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88-02 Plan Dyco Site Plan
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I-..-,.I"....,,_-..t..Z�..,�'ii 59 t�..... �II,'�1�i�.,:..-:.:r,�.....-_�..._�,�I I.-� .-.-.*.....:.-',:.,.:.�-1-1 .��::: / N11= W►r..,C:JA1 M � Ml�ky wA7 WC Q5 ,9 Y V/� Z - - - .--._ PAWING Sf2SLdlILE j cw wauww.nnva.cons,rwoi°a ro•u owe. r f i- - - N 66•4Z-/6 FtJ rya •'�y\4�� 17 6 2. .ZU4-.53', L P, 7a 86 5017 P,r its as ,.. W , I-' 99. Q Z 1 I- 1 39 1 U I L:I r �R To c5E Stet' `. 8usit;sas Ofiice'-.i space / 125 S.`Fi _ 1 .1 0 ' xarcb S. Y. X _. _ f, lff° 11306 1 s ace 13 spaces w _.1 I .' ,, 125 S.F. . �� I..i..-.I...�1.-,�.I...Zn...�'I.:'.I:.,.-.-...��...,.;I.l. ayce u,anartea, sae. Iaduserial and sdnuEecturiag - 1 space j 2 employees f ..�-.1.II...-;II*I�3-I-w. ,. .I-... ....I,_.....I. 'I . .-�i-. •. 0. Doe ff Q / -- ' am.th rLad►er, Cr 04014 - ,1 1/, 73X 4- 73X 7 - - - 12,.em¢Ioyeea x lrapace - 6 spaces - atta. ar. David Dyke 2 employees /$ _ n. Appl. IIIII-Dyto site'Ftan -- ' 1 73 X S . 1 Basdicap apace per 25 parking epacas �_� I\ over xr. qta 22 apacea x 1 handicap . - 1 handicap space O 14- ,�3 1 4 . least be advised that the 12=04 Dad losing Cosatssloa voted on - 25 spaces - - `/� 1. xarchA, 1911 to approve tba°r osad application for a sits flan of _ - ,. W Aq 'T�f r 0evalopaeat for property loea rt 12f south sauiliw low La � T, • accordance with Oravlags dt, 2, and 3 paparr4%lalabar¢a,ausea, - Total apacea required 19 parking-!+pease' - t.;F - revised 12-2f-f7. !ml.,ao. aL-geO->i, a=W rltb the loilor14". - - - - ' , 7 3 X ► J�illca RIYnv britd[ag envesape ae let. - - /SS - n .:..-- _ J' - F / `: L oT # �Q V AC r - �. aiddr.sa r.lacacioa of ptopaae.tads. ParliiutZ Provided .. . _ . _. Zg X Il• location re Its in i eattttoo Planap m Det silent 4giprrea ksng P } SITE E 1 I 4g i, ' ' 734 ! l.q oapartaaat• r°v.l. 21:'.Par s seas (9z20} 7 ,� ' / -- .Il l i.: - saturate oL1 r Lle tq °1wN ttw eutti J . -�_ a 43LJir �./IC/E -t % tockpile be s - `' iI tp�k� pre a0 - 1 Nandieap space (15x20} © /,? _ .�,.���/� `C leuclan of a to ablsot to lLeld approval tzts � r.. -_ r�"�• s/t..c•+'rr�Q� � W Planning Dayaruent. _ . . . .-.. r ! 2 Outside storage spaces fs# /0 30-6 i I 1S. stockade fence sections net be eaod, in a manner designed _ - - -� - a T ------- - a�'orttt w a dLtloaan 'ti':" _ .___._•_.- _.. l sad -_._- ' nda Arehl t til !e t th tee , vlaib ty° tht EROSION 8� SEDIMENT CONTROL PLAN KEY - 1i°` the brilding asb.�w Li.ld �F i verif cation approval Lice tie Piatttt�g-Daparuaot. I '- 5 '1{;,•.: /tw-1 { • �t�/ , tv ,� �,r ." e. p ac c of aeY sit cork, r meeting aunt be .. _ E -i 3i 1 7 i ? xd with rove iuLt. 5616'r (j([3G • /• VE ETATION COVER i - __ I . �_ t r PERMANENT G ! ---- - '' so 1> LP. ,«ttiei�n ewe o=1 the final piss. I ��' 1 ��- - - I 7• 71 X Z_ f. Tug aFpcw al is nab eat:o tda oaadiuoa.°!a ravel oL_ - ,�,„,�._--- -•� f ' . - I TV TEMPORARY VEGETATION COVER '"' '..' PV intaM wetla,tday"�,•�.tion ,`a• ,• �� o �� ` . - l - (LEI I>! .. .s'/:.CJ�i .(,r�_. _ .- _ \\ / f. 