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HomeMy WebLinkAboutSite PlanQ C. 0 cc v W x 0C r.. LL C 0 e LL zi cc a R CC Le C 3 L Shawn Meaike 218 Old flack Point Road N is ntic, CT 06457 Property Info: Address: 45 Oakland. drive Montville Assessor's Id: 051-011-000 Area: 10.45± Acres Owner: Shawn Meaike Deed Reference: Volume 621, Page 917 "APPROVED BY THE UNCAS HEALTH DISTRICT" UNCAS HEALTH DISTRICT SANITARIAN DATE 'APPROVED BY THE MONTVI LLE INLAND WETLANDS & WATERCOURSES COMMISSION" SIGNATURE OF CHAIRMAN OR SECRETARY DATE 'APPROVED BY THE MONTVI LLE PLANNING AND ZONING COMMISSION Location Map Scale: 1" = 500' I HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE PARCEL OF LAND DEPICTED HEREON. :THE WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REP SENTATION OF TH DELINEATION PERFORMED IN THE FIELD. DEMIAN A. SORRENTI NO, C.S.S. DATE Sheet No. Description 1 Cover Sheet 2 Record Subdivison Plan 3 Conceptual .Development Plan 4 Notes &Details ,Y 29102 DAVID C. MCKAY, P.F LICENSE NO. DATE A)_7 I GcJC � [�'3 ®rr 15. P, U1 SEP 18 2017 y J-1 "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED�PEREON. " 70016 vl 1 131 1-7 l F SE JR., L.S. LICENSE NO. DATE T. Patrick SURVEY NOTES W. Barry NSF 1. THiS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES / m \ Subject SECTIONS 20-3008-1 THROUGH 2O -300B-20 AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE Town of Montville CL&P �O STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND 4658 ® SURVEYORS, INC. ON SEPTEMBER 26, 1996. iT iS A "SUBDIVISION PLAN" AND CONFORMS TO r® P party HORIZONTAL CLASUBDSS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. IT IS INTENDED TO BE Sign Oakland Drive " USED FOR & Dead End" 00 -- Property Corner EO iS APPROXIMATE NORTH AMERICAN DATUM 1983 (NA083) BASED Sin "Stop" � 50 p y 2. NORTH ORIENTATION DEPICTED HEREON / N30'46'O? "E g P 8 31'37"1 UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON MARCH 2, 2017. Z, / , ! \ S7 N1128 23"W 33.21 J t}i 2,48' 3. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88) ' NSF Sign Stop Ahead -1 ti� �, z Iron BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDE12A ON MARCH 2, 2017. T. Hadler _2 ; Rod R=235.00 i s I " an Rec L=67.47' S19 37 24 E 55' a ' � � 4. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY .NOT BE DEPICTED OR NOTED HEREON. TAN=33.97' ' I \ 67.02 7"W 5. LAND RECORDS RESEARCH WAS COMPLETED ON MARCH 17, 2017. FiELD SURVEY WAS COMPLETED ON 1\ i 3 \ A=16'26'56" �� 1 !' IJ� \ CHD=67.23 CP _ CID Z N / F � , iron �- JULY 28, 2017. N F CH BRG=N38`59'29"E 4659 I \ t 896 \ � ® Pipe 6. INLAND WETLANDS WERE DELINEATED BY OEMIAN A. SORRENTiNO, C.S.S. ON JANUARY 31, 2017. TOTAL 1 �� Kobyluck Subject Rec o (� .� AREA- OF WETLAND/WATERCOURSE ON THE SUBJECT PROPERTY iS 25,061$ SF (0.58$ AC). J. Danao • HELT � \ 2i Property ( '!' PROPOSED STREETLINE O p y � 4659S` � i � � \ � � � °�, �®� 7. RECORD TITLE TO THE SUBJECT PROPERTY .MAY BE REFERENCED 70 A WARRANTEE DEED FROM \� \ \ w. T:�P\ zo MARGARET B. HAIGHT TO SHAWN MEAIKE RECORDED DECEMBER 07, 2016 IN THE TOWN OF MONTVILLE I o. �' R=235.00' LAND RECORDS VOLUME 621 PAGE 917. ® � 'Iron Pipe Rec \ ' � � � T ' \ D � O Iran � � �`� L=67.47' See Detail A 8. THE SUBJECT PROPERTY IS IDENTIFIED AS 45 OAKLAND DRIVE, TOWN OF MONTVILLE ASSESSOR'S MAP Rod a -yl-®�®� ( P " ") \ \ Rec n t0°n (( TAN=33.97' • ! _ p ! n A=1T26`56"51, LOT 11. Iron , o CHD=67.23' Rod � 11 � HELT� R=225.00 ��F _ 9. THE SUBJECT PROPERTY IS ZONED R-80 iN ACCORDANCE WITH A ZONING MAP AMENDMENT APPROVED Rec \ `, ,4897 L=265.05' OF JULY 3, 2017. Susan n A. ' CH BRG=N38'59'29"E BY THE MONTViLLE PLANNING & ZONING COMMISSION ON JUNE 13, 2017, HAVING AN EFFECTIVE DATE \ T a I`\ TAN= 150.32' John P. & S vel (Total) .8 6=6729'37"Wronowski R=275.00' 10. THE SUBJECT PROPERTY MAY BE SUBJECT TO AND/OR TOGETHER WITH, THE. FOLLOWING: CHD=249.99' Volume 536 Pa e 665. L=61.75 i 1 1 i F _ vh CH BRG=S53022'131E g TAN=3 i.00 _D'Lailel KO by U C k A. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME N/ F \ 1 i I A=12 51 53 43, PAGE 321 OF THE MONTViLLE LAND RECORDS (SEE REFERENCE MAP #3). T CHD- 61.62' Scott Glover `� � j I � CH BRG=S80°41'O5�E Existing Pole Line Easement Not f0 Scale Property _Corner B. AN EASEMENT IN FAVOR OF THE- CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED !N VOLUME (See Survey Notes 10A, 10B & P Y 10C and Reference Map #3) `� Subject 43, PAGE 336 OF THE MONTVILLE LAND RECORDS. 