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HomeMy WebLinkAboutSubdivision Plan REV 9-29-2017A Q, LW z cca 4 LU LLJ r., Uj u a Z 00 00 cs� ko fl ®e Q M Applicant: Shaven Meaike l 218 Old Slack Point Road N is nti c, CT 06457 ROAD Property I r$ fo : LAKE G� Address.: 45 Oakland_ .Drive ®RIVE Montville Assessor's ID: 051-011-000 0 EAST - Area: 10.45± AcresSheet No.Description Owner: Shawn Meaike OXOBOXO 0 Deed Reference: Volume 621, Page 917 �- c�011 ever Sheet �J 2 Record Subdivison Plan 3 Conceptual Development Plan off► 4 Notes & Details ED Y �. PROJECT LOCATION 1 ,o 'APPROVED BY THE UNCAS HEALTH DISTRICT" oxob oxo Lake UNCAS HEALTH DISTRICT SANITARIAN DATE RIEL P O I N T �� C APPROVED BY THE MONTVILLE INLAND WETLANDS WATERCOURSES COMMISSION" SIGNATURE OF CHAIRMAN OR SECRETARY DATE Location Map 'APPROVED BY THE MONTVILLE PLANNING AND ZONING Scale: 3" i 500' i4w 1 P y COMMISSION" $a 3 ' Z017 SIGNATURE OF CHAIRMAN OR SECRETARY DATE;12 I HAVE CONDUCTED AN ON—SITE SOIL INVESTIGATION OF THE "TO MY KNOWLEDGE A,ND BELIEF THIS MAP IS SUBSTANTIALLY PARCEL OF LAND DEPICTED HEREON. THE WATERCOURSES AND CORRECT AS NATE HEREON." INLAND WETLAND BOUNDARIES AS PORTRAYED ARE AN ACCURATE REPRESENTATION OF THE DELINEATION PERFORMED IN THE FIELD. © 2017 BOUNDARIES LLC THIS DRAWING 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 / DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT LOCATION / N ))iy �" '�� .y- " Z9� i C)Z �� A 700 S hq ,� `� OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC. D IAN A. SORRENTINO, C.S.S. DATE DAVID C. McKAY, ; P,�E: t: LICENSE NO. DATE /�Q N U. FA SE JR., L.S. LICENSE NO. DATE I LU lV/F z w T. Patrick & W. Barry N jF SURVEY NOTESL4 t Town Of 1. THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES Montville CI �O � � S U b� �' C� SECTIONS 20-30081 THROUGH 2o-3ooB-2o AND THE "STANDARDS FOR SURVEYS AND MAPS IN THE �' ,� .� 4658 UJ STATE OF CONNECTICUT" AS ADOPTED FOR USE BY THE CONNECTICUT ASSOCIATION OF LAND o v Property SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A SUBDIVISION PLAN AND CONFORMS TO Sign 'Oakland Drive t HORIZONTAL CLASS A-2 AND TOPOGRAPHIC CLASS T-2 ACCURACY STANDARDS. 1T IS INTENDED TO BE o &Dead End � _ � USED FOR SUBDIVISION PURPOSES. N30'46'01 "E Sign Stop 150,00 -�- Property Comer � .. ; 3'37 ow 2. NORTH ORIENTATION DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN DATUM 1983 (NAD83) BASED � a >_ 3 Z, 33,21' ;7y f / \ ,y8' N11'28'23"W UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS, OBSERVED ON MARCH 2, 2017. �, N/ ®> I F Sign Stop Ahead � ►� 2.49 �! Iron 3. VERTICAL DATUM DEPICTED HEREON IS APPROXIMATE NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88 � ` T. Had 1 e r R=235.00' f �s �; Rod BASED UPON GLOBAL POSITIONING SYSTEM OBSERVATIONS USING GEOIDEI2A ON MARCH 2, 2017. ) M h RecUJ V L=67,47' ► ` I S19'37'24"E 4. ALL SUBTERRANEAN FEATURES AND IMPROVEMENTS MAY .NOT BE DEPICTED OR NOTED HEREON, -, TAN=33.97' I f 67.02' 2,55, _,- a, LU - fl - 16"26'56" I I t 31 5. LAND RECORDS RESEARCH WAS COMPLETED ON MARCH 17, 2017. FIELD SURVEY WAS COMPLETED ON Q 1 \` CHD=67.23' CPl r ► ' f . CP JULY 28, 2017. F CH BRG=N38'59'29"E 4659 ! i f 4896 / t iron Nj . \ i t Ko b 1 u Ck u! Subject ® Pipe 6. INLAND WETLANDS WERE. DELINEATED BY DEMIAN A. SORRENTINO, C.S.S. ON .JANUARY 31 2017. TOTAL J. DanaO . HELI a 1 Rec o ,, �, AREA OF WETLAND/WATERCOURSE ON THE SUBJECT PROPERTY IS 25061± SF (0.58.± AC). 4659S' , � \ � I \ PROPOSED STREETLINE -a Property '�� ,e F \ ► \, \ gyp, 7. RECORD TITLE TO THE SUBJECT PROPERTY MAY BE REFERENCED TO A WARRANTEE DEED FROM T?,\ Iro MARGARET B. HAIGHT TO SHAWN ME41KE RECORDED DECEMBER 07, 2016 iN THE TOWN OF MONTVILLE ®fin Iron Pipe Rec \ I ( \ D ©Iron O+ \ R=235.00' LAND RECORDS VOLUME 621 PAGE 917. �o (See Detail -A")' \ \ + Rod � � TAN=3 . 8. THE SUBJECT PROPERTY IS IDENTIFIED AS 45 OAKLAND DRIVE, TOWN OF 0 ' O E, MONTVILLE ASSESSORS MAP Iron ! Rec ( TAN -33.97 51, LOT 11. Rod \ HELT R=225.00 N/F � o � CHD � 67.23'" 9. THE SUBJECT PROPERTY IS ZONED R 80 IN ACCORDANCE WITH A ZONING MAP AMENDMENT APPROVED Rec \ 4897 L=265.05 - �� CH BRG=N38'59'29"E BY THE MONTViLLE PLANNING & ZONING COMMISSION ON JUNE 13, 2017, HAVING AN EFFECTIVE DATE T TAN= 150.32' Jahr! P. �t-Susan A. + \ d=6729'37" ,rx (Tota!) OF JULY 3, 2017. 