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HomeMy WebLinkAboutPlan (Subdivision)OWNER WALTER N. WAINRIGHT, JR 149 GREAT NECK ROAD WATERFORD, CT 06385 APPLICANT SUNMAR / RAF BUILDERS, LLC 511 MOHEGAN AVENUE PARKWAY QUAKER HILL, CT 06375 PROPERTY INFO: ADDRESS: 1100 EAST LAKE ROAD MONTVILLE ASSESORS MAP 7 -LOT 32 AREA: 72.39 ACRES OWNER: WALTER N. WAINRIGHT, JR DEED REFERENCE: VOLUME 633 -PAGE 170 ADVANCED SURVEYS, LLC. N 25 Apple Lang, Colchester CT. 06415 W O E Phone &Fax (860) 267-5979 i S SUBDIVISION PLAN PREPARED FOR SUNMAR,/RAF BUILDERS, LLC 1 100 EAST 'LAKE RD MONTVILLE, CT OCTOBER 2019 a aonomo. D � r 8s - TURNER - PROPERTY —� Tom OF �ATEg�ORD KEY MAP SCALE: 1" = 1000' I HAVE REVIEWED THE SUBJECT PROPERTY AND AFTER A CAREFUL INSPECTION I HAVE DELINEATED THE INLAND WETLANDS & WATERCOURSE S SHOWN ON THIS PLAN. ARK H. SULLIVAN, C.P.S.S. DATE SHEET NO. 1 2 3 4 5 6 7 p 'T� �"A BELIEF THIS MAP IS SUBSTkNTLk LLY CDRRECT �o i iL S XOTW. HEREON. NO VALID WITHOUT A L5 -E SIG ATURE / EAL F TRVEYOR HEREON, RICHARD A. DESCHAMPS L. S. "0019 DATE DESCRIPTION COVER SHEET BOUNDARY - LOT LAYOUT & TOPOGRAPHY CONCEPTUAL DEVELOPMENT PLAN - LOTS 1,293,4 CONCEPTUAL DEVELOPMENT PLAN - LOTS 5,6,7,8 CONCEPTUAL DEVELOPMENT PLAN - LOT 9 NOTES - DETAILS - E & S CONTROLS SOILS DATA & SANITARY INFORMATION APPROVED BY THE TOWN OF MONTVILLE PLANNING & ZONING COMMISSION CHAIRMAN OR SECRETARY DATE APPROVED BY THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSE COMMISSION CHAIRMAN OR SECRETARY DATE APPROVED BY THE UNCAS HEALTH DISTRICT SIGNATURE DATE DATE OF COMPLETION OF ALL WORK SIGNATURE DATE PASSIVE SOLAR ENERGY TECHNIQUES AS.PRESCRIBED BY LAW HAV BEEN CONSIDERED IN DEVELOPMENT OF THIS PLAN SIGNATURE DATE LINE BEARING ZONING COMPLIANCE TABLE - WRP-160 DISTRICT Ll S 06°10'27" E 30.00' L2 I rmm REQUIRED LOT #32-1 LOT #32-2 LOT #32-3 LOT #32-4 LOT #32-5 LOT #32-6 LOT #32-7 LOT #32-8 LOT #32-9 LOT AREA 160,000 S.F. 195,030 SF +/- 160.274 SF +/- 169,708 SF +/- 169,454 SF +/- 170,400 SF +/- 212,823 SF +/- 226,134 SF +/- 175,339 SF +/- 217,085 SF +/- LOT FRONTAGE 200 FT. 202.39 FT. 207.49 FT. 201.05 FT. 200.58 FT. 200.40 FT. 250.74 FT. 263.54 FT. 205.87 FT. 51794 FT. FRONT YARD 75 FT. 90'+/- 82"+/- 87'+/- 102'+/- 115'+/- 182'+/- 90'+/- 88'+/- 85'+/ - SIDE YARD 30 FT. 62'+/- 35'+/- 43'+/- 46'+/- 48'+/- 37'+/- 98'+/• 52'+/- 35'+/ - REAR YARD 75 FT. 400' + 400' + 400' + 400' + 400' + 400' + 400' + 400' + 400' + BUILDING HEIGHT 35 FT. 26 FT. 26 FT. 26 FT. 26 FT. 26 FT. 26 FT. 26 FT. 26 FT. 26 FT. LINE BEARING DISTANCE Ll S 06°10'27" E 30.00' L2 S 83°15'08" W 14.04' L3 N 49°09'33" W 52.07' L4 S 87°20'13" W 43.58' L5 S 49°09'33" E 96.91' L6 N 83°15'08" E 26.96' L7 S 87°20'13" W 49.26' L8 N 06°10'27" W 135.46' L9 N 04°04'15" W 85.70' LIO N 04°04'15" W 30.04' L11 S 88°46'40" W 15.23' L12 N 20°32'07" W 154.47' L13 S 87°20'13" W 31.52' L14 S 20°32'07" E 185 42' L15 N 88°46'40" E L1b S 87°20'13" W S 28°15'51" E 46.25' SNRT S 07° 12'26" E _ - X40 159.62' SNET 320 - ' _ - \ - i LAND LYING BETWEEN THE PROPOSED STREETLINE AND THE CENTERLINE OF EAST LAKE ROAD TO BE DEEDED TO THE TOWN OF MONTVILLE FOR ROAD PURPOSES S 02°09'00" W (AREA "A" -12,300 S.F.} 130.51' STONEWALLS AND VEGETATION IN THIS AREA IS TO BE REMOVED G OR T �[ , 3 #2 1 _ r LAND LYING BETWEEN THE PROPOSED STREETLINE AND ' - l '-- ` V - THE CENTERLINE OF EAST LAKE ROAD TO BE DEEDED - / r Y - �(\ 25.0 ` ~ ~ SNET S 04°04' 15" E EN ALONG TO THE TOWN OF MONTVILLE FOR ROAD PURPOSES /'\ ��� , // --J ( \� 2639 �2 133.09' OF OAD (AREA "B" - 16,129 S.F.t} '` /i //" / ` , / /' /rte i / � STONEWALLS AND VEGETATION IN THIS AREA IS TO BE REMOVED \ \S � / , / I / /' ! 1 ( l RSC �:' • / J / /' I / J I ' \ sNET s o7°04'01" E / 3Q0 / / \ to _ \ # 642- I /// ` j / !/ / `/ /J,/ /( *Y =`_ 1 - 2638 250 74' f\ L_ �\ / , / // 1 ( I ! 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"I !// I t t / t #( ! i t ( \ \ \ / � - \� / \ t I I t \ \ - -__ -- __- _ \, \t _/--\ `N-0 a / \ _ \ \ \ \ WALTER N. WIGHT JR \! ( I .; / / , ( ( \ I I I ('`' :: / r / t \ r \ \ r # t ( I i \ t \ \ I \ , - - _ - - . - - - 3 Sl, - - ~ `' ,^ `� 149 GREAT NECK ROAD , f ., l l r v v v I / i v v r I / ' 1 1 r -• 1 v v v v vv v 1 I v - - '- _ - - - - - - - - v ' `` ' Z0 /v _ v _ � -_ ,� \ \ \\ \t \ I / , ) i �} \ I \ \ \ \` / \ r \_ \-\ / 0,4 I 1 - - i ,f, ! r I I \ \ t..._/ t / / i I i \ \ \ \ t t_.. I I ^ \ \ \ \\\�? r \ \ \ \ / r-) \\ r _ r --- ,_ -.i-"-..yam----\.--.ter- \ '`, �, /\� - ._.-'�_ \ , 7 - ~- \ \\ WATERFORD CT 06385\ \ 1 \ t t , ,�- - \ \ \ ✓ \ \ - - - \ \ - / - \ \ \ /�\# l° t # / \\'(\ \\ ! L, 1 ( I \ ' \ I I i # t \ I t \ ! \ \ --- \ \ \ \ \ / / , _ - _ - _ - �( r - ({ , `� # / 1 X \ \ 1 1 \ \ \ \ \ \ i \ l \ \ \ / �_ - \\\ \ \ \\ \ \___/'// I- y- ---- /� `\----. --%/\� ��' /'/ /- /' "3° t ~\-n,� /\ \\ o t tt °\- \i �+ \- � �/ \ :-��_ t \ ) - _ - - - - - - y - \ ""� _ s 2 ~ , ~ ~ I\L07 47 52 E ) r NOTES. ( { , ��� i t \ ( ( \ \ t\ \ I\ / ~/ I C \ \ } \ t \ t \ ( } 1 I \ i } ( ~-__ \ \\ \ \ \, \\\ r �f f.; - /` \--..