489pakldo8` t i ( O ' 1 �` Property C. RIGHTS AS MAY BE DESCRIBED IN VOLUME 48, PAGE 417 OF THE MONTVILLE LAND RECORDS Oakland,i R=275.00' i i CP � HELTL=11.17' - D. RESTRICTIONS AND COVENANTS AS MAY BE DESCRIBED IN VOLUME 55, PAGE 533 OF THE 7' lY 4�9 1 ! I , . 4-900STAN=57.92' MONTVILLE LAND RECORDS. �. 1 E I , • , + j i I i A=23'47' 17" / -- See Survey Notes \ 56.30 ' ' ' i I : ' 1 OA, 108 & 10C - \ \ `�� - ' ' t I I I MELT CHD=113.36 " ® E RESTRICTIONS, RIGHTS AND COVENANTS AS MAY BE DESCRIBED iN VOLUME 57, PAGE 279 OF THE i ! 4900' t� CH BRG=S62 21 30 E MONTVILLE LAND RECORDS. o- \ - N 15°44'51 "E� \ t / N/F -vim \ ` \ \ \ \ \� \ 20 ®0,_ , t 4 F. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME Diane N a Za rk® Z \ \ 57, PAGE 391 OF THE MONTViLLE LAND RECORDS (SEE REFERENCE MAP #4). �� ` , mac, � \ _.� r ! �� '< LAND LYING BETWEEN THE CENTERLINES OF OXOBOXO ' Iron ago o 5A \ � � \\ � �. � �- � \ �: \ \ ` c' �'~- \ � �'' a � ; �ij• �--( CROSS ROAD AND OAKLAND DRIVE AND THE PROPOSED 1 ! 1 � 1 i . ATA TOWN MEETING HELD ON OCTOBER 9, 1959, THE TOWN OF MONTVILLE VOTED 'TO ACCEPT AND \ \ WOOD DRIVE LEADING FROM OXOBOXD i �; U, 4 \ \ + . LMAINTAIN AS A TOWN HiGHWAY A RIGHT OF WAY KNOWN AS OAK ! _ p Rod 41 - \ \ \ ��\ \ ` , �° STREETLINE AS SHOWN TO BE GRANTED TO THE TOWN OF i OOD Iron Rec WF \ \` \ \ \ I / '' r I R HIGHWAY PURPOSES HATCHED AREA CROSSROAD TO THE NORTHEASTERLY CORNER OF HOME LOT OF ELKIN AND BESSIE SMITH" OAKW `\ . �s �'141 I MONTVILLE FO ( ) DRIVE IS NOW KNOWN AS OAKLAND DRiVE. (REFERENCE TOWN MEETING BOOK 4, PAGE 189-190). Rod 1A \ \ \ \ \ \� J >!\ i °�j 4 i I I l AREA: 0.80$ ACRES (35,056$ SF) Not to Scale Rec � \ � \ � � \ ` \` --- �' � f � s� 5�,� 1 12. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA) �. \ PROPOSED STREETUNE AS DEMONSTRATED UPON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD II / \ \ \ \ ` , / I II INSURANCE PROGRAM (NF1P) FLOOD INSURANCE RATE MAP (FIRM) NEW LONDON COUNTY, l� Iron Inland Wetland � � `�- / ' ^' _-___�-_ � � ' ' N/F Rod - \ , ` ` / See Survey Notes 1 \ y CONNECTICUT, ALL JURISDICTIONS, PANEL 327 OF 554, MAP NUMBER 09011 CO327G, EFFECTIVE DATE (Pond) , / \ \ ' \ , 1 DA, 1 OB & T OC „ CL&P `s'sr6,° "?O�, R=362.52 JULY 18, 2011. Rec / Q �� \ \ �� Q1 i Nikkolas & Amanda,, .f .wF / / / 'a j i \ \ \ _ 49 (5 �s , I � x L=73.86', Liggett / \ \� ! \ \ / •s�,, ��, + TAN=37 06 / / ` j '*02"E ®=114022 REFERENCE N43 47 \ CHD=73.73 20.00', � 1 CH BRG-s39'27'r3"E _ i \ 1. PLAN OF LAND AT OXOBOXO LAKE, OWNED BY DANIEL POLSKY SIMON SOLOMON &ELKIN SMITH, Of "^ I SCALE: l 80 FEET, DATED: APRiL 1951, LAST REVISED: OCTOBER 1958, PREPARED BY CHANDLER & Row '� �'' s' _ \ \ PALMER ENG RS. MONTVILLE LAND RECORDS MAP FILE #177-B AND 178-A) Arborvitae 1 / / � � / / / ` \ 1 ' r � ( - - 0' � , •� � \ � 1 \ \ � � =363.45' ✓ WF / / / �'' \ / �2 / J \ R N/F EEN A. KOBYLUCK SCALE: 1 "=40' 13A / \§ L=75.79 2. MONTVILLE, CONNECTICUT, MAP SHOWING LAND OF DANIEL W. & MAUR , Chain -Link Fence / / / / \ \ \ \ \ \ I \ �CL&P / / / � / iron Rod Rec °� I TAN=38.03' John P. & Susan A. SEPTEMBER 2002, PREPARED BY THOMAS A. BRENNAN, JR., L.S. (MONTVILLE LAND RECORDS MAP FiLE (See Detail "B'� f I "c�a N , \ \ \ \ \ ---410 l 4902 A=11'5654" Wronowski #1865) I � � / • � N M ' 430 � J , �;�, . � C D=75.66' / J, l N f \ \ Trarl�} CH D=75.66" _. \ / \ z , \ I " Volume 536 Page 665 3. OX080X0 LAKE, MONTVILLE, CONN.,CO.,,� 50,00 � ', � � CH BRG=S39 44 02 E POLE LOCATIONS THE CONNECTICUT POWER CO. NEW LONDON a nd a , \ I II DIVISION, APRiL 16, 1932, SCALE: 1"-80', 3233-Q. (MONTViLLE LAND RECORDS MAP FILE J108) N�kkolas & Amanda 37"�N , i l \ \ �\ , Liggett / ° s78�3� \ \ / / / \ \ 1 gg � ® / � / / ' / R=300.00' 4. POLE .LINE RIGHT OF WAY, MONTVILLE, CT, DANIEL POLSKY AND SiMON :SOLOMON, THE CONNECTICUT , PONIER COMPANY, NEW LONDON DIVISION, 3/16/53, SCALE: NONE, J-53009- M (MONTViLLE LAND L-85.46 \� TAN=43.02' RECORDS .MAP -FILE #38) Iron a Rod \ ` -C \ / i 430- / /� %.�� i A-- 16 19'15" Rec \ / / - -' 1 , o j �, CHD=85.17' / / / - - / r ;W ��,CL&P CH BRG=S53.52'07"E N/F ` 1 //\/) / / // / - Iti / / I 00 / � Err `�?� 4903 8 �( / / / / , C ;� / •sem , �, I j \ S62 56 20 E ' Jeffrey Wolcott l / / / r N °� _ - � 23.40 R=210.00 L-88.22' R=130.00' IronRod / / \ V / \ i CP TAN=44.77' L=68.05' _-,---Rod / Rec / ( - \ i % / - \,� I z 4904 A=24-04'1 0" TAN=34.82' " 1 t \ � I.CHD=87.57 � " A=29 59.28 ` \ \ , %� �h, Ii Z CH BRG-S74 58 25 E CHD=67.27 CH BRG=S72 04 O3" E l 164,114± S.F. S57'04'19"E N/F 1 ` / 3.77± ACRES ' ` , , I I - �. _I / - UPOLE 38.69' \'' Daniel &Maureen (Map p 55 Lot 11-4 \ \. I ! I Kob luck t `� (Y / / \ j J 4 I° QII CID � I ` \ I J -7 I i , f� Q � J�80Z6I i i t I % 551 56 07 E N/F I I h' \ i - j 1 / 92,192± S.F. 1 / f , 40.57' Daniel W. & Maureen � � � � �-- 2.12± ACRES � / / � - � o -�. / - - l ## � 1 i � FCP A. Kob luck III I i I- (Map 55, Lot 11-3) / / / / r- _ 1 Ill , ! i ( 4906 Volume 155 Page 724 ` ` t ` i i / / / \ % 30, Mon 1 t Z i C / / \ ) 4 I C it QRec + � li ion cA / /, / /N/F� p h,, o ) / Easement . in Favor of IWF ! I pipe Daniel & Maureen \ ` w �: ^�� i / / ► • Rec .