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86-42 Mountainview Estates Open Space
s . : I540 SULOVAN-AVEAUE .SQIITM iN1N05014'CONN.as0Y4 . ~D=°r•c° AREA;CQDE 2Q3/60141%2d. ',Sll ,.;... .. :Oetober 1 .Raymond :(i.:,L'aFoEeQq. 23,0.7' :Silas 067kne;'Righway Rocky-1tII2;",.Ct:. ;06067 } tCe: App':i,- 1168 . Hountainview; Estates : i.r':•. Please eb'e _advised that .the •PZ8iriC3titg'a;ZttiiinQ. Commiseion voted oil- N/F N/F H I N KS " September;23,•'.14�6, to `8pptiave Sectiotxs 4 •and S of Hauncaiitvieir ' N/F GOLEMBA N /F 8stat:e's Sedtiott''4 wfll consist "of .29 1o'ts aumliered"94 ta.'123 (eacludiag:.,102) as hove oa•plage;prepared by; Heine.•E, tlgyppa;'¢ I C O N G R E GA T f O N B' NA i I S R A E L INC. As6ocistes;`naked;.4/4/85. :Seption 5,will.conslAt',of' 34-lots'atibtbeied L2k 'go 1.52,;as ahova;xf;it.,plaits...prepa:red by, Aei.no' i$ HYYPPB 6;Asso°o'letes --- dated;4;11:6/ 6. .:`Ttii's'Approval` is sub�eet; to the .followiagt. .. ` ' .' L L -TON if "6f:O:ciupaacy muB e'ab WIN DSORsse 'rds- 19) :lo � !! rectioa° 4 'pTrioi ao,` the .isetiarica"of::buil'din'g permits,'Poet �- DUTI 4 I 'saq Yote.'i'n:Secc'ion,.5. k S 1 r. i bad mtuh:.''b'atveeii' . . !2. :.�7�e:::pl8ria:'slitll;be�•modif;i'ed�;:ca:;itielica,ce'a�:SQ. ,r : c ' , d f tits:IO2.::anC'103 - Q , 77� r 73 i U, r 1 : 3il4e por.tton`of:lard :d sYgnated :opert sp'see which;is .-Located 3p f E113agton sha`li he deeded to •the adacesit'.p'ropriYty`oiiners;and ;the data..:.b.2ot;k;.sha11 :be 'moeli£:�ed .to :reflect;r;etits.'. n'? _ -•_..---' - _ E' O .. ' ;. . Asbm:•'itCe d: to ti[i8 .Coo md msi ssoi'Po�ne't Prio'•�t'eedd$- fb sPa . 'nd r:ease.ments . `riiu�tit.b1, e e ns..'., �•;.'.:. :::;:,:•.;:•:••:•::•::::•:.•::•.>•:::::::;:�:;..�:.::-.:.: i C .. ._ U d finata fitin 8 .the• P 3. n:: 1 _ f i t a'c rclaiice i h` aa si ':for P Y 1 - i' 1 'K �o•aied b th e. Town s ' :d 'ed ti tsC'.ed' ,•nit tC$ +`fl @ 6�: t h r B, - 73 7 ? I 4 7 " o ora'e .:.T`.e''deeds' fort-the'::`°-''�i` ,•i a rtia on T wn .AtC :a. e Y . _ O :. . . •:. : •..a 'me, -wi11 be_ ia' tacrow..uati :'tom lec.ion.af:; '.::... ;:�:.::.:::�;<:.a:•:::;':.:::•ic�:;::;;;::;:a:::r;:;::;.; � M � v�,11 1 i, .. .. , r.oada•:and.: pen.;sp, ce h 7. P_ � .E ' a � f _ o 1 far°ace t ace':.:•: d:.. referred.'za .t e T'e�ei'bdi'v s o' an hen P th e i i n t. it , t l •J l_ 1 s r + i ; 3 E z ,rations sli all 'bay 3 6 o' owns ecif.ic`ed� aVktr••�•biiilc x • :5. ,-C tic a e. gw ,: 'S P <t`; r. .: --� O .i.nstall@s� on*';bath a.�des. of .the:interior streets. ' -3 •i' f r_ ` b..•'.;,l�tat�r`shall"b'e su'ppli+a8:to this: subdlvisioti by 'the Connecticut�. � ,� ~ :i pia 'er:Com iiu .,• ,•; ,... "1 ;�j� o Y �5 _ f 1 o _ g 6�•Q 1 � -•epa" r•ve" 'ste io=F''e e, sae!-ta`r 'a r s. ?oa ,ten'`to th , y� `•7 ."'All"foes mu'st•be:•`e nee ..Y. Y - � x :r::, ._ \ lu r• R b r o I are,nub jeer .to .the epproval. aE the >daze.r Pol loci h r Q _ _ 4 n - ;r•• p ./ r' `.J 0 _ •the" `olic' :�<:�:<: 'rdane'e:wit' ��."a• ed� in�::acco a ha' .e'•!inst ll h<:. -') _�.St l;i h[i 1s f2'b Y ��:z'a;'=:�: —LI r S 8.�.. P blisked 'b the-�Tova Han a e'r' �see'�atta tied Di>�e to � )•. Lou B ..y' t� �. v 1 _ t _. z a _ o . iid.'loaations•,d£ fi •s' 'are .sub' tect:,•t 't rtreeti' names,•'a j •:X::'S Y e v t SJind o'r'': S C r e t t f e o n of Sou h; a•e •Macs al o th T' - ov of•nth 'Fires h•ti- r .a l. :P P Y i dove er.- - N_ s le.d b the o• 4 s'':shtt' 1�bey'' n cal 1 C'r Y.'•;:•:.' ii:'au' ort ti 'ost 1 i emes 'an 1 �1 n Y� �-P B-�P 9 t f 3 t L ��. .� a Wi o F 92 , oW a€ s uch a� r. o d' r'd' o.f the 'T n >'"?%' �'a m ts•�with the. scan a a' 'a .con ant >• �l - Q e' Vil I .enseto th To a. : } • s• mi'tted"to •ch`is ..Cotomi i .d ;:. f e e policy shall s'ti ub l s i it in uranc li 1 OT e.•. P Y Y <, , w .:'om �:N nett' as'.an insur ed. with a o b the:�Tovn'.of South. in r r• ._:.gamin , . %: `' .s�:�:j�t`;`.:;'���"'-:s:.`•.'.<;.' •, 8. ... o >�2 G G O O,r ,� N c o mo 1 SE Tl 4 N S`C >=' LOTS d m e 'in t.he .a unto d ,property a a od i r as ot.. :�:�`:';' `'fa I limit fo.r•h it a u T' 's e. / P Y. 8 Y Y ,•P a , l _y J .b: ;a Q1 TM :: :. `"•J' fir.*' E 1 NU E.b 4 O� 9 3 r i O- `L: : ::...::...:.::. {L - f.\1 the'.asbod C oE• 1'4S0 for'Seccian, :;::::. :...• * assesament•""fee in n . S , n... .• ���• �4 �' o E I �AS N T� L T 102 W L1 A D _ o w o tit s :Cute fission:'chi m t,o ai a:�:atEbidit: an 1. 700•:faY •Secti n: # O r i z n.i tV t V �E �. P A 1 A[U O NN D Q N�. G, ;1 ate;:. v f _. oi� to• fi ! �.•t 1 z •d'l�.'muat•y=be subitii•C e :�al' 'owl•` 'lion s :o.•Z': `'The•�f 1 n' B sl P. S� A 7O E GNT l-t :p W A `( t{ 1 0 r - k -. PROPERTY U son • �a >`t � G A 's b d i�+i i•a of=':all u're.' om eti a 0 �to'�easu c e cio >�4:- 380 0 0 .•=S c S rovemea.Cs� - P .r _ } ....: . :. .:.: _•• . . 6 DO a ensure 8 ,. m av me to .•:•' x 1 , - P i V to J- P 7 J 1 �o the'. `a''Lettei-':af�Ci'e i�t, sob'.e.c t On Ate Ca j he''Cammie 3 , � P •1! ti e r, iti'`.o a one a t e _n'e" f r 's vaL'of•+th Tovii:.Actor '. . a o ti 'R.. Y q 1sP - 7 ! - •.a'-"earl a - eraed 'oit m be: ;sureren of``CrtEdYt'. n Y�o' aid•:.L•t er: =•Y t :•b nd. •S e .t ii ee er a# /a 'tie'�t :1 C"`li a menu I�:, l : de el N.ova Wet ion--of'-the'e iiC:l1`'io•b sis�a P. n , r.> ' e :� x at n - 'e tie.Eor h� .e d .w t ri 0 da a .r a.-rote ve 3 h3 3,.... .. .. .. d has aft ,.bee i P. •' `(Cr.e its t:e Y K r } f 2 rJ t er°.o � A •:o t on . .cal �-th e• e t., . . .. ... . .,; , .; •ac .its i • "'•ommisaion ma..the C , k-$Hta ,. . a Y P . + 4 •Cie 3iulE 8r l �•A V of a ravel.'-of the. i ' ';<>`;�; � ,• ) / d , :.' :", •• :13.• ';:�h.is•.;8ppro.�rs'1:3's::subject .to' the •coadit'ion.s. PP ( < om salon:rV .ion C tai i d one Ca sa a tfi and 'N Clan s':A t e E ,t s` fe' or7c. n .o:"othkr �. oi`sii ate s n' radin ..an '•If , • - -.amount of a..cash•.`. \ � � 'she I etermine...the t d .:tlie e•Taw :>.En finest h 1 d _ 1•tom Ze a a. � 8 P O • o"d:'oiu s t 1 d'n =snit e.it' work. �Thia.. cash'b n - o d to etisu'a fie � a �S f Oc u`anc i 4 \ O'e :of •a e.rtif icate�o c ar>'to elasuaae � Y%•`•' ":bc nub h mitted� ri P i - _ � I L s` \ o the <r° ':ired�-f r.eacti• ouse. `Pcioi t � - J 1`ba, equ 4 'h r , I '� - .._ '\ h`�•; � z builef lag°of ;any,'s Czuefute'•oa,a - .tit t' 'a:•topograpbic.'mag.; .drawn_t:o.-. • „•: t: d . a h''1'ot fn ch@ ::a. !��j, ` O T� I f� __; M13 a ac'ele: of 1, 4b , 'ehall tie sitV61t'i - , fo,r e e 9 - `` N O z t_ -i d v eioa .shov n rc oee _'coa'caufra ''elevatio:ie• and .tlte ioe atioe >,. Q _ ( dub i 3 , ; $.P Pam . ► , o F �/e e':issited. ixnt3l s 'af"the::footing::d�8irw.: .'',No-•bulldiag:permits wil,lb , e : ro os`ea' con.tours `>:floor+:ele3ations aiFd 3ocat•ib:q: of.::footle' �z� • :;ttt p ,p ,. .f � .. I r,! 5 ,W,y ....,+_ K f -� \ +, ;�� ! � � � i�.�^i_.!. �r}'i.,NT - dra3ns hava'..beesi}`•a proved;,tiy .the" Town::_Eitgei,,' _ --. 4�. o a3.:af the J1 _ r to 't1ie��i' x v -v'sion is sub a O raina•e'.�Eor`�:this^subd•� .i j .RP.: , 1 k r ti J I f • d, wi•h.•,. I •�a� me t3a •.mu sC-bt:-hel C , `l7: ..'Pri.ar•:-ta;.commaacemenf•qf;sire ,yi'artt';• e g.. , �� , - ! t.2own. 51:afP, , y0 ` F,�fy 1 I`�a• /.�. 7 47 I ,r:d. LOT ?sirmira•+vil1 'tis isenati�.uitiil;,a11 the.can i, j / C7 :18 .No bonding":p, . . . : . . '- 4 a rSvaL.have` liseit• eomp•1'ied`,Ni.th',..'agd: tti'e 'tiaal:.plars.have•sbeen f.i r6'in the lie lee. o.f 'tote'Tosm'.,C3 ei)ii. u' - ��.. 4 on'„felt.::Secti3 _ $lactcand vtii.t.. �'.C'�easpai:tint, tnyl$rs ,¢f 5he•ets.�l'3thrastgh:., _ ad' Sheeti's:`l:; 2 and' 3.;fps:'Sectt�ri,.q,. taget4re.x: with tyro b'lueprin`p.cop.ies'';. . j ` / .rtha ..ep 3ie plana. ,must be _submi'ttad;'to. •this 'Commission .to I ` _ mtiat::'bc 'ze roddced':on S' ` ' ���,�._i''� JFAcE rGu�r� �� . tie.'swamped•'atiif`?s,�gn .... ..'Thi,t :Let'tex. oE::•appxou.al' p - _ - si'trip she ls'tie.,.a the .vi1.1. 'tr@-returned to 'yaii`•and �I , 1 / W , _ Ctie. leas After: ... S PlY Y, 2� LOT /aF�r-h `Z� (� �F t tiust be filed is •the: Tbwti-Cierkrs ,0'�fice wi,Cti#if::40 d yti. j - ` 7OT. I_ AT<E:=: RE-QUC-TI:')! I .. Xouaie_"very•"truly:• � P�� �<� 'f t I .r'-`'` %, � _ — - �• t ., , PT:AN1titVG :-ZDN2NG.COHMISSION ? CIV Q' =i• _ t; _ J •� V_ r/. (r� .-!�l�`�= tsi`-•c:EAt]E - i •�f ';' A H I•CE I1•�, L, I::,t`-T � .I�1_; ��._ 1~_ -x,;•1. :r i1 -vg Y .. -�Zh _ encs. Louise C. •tivans:,_, Chai.r.mam •,• � � ,• � / - - _ Ytels' 8' Town E:i inber' y;<:' I f \ �` \ Cv7 �•''�10 N/F llA . t.. r 1 \ Elm , o: 5 oo ti ':Oiree'to O e•--.__- �E ll. Bana'ch,; a wM_ . , t ARK ER�. i . ilditti •'0 R is 'Bu s 11'Aur i• -6- �'8aI'leville';aAasess g•'ion•' \ - i`oa C i etivta, r a Cons t, - - de'••A e c• i O w a [ 'A u•tiEnCdn.Cr.oi AuttiortCy.ase `Pol1 _ - e6• r- r•. J' �5804-'a.0`6'•A i ei 'H a; i Rein ti R GYP �•: Ph J } i �- h- 4•... r a�c- I 4 II,, INDEX T4 DRAWINGS 2- 2 2.0 A,,z Sheet No. Title T �9 20. Ac. 5.4 AC- KEY MAP N/F ' 2 & 3 PLOT PLANS CUSHMAN ` w� c�t �1, N SPACE I- .. �� i: OpE ",BINDS PLAN"i'UNG DEPT. (IL' 4 8k 5 . TOPOGRAPHIC MAPS SOUTH•1 c AREA '', �.\ , \ 6- 9 SEDIMENTATION & EROSION CONTROL I0-I2 PLAN 8k PROFILES u -4- OPEN SPACE SUBDIVISION A - 30 ZONE 13 OPEN SPACE I o LANDSCAPING PLAN K E Y M A P CON �RUCT`ON ROADIL + S ) S E C T 1 0 N 4 / I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY CORRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS tl�r S 0 U T H IN I N D S 0 R , C O N N . :OF A' CLASS SURVEY AS DEFINED IN THE CODE OF PRACTICEF r _ REV. 10 FOR THE STANDARDS, OF AC^URACY OF SURVEYS AND .MAPS ° ?- R t ADOPTED .DECEMBER 10,: '1975 AS AMENDED BY THE tJNNECTICUT THIS, J4lAP-:IS COMPILED FROM OTHER MAPS, DEED DIMENSIONS AND � ' w r f. SUBDIVIDER 4sSOCIATION OF LAND `SURVEYORS INC +�� REINO E. HYYPPA 9 ASSOCIATES , t ,.•' .. j. . NOT ..':�E'. �YI�VTR�E6i' '.a:r �t � ✓ .fit^ ' �' .DART HILL REALTY CIVIL ENGINEERS B LANI URVEYORS . : F INFORMATION, kNC . RCES •`O 'OTHER SOU GLASTONBURY ;N. . TE SURVEY AND SUBJECT .TO FINAL, . CHANGES AS A RE SOUTHwlNosoR, COW , ACCURA _> - ^r ; , . �.. WI IALA.. N sz2 SURVEY AY D SC WE „i, RATE - . .,. , ... ,.: SCALE I - DATE 4 9 : w v' 'ti r SH Y -. - - -__._. �,_ .� ..._.� w-.._......,-.._.�.. - .-.: �_ .. .. :- • - . _ _ _.f. f. _� �.,�: -... ... .. -._ _ _-.�� _«.s-....•_ _ - _ _ �. _. _ -� �_ ... - �-�_ ..« - .w _ .. --._ .-1. � _ �_-���.�_ __ �,— �.,. _� �_-...�-_.ram ..� .-�-_♦ _L' T T',_.-.L�� ._•_.a. .-..1. --_ ._ .._....- .__._-. _ � _w., _._ _ , _ T_ -_ .� ._ - -. - . . . . . . ,� . . . : - 1 . .. N - . . :. ,1 'tr, - - - - `� . .. .. .. - 'i - .. I� .. I . .. - .i1 .. ... ! .� ,t} _ :- ' a. , r - . 1 ,. - - ' 1 '' _. • .. - .1 ij. Y 1 - 2 .. 1�y,t9 p Z. "`�J Z ' ;��li,-,,, ,.: ; ., .. . . ...;.-.�. .1. I . . .... I . .. . 1. . . . . . .. . . � ____ 3: Up i� I . � .. . ...; . wGA I 1I i � 0 w Y, MAR1ON 54 j ° o CH 8` �, y,J J pD•OO' A,o��46'oe" ..1 1.....I..t.....I....,;I................I..-.*,I..-...-..-I.,...I-...'-.......-,...-..�....z....,I...........,.I:I,..........I-i....7...I........�..........*.I...,.......... \- �_,\1—I!�—. q\,01�iIu_-�Ill\_k 0_o�_6 _I\_S_--\ �'\__i\_�I_,�__—_� 1 1_U�W o 58' 2� (� a=250.oa - } I 2t r l 'C-14 79` ' N Op' L=29.54' ` �.�.—,,,—. �I . I I � .:L. Jp0•_ D 11 1.1 l l..--... �-�. _ ' i 1 . f \ N tot z5 n J ..-II0'.0...N\.I._4 1oII-.1--. ' 1�a i . — ° g7 S•F d Z n . ,".,I.z-,I�%...i.I..:.1Il l.�-z,"I1-I1'-v.�l1�/.�( '�1,.`\�-I�.I,I./.I.I",_.' ":\. _o.S�<_�,\.eq.l,,,".I\. . X, >_I1I���\\rz jc-fNo l 0I.7-.C,..)j_9vN_PI 0 I_.,A�(<I i..1� �ej\_� \"\,���- L 0-,\.-);7!-l 7-c,a b.?-I.i �? t� J \ s o_ 0 EA Oo ,� _ ID1 @ � AR _ Zoo f �, a_ g9 f EA_ t8,2 4 I A!,�4_V xO._v\C I,�)I�. _4%�__--�-5_-.---z_-_..--_—_4- . a _ � \ .� ' AR ;; f . . — � so' 1 0 l J 131 r' � \ 1L" , \ g� AREA _ f oo 1 0 .\ ,- p.t�° .l�O / / \ Z 97 1 0 £� �j 00 S'F• \ __ �� &90-oo'o0" _, a' `� �O O A 17 f c p O6"-35,�8�, R=25 oa' -'1 f: ` \ ARE. \ lr �:o6'37 5D, CH-57.55' LF 25.00� '•! _ _ ° \ ' CH 57.63.Y _5 7. 57 44.701. 39 27' :� �\ \ 1 \O\" / \ �- \ �7•�830 S F 1 1 L' S7����500.0o T=57.97' L-I15.'43' 5084449"E SC3] D G� °� / \ \ AREA' � 36 5d o,t��t3 3 662 �7 .- , 5� o �O / ti \ N goof y p0� �O a- s.00` .r 07' T�^ :l ,,!., :,,., Gl� oc . / \ 0 0 S f' \ 0 � � 100 �,z,3►� 3 _ R,�� B+6;:o 9 .L---bIF_-_._%.j�O_— P cP ° 0A f h 5�8 ' ' I •; SQ oo .� �\ , 20+ y 3��,2`L �� , •� T 68! i STREET MONUMENT COORDINATES i ,7:„5 N \ 5 0, REP `.��� G> ° 45O.OD' T=52.t'a`L-103 9�IJo� -)`W NORTH E1Sr .! QQ q s �, / SS 2� ��-I ©OA b83 pLl3 t gogg49" N -0249 �te.i2` bSE 183 93$.24 4 95 Y' qo. z \ \ � p2'S� Ip8' S - cry=3�$*, U 6�. I . : / \ F' a �-rs 79 -��. =3�. 68Z 183 930.Ip4� • 2 9D 1.78 f.�.�L�.-.-.�I .—, I' .30` 41-1- 3►G-2 -,'`i �\ p,�'� y �.��3 po 3`�, - _ gyp, m 683 (83, 838:29.. 2l4, 978:bb - < \ 20o�Q, P,2 / CYN a - ��� `'�� tc7� _�_ z� vj `0 0 — --! +a84 103, 819.58 214;93 2.29 i'• \ pt \ v.00, \ ` 0,� -35p Z a, �- � 183,S45.OS 215109,6a.98 .. \ \ \ °,tiaaa� ;3a ?5 _� ` Z �� 183 52�.34 2t5,OSo.c�2 O5� / G v%Z 2�0 3 32�' 4 :1�2� A4,3"r �r 1 0 w I '�\ \ - p % 3 �' �r 1 l o 00 30� -5�° f a G'13 {8 3 450.80 21S, IS- .58 O „ 2 �� 3� o°0 02�`2� N �a14 3 41�0.'3 6\ / �; =z 3° 3 fl _ - - N 1 --) _ O {s $ 2►s, 52�.3, �Q �o, ¢ '�3~ : ' ����3' - \! u N - Q �a3,974.8Z 214 894.99 iJ . o �' /�� 03 ` rn f t\88 l m •, Q 00 Zoe`o, ' U 's 0 l 2 Q' \ 4,0 Q-� �� 6' ' N - AREA = 17 704 S.F. "+ p , A t7, . .+ .. L �� f l 0 1 tt9 1 ` R -A " 8 2 ' 1 �- 1 • oA 00 5 _ . . 2 "� ~l � 1 , a � ft20j 1 AREA=1 �� LEGE.�1D . a� .+�Gj \ S\ Q W 1 500 S•F' ' �� 8, ao.oa� -- O _ F'�FC�SED 1.P. . � P ,lo �2� o EA- s (D&4.'4c)- E I XL o R _ 95 00 1 0 PRoPoSED MoNr- . i o / -- . o o�oo \ � 0V . . . a o r, ` c, �\ 08 S,F oo ao • \ 6, \ AREA 17,a \ 30'3 7� . . i /\ \ r NOTES . - . „� \ � ck, \ / ION Z �. Al_l_ LIaTS HAVE MINIMUM tD�' LOT Sn11DTH .... ��,� \ 6a �0�0 V SEC^C Z. THERE ARE ltS4 FE.M.A. 100 TEAR FLOOD �j` P,`�/ \20 O\ .,`�I SPACE L3CaU1JL7ARtE5 W ITNtN TH15 SECT 10h1. - I -9\ °a o �P s(' NI OPEN :`,', �s . \ \ � \ z . s \2 bs- \/ I . __l N . . - - 6�°o\ PRE / °`� _ — . sN �� / 0) \ / v I ��: _ \ 0 PEN SPACE S a� UBDIV1SlON A 30 ZONE �� PLOT P . ` 1 L A lV - - SECTION'- 4 . ' M 0 U NT Al NVI EW ESTATES ' `,.'. '.•' ``I � � I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTAN CORRECT AND WERE PREPARED IN A�COADANCE WITH THE STANDARDS S 0 U T H WINDS 0 R , C 0 N N. OF A CLASS A SURVEY AS DEFINED IN THE CODE OF PRACTICE - FOP THE STANDARDS OF ACCURACY OF SURVEYS AND MAPS ' ADOPTED DECEMBEA iQ, 1975 AS AMENDED BY THE %ONN ECTICUT ASSOCIATION OF LAND SURVEYORS, INC. c fV ';i"w i . l REV. 10-6o-sG Pctr �}orY-f~ CrOmMer1As .rs. - Y r' �� REiNO E: HYYPPA 8� A5SOCIATES ;e.;.` - i C VIL ENGINEERS LANd WILLIAM KLOCK L.S.No_ 31622 9 SURVEYORS :i 4Y' +=r, t, i GLASTONBURY, CONN. I Jr .,GALE 1 -4O BATE 4 9 86 Mai No. I80- 83-lN :: ,: _ �.__- ;:, :. ter . . _ cL,cc-r n . r,c ►z.. _ -- ----__{. .. . . .: . . ::. _ . . . . . . -�~ .. . . -` - Y `1 .t. 1 �.1`y 11 - -/. �/.-; L"( . �. .. t. �- N/F iRENE E. GUAY . _ -- 1Iz7.s�' C-�ota1� . r l 11° 45'Z7" VJ .. . )053.42'-- _ . oO�� 1 , , _.L 74,08` .. _: W . . f - �n w . . - .Z 0 , qo . 3o:V .. EN SPACE N a N ti 0 P ao • z z � m . •' ... w AREA = 224,703 S.F. 0 — W . . Z N 0\_ U. o m 5. 1s _ A�. . , . . . . �, s ° °� .. ... -D Q o� . . . ..I-I............I'...-.I.-,..l...�1-....,,I:.-.........-.I...':....I:......"....:._.....I.,�....._..-'-!:..z......�-.:.......'-..I.:..'..",.,.:.........-...'...-....,I..I.,..��..:.--)...1..l..II.-..-.�...II..I.-.-,-..LI�1..1 i...I-_:..%:..:.,I..%I...1...._—�..,,, Ny `' Ill ;';: 0\ .. O s o80 4l,e E 1053. 15I ( ,+A0 ' :.a" o m ; o - p � 148.14` - roo.o0' loo.00, 1oo.00` lov.ac' ]Co.00' Iao.oa' 3 . Lij Z .. 1 W 3 0 F- --� ;-I z. o �: 1 � . .'. . . w �o�oa „ 1 , 7 . . . b 8 m p=oG q0,og I." R=Z5o.C1C)' R=2Od.dp� 1 Tb 1$.7 =23 ro3' . O - Z_ I . . . a z° o - @aI0 W f05 w @w@1@w f09 ; 3 - _ - 1 3 - { _ o o = _ w w a STREET MONUMENT COORDINATES © � W I o ° o �" - - - a ~ -� `� o N !! a a - o In o NorH EAST W ow NYo� _ - fl = r I . I _ o � � za o _ Io - -' 00 F AREA I 00 S I 00 S F AREA 1 00 S F _ °0 Ur S AREA `26,669 S.F AREA 17, 500 S.F. _ AREA = 17,500 S.F. - AREA-- 17,5 S. r = 7, 5 .F. 3 _ N AREA= 7,5 - 7,5 . . N w I- Z r I ° o r ao I i r �� 184, 76,.69 2(4 82 3.74 - _ - f z I W � I �; o pp Z I Z Z Z Z - v 184 745.50 2#4 $g7. 4 . . . 00 : J 60 to` lo' So' SulLDiq/G [i�tJE ld47 18.4.%94:-92 214,5(04.73. t,.. , I- . z �49 184, 6&6. 14 Z'l4,839. 21 . QS l Q . - a Q }- d-9d�odao 1� -90�0000 F- 853 184 0'13.�Co 214,87`�•?8 W ,r=25:Q0 r. T_ZS:oo, N ? Q W.. -..=3927' l.9 39:27' i W :.'= 100.0�' l29.Op� Ic�o.oc�' Ioo.:oc' r cv.cpo' loo.00' �. oo.00 ,oo.aa . } �8a g4' 4�' E - ",� - - -1 .. - -� ! 73 __ NAYS f S KY 12 FARM Y4 'S ROAD '� �-, 7 r58 a } 1 . g _ Y' W. .. N 080 1 7 3Co .4Co` 1049 p _(b) N 0$c,44'4o)" W . Q - A 43" W e_)(P.—.. _1_.I_--I . �/-.__I loo.00l too-00' SO.ao' IOa.Oo` 100.00' too.0o' 138.34` q3 moo; 9o.oa` {- . a 4=lDo'3G'19u•9 0'-p�o23`41" - .. . . . R= 2-5.00` 0 �D R=25 00l Q I ... . • . Tz 30.12' r T=20.75' p . 446 ` . . :1 Fi47 . _ . ';...1...,�.'...II,.'t..��:.�.�..,,...-;���..�".I�,, O . .. U 50` >331)\l d\NCa. L1NE W -t_ --~-- I ~-- Q T— Q N l I f 2 I 0- o I I I I I �� p r o .: ,I 3 w � w w / - z . w I = b � ti Q o I � _ o I I _ -o j III W I a i J Q . 3 116 0 115 inQ O jo 0 114 09 f3 a O I o f n? 0 O a r C I- 11 p 0 ~ r o r I - U} I e - j ! W . I r AREA = 17 500 S.F z AREA = 17 500 S.F to ~ w Z I AREA = 17 500 S.F. 12 I AREA = 17,500 S.F. I z 1 AREA= 17,500 S.F. I I- ro 0 f 11p � �, W °° z a I AREA = 26, 409 S.F. I 0 , . ,n I . 