- -�_-� I ��/ 484- \\ \ � t1 \; \ \ \ \ \\ \\ \ \\`\ 1 \ ( I i S 1 \ \\\ `- /� - J \ ,- -�✓-/` -- _ \_ - ''-rr / } �►\ r \ t \J '�' ~ ~1 \ \ \ \ \ i \ - \ I t t t 621.. \ \ \� -� ~ - - �- j` -17 0 t 145.'8--9 �y 1 I i \ \ \ \ \ \ \ 1 1 t 1 \ \ I \ \ \ \ \ \ \ \ ~ \ - - - - - - \ / ,j r --- `�-1 \.,- \ "• -- / / \ � ^ \ \ l . THIS SURVEY HAS BEEN PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT \ \ ! t \ \ \ \ \ \ \ \ \ \ ~ , , / / /-' _ _ / - r / ) \ / STATE AGENCIES SECTIONS 20-300b-1 THROUGH 20-300b-20 AND THE STANDARDS I \ t, ,> , , t I t \ \I 11t �. t # t .. \ 1 i \ \ \ \ \ ` \�, \\ \ `_ `\ _ _ 2_ (� - \ \ \ _ _ - _ _ _ _ \- / "' - \, f\ /\ - ~ , / -,- \ \ - \ ` FOR SURVEYS AND MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE 1 } r \ / i # I \ ` _ \ J (- \ ( \ \ \ \ \ \ \ `\ \ , ` - \ ` t `\ - _ _ _ _ - ' ~ -' t ' / - \ \ I \ CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26,1996. IT / \ 1 1 ( \ } 1 \ ` \ - - ` ` _ \ ` _ _ _ ` - - - - \ _ _ _ _ - / - - - \ \ } I f ! # ( I I \ 1 \ l - \ 1 \ \ \\ \ \ \- \ \ \- _\ \ .•-. -J /- \\ \ \ \ r / r� \ ~\ -\ \ // '- \ � \� �, / \ IS APROPERTY SURVEY BASED ON A RESURVEY AND CONFORMS TO HORIZONTAL / \ ,' ' \ \ \ \ / �' ) I ( t \ \ \ ` \ \ \ \ \ \ \ - \ \ _ �E �_ _ YEIII� 'EQ-_ -- - - ~ - \ - - ` \ _ - M _ - / - - \ ' \ ) / - t N 78°57'4_7" �\ - ` ACCURACY CLASSA-2. � \ \ \\ \ \ i / / / // \ i \ \ \-�_ \ \ \ \\ �_ \ \ \_ \���[�f��T (� �J "��_�'- _,- ,,,, �--- __- % � ` 40.05 ---�,_ \ \ \ ( '.\' \ \# I ( I r /' / \ ( -,. \ \ \ - .-- -� \ \ ` \ \ \ ~ -- . \ \ \ \ \ \ \ \ \ \ \ '- \ _ '` fkMUB O1 V -90CM Y -CC , , '- , -' ^ ` \ - _ - � .- _ � _ ` -. \ ' ..- / ' ` - r - ` \ Jr V - - , 1 `(, \ ` _ ' / �' i- \ 1 \ \ \ / \ \ I / 2. FOR SUBJECT PRO R \ \ ` i'. \ ! t I l / J �\ \ / \--_ \ \ \ __ \ _ \__` -\, _ ': �\ \. \ \ - ` \ - \_� , ' ` ` \ \ \ THET 'T�SFCA��IEECTI Il \- - \ , �J55°Ql'I5"- �\ PE TIES REFERENCE IS MADE TO THE TOWN OF MONTVILLE LAND /I�\ \ \ \ i I I / -' r\\--'_ - _ \ \ \ \ \ \ _ ~ _ - - - -,_ \ \) - f\I ` RECORDS VOLUME 633 -PAGE 170. - \ - -` �` -_ _ -, -1` " -~�'' t ! ! \\�- \ \ } \ \ \ \ , _ _ \ \ \ \ \ \ \ --- �= 33. 5 A �) \ t \ \ \ \ \ I \ \ \ \ \ \ \ .-_ _ \-` \ \ \ \ ` \ \ -! \` j, -- \ / �/ \/ - \ 12V 05 l ( 3. THE PROPERTY IS SHOWN ON ASSESSORS MAF 7 -LOT 32. \\ / \ \\ \ \ \ \ \ (\ /! ' - ~ \ \ _ \ \ - -\ � ` \ \ \ \ - - \ \ \ - \ \ \ \ \ - _ _ _y _ _ _ i _ _ _ - _ \ _ _ _ / ';, ~ \ `\ , _ _ - _ _ _ ,mss/ / \ \ \ - \ \ \ \ / . \ \ \ \ \ \ \ `/\v- -1 ,\ . \\ \\ \\ \ \ -// t_~ \ ` \ \ti �\ \ \ \ \ V\ \ \ \ \ \ \ -- \ \ \~_ --_ \~ , , \ \- �-... \\ �' \ t' \� \ \1 \ S t�Q `^.\�-\ ,\ \ \\\ \� \�...� \.---� /,.-/ \ ,"'�^� \\ �\ \ \`\ \ \` \ \\ \.-,i- \ t \ ~L- \.. \ , `'---�..../'�^_ -` -\_ -\ `\ \ - --.--/ ~\ \ \ .- -.,� ^\ \r- '1 `. -_ `,--,• '� V 4. THE PROPERTY IS LOCATED IN ZONING DISTRICT WRP-16 t3. 1 '' " \ \ • \ \ \ r ` - \ _ \ ` - _ - -- .- _, _ _ _ - - - \ _ _ _ ' -",' - -_ ~ _ _ _ ,,, - N 444 , 2 59 W \ 1, \ \ \ \ S. TOTAL AREA OF SUBDIVISION - 72.39 ACRES. \ � . ;".; � - - - -- \'7'--- + -- - \ \ 1 \ t -, \ \ \ \ \ _ \ \ \ \.. \ J - \ \ - _ - \ \ ` - - - ; ~ - - _ ` _ - - - - - _ _ _ _ - _ \ \ 6. TOPOGRAPHIC INFORMATION SHOWN COMPLIES WITH T-2 & T-3 MAPPING STANDARDS. ` ~ - - "- , I \ \ \ \ • \ \ ► \ \- .- - ~ - - - - - , - - - - - - _ - - ` - _ - _ , - (\`1 C �-i? [/ ^{���-t� \ \ \ \ „� \ \ ,-• ~ r I ( �- \ \ \ \ -' \ \ \ \ !` `- .. \ \ - ~ \ - - '". \ \ ^- _ r - - -- / -- \ - _ - \ \ / / _ ~ \ r - - � \� F.J O L IJ L..{.J V LI R BASE FOR LEVEL :N.A.V.D. 1988. , \ \ _ \ ! I I \ \ \ \ \ -�``---� ' \ ---- -- `/ \ - v - --- '-- \-. --Y -- -�- / -- ' `_ . �\ l�d>, ;" .\. ;1 \ r \ I ( \\ ~\ \ \\ `\ \ \ \t ` \ \r.... ~ ~ -- - - J `` �_,� -� ~ _-i _ -- �i -- EB \ "-- _ ' - -' - _ \ \ \ ` T ` RIDG URY LEICASTER & WHITNfAN SOILS 7. UNDERGROUND iJTILITIES SHOULD BE Nf ARKED OUT PRIOR TO ANY LOT CONSTRUCTION. } `, ' ',t,,f,;,, t-! " I \ / / \ I \ I t \ \\ \ ` ` ` \ ' \ \� _ \ _ - _ ~ - - - ~ _ _ -\ - - _ _ _ - - r - - /- _ ` �- Y _ _ - _ - - - - _ \ _- - - _ __ _ - �' / - .-`\ \ , _ _ _ _ _ 0-8 /o SLOPES EXTREMELY STONY CALL BEFORE YOU DIG: 811. ( J ., \ \f \\ H1tEp .IN ( I \! // � 1 -1\ \\ t \\ \` \; \\ ` \~ \---__\ �\-\�` -- - `-,~-~--\-- /-/ i,:--� rM _ _=�:_�--_�\-� \ `-- --- _ -- ___/ 4 RAYMOND F. DANIELS & 3 0 } \1 i.; I I f/J f / /ST�NEPILE\ \\ I I \\- \ \ \ \�, \� \\ \ } -- -�-�` \,.-/~_./� -,\ "-�_.. -11 r/ �- -/ /'-_i..._'�- �''z-..� \ - �._-.---- -- - --' l /' _/�``2 KIMBERL`i�DANIELS 8. THE INLAND WETLANDS HAVE BEEN DELINEATED BY MARK H. SULLIVAN, C.P. S. S. 1 tt 1 /� / J 777} .1 ( I \ t ~ \ c ` \\ \\ \ \ \ ~ \ \ \ `\ ` \ \ ` ^ i /� - - _ `\ - ` J - _ _ / - r' ^ _ _ ti _ r _ -- - - _'" f:' ` , - i / `� ` r �- \ `: \ \ _ - \ _ , \ \ - _ ~ ` CATDEN &FREETOWN SOILS 9. THE PROPOSED DFVELOPIv1ENT ALLOWS FOR THE CREATION OF 9 NEW LOTS.;' ` \ \I , / } \ \ - - - - \ \ `\ _ ` \ ` ~ \ _ - - - - _ _ - - - - `� _ ' _ , - \ _ - - - _ _ _ VOL. b07 PG. 939 ! ! -, i - \ \ \ -.•-- ; _� / .' �_ \ \ \\\ - - _ \ \ _ i- =y` -�r--- - = 0-2% SLOPES' I / 1\\' \ I I \ \ +\ \ \ \~ \ \ ^\ `-_ \i--,.�- -\ \ \~-` _/..._... / //� - �,.� J ,'�� - /-'. ...\ -\ \'\.--..�, \ \ /._ \ / r ` - \ \ A HOUSE, SEPTIC SYSTEM AND ON SITE WELL ARE PROPOSED ON EACH NEW LOT. 1 t } I \ \ \ - ' - `' \ \ - - _ - - ; _ _ _V ` - - _ _ _ , , - _ - _ _- _ _ _ -- - - " ' ( - - r - - o S �A �((��t7 ' T ON SANDY LOAM 1 7 t \ \ ~\ t \ y t \ \ \ '\ \ \ /�-- - -� /' - - �_� ` �.~� .-/ i \ ^\ 1\i -ti \ _~ ^��' / CJS �V LTlJ1Y tt tl \ \,^ \ \ \ \ 1 \ \ \ \ \ \ \ ~ .�, - \ \ \ \ \ _ \ - - \ _. _ - a - �. _ - \ / / % -. ✓ \ - / -- -- i :i --- - '- .. \ - ..- -� - \ \ ~ - _ � _ ... - �PY - - 10. THE PROPERTY IS LOCATED WITHIN FLOOD ZONE X AS SHOWN ON 1, \ \ \ \ t \ - , \ \ _ \ `\ - -� _ _ - _ _ _ _ - - _ - L - - - , - _ _ - - - - _ ° " NEW LO ON COUNTY CONNECTICUT ALL JURISDICTIONS 1\\�`� \ \ `\ `\ � i / \� `\\ _ \�,..