�� � 1 � I �-- � \ / f moo, � � the Connecticut Power � � 1,B �= , " w , 1 \ / ' / r l / ( Metal Beam Kobyluck ��j �� \ ) / - � / 85.338_ S.F. �� I ►o Company ,- �' ��' �'i, � Guide Rai! (TYP) `� - / / ((See Survey Note 1OF) 1.96± ACRES 1 I Toll ! ; , / \\ \ ✓ ` �`��� 1 / / - \ � o \ (HELT �\ , \\ \ '\ _ / r \` �/ / Map 55, Lot 11 -2 ) / , / j f / / �_ -� \ /� R ' 8077 / / / 98,758± S.F. + CES - Z - 2.27_, ACRES ® \ \\ i \ ter �- \ '--, // / Ma 55 Lot 11 ----/ WF \��� (Map i )�1.58 ® \ �� \ \� I I w - \ �� �; ;,� _ _ , ` / Stone Retaining Waft _ '/ Shed \ \ N \ -� i " / /U �T Bituminous 420- -'-�_ / / Driveway / o W /'1 1/j //s .410 y , Iron IkhI� _r L<Lj 38E ILS LEGEND Landscaped Pipe Rec Line is 372'± $ Alon g AreaProPert Existing Tree Northwesterly Edge of Brook 00 Line (TYP) MELT 38C HINCKLEY LOAMY SAND, 3_15% SLOPES\A 8078. �'' -,� ~ O Rebar � ® HINCKLEY LOAMY SAND, 15-457. SLOPES '' , ,` 38E�,.=` =-'-__ ��4 �-� ,�°�' h'' I ` �� W�cap <� NSF �\ o / _ °^�,- - John P. & Susan A. V ' ` �� i / \ \ Set I � ON AND CHARLTON FINE SANDY LOAMS, Stone Retaining Wall 1 �� : �� \ \ Tri• '� \ Wronowski ® � CANT o , - \ �� 400 moi/\� r \ J 108 ® 15-3590 SLOPES, EXTREMELY STONY Rip -Rap (Typ) \ �'� _ _ r `, \ \ -1 _ -- - o o\ / III I / i \ Volume 536 Page 665 j'Underground _ _ '\\ { House / Stone Pet Fence r Fire Pit / 73C CHARLTON-CHATFIELD COMPLEX, ( o\� � --� \ \ 20,0'$ �- ____ \` �,,� -r' � / ® 0-15X SLOPES, VERY ROCKY N/F O �\ ,� ` t 1 } I � '� .� _< � a J I j GRAPHIC SCALE Victoria & o \ 99•. _211,- \� _ \_ ,� N .� - / / Concrete Block v lV7 \ 1 \ �- -�- �•� ca - too 50 25 0 50 W 2 HHI x`31 -4p \ �. '30"� se) (S 2 ' 7_6John Snarski Wall (Fire Pit) O 10 72 39 - in9 v veyey _ 112 _ 15.0'f • �� �ey C/osit� 5¢ ��S Nay Cion �� WF C/Osin9� ° s v� - . 00 Concrete Pad WFC ` \ 20.0 $///-" - ���/ Oj ,N IN FEET (Water Pump) \\ ��� \ T 12' n ' cs� 1C WF . 20.0± - - - -' - _- ,� r. ��,►-- ®a \� Property Line is 120.6't•.� 43 257' WF /` '� inch - .�_. i . � . P �Y 1 QC ('Serve - - _ 69' 20C ` 1 -- 50 f t~ Concrete y C10 r � Along High Water Line of ._ ..`,-�--... "�-� Block Wall oIron o Oxoboxo Lake ._-�... e)' 1 4. cy Rod Property Line is 110.1'$ r �` I HAVE CONDUCTED AN ON-SITE SOiL INVESTIGATION OF THE Rec Along High Water Line of Property Line is -110.2 $ 15C - _ ,CWF PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT I-- - Oxoboxo Lake Along High Water Line of`�25C WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED U e Line is 280.6$ °i ARE AN ACCURATE REPRESENTATION OF THE DELINEATION Oxoboxo Lake Prop r#y Oxoboxo Along Nigh Water Line of PERFORMED iN THE FELD. Lake Oxoboxo Lake WF iron Pipe Rec • 15B / 4 © 2017 BOUNDARIES LLCL�(A PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY C/A(Disturbed)// cry THIS DRAWING 1S THE PREPARED FOR THE OWNER OF THIS PROJECT, AT THiS SITE, AND IS NOT TO BE DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION DATE -- OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. DEMIAN A. SORRENTiNO, C.S.S. lJ LEGEND & ABBREVIATIONS CO-) UTILITY POLE CL&P CONNECTICUT LIGHT & POWER HELT .HARTFORD ELECTRIC LiGHT & TELEGRAPH CP CONNECTICUT POWER f MORE OR LESS SF SQUARE FEET 000o STONE WALL OO REBAR, IRON PiPE OR IRON PIN ® POINT TO BE SET • ANGLE POiNT 0 MONUMENT ® MONUMENT TO BE SET --420-- EXISTING CONTOUR 420 PROPOSED CONTOUR O WELL N/F NOW OR FORMERLY -- DEEP TEST PIT -�- PERCOLATION TEST FF FINISHED FLOOR BSMT BASEMENT BR BEDROOM INV INVERT TYP TYPICAL S SLOPE SAN SANITARY ELEV ELEVATION PVC POLYVINYL CHLORIDE SCHED SCHEDULE -E/T/C- PROPOSED UTILITIES EXISTING TREELiNE PROPOSED LiMiT OF CLEARING BUILDING SETBACK LINE WF1 C A WETLAND FLAG . HHI HAND HOLE IRRIGATION "TO MY KNOWLEDGE AND BELIEF THIS MAP iS SUBSTANTIALLY CORRECT AS NOTE ' EREON. " 70016 t�j�'J/)/ 7 / j U. ,YISE JR. L.S. LICENSE NO. DATE i.