTH AN EFFECTNE DATE OF 711812011. 28 DEPTH 2.7 MINIINCH REGULATED ACTIVITY AREA PERCULAWN RA TE 0 2. NW SUBJECT PARCEL IS LOCATED WITH THE COMMERCIAL- I (C-1) ZONE AS SHOWN ON THE 5651 SF (0�01_*AC) ILL C- '.7 CURRENT TOWN OF .0NING MAP. MONTV 33" DEPrTH 2. 3 MINIINCH Wand Wetlands !x, J ON-SITE WETLANDS WERE DELINEATED IN THE FIELD BY DEMIAN A. SORREN77NO C.S.S, ON 6111212019 - SANITARY DESIGN CRITERIA N/F Inland WeWnds Roger L. Phillips & 4, THE' SITE W�LL BE SERVED BY POTABLE WATER AND UNDERGROUND E CT C P V1 ED & I MR LSS CALCULATIONS N LE R AS RO D By EXTENDING SERIvICE '0 THE SITE BY THE OWNER Linda F. Phillips S FOR THE DINOSAUR 7RAIL AND A41NI—GOLF 20*,* % EROSION CONWL MEASURES SHOWN HEREON REPRESENT THE MINIMUM NECESSARY IT JS THE PROPOSED FACIU77E Volume 517, Page 622 WAAL MIN, 9" COVER DESIGN PERCOLATION RATE = 2�7 A41NUTESIIINCH P 0' MIN) 1650 Route 85 GR" RESPONSIBILITY OF THE CONTRAMOR TO AAM0 A.13 APPROPMTE. MINIMUM SEpARATtON FROM GROUNDWATER 24- 5' 5' _-N --TOP OF EA48ANKMENT 6- EROSION CONMOL MEASWI)M ARE TO BE FIRST ITEM OF COWTRUCTIOhd AND S�A_j BE DEsiGN FLOW 2.0 GPDIFATRON FOR 100 FATRONS/DAY 200GPD REGULATED AC77VITY AREA P&WMNEVILY STAW&D. ALL ASSOCATED *M_ 5, _M CONF014WOCE *VH 7?qE 2002 CONNECTICUT GUIDELINES FOR SOIL EROSM J LEACHING AREA RE I RED = 200GPD / 1,5 GPD PER SF OF ELA = 1313 SF OF ELA +AC) 44AINMINED UPML AU 1 OWMED AR5�S ARE QJ 6,5391 SF (0. 151 SHALL BE W AND LOPES SIiALL NOT xwm %000 (0w) C,4uoN CONCRETE SEPTIC TAW AND I ROW OF 45' OF STANDARD 'N_ TYPIC4L S, "y' N SEDIMENT CONTROL, AS AAkWDED. _D 50% (2H: IV,,,' EXCEF WF LEACHING TREE ICHLS 12" DEPTH BY 480 W1 PROPOSED WATER SERWCE Z 0 1 Urnits of Wetionds 09&wted LEACHING AREA PROVIDED 45 LF X 3.0 SFILF 135 SF ELA T ALI PROPOSED UMLITY SEROCES SHALL BE INSTALLED UNDERGROUND UNLESS OTHERWISE DE TRENCH) By: 3-emian A. SorrwWno C.&�& ORIGINAL GRk NO71TED. y, ANDARDI 100% RESERVE AREA PROVIDED (I ROW OF 45' OF ST PROPOSED UNDERGROUND HYDRAULIC GRADIENT J.3% U77L[TY SERWE LLPAC. HING vF-DtA 8- ALL U%fRES DEPXTED HEREON ARE APPROXIMA71- ONLY THE ENGINEER AAKES NO STATEMENT, -YPf' T DEPTH TO RESTRICTIVE LAYER OR REDOX 40 WARRANN 6F GU00ITEE 70 NE LOCATION, SIZE, 7, QUAN7717Y OR CONDMON OF THE yu U! 24' IN TIES SHOW Howom HYDR4ULJC FACTOR 28 4, MIN FLOW FACTOR FOR 200GPD O�67 Stone WF Stone M -eta -I Post COMMON F7LL �-G-RfGak GRADE W1 -1 7A TOPSOIL REMOVED PERCOLATION FACTOR FOR 2.7 MIN/INCH 1.0 Retoining Wall Retoining Wall 9� fT iS THE RESPONSIBILITY OF THE CONTRAC50R TO CONTACT 'CALL BEFORE You M MLSS REQUIRED !3. 