�_\ `\`� w\\\ \\\ --\-��`` _'=-,�--___-----_�---^��/'' r / ` �- �' \ \`-\,-~`\`,,_`_ -'�' -_-- - _-/- / )!IP °/ S O ES FIRM MAF ND _ /�\l MAP SER 0901100341 G, EFFECTIVE DATE: JULY 1$, ZO 11. \ ;;' \t \ \ \ t c �sr° \ \ , `\ - -` \ \ ` \ \ / ` - ' - ' , , _ \ I r _ - - _ ` _ - - \ - - _ ' _ 2 SUTTON FINE SANDY LOAM \ -, _ ,r - �\ I t -`_ r 4-i5%SLOPES EXTREMELY STONY \ /" \ \_ _- 11. THE ZONING ENFORCEMENT OFFICER MUST BE CONTACTED A MIlIl�4UM OF 24 HOURS , \ \ S \ \ \ - / t t _ ` _ \ \ - - , , �- - , / - L \ \ I u ^ I - - - _ - 2� CANTON & CYTON PONE SANDY LOAIviS PRIOR TO THE COMMENCEMENT OF CONSTRUCTION ON ALL LOTS. - �" ` -- _ ` _ _ - - - - \ - - r 60B 0 8 / SLOPES D D OR OTS 5 5 7 & 8 MUST BE 1�I IRKED IN ACCORDANCE r \' _ \ 1_ T , 4 7�7��-t _�,p��_ - ~\ .. `I ► \r \ ) / ! \ 1 \ } -bfl /, \ - \ o \ 1\ \ - �Il QF STO5N RILES _ _ - - t t \ t i ( \ ` / _ - - o S 1 - \� _ _ \\\ \ \ .- -- ALO�V BOUNDARY L==VL-- -- \\ \\ \ /-✓, \ \ J \ ,k / 1� \ \ 12. THE SHARE RIVEWAYS F L \ =� \ , � \ \ \ \ - \ \ / \ \ ) \ / f \ \ \ f \ \ ;�: - \ \ \\ ,\ - _ - \ _ \, -- ~ - _ - \ _ _! R ► / \ \ - CANTON & CIIARLTON PONE SANDY LOAMS WITH TOWN ORDINANCE 0-A-3. \ :,, , . - - \ \ \ \ \ _ - _ ~ I L \ \ \ - } / ,. \ \\ \ _ _ 62C N/F r ` "4 _ , \` \ .. ' ` - - ` ` - - -- ` - \ _ / ' ' - \ \ - - ` \ I - - ('` \ ' �� 15%SLOPES EXTREMELY STONY 13. THE DEVELOPMENT PORTION OF THE PROPERTY IS NOT LOCATED WITHIN A CT DEEP \� _ J -. \ \ ! \ _ - . - \ - \ - BOARD OF WATER COMMISSIONERS \ '` \ \ \ \ \ ' - \ \ �'� - ~ _ _ J a \ _ - \ \ / .) \ I , - NATURAL DNERSITY DATABASE AREA PER CT DEEP'S NATURAL DIVERSITY DATABASE 1 \ \ _ ' \ ` - - ~ _ / ` \ ` ~ - _ _ _ - \ _ \ t _ - CANTON chi CHARLTON PONE SANDY LOAMS MAP FOR MONTVII ,LE CONNECTICUT DATED NNE 2419. \ \ \ \ \ \ _ - - - - - \ • \ \ - _ � \' \ - (/ - - - / / r - THE CITY OF NEW LONDON \\ \\ _ \\ \, _ \ , , \ ' / \ \ \ \ W \ �\ \ /, \ - \� . - - L 21 P 6 5 �` ,`• ``\` \ \ ` -- I \ \ ," _ -'- - - - - _ - / _ \ _ 62D 15-25 %SLOPES, EXTREMELY STONY 14. A WAIVER IS RE UESTED FROM THE SUBDIVISION REGUIlATIONS SECTION 4.6.3 TO VO G. 3 1- , \ \ \ \ \ \ \ D i CIN N 14° 10 29'' E ,' / - , i 't \\ -) \ - 1 \ ti /` - �' - _ �' - --- `\ }� , . _ / - _ , - - _ _ _ _ 210 Q ( ° * \ i ` ` STONE\PILE t \ / } J I \ _ - - _ / \ ^ \ / - \ _ -' , - - _ _ CHARLTON - HATFIELD COMPLEX PERFORM A FERC TEST IN THE RESERVE AREA FOR EACH LOT AT THE TIME OF \ \ \ ` I 135.12 \ / \ ) \ _ _ - _ \ ,. -` ---- / - - _ �; INDNIDUALLOTDEVELOPMENT. `\ '-. � \\`\\\ \\ `�! /-') / t \\ \\ ,-'' -- �\�_ ��;; \ �/r '` \"'..\.//-- _ ;,- =- _i _ 730 0-15%SLOPES, VERY ROCKY �j �j �{ �j �ry \- y �� \ \ \ \ - _ P''. ` .�\ ./. r - / .\ { / /�T �-t\ �7 \ / -- \ \ / - i- r _. _ ..� _ \ \ - ! - - / ' ..+� - - - _ - M REFERENCES. \ \,-`;:.�`I,\ \\\N \ \\ - \-� \ - -f_/- 4\ \ \\ (\ I LI`I REI, I'lY� \\ /_/J VL\-,^\ S\\ (\ r,- /..../ / `-.-.--..'w�✓ `-..,.- - _...-"- /' - /`-\. J4`5, t r ' r t ;.? \\ \\ \\--- - \ _ �7 '� ~\ \21,3.(,9' /1 STONE PILE �\\ TAT 11'4�'l1" Fr\ \\ .) \\ '// / ice~ - _ -- ^' , - _ r �� _.... - ~' 1. PROPERTY SURVEY PREPARED FOR WALTER WAINWRIGHT EAST LAKE ROAD \ \ _. \ \ - ✓ - - � _ _ � / _ - i \ f _ \ { t - -'\ t r I / . ` _ _ _ _ _ _ _ _ � � _ _ _ - - - _ & FIRE STREET, M"ONTVILLE, CONNECTICUT, SCALE: 1 "=1 `)0', DATE:1 / 13 / 18, \ `-- - - - - - - • - - - -- - - - - - ' \ \ \ \ t \ _ _ _ _ `\ / 21 90� / \ / \ �) \ / - 1 ! / / , - -- - - / _ _ SHEET 2 OF 2, PREPARED BY ADVANCED SURVEYS, LLC. , \ „ ' - _ - - \ `' ' } '' / ') - \- ^ \^ - PRDJE C T ''r 0. 18 099 T � `���` -- -�� \\ \ \ \ �.- ;_ / i ! - /' \ ( ,- tip° SUBDIVISION PLAN \ /----\ I \\ \ \ --- \ \ t \ i1)H�. IN \ / / / t / / ! / ( - . \ / \ \ \ \ _ _ _ _ \ \ '\ \ \ t 1 , ! , ! ( } ► ��- / PREPARED FOR \\\\\ \ \\ \ \ -/STO TE�ItE \ I I / // /t / / / / / I , •^� DEAW-N BY: R.A.D. LEGEND: -�_ ` \ \' ~ - - \ \ ,-: ` , \ - . \ I t 1 t / j / / / / / r I ( , 5 \' 1-, \ ~-`-\ ;-;---\\ \ iI !, 1\ /f ``--////'( ( It 1�//////r//J �� VOL. VOLUME \ _ \\ - \\; \ \ 4 \ \` \\ \\�2 }\ ; l \ N,61'b08'J09" W I !( r' // . -, _ _ DATE: 10/2/18 } \\ �° ' ; \-� ~' ;/ /I ,' SCALE: 1"=100' S / I� BUILDERS, LLC PG. PAGE \ i r \ \ \\ \ - -) 8,3' '/ / , / / - - / N/F NOW OR FORMERLY \\ \\ ( `\\ \\� 2�- \\ \\ -� %,"- -- /'_~-\,\`- SI-EET 2 OF 7 1 \ \_ \ \ S.F. SQUARE FEET I \ \ \\ \,\N 43; 5X3,e W/ . -/ \ \\ � \ ( 1 ! ?-- ,' N/F ; RE��iSIONS #1100 EAST LAKE ROAD DH DRILL HOLE --�- \ \ \\ _ ` \ \ ;j\ , / / iA S� �- MON MONUMENT \� /, •> / \+ I / ' ' / ' / THE CITY OF NEW LONDON t \ �19a1�iii1fl \ } ) ,�-, ! / / I ! , { � MONTVILLE, CONNE"CTICUT �\ 1a l r ---._ /� A t I IPIN IRON PIN \����,NQ C,0NAIEr, /'/�s��o -\\ `� , i I i /i� ///// // / DH VOL. 127 PG. 118 1 REC. RECOVERED % \ \ �- � f \ - 1 / / / / REC. SNET SOUTHERN NEW ENGLAND TELEPHONE . � 5v" ` �, : - _ _ - - EN15 S \TONE WALL BOUNDARY LOT LAYOUT & TOPOGRAPHY STONE WALL I HAVE REVIEWED THE SUBJECT PROPERTY AND AFTER A CAREFUL TO KN ��DCr Alm BELIEF, THIS MAP IS SUBST�LY CORRECT TOP OF LEDGE 1 - - - - -X30--- _ - - - - EXISTING CONTOUR INSPECTION I HAVE DELINEATED THE INLAND WETLANDS & fS NOTERHEM' X S OT VALID WITHOUT A LIVE SIGNATURE II 1 N WATERCO SES A5 HOWN ON THIS PLAN. � . `SS SURVEYOR HEREON. ADVANCED SURVEYS, LLC. PROPOSED CONTOUR //,say/ ".. `" `�,�,� \ t+ , ,,� 1�a s}� o ,00 25 Apple Lane, Colchester CT. 0 410 W C7 E • IRON PIN OR DRILL HOLE TO BE SET t 2cl e°' `�"' r C t Phone & F x ■ MONUM[ENT TO BE SET MARIK,H. SULLIVAN, C.P.S.S. DATE RIC A. DESCHAMPS L.S. #70019 DATE GRAPHIC SCALE IN FEET a (8607 267 5979 S r r / T r+rrri.m. VOL. VOLUME PG. PAGE N/F NOW OR FORMERLY S.F. SQUARE FEET DH DRILL HOLE MON MONUMENT IPIN IRON PIN REC. RECOVERED SNET SOUTHERN NEW ENGLAND TELEPHONE STONEWALL — — —330— -- — EXISTING CONTOUR ----= PROPOSED CONTOUR p PROPOSED WELL --- .