'An as-built plan will be rsgetred prior to issuance o!a - ._ - l�-3 /•¢'¢ _.:_...'•' - ' -- ` RR RIPRAP • '" _ - - - - - - hl 1 .c�ly s l3Xypaney �.u.ia aL ue= g -- _ i 3.5 ce.yniatt Dane of °"'° Q4!"f� 1 f t) 7W '(LOG t' /�2 A+ry - - r •,! - _ \-` 10. A l.adsrsye toad In tA.aaomt oL a,ycf, •ia r.gntr.d ZdJ -7P \ 1 / 26 73 /� -•-- _ �� 1� . sad put bs antaltud prior to tiling o sy _ \\ •� .. '! DB DETENTION BASIN -- ' y �- -- __ - .aril- -zee . CE CONSTRUCTION ENTRANCE , �, + __ _ - - SL. `31 p a need sA w t:aid by ue er..iopar roar bear tb. 49 - � -��1l- 73 rtaep-sad anarsegnature of the Tamoon p1LOME19 WL,L1WO AWA-•ikoca,as ,, J12 4-7, f ; 1 t I iViadsar. f 2JUA1G-•3L Y. Z J .i V SEDIMENT BARRIERS ,11 slack and'nhtte transparent si le"of sbset f1 with sits l.ttar end tMl l'JNa[!5 mtJ AtSE AGtiJWlttt'• R4 F3 ` a ST \ J the inland matianda�q�py/txa..rfaelan Ca•Lealaa apprn,.a�latter Pld5Fb6E17 FLAX 14EJ&fr•-Z3 �,--, r vitb.Rica bl let es of the. M sw& .r,-& •+! _ I . - _ �f - - - , entire plan rat be Submitted to this Ctsaias10a to be steeped sad.. .l _ - _ _ /� I /� - 4Y . i . f �f .� ■tgaedu Grp• L#ts leis vial M�„rsed�u y0a atw cast. ' f V .. a _ Da Llled la the Sown erk's '� gJ1 t<11C.,U OP OUTLET- PROTECTION _ ' '`8 qn;ng�y coy -'- _.._.......-_. ..... •-r„• a plans a copy o the recalpptt mattbe'.nbw i`t:d two tthefrliaanlag .Uu - /4/ , - 1 L _ - B I r v . : I shaep�rc..n ro'stoE a= 3 ? 7 Y _ -. It-- f �` � r , ; { & rn►s cnlarsfwE-291 /. "" ¢4 -- I J 1 I I -�.-�►M/T Cat- cool Sf%.,LJI /tl�' sLuatita A"tostua cmmulon 15 /4� 7 5�7 I . J f�- I ♦ �5 / � vice.Chatsse (/�' iQ •' 7LX S 'r t /ee. a. caattek, atzneto:of T,b11 ttrka' ' '�"-� r!.' - . �(,�}) '' I - . _ 7Z-�F; 4y'. 0 Anrls,,buildinngg Oftficiiallmtrol _ f cam, �./ - - UT Uv; / /;�1r1 k,-r11uV!- 1 1 L{�{-✓.•����`�rr _, .. __ __ .. _ _ - ---. - . i--- I - /, M. a aac6g+xtAn 11"., � 4� .T,..... �.trt rt�_c _`_ s - inland lq'tlaeda y tiw ComnUstoa a y LY.7MLh '� J 'NO t L'J - - � .t Pr; f=fr1_;v f c�)III I _ { .0 113. 13 Y �'+"_ I 1- f I - _ { - ... s`9latrar'o!wogs - - I - - ..i - 1! t �/ # { VAO&O . Parcel'''locatel3 witftln "Inland wetlands + - r ,l0T 31 -8 �� I I ` . 73,7 ! Pia osed outdoor li brim ':to be low intensit securit li htin 1/ _ J�t�F Tz1-ST,�TF ,(AU1JiJIZy it 737 �---� l STv��) >glann� P s s Y Y $ g I . I �-�j ' I I not directed at adjoining proper. 1es. or South Satel 3 to Raad. ` s 2Emov C U/13 1,1116 E 7 x el i. _ j Elevations based 'nn MDC daeutn i ..-I,.I.I.I..1-II..II,�1.1.,I..(.�I../�(II-I".I...I.'"I.::;�I��I��.�..I;.�!�.�-I\I.I-.,.I.I1 1)I...N I.F.1.I I�_I..ACII II J,.���S��I II..�.:....,I...II.1_,.4 I.:.I-I-..I�-...I;.I 1.-.0.�,,�-��I..;-�.I.:E�I.,,4�-.,;.-.1I I.R,-r....I 1I.-.,.�I�.1.I..I I-I..0I�/. �I.I_1..I 1,._.-.II-1I..7...I"O'-.-.X...-�1. II.I 1.I�..=_,..-"zI I�.-RZ-.I.�-I.I t.-..1'1._.ZII I_-...'...-_Z.I,-:.:II,�I..I..-I�I�...-.��,,�.1I.,.__I.�I....I_..�.11��4_I.�.-._Z I�1���II? (1-1/-. _fl 1 U L X(� 1?J,y 4 / !�� /��p H, f { - AllF [ 1R�CO .}. PP�1 ET/-� . �zUt/ F�1•lf f � R - " _;. .. N. i { c . - Situ is not to atei] with a' I ear f taod lim' ! P/ / J1)L/'/T �"� rE_�_i: ljfir�lrlrw -- - - . „ . . -_ . ......._-. _ �._. . .