` 4 e i r � AN e SCALE: 1 r, r 50' DATE: September 2017 JOB I.D. No. 16-2488 Revisions �� 4 DEEP STIRESULTS TEST SOIL TESTING WAS PERFORMED ON 7/14/17 AND 7/18/17. DEEP TEST PITS #5,6,7,8,10 WERE WITNESSED BY MICHAEL KIRBY, R.S. OF GENERALNOTES IMPROVEMENTS AS DEPICTED ON THIS PLAN ARE THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENT'INO, C.S.S. OF BOUNDARIES. LLC. DEEP TEST PITS #1,2,3,4,9,1OA, 11,12,13,14 WERE WITNESSED BY ALYSSA BROCHU, R.S. OF THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. PERCOLATION TESTS WERE PERFORMED BY BOUNDARIES LLC ON 1. BASED UPON THE LIMITS OF CLEARING AS DEPICTED HEREON, THE TOTAL AREA OF DISTURBANCE FOR CONCEPTUAL .ONLY AND ARE INTENDED TO 7/] ]/17 AND 7/28/17. THIS CONCEPTUAL DEVELOPMENT PLAN IS 107,882± SF (2.48± AC). TP#9 -1 P-3jEMOSTRSTE DEVELOPMENT , TP# 1 2. EXCEPT FOR THE SUBSURFACE DISPOSAL SYSTEM ON SUBDIVISION LOT #4, NO CONCEPTUAL WELL OR0" - 7" TOPSOIL 0" - 7" TOPSOIL HOLE DEPTH: 28" HOLE DEPTH: 30 ACTUAL CONSTRUCTION I S PROPOSED B Y THIS PLAN. 7" - 2821 BROWN MEDIUM SANDY LOAM 7" - 44" BROWN MEDIUM SANDY LOAM W/ COBBLES PRE-SOAK: 1 HOUR PRE-SOAK. 1 HOUR SUBSURFACE SEWAGE DISPOSAL SYSTEM IS LOCATED WITHIN 75 OF AN ADJOINING PROPERTY LINE. THE 28" - 76" TAN SILTY SAND W/ COBBLES- 44" - 64" TAN FINE SILTY SAND W/ STONES SUBSURFACE SEWAGE DISPOSAL SYSTEM ON LOT #4 IS NOT LOCATED WITHIN 75' OF THE WELL ON „ » » PROPERTY N/F DANIEL & MAUREEN KOBYLUCK. NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS 70 54„ NO GROUNDWATER, LEDGE @64,} , MOTTLING @ 48": ROOTS TO 48 10:50 1-7/8 11:00 2 10:55 5-7/8" 11:05 4-1/2" TP#2 TP# 10 11:00 8" 11:10 6-3/4" 0" - 8" TOPSOIL 0" - 7" TOPSOIL 11:05 10" 11:15 8-1/2" 8" - 24" BROWN MEDIUM SANDY LOAM 7" - 35 BROWN MEDIUM SANDY LOAM 11:10 12" 11:20 9-1/2'' PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED 24" - 72" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 35" - 88" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 11:15 13-112- 11:25 W# NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 47" NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 72" 11:20 14-112" 11:30 12-1/4" BY LAV HAVE BEEN CONSIDERED IN DEVELOPMENT 11:25 16" 11:35 13-114" OF THIS PLAN. TP#3 TP# 10A 11:30 17" 11:40 14" " . 0" - 8" .TOPSOIL 0" - 8" 11:35 17-3 4 11:45 14-112" TOPSOIL 44� \ r \ 8" - 26" BROWN MEDIUM SANDY LOAM 8" 31" BROWN MEDIUM SANDY LOAM. 11:40 18-3/ / 1 I I 26" - 74" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 31 °' - 74" TAN SILTY SAND W/ STONES 11:45 19-1/4» " 11:50 15�111:55 16 I j 8" NO GROUNDWATER NO LEDGE NO MOTTLING, ROOTS TO 50" 11:50 20" 12.00 16-3/4" 1 4898 � ! Oak/ I NO GROUNDWATER, NO LEDGE,- NO MOTTLING, ROOTS TO 4 , \ ` i n .r \ "\ DESIGN PERCOLATION 12.12:00 18 1/2" \ \ \ \ ' ! ; i } i j �� I j TP#4� TP#1 1 RATE = 5.0 MIN/INCH 12:15 18-3/4" \ \ 1 !� s , j i I I !111411 CP 1 ' r 0,� 8» + TOPSOIL 0„ 6»„ TOPSOIL 12:20 19-1/4" \ 1 , � 4899 1 I 1 HELT 8 - 34 BROWN MEDIUM SANDY LOAM 6 - 38 BROWN MEDIUM SANDY LOAM �� I I 4900S 26 74 TAN SILTY SAND W/ COBBLES 38 68 TAN SILTY SAND W/ STONES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50 NO GROUNDWATER, NO LEDGE, MOTTLING @ 5873 ROOTS TO 43,� HOLE DEPTH 30" DESIGN PERCOLATION PRE-SOAK: 1 HOUR RATE = 6.7 MIN/INCH \ J TP 12 HELT � TP#5 # 10:52 3-1/2" P--4 ANTI -TRACKING / _ _ 1 4900 \ t- 0" - 10" TOPSOIL 0" - 8" TOPSOIL 10:57 16" HOLE DEPTH: 30» (TYP) U �\ ` ' 1 r ( ) � �� � \ \ i I � I � ` 10" - 22" BROWN MEDIUM SANDY LOAM 8" - 51 " BROWN MEDIUM -SANDY LOAM 11:00 17-112" PRE-SOAK: 1 HOUR 22 - 66" TAN STRATIFIED SAND 51" - 68" GRAY FINE SILTY SAND 11:03 18-3/4" \ \ \ �\ 66 -- 85 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, MOTTLING ®51 ,ROOTS TO 51 11:06 19-1/2 11:03 3-112 WF \ \ r \ \ \ \ \ - \ \ NO GROUNDWATER, NO LEDGE, MOTTLING Q 66'; ROOTS TO 66" 11:09 20" 11:08 8" \ \ \ \ \ \C14\ \ i ► \, /, TP#'3 11:12 20-1/2 11:13 10-1/2 11 TP#6 0» - 7" TOPSOIL 11:15 21-1/4" 11:18 13" \ \ \ \ { " - - 29 BROWN MEDIUM SANDY LOAM ] -3 4 11:23 15" 1• j 0 8 TOPSOIL 7 11:18 2 \ ' • �/� \ 1 \ » » 29" 62 BROWN STRATIFIED SAND & GRAVEL W COBBLES 11:2 f 22-1 /4" 11:28 16-112 ` ' 1 8„ - 39„ BROWN MEDIUM ,SANDY LOAM / » / » / „ All\ / 39 - 90 TAN SILTY SAND W/ COBBLES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 46 11:24 22-7/8 11:33 ] 7-1/2 _3 / , /\ \ \ \ . ' • l \ NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 65" 11:27 23-114- 11:38 18-1/2- TP# 14 11:30 23-1/2 11:43 19-1/4 • / i „ " TP#7 0„ - 5 TOPSOIL 11:33 23-7/8 11:48 20 �.4 1.4- S. F • \ . \ > / 0» - 6 TOPSOIL 5 - 55 BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 11:36 24-1/4 11:53 21 Inland Wetland , \ , V 1 I NO LEDGE NO MOTTLING ROOTS TO 24" f 1:39 24-3 4" 11:58 21-3 4" 6 - 26 BROWN MEDIUM SANDY LOAM NO GROUNDWATER,, , / / 3,i7± ACRES \ \� ` \ / 1 , » „ 11:42 25-1 4" 12:03 