� -- -- .� -- PROPOSED UTILITIES —;.-- .— PROPOSED SILT FENCE BARRIER ----- FD PROPOSED FOOTING DRAIN Q DECK IRON PIN OR DRILL HOLE TO BE SET ■ MONUMENMT TO BE SET ,��lyi!lllddd/{diJ ok r bzy.�W THIS MAP IS SUBSTANTIALLY CORRECT IS OT VALID WITHOUT A LIVE SIGNATURE Ir SURVEYOR HEREON. t A. DESCHAMPS L.S. #70019 If1&q i 1 r 280' LINE OF SIGHT (TYP.) PAVED DRIVEW-AYAPRON (25 MPH SPEED LIMIT) TO 5TRfEETLINE,(TY?) ' — ` — — — — — — — --' r DRAW' BY: R.A.D. DATE. 10!2/18 SCALE: ' BEET 3OF7 I THIS MAP IS SUBSTANTIALLY CORRECT IS OT VALID WITHOUT A LIVE SIGNATURE Ir SURVEYOR HEREON. t A. DESCHAMPS L.S. #70019 If1&q i 1 r 280' LINE OF SIGHT (TYP.) PAVED DRIVEW-AYAPRON (25 MPH SPEED LIMIT) TO 5TRfEETLINE,(TY?) ' — ` — — — — — — — --' r N/F JOSEPH AQUITANTE, JR. VOL. 249 PG. 731 N/F ALBERT E. MENCARELLI VOL. 489 PG. 1043 PROJECT NO, 18-099 DRAW' BY: R.A.D. DATE. 10!2/18 SCALE: ' BEET 3OF7 r � REVISIONS f r r N/F JOSEPH AQUITANTE, JR. VOL. 249 PG. 731 N/F ALBERT E. MENCARELLI VOL. 489 PG. 1043 PROJECT NO, 18-099 DRAW' BY: R.A.D. DATE. 10!2/18 SCALE: 1"=40' BEET 3OF7 REVISIONS 40 20 0 40 G..RAPMC SCALE IN FEET LOT DEVELOPMENT NOTES: 1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION. ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION. 2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN. 3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE GOVERNING UTILITY AUTHORITY. 4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE, DRIVEWAYS GRADED OVER 10% SHALL BE PAVED. 5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT. A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF LOT DEVELOPMENT, 6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN, 7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE OF EAST LAKE ROAD IS TO BE REMOVED. SUBDIVISION PLAN PREPARED FOR SUNMAR /RAF BUILDERS, LLC #1100 EAST LADE ROAD MONTVILLE, CONNECTICUT CONCEPTUAL DEVELOPMENT PLAN —LOTS 1,2,3,4 ADVANCED SURVEYS, LLC. N 25 Apple Lane, Colchester CT. 06415 W E Phone & Fax (860) 267-5979 S SNET ft #2640 �i, �. \ 280' LINE OF SIGHT (TYP.) LOT DEVELOPMENT NOTES: 'x983 - 320-- _ '� (25 MPH SPEED LIMIT) 1. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED SNET / `\ \ r TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT #2641• \-♦ .___- _ ----- -` PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION. ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION. 2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED ♦ \ \ `SNET IN THE DEVELOPMENT OF THIS PLAN. #2639 3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE GOVERNING UTILITY AUTHORITY. 4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREET-LINF, DRIVEWAYS GRADED OVER 10% SHALL BE PAVED. ' �� /� ' /' / � / J5s' / r / ~ ✓ a`PAVED DRIVEWAY APRON S. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT. / j / ' / ! l r /l i J `♦ CLEAR ALL VEGETATION, STONEWALLS AND GRADE A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF TO STREETLINE (TYP.) TO NEW STREETLINE ALONG EAST LAKE ROAD AS LOT DEVELOPMENT. r // , - 1 \\ \\ +� ♦\, \ REQUIRED TO ACHIEVE 280' 6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN. SNET SIGHT DISTANCES (TYP.) EAS _ _ `#2638• 7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND THE WESTERLY EDGE i I / / _ _ ! / /' \ - 1 ' i I-�.2�g♦ r' _ \ � , � •,� \\ _ _ _ _ OF EAST LAKE ROAD IS TO BE REMOVED. 3 400 °000 0 ° ♦ \ \♦r., SNET 1'R 322 \trrJ j \`� 1 °o °°4° #2637 t ! t t ! t apo , , ppp .� ° ° r' 'STp�,p,r�pllt _1 \ \ \\ �_� / \\ °°o° 00 °t, J - -�,x \\ '��. \ -\`__ \ 1 I \ ROPOSED �/ / F, 643 lE r t�D DRTVEWA�` ° °° ° / \ - 2g0 1'r yr / \ \ / \ o0000 00 \`.� ` ��\ 2801 LIMITS OF ' BsAf- 30 -___ / �. °°�o° HEAR ®\ 321 p - ,� -� .. -t- .. ` .. - - ___. .�,..� l ! \\ \ f --�-- ti 2s, i .\ \ \ J PROVIDE NON -TRACKING ► j I t\ / r - f, ,' `". _ _ _ / ; \. / CONSTRUCTION ENTRANCE # 63b i (TYP.) (SEE DETAIL) _ - � I i J A�'� PRP ED 1 �,#1 1 _ • ,1 , `, ; PR.IlvIARYS�EP-ITC `� � _ - _ --' � FD � ` �i LIMITS OF I AREA ') TH#7B 3 -'' `\ CLEARING -' 1 3 \ t \ _\ pp RNpCp0�D l ! PROVIDETH#7A p \1 o.. v \I SNET\ p� �STON "330 T#8 #7D ; lo' ER TH#6A SHOULDERp _ .\ r — i \ •• _ \\ 'a 31 / \ // ` (SEEs DETAIL)S-OF LIMIT oITLoREE P � " INLAND 'o t - ♦--. _ - --- - - i ! 28 -WETLANDS OaCRESERVE SETIC #7160}9�5 SwF± %FDAperirn.0 ` — r !! ` — ✓/— TH#6C x.70 AC. .3 — --__ __ — — (NOT PART OE, UBY3LVISJON) / INSTALI✓ -GQNTINUOt7 OF SILT F"ENCE-♦♦__._ ``\J `~~_ - •`_ .' - -__,\ � / /'_�--____~ /_1' \� ,� /�" (SEE, DETAIL) 50 / ,, LIMITS OF ,r' �' ,/ i `r _ LIMITS OF � _ � \\\ ,/ / ' WETLANDS .J -/ i / / �s , ot -- \/ _ \ .♦ \ _- W I`T1ILAND / o —'�\ Y REVIEW I/E' W' AREAINSTALLA CONTINUOUSRE W AREALTN�S-OF,-_ LINE OF SILT FENCE 50 WETLANDS •_ 0 {SEE DET } REVIEW, AREA LIMITS OF WL1S0 INLND c��U\ � �� / -P ' ,r �' ,`_ /J /iTr rr�-- /' •''```�-'1 i -' , - ' ,, ,f \ ,�! -- / t�'�'�'� 1 J // // / '134 1 WETLANDS \ \ J / ' ' / — ! J 1 / r \ i / r / LIMI;T'S OF / \ �. / � �r X145 PROPOS'1� WOLA�TDS AY / ,rPwop 336 WL#140 /_- FD \ ' / / , / / wL#176 iNSTA�L A CONTINC�OUS o , 28 - / , / \\ REQ RpO LINE{OFSILTFENCE \ /r r_ _ I /, I r- \ �_ RF 1DENCE / r , l , ` $S 343 (SEF/ DETAIL) - r' \\ /� pROp ' ,/ / #'4B' / `\ MT 334 or 30, S,Qj \. `.'t - ` ! / i , ♦ r F p VGE / / , r • ,.. -- r � / 5�=328rpQ' WL#i S \. ' .. . ' ti \ \ \ t\ 1.:: ` t / /Jl ,f / RESERVE,S�EPTIC,'/ / , !