3" 8 E�' �Y�� " CHD=249.99' Wronowsk� R-275.00. �,. Volume 536 J Page e 665 L=61.75' f 10. THE SUBJECT PROPERTY MAY BE SUBJECT TO AND/OR TOGETHER WITH, THE FOLLOWING: �h + CH BRG=S53'22' 13 "E 1 t 11 � � f TAN=31.00 NF i � ( j \ i d-12'51 '53° Ko by l u C k A. AN EASEMENT iN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED iN VOLUME Scott Glover , r CHD=6L62 4 , PAGE 321 OF THE MONTViLLE LAND RECORDS (SEE REFERENCE MAP #3). � � � Existing -Pole Line Easement Not to Scale - \ r CH BRG=S80 41'05"E ! f , ,"�\' `(See Survey Notes 10A, lOB & Property Corner B. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED IN VOLUME CP 10C and Reference MOP 43) S u b • p' ct J 43, PAGE 336 DF THE MONTViLLE LAND RECORDS. 4�f1 I 1� �akland r �' It l f CP �'( R=275.00ro C. RIGHTS AS MAY BE DESCRIBED 1N VOLUME 48, PAGE 417 OF THE MONTViLLE LAND RECORDS. HELT L=11 4.17' - - \ .� I TSBi•07 01 E I , I ) 1 4900S TAN=57.92 D. RESTRICTIONS AND COVENANTS AS MAY BE DESCRIBED iN VOLUME 55, PAGE 533 OF THE See Survey Notes ) A=23#47'1 7" MONTViLLE LAND RECORDS. QQ _ _ 1 OA, 1 O & 10C \ 56.30 , � � a r ' -` CHD=113.36' o�`so. \ �,`�`�-�\ /\'' I i MELT, \ CH 8RG=S62721'30"E E. RESTRICTIONS, RiGHTS AND COVENANTS AS MAY BE DESCRIBED IN VOLUME 57, PAGE 279 OF THE N jF °� - --� � \ � \ `�.z.�.....��-�.-..�.�- �:\ --- -N15`44'St "E \ I E 1 4900,110 - -r MONTVILLE LAND RECORDS. / 1 Diane N a Za rk0 \ \ \ ` \ fl F. AN EASEMENT IN FAVOR OF THE CONNECTICUT POWER COMPANY AS MAY BE DESCRIBED iN VOLUME �, A WFC \ \ �� \ \ \ \ �\� \ f 57, PAGE 391 OF THE MONTViLLE LAND RECORDS (SEE REFERENCE MAP #4). i R ,,iron 00 • 5A \ _ ` \ \ \ \ o \\ \ LAND LYiNG BETWEEN THE CENTERLINES OF OXOBOXO _y Rods,` \ \ \ \ ` i , !L CROSS ROAD AND OAKLAND DRIVE AND THE PROPOSED 1 t 11 11. AT A TOWN MEETING HELD ON OCTOBER 9, 1959, THE TOWN OF MONTVILLE VOTED 'TO ACCEPT AND . U \ \ \ \\ \ \ , Iron Rec WF _ _ \ \ \ 1 I , r . t STREETLINE AS SHOWN TO BE GRANTED TO THE TOWN OF Detail MAINTAIN AS A TOWN HIGHWAY A RIGHT OF WAY KNOWN AS OAKWOOD DRiVE LEADING FROM OXOBOXO Qj \ \ \� \ ! s, Rod 1A ;\ \ \ \ \ a \ ' \/ `r`s0 a MONTVILLE FOR HIGHWAY PURPOSES (HATCHED AREA) CROSSROAD TO THE NORTHEASTERLY CORNER OF HOME LOT OF ELKIN AND BESSIE SMITH . OAKWOOD ,/'/Rec \ \ \ \ 1 \ \ ► r'>. 1 AREA: 0.801 ACRES 35, 056± SF DRiVE !S N0 ( ) Not to Scale OW KNOWN AS OAKLAND DRiVE (REFERENCE TOWN MEETING BOOK 4, PAGE 189-190). 12. NO PORTION OF THE SUBJECT PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA (SFHA) \ ` �- / _ \ PROPOSED STREETLiNE AS DEMONSTRATED UPON THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), NATIONAL FLOOD Iron inland Wetland \ \ , __ / `l� INSURANCE PRG •� N/F RRod ec (Pond) / \ �` \ , - / See Survey Notes ----- s I\ , PROGR (NFIP), FLOOD INSURANCE RATE` MAP (FIRM), NEW LONDON COUNTY, \ 1OA, 1 O & 10C Cl rrR=362.52'CONNECTICUT ALL JURISDICTIONS PANEL 327 OF 554 MAP NUMBER 09011 CO327G, EFFECTIVE DATE Nikkolas &Amanda �I I ��. JULY 18, 2011. cL WF / o 4901 ��a, L=73.85' Liggett / / / \, J } \ `- -- -- / � �� sem$ '\ , 1 OA / / \ \ `� / / "%. a>. 0<% I TAN=37.06 10 (13 " hI r fl=11 '40'22" N434702E 73C REFERENCEMAPS20, 00, I CND= 73.73 " \ CH BRG=S39 27 13 E . , Co Arborvitae Row � � \ \ , � � \ � � 1. PLAN OF LAND AT OXOBOXO LAKE, OWNED BY DANIEL POLSKY - SiMON SOLOMON & ELKiN SMITH, U 0 - _ / , I SCALE. 