•- :.;. ! . C 500. Y. l 1t based upon ...::':-..,,:. �, 1 _�� _: ` { .. . . -Federal' Emergency Management--''F -ood:.Insiira•nce..'Rate :Map • Soso - . _ , / 3 �. � 4EGEN D 1 ~. - - r 1 I { Windsor,. Connecticut May:'] ; 19$0. . . .. .f _._ 1 p,�QP ,�UF.�CljC�gi7C / OF PoP�}/VETiJX , l� a { _ I ,� 7�.�c7 -73- -- Ex►STJt�1G Go1�1TC�VIZS '1 Electrical service :t'o 6c'))rovided':bY:4(:onnecticut'',LzghC b 'Power Co: i /j ` t` 1 m 7z PRDPt7sFD CC)lttTDu-P a . I TZxS F�USTtI�lG SR7T G�AI�E a . U, of :, I Location of existing utilities . Ut_a nod from 'Utility 'Companies, F 1S'i4GrJria r Jt ,t { .. M1 PK•DPOSED *PorCKgpE '; ` location shown a roxilllato Contra:ctor,:to' veil► 1n; the field-..' l i t 1 - S=o.So� ,-• # Call before nu di 1=800-922-4G55 `':..:;. ', _.....-...... - 1 F�UST/NG 1+114TFTL MAIM i I Y E ....._.-._....-. ........ ' N - / M ;,�� ;ZAREf� �D� 1 X1Sr!/t/& SU14VNG { W PRoPoSE.ID WATFrZ . . . '1 ,�� 77 - ' =68 Env FF-73- { 1 l actSI""k* SA MA2y SEWEZ . . S.F 3 I. S p�o� sAN.arT.9i7�/.Seale C _. .._ ... 1 i / . . . in . I :. : .� .^.� - - �.. . 2)e i , �- Y_ FOIST/NG STZ*k4 sEwcn . ! 1►J�C.RND . L.IET�CAJ.IDS �YJ�c 7 PFS ti - ! 011 1 "`"""' " --` (.. .-.; tap Y 39' :' Lut R•-1.7,,1f.C. RenILy I.Imited lartnershfp 4Z3. 2b Nutmeg RcadSouch ! O G .'- \t - i L.' .. 999 South Quaker Lane, HenC llarGford, Ct oG[19 1 yAo 1 IN - - _ _ _ �;�o�r rlorJ PRo�S�l�.sm w �_.._.._ _. . • . ,- �# ..' • - i'-' -.:-kt d.A_ lI - c 1�t1= SRA ...CDi41�!1 . >. n • ' ;:... I ?Iap 48 Lot A 1fi3 Pedegrmas, Donald .). b Catherl a A. 101 llilton Drive T-F- 7/.50 . 8451ju �-1 p O -- -0I S's a -SAtXTAr StAF_i KI`y MAP 3 164' Merrill, KiI it. b Evelyn C. Iov llilcon Drive . 1. . �; Iva ( .. - t v ` !GS Trnntalo, John #' b Stack, Juan E.' I 15 Hilton'Dr 5•-f,8.80 D Tat lTicr t I a i - -lt_ S -�-.'-J - .5,rDF J1 .5EW I15 . (K�,y'MAP) ! (t .. _ e t 8F1,IAiXC I \ \ W I N - ?lap'! n '49 '..Lat i+ 138 Ulivierf, ltaburc South Set 1 ___ \ -- \ '. 6 M'm N m yQA�ES'. I' 139` holler Meyer South Set STAJCE�7 HA '/�c r ND CuizB v =- v ' _.� -►- l7 Bu+.nan, Gr-gory H. t Karol H. 15 Barbara Road � "', - Iv \\ . D✓T_s/oLs L/C,14T IG cushing; .% D. S Helen R. 3 Barbara Road \ _# [,ItvttT �F J Au� Jn1 R/�DS ! - ,�- i '- i I5 Dwyer, .lulu. lie t. Cvna•.L. 13'? Judy Lroe 1 ....�_�:wa�.ar�.-estr:>•.r�r.s. 22-moll F'EALCE ^ []��/ lC3C R+41rc H \ IqC13IhI F)ZUM 77.E F�.'#ST SMN n, gVF_D ,,FA4-OFF \ \ \ ' . ' roil n� _. .-. .- : . 4 Buc dl l;tnc f#. z9 ay l e 1i`i , I d lu u •°aa a,•�.: !' tdat YirHtll!famtH.Jb Haryi1efane t 15 Judy La t ty-D IDJ17 \ 60O,Tr/-i W.1 N b5o?_ 1114A NJ O ' r= -73./O 1 ! -. _. . _,.- 7 '7ZX 3 14 c7-- 11 1'ai leis, Anthony Y 1S Juycc 105 Judy-rasa -I / - /� ram= _� (~ / \\ Vl N67A,,gM03 ,f "ATE-R-C URSE5 ar`L-= 68•'SO Il'i jwn 0sOtLtIL � 10 Dlanehette, 'dlliert L. L Judith It. 95 Jiidy Lint ;i ,I - -K�>- \ '�AF ao LSAO SULLIVAN AVENUE . SOUTH WtNQSOR CONN:060Ta 9 Hasikowfikl, Anthony b Marie L. 8.7 Judy Lane .Y 1lj -� _ I \ I r_= 68.Z7 cu �a�s•cPr+` AREA COOS 203/644.2521.. _ - 8 shaehan, EdWa7d R. L I'atricla`:1. 