� / / PT# /'PROPOSED \\\ \ J / '/ / 1 H)# 3C .TH#SD 'TH LIMITS TS OFWL#17S/PT#6 CLEARING 3 \ \ \ \ \ 1 \ �\ \ \ \::. / // \ / , r / .• / Y i' // PRIMARY SEPTIC ,� / / / TH#4C AREA A (TYP,�/ / // PT#4 TH#SC / /' WL#130 INSTALL A CONTINUOUS/T&D -t ♦\ , �� t r� f i / / ' /' ;' I / / I J PROPOSED , l /i , 1 LINE OF SM -T FENCE TII#3B \ \ t LIMITS' OF {SEE DETAIL) / .. !: •. .. '\: I // i // { r 'r/! J 1 jl / l / / � r/ //---_CLtARING WL# 180 / 32y7 2-5 J / r 1 \ \ � t LEGEND: VOL. VOLUME - PG. PAGE N/F NOW OR FORMERLY S.F. SQUARE FEET PROJECT'_ O. 15-099 DH DRILL HOLE DRAWN B4': R.A.D. MON MONUMENT IPIN HON PIN DATE: 10/2/18 REC. RECOVERED SNET SOUTHERN NEW ENGLAND TELEPHONE SCALE: 1 11=40' STONE WALL SHEET 4 OF 7 — -- —330— — — EMSTING CONTOUR �-- RE�ISIONS PROPOSED CONTOUR aaa:{tt3�'-rzt PROPOSED WELL _._..0...._ .. — . U........_ PROPOSED UTILITIES •O� �/°• ROP PROPOSED SILT FENCE BARRIER •' ' ----- FD PROPOSED FOOTING DRAINy � � TO)vff0Q,WLED6EANEPBEL THIS MAP IS SUBSTANTIALLY CORRECT D DECK AND AS XgTED• ',e T VALID WITHOUT A LIVE SIGNATURE +� IRON PIN OR DRILL HOLE TO BE SET w • °: 4� AL URVEYOR HEREON. 1 / dsa Zya 'j�tr t`taas'• 40 20 0 -40 ■ MONUMENMT TO BE SET f C RICHARD A. DESCHAMPS L.S. #70019 DATE GRAPHIC SCALE IN FEET LEGEND: VOL. PG. NIF S.F. DH MON IPIN REC. SNET ---330--- 280' LINE OF SIGHT (TYP.) (25 MPH SPEED LIMIT) \ N/F ` AUDUBON SOCIETY OE THE STATE OF CONNECTICUT"INC VOL. 123 PG. 854 `\ VOLUME PAGE NOW OR FORMERLY SQUARE FEET DRILL HOLE MONUMENT IRON PIN RECOVERED SOUTHERN NEW ENGLAND TELEPHONE STONE WALL EXISTING CONTOUR PROPOSED CONTOUR PROPOSED WELL PROPOSED UTILITIES PROPOSED SILT FENCE BARRIER PROPOSED FOOTING DRAIN DECK IRON PIN OR DRILL HOLE TO BE SET MONUMENMT TO BE SET CLEAR ALL VEGETATION, STONEWALLS AND GRADE TO NEW STREETLINE ALONG EAST LAKE ROAD AS REQUIRED TO ACHIEVE 280' SIGHT DISTANCES (TYP.) k PROVIDE NON -TRACKING CONSTRUCTION ENTRANCE (TYP.) (SEE DETAIL) PAVED DRIVEWAY APRON TO STREETLINE (TYP.) ````�`eeGo eteiasEtti►p��,Ir T'iNawLFbbzkNIfBELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS ROTE'13,RERE Vr , "TS OT VALID WITHOUT A LIVE SIGNATURE ANI)% SS`EI?: ALSURVEYOR HEREON. K RICHAb A. DES S L.S. #70019 DATE 320, t / SNET#264 LOT DEVELOPMENT NOTES: I. IMPROVEMENTS DEPICTED ON THIS PLAN ARE CONCEPTUAL ONLY AND ARE INTENDED TO DEMONSTRATE LOT DEVELOPMENT FEASIBILITY. INDIVIDUAL SITE DEVELOPMENT PLANS WILL BE REQUIRED TO OBTAIN PERMITS FOR CONSTRUCTION. ANY DEVEATION OF THE PROPOSED IMPROVEMENTS SHOWN MAY REQUIRE APPROVALS FROM THE TOWN OF MONTVILLE INLAND WETLANDS & WATERCOURSES COMMISSION. 2. PASSIVE SOLAR ENERGY TECHNIQUES AS PRESCRIBED BY LAW HAVE BEEN CONSIDERED IN THE DEVELOPMENT OF THIS PLAN. 3. ALL PROPOSED UTILITY CONNECTION SHALL BE COORDINATED WITH THE GOVERNING UTILITY AUTHORITY. 4. ALL DRIVEWAYS SHALL HAVE A PAVED APRON INSTALLED TO THE STREETLINE. DRIVEWAYS GRADED OVER 10% SHALL BE PAVED. 5. ADDITIONAL TEST HOLES MAY BE REQUIRED AT THE TIME OF LOT DEVELOPMENT. A PERC TEST IS REQUIRED IN THE RESERVE AREA ON EACH LOT AT THE TIME OF LOT DEVELOPMENT. 6. ALL LOTS REQUIRE AN ENGINEERED SEPTIC SYSTEM DESIGN PLAN. 7. ALL VEGETATION BETWEEN THE FACE OF STONE WALL AND TTHE '%IESTERLY EDGE OF EAST LAKE ROAD IS TO BE REMOVED. 44 - Eo Q 40 GRAPHIC SCALE IN FEET EROSION AND SEDIMENT CONTROL REPORT: SUBDIVISION PLAN PREPARED FOR SUNMAR / RAF BUILDERS, LLC #1100 EAST LAKE ROAD MONTVILLE, CONNECTICUT REFERENCE IS MADE TO: I. t;onnecticut Guidelines for Soil Erosion and Sediment Control - 2002. DEVELOPMENT: 'I.'he proposed subdivision will allow for the creation of 9 new building lots ranging in size from 3.67 acres to 5.19 acres. All new proposed lots will be serviced by an on site septic system & well. Individual Site Development Plans will be required to obtain permits for construction. DEVELOPMENT SCHEDULE: Each lot will be developed by the individual lot owners. A typical construction sequence for each individual lot is as follows: 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. Strip topsoil and stockpile topsoil for future use. Surround stockpile with sediment fence. 5. Begin earthwork activities for driveway, house and sewage disposal system. 6. Install foundation and construct house. 7. Install well, sewage disposal system and utilities. 8. Rough grade driveway. Place and compact processed gravel, traffic bound gravel surface. Install paved apron per town requirements. 9. Install landscaping and loam all disturbed areas with minimum 4" topsoil, seed & mulch. 