22" (Pond) / \ i / 26 68 TAN STRATIFIED SAND W/ STONES / 68" 89" GRAY FINE SILTY SAND 11:45 25-1/2" 12:08 23-1/2" WF / / / / \ \ I N Q __ / �;y I NO GROUNDWATER, NO LEDGE, MOTTLING ®68 , ROOTS TO 68 11:48 25 3/4" 12:13 24" / ��- , �S` 11:51 26-1/4 12:18 24-3/4 1 OAT po_� » DESIGN PERCOLATION DESIGN PERCOLATION TOPSOIL ♦\ l r III \ 8» _8» BROWN MEDIUM SANDY LOAM RATE = 6.0 MIN/INCH RATE = 6.7 MIN/INCH 38" -- 72" TAN STRATIFIED SAND & GRAVEL 7211- 84 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 64» / / - _ - • ` \, \ 92,.192± S.F. � 13A 2.12± ACRES �CL&P / �-z X4902 430 � � \ \ I � � / • • / _ 1 I � J -� � � � PAVED APRON TO \ \ \ , • l / / '- �. \ l \ 1 , \ STREET LINE (TYP) UNDERGROUND UTILITIES (TYP) t- 1 GARAGE - / : W 433.0 \ _ \ f PROPOSED 4-81? /ic / t�� =. • �14903 - y_ I / / RESIDENCE I , FF 434.50- \ BSMT 425.50 SEDIMENT FENCE BACKED l l ♦ ♦ ♦ ' ' PROPOSED 71i `5I , CP WITH HAY BALES (P(P) \ ( (�- DECK WELL (TYP) / \ \ JL1 - - - _ \ �\ 1 (t 4904 85' 338± S.F. SEPTIC TANK (TYP)fj 1.96± ACRES \ � � � ► i � Garagepi UPOLE GARAGE \ PJ 2 i I l PROPOSED 4 -BR -- 4-- 436.5 \ t \: \� `, I / I o 1 1 ► 1 ��T 7 RESIDENCE \( ! `: �� r I CP TP#3-_ FF 438.00 L l F 12 �� -3 f I - ��o X8076 I I I BSMT 429.00 \ I T r► / I 11 0 1 SEDIMENT FENCE OR WOOD ' I Z4 - P-1 W / ' / , TP#9 >" / �- _I �` CP CHIP BERM (TYP) I I V _ ^ _ IL �_ DECK \ / \ 4900 I / TP12 _ to RESERVE SUBSURFACE t / - - SEWAGE DISPOSAL 30-,s\ r I SYSTEM AREA (TYP) I ( / > TP#6 00 o / / ) I Wr PRIMARY SUBSURFACETPI 11 SEWAGE DISPOSAL LIMIT OF CLEARING(TYP) SYSTEM AREA (TYP) \ \ \ \. \ \ \ E -- - - �1� TAS t� ✓ \ \ \- `, _ -. \ ,_ t I 1 ; / / fl^ T _ Cl Q i r, Q -t- C C V` ` _ '' -I- / / ,� - • 43O X32 �\ `,"\ \ GARAGE \ Y 2.G7?' ACRES / •% \ - - \ 434.3 / / o 11)/ - / • HELT \ \ \ � \\\ \ \\\ � ,. \ \ � �`'` � / � � � 8077.. �. Approx. Subsurface \ \�\� / ti \ _ : ••° P-4- ___ \ \ \ \\ \ ��� ,TP# 14 j / C v / / / \ \ \ \ \ _ • - - • \ PROPOSED BR , / / / , i'-" £f r / / / / Sewage Disposal ` \ \ _ f \ \ \ RESIDENC ' / / /' / / ® System Location \ \ i �� _/ 0 / / / cry y �2p - \ �► \ \ \ FF 435.80 _ / �2 \ TP#7 \�F BS 426.80 / / / �' / c ca LQ 15B �-- TP# 0 - -.,.. ; • ••� - � � / // � �'�. � ^ Bituminous 00 420-- / / 4 / / �¢ Driveway t 10 -- \ o\ \ \ \ \ X Area I / � HELT ® .� 8078 -410-Approx. Wel! � I / l / , Location's ,.0 douse LLJ co 00 GRAPHIC SCALE _ \ \ \ ;� Q o, 400- - -12 - J , so 40 20 0 �o © � \ , � \ �,,. � ^_ �-' � 1 ` \ � \ � \ o,- Nouse-J P--5 HOLE. DEPTH: 28" PRE-SOAK: 1 HOUR 12:00 3-3/4" 12:05 7" 12:10 9" 12:15 11" - 12:20 13, 12:25 14" 12:30 14-3/4" 12:35 16" 12:40 17" 12:45 17-112" 12:50 18-1/4" 12:55 18-3/4" 01:00 19-1/4" DESIGN PERCOLATION RATE = 10.0 MIN INCH P-5 HOLE DEPTH: 30" PRE-SOAK: 1 HOUR 12:02 1-1/2" 12:07 6-3/8" 12:12 8-1/2" 12:17 11-1/4" 12:22 13" 12:27 15" 12:32 16-3/4" 12:37 18--1/2" 12:42 19-3/4" 12:47 20-3/4" 12.52 22" 12:57 23" 01:02 24" DESIGN PERCOLATION RATE = 5.0 MIN/INCH SANITARY DESIGN CRITERIA & MLSS CALCULATIONS EXISTING 3 -BEDROOM HOUSE DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 495 SF EFFECTIVE CODE -COMPLYING DESIGN: 1,000 (MIN) GALLON SEPTIC TANK, 1,000 GALLON PUMP CHAMBER WITH 2" SANITARY FORCE MAIN AND ONE ROW OF 45' OF 36" WIDE, 18" HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE LEACHING AREA PROVIDED = 495 SF EFFECTIVE (45 LF X 11.0 SF/LF = 495 SF) MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" LO7 2 PROPOSED 4 -BEDROOM HOUSE DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY 12" OF APPROVED STONE AGGREGATE ON ALL SIDES LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF/LF = 680 SF) 1007. RESERVE AREA PROVIDED (ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG CONCRETE LEACHING GALLERIES) MINIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION HYDRAULIC GRADIENT = <17. DEPTH TO RESTRICTIVE LAYER = 48)). HYDRAULIC FACTOR = 36 FLOW FACTOR FOR 4 BEDROOMS = 2.0 PERCOLATION FACTOR FOR 5.1 - 10.0 MIN/INCH = 1.2 MLSS REQUIRED = 86.4' MLSS PROVIDED = 101, LOT JJ PROPOSED 4 -BEDROOM HOUSE DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY 12" OF APPROVED STONE AGGREGATE ON ALL SIDES LEACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF/LF = 680 SF) 1007. RESERVE AREA PROVIDED (ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG CONCRETE LEACHING GALLERIES) MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" LOT 14 PROPOSED 4 -BEDROOM HOUSE DESIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE DESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND AND ONE ROW OF 60' OF 36" WIDE, 18" HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE LEACHING AREA PROVIDED = 660 SF EFFECTIVE (60 LF X 11 SF/LF = 660 SF) 1007. RESERVE AREA PROVIDED (ONE ROW OF 60' OF MANTIS 536-8) MLSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" _. M , Approx. Well \ } / .. A �� \ \ } �� \ ��\ \ / SEE SKEET 2/4 FOR LEGEND i Y Location IN FEET \ �� \ \ \ / 1 / $, \ - r �) / A N D ABBREVIATIONS 1 inch = 40 ft. s r \tv U WF 2017 BOUNDARIES LLC ,\ .... � \ \ .