1 I I -I - 0 v N - - . . - J W I 1 Z 1 I uyp -1 I L I I Z . O I f AREA= 25,395 S.F. . Cn J a I f �, - � i 1 - . . I Oo s00 I_sz G�J5 N ' 10p.C70' ldO.00f 5d.0o' IdO.pO' IOO.00' � I S .- O S' 44' 49'• E 1 l . ! 1 I ! S plc 147 �81 3p.1 - OPEN SPACE - SECTION 2 SI, w J OPEN SPACE SUBDIVISION A- 30 ZONE . . . , OTHER LAND OF DART HILL EALTY, INC- +� P L O T P A N 1 ` .�..x •' 1 - . I r e,/-:_)- --/IIL� )0 0ji vI f,.- ' N SECTION 4 R=5° , r:. :` . TEMPORARY EASEMENT . . FOR CUB-DE -SAC M 0 U N T A I N V I EW E STATES . ::I. , . . . . . .. . Y .,( . - I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY SOUTH WI N DSOR , CO NN. CORRECT AND WERE PREPARED TN ACCORDANCE WITH THE STANDARDS 4F A CLASS A_2 SURVEY AS DEFINED TN THE CODE pF PRACTICE FOR THE STANDARDS DF ACCURACY OF SURVEYS AND MAPS ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT REV. 10-Co-8Co 1'c�r a c Gommc JCg 'j. .; .. :.• a ASSOCIATION OF LAND SURVEYORS. INC. . REINO E. HYYPPA S, ASSOCIAT'ES CIVIL GLASTONBURYLAND CONN YORS ..' :., ct .6 ; WILLIAM KLOCK L.S.N . 11622 . SCALE I" = 40' DATE 4 - 9 86 MAP NO. 180:- 83 EIV _ - ,}; r SHEET 3 OF t3 SHEETS::..:.; :� . . - .,1 300 / 300 T0W oU D 1& !D _ EL oo / • / N 5 1 '8�/ 1� p p0` W\GH, , i , 2� v� 10 f., ,• ��_�,,�:---— V �_ � to 1 _ ' .. �''u t,► �' NOTES I . Topography from aerial mapping dated 12-18-$4, by A.D.R . �- z9 - r - Inc. , supplemented by field methods . /�� --- _._ z. a �� 52 0\ - - �� N \ s - 99 y Associates, `,l_,f -�� -` �•� � C Zoo +�� ✓1,-`r 1 , • . O / 2. General grading shall be done prior to issuance of a _ NO3o50 1 a SMy Certificate of Occupancy on a lot. 3. Large stockpiles (500 c are to be removed from a lot �a ��� / - �� 15G7. f�� -•; 0 . S / TF =303.75 l rior to issuance of a Certificate of Occupancy on the o / � r`" � , _ - � �-•=----- � � � � � ���. 2.3 INy=29�.Co3 i I lot and/or adjacent lot. , _ - • �, _ Q _ 8" So+"'• F�"`Z A-90 oa'oo 4. Areas to be regraded shall be stripped of topsoil . The �_r si 1 Z \ / (6 O �° d=46'35=48 Ra 25 00, P P O' / \ � a �"L-3927` topsoil shall be stockpiled in neat sail banks available 6� � ' ' �j o6373„ CH � for use a5 required, temporary erosion measures shall be 9 CH--578 L=57.5 3�4 44. 1 � instituted to prevent excessive erosion of the topsoil . aJQ/. O u g7.86� =57.0) l 43 sob 9 � D ' ro CP -- r 294 g! 36 54� t , 5. All disturbed areas shall be stabilized with 4" topsoil , �° -- '�� ' -._ _f_o / • • • 9 . •� `_j�"� , INv b� --- seeded with perennial fine textured grasses at a minimum z �G \ • N 34 5 `" 0' R•cl�s.4a' T =s :07 3o4r rate of 1-1/2 1 bs. per 1 ,000 sf.. 00 ar. @ 2'O 6. Staked hay bales or filter fabric shall be placed in �� SQp' o°� • • / �— SMH 9g a� �276'-(55 0' _450oo'-T=s .1e'c:=1o3 ,4�° critical areas during construction as directed by the _ �13 t o=oe; ,ZW , Town Engineer and shall be maintained until surrounding No�Q� / � ��e' � • °�y • •, • ' � / ,mar,. J>\fV= 2a` ��Jn �' l- � @ 0 5 ya � ° D°3��49" �g 6�'oe' Ir 1 A / •� ° ° r C CN � � t � areas are stabilized. 68 15 7$t qJ / �� \ \ ;•' • •. • ' � f2 O• , d"' ,` 3� q•. 340 2 ����� • '-'3 300= 8"Svr.@ 2.`2� ,% = 7. Reference is made to the Soil Conservation Service p3�3o ��t�-ts // �\ c�J3Q 301� D � rn Erosion and Sediment Control Handbook" for acceptable D,Ao� MCP ( M methods of controlling erosion. C �p • . \ 00�0• Ltk+'$�.?p;� r ° 5s, 2-t" `�`t /�-- �_ -- -y-= -1-� � 8. Wetlands located by New England Environmental Services. 1; Al I eesl 2" •� .r�`o1�°��, �'&,t� z�?� J boo' / � �"�KKJJCP ` N 11 { JJ(S1 1 Z 9. will be protected wheneverrpossiblear greater in dia. = 2� �/ \ • � tyt Y, U�µQc� � 1 / � G r�� e �t _ r�^� J , ` r 10. There shall be a minimum of 2 trees (2-1 /2 dia. ) in tr front of all houses . / ��y 3`3 ' �°p 5t``y7• J C�299.�O �l N 0 0�� i 17 I 0 �'' oF' 2^d� T �9�9� ��� ` 0 11 . Footing drains will be supplied to all homes subject � m to the approval of the Town Engineer. 4P •�`' . c� \ �.� , �e���� `'�P' �tl � � - way ' ; o O � f c - O - �, 12. Most lots are suited for solar access . �L LEGEND IZfl ' • • 1 �� I' I � 0 E AAONUM E NI t ROr.1 pl N 2 / - - - l ? ► ---a---o Rio L q�0 ' � / 1 j 82'' o'ao.00� 1 _ _ _ _ tZ E �t �NTOUP. {'' A• � � > ,��' 2q 1. Q � � j • o0 5 08{44'�9" E _3 X 1 STI � C• 5 4 l '^ oP L` ,l \ 12 I �s I 1 PRo Po S ED G©t J R T fl : I 1 1 F2� © C-CC� STD�t✓► Dk�.t ►4A6,E 290 o0 00, \\ } �r _ PX 1ST 4 h1G S�R1'n tDRPtI I`IACaE G, A 5 E v�lE fz C o l / � 2"t 4 0 - E yC t S T ING SAt"I TA�`� 5 E uVlr(Z / o' 32`" .:% is - / CQ 2 � � �rS�C-[ p l�e�N D V�1CT l_AN 05:1 X �-�� F 1N �+ 9 oo i \ G� Qo 4\ . Q1 \ I ,�t5{• ga. �� ` -. � � �\ � •.�� � o�r�,'sue` , ;-?��, � �; �i 6 all f� � �s 2g�• (\�� s oQ -c o�Q -� � °moo' !'�.� ,� ! �-- �/ OPEN SPACE SUBDIVISION A-30 ZONE = TOPOGRAPHIC PLAN SECTION 4 U , MOUNTAINVIEW ESTATES Certified to be substantially correct jo SOUTH W I N DSOR , CONN. '-/ • / ' REV IO-c'n Corr+mer-ram i 1 _Q•-�=�� /..�L-�' ?'°jcv� ��v. �1-14-5� per s�-a�-�' Cosiczmen�'S enneth B. Smith P E. Reg. No. 10814 REINO E. HYYPPA 8 ASSOCIATES CIVIL ENGINEERS a LAND SURVEYORS GLASTONBURY, CONN. SCALE 1 ° = 40' DATE 4 - 9 - 86 MAP NO. 180- 83-IN SHEET4 OF 15 /8"RCCE so � /`L =500.34 f a \ �10 Modifi6-d P/ur->g c�' Id170 ' (S c o L=1-0' W.1=S` I R E N E E . G U A Y ) 1 !2"Nodif/mod Ri ra 100'-/-5 RCP _ 1 �y tX° Jl C'hanne/ On 6 Groves/ O. 5 `/ �� - 1 �` - - 1453.q2 1 J 1 1 Q) / w 1 j r% 0 3 0 ��� j Mod%fie•d ,4�i rc� �� `�,.,, P E N fS PACE pQd 0 / . ! B06 I ! I 216- 120' FJ�2AINAGE ' Mod iFicsd R6prct A ror\ EASEMENT �11" le" l�CC E s�� -tcit l B) NH -j / 300 wz;o, �162.4 co Ire_ a z p\ i1••' ```1 3°5 o 0 s o .a �n � -`_t`4o.00 � � +oo.ao /q8.!4' t0' o -•. .,✓- -�r �=' ! � � / O I SLOPE RIGNNS 'CO LL f /l E m TOWN 01~ SOl7CH WIND ��r / T 11 oc�S %�e• f - A O(oF46'08" IJ.I O D�oo4ro' R=250.00 I-- o oo =2R54 t 3 f I m= 04 /.. . . 10 1 w 0 w 10 I 108 . • w r}..u} N/ oQ �aQ, 1\SA �� '' ' 3oco _ • _ . .. o OI = ' 0 a �a- I = -to I � 2.9. 5 • e_ �2�11�tayI�GeI r'TPSsV in cGn d i 0 , TF 3J10` VERAL Mp1NTE Q I ° Elev.- 5cB O 00 �O t Q d} 50'8111E©ING LI � �-�' �- L- S- 01oa0 w T � +o +o22- /8MCP 2e'pC� o /o z I 2S r~r 1,� SMH -. / / - @ 2.O/ C8 Z go�8 San. I / , SMH Tf-= 315.48 I- LL / ---- --•- g I.- n�9000'ad` A- ZoQao`oo" ��/ INY p2.lO 4' 0onc. Wo/k � Moi s�W der // TF=315 27 f"L=31/.63 Fz 35-- I 7 _3 � W R-25.00 tt 500 -r=k'60 L T= 25.00' / INY=3oCn o7 / �y S ECT I O ff �- W L=-59.27' L= 9.27'/ �o .00' / r o' ►oo.ba t o.00 = 100.0 129.00 +oo.oa' I / pyv P' e E-MEFG MC`( 5PIL4_UVA`( DETAILS z FL=3/ .92 ... / - 300'-8' an @ Q)S o G- � J NOT To SC.At-�. _- 300'- Svn. / - ^- _ _ / J _ 3t8 Qg% +Z /I 37D !a - 11 30g _`' =Fl is / J 31Z `� 314 / +� / 3 ' 30fv o - r - !7 _ J N -Qa 4G' 9" 1ti/ O$ 44- 3 .4(0' 0 f 322 / /'t D` OP d CI Q /o�. ' so.00 �=t00�Ctgu' O � / ! iao.b0. ` t I-,.2sAp . R=?5.00 Q t /C C'B 125'-/5"RCP ! Tr= =..3/2.55 T 30.12' j =20 ems' 15" P O / ,Z E1eJ.=303,2 T = 303.G3 FL=3oo•zz TP�3 47 ✓=L=304.54 5% / INV= 4.50 �7 /-�/�[� Cf3 6C r!�"FC4!- / � ?2=/5"r2CP(Z) 1.4 Y. z2'�/g"F2CP C� l.o% @2�/o- TF 3 9.23 / 1/ @ l.5 / "' 40 @1 2 Qj P /p � ! !s`-p" Modtf ied r',p:1��:p:C►a) / on �' Grave! Sate _ ; ��/ O 3 4 94 / � / Lij �,►�� � � / IC =303.�0 7-�=30747 31.4 15 =�298.08 S iC =3 3 �W 04 � 3 _W W 3�4I Tf = 3J299 / - FL 310. 5 Q / C W _ I _ l / . II JAL 308 / p - r o a I 114 113 o 112 - i / 34- 18" CP J o 110 - I I'S o 3t� , O o a a 13 ow of Mtn � � Ill 1a @[0 W 3 Q �. to r tf1 0 - • . o �, t- / to O Q a r , . ., r ap - c0 ` l 3ta 1 m r � � CO I + ce J o f I _ cr Lo / J / =/ F-L 0 .84 - � 0 1aa I w C �n+e Q 7-0 L Cyr of r7 . _ . .. • FL 310.4 7� Z 1/ f TO Orl Sole I 1 @ 1, a ) L - -J sf sn�N 1 o.aa` ►oo.00' too.oa' too.00/ / 135.�9' /�F=3/S./� lao.00 100.00 S OS" 44' 49" E-I _ XinoN. flo' Mair /�r�a c� /toad ` ( i sr8 of o st t4-7. `, OPEN SPACE SUBDIVISION A-30 ZONE OPEN SPACE SECTION 2 3Oe + ! 3 OTHER LAND /OF DA T HILL EALTY INC. TOPOGRAPHIC PLAN i2D= 'San C�0.5% 264 -5 r2CP +� 3i3 3Zo SECTION4 r 303- 1517 2CCE I 4? TEMPORARY EASEMENT } ! M O u N T A I N V I E �lil ESTATES Certified to be substantially correct -- - - - - - ---3Q�- -- - --'- - �'- " -"- - � - - FOR CUL- DE - SAC / a �"� ' F Modified 12i rQ Modifieol /2i ro t Plunges Pool ___�,g_ _ - C'f-�onr�e( C j (Set-- Dcfoil 5) �� � SOUTH WI N DSOR , CO NN. Kenneth B. Smith w P E. Reg. No. 10814 ' W 2-1•J \ � REV. 10-Co-SG ?ems s�a� Cor„me,rcE s {Zv. -t4 -8to per s�c�� cornmen�s EXISTING REINO E. MYYPPA a ASSOCIATES SET E1\/ T 1 ON t3A3 I N CIVIL EwGtr7EERS & !_AND SURVEYORS S E c- T I oN 2 ' GLASTONBURY, CONN. SCALE I"= 40' DATE 4 - 9- 86 MAP NO. 180- 83-i N l SHEET 5 OF I3 t' 3W / 17 TC) U D _ --- / 0 GP „_�_ -�� 0 zc)a \ J r �/ �/ �, m •� j � � ,f'si tp p' •,� �—_ W�CH. i , 27 v� ._,-. a00 4_—_ �� ' �` —��` f p°Q\ t3 rr `� / •' �� ( OSTAiNED FR ca SOtL_ SV R YEt REPOS TF P, 4AFD- COUN Z YOM 7 E --A-_ --=� ' - __ - �� - TF 30 N0 - So1L T�(P�s ge r _ / Ll 7.60 ,r A-90 oabo S 8 L NAME �� , z . . • - i 6 0 �° d= '4a ,R� s oo' �rM a y \ p• 0 --`� _,�- �\ a� ' @ . 7�50,f �3, =3? f Wt-A WILBRAHAM 51LT LOAM, OTOSt_OP�ES =o6 3 CH-57 9�� •' Zq2 r 1 i � ' - •- •. �' � 1 ' t Q $57.� L=57.5 3 44.70` _ � y�(5A V+I11.8RA1-CAM S�oNY SIt-T Sr.OAM, 0 'ro 3 /o SLOPS \ N WeA WAP?1NG, S1�T LOAM, O -to 3 •6 SLOPES °rt �,g7.86 - 9�1-'t 43 sow 9` n w 'Ps ij1jA,PP II�IG► Si'ON`<' SiL`t LOAM, O -to �/o SLOPEs c. ./ -- \� - _ - ' / `.,� \ ,. • 96 1 I P r- T� Z94g! 36.g4 da 1 SctA SACo SANDY LOAM, O -I-o 3% SLOPES •� o \ 1`j ° IN — — SA C HSS IRS FlWa SANDY LOAM O �0 3% Sl OPES S�G g0 '(,\ •• ' . / ' N ` 34' @ D °/ o pp' a,. R= �s.00' r=s a7' Sao3s y 3 CSB CNEStR� FINE SAND( LOAMY 3 to 8% : SLOPES % b �• �r BOUi�PR`� 1SJGATIOhi ! 5QP oo� •' y SM 299S� 293�3 r°o f -� azra'+33a tz op�p24'4 " 9'e.l ' OQ� l� \ gGj •• • • /a('_ INV' !►� @ Q.o)/. L p.04`�49 CHp f°co.00w '� h • , • / " 5 a o 'Q� 08 r C ' CHs'>7 L• Cvfo. �Q�, / , \ \ \ t25.8Q. h`o2�` q• 68 3q-0' $1 _ tip• / \ cP� a 30 '> m 0.5 m � .cam�hy� • ' � � '�' � � :12�.to �t� � �° 5 �, � � � `� � � � Off' r! 1 ' I .� SEQUFENCB cocatQsc P-1uc �� ! �} cc (} 7 -. .• a1lG / •� 4�O t ,f �'(� l - / (1 ' S Z z \ •. cyt �tia�` 3.• 5 J2 l ll I r ( 1 PLAGE E 20�1 o N CONT tZ0 LS 2�1 3•?` i� T22-J1.0 ( Z� tZ4AflWAY C�RAD1t�1C� DRA,1NAGtE� ;?` . : / 'I,\ \ �'� •3° �. C� O �� •P \ I I cRr SI'+tVl`CAR�{ SE.wER 1aOc�15T4ZUGT -t2� = 29�.9 / I I w N O S ! j 0 . o L 1 m o lee, O v G'L o / y. . .r� 29.73 � Z.� O `moo �2 � " 0 :1 CIO 5 G ,2 813 t� 0 t2:�, to _ •oo 1 � •1 •t .�� 900. „ a c SEC IPACJ T `cf- 30b y a apE .300 AL i Ur ix Ile • Off\ ��-,� � - � `� ��,. I � OPEN SPACE SUBDIVISION A-30 ZONE SEDIMENTATION a EROSION CONTRO SECTION 4 TH IS PLAN . IS TO BE USED FOR SEDIMENTATION EROSION M O U N T A I N V I EW ESTATES � 'i / CONTROL MEASURES ONLY, FOR jo OTHER SITE . INFORMATION SEE SOUTH W I N DSOR , CONN. • - / � � - TOPOGRAPHIC PLAN - :. REV. !O-6o-gCo Per S��'� CAm+men .„ �eQ. `1-14-8� Per s-1a4'T Co e-Ais REINO E. HYYPPA 8 ASSOCIATES R~, :., CAVIL ENGENEERS & LAND SURVEYORS ; GLASTONBURY, CONN. F `, SCALE 1 = 40' DATE 4 - 9 - 86 MAP NO. 160 - 83 IN s}'i - , ,. SHEET Co -OF 13 r ..•4� ..;. I . . . I.. ...,- 1. I I 1, . . I I . I . . . . I I . .. r.. . ... .i.,.. .., _ ... I . . . . . . I . . .. ' . .. . I � , I . . - . . . . . ;T �8" . . . .. . . I . . . - I . I ..", _ . .. '. I ...., _� I , _ . . .. .. f ccc- �:,, : - ': . ,� , , . .1. 1 .. . .. : I.: % ..... 0. , � . I . . . -I . - .� .. .1 . . � I . . . .. �.I � . O _ Modifr-d 12i `ro j . J 1 \ \ %.,�. .. . !: . . Oeloil )):L=15' y,. 5t E. G U AY I . I � 1. 1 , 1 w.z-`� 5+ . 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To oil Sko� ie 1 ` I ( @ 4 % CO r ` I I .. 1 • / , (7y?) ) I 1 Zl.t �'-E San• . 1 e 0.5% I I 1 / / • -7L _J 3t Is N ' 1 ..' + tap.p0' tC�O.dO' SO.Co' IdO.Oo' 1Q0.00` .`� - tC]p p0' f, 13S.Co9� TF� 1 . "` S o8' 44` 49" E I ' r rio�. 3�`3, 1 \ . Jo'Moir 7lcn o c cs T2oad �' �-- ;..\ 1 t ` / //1. . : . . / �- 1 , t8 SI 4�.�8,-� 1 1 oPEN sPACE - ECTIoN 2 L�% - _ _ - -_ _ _ _ ' I `� "' ', OPEN SPACE SUBDIVISION A-3Q ZONE I � `� j r - I �ti� 3I " L, to-�-- I I / �'� OTHER LAN D �OF DA T H I L EALT ,I NC. ��1 . 26,4�%5'T2CP �t 3�4 � r2o= ~sa go. � SEDIMENTATION 8s EROSION CONTROL O.5 % f/ s15 �za LL .1 I E -� - J5" �eCCE R- 4►Q / . S E C T I O N 4 �L= 303.0 __ __3oce- --- -- TEMPORARY EASEMENT , _- FOR CU L- DE- SAC sEb_ I -_ . .. M ;t-«d�; 1�adf«d M 0 U N T A I N V I E�,lV ESTATES chones. -.. Plunge Poo _50 � / r :t •. (Sc�. 17� dil g I• �� CSEE DETAIL Q� , �A:, L-15 ` \ \ THIS PLAN 1S TQ BE USED FQR SOUTH WI N DSOR , CO NN. . m v-5 or E i R/wP�' e ,. . w•2= .15 FL- 3/o•/7 SEDIMENTATION SI EROSION .. t ,,. CONTROL MEASURES' ONLY, FOR �Ev. to-�-8� ��t- eta Cc,�1,,,., Kt •. EKISTIIV G +-�,j.-,-►4-•-ate per is -X. commer► S 71 k - _. . I. !� T'E1V T 1 oN� f3AS1�1 OTHER; S:lTE INFORMATIONS E '?p` ' . . � :.... - i IN E HYYPPA 81 ASSOCIATE . ;;} . CIVIL l ND RE o . . . ; ;y* - ;:- C I ENG113EERS 81 LA 5URV£Y�R5 - . .- .;..::I ,� �. 1 : .I ... .... q . .. . . : . 1 . . GLASTONBURY CONN ,g ' `: . � . . I . I - - �. ._ ... .. . . . - -.1 . 1 . . . ." . . , , .. .. ... : ,. :,. 1.:. . :. . .... I..." . . ' �' i; ��}�' .. . . . - . . � - f. - I . . .1. . ... .1_.: _ - - . . 1_;,�i1'-` .:_,�1_....... . .. : , : ; I. I. -1. . . I I . ,..,. � , I- , " ,.:. .4 . . - .� . }7y t: I - . . . . .. .. I I . . . . I . - - .. ; :;, , �.� - , _4 � . . . . . . 10 I I "".! . . . . - . ..1. . I. :....: , �1 - .. : - - `� .. , ... . . . . - . . . . I . . . � I . - .� - - I Il 1 `. ' ' - .. .C.S,f,.. , 1' - - - r:M N I CALE ! 40 DATE 4 9- 86 0. 0- . s �. . _ ti r . . •t' Y p:..•" .�• . .� L r '._ .,.:., . . - 1 - ;t 3 .}. . „, .. - 1' . H r , 5 EET 4F �t• . .�: : .. .... e. 7 ,� t '•Y t - 'f.. .. .. .. _ (ST) SEDIMENT BARRIERS PURPOSE To intercept and retain small amounts of sediment from disturbed or unprotected areas of limited extent. NOTE : SEE PLAN SHEET INSTALLATION REQUIREMENTS WOOaEN LATERAL. _ 2x+4 WOOD W I EN STAKES III"!--*•—'— FOR DIMENSIONS. {2) Installation lic�iurements CROSS 5RP.CES DV EN F R1 . MIN: O IV, �> Sediment barriers may consist of filter fence or straw or hay bales, (a) The height of the barrier shall not exceed 36 inches stone berms or other filter materials. Planned lifespan of sediment (higher barriers may impound volumes of water suffi- AS I�1 EEDE L 1 N-1L� THE GNU ND, barriers varies. Straw or hay bales should only be used as a temporary cient to cause failure of the structure). Ideally, barrier for no longer than 60 days. Synthetic filter fences can be the filter fence shall be placed 10 feet away from used for 60 days or longer depending on ultraviolet stability and menu- the toe of slope. STORM SEWER STRUCTURE I facturer's recommendations. Stone barriers can be used for longer FILTER FABRIC I I periods w/ time. TUCKEp "- " B��3 a. Straw/Hay Bales (b) When joints are necessary, filter cloth shalt be , I t � spliced together only at a support post, with a minimum Co I2 ji. _ ,�� 2u {f'� manufacturer`s mcommendationserlap and urely sealed. See lK�. CaRADE ,A� �, 2 L (7} Sheet Flow Applications rip ra P (c) Posts shall be spaced a maximum of 10 feet apart at (a) Bales shall be placed in a single row, lengthwise on the barrier location and driven securely into the Cc> ravel (a) contour with ends of adjacent bales tightly abut- ground (minimum of 12 inches). when extra strength �► . r� , Ling one another. ea•':' fabric is used without the wire support fence, post FLOW ser `ems:. } I ,d A (b) Ail bales shall be either wire-bound or string-tied. spacing shall be as manufacturer recommends. Bales shall be installed so that bindings are oriented FLUW '� G'"�[ FLOW �. a• ..P.•`�y ` g (d) A trench shall be excavated approximately 6 inches FLi�W f— around the sides rather than alongthe tops and bottoms t� ✓p M I; de P wide and 6 inches deep along the line of posts and _ r of the bales to prevent deterioration of the bindings. CATCA->t •�j°''� "Q d•� .a"!•`P.•.�1:8•..af�'c= .6 pp...