7- Concrete Concrete ORGANiZAITION AT 1-800-922-4455 A MINIMUM OF THREE (3) BUSINESS DAYS PRIOR TO 4X GROUNDWATER COMMENCEMENT OF ANY WORK. MLSS PROVIDED 45' Retaining Wall etaining WoR ELEVATION I -EDGE 10 ALL MAI TERALS, A ROCK INST&LATIONS AND WORKMANSHIP SHAU SE IN, CONFORVW4CE WITH THE PWPOSW *MR & ELECMIC SSWTO MONTIVILLE SITE PL4N STANDARDS, CT DMARMW OF HMTH RMUiREMENTS AND THE CT N N1 0 SH4L SIE M SVIUD AV D0W*VCaWVff SA"ITARYP TES SAINJITAR-AY' NOTES (CONT'D) � k - 5 RON DOT SAW4RD SPECfFICA770N FOR ROAD, BRIMS, FACXM AN0 MMENTAL CONSTRUC PREVK.XJSLY INSTALLED. NQTL_- REFERENCE FIGURE 13 OF THE FORM BT7 AS AMENDED. *TECHNICAL STANDARDS FOR SUBSURFACE 1. AIVY STRUCTURE CONSTRUCTED AS A FEATURE FOR THE GOLF COURSE SHALL BE A MINIMUM OF 7 THE SEPTfC T*K SHALI. BE PRECAST CONCRETE OR POLYPROP".ME THE TANK SKALL BE 5 -FEET FROM THE L&4CHNG TRENCH. PROWDED BY A MANUWTURER APPROVED BY THE - CT D~u w- Or HEALTH 116W tON-CONCCRETE SEWAGE DISPOSAL SYSTEMS' (JAN. 1, 2018) TRACK LOCATIONS AND ASSOCATED WORK SHOWN ARE APPROXIMATE ONLY IN-nELO 2. THIS SEPTIC SYSTEM WSrA11ATION INCLUDING -ALL UATERikS (PIPING, SEP77C TANK. STONE, nu, SEP TIC TIMKS *- NOT CWREIT AND SHALL BE PROTECTED FRW BUOYANCY IN ACC0$M4NCE_ *VH ADUUSIVENTS WILL TAKE PLACE TO PRESERVE TREES AND TO MINIMIZE DISTURa4NCE ETC) USED FOR THIS SEP77C SYSTEM SHALL CONFORM TO THE CURRENT EDMO"EWSION OF T�iE TRE WANUFA M,RER'S REQUIREMENTS. THE SWW TANK SHALL BE WATER77GHT AS VMIFIM 8Y THE TYPICAL LEACHFIELD IN FILL CROSS SECTION TECHNCAL STANDARDS FOR SUBSURFACE SEWAGE DISPOSAL SYSTEMS- REWSED JANUARY 2018 OF LOCAL HEALIN DIEPARTMENTIDISTRICT (VAC" 7FST OR WATER PRESSURE TEST) IN ACCORDANCE 'ALE THE CONNECrcur PUBLIC fiE&TH CODE BY THE SrATE OF CONNEC77CUT DEPARTMENT OF PUBLIC WTH SECTON VA6. OF THE "ITCHN104L. STMOUM FOR SUBSUWACE SEWAGE DISPOS& SYSTEMS- GRAPHIC SCALE NOT TO SC HEALTH. REWSED JANJARY 1, 2018 OF THE CONNECMUT PUBLIC HEALTH CODE BY THE STATE OF THE PROPOSED BUILDING SEWER FROM THE BUILDING TO THE SEP71C TANK SH41LL 8E SCHEDULE 40 CONNEC17CUT DEPARTMENT OF PUBLIC HEALTH w Is 0 30 PVC AIS17W D I7851AS7M 0 2665 OR APPROVED EQUAL AND INDICATED IN TABLE NO 2 OF STANDARDS FOR SUBSURFACE SEWAGE DISPOS& S'YSZMS* AJLL OTHER GRAWY SEWER 8. SfTE PREPARAW PROCMW FOR THE INSTALLATON OF THE PROPOSED, SEP77C SYSTEM PIPE FOR 'THIS SEPTIC SYSTEM S14ALL BE 40 OR 6* (AS NOTED ON PLAN) PVC ASTM DW34i SOR A. S-KS7711 TO SE n" STAKED BY A LICENSED LAND SURVEM. 