10. After all areas have been permanently stabilized, remove erosion control measures. DEVELOPMENT CONTROL PLAN: rnor to the commencement of operations in accordance with any permit issued by the Town of Montville, the Contractor shall install all erosion and sediment control measures. The Contractor shall obtain a site inspection from the Town of Montville Building Department to ensure that all erosion and sediment control measures have been installed in accordance with this narrative. Upon certification with respect to the installation of erosion and sediment control measures, the Contractor may commence operations pursuant to the permit. Erosion and sediment control devices shall be installed in accordance with the "Filter Barrier Installation & Maintenance" and "Hay Bale Installation & Maintenance" sections of this narrative hereinafter contained. All stripping is to be confined to the immediate construction area. Topsoil shall be stockpiled so that slopes do not exceed 2 to 1. A haybale sediment barrier is to surround each stockpile and a temporary vegetative cover provided. Dust control will be accomplished by spraying with water and if necessary, the application of calcium chloride. The proposed planting schedule is to be adhered to during the planting of disturbed areas throughout the proposed construction site. Final stabilization of the site is to follow the procedures outlined in permanent vegetative cover. If necessary a temporary vegetative cover is to be provided until a permanent cover can be applied. During the stabilization period, all erosion and sediment control measures shall be maintained in proper working order. The Owner's representative shall be responsible for checking all erosion and sediment control measures on a twice -weekly basis during the stabilization period and after each storm event. During the stabilization period with respect to the site, any erosion which occurs within disturbed areas shall be immediately repaired, reseeded and restabilized. Once stabilization has been completed and certification thereof obtained in writing from the Town of Montville Building Department, erosion and sediment control measures shall be removed by the Contractor. If required proposed trees will be planted with the following precautions. 1. Trees and shrubs are to be planted in the spring. 2. Newly planted trees are to be staked and supported with guy wire. 3. Soil around trees and shrubs is to be thoroughly watered when dry and mulch provided around the base to prevent roots from drying out. Provide a depression at the base of all trees and shrubs to insure the water will be recieved. FILTER BARRIER INSTALLATION & MAINTENANCE. 1. Dig a 6" trench on the uphill side of the barrier location. 2. Position the posts on the downhill side of the barrier and drive the post 1.5 feet into the ground. 3. Lay the bottom 6" of the fabric in the trench to prevent undermining and backfill. 4. Inspect and repair barrier after heavy rainfall. 5, Sediment deposits are to be removed when they reach a height of one foot behind the barrier and are to be deposited in an area which is not regulated by the Inland Wetlands Commission. 6. Inspections and necessary repairs will be made twice weekly. HAY BALE INSTALLATION & MAINTENANCE: 1. Bales shall be placed around all proposed catch basins with the ends of the bales tightly abutting each other. 2. Each bale shall be securely anchored with at least 2 stakes and gaps between bales shall be wedged with straw to prevent water from passing between the bales. 3. Inspect bales after each storm and repair or replace promptly as needed. Remove sediment behind the bales when it has reached half the height of the bale and deposit in an area which is not regulated by the Inland Wetlands Commission. 4. Inspections and necessary repairs will be made twice weekly. TEMPORARY VEGETATIVE COVER: A. Temporary seeaing of Kye Urass will be completed within 15 days of the formation of stockpile(s). If the soil in the stockpiles has been compacted by construction operations it shall be loosened to a depth of 2 inches before the fertilizer, lime and seed is applied. 10-10-10 fertilizer at a rate of 7.5 pounds per 1000 s.f, and lime stone at a rate of 90 lbs. per 1000 s.f. shall be used. Rye Grass applied ata rate of 1 lb. per 1000 s.f shall provide the temporary vegetative cover. Straw or hay, free from weeds and coarse matter shall be used at a rate of 70-90 lbs. per 1000 s.f. as a temporary mulch. Apply mulch and drive tracked equipment up and down slope over entire surface so cleat marks are parallel to the contours. PERMANENT VEGETATIVE COVER: I opsoil w111 be replaced once the excavation has been completed and the shoulders are graded to a slope no greater than 3 to 1. Topsoil will be spread at a minimum compacted depth of 4 inches. Once the topsoil has been spread, all stones two inches or larger in any dimension will be removed as well as debris. Apply agricultural ground limestone at the rate of two tons per acre or 100 lbs. per 1000 s.f. Apply 10-10-10 fertilizer or equivalent at a rate of 300 lbs. per acre or 7.5 lbs. per 1000 s.f. Work lime and fertilizer into the soil to a depth of 4 inches. Inspect seedbed before seeding. If traffic has compacted the soil, retill compacted areas. Apply the following grass seed mix: Seed Mixture lbs./acre lbs/1000 s.f. Kentucky Bluegrass 20 .45 Creeping Red Fescue 20 .45 Perennial Rye Grass 5 .10 45 1.00 The recommended seeding dates are: April 1 - June 15 and August 1 - September 15 Following seeding, firm seedbed with a roller. Mulch immediately following seeding. If a permanent vegetative stand cannot be established by September 30, apply a temporary cover on the topsoil such as netting, mat or an organic mulch. OF ROAD 8" HIGHER THAN GUTTER O �A PLAN t OF ROAD OR R.O.W. LINE 6" HIGHER THAN G GUTTER UTTER VARIES 10' 10' SAG CURVE IN DRIVE OF ROAD OR R.O.W. LINE 6" HIGHER THAN GUTTER GUTTER -. , vAR1E1 _j. CREST CURVE IN DRIVE *DRIVEWAYS AT A 10% OR MORE SLOPE SHALL BE PAVED RESIDENTIAL DRIVEWAY DETAILS NOT TO SCALE 121 BITUMINOUS CONCRETE DRIVEWAY 1 I/ 21} --� 2 1/2"--� SHOULDER L 6" PROCESSED BASE COURSE GRAVEL (MIN.) BITUMINOUS CONCRETE DRIVES NOT TO SCALE 'I�; CONSTRUCTION ENTRANCE NOT TO SCALE MINIMUM 8" BASE COURSE GRAVEL DRIVEWAY NOT TO SCALE FINISH GRADE 6&9fo 2" STONE t 24" STONE SHOULDER NOT TO SCALE ELECTRICAL, TELEPHONE AND CAB1-E TELEVISION SERVICE FILTER FABRIC POST ANGLE 10° UP SLOPE FOR STABILITY A.ND SELF CLEANLNG COMPACTED BACKFILL A SILT FENCE NOT TO SCALE ``,C1ti{iil4ati3tfg��t` 18-120 DRA'VxN; BY: RA -D. T iEF, THIS MAP IS SUBSTANTIALLY CORRECT SCALE: IS NOT VALID WITHOUT A LIVE SIGNATURE 1 c 0 , " THE SURVEYOR HEREON. "�, •. • o `` N 1 l� A. DESCHAMPS LS. M19 n e IV PAVED DRIVEWAY (4" CROSSSLOPE) CISH GRADE a U 0 2" STONNE 24" STONE SHOULDER NOT TO SCALE PROJECT'�0. 