1"_ 80 FEET, DATED: APRIL 1951, LAST REVISED: OCTOBER 1958, PREPARED BY CHANDLER & • �" 4. WF - -- 0' \ j II , PALMER ENG RS. (MONTVILLE LAND RECO '�,\ ! ( RDS MAP FiLE # 177-B AND 178-A) 13A � � � � � �' \ / t�2 / � � \ \ � �( R=363.45 Chain -Link Fence / / / / / ' \ \ l +. , N jF ,..Iron Rod Rei / \ r \ \ '`i� 1 ) CL&P L=75.79 2. MONTVILLE CONNECTICUT MAP SHOWING LAND OF DANIEL W. & MAUREEN A. KOBYLUCK SCALE: 1 "=40' ®` (See Detail B' io co \ \ I TAN=38.03' John P. & Susan A. •- I � fl 1 � � � � M , ` � \ \ � _ j %4902 d=11.56'54" SEPTEMBER 2002, PREPARED BY THOMAS A. BRENNAN, JR., L.S. (MONTViLLE LAND RECORDS MAP FILE C� N /F / f \ f J / / ' I � w� , 1 f \ 430 \ I , l t �%rOCiOWSiCI ! r 5 / 50,00 \ \ Tram CHD-75.66 1865)4-J Nikkolas & Amanda \ ,� �_ f :I " Volume 536 Page 665 �} 31 31 ` / � � � j � � � CH BRG=S39 44 02 E 3. OXOBOXO LAKE, MONTVILLE, CONN., POLE LOCATIONS, THE CONNECTICUT POWER CO., NEW LONDON '1N / Liggett / / S78' I / / \ \ \ f DIVISION, APRIL 16, 1932, SCALE 1 "=8Q', 3233-Q. (MONTVILLE LAND RECORDS MAP FILE J108) CL gg \ . o , \ \ / / C R=300.00' 4. POLE LINE RiGHT OF WAY, MONTVILLE, CT, DANIEL POLSKY AND SIMON SOLOMON, THE CONNECTICUT L=85.46' POWER COMPANY, NEW LONDON DIVISION, 3116153, SCALE: NONE J -53009-M MONTVILLE LAND \( Iron 1 '' - / \ \ RECORDS MAP FILE 38 - Rod � ` � \ � .- � � / \ � , � � ` \ , , � TAN=43.02' � ) �, r > UJ 0 -''"� ' \ i �3Q'- �_ / '� A=16'19'15" . Rec ` ' / / // i --- - / 1 \ I / \ I CHD=85.17' N/F/ // - _ I % �u, sr�;r CL&P CH BRG=S53'52'07"E 8C/ / / / V / co 6' r' 4903 Jeffrey Wolcott �� / j / �' / _ ►� / �s ��s ' r I S62.56'20�E o OWN= �� •� --- F a. ,� LEGEND & Iron O / / / \ Z / / i 1 I 23.40 R=210.00 / / / L=88.22' R=130.00' „ Rad. _ � � � \ \ i '\ � ,, ABBREVIATIONS 1 ' � � � � � / � � I � CP TAN=44.77 " L=68.05' �. Rec \ \ J = TAN=34.82' 4904 A-24 04 10 CHD=87.57®=29'59'28" UTILITY POLE CH BRG=S74'58'25"E CHD=67.27' r / ( + \ (� I CH BRG=S7Z04'03'E CL&P CONNECTICUT LiGHT & POWER / 164,114- S.F.sF.� � \ \ -� i N jF I ( 3.77+ ACRES ' �. HELT HARTFORD ELECTRIC LiGHT & TELEGRAPH 1 I / i .7 S5704 19 E Daniel &Maureen \ i l � � � , Dan j I I ( (Map 55, Lot 11-4) ! , , 1 (! i UPOLE KO b luck � � �-- ._._ 38.69 CP CONNECTICUT POWER \ ` ��� / \ � C � � J ` 38_. � I � � � �� ;r ' � I f ± MORE OR LESS \. 914 �8076� 1I S51 56 07 E N%F � � } � � �� � / .-- i J� %� � 92,192- S.F. ` \ � 1 � _._- � l� � - . , , � I 1f . ' , SQUARE FEET Daniel W. & Maureen \ I l .430 I I I 40.57 cDcDocD STONE WALL { I I - �- 2.12± ACRES / / / / / �` I o - ".�-- ) r r z CP \ A. Kobyluck i ( f // (Map 55, Lot 11-3) � / f / / i 1 � 1 I ' I � 4906 Oo REBAR, IRON PIPE OR IRON PIN Volume 155 Page 724 ! ( 1 / / / \ '0 1 / / --- -� Mon ® POINT TO BE SET N jF I ,1,� ff . I / ,\ _ ! / ) ® I , ORec ANGLE POINT • -430- �\ / .� ' \ '� i I Iron Dani & Maureen / ` I �; ct, �� � / / �� 2/ ` O"3 �� Easement in Favor of I i ® Pi �`, El MONUMENT Kobyluck , ,, \ / / , �ti *� / the Connecticut Power B / , \ / ' 2 / C I Rec Metal Beam MONUMENT TO BE SET 1 � '.•„---" _--�" � \ \ � ,` \ -___ ____ i �. ` � , � / # / / t o ampany � fi,�:. .� � ) Guide Rai! T ,` `` ✓ ` ` . �/ / 85,338_ S.F. I i1 / / / � ((See Survey Note 10F) / r �\ (YP) --420-- EXISTING CONTOUR % \ :��� ��.� / 1.96± ACRES J ( l / - i i / / { LAJ�`` ° \ HELT) / / ) 420 PROPOSED CONTOUR �.� ` \` ` ^ ` -� �-� ` �-- �� . (Map SS, Lot 11-2) / /� /`- / 13.9'± -- % / / ,� 8071 / / i � / �\ \ \ \� ✓, ,- ` - _ _ -- _ --` \ \ \ \ � �� / \ / / �/ , / / �' -, WELL CL \ _ N/F NOW OR FORMERLY 98,758- S.F. DEEP TEST PIT 2.27+ ACRES (Map 55, Lot 11) �s�'f \� �-�'/� / WF ` PERCOLATION TEST 56 FF FINISHED FLOOR SCALE: \ \Ca •� \ ` / Stone Retaining �WaIi e Shed /t�11 / a� i �`\ \ �\ 0 � � � � Bituminous � � c�'�38E r - �o `� ✓ \ \ 420-''-'�, - i / //`` Driveway / /,h� oy' BSMT BASEMENT- = S� -. \ �� ,� \ \ / \, --� \ \ T _ - -_ / /// 410 BR BEDROOM DATE: SOILS L - \ 1 /� \ '� - _ _ �- / / / '�! o Iron 0 �� �~�. / September 2017 t '�` Landscaped -' �' ,�� Pipe 5 �J/ iNV INVERT °o Existing Tree / --- -- __ _ _ ¢ - Rec ` Property Line is 372± Along Line T / - - Northwesterly Edge of Brook TYP TYPICAL 00 Area i I !OB I.D. N0. 38C HINCKLEY LOAMY SAND, 3-15% SLOPES ,38E (yP) �' ' f l �- - - - / \ HELT i 16-2488 410-- ----- ���, - / / , : 8078 I S SLOPE E HINCKLEY LOAMY SAND, 15--45% SLOPES , � / / _ 'a� -�� ,�'' _ ; �� 't \ \ I SAN SANITARY Revisions / ��-'�!`...� o„� �-'r'o Rebar / o NjF _; ` \ ry \ - / P ELEV ELEVATION CANTON AND CHARLTON FINE SANDY LOAMS, Stone Retaining Wall ( I / \ / - '` ( �� Set � John P. & Susan A. Rev. A - Per Staff 62D - p R. `� �`- \ \ _ --- Ir�'� 1'� \, / WF PVC POLYVINYL CHLORIDE - . 