35 mTH RUBBER COMPRESSION GASKET OR BELL AND SPIGOT OR APPROVED EQUAL PREPARE SiTE kVD'REMOVE ANY I-REES WfPH A GRIP LW WMYIN 10 FEET OF ThE LEACH11W IN FWT PROCMED GRAVEL BASE PROCESSE& GR4VFL BASE 4� THERE ARE NO WELLS (POTABLE� GEOTHERM4j SYSTEM. OR IRWGATION) W17?41N 75" OF THE PROPOSED I-- i 11 TOPSO C-GMPAC`%,N ENT IP AL '? I Y PLACED FILL TER L W 1 inch. 30 ft 0" EEPTH AF7ER SEP77C SYS� THERE SHALL BE NO STUMPS OR 8MMERS BURIED Wf7THfN 50' DOWN GRADIE STIR, kL� VEGE A770N, ORGANIC MATERM, AND PROV)OUS, MA A 8n DEPTH AF7ER COMPACT70IN —STONE DUST CLASS 11 BITUMINOUS OMPACIrFa TO 95% MAk DRY J4E TES TJ THE AP& OF AND 55' SURROUNDING T�� PR*4RY LEACHING FIELD. (COMPACTED TO 957. MAX DRY HOLE DA TA BE r_F OF THE SEP_nC SYSTEM SHOULD ANY SIGNIFICANT VAR14MNS FROM T CONCRE? D_ USING A HEAVY WE OR EQUAL. THOROUGHLY SCARIFY AND ROUGHEN UP THE EXPOSED 01COUNTERED DURING EXCAWM fLEDGE. GROUAMIER. MOTPLING, SOIL TYTI& ETC), THE SUBSOL P—P-EE'VENT ANY VEHICULAR TRAFFIC, BACKHOE, TRUCKS, Er.C. Rom DENSITY PER ASTY .1557D METHOD D) AS -M 1557D METHOD D) z DEMN DiGINEEF SHALL BE NOTIFIED PRIOR TO INSTALLATION OF THE SEPTIC SYSTEM ShWTHWG/COA#PAC17NG THIS EXPOSED SUBSOIL 5� ALL ExjSpNG uwTIES ARE APPROXIMATE ONLY THE CONTRACTOR SHALL VERIJFY ALL UTIUTY 10, E. PLACE AND COMPACT SELECT FILL MATERIAL MEE77NG SPECF07FIONS INDICATED ABOVE (NOTE 6M wit) --4 6 LOCAIXW AND ELEVA77ONS PRIOR TO ANY CONSTRUCTION. CONMCTOR SHALL CONTACT WIDTH -CALL-MFORE-YOU-010- AT 1-800-922-4455 AT LEAST 48 HOURS PRIOR TO ANY EXCAVATION. J5) fN VFTS OF NOT GREATER THAN 12 -INCHES W THE AREA OF THE PROPOSED LE4CHINC MIN C� J 77 GE -7 COMPA r -4E- D 6, -,HE PROPosED SELECT FILL FOR TAS SEP77C SYSTEM ShALL, MEET THE FOLLONW. SPEC10CAPONS: FIELD UP TO AT LEAST 7�� ELEVA770M OF THE TOP OF' 7HE MAN IS MODULES (SEE L AJL). PERFOft AT LEAST I PERCOLATION TEST ON PLACED FILL. FILL MUST HAVE A PERCOLATION A 100% OF FILL 9ALL PASS TM?0UGH A 3- SIEVE TH�CJKN!_��S --- THICKNESS A �k 4 ff 7 B. MAXIMUM X OF GR Va (BETWffN 14 & 3- SIEVE) 45Z� RATE EWL TO OR FASTER THAN THAT AS INDICATED IN NOTE Ifr,.E IF PERCOLATION RATIE 155 SLOWER P*W 71HAT 84T&.ALL nLL SHkL BE REMOVED AND REPLACED WITH ACCEPTABLE F7 -LL x, C. GRAI)ATION OF nLL WTHOUT THE GRAVEL SHAU MEET THE F`0LL0WAG CRITRbk -AG PROPER 5 Tfw� I ftbMW (WEET) PECWkA Tr S SHOWN Oh DWS PtAN USING APPROVED 94, ERALS (BACKFILL. G. tNSTALL SEPTr SYSTM A 14 100% 100z PIPE EX, 110 70 - 100Z 70 - I 00Z A CL j40 to - 5=* 10 - 7,5X f� A;r-7PSFMIK ThE COVER OVER THE