__---- ---- - �.. -,✓ ��r a • %` - �� 1"' ., .> _ --- _ Ap LOC Ion Septic .-� \�/! t r� THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLC AND HAS BEEN SPECIFICALLY F / 29102 PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE AND IS NOT TO BE `\� �� \ r� '� L- `- P j7 DUPLICATED OR USED 1N PART OR WHOLE FORANY OTHER PURPOSE, PROJECT, LOCATION - �ZOC CONSENT BOUNDARIES LLC. 10C - \;- s . �LANC�\ DAVID C. McKAY, P.E LICENSE N0. DATE LJ OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSE \ 1- r SHEET NO* "TO MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY „ CORREC' T .4S NOTED H REON. 70016 /P Jf1 U. FAQ JR. L. S. LICENSE NO. DATE NARRATIVE STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES alTEER OR EXIT THE SITE AT LEAST _ ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS W1Trf A RAINFALL TOTAL OF GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE .CONSECUTIVE` MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: _ _ - * INSPECTION OF ALL SEDIMENT FENCE, STAKED HAY BALES, AND WOOD CHIP FILTER BERMS. REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ANTI -TRACKING PAD. REMOVE, DISPOSE OF, AND REPLACE IF PAD IS NO LONGER FUNCTIONAL IN THE COLLECTION OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC (WITHIN 2" OF CRUSHED STONE SURFACE). DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONNILLE, OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY. p I FILTER FENCE--\ 103 0, COMPACTED BACKFILL ..x EXCAVATE =._= 6"x 6" ' _r TRENCH , . .: < �hllr FLOW i EXISTING GRADE 12" MIN. DEPTH UNDISTURBED GROUND SEDIMENT FENCE NOT TO SCALE PUBLIC ROAD PAVED APRON - 50' MINIMUM °I" O°O°S 6» 0°000°[ o°°°a°o°c ie_ 0�OpOQO?( mrrrvrrvry j,,= °apo�ti°o°o°q°opo°o°e°opo°o°9°a LCT. DOT #3 STONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyyO���oD 0 0 0 0 0 0 0 0 0 0 In °OQ0�0�00 00000�O�0 0000000000000 0000000 p00 12' OR FILTER FABRIC AS REQUIRED Alft\j'TI-TRlACKIl`NlG ATRIVY NOT TO SCALE 1' MIN WOOD CHIPS 1:1 (TYP) , 2.5 MIN FLOW EXISTING GRADE 6' MIN WOOD CHIP BERM. NOT TO SCALE 2-1/2" BIT. CONC. PAVEMENT (MIN.) SYNTHETIC FABRIC FILTER FENCE SUITABLE COMPACTED 1p' 0.c P� SUBGRADE 6" PROCESSED M (� GRAVEL (MIN.) -WOOD POSTS -�SECTION C n' ` / COMPACTED BACKFILL J C CT I O l y V I E W STAKED HAYBALE NOT TO SCALE PAVE TO STREETLINE GRAVEL TRAVEL ° 37. SLOPE MAX. FOR SURFACE < S l0' MINIMUM LIP AT m MAINTAIN 1X" EDGE OF PAVEMENT GRADE � , SEE SECTION VIEW 12"MIN. DEPTH /\ UNDISTURBED .�'� BITUMINOUS GROUND 8' RADIUS CONCRETE EXCAVATE 6" x 6" TRENCH ON ��' (TYP.) UPSLOPE SIDE OF WOOD POSTS SEDIMENT FENCE BACKED BY STAKED HAY BALES TYPICAL DRIVEWAY APRON NOT TO SCALE - NOT TO SCALE 29102 5/%/ 7 DAVID C. McKAY, P.E. LICENSE NO. DATE FOR TYPICAL LOT DEVELOPMENT THIS PLAN SET DEPICTS THE SUBDIVISION OF A 10.45± ACRE PARCEL OF LAND, IDENTIFIED AS 45 OAKLAND DRIVE IN THE OAKDALE SECTION OF MONTVILLE, CONNECTICUT. THE PROPOSAL IS TO SUBDIVIDE THE SUBJECT PROPERTY INTO 4 RESULTANT LOTS IN ACCORDANCE WITH THE R-80 ZONING DISTRICT REQUIREMENTS. LOT #1 WILL BE 2.27± ACRES AND WILL CONTAIN THE EXISTING 3 -BEDROOM HOUSE AND RELATED EXISTING IMPROVEMENTS. LOTS #2 (1.96± ACRES), 13 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES (2.12± ACRES), AND #4 (3.77± ACRES) WILL BE NEW LOTS TO BE DEVELOPED FOR NEW SINGLE-FAMILY RESIDENRIAL SHALL BE THE EXCAVATION CONTRACTOR WHICH IS UNDETERMINED AT THIS TIME. 2. THE "2002 CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL" BY THE CONNECTICUT USE, COUNCIL ON SOIL AND WATER CONSERVATION IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF SHEET 3/4 DEMONSTRATES DEVELOPMENT FEASIBILITY FOR SINGLE-FAMILY RESIDENTIAL USE, INCLUDING FEASIBLE • ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OFINSTALLING LOCATIONS OF DRIVEWAYS, UTILITIES, HOUSES, WATER SUPPLY WELLS, SEPTIC SYSTEMS; CONCEPTUAL SITE GRADING AND AND MAINTAINING ALL EROSION CONTROL- MEASURES. THE CONTRACTOR SHALL INSTALL SOIL EROSION &SEDIMENT CONTROLS. DEVELOPMENT DEPICTED BY THIS PLAN IS CONCEPTUAL ONLY, AND NO ACTUAL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE .ENGINEER OR TOWN OF MONTVILLE STAFF. CONSTRUCTION IS PROPOSED BY THIS PLAN. 3. SEEDING FOR PERMANENT STABILIZATION SHALL BE COMPLETED BETWEEN APRIL 15 THROUGH -JUNE 15 OR BETWEEN AUGUST 15 THROUGH SEPTEMBER 15. IF SEEDING CANNOT BE COMPLETED WITHIN THESE TIMES, ACCORDING TO THE UNITED STATES DEPARTMENT OF. AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS: (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOILS LOCATED UPON THE SUBJECT PROPERTY. ALL 2:1 SLOPE AREAS CONSIST OF: CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1,000 SF 38C HINCKLEY LOAMY SAND; 3-157. SLOPES ALL OTHER GRASSED AREAS 38E HINCKLEY LOAMY SAND, 15-457. SLOPES KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1, 000 SF 62D CANTON AND CHARLTON FINE SANDY LOAMS, 15-357. SLOPES, EXTREMELY STONY 73C CHARLTON-CHATFIELD COMPLEX, 0-157. SLOPES, VERY ROCKY CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF ®n PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1, 000 SF INLAND WETLANDS AND WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY WERE DELINEATED BY DEMIAN A MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 SORRENTINO, CERTIFIED SOIL SCIENTIST. THERE ARE NO ACTIVITIES PROPOSED WITHIN A WETLAND OR WATERCOURSE, AND BALES PER ACRE. NO REGULATED ACTIVITIES PROPOSED WITHIN THE 50' REGULATED AREA. 4. ALL EROSION CONTROL MEASURES SHALL BE. INSPECTED WITHIN 24 HOURS AFTER RAIN EVENTS WITH TOTAL RAINFALL OF 0.5" OR GREATER WITHIN A 24-HOUR PERIOD, AND REPAIRED OR REPLACED AS NECESSARY TO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. OPERATION & MAINTENANCE OFEROSION CONTROLS FOR TYPICAL LOT V PMENT " "' 0 T TI S E C E N N CO U E F TYPICAL LOT _"'E" 'ELOPMENT NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ­D ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE 2. INSTALL ANTI -TRACKING PAD AT CONSTRUCTION ENTRANCE. RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION PRIOR TO THE COMPLETION 3. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. OF CONSTRUCTION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA 4. INSTALL EROSION CONTROL MEASURES DOWN GRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE REQUIRED TO PERFORM THE WORK. LOCATIONS SHOWN, 5. GRUB VEGETATION AND REMOVE FROM SITE. STRIP TOPSOIL AND STOCKPILE FOR FUTURE REUSE, DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR SURROUND STOCKPILE WITH SEDIMENT FENCE AND SEED FOR TEMPORARY STABILIZATION. CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, 6. BEGIN EARTHWORK ACTIVITIES FOR DRIVEWAY, HOUSE AND SUBSURFACE SEWAGE DISPOSAL SYSTEM. REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON SITE. VEHICLE 7. INSTALL BUILDING FOUNDATION AND CONSTRUCT BUILDING. MAINTENANCE SHALL BE COMPLETED OFF SITE TO THE MAXIMUM EXTENT PRACTICABLE. ALL OIL SPILLS SHALL BE 8. INSTALL WELL, SUBSURFACE SEWAGE DISPOSAL SYSTEM AND UTILITIES. IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATERIALS 9. ROUGH GRADE DRIVEWAY TO SUBGRADE ELEVATION. PLACE AND COMPACT PROCESSED GRAVEL, TRAFFIC OFFICE FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT BOUND GRAVEL SURFACE. INSTALL PAVED APRON PER TOWN REQUIREMENTS. GENERAL STATUTES. 10. INSTALL LANDSCAPING AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. EXISTING WATER QUALITY. ALL ACTIVITIES SHALL BE IN CONFORMANCE TO AND CONSISTENT WITH ALL APPLICABLE WATER QUALITY STANDARDS AND MANAGEMENT PRACTICES AS SET FORTH BY LOCAL, STATE AND FEDERAL AGENCIES. DURING THE PERIOD OF CONSTRUCTION, THE CONTRACTOR IS RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. SAID MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINSTORM WITH GREATER THAN 0.5" OF RAINFALL IN A 24-HOUR PERIOD. ACCUMULATED DEPOSITS OF SEDIMENT AND SILT SHALL BE PERIODICALLY REMOVED FROM THE UPSTREAM SIDE OF THE EROSION AND SEDIMENT CONTROL BARRIERS, AND UPON ESTABLISHMENT OF PERMANENT VEGETATIVE COVER. SUCH MATERIALS REMOVED SHALL BE SPREAD AND STABILIZED IN NON -WETLAND AREAS THAT ARE NOT SUBJECT TO EROSION, AND ARE NOT TO BE PAVED OR BUILT UPON. HAY BALES, SEDIMENT FENCE, WOOD CHIP FILTER BERM, AND OTHER EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REPAIRED, CLEANED AND/OR REPLACED AS NECESSARY THROUGHOUT THE CONSTRUCTION PERIOD IN ORDER TO MAINTAIN COMPLETE AND INTEGRAL EROSION AND SEDIMENT CONTROL PROTECTION. ONCE IN PLACE, ALL EROSION AND SEDIMENT CONTROL FACILITIES AND MEASURES ARE TO REMAIN IN PLACE AND IN PROPER NIL CONDITION AND BE CONTINUOUSLY MAINTAINED UNTIL FINAL GRADING HAS BEEN COMPLETED, ALL DISTURBED AREAS UPGRADIENT