15-35% SLOPES, EXTREMELY STONY Wronowskl Comments 9/29/17 U ! Rip -Rap (Typ) \ `� \ x-400 \ o `� fes_ l , _ \ _/ 108 1 \ \ �- ��\ \ o ��' ! ,/ Volume 536 Pa e 665 SCHED SCHEDULE ® 731C CHARLTON-CHATFIELD COMPLEX, f Underground Pet Fence \ \ \ �� ` House / 1 I / Ston_ e g 0-15% SLOPES, VERY ROCKY 20.0',t - \ \ � / ,� , t Fire Pit N j � � \ \, � _\ � - E/T/C - PROPOSED UTILITIES Victoria & o `� 1$ -r GRAPHIC SCALE Concrete Block N7�• \ / 99 • • ( N72•>; , \ \ �3` .� 1 �'1 EXISTING TREELINE 2 HHi 3� 40 \ , 30"'N e� 12 \� cy c % / John S n a rs k i Wall (Fire Pit) ()i 1 •39 Un % / iScrye >> / _'� - oo so 0 50 1 PROPOSED LIMIT OF CLEARING Qo y ® �SuryeJ, C! :�:�8.54' / S12 - 'Closing �% ` WF �' C71 2'g�' ° -- �' cn / 15.0 ± "�\�; os�ng _� �Ney ��9� /� �- c .` BUILDING SETBACK l .-(5 �� 5C Une ` - r J �, LINE N Concrete Pad \� �,� �I J o � ! o .., ��''0�7 �/ N v WF1 C A WETLAND FLAG ° (Water Pump) WF e \ .F �. F�-20.0 ± // = _''=-�- T IN FEET --' Concrete ®�- �-� • Property Line is 120.6 t� 20.0 ±' WF / Bock Wall �. ° 10C t!Sury_ r~:2g7g9' 20C\ i'�. 1 inch = 50 ft~ HNl HAND HOLE IRRIGATION Along High Water Line of y C/Osl r, - ' O _ sig.�„ z / o Iron Oxoboxo Lake n. Crne) ( SHEET r NO. Rod \ Property Line is 110.1'± WF a.. cst Rec - - p- 1 HAVE CONDUCTED AN ON-SITE SOIL INVESTIGATION OF THE �.. Alang Nigh Water Line of Property Lme Is 110,2 t 15C WF _= PARCEL OF LAND DEPICTED HEREON. THE INTERMITTENT "TO MY KNOWLEDGE AND BELIEF THiS MAP IS SUBSTANTIALLY U�u Oxoboxo Lake Along High Water Line of s= 1�►- 25C WATERCOURSES AND INLAND WETLAND BOUNDARIES AS PORTRAYED CORRECT AS NOTED HEREON." --, Oxoboxo Oxoboxo Lake Prop a Line is 280.6 t � �� - ARE AN ACCURATE REPRESENTATION OF THE DELINEATION Along High Water Line of o PERFORMED IN E YIELD. 2097 BOUNDARIES LLC �- c Lake Oxoboxo Lake`' WF O Mei THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY Iron Pipe Rec o 15B PREPARED FOR THE OWNER OF THiS PROJECT, AT THIS SITE, AND IS NOT TO BE (Disturbed) 70010 DUPLICATED OR USED iN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION i �f ! f� 6f1� alK 7__ -- OR OWNER WiTHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC.DE IAN A. SORRENTlNO, C. S. S DATE C U. FA U -i .JR. , L.S. LICENSE N0. DATE GENERAL NOTES 1. BASED UPON THE LIMITS OF CLEARING AS DEPICTED HEREON, THE TOTAL AREA OF DISTURBANCE FOR THIS CONCEPTUAL DEVELOPMENT PLAN IS 107,882± SF (2.48± AC), 2. EXCEPT FOR THE SUBSURFACE DISPOSAL SYSTEM ON SUBDIVISION LOT #4, NO CONCEPTUAL WELL OR SUBSURFACE SEWAGE DISPOSAL SYSTEM IS LOCATED WITHIN 75' OF AN ADJOINING PROPERTY LINE. THE SUBSURFACE SEWAGE DISPOSAL SYSTEM ON LOT #4 IS NOT LOCATED WITHIN 75' OF THE WELL ON PROPERTY N/F DANIEL & MAUREEN KOBYLUCK. IMPROVEMENTS THIS PLAN CONCEPTUAL ONLY AND ARE INTENDED TO DEMONSTRATE DEVELOPMENTi NO ACTUAL CONSTRUCTION IS PROPOSED PLAN. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN DEVELOPMENT REGULATEDANY FUTURE WORK FOR INDIVIDUAL LOT DEVELOPMENT INVOLVING ACTIVITIES REQUIRES REVIEW AND APPROVAL FROMINLAND WETLANDS WATERCOURSES COMMISSION. DEEP TEST PIT RESULTr,.'.', SOIL TESTING WAS PERFORMED ON. 7/14117 AND 7118/17. DEEP TEST PITS #5,6,7,8,10 WERE WITNESSED BY MICHAEL KIRBY, R.S. OF THE UNCAS HEALTH DISTRICT AND DEMIAN A. SORRENTINO, C.S.S. OF BOUNDARIES LLC. DEEP TEST PITS 11,2,.3,4,9, 10A, 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 CLC. TP# i TP#9 PRE-SOAK: 0" - 7" TOPSOIL 0" - 7" TOPSOIL 7" - 28" BROWN MEDIUM. SANDY LOAM 7" - 44 BROWN MEDIUM SANDY LOAM W/ COBBLES 28" - 76" TAN SILTY SAND W1 COBBLES 44" - 64" TAN FINE SILTY SAND W1 STONES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 54" NO GROUNDWATER, LEDGE ® 64". MOTTLING @ 48" ROOTS TO 48" TP#Z TP 10 11:05 0" - 8" TOPSOIL 0" - 7" TOPSOIL 8" - 24" BROWN MEDIUM SANDY LOAM 7" - 35" BROWN MEDIUM SANDY LOAM 24" - 72 BROWN STRATIFIED SAND & GRAVEL W1 COBBLES 35" -- 88" BROWN STRATIFIED SAND & GRAVEL W1 COBBLES NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 47" NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 72" TP#3 TP# 1 OA 8-112" o" - 8" TOPSOIL 0" - 8" TOPSOIL PERCOLATION TESTS WERE PERFORMED BY BOUNDARIES LLC ON 7111117 AND 