�i Q upslope from the barrier in accordance with manu- s L_ facturer's recommendations. $PS1 N t' (c} The barrier shall be entrenched and backfilled. A ' trench.shall be excavated the width of a bale and the i t.l � 1 W 2 When standard strength filter fabric is used, a wire y t` ` f length of the proposed barrier to a minimum depth of (e) 9 4 inches. After the bales are staked and chinked, mesh support fence shall be fastened securely to the the excavated soil shall be ba[kfilled against the upslope side of the posts using heavy duty wire AN C.HOR E.AGI-4 BALE barrier.excavated soil shall conform to the ground staples at least 1 inch long, tie wires or hog rings. WITH 2"X 2".X 3' STAKES The wire shall extend into the trench a minimum of level on the downhill side and shall be built up to 2 inches and shall not extend more than 36 inches R I P R A P OUTLET R I P R A P CHANNEL 4 inches against the uphill side of the barrier. Ideally, bales should be placed 10 feet away from above the original ground surface. SEDIMENTATION . . CONTROL AT toe of slope. (f) The standard strength filter fabric shall be stapled, /� p �+ O O (d) Each bale shall be securely anchored by at least two wired or tied to the wire fence and 8 inches of the C AT C.H B A S( N 5 stakes or rebars driven through the bale. The first fabric shall be extended into the trench. The fabric stake in each bale shall be driven toward the pre- shall not extend more than 36 inches above the original viously laid bale to force the bales together. Stakes ground surface. Filter fabric shall not be stapled to sWALE or rebars shall be driven deep enough into the ground existing trees. to securely anchor the bales. (g) When extra strength filter fabric or burlap and (e) The gaps between bales shall be chinked (filled by closer post spacing are used. the wire mesh support BAtI� H A.y OR STRAW wedging) with straw to prevent water from escaping fence may be eliminated. In such a case, the filter fabric is stapled, wired or tied directly to the ib h1f�X j between the bales. (Loose straw scattered over the post with all other provisions of item No. f apply- area immediately uphill from a straw bale barrier s s tends to increase barrier efficiency). t"g' (h) The trench shall be backfiiled and the soil compacted P) ER -� t (f) Inspection shall be frequent and repair or replace- over the filter fabric. ! _ s �; I FABRIC WIRE MESH 'T j�'{ �� i -�E OP ment shall be made promptly as needed. l FEN GINCa ' (i) Filter barriers shall be removed when they have x (pit a Lip E `h1 (g) Bale barriers shall be removed when they have served served their useful purpose but not before the w their usefullness, but not before the upslope areas upslope area has been permanently stabilized. • MiN. `+ have been permanently stabilized. 7 Maintenance �" I POSTS VAR1C-5 OEPENDItJG.QN l• /I {. } MAX• I•�EIC�I.1T OF SUl sPE, AT.1D t I (2) Channel Flaw Applications � c (a) Filter barriers shall be inspected immediately after 1 STEEPNESS OF RESU1_:M -M (.� I, (a) Bales shall be placed in a single row, lengthwise, each rainfall and at least daily during prolonged I 1 GFtA1 ,F_ AT -ME Olr 5w?E�- !w 1 oriented perpendicular to the contour with ends of rainfall, Any required repairs shall be made k o I EXISTiPIG GROUND iN�4t5EG130N• I +f adjacent bales tightly abutting one another. w �s 9 y g immediately. I I IOQ t3tl ' M for sheet flow applications apply here, with the q, (b) The remaining steps-.for installing a bale barrier (b) Should the fabric decompose or become ineffective I !� PP PP Y and the barrier is still necessary, the fabric shall �✓ �� / \`/ \ //\// \ IV/ v � 3 following addition. be replaced promptly. ehM /� 24° MIN. (c) The barrier shall be extended to such a length that p y 9 (c) Sediment deposits should be removed when the reach /\ %l in lG SEEP 1'}y the bottoms of the end bales are higher in elevation approximately one-half the height of the barrier. �l than the top of the lowest middle bale to assure that �� f sediment laden runoff will flow either through or over (d) Any sediment deposits remaining in place after the thME7e barrier but not around it, silt fence or filter barrier is no longer required DRIP, u +� shall be dressed to conform to the existing grade. prepared and seeded. (3} Catch Basin Application , 1 (a) Bales shall be placed in a square or rectangular Stone Barrier shape around depressed catch basin inlets. Catch basins constructed on sloping areas shall not be The stone shall meet ASTM C-33 size No. 2 or 3 (3" or 2-1/2"). encircled by bales. MtN. �`(" !(j PRO-f'EGTIVE OEY(GE I J 7 Q 11 (b) The areas immediately around the catch basin may (i Installation Nequirements C 5 NOW FENCE, I be excavated slightly to increase ponding of runoff ) ETC � water around catch basin, (a) The stone shall be piled to a natural angle of repose with a height of at least 2 feet. ([) for sheet The nflowsapplicationsteps for tapplyalli ghereale barrier (b) The barrier shall be constructed so water cannot -�� �� s•'' (4) Maintenance bypass the barrier around Lhe ends. _ (2) Maintenance (a) Inspection shall be made after each storm event and Off/E.R LAP repair or replacement shall be made promptly as (a) Inspection shall be frequent and repair or „- replacement shall be made prompt as needed, i EDGF,� •^ � needed. (b) Cleanout of accumulated sediment behind the bales is (b) The barrier shalt be removed when it has served its necessary if l/2 of the original height of the bales usefulness sa as not to block or impede storm flow or becomes filled in with sediment. drainage. HAY BALES TREE PROTECTION b. Filter Fences (1) Materials S I LT. FENCE C ( r 1 (a) Synthetic Filter Fabric Synthetic filter fabric shall be a pervious sheet of propylene, nylon, polyester or ethylene filaments and O shall be certified by the manufacturer or supplier as conforming to the following requirements: Physical Property Requirements Filtering Efficiency' 75% (min.) Tensile Strength at 20% (max.) Extra Strength - _IwAb. f Elongation 50 lbs./Sin. in. (min.) Standard Strength - �" 30 lbs./lin. in. (min.) Y Flaw Rate 0.3 gal/sq.ft./min (min,) +,,.�I-+,f�' / � •�'i (b) Synthetic Filter fabric Requirements Burlap shall be 10-ounce per sq. yard fabric. STRAW OR posts for filter fences shall be either 2 x 3 or 2 x /"'�� 4 inch studs or 0.5 pounds (minimum) per linear foot PILTER irASRIC. t./ \�\� s steel with a minimum length of 5 feet. Steel posts � �71� shall have projections for fastening wire to them. p 1tti !^7 Stakes for filter fences shall be 1"x2" wood or Utij equivalent metal with a minimum length of 3 feet. Wire fence reinforcement for silt fences using i standard strength filter cloth sha11 lie a minimum ' y JUTE N ET TIN G l» of 42 inches in height, a minimum of 14 gauge and shall ,•• FOR TRENCH have a maximum mesh spacing of fi inches. 2" STnN E Some silt fences do not require a wire backing. p Consult manufacturer's instructions for proper STONE F I LT E R' INLET installation requirements. t n J 4"MIN. G FILTER PABRK \h CONSTRUCTION EXIT TYPICAL DETAILS ELw. I CONTROL EROSION PLAN S" NiIN.RISEFZ- PERFORATED CMP SEDIMENTATION D I M E N TAT i O N CON O L & 0 ' fo" MIN. SMOOTH PIPE. M)N1T1UM B' TOP WiPTH EMERCaENG`/ sPI�Lw,w ELEV.r WATER 1 EV EL DURI KICy :STORM ELEV.= • __ SHEET A Sr= IME.NT STORAC=F_ 2 3 1 ; g c�wc. yyy SECTION 4 FILTER prrap Nib _rSMR SEE01NCa r; MULC_i-I >>.= 0�L> - � OR N�Tt�I� ® U N TA I N V I E W ESTATES COARSE, G.RAV EL �' 4,;. l�� , f7l is E Ole COMC_ o � S1LT i=ELICE SOUTH WINDSOR, CONN. Y f aR HA�I BAL SrS SEDIMENTATION BASIN TEMPORARY EARTH BERM ' TEMPORARY STOCKPILE PROFILE REV, (O-CA-BCo �'r eAa4V Ccmm�nA5 o _ o . REINO E. HYYPPA 9 ASSOCIATES CIVILI LAND ORS £NGNEEkS 8 L SURVEY �LASrON URY, caNN. SCALE DATE 4-9-86 MAP NO. 180-83-IN .. . :: SHEET OF 15 , - . . :. . . (PV) PERMANENT VEGETATIVE COYEP. , Figure 6»3 - Seed Mixtures for Permanent Seedings g Figure 6-1 - Temporary Seeding Rates and Dates PURPOSE Figure 7-] - Organic Mulch Materials and Application Rates . (S41 SODDING s, OPTIMUM SEEDING OPTIMUM SEED • To permanently stabilize the soil, to reduce damages from sediment No. Seed Mixture Lbs/Acre Sq. Ft. RATS 2/ NOTES ! PURPOSE PY - Permanent Vegetation and runoff and to enhance the environment. 4 1.3 2 MULCHES, per Acre Per 1040 ft- TV - Temporary Vegetation SEEDING RATES (pounds) DATE ' DEPTH . . INSTALLATION REQUIREMENTS 1. Kentucky Bluegrass 20 .45 Free from weeds and coarse matter. To stabilize the area to reduce erosion and sediment damages due to SO - Sodding . - SPECIES ---Per Acre Pei, sq. t. (inches) concentration of surface runoff or in areas where it is important r . a. Site Pre oration Creeping red fescue 20 .45 Straw or 1; - 2 Lons 70-90 }bs. Must be anchored. Spread with - Perennial ryegrass 5 10 pay much blower or by hand to establish quick vegetative cover. GC Ground Cover Total 45 'TQ6 Annual ryegrass 40 1.0 3/1 - 6/15 0.5 TP - Tree Protection Grade as needed and feasible to permit the use of conventional e/i - f0/I INSTALLATION REOUIREMENTS MU - Temporary Mulching equipment for seedbed preparation, seeding, mulch application 2: Cree in red fescue 20 .45 Fibers 4 mm or longer. Do not use p 9 Perennial ryegrass a. Site Preparation _ g and anchoring and maintenance: Redtop 2 .OS 40 1.0 3/15 - 6/15 0.5 Hoed 1040-2000 ibs. 25-50 ibs alone in winter or during hot. dry PM Permanent Mulching b: Seedbed Preparation Tall fescue or Smooth bromegrass Total Tl -95 B/1 - 10/1 DC - Oust Control 20 Fiber weather. Apply as slurry. (1) Install needed water control measures, • Winter rye 120 3.0 A/i5 - 6/15 1.0 - . (1), Apply limestone and fertilizer according to soil tests such 3. Creeping red fescue 20 .45 8/15 - 10/1 TO - 7opsoiling Cut or shredded 1n 4-6 inch lengths. (2) Apply lime according to soil test or at the rate of 2 tons ST Sediment Barrier as those offered by the University of Connecticut Soil Test- of ground limestone per acre (100 lbs. per 1,000 sq.ft.). Bird s-foot trefoil with inotulant 1/ 8 .20 Corn 4-6 tons i85-275 ibs. Air-dried. Do not use in fine turf . !ng Laboratory, Soil sample mailers are available from the Tall-fescue or Smooth bromegrass 20 45 Oats 86 2.0 3/1 - 6/15 i.4 . g Stalks areas. Apply with mulch blower or (3) Apply fertilizer according to soil test or a minimum of SI - Silt Curtain local Cooperative Extension Service Office. If soil testing Total TS _T M 8/1 - 9/15 b hand. GW - Grass Waterway is not feasible on small or variable sites, or where timing Y 300 lbs. 10-20-20 fertilizer (7.5 lbs. per 1,040 sq.ft.) if soil test is not available. Work in fertilizer and is critical, fertilizer may be applied at the rate of 300 Wheat 120 3.0 4/1 - 6/15 1.0 SS - Sediment Basin Ills. per acre or 7.5 lbs. per 1,000 sq.ft. using 10-10-10 4. Creeping red fescue or Tall fescue 22 .05 B/15 - IO/I lime to a depth of 4 inches ar more. QB Detention Basin Redtop Free of coarse atelier. Air-dried. or equivalent. In addition, 300 lbs. of 38-0-0 per acre or Bird's-foot trefoil with inoculartt 1/' 8 •2D Wood 4-6 tons IB5-275 lbs. Treat with I2 lbs. nitrogen per ton. (4) Loosen soil surface to a depth of one inch with a shallow equivalent of slow release nitrogen may be used for topdress- . Total -7(I Millet 20 0.5 6/I - 7/1 1.0 Do.not use in fine turf areas. CE - Construction Entrance ing. Apply ground limestone {equivalent to 50 percent calcium 5/15 - 8/15 Chips tillage tool such as disc or rototiller and dampen soil _ 1 with mulch blower, chip hand- RR Riprap Apply before laying sod. Snd shall not be laid on dry soil. plus magnesium oxide) as follows: 5. "Reed canarygrass 20 . .45 ter. or by hand.. Soil Texture Tans Ac Lbs/1,000 sg.ft. Redtop Total '15 =; 5udangras5 30 0.7 5/15 - 8/15 1.4 b. Establishment Clay; clay loam S high organic Euckwheat 15 0.4 4/1 - 9/15 1.0 soil 4 T80 6. Reed cartarygrass 15 .35 Free of coarse matter. Air-dried. (1) Lay strips of sod at right angles to direction of slope or Sand loam, loam silt loam 3 i3& Redtop I/ 5 .35 Weeping lovegrass 5 0.2 6/1 - 7/1 0.25 Bark Chips 54-70 cu. yds: I-2 cu. yds. Do not use in..fine turf areas. Apply flow of water starting at the lowest elevation. Wedge the 11 Y Shredded with mulch blower, chip handler, or edges and ends of the sod strips together and tamp or roll. ;, ,.'` Loamy sand, sand 2 gQ Bird s foot trefoil with inotulant- 10 25 Bark by hand. Stagger joints. Make the top of the sod strips flush with Total � �G 1/ May be planted throughout ;Sumner if soil moisture is adequate ar can be irrigated, the top of the undisturbed ground. 2/ Seed at twice the indicated depth for sandy soils. Refer to count soli survey report for sot} textures at the site. Source: Vir into Erosion and Sediment Control Handbook 1980. (2) Use wire staples, fine mesh wire ar wood i . y Y Z. Smooth bromegrass 15 ,35 3/ The fall seeding dates may be extended 16 days in the coastal towns of Nesr London, Middlesex, g p ns and binder Perennial. ryegrass 5 .10 New Haven and Fairfield Counties. y p place until se-..,f '; (2) Work lime and fertilizer into the Soil as nearly as practice l , 1/ twine on ver steep sla es to hold sod fn la 10 I Materials cured by plant growth. . to a depth of 4 inches with a disc, spring tooth harrow or $ird s-foot trefoil with inotulant- Total Z .X ( ) other suitable equipment. The final harrowing or discing Select mulch material based on site conditions, availability operation should be on the general contour., Continue tillage 2/ Source: U.S. Repartment of Agriculture, So1T Conservation Service, Storrs; Connecticut. of materials. and labor and equipment. Figure 7-1 lists (3} Irrigate sodded area immediately after installation. If 8. Switchgrass 10 (PLS)'- .25 unfavorable dry weather or other conditions prevail, addi- until a reasonably uniform, fine seedbed is prepared. All. the most commonly used organic mulches. Other materials Weeping lovegrass 3 p/ 07 may be used with the permission of the approvin authority. Lionel watering will subsequently be required. It may � /� but clay or silty soils and coarse sands should be rolled to 9 p L�/�1S O F firm the seedbed wherever feasible. Little bluestem 10 (PLS) - 25 Y also be desirable to irrigate area from which sod !s to be A CONCERN Total 2; ^.� (2) removed prior to lifting. Prior to mulching (3) ,Remove from the surface all stones two inches or larger in g, Creeping red fescue 10 25 MANAGEMENT an dimension. Remove all other debris, such as wire, cable, TV TEMPORARY VEGETATIVE CDYER Complete the required radio and install needed sediment Y Crown vetch or 15 .35 ) grading tree roots, pieces of concrete, clods, lumps or other unsuitable ]/ Control measures. y �, ��t.15TP.UGT��� �� DETE N T 10 r.1 5A51 N material. Flat pea with inotulant- (30) (.75) a. Lime accordingto soil test every five ears. Tall fescue ar Smooth bromegrass 15 .35 PURPOSE (4) Inspect seedbed just, before seeding. If traffic has left the • Redtop 2 05 (3)' ApElitation b_ Top-dress biennially or as needed with 10-10-10 fertilizer or - Total T.i)6 To temporarily stabilize the soil and reduce damage from wind and/or equivalent at the rate of 300 lbs. per acre (7.5 lbs. per 1,000 2, OUTLET' INTO F�CISTING DE'TENT10t�! S/�51�1 Soil compacted, the area must be retilled and firmed as above. water erosion and sediment deposits until permanent stabilization is Mulch materials shall be spread uniformly. by hand or machine. c. Seeding Dates accompil shed. sq.ft.}. 10. Creeping red fescue 20 .45 When spreading straw or hay mulch by hand, divide the area 3, W N WATE R �QOrJ�0 N 2 .OS INSTALLATION REQUIREHENTS to he mulched into approximately 1,004 square foot sections c. How ante or twice a year to reduce undesirable growth. Redtop 15 -35 and plate 1D-40 pounds (1-1/2 Lo 2 bases} of straw or hay Spring seedings usually give the best results, Spring seedings Crown vetch or 1/ 30 .75 a. Site Preparation in each section to ensure uniform distribution. of all seed mixes with legumes is recommended; however, Late Flat pea with inotulant- ( ) 1:J: ' summer seedings prior to September 1 can be made. When crown Total '37 (3) Grade as needed and feasible to permit the use of q Organic Mulch Anchoring vetch is seeded in la to summer, at least 35 percent of the seed I/ .20 equipment for seedbed preparation, seeding, mulch ( } - should be hard seed (unscarifted). The recommended seeding 11. Bird's-foot trefoil with inotulant - 8 . dates are: Crown vetch with inotulant- 15 .35 application and mulch anchoring. I.-� Straw or ha mulch must he anchored immediately after (DC) DUST CONTROL April 1 through June 1 Creeping red fescue or Tall fescue or 20 45 s readin to revent windblowin Other organic mulches Smooth bromegrass Total �3 "1 bb {2} Install needed erosion control measures such as p 9 P 9• 9 August 15 through September i diversions, grade stabilization structures, sedi- do not require anchoring. The following methods of PURPOSE 15 • .35 meat basins and grassed waterways. anchoring straw or hay may be used. 12. Smooth bromegrass 2/ To prevent blowing and movement of dust from exposed soil surfaces, With the exception of crown vetch, the final seeding date may 10 (PLS) - .25 and reduce the presence of dust which may cause off-siXe damage, be Switchgrass b. Seedbed Preparation a Mulch anchoring tool be extended 1S days in the coastal towns of New London, Middle- 5 .1D ( ) 9- Perennial ryegrass a health hazard to humans, wildlife and plantlife or reduce traffic sea, New Haven and fairfield counties. 1/ 15 35 Apply limestone and fertilizer according to sot} test This is a tractor-drawn implement designed to punch Grown vetch with inotulant - Total �F5 �G5 safety hazard. - d. Seedingrecommendations such as those offered by the University mulch Into the foil surface. This method provides of Connecticut Soil Testing Laboratory, Soil sample maximum erosion control with straw. It is limited to INSTALLATION REQUIREMENTS 13. Crown vetch or I/ 10 .25 mailers are available from the local Cooperative Exten- use an slopes no steeper than 3 to 1 (3 horizontally (1) Select a mixture from Figures 6-2 or 6-3 or use mixture Flat ea with inotulant- (30) (.75) a. Spray-On Adhesives I. recommended by the Soil Conservation Service. Inoculate P 5 {pLS}?