OF SAID FACILITIES HAVE BEEN PERMANENTLY STABILIZED, AND ALL NEWLY GRASSED AREAS HAVE HAD AT LEAST TWO MOWINGS. FOLLOWING SUCH PERMANENT STABILIZATION, THE FACILITIES SHALL BE DISMANTLED, REMOVED, AND DISPOSED OF IN AN APPROVED MANNER. DISTURBANCE OF THE LAND SHALL BE LIMITED TO THE MINIMUM EXTENT NECESSARY TO COMPLETE THE PROPOSED DEVELOPMENT. ALL EXISTING TREES AND SHRUBS SHALL BE CONSERVED WHERE POSSIBLE, EXCEPT THOSE WHOSE REMOVAL IS REQUIRED TO PERFORM THE PROPOSED WORK. THE LIMITS OF DISTURBANCE SHALL BE ESTABLISHED IN THE FIELD PRIOR TO STARTING ANY ACTUAL CONSTRUCTION ACTIVITIES AND SHALL BE GENERALLY AS DEPICTED ON THIS PLAN. THE CONTRACTOR SHALL INSPECT ALL DISTURBED AREAS OF CONSTRUCTION ACTIVITY THAT HAVE NOT BEEN FINALLY STABILIZED, STRUCTURAL CONTROL MEASURES, AND LOCATIONS WHERE VEHICLES alTEER OR EXIT THE SITE AT LEAST _ ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAIN EVENTS W1Trf A RAINFALL TOTAL OF GREATER THAN 0.5 INCHES IN A 24 HOUR PERIOD. WHERE SITES HAVE BEEN TEMPORARILY OR FINALLY STABILIZED, SUCH INSPECTION SHALL BE CONDUCTED AT LEAST ONCE EVERY MONTH FOR THREE .CONSECUTIVE` MONTHS. DURING CONSTRUCTION AND IMMEDIATELY FOLLOWING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE INSPECTION AND MAINTENANCE TO ASSURE PROPER PERFORMANCE OF THE SEDIMENTATION AND EROSION CONTROL SYSTEM. INSPECTING AND MAINTAINING SHALL INCLUDE, AT A MINIMUM, THE FOLLOWING: _ _ - * INSPECTION OF ALL SEDIMENT FENCE, STAKED HAY BALES, AND WOOD CHIP FILTER BERMS. REMOVE ACCUMULATED SEDIMENT IF REQUIRED (GREATER THAN 4" DEPTH) * INSPECTION OF ANTI -TRACKING PAD. REMOVE, DISPOSE OF, AND REPLACE IF PAD IS NO LONGER FUNCTIONAL IN THE COLLECTION OF SEDIMENTS FROM VEHICULAR/TRUCK TRAFFIC (WITHIN 2" OF CRUSHED STONE SURFACE). DISTURBED AREAS AND AREAS USED FOR STORAGE OF MATERIALS THAT ARE EXPOSED TO PRECIPITATION SHALL BE INSPECTED FOR EVIDENCE OF, OR THE POTENTIAL FOR, POLLUTANTS ENTERING THE DRAINAGE SYSTEM. EROSION AND SEDIMENT CONTROL MEASURES IDENTIFIED IN THE PLAN SHALL BE INSPECTED TO INSURE THAT THEY ARE OPERATING CORRECTLY. DISCHARGE LOCATIONS OR POINTS SHALL BE INSPECTED TO ASCERTAIN WHETHER EROSION CONTROL MEASURES ARE EFFECTIVE IN PREVENTING SIGNIFICANT IMPACTS TO DOWNSTREAM WATERS. LOCATIONS WHERE VEHICLES ENTER OR EXIT THE SITE SHALL BE INSPECTED FOR EVIDENCE OF OFF-SITE SEDIMENT TRACKING. ADDITIONAL EROSION AND SEDIMENT CONTROL MEASURES BEYOND THOSE DEPICTED HEREIN SHALL BE PUT IN PLACE WHENEVER NECESSARY TO ADDRESS FIELD CONDITIONS AND/OR AS ORDERED BY THE TOWN OF MONNILLE, OR THEIR DESIGNATED AGENT. THE CONTRACTOR SHALL APPOINT AN AGENT WHO SHALL BE PERSONALLY RESPONSIBLE FOR IMPLEMENTING THIS EROSION AND SEDIMENT CONTROL PLAN AND ENFORCING THE PRESCRIBED SAFEGUARDS DURING THE CONSTRUCTION PERIOD. THIS RESPONSIBILITY INCLUDES THE INSTALLATION AND MAINTENANCE OF CONTROL MEASURES THROUGHOUT THE CONSTRUCTION PERIOD, INFORMING ALL PARTIES ENGAGED ON THE CONSTRUCTION SITE OF THE REQUIREMENTS AND OBJECTIVES OF THE PLAN, NOTIFYING THE PROPER TOWN AGENCIES AND OFFICIALS OF ANY TRANSFER OF THIS RESPONSIBILITY, AND CONVEYING A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN IF THE TITLE OF THE LAND IS TRANSFERRED TO A THIRD PARTY. p I FILTER FENCE--\ 103 0, COMPACTED BACKFILL ..x EXCAVATE =._= 6"x 6" ' _r TRENCH , . .: < �hllr FLOW i EXISTING GRADE 12" MIN. DEPTH UNDISTURBED GROUND SEDIMENT FENCE NOT TO SCALE PUBLIC ROAD PAVED APRON - 50' MINIMUM °I" O°O°S 6» 0°000°[ o°°°a°o°c ie_ 0�OpOQO?( mrrrvrrvry j,,= °apo�ti°o°o°q°opo°o°e°opo°o°9°a LCT. DOT #3 STONE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 yyyO���oD 0 0 0 0 0 0 0 0 0 0 In °OQ0�0�00 00000�O�0 0000000000000 0000000 p00 12' OR FILTER FABRIC AS REQUIRED Alft\j'TI-TRlACKIl`NlG ATRIVY NOT TO SCALE 1' MIN WOOD CHIPS 1:1 (TYP) , 2.5 MIN FLOW EXISTING GRADE 6' MIN WOOD CHIP BERM. NOT TO SCALE 2-1/2" BIT. CONC. PAVEMENT (MIN.) SYNTHETIC FABRIC FILTER FENCE SUITABLE COMPACTED 1p' 0.c P� SUBGRADE 6" PROCESSED M (� GRAVEL (MIN.) -WOOD POSTS -�SECTION C n' ` / COMPACTED BACKFILL J C CT I O l y V I E W STAKED HAYBALE NOT TO SCALE PAVE TO STREETLINE GRAVEL TRAVEL ° 37. SLOPE MAX. FOR SURFACE < S l0' MINIMUM LIP AT m MAINTAIN 1X" EDGE OF PAVEMENT GRADE � , SEE SECTION VIEW 12"MIN. DEPTH /\ UNDISTURBED .�'� BITUMINOUS GROUND 8' RADIUS CONCRETE EXCAVATE 6" x 6" TRENCH ON ��' (TYP.) UPSLOPE SIDE OF WOOD POSTS SEDIMENT FENCE BACKED BY STAKED HAY BALES TYPICAL DRIVEWAY APRON NOT TO SCALE - NOT TO SCALE 29102 5/%/ 7 DAVID C. McKAY, P.E. LICENSE NO. DATE / 4 4-1 u V ®n 0 4.5 0 CD 06 N ro NIL / 4