7128117. P_ 1 ITEM P--3 LOT # 1 P--5 LOT #3 HOLE DEPTH: 28" HOLE DEPTH: 30" HOLE DEPTH: 28" PRE-SOAK: 1 HOUR PRE-SOAK. 1 HOUR PRE-SOAK; 1 HOUR 10:50 1-718" 11:00 2" 12:00 3-314" 10:55 5-7/8" 11:05 4-1/2" 12:05 71' 11:00 8" 11.10 6-314" 12:10 9" 11:05 10" 11:15 8-112" 12:15 11„ 11:10 12" 11:20 9-112" 12.20 13" 11:15 13-1/2" 11:25 11 " 12:25 14" 11:20 14-112" 11:30 12-114" 12:30 14-3/4" 11:25 16" 11:35 13-114" 12:35 16" 11:30 17" 11:40 14" 12:40 17" 11:35 17-314" 11:45 14-112" 12:45 17-112" 8" - 26" BROWN MEDIUM SANDY LOAM 8" - 31 " BROWN MEDIUM SANDY LOAM 11:40 18-314" 11:50 15---114 12:50 18-114" " CP 26" - 74 BROWN STRATIFIED SAND & GRAVEL W1 COBBLES 31" 74" TAN SILTY SAND W/ STONES . 11:45 19 ,a 114" 11:55 1fi" 12:55 18-314N I j 4898 ��k� 1 NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 48 NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50 11:50 20 12:00 16-3/4. 01:00 19--1%4 \ \ 1c ,' a n �� 1 \ _' 12:05 17--112 \ \ j () � TI I I TP#4 TP# 1 12;10 18" DESIGN PERCOLATION DESIGN PERCOLATION -----r _ �` \ \ j ' " " RATE = 5.0 MIN/INCH RATE = 10.0 MINIINCH 1 CP t t D- 8 TOPSOIL 0- 6 TOPSOIL 12:15 18-314 4899 I I HELT » " " _ ,. 4900S 8 - 34 BROWN MEDIUM SANDY LOAM 6 -- 38 BROWN MEDIUM SANDY LOAM P-2 12:20 19-114" P-6 26" - 74" TAN SILTY SAND WI COBBLES „ 38" - 68" TAN SILTY SAND W1 STONES " " OL DEPTH: „ HOLE D P H. 30 DESIGN PERCOLATION HOLE DEPTH: 30 NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 50 N0 GROUNDWATER, NO LEDGE, MOTTLING @ 58 , ROOTS TO 43 PRE=SOAK: 1 HOUR RATE = 6.7 MINIINCH PRE-SOAK: 1 HOUR \ \ \ \ _ \ ' MELT TP J5 TP# 12 „ " ANTI TRACKING 4900 �\ " _ as ,a _ „ 10:52 3-112 P--4 12:02 1-112 \ \ \ \ PAD (TYP) \ ` D" 10�� TOPSOIL 0,. 8 ,, TOPSOIL 10:57 1 S" 12:07 6-3 8" \ HOLE DEPTH: 30 1 10 - 22 „ BROWN MEDIUM SANDY LOAM 8 - 51 BROWN MEDIUM SANDY LOAM 11:00 17-112- PRE-SOAK: 1 HOUR 12:12 8-1 2" \ \ \ \ 22 - 66 TAN STRATIFIED SAND 51 ' - 68 GRAY FIN SILTY SAND / " 1 t " E" 11: 03 18-314 12:17 11-114 WF \ \ \ \ o \ \ 1 \ 66 - 85 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, MOTTLING C� 51 ,ROOTS TO 51 11:06 19--112" 11:03 3-112" 12:22 13" \ \ ---�= \ \ \ 1 �' \ \ k NO GROUNDWATER, NO LEDGE, MOTTLING ® 66'; ROOTS TO 66" » 5A \ \ ` - - fl t I 11:09 20 11:08 8 12:27 15 �_ \ \ `� ` \ \ , 'd- \ \ - t , it • - - _ - - - - - - - - T(--# 13 - - 11:12 20-112ra 11:13 10-112„ 12:32 16-3/4" \ j `,� TP# 0„ _ 7» TOPSOIL 11:15 21-1 /4" 11:18 13 12:37 18-112» ` I 1 0 - 8 TOPSOIL 7" - 29" BROWN MEDIUM SANDY LOAM \ ' \ ��\ 11:18 21-3/4" 11:23 15" 12:42 19-3/4„ \ \ \ \ \ a \, I ! 8 39 �� BROWN MEDIUM SANDY LOAM 29" - 62" BROWN STRATIFIED SAND & GRAVEL W/ COBBLES 11:21 22-1/4- 11:28 16-112„ 12:47 20-314" 39 90 TAN SILTY SAND W1 COBBLES �j NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 46 11:24 22-718 11:33 17-112 12:52 22" NO GROUNDWATER, NO LEDGE, N0 MOTTLING, ROOTS TO 65 11:27 23-114" 11:38 18--112"' 12:57 23" TP# 14 11:30 23-112- 11:43 19-1 4" 01:02 24" � I � \ \ •',\ � � `' �,, � \ -- � ' ; .= � TP % o" - 5" TOPSOIL •323-718"/ � / �� i j 7t 11.3 11,48 20 Inland Wetland / 1641114± S.F. �: \ / �--~- I 0" - 6" TOPSOIL 5" - 55 BROWN STRATIFIED SAND & GRAVEL WI COBBLES 11:36 24-114" 11:53 21 DESIGN PERCOLATION (Pond) F 3 , % %± A� R ES ( \ `� \ / , 6" - 26" BROWN MEDIUM SANDY LOAM NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 24" 11:39 24-314" 11:58 21-314" RATE _ 5.0 MIN/INCH o 26" - 68" TAN STRATIFIED SAND W/ STONES 11:42 25-114" 12:03 22" o u \ _ ! 68 - 89 GRAY FINE SILTY SAND 2 1 " " `e• � / � �- \ � � >- `� � ---_ / 1 � 11:45 5-1 2 12:08 23-1 2 "WF �� / / / \ 1 ¢ < r __ / \ NO GROUNDWATER, NO LEDGE, MOTTLING @ 68'; ROOTS TO 68" 11:48 25-3 4" 12:13 24" / , / Uz �-- ` / 11:51 26-114" 1218 24-314 TP#g O" - 8" TOPSOIL DESIGN PERCOLATION DESIGN PERCOLATION 8IJ- 38$3BROWN MEDIUM SANDY LOAM RATE = 6.0 MIN INCH RATE = 6.7 MIN /INCH 38 72 TAN STRATIFIED SAND & GRAVEL 72 84 GRAY FINE SILTY SAND NO GROUNDWATER, NO LEDGE, NO MOTTLING, ROOTS TO 64"' WF' / / / / / - - - 1 t 92,192± S.F. \ , /13A/ / _ 2.12± ACRES , � \ \ I 4902 I� v - � � � _-TTrall -+ I PAVED APRON TO STREET UNE TYP UNDERGROUND UTILITIESTYP ( ) GARAGE - , 433.0 1. PROPOSED 4 -BR t / " / k� i 14903 RESIDENCE /FF 434.50 s ZONING COMPLIANCE TABLE, -80" DISTRICT ITEM REQUIRED LOT # 1 LOT #2 LOT #3 LOT #4 MINIMUM LOT AREA 80,000 SF 98,758 SF 85,338 SF 92,192 SF 164,114 SF MINIMUM LOT FRONTAGE 160 FT 272.81 FT 299.65 FT 236.67 FT 550,79 FT MINIMUM FRONT YARD 50 FT 249.6 FT 137.1 FT 245.4 FT 239.6 FT MINIMUM SIDE YARD 20 FT 66.2 FT 22.0 FT 21.5 FT 22.4 FT MINIMUM REAR YARD 50 FT 54.8 FT 187.9 FT 270.6 FT 369.4 FT MAXIMUM BUILDING HEIGHT 30 FT <30 FT <30 FT <30 FT <30 FT WATER SUPPLY PRIVATE WELL SANITARY SEPTIC SANITARY DESIGN CRITERI & MLSS CALCULATIONS / BSMT 425.50 S ` \ '. w / / - - I I \ L SEDIMENT FENCE BACKED 1 1 r �; PROPOSED WITH HAY BALES (TYP), ` \ ++'• ( (- DECK i WELL (TYP) �` / CP D t LI -- - -- _ 4904 L \ t C SEPTIC TANK (TYP) r k I 11 / / / \ w �,�.� �- �h + , H \ \ 85,338± S.F. Goraye ' i ` / -: -,, 1.96_ ACRES \ , TPj4 �, i - UPOLE ILII 1`C � L 1 ` P-2 1 - GARAGE l 1 l N l i PROPOSED 4 BR--�----' 436.5 \ f \ RESIDENCE j / ': �` �' ` / ,�/ q, j P �p#3 - FF 438.00 - \ TP 12 j J L 8076 Ok TP 1 BSMT 429.00 1 --�` D a 30 # i ) / I SEDIMENT FENCE OR WOOD P-1 j / , TP#9 / T 1 j i \ J I ; W CHIP BERM (TYP) t I I I i / ` ` L _ BECK �\ ` j 1 / _ r- /CP 4906 i TPJ2 RESERVE SUBSURFACE l �' - -� TP 10A -- - - \4 I / I \ SEWAGE DISPOSAL ! I / \ ! - - P-6 SYSTEM AREA (TYP) I I / / > \ TP#16 3° s'' Li \ PRIMARY SUBSURFACE , TP 11 ' 1 - f s / 4 SEWAGE DISPOSAL , ` 1 / / / 18 H SYSTEM AREA (TYP) \ \ \ \� _ LIMIT OF CLEARING (TYP) , F �, \ \ - �' \ \ \ d►1 98,758± S, F. _ GARAGZE +J� ryJ7ACRES {/� (\� / M 434. J / ,> Q \ 2 , 2 I ± A V R E S \ \ \ \ \ \ �- \ ,,.� • \ - \ HELT M \ TP #8 / -� \ \ ` ,�" / / TP# 13 8077 Approx. Subsurface \ \ \ \\\ f -� \ _ • , • P-4_ /� '�O TP#14 / / / Sewage Disposal \ \ \ \ \ \ \ _- -/ ; •. \ ' \ PROPOSED 4 -BR / ' / (\ / / L Q \ \ _ _ _ /"� 1 \ \ \ -RESIDENCE / / � System Location ` \ \ \ \ \ --�'A _ \ 20 ,: TP % - ,- \ �J \ •. \ \ FF 435.80 / ^�2� P \\ \ \\\ �� // �- �\ • ;, - \ \ `\�Fck BSMT 426.80 / % / j ��// / / �, / y D LU X 5B \ \ / /' �� \ \ � �. � \ -� �- ---- �\ � �. -' -\ \ \\\ _ -� \ - _-•,.. ,, / � // -' � ��. Shed / ; ,L � \\ \ \ \\\ �, i -� . \ \ \ TP#10 • R••., __ `� /i ///,,f� ^ Bituminous i / �---- - / �� c N �� \\\ \\ % l r ` �'°� \ ' �' \ \ \ \ ¢20-' \_ �/� // /�''/ /' 410�� Driveway / Cly . 1 / \- / j ndscaped Q ! L w Area r 4 �'- \\\ r I ) ` / � \ _�-- -- /�HELT P / / -410 �-� /� �- 8078 ) D -- - Approx. Well / , 41 House Location D O r \ �'� -- \ \ s, - _ \ - \ F l o� GRAPHIC SCALE __ \ \ �� �` '-� _ 400- \ \ - ' \ \ \ \ - -� o� ,� \, - _ \ 10B M COD 0 House Approx. Well ko \ \ _. ,� 3 Location SEE SHEET 2/4 FOR LEGEND ( IN FEET) \ -_� r AND ABBREVIATIONS �`" WF © 5C 0 2017 BOUNDARIES LLC \ ��� - _ / / ' „ %r t1 L WF-. �Q; \ � �: / Approx. Septic I i' rn THIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY 1 C --._ i --- -- , r � .� � � � � Location tq­ ,j PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE -� °" ` W F W F -/ � DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION " OR OWNER WITHOUT THE EXPRESSED WRITTEN CONSENT OF BOUNDARIES LLC, `- U _. 10C 20C r Ci DAVID C. MCKAY, P.E LICENSE N0. DATE ca; OT #1 VSTING 3 -BEDROOM HOUSE ESIGN PERCOLATION RATE = 1.1-10.0 MINUTESIINCH ACHING AREA REQUIRED = 495 SF EFFECTIVE ODE -COMPLYING DESIGN: 1,000 (MIN) GALLON SEPTIC TANK, 1,000 GALLON PUMP HAMBER WITH 2" SANITARY FORCE MAIN AND ONE ROW OF 45' OF 36" WIDE, 18" IGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE ACHING AREA PROVIDED = 495 SF EFFECTIVE (45 LF X 11.0 SF/LF = 495 SF) LSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" oT 12 ROPOSED 4 -BEDROOM HOUSE -SIGN PERCOLATION RATE = 1.1-10.0 MINUTES/INCH EACHING AREA REQUIRED = 660 SF EFFECTIVE ESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' IDE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY 2" OF APPROVED STONE AGGREGATE ON ALL SIDES EACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF/LF = 680 SF) 00% RESERVE AREA PROVIDED (ONE ROW OF 96' OF 24 HIGH, 4' WIDE, 8' LONG )NCRETE LEACHING GALLERIES) lNIMUM LEACHING SYSTEM SPREAD (MLSS) CALCULATION YDRAULIC GRADIENT = <1 _PTH TO RESTRICTIVE LAYER = 48" YDRAULIC FACTOR = 36 LOW FACTOR FOR 4 BEDROOMS = 2.0 -RCOLATION FACTOR FOR 5.1 - 10.0 MINIINCH = 1.2 _SS REQUIRED = 86.4' _SS PROVIDED = 101, OT 3 ROPOSED 4 -BEDROOM HOUSE -SIGN PERCOLATION RATE = 1.1-10.0 MINUTESIINCH EACHING AREA REQUIRED = 660 SF EFFECTIVE ESIGN. 