/ 1p Sion Service office. If soils testing is not feasible Lo I vertically), where equipment tan operate safely. Switchgrass on small or variable sites, or where timing is critical, Machine shalt be o .rated an Lhe contour. all ].game seed with the correct type and amount of inocu- 5 10 9 P Anionic or cationic asphalt emulsion, latex emulsion and resin Perennial ryegrass fertilizer ma be applied at the rate of 30Q lbs. lent. Y PP per Total �5 in water are acceptable. For application rates and dilutions - acre or 7.5 lbs. per 1,000 sq.ft. of 10-10-10 or equiva- (b) TraCkin an specific sites, refer to manufacturer's guidelines. (2) Apply seed uniformly by hand, cyclone seeder, drill, cults- lent. Apply limestone (equivalent to 50 percent calcium . packer type seeder or hydroseeder (slurry including seed, 14. Crown vetch or 1/ 30 •75 p]us magnesium oxide) as fo]1ows: Apply mulch and drive tracked equipment up and down Flat pea wit11 inotulant - ( } (. ) b. Water and fertilizer). Normal seeding depth is from 1/4 to 1/2 10 25 slope over entire surface so cleat marks are parallel Perennial ryegrass Soil Texture Tons Ac inch. Hydroseedings which are mulched may be left on soil Total �0 �_ Lbs/1000 sg.ft. to contour. The exposed soils surface should be moisten.¢ periodically with surface_ adequate water to control dust_ 2/ Clay, clay loam & high organic soil 3 135 (c) Liquid mulch binders - (3) Where feasible, except where either a cultipacker type 15. Switchgrass 5 (PLS) !/ .10 Sandy loam, loam, silt loam 2 90 5 (PLS),. .10 c. Calcium Chloride seeder or fiydroseeder is used, the seedbed.should be firmed 8luestem (Big or Little) 5 .10 Loamy sand. sand l 45 Application of liquid mulch binders and tackifiers . fallowing seeding operations with a roller or light drag. Perennial ryegrass I/ 5 .l0 should be heaviest of edges of areas and at Crests of Shall be either loose dry granules or flakes fine enough to Seeding operations should be on the contour_ Bird s-foot trefoil with inotulant - Refer to county soil survey report for sail textures at the site, 9 p Total �ff �6 ridges and hanks to prevent windblowing. The feed through a spreader at a rate that will keep surface moist c. Seedin remainder of the area.should have binder applied . but not cause pollution or plant damage. To reduce potential (4) Frost crack seeding can be used. Frost crack seeding must 20 _45 -Q uniformly- Binders may be applied after mulch is for environmental degradation, use only-when other methods are .. be done in late winter or early spring. Suitable weather 16. Ta11 fescue 1/ 3D 75 spread or may he sprayed into the mulch as it is not practical. conditions are freezing nights and thawing days with little Flat pea with inotulant- Total 513 Tf6 (1) Select seed from recommendations in Figure 6-1. being brown onto the soil. Applying straw and binder . or no snow cover. Seding rates must be increased iQ percent together is the most effective method. d. Stone • when using this method_ IO (PLS) 2/ Z5 {2} Where the moll has been compacted by construction operations, • 17. Deer tongue with inotulant Y I ]oosen soil to a depth of 2 inches before applying fertilizer {5) Hydraulic application (hydroseeding), is a suitable method Bird's-foot trefoil with inotulant-/ 8 .2D Time and seed. The following types of binders may be used: Cover surface with crushed stone or coarse gravel. In areas - for use on critical areas_ When hydroseeding, a seedbed is Perennial ryegrass 3 07 adjacent to waterways, use chemically stable aggregate. prepared in the conventional way or by hand raking to loosen Total 2T - (3} Apply seed uniformly by hand, cyclone seeder, drill, cutti- Asphalt and smooth the soil and to remove surface stones larger than I/ 2/ packer type seeder or hydroseeder (slurry including seed Apply in accordance with CT DOT Standard six Inches is diameter_ Slopes must be no steeper than 2 to 18. Deer tongue with inotulant-1/ 10 (PLS) - 25 and fertiH zer). Hydroseedings, which include mulch, may 813. • 15 .35 Specification Form . 1 (2 feet horizontally to 1 foot vertically). Lime and fer- Crovin vetch with inotulant- be left on soil surface. Seeding rates must be increased . tilizer may be applied simultaneously with the seed. The ;Perennial ryegrass 3 07 10 percent when hydroseeding. (SI}. SILT CURTAIN use of fiber mulch on critical areas is.not recommended Total 2$ �Z7 Synthetic binders ' {unless it'is used to hold straw or hay). Fiber mulch does - d. Mulching PURPOSE Chemical binders such as Petroset. 7erratack, ; ._ not provide adequate seedbed protection. Better protection SHADY 517E5 Hydro Mulch and Aerospray may be used as . is aimed b usin straw mulch and holding it with adhesive.? See guidelines in the Temporary Mulching measure (Fig. 7-1), .To contain the sediment reduced b construction o erations on the 9 Y 9 9 recommended by the manufacturer to anchor mulch- P Y P . materials or 500 lbs. per acre of woad fiber mulch. Seeding 19. Creeping red fescue 40 .90 They are useful in residential areas where bank of a stream or lake and allow for its removal_ . . rates must be increased 10 percent when hydroseeding. Canada bluegrass Total20 .45 asphalt may be a problem. INSTALLATION RE 111REMEHTS (6) Apply mulch according to the Temporary Mulching measure LC} PINES ANQ_f,ROUND COVER �- (d) Mulch nettina5 The curtain shall be anchored to the bottom so sediment cannot go '.F' (Fig. 7-1}., 20. Creeping red fescue 60 1.35 PURPOSE beneath the curtain. It shall extend above normal water level. It 2J. Creeping red fescue 40 .90 To aid 1n Stabllizin soil 1n areas where ve elation other than install in accordance with manutactufer'S can be supported by either stakes or floats of adequate strength. Ta71 fescue 20 45 9 9 recommendations. turf is preferred. MAINTENANCE Total W = . (7) If seeding cannot be done within the seeding dates, use (�? f Peg and twine the Temporary Mulching measure to protect the site and 22. Creeping red fescue 15 .35 Accumulated sediment must be removed periodically. The curtain must :delay seeding until the next recommended seeding period. Flat pea with inotulant 1/ 34 75 Drive 4- to 6-inch wooden pegs to within 3 inches of be inspected often and after each storm. Any damage must be immedi- Total Z -T.-M I ately repaired- MAINTENANCE Stakes may be driven before or after straw is spread, Secure mulch by stretching twine between pegs in a . ; 23. Tall fescue 15D 3.60 Cround covers and vine. for Erosion control trims-cross-within-a-square pattern. Turn twine 2 or a. Lime according to a soil test or at a minimum of every five more times around each peg, years using a rate of two tons per acre (100 lbs. per 1,000 DUNES DRAINAGE TOLERANCE • (S8) SEDIMENT BASIN sq.ft.). Lulms/I400 Hoderately Somewhat- b. Where grasses predominate, fertilize according to a soil test Calms/Acre Square Feet COHHOH NAME Leaf 1/ Wetl- Well- Poorly Poorly Shade pH Chemical Mulches PURPOSE . or broadcast biennially, 30O lbs. of 1O-ordin or,equivalent per • 24. American beachgrass 58,500 1,345 (Botanical Name) Type Droughty Drained Drained Drained Drained Tolerance Ranee Ftowara __ __[h■ceee.rtatiee Chemical mulches may be used alone in the following sltuatians -1. acre (7.5 )b5, per 1,000 sq.ft.) BEARBERRY E x x Good 4.5- 2/ Tralling shrub, Lae-fertility sandy To preserve the capacity of reservoirs, ditches, canals, diversions, IAretostaphylos 6.0 areas, dunes. Set plants 16 in. From May 1 to June 15 and September 15 to October 15, provided - storm sewers, waterways and streams; to prevent undesirable depasi- '� . - C. Where legumes predominate, fertilize according to a soil test 1/ Use proper inotulant for legume seeds, use four times recommended rate when uva-ursl) apart for cover in 2-4 years, that they are used on areas with slopes no Stec er than 4 Co I lion on bottomlands and developed areas; to trap sediment originating or broadcast ever three q hydroseeding. 1(4 horizontally to I vertically), which ave Ben roughened. from critical} erodin areas and construction sites; and to reduce .y years 300 lbs. of 0-20-20 ore uiva- y 9 lent per acre 7.5 lbs. 2/ (PLS) Pure.Cive Seed S Germination X JUD% Purit aucLEWEEo E x x E4e1. 6.D- Btu•, Smolt, low-groe+ngi»rbac•ou. If rill erosion occurs, another mulch material shall be applied or abate pollution b providing basins for deposition and storage of 'P ( per 1.000 sq.ft.), i� y p g p g 100 X Lbs. of 1DDS PLS'Seed Re uired Actual Lbs. of Lomnertial iAluga reptans) 7.S „htte, atanca, in brons•or green. sat immediately. silt, sand, gravel and stone. or red plants 1 ft. apart for eawr in ercent L o amnerc a ee of clog use Seed to be used .pikes 1 year. NOTE: Chemical mv}ches loop be used to bind other mulches or iN5_TALLATION REQUIREMENTS with wood fiber in a hydroseeded slurry at any time. CROWN.VETCH x x x Fair 4.0- Pink Slow growing. 1-2 ft. high. Prefers - Manufacturer's recommendations for application of chemical See details. RECOMMENDED VARIETIES (Caronilta vmria) 7.5 sun, 2-3 years to fore a cover. mulches shall be followed. pAYL1LY -- E x x x x x Fair 6.0- Orange, Cross-like foliage, Unusually Nats Creeping red fescue. (Penfilawn. Wintergreen), Tall fescue (Kentucky 31), ruImereesitla e,o showy adaptable and fro or posts and. dlaaaas. install in accordance with manufacturer's recommendations . Figure fi-2 - Permanent Seedings Smooth bromegrass (Saratoga. Lincoln), Bird's-foot trefoil (Empire), DUSTY MILLER 0 x x Poor 6.0- 2/ Silvery fol-iage, t-2 ft. tail. Mowing Wing NOt +.(Beach Wornooa) 7.5 Spreads by underground aloes. FUIINTENANCE KING OF AREA Desired Re uired Switchgrass (Blackwell}. Little bluestem {Blaze, Aldous, Camper}, (Artemisla stabilizing groundcover on coastal BORROH AREAS, ROA05i0ES, DIKES, LEVEES, * * Big stellarlana) dunes. Set plants 2 ft., apart for All mulches must be inspected periodically, fn particular after . g 6luestem {Kew}, Grown vetch (Chemung, Penngift), American beachgrass (Cape), cover In 2 years. rainstorms, to check for rill erasion. Where erosion is observed, POND BANKS AND OTHER SLOPES AND BARKS additional mulch should be applied. Net should be inspected after A} We1T or excessively drained soils'* I,2.3.4,5 5,6.7.8.9,I0, Perennial ryegrass (Horiea, Manhattan). Flat pea (Lathco}. Deer tongue (liege). ENGLISH IVY E x x x Good 6.0- 2/ Low maintenance vine for large rainstorms for dislocation or failure. If washouts ar breakage or 8 11.12,16 oc 22 IHedere hells) !.D areas, Wnt comb an trees, w.na occur, re-install net as necessary after repairing damage tb the . eta. set plants or rooted cuttings slope. Inspections should take place until grasses are firmly B) Somewhat poorly drained soils** 2 5 or fi Source: U.S. Department of Agriculture, Soli Conservation Servile, Storrs, t rt. .part for .over In 2 peeve. established. Grasses shall oat be considered established until a I. C) Variable drainage soils** 2 5 6, or lI Connecticut. ground rover fs achieved which is mature enough to control soil DRAINAGE'DITCH AND CHANNEL BANKS �nrauESE srumr.E E x x E=cl, e,s- smolt Lon-growing, atcr.ctiva cover ror erosion and to Survive severe weather conditions. Where mulch is STANDARD N OT E S A} Well or excessively drained sails** 1 2 3 or 4 9,14,11 or 12 IPaci+ysandra) s.s white borders,na .a lawn suesiicute anger used in conjunction with ornamental plantings, inspect periodically _ irachy'andra spikes trees and other shady areas. Set B) Somewhat poorly drained soils** 2 Lrrminall,) plants 1 ft. apart for cover in throughout the year to determine if mulch is maintaining coverage of the soil surface; repair as needed. C) Variable drainage soils** 2 t-2 yearn. - SEDIMENTATION CONTROL & EROSION PLAN I. DIVERSIONS - - - - - LILY-Or-1nE- E x 'x x x Excl. 5.5- Fro- Low maintenance cover for partial . ., VALLEY 6.0 grant, or full shade. Set giants 1 ft. - A) Well or excessively drained soils** 2,3, or 4 9,J0 or 11 Iconvallarta white apart for cover In 2-3 years. Figure 7-3 - Mulch Anchoring Guide : 8) Somewhat poorly drained soils** 2 ,•,Jails) belie Q 1 C)Variable drainage soils** 2 short ncorrMaterialo Kind of Mulch to be Anchored How to Apply S H E E T B ;.1 EFFLUENT DISPOSAL 5 or 6 _ A. anus atslkt r ',.: GRAVEL PITS 4,8.10.13,14. LILY-TURF F. x x x x Good s.5- White Crass-like lox-maintenance cover for 1. Peg and twine. Hay or straw, corn stalks. After mulching. divide area into blocks approxl- IS Or I6 ___ (Ilrlope %gleam) 6.0 or droughty, infertile setts. Spreads mately i Sq. yd. in size. Drive 4-6 pegs per SECT I ON 4 GULL3ED AND ERODED AREAS 3,4.5,$,10,11 purple by underground stems. .Available In block to xi thin 2 to 3 incites of soil surface. - or 12 _ spikes variegated form. Set plants Secure mulch tosoil surface by stretching twine MINESPO[L E WA57E. AND OTHER SPOJL BANKS 6.12 In. apart for cover In 2,rears. between pegs in a trims-cross pattern on each ',e• _ (If toxic substances b physical properties black. Secure twine around each peg with two ; rERlWnixLE IVlncal E x x Excl. s.o- smelt tarn aubacicuu for sheep areas. or more turns. Drive pegs flush with soil where ® u N TA N E ESTATES _ not limiting) 15,16.17 or i8 mowin and maintenance is tanned. . - - (Vinci minor) 7.5 blue Spreads by stalanal not aggressive. 9 p SHORELINES (Fluctuating water levels) 5 or fi rlo,ars Gra.. +n rule sun as well .a shade. u c nett ng ay ors raw, corn stalks, tap e g t-we g t paper, ate, woo er, or • SKI SLOPES 4 or 10 sat plants i ft. $pert ror cover In wood shavings plastic nettings.to soil surface according to , " . ' i SOD WATERWAYS AND SPILLWAYS J,2,3,4,6 1,2.3,4,6.7 r-2 goon, manufacturer's recommendations. ' . 7.or 8 - or 8 - - - SMALL-LEAVED E x x Fair 6.0 Tiny Prostrate shrub. Informal cover for o an stones Plastic ow a s ng a urrpw a ang a ge o area to e t SOUTH W I N D SOR CON No ' I s GENERAL RECREATION SEEOINGS EorOti£ASIEn r,D white large areas, set plants 2 rt. apart covered with plastic, fold about 6 inches of the , f i P1LN1L AND PLAYGROUNDS OR DRIVING AND (Cotone4ster) flowers for cover In 2 year.. plastic into the furrow and plow furrow slice ' nlcrophylla) back aver the plastic. Use stones to hold ;; . ARCHERY RANGES, NATURE TRAILS"{Nat shaded} 1,2'or 23 plastic down in other places as needed, CAMPING AND PARKING, NATURE TRAILS (Shaded) 19>20,21 or 23 IIIRCINIA CREEPER o x x Fair S.o- --* Breland cover for dunes and other t ay or straw Cut mulch ntD so Sur ate with a square-e ge . SAND DUNES (Blowing sand) 24 (Nypericue 7.S dry anaai will ctiae loco. - calycinum) Attractive crimson foliage in fell. Corn stalks spade. Make cuts in contour rows spaced IS inches WOODLAND ACCESS RDADS. SKiO TRAILS ACID Berries eaten by songbirds. Set apart. LOG YARDING AREAS 9,10,I6 or 22 plants 1e^ .pert for cover In eC an ca LAWNS AND H1GH MAINTENANCE AREAS 1,I9,2D. or 21 t-:years. ►, Asphalt spray Wood chips, wood shavings.. Apply with suitable spray equipment using the hey or straw, or corn stalks. following rates: asphalt emulsion 0.04 gallons *The numbers following in these columns refer to seed mixtures in Figure 6-3. i%ifs- Evergreen or semi-evergreen per square yard; liquid asphalt (rapid, medium, ' **See.count soil survey for drainage class_ `Soil surveys are available from . - I or slow setting) O,ID gallons per square yard. RE . (Q-Co"8Cf: PGY S rX C'OTC'rr er'it Y 9 Y o-Deciduous the County SDi] and Water Conservation Distrltt Office. 2/.Where no comment is made, flowers are inconspicuous. c nc or ng ay or Straw, Corn sta s pp y mu C an pu a mu a ant or ng too over , ., . Source- U.S: Department of Agriculture, Soil"Conservation service, Storrs, . , Tool or disc mulch. Wiles a disc (smooth} is used, set !n the R EIN 0 �. HY Y PP A 8i AS S OCIAT�$ ' :' , .' ' -- r straight position and pull across the slope with Connecticut. ) Source, U.S. Department of Agriculture, Soil Conservation service, Storrs, Connecticut. - . •' , notche he "tucked shoal VIL ENGINEERS 9 LAND SURVEYORS . ) , o e sa soviet t (smooth o d equipment. Mulch material d CI ." ' t th i t a abou :. .- . . 3 inches. GLASTONBURY, CONN. ..: , . ; • . '"'�`'•1 = - Source: U.S. Department of Agriculture Soil Conservation Service, Storrs, Connecticut. - '`' • , .. , .. , I.,.,, .,. -- .. .. , . . .. - - P 9 - `1 . . 4 9 $6 P 180 83 ) . DATE MA NO: N :;i . 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' . .. " . SIMSBURY CT 06070 }, . . . . ! �2 SCAL£ A �� .DATE 4- - Ca BAR m0, :(' N , ,.r _ . • 8(�-:fl, 1 •, - - i .,,.. ..i • r.-... .. " a .. .; ... - 9 203 658 1 88 , - .< . .. , w�! .s< < v v r - v 1 v !.v . .. ... .. .v .. .. .. .... t. .. - :5�{E�.T` S :Xr / � ....v,v :. ; ♦ ..-.:..�-...,e, i -v.... ..-..._ .-v....��v..... ,..a.. v .. .. .; v. t v .. .. < v _. .. .v .r. < .. .. .._. :. f - .. - -. v v._ e.. .. .< r .. .. .. .._ v r , ��`' [� Gj�] _ J, -L r run o vwut�i ` uuo� 5 /'IZU`n CTT so L(/�/2C&ot " 1540 SULLIVAN AVENUE . SOUTH WINDSOR.CONN.060: 9 �� ° 1540 SULLIVAN AVENUE SOUTH WINDSOR.CONN.06074' 4°ra AREA CODE 203/644.2511 OSoi•co~� AREA CODE 203/644.2511 j o October 7, 1986 August 10, 198.7 Raymond G. LeFoll, Esq. 2307 Silas Deane Highway Rocky Hill. Ct. 06067 • Attorney Raymond LeFoll CERTIFIED MAIL. . , Dear Sir: 2307 Silas Deane Ilighwa'y Rocky Hill, Ct 06067 1 Re: App. 41168 - Mountainviex Estates Dear Attorney LeFoll: N/F HINKS Please be advised tbac the Planning 6 Zoning Commission voted on , M/F GOLEMBA N /F September 23, 1986, to approve Sections 4 and 5 of Mountainview Re: Application .p457 - MountainviclivEs'tatos Section 5 } CONGRE�ATJQN ' Estates. Section 4 will consist of 29 lots numbered 94 to 123 I °� f B NA1 ISRAEL INC. (excluding 102) as shown on plans prepared by Reino E. Hyyppa 6 At the July 20, 1987 meeting, the ,South Win dsor.;Inland Wetlands I e ^^•�"r r �} Associates. dated 4/9/86. Section 5 will consist of 34 lots numbered Agency/Conservation Commission approved' with �t:onditions Application W , 124 to 152. as shown on plane prepared by Reino E. HYYPPa E Associa es I457, a .34 residential• lots' on-the .