79 Judy lane .. '.€ �t,t� �^ `, ' v / �IU 1 11 \ i - ' .. 1 7 Husks, Richard C. b-`.Team a N. (sv.)` 73 Judy Lanc - i t�.l•I -i?- /r t�.lhf�y - L t.7 Z / 3 �1 .tT 0 \ - \{ .r . . 6 Gtan,noti, orilin GS .htdy lane #.'." E r TF=-70.7t� Z A. TO 25 �. I Q� ...' /. 5 Ekstrom. Bernadette 5S .tvdy f:tnv �. / - S \ - .z October 5; 1987 . t E5ST / \ 14R Savers, Ruhert K. A Syfvle A. 5t1 Shan,n i.:ate / -- �p .C4, TQP a / / \ - . : / .• . 147 MaLtesun, ►►Dann ?1, b .►asset L. 58 Sharon Lane - •l r, •._ 7Z f 1317- \_ / � \ ; .. . / . itvn Lane 6G Sha one , ♦ rie5 I 14G 4anl:nsbcek, Clyde iS. S A ions L P,4VeMeNt7` `3f I D co Indust ! CERTIFIED MAIL 1`• } - - 0=- 229 SOutlt Sate)lire Rodd :.:, 145 .Taylor, Susan A. 74 SShr , ;, •, . , t,:•'': y i 144 Prenutn, punat J. 78 Sharon Lanc t ..-_ .._ / �1 - . - . . . 143 Hoffman, Anthony X. L Anne #. 77 Sharon Lane . . +t"+, - -,�- -. _ _ ,. r South Windsor Ct 06074 . \ Il . 142 Convertino, 8ichofas D. b Linda U. 75 Sharon Lane .. . , 'Q • \ / 1 I \ 7Z>`�. /3 / / I Attn: Barbara 3. Dyke , l I41 Stlla, Dents Ramsey L Leven C. GS Sharon Lane . I. '' �^^� --- - 14U `inytuhby. Lyman J, S .lane 57 Sharon lane I 'C�• S•-^.-.�. , �"- Dear Mrs. Dyke: 13G Preuchette, Linda I•. 51 Sharon Lane ` 6l is - / t3 0ro12 I I -. �' 22 Lurie, Soloman L Edward b Elsie 10 Barbara Road- •j 71A t� I ' Re: 'A lication #490 - Buildin addition to Dyco Industries -_r is -.ON��� r f I Pl? g =3 Dempsey, Null C. S t:arofYn f. 13'J Judy Lane , ! '1 43 Killingback, Edward .1 S Lynn F. 154 Judy Lane w A't // If At the September 28, 198? meeting, the South Windsor Inland Wetlands 24 Dcayer, C,lnrence F. b Cladys P. 126 Judy Lane ( I �J\ J? D�1 { f I Agency/Conservation Commission approved with conditions Application 25 t:lrno, ('erard A. b Durotliee .f. 116 Judy Lane :.1 ttG' �_ \ \14 D `.� / f X �J FaC1ST ynN #490, a 6,400 s.f. building addition to existing building located . /- s . � (/;- fI 7"TF= 73.11 stRuss Sodateda6/23/86,Rrevised 8/13/86nbp6/4/87recans3stingaof rg 26 A I1 o. J hns1). f i• 1ti b et92Ju A. Ie Judy Lane f 7 - 700 . •`b 11 _ � .--- II 4' . 27 .Indian, Jahn D. S F;eras A. 9_ Judy Lvty IT- t5>7.77 oI _ N / 72 e I \, t `-'-•�- t 11 �- 67-4b permitsto be�valid wing conditions must be adhered to far this 28 AAar1 tJt11 Dan r. L Eltannett J. 86 Jody Lane 1 1 ' 11 29 rlytard, Ra)'mund a, S .teatmetta N. 80 Judy Lane i / Gy /O k / � � T (I 30 i:illin,li Joseph 8. S ayrtle A. 74 Judy Lane , / /9 /� 11t 1- F_"-'"-"- 71 Hanson, Harry L. b Gary L. 68 Judy lane I . / �1 4- / I II Ii 1. Modify the plans .to show the followin 41 Lyman, Jone, Ith q l Catherine H. 71 Elizabeth Street ! II 9= 40 Frattaflonv, lasquulu V. b levy H. 63 Elizabeth Street r,: ': 4 _ 39 Plezia, Stanley R. b Phyllis S. 55 Elizabeth Street . / ID f .- y --- -- 1I a) adjust tht sequence and clearing limits. 38 Ct.ccu, Josepti r1. Jr. L Jvan fl. 47 Eifzabeth Stretrt � 1 37 DelGaudio, Rose H. 39 Etizahrth ScreeC I Sr�7-CITE / �' 4 // `_ - it . 11 b) revise the plans to show that the stockpiling will / ' / / ' I `\ II not be within 10 of adjoiningipraperties. . 