SYSTEM SHAU BE A MINIMUM OF 9' MD A M01MUM STO N' E DUST TRACK DETAIL ASPHALT T'K**ACN"**' DETAIL <:� OF 18* 0F A441,844L WEASURED FROM THE LUSTRUflM PhRE TO, TIHE RNISHED GRADE IN Iwo 0 - 2OX 0 - 59 LA0. AREAS, GWX -ro PREVW PGAW AND SEED WITH GRASS TO STABILIZE THE #200 0 - 5Z 0 - 2.5% NOT T-0 SCALE �i,�U_'�T To SCkf FINISHfD GP" 10' F�_kf ANY PART OF THE PkPOSED LEACH FIELD SHALL BE AT LEAST 0. pERCEjv7 PASSING THE #40 WET SIEW CAN BE INCREASED TO NO GREATER THAN 75% fF THE W ELEVATI(N AS PHE TOP OF, 11)tE -1REWf 00 NOT DRIVE OR PAVE OVEEP SYSTEM THE PfiRMT PASSING THE 1100 SIEVE DOES NOT EX= 10% AND THE 1200 SIEW DOES CL64WT MAM40LES AT THE INLET 8AFR-E AND AT 7 -HE OUTLET RLTER OF JrHE SEP77C TANK NOT EXCEED 5X. OR ASSOr.IATED RIS -PAS AT THESE LOCA'�IJONS IF REQUIRED SHALL BE LOCATED AT A DEPTH E pEpMATJON RA]rE AFTER PLACEMENT AND COUFACTION StALL BE FAS71FER 714AN OR EQUAL FO 10.0 MwUTt-S/!NCH. NOT GREA77R THAN 12� BSLOW fW GRADE. I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE A WET OR DRY SIEVE ANALYSIS MAY BE REOWED PRIOR TO PJLL PLACEMENT TO VERIFY THAT 9. FOR D(ACT ACCESSORY BUILDING DIMMM, SEE BU&DiNG PLANS. PREPARED By ONERS. 10. WVCHMARK TO BE LOCATIM IN THE AREA OF Df-NELOPMENT PRM TO THE START OF PARCEL OF LAND DEPICTED HEREON- THE INTERMITTENT �FO MY KNOWLEDGE AND BELIEF' TH(S MAP fS SUBSTANTIALLY IT Ma -M THESE SPECIFICA71ONS THE FILL SHALL BE APPROVED BY 7_qE LOCAL HEALTH WATERCOURSES AND INLAND WETLAND SOUNDARIES AS PORTRAYED DEPARTMOfflDISTRICT OR DM" &W1NE0? PRIOR TO ITS PLACEMENT ON-SRE CONSTRUCTM T -n-M T BY A LICENSED CORRECT AS NOTEID HEREON, LU 11 - PRIOR TID 00*WtXTM. IHE BUILDING MV SEPTIC S Y S14ALL BE STAKED OUf ARE AN ACCUIRATE REPRESENTA710N OF THE DELINEATION 7. NO DEV147ION FROM THE APMVED DESAW PLAN SMU W MADW WHOUT PRIOR WRITTEN �3 - LAW Aw4R. PERFORMED IN THE, FIELD. APPROVAL FRW THE LOCAL NEALTH DMwyEKT10wwT AND THE DESIGN E��R 2019 BOUNDARIESUIC 1A MP -,rj�Z DRAwwG IS F?1E PROPERTY OF 60UNDMIES LLCANDHAS BEEN SPEOFCAUY Kww vAuft beW& 'e -W 19 20003 e70016 ow left 00C0A0Cn rfW I)-WnWVPP r)J7n4J_4Z PRO IPT ATrWN.qtrF A.Vn kc; NOTT019F lie C --A C: CO SCALE ill = 30' DATE: July 2019 JOB J.D. NO. 19-2730 Kevisions REV 1 - 7/3012019 - Per Uncas Health PM > Q. CL j to 0 MOM 0 CIO C 0� -C 0 C:L F— (1) 0 icZ E 4— -a —0 4 -J. - C 0 C> 0 a *mom 4-J > W (Ij CL 0a Lnj!,� U 00--i 0 4-J 4-J mom tx0 0 C cc E _j > 0 Q. E SCALE ill = 30' DATE: July 2019 JOB J.D. NO. 19-2730 Kevisions REV 1 - 7/3012019 - Per Uncas Health PM