-^-� -north:side of.:Dart FIi11 ',Road, es - • dated 4 16 86. This approval is subject co the following: / / PP j g shown on plans .pre-prepared by Reino.-Hyyppa 8 Assocaates •.dated 4/16 86. INGfQN _ 1 P / ELL r.�.. : v re ised 7 l4 6 _ / /8 conszstan of 15' pages.a es. The followin conditions 05 ..:. ..... _ 1 1. Certificates of Occupancy must be issued for two-thirds 19 lots }�_,;.:.. . ... P Y ( ) ��T e must b e adhered to for this permit to be valid. ..r^� .::... ' ..:.::.,.. ::.:. ::.. ....:..:.....•:: :.... ,. ......: '..: :... ., .:?: : ...:. .:.. :, w• •mot'`.... " . in Section 4 prior to the issuance of buildingpermits for _ ..:. ..,. :. :.,._ ::.. ::. .:♦. .. :.•., : .•.: . . : ,; . .,.. <: >:,.1 ,� � ""�^'-1....� �._. . an lots in Section 5. :. Y 35 o ; Detailed lens for the development .. ... .. . : � (-- S P of lots 132, I33, 134, - :: (3Z O 5 PA 2 34 ` o : . st be submitted to ,this commission for. approval 2. The leas shall be modified to indicate a SO road stub between een _..: ,,.. ,:: .:.:,,_. _ .... ,:: •. ._... .- :..........:,.. ;',.. ,: ,.:.; ..:. 7/0 P :.,. _ o ancludin an ro o _:,. . .:: _ 78 g Y A P sad curtain drains. These lots. are ,not .:..:... .__ .: :.,. :::: ,_.:, .: .. ,... Lots 102 and 103. � ,.: .:.; AstEA - t2I ><:< ' Qt ,• 4 A, o approved until the lap c t ; :> :o S PP plans come before the Commission. ,: _;. ,, . - ,: _ ., ,._ ..:.. _ :.:; 3. The portion of land designated open apace which is located in �, t) 2• The Zan m b77 �Q 11 Ellington shall be deeded to the adjacent property owners and the s must a modafied Co show ,the method .of savin tress . 8 ) P P Y P 8 :.::. . data block shall be modified to reflect this. suggested by SCS .and, deai' naCin the trees that remain.8 g `82 ,zro LIS T. 4. All deeds for the roads. open apace and easements, must be 3. The plans must be modified to show the typical sedimentation and submitted to this Commission prior to filing the final plans. erasion control plan to usC;-fora building permit plan. .' - ': � ::': 1 0: 1�B `8,3 f They moat be in accordance with this Commission's policy for � --•� ! �" 13 \ accepting deeds (attached) and must be approved by the Town's 4. We, recommend a bond 'in the amount. of $25 .006 be submitted to the 5 I 74 72 �1 0 7 rz5 1 o o gcompliance' o Engineering Department and Town Attorney. The deeds for the Plennin & Zoning Commission to ensure with erosion roads and of sediment letion will be held in escrow until ace open a completion i , S f� T I !�� o P P P control measures.' the subdivision and then referred to the Town Council for acceptance. L I 5. Three (3) blueprint copies of the approved map will all 0 S. Concrete sidewalks, built to Town specifications, shall be .modifications must be submitted to- the Inland Wetlands installed on both sides of the interior streets. Agency/Conservation,Commission prior to commencement of any, site t1 11U Irl� ilo(o 6. Water shall be supplied to this subdivision by the Connecticut ' work, o (�# l70 it Dt 1 2Jc Water Company. 0. (01 o 6. Construction activities shall be subject .to the approval of the �1 ro9 � O � rah (,vj ;� to 7. All lots must be connected to the sanitary sever system, and 'Town Engineer. �J 65 ~� are subject to the approval of the Water Pollution Control �'+� . , �- ^ CT Authority. 4, , l- w^••• / f8�' 7. The application shall indemnify and..hold harmless the Town of W -LISA - Liu 8. Street lighting shall be installed in accordance Kith the policy South. Windsor against any liability which might result from the established by the Town Manager (see attached). proposed operation or use. 0 o rf� jib -- �� 8. The ermit is valid for one year and shall expire on July 20, !53 S' _ + y e7i' �o 9. Street names and locations of fire hydrants, are subject to the P Y p !07 _ r o r152 approval of the Fire Marshal of the Town of South Windsor.. Street 1988. 4 117 Y ratO oJ3 8� asses and supporting posts shall be installed by the developer Ff Vtry truly yours, 89} in conformance with the standards of the Town of South Windsor, at no expense to the Town. . f I� yt �131 1; 10. A liability insurance policy shall be submitted to this Commission �» ' naming the Town of South Windsor as an insured, with a combined 1 F. Rnnie, ,Chairman single limit for bodily injury and/or property damage in the amount vib of $1,000.000. Inland Wetlands Agency/ x UPFhJ �`� Conservation Commission II4 11. A drainage assessment fee in the amount of $1,450 for Section 4, Town oSouth Windsor: Nj�pt� I ZO Itl f'. and $1.700 for Section 5, shell be submitted to this Commission. "PEN cy�� ifs ♦, 12. The following bonds must be submitted prior to film the final .ZAG P 8 !CC: A.B.AB Davies, Deputy Town- Engineer- •� 2 6P _ � W - plans: ) Richard Martel, Town Engineer ` ' J _> 0 Marcia Banacb,_Director- of Planning 2 I 103 iI5 `,� OC 1 Section 4 - $380.000 to ensure completion of all subdivision Michael Gantick., Director of Public Works; O 1_ improvements; s Thomas D Auria,' Building official Section 5 - $350,000 to ensure completion of all subdivision Louise Evans, Chairman.. PZC p improvements. Dart Hill Realty (0' Reino Hyyppa A .Associates The Commission voted to accept a Letter of Credit, subject to the approval of the Town Attorney, for a one year term. in lieu of a surety bond. Said Letter of Credit must .be renewed on a yearly - L---.. 117 ` ' t G�\: N basis until completion of the development. If a new Letter of _ �,3 ' A�S>,S Y Credit has not been received within 30 days before the expiration t � t date, the Commission may. at ice option, call the Letter of lot, (n ^" l- A��,_ ` credit it is holding. 13. This approval is subject to the conditions of approval of theLD Inland Wetlands Agency/Conservation Commission. 100 �� � rl 1 �♦l 14. If. for any reason, finished grading and other site work is not ' 1I9 ✓ ` (� O completed. the Town Eng'Ineer shall determine the amount of a cash 'C ;,,? \ 0) bond to ensure final grading and site work. This cash bond must be submitted prior to issuance of a Certificate of Occupancy. [,r 15. Footing drains will be required for each house. Prior to the O - _ f ;} building of any structure on a lot. a topographic map,. `� �� �� Z TC) I L_ =-1 ; { '� 0 %-~ '- drawn to � gg� l a scale of I" - 40' . shall be submitted for each lot in the �':' 1x ( -".•r: I subdivision. showing proposed contours, elevations and the location J 121 O rp I of the footing drains. No building permits will be issued until �-� t II�1 + the proposed contours. floor elevations and location of footing Uy J _ -- -- drains have been approved b the Town Engineer. } �` �' ' /� PP Y 8 I ,I�r-'," { ♦.-. 16. Drainage for this subdivision is subject to the approval of the Town Engineer. 17. Prior to commencement of site work. a meeting must be held with Ac. Town Staff. / 18. No building permits will be issued until all the conditions of _ _ approval have been complied with, and the final plans have been O [ I I l filed in the Office of the Town Clerk. J��\i - �� iJr�oiJ �J '���' Black and white transparent mylars of Sheets I through 4 for Section 5. ` \� I . /�I-/-\C� ( and Sheets 1 2 and 3 for Section 4. together with two blueprint copies \\` �� l��t_..�'•i � ��4__ `iU��; i of the entire set of plans, must be submitted to this Commission to V� be stamped and signed. This letter of approval must be reproduced on _ the laps. After signing the mylars. they will be returned to you and ` ;1' L�r a�`-;`N L`1+ca 1�1 -'= ; I < t yI P 8 8 R moat be filed in the Town Clerk's Office within 90 days. �� l� x [C�Tt's_ ,�.<,, i=, 11t l P�� ♦�� ,i �-� °-..�_,�' ,�'� � � c<IUu_t. , � 1_..��oac.• 2-I°la = 39.4 Ac, Ir Yours very truly. 1 �Q P` rr ! 3 �_JPEKI ��'(Jla�t_ �� k �/ i t�E 1 UJ PLANNING 6 ZONING COMMISSION �ci =CfF: . �I IL C l..'. I 1:' 1 - 2.(o± QC. �� r / \� r.. - - - encs. Louise C. -Evans. Chairmans / ` ^f Vg By: '�,� \• / `` \ ^1 1 N r I- 1_ I� .J J`��j_ }_ a:, J:, ' ,�1 I� j 41 ,3±He (PER �GUTATIoNs CC: R. Martel, Town Engineer - --__ ++ WMAf�K 1 1 ' R H -\ ' I N{ M. Banach. Planning Director T. D'Auria. Building Official J 20 4 - 1 ~F�- E. Belleville, Assessor o r r - - Inland Wetlands Agency/Conservation Commission ,� I \ f' , \•� f { e Water Pollution Control Authority , - , ` Zti "+r4� tIE f1 J� \ 7 .1 �i `� r A�. �-'I l • ' % Reino Hyyppa 6 Associates Z � , \ \ �� ! h - INDEX TO DRAWINGS g �� \ � _ :2 L.0 Sheet No. Title O � _�` I 3 3- 20.6 Ac_ -- 4 2y KEY MAP 2J N/F 2=4 PLOT PLANS CUSHMAN 9_2� A�E DEPTE � - \ '101P 5 -? TOPOGRAPHIC MAPS �� luTINIINDS011 p,R 8- II SEDIMENTATION 81 EROSION CONTROL 12- 14 . . PLAN a PROFILES - ° 9(- �� :- 0 P E N SPACE S U B D I V I S 1 0 N A - 30 Z 0 N E . 15 OPEN SPACE NI O LANDSCAPING PLAN K E Y M A P G ONSTRUG-TION Co. ROpp LNG' ' SECT 1 0 N 5 28 �•{t L� 2� w OUNT I NV IEW ESTATES I HEREBY CERTIFv THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY CORRECT AND WERE PREPARED IN 1,CCORDANCE WITH THE STANDARDS S 0 U T H W I N D S 0 R y C. ON N . OF A CLASS D SURVEY AS DEFINED IN THE CODE OF PRACTICE_ -' FOn THE STANDARDS OF AC,-)nACY OF SURVEYS AND MAPS r ADOPTED DECEMBER 10. 1975 AS AMENDED BY THE CONNECTICUT THIS MAP IS COMPILED FROM OTHER MAPS, DEED DIMENSIONS AND .o << ., SUBDIVIDER RE I N O E. HYY PPA a ASS OC IATF'z >SSOCIATION OF `AND SUPVEYORS, INC . a' ` _ �` ,S OTHER SOURCES OF INFORMATION NOT TO BE CONSTRUED AS AN _ ,rs DART HILL REALTY , INC . CIVIL ENGINEERS LAND suRVEY,.tS �� 1 u ` � SOUTH WINDSOR, CONK. GLASTONBURY, CONN. ACCURATE SURVEY AND SUBJECT TO FINAL CHANGES AS A MORE �r �r T r WILLIAM CK L.S.N0 . 11622 ACCURATE .SURVEY MAY DISCLOSE. 1; �- - s>+ SCALE I ' 200' aAYE 4 16 86 MAP No. i BO 83 IP _ SHEET I OF 15 SHEETS 1 i I PROPOSED WOODMAR II SUBDIVISION I 1 � �12 I I ) rp1 ��,LtiN6�pSpR H I S 8a oIS' 30" a G73. 13' gg3.oa' 3220' tag.�4 loo.00' k lood 1od.o4 Ioo•Oa'. 100416'a loa.oa 104.1QJ ` 1 O d.OO' .� ' (Lar t35) W W - TpW� tA Zy2.1�' D 0 ? o3 tx 3 z o $� m 129 3 130 m p I31 Zm �`� 132 m g l33 _m p 134 ° l35 °? a 0 136 �\ 0 ' _ 00 - 0 1 N 9 m 0 \ n n D - `� 0 Ox N w "t' z 0 3 AREA = 24�038 S.F AREA = 20,152 S.F ° 6 AREA = 20,000 S.F Z° N� AREA W 20,000S.F AREA = 20,000S.F. 0 o AREA = 20,000 S.F 0 AREA = 20,000 S.F w AREA = 22,898 S.E - 0 ° w 0 P w O � _ 0 0 �� � � 0 rrl W x U \ AREA = 33,917 S.F Q�� u d to 0 In � _ \ tu 0 0 m a 7 ' z _! tL N 0 ILL Y \ S i a: z s / ; o b Fi:25.Do' 14(0 O S� �� N N Q S. �' N LI D=�2 5'O 4'1' s8o CLoT -' N Lcn� \ CN='ice• , tOI.Ob' tDO.O�d laoob.op 100.00 t00.Q� o.°v la.pp !00.0o I00 2o.od 91.5S' 8p.bo VJ AREA = 36,646 S.F \ \ ,op �s 35�'Ig' FARM ROAD 29}F� 13 HATS i S KY _ CJ- T1ota S= I1a. �0. ,� P3 24 Q 25 2b Y 2T 2B Z9 5 EGT 0113 Y {!) W 2(E 30 581 $1.12' yoo.ao• ►oo.00' Ioo.Od' ti oo.ao' I00.oo` zoco' I oo.do' (/) \ M1 0 \ o. ; lJJ ? h �O i � � o N `gyp' � m � 0a w ni 0 OD �0 Q �= 0 3 2 3$ (74) �-- y 126 / 142 0 141 _ 3 C140 139 _ 3 138 0 137 �C 3 o 0 3 ° °- _ o � Om _ $ o o - Q o A = ° m a 4 - - IO AREA = 20 000 S F AREA - 2 000 S. ARE 20 000 S.F - r AREA - 24,630 S.F _ � AREA _ 201000S.F N a AREA = 20,000 S.F AREA 20,000S.F O - A E J a 0 tn�} 0 v! 0 P7 0 0 0 - t(y 0 >n t a Nam p o1 �` AREA = 31, 305 S.F `� N N o�1 4 N 0G11�� n ,, o 0 0 7 ' Qv� d Q m 0 0 L k 0 3 _ Typ l f m Z r (p (n u � 583 Q 4 r _ cn r a O 582 t0 v —— — — loo.00` Ioo.aO' Ioo.oa` too.00' too.00` zr,.00 too.00` U- o o {� aa* oa' 30" w G00.00' 0 D or , v a ti AREA = 251609 S.F MATCH MARK SHEET 3 4 AREA = 201163 S.F r �, cn w $�d y5' yi,, v,1 0 . STREET MONUMENT COOFtD]NAT1rS 0 NOR-CH EAST 1� D _ o t44 last-7o. a52- 2+ S. 3`3 OPEN SPACE SUBDIVISION A-30 ZONE Q ? I% tC3S, l94. 228 215, GGS .2�7 .__ _ 0 Z 0. AREA = 17,500 S.F s 4 2Co7 1as, 3oo. 8s7 2-1S, GG5. Q,GG PLOT FLAN l� 0 0 rl SECT,O 5so las, 1�2. s10 Zt4, ga--7 . ZZ7 SECTION 5 0 � � � ° � l >�ST AT�S S8i 18 S, 142.•'S37 214, �J45. COOS ao dC) CK''P' tO � Q� s a�a �5 ot, vJ NTp,1Nv lEw L�GEI`1D �Bz Co?-.a4,� 2oi 2t4,-74-5. o�-r Mou t MOUNTAINVIEW ESTATES O PIzpF �ED 1•P. 5B3 I B4,`3Com• SOS 21 4,`792. 4BS C09) © PROFt'�ED MoN• t SOUTH W I N DSOR , CONN. NOTES I HEREBY CERTIFY THAT THIS HAP AND SURVEY ARE SUBSTANTIALLY CORRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS I. ALL LOT-5 "WE MINIMUM 100' LOT V-"VH OF A CLASS A-2 SURVEY AS DEFINED IN :THE CODE OF PRACTICE Z. THERE ARE NO FEMA 100`fEAF- F't_ UX bOUNDARIES FOR THE STANDARDS OF ACCURACY OF SURVEYS AND MAPS Wm IW 7`4V5 SEC-TIOv3- ADOPTED DECEMBER 10, 1975 AS AMENDED BY THE CONNECTICUT REIN 7 E. HYY PPA aA-Ss✓C.IATES ASSOCIATYON OF LAND SURVEYORS, INC. CIVIL ENGINEERS 9 LAND SURVEYORS GLASTONBUftY, COiVN- -- - - WILLIAM KLOCK L.S.No . 11622 SCALE 1" = 40' DATE 4 -- 16 - 86 MAP NO I80-83--1 P SHEET 2 OF 15 MATCH MARK SHEET 2 1 - S 6�� 08' 30" t^ f —i kOp.oO' � 2p.00' toa.00 Iop.00' I 1 I oo.c>o 100.00' IOo.Cx7' I oo.00 (Lr�rtSo� lw ll 11 Q 3 w w ! " 3 ,ll w W 2 - 0 = f 06 - - Z - I p I _ 0 !� 0 0 w rn0 00 o p _ - m (44) 0 ,� o Q o 0 0 o o - o o I 148` ' {49 m 3° 150 0 {� I 0 p N 0 147 0 - o o � cis 45 m 146 o a o a � 0 � o +.n o 0 0 . N o _ � o � . NI� _ . o o � a � � � . o i o a N I o O 0 to � 0 p � AREA = 201000 S.F ° � AREA = 20,000 S.F Z � AREA =�20,000S.F z AREA = 20,000S.F. � 0 AREA = 20,000 S.F 0 W � AREA : 20,000S.F Z AREA = 20,0005.E Y � z z Z O lil o �— a I- 50' muttalr'ao UNE ? Q � z V � w � � 1a 0 p f N U 2 w - I tao.00' loa.ao Iod.00' loo.do' loo.00` zn.00 too.oc;0 ioa.00` V) — "_" — N B8- oB` 3o" W 721.a 3 L i SA DRIVE s r2i.l o Q 24 07.67 - - - - 5 J 'Q 6 7 Li � N 721.43` S E38og' 30" � '' - - — i1g.Zz4' Ioo.oO` Ipa.Oo� Ioo.dO' iOd.00' 24aa loo.00' --loz.t�` w 4 > Q � w Q z F- Q ? 5c aUIL-D.INC3 UAIF_ w 0 �J - ��' l55 {54 W 153 152 0 ° r 0 � w 43 {57 0 o o a _ o � . 0 � W ro t� = 0 _ o �• 0 0 > 0 AREA = 20005 S.F 8 AREA = 20,000 SF . AREA = 20,000 S.F ;� AREA = 20,000 SF o AREA = 20,000 S.F�i �' AREA = 20,000 S.F o z o ag d 0 � � dZ� Q , o z z o 0r 0 . ' (! 12j - - - - ` lod.ao' IOO.00' too.0o g 1.3p' too.oo' 1 ` N 88- OB` 30" W I� OPEN SPACE 1 —f UNTAlNVIEW ESTATES - SECTION 2 `-2) MO OPEN SPACE SUBDIVISION A--30 ZONE (113) PLOT PLAN SECTION 5 M 0 U N T A I N V I EW ESTATES SOUTH WI N DSOR , CO NN. I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY CORRECT AND WERE PREPARED IN ACCORDAN4E WITH THE STANDARDS OF A CLASS SURVEY AS DEFI14ED IN THE CODE OF PRACTICE - - - - ---- - ------ - FOR THE STANDARDS OF ACCURACY OF SURVEYS AND MAPS ADOPTED DECEMBER 10. 1975 AS AMENDED BY THE CONNECTICUT REINO E. HYf.RS RS A aE SSOC 9 LAND SUFwEYOR S CIVIL E�dGINE 5 ASSOCIATION OF LAND SUPVEYORS. INC. GLASTONBURY, CONN SCALE 1" = 40� LArTE 4 - 16 - 86 MAN NO 180 - $3 - IP WILLIAM KLOC K L`.S.Na. 11f;22 SHEET 3 OF E5 SHEETS v I ! I it li If II li I N/F HAROLD & ROSE N/F BRUNO 8 ELEANOR GOLEMBA I -- HI NKS 26' F i74.00` 525.67' -7Co.Coo' ` TOVNN �tiNE PARCEL TO BE CONVEYED TO ADJACENT PROPERTY OWNERS AREA = 0.72 AC. E�LINGTON ~ WINDSOR SOUTH r 0� N v- o � N OPEN SPACE to AREA = 208,568 S.F r % 4.07 A C. r 3 v; ocD 0 2449i' ZI'44" W S 2go/8,Q , N/ F OPEN SPACE IRENE E. GUAY -- MOUNTAINVIEW ESTATES - SECTION 4 1 l OPEN SPACE SUBDIVISION A-30 ZONE PLOT PLAN SECTION 5 M O U NT A I N V I EW ESTATES SOUTH W I N D SOR , CON N. I HEREBY CERTIFY THAT THIS MAP AND SURVEY ARE SUBSTANTIALLY CORRECT AND WERE PREPARED IN ACCORDANCE WITH THE STANDARDS OF A CLASS A-2 SURVEY AS DEFINED IN THE CODE OF PRACTICE FOR THE STANDARDS OF ACCURACY OF SURVEYS AND MAPS ADOPTED DECEMBER 10. 1975 AS AMENDED BY THE CONNECTICUT k ASSOCIATION OF LAND SURVEYORS, INC. RHINO E. HYYPPA 9 AS$nCil�T( l CfV1L.. 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IO oo` too.00` Ido.00' 31 1 �'too.00' i25, •• •, r_r5" t?C o > -�� t4 - N egg ot3` 30" w CoC>0.00 t � • l. � � - _ tsj to \ 0 fr ` U cv p \ t � a r �, � � . / t MATCH. MARK . .v , , \ _ Tofa1) - , `� _ - SHEET I �- 511 p 1 Q ` `2O�r �':/e ;, . , In \ - \-t 6.00 �, tty ^i' - I `� n ty 1 _ tfi � 2t�.�� - - - _ _ _ .. :'. - � '_t 1 W N 81 ,�' 1 � a 6' \n , tl" W , . M _ S alo 15 � v` =} o �o - I Z o ` - `J _ LEGEND . . . - 4 � • . 2 . '\ ; - I OPEN - - SPACE SUBDIVISION A-30 ZONE :. Z \ 1) / co \ \ ` - 4 PEC>F E= M0K4Q MENT � I RoN Pt N .. � o o 0 `-___ 5 � --.-- -- f - -i ce cor��ur� TOPOGRAPHIC PLAN ; a .. -_ 1 I I -r AT r S �SEGT\00 4- _ P20 F��C t� S`ro tz M i] 1 tat.�C�E . . ,- , •C�� �s C� ��ls.44Sg Q-- is-r 3 N s = nrn r��.6l a�� S ECT i Q N 5 j �wP� to CSy�� p `� tt .rt F�--3�1,C�1 o P1PoS1� SAI•�1TARY. S1hl�#� . . . . . s a� A�N 1' 75__ F.�c I ST 11�1 C� ►N r<TAP Y s Eel E ,,j. . ' . � M U 4� I ---. . ' L �c�t "'EIS is ►-rAR%e LA'TEt_A4 .\ G5� �,4a j _ , � Li Ml o 'L LA B w -r BAH Ds M O N A 0 :; , \_- \ .. U T NV EW ES�`ATES . . . � "CF �3 1 \ r ;.r . .. . . - - I . _ , . - � �_� , SOUTH W I N DSOR CONN: . +.• •. ' '1 Certified to be substantially correct `" .. ,- , . . . r 1 _ �. , - RE�/.3-I- .