1 j / i3 � 9v \ J� 2. We recommend a, bond in the amount of $4,000 be submitted "A I / _ ___ _ ^� r-I y o the'Psioning b Zoning Commission to ensure comgliance UTH D LANNNG DEPTo IT�oAr� 7Z 1 c F S to _ \- E,J � : __.. ,_,,. � i \ II �� r•!/r-- /�/vT1-IIDfU � AIV�IE f'�t�F'FM�'lJ with erasion a sediment control measures:`- I I It 3. Three 13): sets of the revised plans must be submitted to M.S. To '1� coIjc- SIDuz.;hIA K I ) It _ the Wetlands Department for 'town staff review prior to. any r� " _ k an the 9 8E FET `\ 1\ I{ _ . 7 .Ot ( J ' II war site. ;Er-\/, S.Zr-66 77)1JN COMIM_ 17'S t+ y+ 1 & t9 7 �6 t5 ® ( t 1 q. Construction activities shall be sub'ect to the a royal _ - - II C' 2+r ,'' Q i9 f 1 3 PP C ©I 11 _ of the Town Engineer. /? i/ • 23-5b OaM16SI' IZ, LU,_yriu..ti T1 : 7.Z:90 t � 7 X g I WE-rl-AN03 ,2o U77,UTy ,EAGEP4ET V /.�;28'S7 FvC SU#'M/SSita'./ I 1 {� _ f ` ) II I 5. The application shall indetttnify and hold harmless the 2 _ / ,, _ .k 1-:65 `.! ; 5 F, N / 20 Town of South,Windsor a ainst an liabilit which mi ht � /� " �/-- r ':g Y y 9 7 : ,(iC i t, /_,_tie ..� C. a / LOT COR3EA COORDINATES result from the proposed operation or use. `IQ�t/ /G' . -�7 //r e��-P9' ;t,4 ci1rvrl Latvr#'ic j _.. r ♦ �� W I EAST 5 t 6 I , NDF2TH - /� 7 /r /� �j ( O 1 - - ♦l i // `s I� nssa.nc- NOnnv.ssasss.sasscss:nssusrs 6. The permit is.valid for one yLlar and f3hall L:xpire Ori` _ lee-V b-y-Ef/ + 0101T/efiry , {j 60il �lr�/_ `+J I i (=I t c0 Q 71X9 `: _- 6;L �c U "�," vt t I `1 - Segtember 28, 1968. `" /� l\ � - I I I I 'a) 171971.0562 f 89S09.9781 U S-3-8C, ^ CORNER ---- f S= -S� 1�>w�T1='72r40 _ � - ` ' 1I �� -XIST ,SMh) �Q 172165.4831t 1896T7.gs47 , very trulx yours, TOPOGRAPHIC MAP 1 O 4 GOR i-OT 3D-6 ' - - 11` -r 69 3� f 1t I I r' r�- 7Z S'1Y0f3I.3:>10 189864.3706 ` t 4 - w - -_ /�->L� R _ - �.- 7x 1 ,I II �� tZo7. J ,,� 3 CORNER KEY MAP PLOT PLAN • - tf 171707.3B0G IB9744.4711 Kev n F. Rennie, Chairman I 1 / / !1 CORNER Inland Wetlands Agency/., t (- � � �Jt E ,' , I f W �'7' °`'T I7180B.958-^i 189496.9328 Conservation cottmmissiori . r i i 5 '� ` Town of"South Windsor -. � I I /�` CORNER a _ -- .- - �� / Z 1 It V 171079.2204 1 F19329.7469pT i - •nib DYCO INDUSTRIES •i r g O t0 E) O 11 KFR. .;I ! _ _ SOUTH SATELLITE ROAD _ © o / �'i-1 `Ci 1 s - - I` . '` -� _ - _ _ _ _ - _ - - - - - - -_ ` CC: A. 13. Davies, Deputy Town Engineer 1 �" - 73'p J I - �I Michael Gantitk, Public Works Director 73.1 _ �,- _ rcia Banach, Director of Planning JJ - E1�GF_ h1/MT�_ 73_! 7t 4 - _-. \. _ Thomas D'Auria Building official , _ OUTH WINDSOR f- CT : J; - _- �- =-•'"� = - -- - ____ � _ 4 ( - -_ Louise.Evans, Chairman, PZC / r 3 - Louiser & Russo✓✓ 4 ' ', _ _ .-_.- . 7 _ .� .�- - g - _ , /E . ;-/r✓11 _ - y r_ _ _ _, Engineering Department y t : . it►s To i + •I+- •�'.�, - - FCIS'1" SSM/-{ ,,' __-. � -- - f PHONE S 65 D-7'-/8", \ __ v_ Ms. �N� F= 7,Z 75 PALMBER�I & FiuSso - LZ EERS \\ =b7.c _ - LAND SURVEYORS 8 PROFESSIONAL ENGIN _.-I Y �( _ •fit',;- IS! SSMN l a(fjr '3'7-17 P �'//2U, ! HEREBY i.I N!IF4 I . `hl:, MA, :ND ,.