18-120 DRA'VxN; BY: RA -D. DATE: 102,18 SCALE: AS NOTED SHEET 6 OF 7 REVISIONNTS PAVED DRIVEWAY (4" CROSS SLOPE) SUBDIVISION PLAN - PREPARED FOR S /RAF BUILDERS LLC #1100 EAST LAKE ROAD MONTVILLE, CONNVTECTICUT NOTES - DETAILS - E & S CONTROLS ADVANCED SURVEYS, LLC. N 25 Apple Lane, Colchester CT, 06415 WE Mine & Fl v (S�n) 9.r,7- � o -7n., , TH#A - 0"-9" TOPSOIL - 9"-21" SUBSOIL - 21 "-36" VERY COMPACT GRAY SILTY SAND - 36"-69" SAND & GRAVEL, ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 23", RESTRICTIVE - 21" TH#B - 0"-7" TOPSOIL - 7"-22" SUBSOIL - 22"-30" VERY COMPACT GRAY SILTY SAND - 30"-68" SAND & GRAVEL, ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 25", RESTRICTIVE - 22" TH#C - 0"-9" TOPSOIL - 9"-22" SUBSOIL - 22"-36" VERY COMPACT GRAY SILTY SAND - 36"-68" SAND & GRAVEL, ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 31 ", RESTRICTIVE - 22" TH#D - 0"-9" TOPSOIL - 9"-23" SUBSOIL - 23"-41" VERY COMPACT GRAY SILTY SAND 41 "-72" SAND & GRAVEL, ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 2311, RESTRICTIVE - 23" TH#lA - 0"-9" TOPSOIL - 9"-24" SUBSOIL 24"-38" VERY COMPACT GRAY SILTY SAND - 38"-64" SAND & GRAVEL, STONE & ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 35 RESTRICTIVE - 24" TH#1B - 0"-8" TOPSOIL 8"-34" SUBSOIL 34"-55" VERY COMPACT GRAY SILTY SAND 55"-75" SAND & GRAVEL NO WATER, NO MOTTING, NO LEDGE ROOTS TO 281f, RESTRICTIVE - 34" TH#1C - 0"-7" TOPSOIL - 7"-22" SUBSOIL - 22"-42" VERY COMPACT GRAY SILTY SAND - 42"-63" SAND & GRAVEL, STONE & ROCKS NO WATER, NO MOTTING, NO LEDGE ROOTS TO 35", RESTRICTIVE - 22" TH#1D - 0"-8" TOPSOIL - 8"-22" SUBSOIL - 22"-60" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 3811, RESTRICTIVE - 22" LOT #1 4 BEDROOM RESIDENCE SLOPE 7.5% PERC RATE - 1" IN 8 MINUTES RECEIVING SOIL DEPTH (AVG.) 21" (HF) 34 X (FF) 1.75 X (PF) 1.0 = 59.5' MLSS REQUIRED - 59.5' MLSS PROVIDED 60' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 60 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (60 X 10.0 = 600 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE LOT #2 4 BEDROOM RESIDENCE SLOPE 13% PERC RATE - 1" IN 11 MINUTES RECEIVING SOIL DEPTH (AVG.) 23" (HF) 26 X (FF) 1.75 X (PF) 1.25 = 56.9' MLSS REQUIRED - 56.9' MLSS PROVIDED 58' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA US E58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE, TH#2A - 0"-9" TOPSOIL - 9"-26" SUBSOIL - 26"-65" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 291, RESTRICTIVE - 261" TH#2B - 0"-11" TOPSOIL - 11 "-29" SUBSOIL - 29"-73" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 32", RESTRICTIVE - 29" TH#2C - 0"-7" TOPSOIL - 7"-23" SUBSOIL - 24"-63" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 24"', RESTRICTIVE - 23" TH#2D - 0"-7" TOPSOIL - 7"-27" SUBSOIL - 27"-69" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 28'% RESTRICTIVE - 27" TH#3A - 0"-9" TOPSOIL - 9"-26" SUBSOIL - 26"-74" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 3011, RESTRICTIVE - 26" TH#3 B - 0"-9" TOPSOIL - 9"-28" SUBSOIL - 28"-70" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 3211, RESTRICTIVE - 28" TH#3C - 0"12" TOPSOIL - 12"-23" SUBSOU,, STONES & ROCKS - 23"-70" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 2311, RESTRICTIVE - 23" TH#3D - 0" 10" TOPSOIL - 10"-24" SUBSOIL - 24"-66" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 29", RESTRICTIVE - 24" LOT #3 4 BEDROOM RESIDENCE SLOPE 6.5% PERC RATE - 1" IN 5 MINUTES RECEIVING SOIL DEPTH (AVG.) 26" (HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5' MLSS REQUIRED - 52.5' MLSS PROVIDED 58' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE LOT #4 4 BEDROOM RESIDENCE SLOPE 4.5% PERC RATE - 1" IN 8 MINUTES RECEIVING SOIL DEPTH (AVG.) 26" (HF) 34 X (FF) 1.75 X (PF) 1.0 = 59.5' MLSS REQUIRED - 59.5' MLSS PROVIDED 60' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 60 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (60 X 10.0 = 600 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE TEST HOLE DATA WITNESSED BY MICHAEL KIRBY UNCAS HEALTH DISTRICT - 7/18/18 TH#4A -0"-11" TOPSOIL -11"-31" SUBSOIL, STONES & ROCKS - 31 "-78" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 31 ", RESTRICTIVE - 31'" TH#4B - 0"-10" TOPSOIL - 10"-24" SUBSOIL, STONES & ROCKS - 24"-69" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 2411, RESTRICTIVE - 24" TH#4C - 0"-12" TOPSOIL - 12"-28" SUBSOIL, STONES & ROCKS - 28"-63" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 301, RESTRICTIVE - 28" TH#4D - 0"-10" TOPSOIL - 10"-25" SUBSOIL, STONES & ROCKS - 25"-72" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 25'", RESTRICTIVE - 25" TH#5A - 0"-10" TOPSOIL - 10"-23" SUBSOIL, STONES & ROCKS - 23"-66" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 23", RESTRICTIVE - 23" TH#5B - 0"-9" TOPSOIL - 9"-25" SUBSOIL, STONES & ROCKS - 25"-76" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 2511, RESTRICTIVE - 25" TH#5C - 0"-10" TOPSOIL - 10'1-28" SUBSOIL, STONES & ROCKS - 28"-77" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO KEDGE ROOTS TO 2811, RESTRICTIVE - 28" TH#5D -0"-11" TOPSOIL - 11"-26" SUBSOIL, STONES & ROCKS - 26"-74" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE ROOTS TO 2811, RESTRICTIVE - 26" MLSS DATA LOT #5 4 BEDROOM RESIDENCE SLOPE 6.5% PERC RATE - 1" IN 8 MINUTES RECEIVING SOIL DEPTH (AVG.) 24" (HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5' MLSS REQUIRED - 52.5' MLSS PROVIDED 58' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE LOT #5 4 BEDROOM RESIDENCE SLOPE 7.5% PERC RATE - 1" IN MINUTES RECEIVING SOIL DEPTH (AVG.) 23" (HF) 30 X (FF) 1.75 X (PF) 1.0 = 52.5' MLSS REQUIRED - 52.5' MLSS PROVIDED 58' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE PERC TEST DATA PERFORMED BY ADVANCED SURVEYS, LLC - 7/18/18 & 7/19/18 TH#6A - 0"-11" TOPSOIL - 11 "-29" SUBSOIL, STONES & ROCKS - 0"-2" TOPSOIL PERC PERC #1 DEPTH - 23" PERC #6 DEPTH - 22" - 29"-87" VERY COMPACT GRAY SILTY SAND - 2"-44" BROWN FINE SANDY LOAM - 44"-92" GRAY SANDY TILL PRESOAK - 7:30 - DRY AT 8:20 8:30 - 7" PRESOAK -12:45 - DRY AT 1:15 NO WATER, NO MOTTING, NO LEDGE NO WATER, NO MOTTING, NO LEDGE 8:40-101/211 1:30-71/411 1;40 -13" ROOTS TO 35", RESTRICTIVE - 29" 8:50-131/211 1:50-171/2" TH#6B TH#9B - 0"-11" TOPSOIL +r - 0 ►, 4" TOPSOIL - 4-48 BROWN FINE SANDY LOAM 9:00-1611 9.10 -18" „ -11 2 - :00 19 - 11 "-30" SUBSOIL, STOKES & ROCKS - 30"-71" VERY COMPACT GRAY SILTY SAND - 48"-72" GRAY SANDY TILL 9:20 -191/2„ 9:30-201/211 PERC RATE - 6 MINUTES PER INCH NO WATER, NO MOTTING, NO LEDGE NO WATER, NO MOTTING, NO LEDGE PERC RATE - 8 MINUTES PER INCH ROOTS TO 30", RESTRICTIVE - 30" TH#9C - 0"-3" TOPSOIL PERC #7 DEPTH - 25" TH#6C - 0"-11" TOPSOIL - 3"-48" BROWN FINE SANDY LOAM PERC #2 DEPTH 22" PRESOAK - 8:20 - DRY AT 9:00 - 11"-27" SUBSOIL, STONES & ROCKS - 48"-78" GRAY SANDY TILL - PRESOAK - 7:40 - DRY AT 8:30 9:15 - 8 I/2" 9:25 -13" - 27"-68" VERY COMPACT GRAY SILTY SAND NO WATER, NO MOTTING, NO LEDGE 8:45 - 3 1/2" 9:35 -17" NO WATER NO MOTTING, NO LEDGE8:55 - 51/2" 9:45 -191/2" ROOTS TO 4011, RESTRICTIVE - 27" TH#9D - 0"-6" TOPSOIL 9:05 - 6 3/4" 9:55 - 21" - 6"-48" BROWN FINE SANDY LOAM 9:15 - 8 1/4" 10:05 - 221/4" TH#6D - 0"-11'" TOPSOIL - 48"-77" GRAY SANDY TILL 9:25 - 91/4" 10:15 - 23" - 11 "-32" SUBSOIL, STONES & ROCKS NO WATER, MOTTING@60"', NO LEDGE 9:35 -10" 9:45 -11" PERC RATE -10 MINUTES PER INCH - 32"-75" VERY COMPACT GRAY SILTY SAND PERC RATE -11 MINUTES PER INCH NO WATER, NO MOTTING, NO LEDGE PERC #8 ROOTS TO 3411, RESTRICTIVE - 32" DEPTH - 22" PERC #3 PRESOAK - 9:50 - DRY AT 10:35 TH#7A - 0"-7" TOPSOIL DEPTH - 24" 10:50 - 61/2" - 7"-24"' SUBSOIL, STONES &ROCKS PRESOAK - 9:45 - DRY AT 10:30 11:00 - 9 314" - 24"-59" VERY COMPACT GRAY SILTY SAND 10:55 -10:45 -61/211 11:10 -11 1/2" 11:20 -10 3/4" NO WATER, NO MOTTING, NO LEDGE 11:05 -16" 11:30-113/4" ROOTS TO 241, RESTRICTIVE - 24" 11:15 -191/2" 11:40 -121/2" 11:25 - 201/4" DRY 11:410-131/4" TH#7B - 0"-11" TOPSOIL PERC RATE - 5 MINUTES PER INCH PERC RATE -13 MINUTES PER INCH - 11 "-31" SUBSOIL, STONES & ROCKS - 31 "-78" VERY COMPACT GRAY SILTY SAND PERC #4 PERC #9 NO WATER, NO MOTTING, NO LEDGE DEPTH - 23" DEPTH - 26" ROOTS TO 33'", RESTRICTIVE - 31 "' PRESOAK - 9:55 - DRY AT 10:40 PRESOAK - 8:35 - DRY AT 9:25 10:55-T' 9:35-5" TH#7C - 0"-10" TOPSOIL 11:05 -12" 9:45 -10" - 10"-23" SUBSOIL, STON113S &ROCKS 11:15 -141/2" 9:55 -141/4"10:05 - 23"-70" VERY COMPACT TAN SILTY SAND, STONES & ROCKS 11:25 -17" - ib 314" NO WATER, NO MOTTING, NO LEDGE 11:35 -17" 11:45 -191/2" DRY 10:15 -181/4" 10:25-191/21' ROOTS TO 251, RESTRICTIVE - 23" PERC RATE - 8 MINUTES PER INCH 10:35 - 201/2" TH#7D - 0"-10" TOPSOIL PERC RATE - 9 MINUTES PER INCH - 10"-32" SUBSOIL, STONES & ROCKS - 32"-79" VERY COMPACT TAN SILTY SAND, STONES & ROCKS PERC #5 NO WATER, NO MOTTING, NO LEDGE DEPTH - 24" ROOTS TO 32", RESTRICTIVE - 32" PRESOAK - 12;30 -DRY AT 1:00 1:15 - 61/2" 1:25 -111/4" 1;35 -14" 1:45 -15 1/2" 1:55 -16 3/4" 2:05 -18" 2:15 -191/2" LOT #7 4 BEDROOM RESIDENCE SLOPE 9.5% PERC RATE - 1" IN 10 MINUTES RECEIVING SOIL DEPTH (AVG.) 29" (HF) 26 X (FF) 1.75 X (PF) 1.0 = 45.5' MLSS REQUIRED - 45.5' MLSS PROVIDED 58' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE LOT #8 4 BEDROOM RESIDENCE SLOPE 7% PERC RATE - 1" IN 13 MINUTES RECEIVING SOIL DEPTH (AVG.) 24" (HF) 30 X (FF) 1.75 X (PF) 1.25 = 65.6' MLSS REQUIRED - 65.6' MLSS PROVIDED 66' 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 66 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (66 X 10.0 = 660 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE LOT #9 MLSS - NOT REQUIRED 4 BEDROOM HOUSE REQUIRES 577.5 S.F. OF EFFECTIVE LEACHING AREA USE 58 FEET OF GEOMATRIX-GST 6212 (12" DEPTH) (58 X 10.0 = 580 S.F.) USE 1,250 GAL. 2 COMPARTMENT SEPTIC TANK W/ OUTLET FILTER DEVICE TO MY KNOWLEDGE AND BELIEF, THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON. NOT VALID WITHOUT A LIVE SIGNATURE AND H&E SSED SEAL F SURVEYOR HEREON. r A. DESCHAWS L.S. #70019 PERC RATE - 8 MINUTES PER INCH ADVANCED SURVEYS, LLC. 25 Apple Lane, Colchester CT. 06415 Phone & Fax (860) 267-5979 N WE S