$7 C-L. 1 t �,. �y (p P^S tys � 5. PCPs A DSD. �, - SMHCSE�r . - Qv. r-2 3-8"i . , . CarlA.7S Swtkt_E.' Lai t2 -I' A rxED �;, 15,27 . . - . . ' . F 3 Rev. ��1 °1 wG T 4-8� sWf s v �CS�'-. commen . • {�`' _ -. V ,J.. `�,_x. , enneth $. Smith P E. Reg. No. I0$14 - , . . . . . . REIN4 E. HYYPPA A ASSOCIATES .. . � I . .:.; I . CIv11. ENGWEERS a . t.ANp $URV$YQRS . _ .. . . . .. z:'. _ t . r" ,< . . , -__-, . G LASTONBURY C MlNr.: .;. . . . .! - i is f;; . . ,3: . . .' .. .It:(,. - .. ., - ! .. .- . . .. .. -.. ... scAl, oaTE 6�86 ;MAP N0.180 83 1 P -. .. . �y ;,�s:_� x. .. _ r .(':n' - - t•rr 4 i 1•1:... {. '.4 :; ,..-. :.. : - J 2. -_ __ _ . .. , ... .• - _ . -_. , .. , � T. OF l� SHEETS �, !. . . w NOTES: 1 . Topography from aerial mapping dated 12-18-84, by A.D.R. Associates, Inc. , supplemented by field methods . 2. General grading shall be done prior to issuance of a Certificate of Occupancy on a lot. 3 . Large stockpiles (500 cy) are to be removed from a lot prior to issuance of a Certificate of Occupancy on the lot and/or adjacent lot. 4. Areas to be regraded shall be stripped of topsoil . The topsoil shall be stockpiled in neat soil banks available for use as required, temporary erosion measures shall be instituted to prevent excessive erosion of thi topsoil . 5. All disturbed areas shall be stabilized with 4" topsoil , seeded with perennial fine textured grasses at a minimum rate of 1-1/2 lbs. per 1 ,000 sf. 6. Staked hay bales or filter fabric shall be placed in critical areas during construction as directed by the Town Engineer and shall be maintained until sur.'ounding areas are stabilized. 7. Reference is made to the Soil Conservation Service "Erosion and Sediment Control Handbook" For acceptable MATCH MARK SHEET 5 methods of controlling erosion. 08' 08' S. Wetlands located by New England Environmental Services . � 30" � . I oc>-oo` too.ob` t ao' \ loo.00' to,a.00` \ }ao.oa �ao.00' 9. All significant specimen trees 12" or greater in dia . will be protected whenever possible . _ _ I 10. There shall be a minimum of 2 trees (2-1/2" dia. ) in front of all houses . y T- NI 11 . Footing drains will be supplied to all homes subject _ to the approval of the Town Engineer. a TF 31F Z- 7.5 _ W W uJ FL=309,78 /� I 1 W \ � I 12. Most lots are suited for solar access. O / OQ W I - \ 3 Q I W a J I o - I u� 1 � . a o o - 0 �)5 00 - 0 ° o0 0o I \ � 0 44 m0 �46 No 147 ti f o ' 148 U49 0 " om ( ) r'no a � obI 150 0 �, l5sl 0 _ O o _ I 1 -� -- a In 0 I 4 (TF�P, SEED REQUIRE �o °fiEMPG� /� r°`C I o o o_° N PLAC-E SlL'C FENCE O / z STACK P1la ' J Z \ Iu� z 3z� HAY i3 �E5 Do HIL �� rl I O a 4l8 FROM `LSTt�C t_E) AR E-Pt z I1 a 3t� O % iIII L<t" U w �zo-^��Sectior� Pt-o sed DBL CB SM N / Tel =313.89 Fir CB �a. -7-+16 \ 5 y316. 2t SM/-/ Klater Main FL = 310.P-8 = . 14 .8z T r = 31�,1 2 r8'- 8'r ors. �.- .... g - 1 « /� ..� �,. _ "` °� 11V V= 109. 9o' I - I O I1 5 Cp INV=30?OZ 1/VV=308.11 � ' @ O. 5 l /� 310. 60115')(E N�oo:oo' loo.oo� .oa` / o , ✓ `W- 0o to 00 loo.ao o.00 loo.00 AV w _ \ - 4' CON C. ALMC C1 " a - - _ Eli H 24 07.67 � ; } 1< "0 - EPA w 31lo.9fo L I S A s�� 5 �� DRIVE - } 72 4• CANG'- A K -� I Ij 113. lam' I oc>- 0, ! f 1111 00.00 `70o-0o` �1 100- l02.1 II W i5t` RCP "�'cp 316 - @ j 1. o ` OBI 208'-8"Sca r-,. na l.0% l t _z @ 0.S /o CB j _� I Q .�-- - -- - - - 31B / TF'- 313.8 9 I T� � 511, \ LU I I--- � - - T F-= 314. - r = l o. o � ` .� �• �G = 311. 9 2 ��� w � ! z / l 53 FL 3 5 I \ \ �- JIVV= 309 2-0 1 so' 90lt-X>iNC3 UNE �� Q I I I 155 f � t54 I� 15 a - W a o �43) � N ma �� N 1 �' o o � 'p w 0 tAd / o a NO Iro 0, o_ > 8 a \. . Q \ Z 2 I 10 1- 314 % t Z 1 O 31 T1=;-311.5 i ' J-L=15/ (112) _ S{.30' t00.00` [OO.Oo' 100.00' � lOO.00t N 88' o&l 30" W � 7 1 -OPEN-- -- SPACE -12'-42'RCP fr @I.D% MOUNTAINVIEW ESTATES - SECTION 2 OPEN SPACE SUBDIVISION A-30 ZONE 13} _. TOPOGRAPHIC PLAN 4-21 PccE \' �S.sB i SECTION 5 I TE - �x� �1 PLSuEN�-G DGE TI�AA- ,'I� ED�ATE 24� F : IANWEL- fZ tP QA P M O U N T A I N V I _ w ESTATES �K S WALE SOUTH WINDSOR CONN. DI=T�NT-IOKJ 64511111 ;' / •,,,.� `f-L=:os,c>rt � l � I Certified to be substantially correct ��f �l ? Rev.`1-14-SCo � s�vfF commer.�s REINO E. HYYPPA 9 ASSOCIATES Kenneth B. Smith P E. Reg. No.10814 CIVIL ENGINEERS Bc LAND SURVEYORS GLASTONBURY, CONN. SCALE I" = 40' DATE 4- 16 - 86 MAP NO.180- 83- I P SHEET (z> OF IS-: SHEETS i II II - i N/F 1 If II HAROLD & ROSE '� N/F BRUNO 8, ELEANOR GOLEMBA _. _ HiNKS 1 � � o0 9-O' 0;j)E 525.67' NJ 8Coo 2.B ?-G E- -7 PARCEL TO B[l CONVEYED TO ADJACENT PROPERTY � OWNER -��,���LINE � t f to 0 i ELLINGTON SOUTH �WINDSOR / _ � 3 r I - _ Cl) ' N � o OPEN P iv S ACE L i 1 J 19 �. I / � � w uD 0 41-7 w - } N/ F /', - ENE � ` � f 1 1 IR , E. GUAY -. pPEN SPACE -- MOUNTAINVIEW ESTATES - SECTION 4 OPEN SPACE SUBDIVISION A-30 ZONE TOPOGRAPHIC PLAN SECTION 5 M 0 U N T A I N V I EW ESTATES SOUTH WINDSORI CONN. Certified to be substantially correct Kenneth B. Smith P E. Reg. No. 10814 REINO E. HYYPPA a ASSOCIATE' CIVIL ENGINEERS a LAND SURV£YCRS GLASTONBURY, CONN. SCALE 1° =40' DATE 4-17-86 MAP NO. IBO-83- IP PROPOSED WO.ODMAR IT SUBDIVISION ; ` � r f 3 30 • 334 3�2 1 \ ' 453•08' _ / S 88� o8' 3o" E L ..-� / 32.20' t�,t3.�4' too. / ►oo.oa` oo.oa+• ;oo oo. ' I 000' 1N E 1(02•12' / i TF=379.5 i �o FL =323.0 (S) to Z ' Z32 AGE It E hl!6.fib`}- `----( � 5 L 1�l t�`i cJOCYc _ S O 0 =3Ia s \ ( �9) p 130 m 131 // i32 , 2 m g m o ~ � \ m 133 4 m _ I3 ro _ �. � � _ 133 p 136 q 0 \ V •• • .• .r• • • • . O I O a tr' a 9t . . . . .. 0 N 3 \ oWfA - - o / 0 0 . . . \ in M Q Oat + / 3Z 3Zt r_ „ c9 < s x x 2!2 36 1RcP \ o \ ° ( 0' 43 UX PING/ �. E i 34'-!S" \ I� ? 0 \ �r !- � �� F 30 , 24 III (54 z Exis Scan.S,MH f R / �f � / 1�0 -1� r2cF�C��o io � � rn. H T N 32l° 33 �3° lNY- �' �� 3z D,B32O 43 _ - t 57 8. NYC 32D.8 907 j T� = 321. 9 t'-316.850 ,� I/vY - 315. 14 o=9o'ab'ao" O I t, 328 TF - 323.t4 � J� � _ 12 7 \e.. /� o� ` so 543, 371v �. = 3/ da4 / = Ft=25.QQ'. ! �- �� ' \ , 8 S jaa.4'd 1 1.oo !!!f d ill 3Z4 } _ N - W C4=so,00 ►oo. ao 100:0� Ioo.00' too.00 9t. ,;}ma `s. �\ .✓' \ + , _..._ ...5 ' a will _ _cw \\\ l' Ex t orb. M.h' .L2�• �22+3to.ol �xr-t. `.� 236' 8.. @Q 3?J:�7 ® 23 _ 5io d.1? s Ttr lss Drop=.317. 67'1/V) 3 / 32 2s z7 _ �. ot�ss Y= 31Q.44 d'E' 11/ +' 32Z -1 ._i -� 3Z2 29 s E rtot.�3 K� FARM ROAD � \ \ \ �•' I�. , F' nlG: WA - o 'aes..� ,.,E � -� N St•12' top.00' ic�o_oo' �13t.t2' • -- —Q 22' J5"RCS' I o.00 E,xlst. /4J -S Sari. (n � �\ `• =� �� � � CU_RVE f�ATA � 22'-1 � �zz f ` '� ~ 36'�1.9" 8 `\ /5�. /5 �2cpca1.0Y I- J �,I' �XCCE � _ w 7 \ &n O R, /75,o0 -=- /r - \ ,citr r !O� 15 ,o tro. 8r ' ~ �� �L= 3f9 8 --� = QF �� a TF-= 32 -,,, . @ 2.s TF•= 324.83 L -307, ?8 fin/Y� I:* •._... �L Z. 317 1 - 1 17317 N = 317. 59 ao So' BU1L�lNG L/ � . sa• Bu,Lot 1 1 / W � r ^S CL - / p i� z4 I 74 324 Q / N p 0 0141� _ 3 i 40 l39 z - t p _ 00 r _ _ -� I p O ., � '" r --~ -- _ / a / r N N 1{} O ... . wi 3A4H 0 t A9 . 3 t , INV- 319.95 I u 29E 8 Son.�fnl)_f— s3 b 5' tt° _ 1f}` I @ 3.4 % s t 0 322 \ S ¢4S'54-" M Q32 �' �~ m r 3 Q !Z Us dA 1 N + ° �1. t� � �. �- ° �` �� `� - tit.� 1 e Cu / ram = .317.5 ` I r 8 I c :_ 4 2 3 ` FL = 30 t F 3�?�9 T = 32 Opp, 100.00` ltJ4. 0` iQ ao` two-c> 9. 78 J ah �� 3I7 1441 - 1 GJ, RC� Q O N aBo oal al W t00.0`oD0.00 ! l MATCH MARK SHEET Wt w �titi „gyp Tofza!) 1 Q 206,�5 tJ7 V`15.00' u o - -SE VI NC� coF C01y�'T `cUG`rt o >� p.� 1 rv�� QRA i titAG t ` J AtJ 17 ARC SE�1 E }Z OPEN SPACE SUBDIVISION A-30 ZONE $ , i 4 SEDIMENTATION & EROSION CONTROL - ^� d1 � , T�S ELTtpN 4 e•- � • P� . ►"�� e�, l 1 l `l ESTA c6 <�15,QQgg a8`r' Lt iED r?or<t- .SC5 - Soft. SU R\I� 9 E�oF,T I"off HF 17 Co��r�1 �( S ECT I ON 5 s a` N-�A1N � . Mpu , � � .��� - LEGEND ` 5olt_ �YPEs � � oC�.`�oNS -� - _� �' M O U N TA I N V I EW ESTATES � CTtOt4 ql (0:9) -cF=3 •a3 1 SYM F3oL ' NA �- WYA : ,� y $ AHAM SI oraY SILT LOAM p e/o 1 10 3 SLOPES SOUTH W I N DSOR , CONN. 00 Ws A W 1 ti=t3 RA HAM ` STot4-( St L.-r L o AM o ro �`lo S L-Q - :: W'A A pQt vt 51 _ 1_o.°t M ,-Ti 1 S PLAN IS. TO B To 3 % . S opESUSED FOR` E fAA St t_-1' , LoaM o �Q �°> SLo ES ;; � SEDII�ENTATt0�11; a ER�S.ION. . ..: • :r > S A •moo s � 5 a 2.. .:✓.. r AM , , T s PES coNTROL MEasuRES- -- stint-t ONLY FO R t�{2 / GSA C E`S 1 -, H iS�E F tJ S�hNc�`( LQ M Q TO a SLop�5 4TNER SITE . I t� en NFOIMATION SEE - V S S't E t E L - •`�1-'iE R � SAr1 U M REINO E. HYYPPA ASSOCIATES • ;., : .� P`� A C� • �o •' �.: : - � • `' - - a hE � 5 5 TOPOGRAPHIC P - LAN y � 1�A CIVIL ENGINEERS 8 LAND SURVEYORS a C2t2.4Ca4t�tS �[.T Sl L Lo A G7 �d a SLoLS z_r, 3 P GLASTONBURY, CONN. ,:13 ou flR'( Lo c�T t o N 1 SCALE I = 40 . DATE 4.:16- 86 MAP No:180�8 - P�..ml - :- F F t t .. MATCH MARK SHEET 32 IOo.oO �[ 4 t� too.0a' �od.00` JZ4 ` f 3 `� Ire I I I I I 1 'GcGJ ( ( M.N. I I W W f Imo'Z r o a i 00 w FL.-30978 ; I , \ �, , 14ou�E l - - w rn 0 / rn 0 o t I - _ 00 '; O Q � 111 1 Q N 3 J� ------ - -- �L G-� Q 145 0 146 0 14 o In o o o I \a 0 ti To Perot-__c4'' 7 148 Q - — - - - o a N I 1 cn 149 m m 44 o I O o 0 1 ) Et"a N a � Z. O tt1 � O � o I � D � � \ O ,o tn (T 5EED REQUIR o EMP�R/�R°�C o 0 ! PLAC0, St�T k.1C.E O �i HAY B .E I ,8 FROM s uE. ARE/ \ R 1 I \ \ I YP1 ��I_ L07 SO` 8uttlnsC, Uf1E. 1 0 (W 320 (5eCfion 4) Fro Secl � � DF31r. C6 f SMN 5 M N T e 31b 28 I a. -74 Ig \ T� = 3I6. 21 �a z I�fQ�r NlQirl / to TF=316.2r T� = 31�.13 2rar-. �►-,. .� P - I4.82 / / Il 15 Rc73 INV= 309 90 � - � o IJVV� 07,:oZ - I/V V=348.1 l � @ . 5 , , / I r�L � 60l/5')(E l08'- 8" Sor7, � — • i C 1.o�e I i N F- � 100.oo' oo.00'/ �tQo.4p' , 'S � �— - 4' Crnl c. Ld IC7D-00 100, p I OO.pp' I-LI - ALK e n I— — i - IL U) _ t _— LIJ J 31fo.Wo 3 L 1 A -+ 5 __.s s ; - LAII 3t ,2°1 f 31�\ R � 118.7Z1' I Od.o o Wioa IVE 1 I > cos`-g"saw• 3I� 22'-15" R o� lJ k32'-r��t cA z @ o. e n T F= 3l4. 'TF= 3,3.8 7 f 1 �L - . 92 , V) NV= � Ft.� 310.50 I 1 � \ � W o � T` I --�- 309 2 < «Q�Nr, ur,jE a I w i 234' \ cn i _ f ` 1. p • w\ !55 � 154 � o � 0 + 53 - \ - a _ � I I' ° �: 152 0 N fi 1 I - a W a \ Na o_ g a N Q, I - - . ' O o j O N O O °_ O t lP N ._... Z \ 0 ,� Q 314 <� , • f x 1 ! a MH / � �� (1 12) o.oo' i =306.38 L ✓ 1 fit 8g� lao.00 [oo_oo' / ` f o.00' _ / _-IOo.00' \� � s 3o w / -- \ _ _.OPEN- --'SPACE j,� _12'_42'RCP MOUNTAINVIEW ESTATES - SEC.Ti.ON 2 312 -`� �� ti �42) 3} 1 ,� : ( OPEN SPACE. SUBDIVISION A-30 ZONE ,1�; SEDIMENTATION : 01 EROSION CONTROL or E - _ I lA R►p .� SECTION 5 18'1 NTESZMED[ATE`lZl P.A Ext .24'RCP 0 s D ra��Q�RAVEL I N T A I N V I EW ESTATES Boa b SOUTH U TH . WIND S o�T��trtON �asl �� �L=3o5.te4 OR , CO NN. fTHIS , 'PLAN:�1S T4 BE USED FOR , r' r, r.. •., f,, SEDIMENTATION & EROSION i C4NTROL,MEASURES ONLY, FOR ' OTHER SITE INFORMATION..SEE4_- ` -. ;,...,..: _..__.•..... . -. - ,. R£IN O E. HYY PRA 8 ASSOCIATES ILI TQPO,GRAPHIC PLAN CIVIL ENGINEERS a LAND SURVEYORS GI.ASTONB URY, CONN. SCALE I"= 40' DATE 4- 16 --86 MAR NO.180- 63---.I P WOODEN LATERAL (ST) SEDIMENT BARRIERS CR055 E3RACEg4 WOODEN STAKES AS r�!IRIVEN MIN. O1✓' PURPOSE 1 N -THE G ROUt.I p, To intercept and retain small amounts of sediment from disturbed or �rr I _ unprotected areas of limited extent. 12 INSTAlLATIOfI RE UIREMENTS STORM 5 EW E y consist of filter fence or straw or ha (2) installation Requirements FILTER �ABRI C- R �TRUCTU RE tlQn + Sediment barriers may y bales, TUU CEia Ca"_IZr• 11{r (I stone berms or other filter materials. Planned Iifespan of sediment (a) The heirlht of the barrier shalt not exceed 36 inches - ..(I _ y I barrier for no longer than 60 days. Synthetic filtersfencesed as acannr�erary (higher barriers may impound volumes of water suffi- �� CyF�AbE barriers varies. Straw or ha bales should only be used for 60 days en longer depending on ultraviolet stability and manu- tltenfiltert to afenceuse ashall be placedil are of the rlOtfeet away from it faciurer's recommendations. Scone tweeters can be used for longer �y the toe 01 slope. periods of time. •� f2 a. Straw/ffa pales (b) When joint, are necessary, filter cloth shall be i spliced together only at a support (1} Sheet Flow Applications Y curet post, with a ��W I FLOW L �1V ! 1PrQ� y sealed. See minimum 6-inch overlap and securely/ �— manufacturer's recommendations. Bares shall be placed in a single row, lengthwise on —ar,., 4, ✓ �, �l U W {c) Posts shall be spaced a maximum of 10 feet apart •r�Q• t � • Lhe contour with ends of adjacent bales tightly abut- the barrier location and driven securely intotheat Bf�SIN f ? a! �' s b. ��(> o.`�' ting one another. r :0 4o a ' g ound (minimum of 12 inches). When extra strength } fabric is used without the wire support^M� (b All bares shall be either wire-bound or stein tied. pport fence, post raw urn ( �t rI- rt �� '6 g- spacing shall be as manufacturer recommends. �+' t ., sales shall be installed so that bindings are oriented 10,_O .L o•, ne;c.y 8, of,: .a eq V• o the sides rather than along the tops and bottoms (d) A trench shall be excavated approximately 6 inches Of the bales to prevent deterioration of the bindings_ AN CIAO I wide and 6 inches deep along the line of posts and R ��� BALE {c) The barrier shall be entrenched and backfilled. A upslape from the barrier in accordance with manu- W 1T H 2-"k 2"X 3' KES trench shall be excavated the width of a bale and the facturer's re_rornmendations. length of the proposed barrier to a minimum depth of (e) When standard strength filter fabric is used, a wire SEDIMENTATION 4 inches. After the bales are staked and chinked, CO N TR 0 L AT RIP R A P OUTLET the excavated soil shall be backfilled against the mesh support fence shall he fastened securely to the R I P R A P barrier. tile do ll soil shall conform to the ground upslope side of the posts using heavy duty wire C A T C H BASINS C CHANNEL A N N E L level es the downhill side and shall be built up to staples at least 1 inch long, tie wires or hog rings. L A I N S 4 inches against the uphill side of the barrier. The wire shall extend into the trench a minimum of Idea11Y, bales should be placed to feet o away from 2 inches nd shall not extend more than 36 inches toe of slope. above the original ground surface.a $VVAL� (d) Each bale shall be securely anchored by at least two (f) The standard strength filter fabric shall be stapled. stakes or rebarS driven wired or p ed, ( en through the ba] tied to the wire C e. The first once and a inches of the It7 MP�X ! stake in each bale shall be driven toward the pre- fabric shall he extended into the trench. The fabric R STRAW viously laid bale to force the bales together, Stakes shall not extend mare than 36 Inches above the original or rebars 5ha11 be driven deep enough into the ground ground surface. Filter fabric shall not he stapled to to securely anchor the bales. existing treys. 1 F=AB Rl C I WIRE MESH (a) The gaps between bales shall he chinked (filled b (9) When extra strength filter fabric or burls and ^� wedging) Y Closer pose. P g g) with straw to prevent water from escaping spacing arc used, the wire mesh support -y f� ' I between the bales. fence may he eliminated. in such a case the 1FENC,NCa �`+' 't _ area immediately {loose straw scattered over Lire filter e y uphill from a straw bale barrier fabric is stapled, wired or tied directly to thetends to increase barrier efficiency). posts with all other provisions of item No. f apply- MAX. t tng_ +, G' 5��E {f) Inspection shall be frequent and repair or replare- PbSTS (h) The trench shall be backfilled and the soil compacted ment shall be made promptly as needed. VARIES pEQEN�tiuG QN I �f r vt over the filter fabric. II I HE.IGFiT OF SLOPE ANp � C(t r� � (g) pale barriers shall be removed when they have served J �TEEPN ESS OF RESULTING I„• (i) Filter barriers shall be removed when they have 1 their usefullness, but not before the upilope areas GRAf�E AT ��� d1r 5L QPE i�4 I served their useful purpose but not before the EXISTING GROU1�iD IhTTE4�5 ' cz , frrSnow Fence have been permanently stabilized. upslope area has been permanently stabilized. r �•,,i I J l Opp � EC.TION. � t+ (2) Chann e1Flow �licat Drip Line , i Z ) f ,intenance 21q 'EMIN1 + JII I (a} Bates Shall be Placed in a single row, lengthwise, (a) Filter barriers shall be inspected immediately after / ) J 4'tt+rr. Per perpendicular to the Contour with ends of cactirainfall and at least daily during prolonged \\� M 2, �,' �,�• {—--r; adjacent bales tightly abutting one another, rainfall. Any required repairs shall be made v , , 9 a bale barrier immediately . :-+- �C �` r J]1 of -A for sheet flow applications apply here, with the (b) Should the fabric decompose or become ineffective �a - -y !�• following addition. and the barrier- is still necessary, the fabric shall S } _ _"' Board Fence l e extended to such a length that y. „w Syr (c) The barrier shall b be replaced promptl 4 !