-JRI ,a . F-�vn,i,r? II► TF- 7/.57 E1cJST SMr-1 _� .- . 15 BARBER BOND ROAD f f ST SW-1 - / M•G, _ EA1_-r/ /JMJTeD h��7TtEMrSM1P tUG S ACCORIAPJC> '!:ll u.. S;l .+!';�=. :",S :.. =. .1. L�_.__. SURVEY il. - _. ._. l2EFEP�E1UGi< IvtAP: �- C�6.0-7 _ F Tr:= 7�.3b Nl 1R1U A9CF_ 1 t:�'-tF r .. ___� I DUST TF- 7L9S !11 F. ►t.D .`, i.•_ �.`► :�A.i..lit: EUR 'Tr1NL'�+RDS l�f ACvUifA(;Y Uf ' - - , n I - •t .. _- •,, ..z�-:�' •,�.-.-,!--n �t: ,; o- t' iv . . BLOOMFIELD. CQNNECI'tGI1T • i IPARJX_E.fQTZE �E5LJ5Dtvf51UN „C-f•11i,i 'Fo2 8F._1.1J-) MAi2C -r IZE.SETTF- 7Z.95- SURVEYS :,,,r ,,,-,1 t•D%'..; •ED CECrAfl ,_ ,1.. 1,.,5 AS AMF1V[l..-f7 ;i, 242-2T75 I Z 5E1-TF--73-0- :-= 1. SAV/N 1-G9F'_Tl-DZD OFWISH FE,DSZA_rJ0M c f4 7.74 At ,: :►E GOINNS.CTo[.€,t..,'�5, ..€...-_,€ ;f� `l, .,... .•tiV€_.(R., i , i CHECKED': NO. P y A M #2G Sc7 AL SHvrrJ 13ParHEIZS r/.0 t3E _U5 . + SC.,,E ET 67,6/ oor - lOr ogo_ m - % 6 .. . . _ . ... _ 1 ^/l� J Q�}�/ -C7� -.1 ..- .. _ r.-4 �. -.w-, .. i , .� * Y .. .. \.':. .. - t f , t -i .. .. r ' t. ♦ .,.. .vats . . . ... r f ._ - ,. _ l /" ,. '-'ti f. . ....., T' - +.. . ... ..:. . r _ , •,r^-» -•••-•ter._a"' . s �... _ .: ,•C , , ...+a•. .. .... .. .. .. .. 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L. , ` , r 'll Y{-v 4�' % .Y'�• r'�..e. •. ^•J -'wi•�. - w •1 �rr�O.• `.`' PL,�y t ` ` �� �- ' u � t Fv � ,+f�I ��i' t•..j i r c� �: J�;f ►_-rz7) , ..'..� �5 '(" `� r•}" l''ar �Q �— L/ `-., r 'a• `i Gu11>9 RAi�- r �, -_14 ti < 7 Zi A PL..,AN7 LA e7 _.. _._. ". '. f L � � • = .. t .... ... .. - -...-..�. .., .aw-ia-,n.a••. •..ww..>cw.+s• •f+ f ` '`,'•` _ # . •.: i ... . .. . 45v (1L1lL. �2'N 1L'AL" S4It ta- N 'NL4 C. HV17"1 /. rL I M � - ''� tt/t r �ti a..0 . # l4'�IGa . �9L.I ''' �>,� �'��`'Z� :, ja, Gt HVAIt-il X tAv1 rih t}�y` �[ � .I YZ r -Z•' Goy{ c j let L - t_ ,1„"' TQ F[»rr•/»I'{I Ia' — / A l ,74��o •t n •.! � -.�. ,mot' / �n,�- � � r i ' •\ .. •r � t �' _ � L��� f 1._ •y �''f'--��/� � 1 t i ,,� c"•4 t .. yt tc, :.' r�?: ' � ,. �, :. �-• �• ' _ . �. . L �/ 3-2t-SS •7b/InlN .COMMEltT5 �•�,: ' .•< y L� - , 1 - .\ 'f;�_.�✓ _ _ _ ,. ,. I } �� - _ _ ..J! f ({4'••,. �+"'/ ~'J Lt/�),- i +,• .. �� 'r,:S > f .tt S �r A4�F� r •t F LANDSCAPE ,::., �,� T r F �Iu' ``,,. � � • • - C , 3'w�-cam tnus,••w 5 -•^•r,K�,iVl•ViL•Yw -• .1o:ro,ITi ,.NC �311IIfe �"^.• .. - �s - I' , I t �," - rt,3,:r.r .. ,,..,Lr .. s�•rf��Lf'wectx.e,•- •a•.cclrm• Ic+wum+�e a-. �r ARCH IJTECTURAL r D'FSIGN .� � l .—--- ----- - ' ._. `.mow'" '� ' _ a ^•:�_ � r:- .p.; ASSOCIATES P. c. t ::. f �t'' � 'is• f - , Co:L L`!N S v I L L E C o N.N E C T 1 C l?'T`'' 4957 f �,C C,Ur.l:�7� LA •f {i :tea y_j `} ns,: Lr t 09- X./ !UL Pjc l./`A6S �s 'co ?,«.•. _ .,S1! t., t L:r i �` '-•r.�. r � / [ ..a : . `, . . .7' ;' .�' 't•4.t. ..:�'� :� •�r f�. j�.;._ =�4;'tc7�. 4.1 , ;r• • �y r 11j( ! - y / / •-; "�' •t'r •`",.• .wry '1 S: #''' •T t .. T.L ./, OJ— ••'�- aA.:Y,., t .ice .. / .. .. . -. a........ .. .,:.... .. ..:. - .. .. .. l \ , ,.,, • t .: .':• ..' , '�� J': _ :�_ al '.,F• ?gE:4::Sr•a.,.sry,-ih Cti .. a + .. t _ t 77. 11 L/(j 1 • .I% , + : y. 1. 1 3, , `r -t _..