1,250 (MIN) GALLON SEPTIC TANK AND ONE ROW OF 96' OF 24" HIGH, 4' DE, 8' LONG CONCRETE LEACHING GALLERIES (101' TOTAL LENGTH) SURROUNDED BY 2" OF APPROVED STONE AGGREGATE ON ALL SIDES EACHING AREA PROVIDED = 680 SF EFFECTIVE (100 LF X 6.8 SF/LF = 680 SF) 009. RESERVE AREA PROVIDED (ONE ROW OF 96' OF 24" HIGH, 4' WIDE, 8' LONG ONCRETE LEACHING GALLERIES) LSS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60- )T 4 ROPOSED 4 -BEDROOM HOUSE -SIGN PERCOLATION RATE = 1.1-10.0 MINUTESIINCH LEACHING AREA REQUIRED = 660 SF EFFECTIVE ESIGN: 1,250 (MIN) GALLON SEPTIC TANK AND AND ONE ROW OF 60' OF 36" WIDE, 8" HIGH MANTIS 536-8 WITH TOP DISTRIBUTION PIPE EACHING AREA PROVIDED = 660 SF EFFECTIVE (60 LF X 11 SF/LF = 660 SF) OOq RESERVE AREA PROVIDED (ONE ROW OF 60' OF MANTIS 536-8) '_SS NOT CONSIDERED, DEPTH TO RESTRICTIVE LAYER GREATER THAN 60" "TO MY KNOWLEDGE AN BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED I AEON. " I� 4U,Li3a_ JR. L. S. 70016 -7 /r7 LICENSE NO. DATE SCALE: 1t1 - 40' DATE: September 2017 JOB I.D. No. 16-2488 Revisions Rev. "A" - Per StafF Comments 9/29/17 f 4 � � r ffa f. f t s SCALE: 1t1 - 40' DATE: September 2017 JOB I.D. No. 16-2488 Revisions Rev. "A" - Per StafF Comments 9/29/17 NARRATIVE THIS PLAN SET DEPICTS THE SUBDIVISION OF A 10.451 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 12 (1.96± ACRES), 13 (2.12± ACRES), AND #4 -(3,77± ACRES) WILL BE NEW LOTS TO BE DEVELOPED FOR NEW SINGLE—FAMILY RESIDENTIAL USE. SHEET 3/4 DEMONSTRATES DEVELOPMENT FEASIBILITY FOR SINGLE—FAMILY RESIDENTIAL USE, INCLUDING FEASIBLE LOCATIONS OF DRIVEWAYS, UTILITIES, HOUSES, WATER SUPPLY WELLS, SEPTIC SYSTEMS, CONCEPTUAL SITE GRADING AND SOIL EROSION & SEDIMENT CONTROLS. DEVELOPMENT DEPICTED BY THIS PLAN IS CONCEPTUAL ONLY, AND NO ACTUAL CONSTRUCTION IS PROPOSED BY THIS PLAN. ACCORDING TO THE UNITED STATES DEPARTMENT OF AGRICULTURE (USDA), NATURAL RESOURCES CONSERVATION SERVICE (NRCS) WEB SOIL SURVEY FOR THE STATE OF CONNECTICUT, THE SOILS LOCATED UPON THE SUBJECT PROPERTY CONSIST OF: 38C HINCKLEY LOAMY SAND, 3-157a SLOPES 38E HINCKLEY LOAMY SAND, 15-457. SLOPES 62D CANTON AND CHARLTON FINE SANDY LOAMS, 15-357. SLOPES, EXTREMELY STONY 73C CHARLTON—CHATFIELD COMPLEX, 0-15% SLOPES, VERY ROCKY INLAND WETLANDS AND WATERCOURSES LOCATED UPON THE SUBJECT PROPERTY WERE DELINEATED BY DEMIAN A. SORRENTINO, CERTIFIED SOIL SCIENTIST. THERE ARE NO ACTIVITIES PROPOSED WITHIN A WETLAND OR WATERCOURSE, AND NO REGULATED ACTIVITIES PROPOSED WITHIN THE 50' REGULATED AREA. OPERATIO"' & MAINTENANCE OF EROSION CONTROLS FOR TYPICAL LOT DEVELOPMENT NO CONSTRUCTION SHALL PROCEED UNTIL PROPER SEDIMENTATION AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED AS THE SEQUENCE OF CONSTRUCTION NECESSITATES. ALL TEMPORARY FILL, STORAGE OR STOCKPILE AREAS SHALL BE PROPERLY STABILIZED TO PREVENT EROSION AND SUITABLY CONTAINED TO PREVENT TURBID RUNOFF. ALL AREAS AFFECTED BY TEMPORARY FILLS MUST BE RESTORED TO THEIR ORIGINAL CONTOURS, AND REVEGETATED WITH SUITABLE VEGETATION PRIOR TO THE COMPLETION OF CONSTRUCTION. THE USE OF TEMPORARY FILL AND/OR EXCAVATION SHALL BE MINIMIZED TO ONLY THAT AREA REQUIRED TO PERFORM THE WORK. DUMPING OF OIL OR OTHER DELETERIOUS MATERIALS ON THE GROUND IS FORBIDDEN. THE DEVELOPER OR CONTRACTOR SHALL PROVIDE A MEANS OF CATCHING, RETAINING AND PROPERLY DISPOSING OF DRAINED OIL, REMOVED OIL FILTERS, OR OTHER DELETERIOUS MATERIAL FROM EQUIPMENT USED ON. SITE. VEHICLE MAINTENANCE SHALL BE COMPLETED . OFF SITE TO THE MAXIMUM EXTENT PRACTICABLE. ALL OIL SPILLS SHALL BE IMMEDIATELY REPORTED TO THE DEPARTMENT OF ENERGY AND ENVIRONMENTAL PROTECTION/HAZARDOUS MATER14LS OFFICE. FAILURE TO DO SO MAY RESULT IN THE IMPOSITION OF FINES UNDER THE APPLICABLE CONNECTICUT GENERAL