�� �� P R t h Ll N w �`erw +�a W� Cord Fence the bottoms of the end bales are higher in elevation (c) Sediment deposits should be removed when they reach west sedthin iment laden f runoff 0will Flowleither throughale to rortover hat approximately one-half the height of the barrier. ( ( the barrier but not around it. (d) Any sediment deposits remaining in place after the Silt fence or• filter barrier is no longer required (3) Catch pasi,�, ,qo l;caEion f MIN shall be dressed to conform to the existing grade, a (a) Bales shall be plated in a square or rectangular prepared and seeded. ` �Q�G f PR07EGT IVE �EytC E ( shape around depressed catch basin inlets.C5 NOW PEN�� + l basins constructed on sloping areas shall no Latch Stone Barrier t be O BARD f=EN I �i/J ri �_ encircled by bales. The stone shall meet ASTF' C-33 size No. 2 or 3 0" or 2-1/2")- CE;ETC. �k ``( Itl I t i jl (b) The areas immediately around the catch basin may be excavated slightly to increase pondino of runoff water around catch basin. (1) Instally at rn R_ euuf,r cots I ;I j I {c) The remaining steps for install in {a) The stone shall be piled to a natural angle of repose O VER LAP S «F f l for sheet flow aeps For ins allinghereale barrier with a height Of at least 2 feet. „ I {,J L EnGits �• t>� '�`"lr"- �1 `! (4) Maintenanc e (b) The barrier shall be constructed so water cannot rI 1 (a) l"Pection shall be trade after each storm event and `= repair or replacement shall be made promptly as (2) Main` tenance awry- � + feeded. H A Y BALES �""4 t ^1 (,t) Inspection shall be frequent and repair or (b) Cleanout of accumulated sediment behind the bales is replacenent shall be made prompt as needed. S l LT FENCE TREE necessary if 1/2 of the original height of the bales PROTECTION O T E C T I O N Triangular Board Fence becomes Filled in with sediment. (!r} The barrier shall he removed when it has served its Correct Trunk Armoring usefuTness so a; not to block or ,Tm E b. Filter drdinage. Bede storm flow or O (1} Materials (a) S nEhetic Filter Fabric Synthetic Filter fabric shall be a Pervious sheet of propylene, nylon. Polyester or gthylene filaments and shall be certified by the manufacturer or supplier as Conforming to the following requirements: f'fr steal Pro eat Requirements Filtering Efficiency 75 ) � (min.) / Tensile Strength at 20% (max.) Extra Strength - ` Elongation 50 lbs./lin, in. ` Standard Strength - STRAW 0>R i t �• „• r, C r 30 lbs./tin. in. (min.) `� :'�' i,: ..�I �\"� d P Flow Rate A LTER I`ABFZIC F : 0.3 gal/sq.ft,/min (min.) (b) esthetic Filter Fabric Re uirements Burlap shall be 10 ounce per sq. yard fabric. Posts for filter fences shall be either 2 x 3 or 2 x -/ /e, S ` �� list L►�! 4 inch studs or 0.5 pounds (minimum) per linear foot \ fti! steel with a minimum length of 5 feet. Steel posts P RAP 0 shall have projections for fastening wire to them. RI / `\� 11 n.7 JUTE NET Stakes for filter fences shall be 1"x2" wood or TING I" +" equivalent metal with a minimum length of 3 feet. a FOR R • Wire fence reinforcement for silt fences using STONE FILTER INLET -� �� T R E N C H standard strength filter cloth shall be a minimum N E of 42 inches in height, a minimum of 14 gauge and shall 2, 5T0 have a maximum mesh spacing of 6 inches. oG' Some•silt fences do not require a wire backing. Consult manufacture`r's instructions £ r 4"1"11N. installation requirements. o proper 1=1 LT P_R PAB g„ MllV.Rls+`R PERFORPTF cMJ= CONSTRUCTION EXIT 1=.,_.E.V. _ ro" MiN. SMOO'1`I-1 PI PE MINIMUM 6: TOP W1pTM TYPICAL DETAILS WATER LEVEL DUR1h1C� STORM 1 EMERGENC,'/ SRIL..LWAY ELEV, _ EI-EV•_ SEDIMENTATION 3 A CONTROL & EROSION P s>=DIMEIJT sTOReE Z L N _ SHEET A F1 L]ER :a 3- C�ARSE CM IEMI:> S, MOB-,OR N SECTION Pl(aE 5 CONC. ETTING �� SASE � ,r � � y � oRKAyg MOUNTAINVIEW ESTATES ,z err—, -��,�� ,� • SEDIMENTATION BASIN SOUTH WiNDSOR 7 CONN. PROFILE TEMPORARY EARTH BERM o TEMPORARY STOCKPILE K . R • 0 o t REINO E. HYYPPA 8 ASSOCIATES CtVIL ENGINEERS 8 LAND SURVEYORS GLASTONBURY, CONN. SCALE 1`1.n rc__d. (PV) PERMANENT VEGETATIVE COVER PURPOSE Figure 6-3 - Seed Mixtures for Permanent Seedings I dL To permanently stabilize the soil, to reduce damages from sediment. Figure 6-1 - Temporary Seeding Rates and Dates and runoff and to enhance the environment, No. Seed Mixture Lbs/Ache L IIfSTA IR£MCftTS Sq. Ft.s' Figure 7-1 - 01•9anic Mulch Materials and Application Rates LLATIQN RE U OPTIMUM SEEDING OPTIMUM SEED a. Sft_e_preparation I. Kentucky Bluegrass pD SEEDING RATES {pounds) MULCHI S RATES SO SODDING Creeping red fescue 20 45 DATE DEPTH2 Per Acre Per 1000 tt 2/ NOTES Perennial ryegrass 5 .45 SPECIES er ere PURPOSE Grade as needed and feasible to permit cite use Of conventional 10 er equipment for seedbed preparation, seeding, mulch application Total cif (inches) Free from weeds and coarse matter. To stabilize the area to reduce erosion and sediment da PV Permanent Vegetation and anchoring and maintenance. Annual ryegrass 4p 3 0 Straw or 1; - 2 tons JO-90 lbs. Must be anchored. Spread wit!, TV Temporary Vegetation 2_ Creeping red fescue 20 3/1 - 6/15 0.5 May concentration of surface runoff or in areas where it I, importanttO - TallRedt f -45 8/1 - 10/1 mulch blower or by hand to establish quick vegetative cover. SO b. Seedbed ��aration Tall fescue or Smooch bromegrass 2 '05 Sodding 20 Perennial ryegrass 40 1.0 GC Ground Cover Total � 45 3/15 - 6/15 0.5 INSTALLATION RE UIREMENTS 1) as Apply limestone and f10 ertilizer according to soil tests such �3 8/1 - 10/1 Fibers 4 mm or longer. Do not use as those offered by the University of Connecticut Soil Test- Wood 1000-2000 ills, 25-50 lbs alone in winter or during hot, dry a. TP Tree Protection ing laboratory, Soil sample noilers are available from the 3. Creeping red fescue 20 Hinter rye 120 3.0 Fiber Site Preparation MU Temporary Mulching Bird's-foot trefoil with inoculant 1/ .45 4/15 - 6/IS 1.0 weather. Apply as slurry- local Cooperative Extension Service Office. If soil testing 8 .20 8/15 - 1Q/] is not feasible on smalfertilizer or variable site;, or where timing Tall fescue or Smooth bromegrass 20 (1) Install needed water control measures, PM Permanent Mulching is critical, fertilizer may be applied at the rate of 300 Total '49 •TW Oats 8S 2 0 DC Dust Control 3/1 - 6/15 Cut or shredded in 4-6 inch lengths. (2) Apply lime according to soil test or at the rate of 2 Eons lbs. per acre or 7.5 lbs. per l,QpO sq,ft, using 10-10-10 8/1 - 9/15 1.0 Corn 4-6 tons 185-275 lbs. Air-dried. Do not use in fine turf Or equivalent. In addition, 300 Tbs. of 38-O-D per acre or 4- Creeping red fescue or Tall fescue 2Q Stalks of ground limestone per acre test lbs. Redtop .45 Wheat 120 areas. Apply with mulch blower or per 1,Do0 sq.ft.). 50 equivalent of slow release nitrogen may he used for foodless- 2 .05 3.0 4/1 - 6/1S by hand. STopsoil Ing ediment Barrier Apply 9 Bird's-foot trefoil with inoculant �/ g 1.0 {3} Apply fertilizer according to soil test or a minimum of in s around limestone {equivalent to SD percent calcium 20 $/15 - 10/1 -�-' - 300 ills. 10-20-20 fertilizer {Soi lbs. per amin sq.f Si plus magnesium oxide) as follows; Total � �� _ SfIE Curtain Millet 20 0,5 if soil test is not available. Work in fertilizer and ) GW - Grass Waterway 5_ Reed canarygrass 6/1 - 7/1 1.0 Wood 4-6 tons Free of coarse matter. Air-dried, Time to a depth of q inches or more, Soil Texture Tons/Ac Lhs/],ODO_sQ,ft. 20 •45 5/15 - 8/15 IBS-275 lbs. Treat with 12 lbs. nitrogen per ton_ Redtop 5 Chips S8 Sediment Basin 5 Suddngrass 30 Do not use in fine turf areas_ (4) Loosen soil surface to a depth of one inc11 with a shallow DD Detention Basin ddy, clay loam 8 high organic Total 0.7 5/15 - 8/15 Apply with mulch blower, chip hand- tillage tool such as disc or rototiller and dampen soil soil 4 1,Q ter, or by hand. - Loamy loam, loam, Sill loam 135 6, Reed canarygrass 3S Dutkwheat 15 before laying sod, Sod shall not be laid on dry soil. CE Construction Entrance 3 135 Redtop 35 0.4 4/1 - 9/]5 1 0 RR Ronstr LO,i+ny sand, sand 2 iprap 90 5 ,1Q � � tab!i shment - Bird's-foot trefoil with inoculant 1/ 10 Weeping lovegrass 5 0,2 - Refer to county soil survey report for soil textures at the site. Z5 6/1 - 7/] Free of coarse matter, Air-dried, Total 10 0.25 ^ark Chips 50-70 cu. yds. 1-2 cu. yds. Do not use in fine turf areas. Apply ]/ May be planted throughout summer if soil moisture is adequate or can be Irrigated. shredded (t) Lay scrips of sod at right angles to direction of slope or 7. Smooth bromegrass Bark with mulch blower, chip handler, or flow of water starting at the lowest elevation, Wedge the 2) Work lime and fertilizer talc the soil a; near! as 15 .35 'ff Seed at twice the indicated depth for Toady soils, by hand• to depth bl 4 inches With a disc, sprinn EOolh harrow or Birdtsifootytrefoil with inoculant �/ 5 edges and ends of the sod strips together and tamp or roll, lO _'J/ The fall seeding dates may be extended 15 days in the coastal towns of New London, Middlesex, :Qurce: Virginia Erosion and Sedimlent Control Handbook 1980, Stagger other suitable eyuiptleni. The final harrowing or discinq 10 �� 99 joints. Make the top of the sod strips flush with until r should be an the general Contour- Continue ciliate 37 New Haven and Fairfield Counties, the Lop of the undisturbed ground. 7atal until a reasonably uniform, fine seedbed fs prepared, All 8. Life but clay se silt 13 (PLS) 2S Source: U,S, Department of Agriculture, Soil Conservation Service, Storrs, Connecticut, (1) Materials (2) Use wire staples, fine mesh wire or wood pins and binder y sails and coarse sand: should be roiled to Weeping lovegrass i firm the seedbed wherever feasible. twine on very steep slopes to hold sod in place until So- Little btuestem 2/ .07 Select mulch material based on Site conditions, availability cured by plant growth, 10 {PLS) 25 of materials, and labor and equipment. Figure 7-1 lists (J) Remove from the surface all Sinnes two inches or larger in Total '� �i'7 the must commonly used organic mulches. Other materials any dimension. Remove all other debris, Such as wire, cable, 9. Creeping red fescue ` (3) irrigate sodded area immlediatel may be used with the permission of the approving authority, unfdvorabTe dry weather or other conditions prevail, addi_ tree roots, pieces of concrete, clod;, lumps or other unsuitable Crown vetch or 10 .25 material. 35 clonal wdesirab will subsequently be required. It tray AS C O N C � Flat pea with moth bromegrass �/ •35 (IV) TEMPORARY VEGETATIVE COVER (2) Prior to mulchin0 also be desirable to irrigate area from which sod is to be 7a11 fescue or Smooth bromegrass (35 (.35} removed prior to lifting, (") inspect seedbed Just before sP.crlinn. if traffic has left the Redtop 15 .35 Su,l compacted, the area must he r•etielcd and firmed as above, 2 PURPOSE Complete the required grading and install needed sediment Total _41 D5 control measure;. MANAGEMENT ��^ 1�If� 'f DETENTION - [, SeedingDates �� To temporarily stabilize the soil and reduce damage from wind and/or 0UTL E f I N tQ EX1 5-FI NG DETE N T ION R A � (3} A,ilieation a. Lf+nr according to soil test every five years. �AStIV water erosion and sediment deposits until J 1 _ ]O. Creeping red fescue accomptfshed, P Permanent stabillzdtian is z W I N D t_!A�b Spring seedings usually give the best results. Spring seedings Redtop 20 .45 + b. Top-dress biennially or as nrrded witlk 10-10-TO fertilizer Or Y v f� G 5 2 Mulch material; shall be Sprtd uniformly, by hand cr machin,•. o me seed mixes with legumes is recommended; however, late Crown vetch or 05 P.quivalent at the rate of 300 Its, summer seeded s 15 35 1NSTALLATIOtt RE t1lREMF.iITS per acre {7.5 its. per 7,000 vetch is seeded ini late osummermbat least 35 percentwa�fttheoseed Flat pea with inoculant I/ 30 Wiles, spreading :Lrdw or hay inulr.h by hand, divide the .,red sq.ft.). Total (37) - } a. Sitaration Co be mulched 1n[n dpirrpximdtely ],OOu should be Bard seed (unscarifi ed square fOOL secli,ur, c. Mow unr.e or twice d r dates'are: ) Tt+e recommended seeding ,uui 04CP 70-90 puun;•. (!-1/2 to 7 ba1P•,) of Straw or ha,. y a to rrd"Ce undesirable growth, ]l. Bird's-foot trefoil with inpC/uTant 1/ (1) Grade as needed and feasible to penult the use of in each ,e[Eign LO Prr,ure unifunn di•,tr,hution• Crown vetch with inoculant - 15 20 equilxrient for seedbed April l through dune 1 Creeping red fescue or Tall fescue or .35 preparation, seeding, mulch August 15 through September t 20 45 dPPlication and mulch anchoring,Smooth bromegrass Total -43 (4) Organic Mulch Arichnrir,g With the exception of crown vetch, Lhe final seeding date may I. (2) Install needed erosion control measures such as be extendedHa 15 days in the coastal towns of New London, Middle- 12, Swittll bromegrass f5 diversions, grade stabilization t Straw or hay mulch trust be anch<rPd invnedialely after sex, New Haven and Fairfield counties. Switehgrass 35 ment basins and grassed waterway; ructures. seat- spreading to plc>rr•nt windblowin0- other oa(el c mulches (DC) Oust CONTROL ]5 (PLS) 2/ _10 do not require anchoring. The lnllnwinr; me U,ods of Perennial ryegrass ]0 d. St. •edinQ Crown vetch with inoculant 1/ 1S b• Seedbed Pre oration anchoring Straw pr, hay r,ay be p5rd• PURPosf Total � -lam Apply limestone and fertilizer according to soil test {a} Mulch anChorin tool TO prevent blmvinq and nuivell of Of dust front exposed sail surface l) Select a mixture from Figures 6-2. Or 6-3 or use mixture _ s' 13, Crown vetch or recommendations such as those offered u and reduce the presence- of dust which nay cause off-site damage, recommended by the Soil Conservation Service. Inoculate 10 .25 Y Che University Flat pea with inoculant �/ Of Connecticut Sail Testis This is a traitor-drawn implPr.,+rt designed to puncit safely hazard, 9 , be All legume seed with the correct type and amount of inocu- (10} ( 75J g Laboratory, She sample a health hazard to hurm�ns, wildlife and planllife or reduce traffic !ant, Perennial r 5 (PIS) 2/ 10 mailers are available from Lhe loco! r mulch into the soil surface, Ibis Perennial ryegrass Sion Servile Office. ooperative Exien_ method provides 5 ce. If Soils testinn i maximtrm cro;inn Control with straw. (It is limited to 1NSTALIAT10t7 Rf. UiREMERT; IO on small pr variable sites, s not feasible usP On ;lopes no steeper titan 3 Lp 1 3 2 Apply seed uniformly by hand, cyclone seeder, drill, culti- Tatae �� '- � or where timing is critical, ( horizontally -- ------ packer type seeder or hydroseeder (slurry including seed fertilizer may be applied at the race of 3QD lbs. to 1 vr•rticall acre or 7, Per. Y), where equipment can operate safely• in fertilizer) eed Normal seeding depth is from eft to of t4, Crown vetch or 5 lbs. per 1,(0q Machinery shall be operatcri an the contour, a• llray-On Adhesives 15 •35 lent. APPls' lime ;q.ft. Of 1s-10-1D or equiva- inch. liydroseedings which are mulched may be left on soil Flat pea with inoculant 1/ (30) stone tequivalent to 50 percent surface. Perennial ryegrass (.75) Pius magnesium oxide) as follows: calcium (b) Trao inq Aninaic or cationic asphalt,e+twt'•iOn, latex emulsion and resin ]0 25 in water are acceptable For application rates and dilutions Total :�(} Soil 7exI11e Apply mulch and drive ti-eclfd equipment up and down °h specific titles, refer Lo manufacturer's (3) Wher•e feasible, excepE where either a cul[ipacl:er type lr'ns' guidelines, seeder or hydroseeder is used, the seedbed Should be firmed 15, Switehgrass 2/ A� Lbs/1OQs L C• Slope over entire surface sp cledT ,.arks are parailr;i following seeding Operations with a roller or light drag. Bluestein (Big or Little) 5 {PLS) Z/ 10 Clay, clay loam 9 high organic soil 3 to contour, b• NaEer Seeding operations should be of, the contour. Perennial ryegrass 5 (PLS) 1Q Sandy loam, loam, silt loam - 135 1/ 5 .10 Loamy sand, sand E 50 {c} Li uid mulch binders Ills exposed Soil; surface should he moistened Periodically with Bird's-foot trefoil with inoculant 5 10 $ _� ^- (4) Frost crack Seeding can be used, frost crack seeding mustRe "'--- adequate water So to control dust, be done in late winter or early Spring, Suitable weather Total ('�} 0 fer to county soil solve re Application of liquid mulch binders and taci.iiiers Y port far soil textures at file site. L Ca ICIUm`Of,lOrTd/t conditions are freezing nights and thawing i 16. Tait fescue 20 C. Seedier should be heaviest at edges of areas and at crests of Or no snow cover, hoding rates must be increased 10percent Flat pea with inoculant �/ 4v ridges and banks to prevent Of dreas and blowitiq the 30 75 Sha1T be either iODSO dry granules or flakes fine enough to when using this method, Total _0 remainder of [tic, area should have binder applied feed through a spreader at a rate that will keep surface t i b {1) Select Seed from retOnrmendations in Figure 6-1, uniformly, Flinders may he applied after mulch is moist �/ but not cause pollution or plant damage. To reduce potential 5) Hydraulic application {hydrosecdiO 17. Derr Longue with inoculant 10 (PLS) ?