-_-_T_ ...:-. ...�._ _ _T _� .: _�... _. _._.. ....._ ._.. __...-. .__.-- -...,.c.Pt._..-.....li_.__:. ._._ .___ �._ _?.:__,.•_._._ J.. S ✓ _,.: ...._ _,c _ _ _ _a__ a ... _ w � ._.> r _ _. _._�.r_ _._ .r .-. _:.L.. .. ..3.a." \._ ., - _ _ .�',�' _� -a.�_H_ r _,.•�,._as� "UlAtnt, OAKK;e" tJl/ Straw/May dales-Instsllatton Require NARRATIVE SOIL EROSION 81 SEDIMENT CONTROL NOTES Sheet Flow Applications Channil Flow Applicstfons The proposed site development for Dyco Industries is located on the east side of South When the topsoil has been stripped and stockpiled, the earthwork (filling, backfilling _ Satellite Road in South llindsar Connecticut. The site is located in zone I.P, and is earth excavation and rough grading) required for the construction of the proposed building, strict Sales shall be placed in a single row, ienpthwise on halts shall be placed in a single row. lengthwise. ' sediment control Mork shall be done in r with tads of adJactnt baits tightly oriental p•rpendicutmr co use contour, xith areas of 2.66 acres in size. The parcel is bounded to the east' by residential 'land of N/F Anthony and parking areas,'is the next step in the construction sequence. The erosion and sediment ,All soil erosion and se the contour, accordance with the Connect{,-tt .Guidelines for Erosion and Sediment abutting one another, ad)acent bates tightly shutting oat another. & Anne Hoffman and N/F Donald J. Preneta, to the north by residential land of N/F William control practices implemented previously should be ,inspected for repair, replacement, and the U.S. Der, of r{- shall bs •tither Mitt-bound or string-tied. The reelaininQ gaups for Snstsiltnq a b+lc barrier for & Mary Watrous, N/F Anthony Vallez and N/F Albert & Judith Blanchette, and to the west by maintenance. and any additional soil erasion and sediment control measures deemed necessary Control including the latest data from A$ All bale: Sales shall be ibe :eithe so that bindings are -tied. sheet flow applications insty here, xith the following industrial land of N/F Tri-State Laundry. Constructed and installed within the developed shall be installed prior to, .any commencement of the earthwork construction sequence. Sedi- culture and the Soil Con*ervation Service. around the sides rather than along the tops and addition. .bottoms of the bales to prevent deterioration of the area will be a 6,000 square foot building addition and parking lot. The proposed building meat deposits should be removed from the upstream sides Of haybale check dams (silt fence) bindings. The barrier shall be tztended to such a length that will be utilized by Dyco Industries for industrial uses. As designated on the plans, the and this .material is to be spread and stabilized in areas not subject to erosion, or to be Any additional erosion/sedimentation control domed necessary by the bottomo of the end estts are higher in elevation ha town staff during construction, shall be installed by the developer. Tht barrier shall be en trenched end backfilled. A than the top of the lowest middle bale to assure that