STATUTES. EVERY PRECAUTION SHALL BE USED DURING CONSTRUCTION TO PREVENT AND MINIMIZE THE DEGRADATION OF THE 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 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 ENTER OR EXIT THE SITE AT' LEAST ONCE EVERY SEVEN CALENDAR DAYS AND WITHIN 24 HOURS OF THE END OF ALL RAW EVENTS WITH 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 CWP 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 MONTVILLE, 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 0 OF THE LAND IS TRANSFERRED TO A THIRD PARTY. ui k6 r CU N i W Q O 2017 BOUNDARIES LLC rn QTHIS DRAWING IS THE PROPERTY OF BOUNDARIES LLCAND HAS BEEN SPECIFICALLY PREPARED FOR THE OWNER OF THIS PROJECT, AT THIS SITE, AND IS NOT TO BE 0: DUPLICATED OR USED IN PART OR WHOLE FOR ANY OTHER PURPOSE, PROJECT, LOCATION U OR OWNER WITHOUT THE EXPRESSED WRITTEPI CONSENT OF BOUNDARIES LLC. r EROSION CONNOTES FCS TYPICAL L DEVELOPMENT 1. THE RESPONSIBLE PARTY FOR THE INSTALLATION AND MAINTENANCE OF ALL EROSION CONTROL MEASURES 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 COUNCIL ON SOIL AND WATER CONSERVATION_ IN COOPERATION WITH THE CONNECTICUT DEPARTMENT OF ENVIRONMENTAL PROTECTION, DEP BULLETIN 34, SHALL BE REFERENCED FOR PROPER METHODS OF INSTALLING AND MAINTAINING ALL EROSION CONTROL MEASURES. THE CONTRACTOR SHALL INSTALL ADDITIONAL MEASURES AS NECESSARY IF DIRECTED BY THE ENGINEER OR TOWN OF MONTVILLE STAFF. 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, APPLY TEMPORARY MULCH UNTIL THE NEXT SEEDING TIME. SEED MIXTURE SHALL BE AS FOLLOWS. ALL 2:1 SLOPE AREAS CROWN VETCH 15 LBS/ACRE OR 0.35 LBS/1,000 SF PERENNIAL RYEGRASS 10 LBS/ACRE OR 0.25 LBS/1, 000 SF ALL OTHER GRASSED AREAS KENTUCKY BLUEGRASS 20 LBS/ACRE OR 0.45 LBS/1,000 SF CREEPING RED FESCUE 20 LBS/ACRE OR 0.45 LBS/1,000 SF PERENNIAL RYEGRASS 5 LBS/ACRE OR 0.10 LBS/1, 000 SF MULCH SHALL BE A GOOD QUALITY HAY OR STRAW AND SHALL BE APPLIED AT A RATE OF 100-200 BALES PER ACRE 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 JTO INSURE COMPLIANCE WITH THE APPROVED SOIL EROSION AND SEDIMENT CONTROL PLAN. COIRNISTRUCTION SHIE"CE FOR TYPICAL LOT DEVELOPMENT 1. SECURE ALL NECESSARY LOCAL, STATE AND FEDERAL PERMITS. 2. INSTALL ANTI—TRACKING PAD AT CONSTRUCTION ENTRANCE: 3. CLEAR ALL VEGETATION WITHIN THE PROPOSED DEVELOPMENT AREA. 4. INSTALL EROSION CONTROL MEASURES DOWN GRADIENT OF THE PROPOSED CONSTRUCTION AREA AT THE LOCATIONS SHOWN. 5. GRUB VEGETATION AND REMOVE FROM SITE. STRIP TOPSOIL AND STOCKPILE FOR FUTURE REUSE, SURROUND STOCKPILE WITH SEDIMENT FENCE AND SEED FOR TEMPORARY STABILIZATION. 6. BEGIN EARTHWORK ACTIVITIES FOR DRIVEWAY, HOUSE AND SUBSURFACE SEWAGE DISPOSAL SYSTEM. 7. INSTALL BUILDING FOUNDATION AND CONSTRUCT BUILDING. 8. INSTALL WELL, SUBSURFACE SEWAGE DISPOSAL SYSTEM AND UTILITIES. 9. ROUGH GRADE DRIVEWAY TO SUBGRADE ELEVATION. PLACE AND COMPACT PROCESSED GRAVEL_ , TRAFFIC BOUND GRAVEL SURFACE. INSTALL PAVED APRON PER TOWN REQUIREMENTS. 10. INSTALL LANDSCAPING AND IMMEDIATELY LOAM ALL DISTURBED AREAS WITH 4" MINIMUM OF TOPSOIL, SEED AND MULCH. 11. AFTER ALL AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE EROSION CONTROL MEASURES. FILTER FENCE G 10 r?.) M� OMPACTED BACKFILL EXCAVATE A 6„ TRENCH !' FLOW V -- EXISTING GRADE 12" MIN. DEPTH UNDISTURBED GROUND SEDIMENT FENCE DETAIL NOT TO SCALE PAVED APRON 50' 7>�-04 » 6 '—CT DOT #3 STONE TER FABRIC AS REQUIRED a� ANTI-TRACKING PAD AT DRIVEWAY NOT TO SCALE GRADE / \ / 12 MIN. DEPTH � /\ UNDISTURBED GROUND EXCAVATE 6" x 6" TRENCH ON UPSLOPE SIDE OF WOOD POSTS SEDIMEiNT FENCE BACKED BY STAKED HAY BALES NOT TO SCALE 2-1/2" BIT. CONC. PAVEMENT (MIN.) SUITABLE COMPACTED SUBGRADE 6" PROCESSED GRAVEL (MIN.) SECTION VIEW NOT TO SCALE PAVE TO STREETLINE GRAVEL TRAVEL 37. SLOPE MAX. FOR SURFACE 10' MINIMUM — 1.,r ,.� MAINTAIN 1 j4" LIP ATAl It JI! EDGE OF PAVEMENT .l+,,IV SEE SECTION VIEW BITUMINOUS 8' RADIUS CONCRETE �2 p� (TYP.) TYPICAL DRIVEWAY AIPRON_ NOT TO SCALE z.., 291029%f az-Z - .. 11 - -- _'e� DAVID C. MCKAY, A.E., ' LICENSE NO. DATE II 4 eu ® u 0 C C0 u onoom (so To 00 4-J W C CLs� ®. II