/ ,25 spread Or may be sprayed in:n the mulch a; it is far environmental degradation, P al , for use on critical areas. When hydroseeding,tabseedbedois Bird's-foot trefoil with inoculant �/ (2) where the soil has been compacted b being blown onto the soil. :gipiying straw and binder use Only when other methods r Prepared in flee conventional way or by hand raking to loosen 8 •2D lOOsen soil to a depth of 2 inches before applying yin operations, not practical. are Perennial ryegrass 3 07 a aPPlYing fertilizer together is the moat effpc.tive method. and inchesmoots the soil and to remove surface stones larger than lime and seed. six inches in diameter. Slopes must be no steeper than 2 to Total d. Stone {3) Apply seed uniformly by hand, cyclone seeder, The following types of bind,:,; may he used: 2 feel horizontally to 1 foot vertical! lE. Deer tongue with inoculant 1/ 10 (PLS) 2/ 25 drill,cultj_ Cover surface with crushed stone or Coarse gravel-tflfzer may be applied simultaneously withyClie seed,anTheer Crown vetch with inoculant �/ packer type seeder or hydroseeder (slurry including seed Je;jihal[ g el_ In areas 15 .3i and fertilizer), Hydroseedings, which include mulch, may adjacent to waterways, Us(, chemically stable aggregate, use o iber mulch on critical areas is not recommended Perennial ryegrass ? be left On soil surface. Seeding rates must be increased (unless it is used to hold straw or ha .07 Apply in accordance with CT DOT Standard Y). Fiber mulch does local 2 :67 TO Percent when hydroseedin7, isnot provide adequate seedbed protection. Better protection Specification I•orm 813. is gained by using straw mulch and holding it with adhesive ' SHADY $17ES J. Mu!chin_[ glues or 500 lbs. per acre of wood fiber mulch, Seedin° SvmtFiciit binders rates must be increased 10 percent wile,, hydroseeding, 19. Creeping red fescue (5I) SILT CURTAlIt Canada bluegrass 40 90 Sec guidelines in the Temporary ?uichiaq rneasur•e (Fig, 7-1), Chemical binders such as Pctrose[, lerraiack, (6} Apply mulch according to the TO Mulching measure 20 45 Hydro Mulchalbs and Asuch a s may be used ra I!URPUSE (Fig. 7-1), Total �} � recon_nended by the manufacturer to anchor mulch. 20. Creeping red fescue (GL) Vir1f.S AND GROl1tIO COVER They arc useful in residential areas where 7o con la in the sediment producP.d n 60 1,35 aSPhatt ma be a bank Of a St•ednl ur lake and allow yfop, is realova 1peraeiuns on the 1. Creeping red fescue PURPOSE Y prober-r,;. Tall fescue 40 90(7) If seeding (d) Mulch nettin0s INSTALLAT10tt RE U[RfMEttTS cannot lie done within El1u s> 45 To aid in stabilizing soft in areas where vegetation other than the Temporal M Eed1lg dates, use Total i0 -Tar turf is preferred. The curtain shall y Mulching measure to firotect the site install In acCOrddnCe with manufacturer's be anchored LO the bottom delay seeding until the next re and 22. Creeping red fescue elect:ngndatiprr„ beneath Lhc curtain, so sediment cam,ot go carmnended seeding period. It shall extend above normal water level. it Flat pea with inoculant 1/ 15 can be supported by either stakes or floats, Of adequate sErength. MAIILT.tIANCE 30 �S Total � T6 (el Pr and twine MA1ttT[rthfTCl: a. time according to a sail test or at a minimum of every five 23. Tail fescue ' q- years using a rate of two tons 150 3.60 Drive 4- Co 6-inch wooden pegs to within 3 Inches of Accumulated sediment must be removed ,q.ft.}, per acre {fU0 lbs. per l,ODQ DUNES the soil surface every 3 feet in all directions, be inspected Often and after• each stOr*mriond�adamklgeThe curtain i must Ground Covers and Vine, for Erosion controi Stakes may be driven before or after straw is spread, atP.ey repair,-d. edi- b. Where grasses biennially, fertilize according to a soil test Culms/1,000 Secure mulch by stretching twine between pegs in a Or broadcast biennially, S lbs. Culms/Acre DRAINAGE TOLERANCE criss-cross-witftin-a-square pattern, Turn twine 2 or acre (7,5 lbs. of 10-TU-10 or equivalent per 24. American beachgrass S Square Feet Hoderaceiy so-ewnac' more times around each peg, per 1,OOQ sq,ft.) 58,500 CC'^'D;+run£ Leer 1,345 welt- tell- Poorly Poorly Shear pH {eotanlcel l+arcl Tvoe 1/ Droua nt Drelned Orefned IN-- Drelned Tolerance Rene Feoners ChermiCdl Mulches [. Where legumes predo,rrinate, 'fertilize according to a sail test (S11) SE OfhtE;T BASIN le broadcast every three q I/ Use proper inoculant for legume seeds, use four times recommended rate when CEARDERRr E x Characteristics stl es years 30U Ihs. of 0-2U-?.0 Or a uiva- hydroseeding• x --�, lent per acre 1,5 tArccostaphylos Goad ass- 2/ Trailing shrub, Lon-rereriicy ,ands Chemical mulches ma be used alone in the following fLIRPOSE ( ills. per I,000 Sri.ft.), e o Y g situations: 2/ (PLS) Pure Live Seed = x Germination % Puri ova urs+1 arena, dunes. Set plants to in- apart for cover In 2-A year,. From May 1 to June 15 and September 15 to October 15. provided ro preserve the 9UGtfaEfo r that they are used an areas with Slopes no stee Cr than 4 to 1 Capacity of reservoirs, ditches, canals, diversions, 00 % Lbs- of IDOL PLS Seed Re osi- uired y x storm Sewers, waterways and streams; ercent l of o = Actual tbs, of commercial 1"luse �etran,l Exel- 6.0- glue, small, ton-gronlnq herbaceous {4 horizontally to I vertitali tion on bottOmlands and developed areas;iripvtrapusedimentlorigiin,itin mmercla Seed Loi being use Seed to be used 7.s white If lilt erosion occurs, another)n;uicthtmateriatlshallOubeeapplfed Plants, In bronze or green• Set from critically eroding areas and construction sites; and to reduce q or red plants 1 ft. apart for corer In immediately. or Ahate pollution by providing hasins for deposition and storage Or Pike, 1 year, sift, sand, gravel and stone. RECOMMENDED VARIETIES CRC'uYltICH ti z x ROTE: Chemical mulches may be used to bind other mulches or t Co rce+t le va rle) Fell k,0- Pf n4 Slow growing, 1-2 f[, h1q^, prefers with wood fiber in a hydroseeded slurry at any time, I_tSTAtIA TIUN RE UIRL MEN TS 7,5 sun, 2-3 years to torn a cover. Manufacturer's recommendations for application of chemical �- Creepinq red fescue {Pennlawn, Wintergreen), Tall fescue (Kentucky 31). partite E x x mulches shall be followed. Sec ;details. Figure 6-2 - Permanent seedings x r x IHcrerocallis Fair 6,0- Orange, Crass-like foliage. Unusually Smooth bromegrass (Saratoga, Lincoln), Bird's-foot trefoil (Empire), fu+ve 8.0 snowy adaptable and frog or Cats Matt end KIND Of AREA n9 Mowing NO[ disease. Desired Re uired Switehgrass (Blackwell), Little bluesiem {glaze, Aldous, Camper), =user iLl.[9 Install in accordance with manufacturer's recommendations BORROW AREAS, ROADSIDES, DIKES, LEVEES, " x poor 6,O- 2/ POND BANKS AND OTHER SLOPES AND BANKS " laeacr. �ar.o"r.f Si Ivory foliage, 1-2 it. tali. Big bluestem (Kaw) Crown vetch (Chemung, Penngift), American beachgrass (Cape), tArtrtlsla 2.5 Spreads by underground stets, A} Well or excessively drained soils'* s;rlTa,IAnal Stabill;Inq grovndcover on eaastet +%,1:;7EftANEE 1,2,3,4,5 5,6,7,8,9,10, Perennial r gone,. Set plenia 2 tt, aoart for or 8 1],I2,]G or 22 ryegrass {rloriea, Manhattan}, Flat pea {f_athco), Deer tongue {Tioga)_ cover ,, 2 years. Allrat mulches must check inspected periodically, B Somewhat poorly drained soils** Er+citsi, +vr rainstorms, [o check for rill erosion. Where inePdrticufsrobserved, 2 5or6 f r i x os C) Variable draina a soils** Source: U.S. Department Of Agriculture, Soil Conservation Service, Starr; -� ^re ril l coca 6,0- z/ Low nefntenaneq vine for large additional mulch should be applied. Net should be inspected after 2 5.6, or lI Connecticut. 8.0 areas. will climb on trees, wall, rainStOrmS for dislocation or failure. If washouts or breakage DRAINAGE DITCH AND CHANNEL BANKS occur, re-install net r.s necessary after repairingdam etc.if sec plants or rooted n+ttrnq, slope. Inspections should Lai:e plate until classs are ti,t-poli the A Well or excessively drained soils** 1 ft. apart roe rover In 2 I,2,3, or 4 4,10,11 or 12 yea*3' established. Grasses shall not be considered established until a D} Somewhat poorly drained soils•" set'mr.f f x z " ^ gro"in;, r;;•ac.:v- co.•, which is mature g control soil C) Variable draina a sails** 2 ar,ys^npr�t E.c.t, L.5.5. c^at, Lq for erosionground tandrtossurviveeievere weather conditions. Where mulch is 5,5 wnl[e border, anc as Fe"^ sw s:+:u:e un ae• used in t DIVERSIONS "•`''sl splYe, tree, end otter conjunction with ornamental plantings, inspect periodically *ed> oleos. se; throughout the year Lp ras needed. i, mulch is mafntafnin0 coverage of STANDARD NOTES A) Weil or excessively drained soils** Plants t ft. eP"t roe cover ;n the soil surface; re to determine as needed. 2,3, or 4 9,IO or 11 1-z Year,. B) Somewhat poorly drained soils*' U Ls-Or-For• E x ; 2 t[tf, z " fact. o.S- ere Low me+n[en an ce cover far pa rttel C Variable draina a soils** icnnvalleri'` 6,O grant, or roll stool, sec atones 1 r„ 2 SEDIMENTATION GRAVE DISPOSAL bite apart far cover in 2-1 rears. CONTROL GRAVEL PITS 5 or 6 bells Figure 7-3 - Mulch Anchoring Guide EROSION 4,8,10,I3,14, PLAN short Iichortng ethod GULIlED AND ERODED AREAS ,, Or 11 status or Material Kind of Mulch to be Anchored 3,4,5,8,10,l1 l tr fume T x x How to Apply or 12 It irrnp^ x x _ „anpa SHEET B MINESPOiL 8 WASTE, AND OTHER SPOIL BANKS - eeod e.5- �nt:e Class-ilkr law-nerntenanre ' s,o or LPv r E, Pe and twine. Hay or straw, corn stalks. After mulching, divide area into blocks approxi- (if toxic substances 8 h drougnty, Infertile ,,,. s,r-gall 9 not Timitin ) physical properties purple by undergrovnd scr ,, xva:laate ;^ mately 1 sq. yd, in size. Drive 4-6 e 15,16,17 ot- 18 sp+:e, variegated rPr�, set p,"" , pegs per SHORELINES (Fluctuatin water levels) 6•12 rn, apart roe black to within 2 to 3 inches Drive sail surface. 5-°r 6 rCRr^Ir•�tr Ivinc,l E Cove* `" 2 y°^ s• Secure mulch to soil surface by stretching twine SECTION 5 SKI SLOPES - x " between pegs in a criss-cross pattern on each 4 Or 10 v+^ca M mnrl E•cl, 6.0- S^all town ,v bs;!ic:e fpr , rt; a•na:. SOD WATERWAYS AND SPILLWAYS 7.5 y block. Secure twine around each peg with two 1,2,3,q,6 give spreads b st'lan,; nn; ,t�,,r,,;ve or more turns. Drive pegs flush with soli where 1,2,3,4,6,7 o rr, G•o In full sun as ^oil rs sled•. 7 or 8 or 8 set Plant, I r;, apart re- - . ;r mowing and maintenance is planned. GENERAL RECREATION $ENDINGS 'u ch netting Hay or straw, corn sta ks, tape 1 t-wet htpaper, PICNIC AND PLAYGROUNDS OR DRIVING AND t 2 years' wood shavings 9 9 Jute, wood iber, or M 0 U N T A N ARCHERY RANGES, NATURE TRAILS (Not shaded) 1,2 or 23 a-tt"ern F y plastic settings to soil surface according to E i ESTATES O:e.EAstrR ` ra+r 6,o to Pr r large A,e snube +neor-r; cover ro, manufacturer's recOlzmendatIons. CAMPING AND PARKING, NATURE TRAILS (Shaded) IC^r^-^^rs7rrl >•0 ^�+ce large areas. set oral;, J. 01 r.nd Storms as tic I9,20,21 or 23 =• agar: Ow a slag a •orlon along etlge o, area to be SANG DUNES (B]owin sand} RCIrfIrrl''1 a-ers roe cover [^ ; era-, covered with plastic, faid about 6 inches of the WOODLAND ACCESS ROADS, SKID TRAILS AND 24 VtRL1111A CNEEPFR O ; plastic into the furrow and plow furrow slice x back over the plastic. Use stones to hold SOUTH W [ N D S 0 R C O N N. G YARDING AREAS tHyperteun, Falr 5.0- Ground cover for dunes end other 9,ID,16 or 22 c"lyci"QmT 7•5 dry area,; will ctlnb trees, -�'T-`„ Plastic down in other places as needed. LAWNS AND HIGH MAINTENANCE AREAS !lay or straw ut mu C into sot surface with a square-edged 1,19,20, Or ZI Attractive crimson foliage in fall. Berries eaten by songbirds. set Corn stalks spade. Make cuts in contour rows spaced 18 inches "The numbers following in these columns refer [o seed mixtures in Figure 6-3. plants le" apart for cover In "See County soil survey for drainage Class, Soil surveys are available from apart. the County Suit and Water Conservation District Office. 1-2 years, d. etnanicdE Ito tes Source: U.S. Department of Agriculture, t/ E - Evergreen or gene-evergreen 1• Asphalt spray Woad chips, wood shavings, Apply with suitable spray equipment using the 9 c, Soil Conservation Services Storrs, hay or straw, Or Corn stalks. following rates: asphalt emulsion 0,s4 U.S. D pert' o -Deciduous 2/ where no comment Is ode, flowers are inconspicuous. per Square rC gallons P q yard; liquid asphalt (rapid, medium, Or Slow Setting) 0.10 gallons per square yard. ;n°rce. U.S. Oepartr.ent of Agriculture, Soil Canso Conservation u Ch ++nt Bring lay or straw, Corn sta ks a ti an service, scares, Connecticut. Tool or disc Pp Y mu ch and pu a mu ch an anchoring too over (smooth or mulch. When a disc (smooth) is used, set in the notched) straight position and pull across the slope with suitable Power equipment. Mulch material should be "tucked" into the soil surface about REINO E. HYYPPA 8 ASSOCIATES 3 inches. U.S. DeP,trtment of Ag riculture, $oil Conservation Service, Storrs, Connecticut. CIVIL ENGINEERS & L AND SURVEYORS Source: GLASTONBURY, CONN. ' SCALE ,r DATE 4 I6-86 MAP NO. i80-83-IP It Is" Z,j It lilt . .; ! I I :1;, !:if 1 i :I ;it C it > 0 it J Its! if, Pi; -M T_ 0 S; ..... ..... 7 r > I Wi 77 if! I !; . . ! . .. !it; v I: ;Ji p ;I LT rr t j 7.7 "77 ;T' 7, j7 I! * 4'' its 7 P its T. ji 77 T tit; r 4 it 1; v is CID p LLL im I: it t, I:: I; e. lit it 7: M! 7, p, jilt A! + lit it lit i ; I ; ��l 11 1 . :. !I r I : I, :, 0. J., T I f !;I r�.; j: I .r-"r- is , . . ; . 1i IT U Is i H !I .. , 44i F L lel I.:. 171- :lit J:! 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TF Al f4, LLL LL ,tT U, j;i rt L fl171 tf sT tt'3 rr 7itf . ;;I , .7 ol: V ;o F ll'TT s77 tW f 7.Z > '4 sVt L n _11� tC/)' z v f All 30 ONO/ > 0 M m ft44. tT1_ tfI P+ F .4 + -7 tt4? 2V 7.;,T NoT; /7 T/ f7 r,—q it77 jjjj ill 1* .;j ; ov -q ;o fIt I T. - '6F 7 L:rT op tF 7h ts17 C)l�jit"JTA Ifrr Ib r r�7 ttI4d C) TL ;I i7-L Ile 4)� M) �CIT T�l \J/- li -IT"T�� fILL 7 t t4+L li44� 41 IttT M 0T 71! it I 7 ftfTi tfrIs3-11 ti; F17 ttlilt'ill 011 J`7T TrIl-1 7.. f7 7 5. 7. _77 I' ti t '. 3 7 I _T 7, J Ll -7r- 4:1 JA a ;!1 1. 1 - 1: w F % 7 4,j Tx LL ' cl .7! 7 5; '—TI p LL I if 4t i. A r .�j T7- 4- A p It N c) 7, C3 L"iVj_'�—��3 3 A N I N n 0 ij :L t NO < 7 it; 7 . _J ji V-11 i, . �J77. ...... :it 77 7!- -L-4 64 q_J t :to 117; T J 71 1-147 -.4- 7"�`V�7 T P J lit r-H tij I 0 xO 0 LO '71 Qj ZY Q1 .-J Q-_ rr 7 7 7 It 6k �Ij t 4- it _7 CI di,j 1 ITT C\j 7-7 T, Ul U\ N Q!, L T > t;- ...... T7 I ; "' ,1.- 11-1 771 C,j jL (0 ID ._Q 0.5�irA Nit- C� j 0 .4...... C) 0 0 ff) Ca LL_j — . I .; . . LL C) 4 ib 0 ri -Z j in r L -7 P., co 6 a yj lot 7.- J311 'T_ it ej 77 u A @ 01= O'?,600—ANI 117 I -7r'r7. 'T; AA I i F7. Ot. I J J=4_11_j. Imi 41- d'i v 7 J- A- 17. `!7 j* I 1j. T. 71" A: .r :-4. I L ------------ T, 7- 7 i j J. 14 it it -7 IT— :_.'r -7 .�J "1 41 Ia;t tit Aj 7 4 7_77 fa Ic 41 .7 71 d) ol, lv;na 1: ;A� -7" It to ln tO fD cq :f- LL -0 aL 1 Z71 -_—T- 7 0 a �- T 7-- +-71 TT 7 N 40 1,74 y: r4 7. is Tj A m, 7� 7. 3-c: Attu A _7 17" 00 L -7-t 7 7, 7 In .... . ....... +i7 j: ii: J�dil_ T", T, t M. �t. .1 IT T PRO" T 2 M. -M I 'j.1 i 7r.511 4— fill it 7- T I T.- . - --- � 11+ 77 -ji 1-i 7 f.L 71T 177. T j 4 Is T= W j. F if 7T7 ��i 4 , , ,i ; 4, _LL 1:I. -,; I,; . — UP v ki XT P: IL —7T-- tt If I 1XI I r �j. IF if w T j.F L IF, is 77 77- 17 c f_ 7 7— �7l7 i-!— _T 7� 1 F: 7771 7. 1 di :771 7 v 7 jj!� 7 -7w:� 4-4 77- & t 6ij LN CD l '71 H _7 4 W' �77 4:1 j;: rN i Nzi N 4 LLJ 7 CL. 0 T L-3 a 77 7-17741-—7- Z n _77T -71 2 :E < 7. ;"7 _ r7— U., _77 7:� j; d y C w 7: _L _Y F3 F_ F 7, if _4 �17 _7_ r.1. is 7777 rr. rij 1771 2 n j T T." If lie of 7�-- LL j _4 T 444— p. (too) 7 T IV h� 77 7�+ F1 7.1 7"T . 4__ 77 �li� Fir �77 74 7: 7 Fig !:Fj 7 T77 .7f -f.:- P9 -7- T r) t rf)ro :t,7_j -7 14 L 71 fL 17 s-7- ills, 77� s (10 +1 7 77, t �:77 j 7 n T 7 ILI -7 T 7 s7r s7 fno L) 0 LL -1 J L Lj LL it'! IT LL fL IT 21 f7r 7* it's 119 sr77i 7M 71 7 + 4. 11d 77-1-7r+P, 7+ .co + IN Ip LL LLJ C$I: -7 7 77 f-777- 4 -T s+ 7 4ji <rl: .Ir- 7,:: 71,' 74 s7H 7.1 j 4 0 Colo 7 r— L 0 T ro 7 7-7!7 s17LO so sw 71 fir t�. it+ 7 t7--ILI .14 .7 U) LO(1) N;;;�0 rr) -.7-TTT, T ILL -777 p U LIL ILL F -7..7' 4' Lid 7: t77 + s-7, LU LL C 0 rc -7 in 0 4 fn Q) < LL In(Y) LU 0 z 7 7' L T F L L'ie 0 7 z-n 7i c -.7177�j C) ff I r 4 sfIjl� fff .4 711, 71. r 7 -7t 771, rl:/F !141LN�_LD P� :�e_".F hi:rJKS F 13R:A,,J ti ELEANOR R BRUNO 5 E, F,,NCIR P GOLE ME3A G OL E rvi BA OPEN SPACE B - J N V N "FE L'�_1"1 C'_f 0 8 N,�I SR4E L INC i i_�Nc-r-h Op toy lc�) 0 vv �-4 DS' 0 R C;oj v :T Jf _a- - , A 6v w.1 -7--,E�E -�rrNfftFi -5; 7e� a!�_ 3. A AIAL,J< =r7O/jA -l-,S t57-,E�a-r 1-0 -�.r= -r ,- f=_Nz _r;�)O ��7 Iii-l-t A 60 r2_=cj i -r 1 00 7 6) 4 Qj % .......... OPEN SPACE C T.- .� o LL/ OPEN'. SPACE c -tF-= ON,_-vT� Or-- Lev-r��, //6 41 10,tiP I-OT 14- IN 14- (D . ............. . Ta 60,-0 wi wrrl-f A7 7--U CL)f.--:,E -T 2-z;7" OPEN SPACE B 9) L I_rH E Gum - �= _�Fl -1d L�_1�_: t-r_-r_� F:5k�-,- /-N N ?,j 1-J; C-A4-r -�o N 4�771- 51 N F�:IaN6,C-A LZ r-i�;, P&e_ OF_, OT-s, Detention 4/ . .. A TH 6ie, J! ?=7 41 42, /�N P t--'p 14 C\ 4. r-r_Ffv'I!:H 6rf:-' L�0.)-7�?=_ 7L_,A,�4-7ft-4C- OF N A N Sl S K Ar,[=A ej Toj�,< V. y 4. 4d (D U3 0) . , ��, �. !' � _ ` � 1. 3'Z t3- Tr Oi� &-0' Detention ntion 2 \< OPEN SPACE A... - - _ _ - -:' I. A -1--a c;!= is 4, virl-ii-? N/F 0 ,_ - . �� \ OPEN SPA4/'fA NE W&j W, //-r7 77t- ARKEF? ON -7-FE A 57�.i5F_7- I-Z) A F��IH NO. z , _rlr -,:;:p F_ cpp= 3, !sH i5,-lAu, A 0 rc;,5 t�:P- NO. A AT riCt-1 ALQM& W 5t4 _ 4 q WIT74 A Wf-rH -7)01- �31 FF_:�f_= N/F betention, 1 CUSHMAN -520 F J, n_=r P,-.TENT-E ON TA + c MOUNTA I N V I EW 't T AT E S * , H OT F= T H P L Alf,,l 1E TO L lj!E C!1� C)PF-q OPEN SPACE LANDSCAPING PLAN., LL)T Lgs�10 0T-Z�, REINO E. HYYPPA & ASSOCIATES CN LAND PLANNERS CIVIL ENGINEERS Ek LAND SURVEYORS�, LANDSCAPE ARCHITECTS GLAS T ONBURY, CONN. L ,0�R 571 HOPM&ADOW STREET SIMSBURY,CT 06070 SCALE DATE 4-j( MAP NO. 203-1558-1468 SHE-F-T IS OF 155HEF-T5