proposed building is to be located bellied the existing buildiirig with the parking lot provided used as fill in areas not subject to erosion, ar to be used.in areas which are not to be paved trench shalt be excavated the width of a bale and the sediment laden runoff will flax either through or to the south of the proposed building, A 75' buffer area of plantings is to be established or built on. Areas to be filled shall be stripped of topsoil, deleterious material, vege- in addition, the dsvelopet� shall be responsible for the repair/ length of the proposed barrier to a minion depth of over the barrier but not around tt. tatioe roots rocks and other objectionable and unsuitable material that would result in ntsaatsCt of all erosion control measures until' all 4 inches. After the bales are staked and chinked, where the site abuts the residential zone to the north and east. Any disturbed areas ] repl&canat/slai the excavated soil shall be backfilled against the within the development not to be built or paved is to be landscaped as described later in the eonsturction of unsatisfactory fills. The backfill and fill required for the construction disturbed areas are stabilized oil the satisfaction of town staff. barrier. Backtttl soft shall conform to the ground Catch Basin Application of the building and parking lot respectively shall be of an approved and eeified ravel br r. the downhill side end sheet be built up to the narrative and as indicated on the landscape plans. Total impervious coverage for the g p g p y pp p g„ s all be laced its indicated isistdiatlly level inches against the uphill side of the barrier site will be 36.5%, material. The approved fill should be placed and compacted in layers not exceeding 8 in kia]bslt erosion chocks. h p , be Ideally bales should be placid 10 feeta ay from toe Bales shall be placed in a square or rectangular depth. Fill should be placed and compacted as specified to prevent erosion, slippage, settle- after a cut slope has been created. Sediment deposits should of slope shape around depressed catch basin inlets: menu excess saturation and other related problems. The backfill required for the proposed SIVla :boat the upstream sides Of haybalc Check' dots. Catch basins constructed on sloping areas shall not be According to the Hartford County Soil Survey naps, two types of soil underly the site, , periodically retie Each bale shall be securely anchored by at least two encircled by bales g y ) p y ( p y building foundation shall be of an approved pervious structure backfill and shall be placed read arid. al3abilized in areas not subj.tct rein vet fine sand loam (NnA and war ale sand loam WdA) . Walpole sand loam is the g al p This material is t0 be spread stakes•or rebus driven through the bale. The first The areas immediately around the catch basin may be and compacted in accordance with local and state requirements and codes. The subbase and stake in each bait shall be driven toward the excavated slightly to increase pording of runoff only .inland wetland soil typeuriderlying the site and is designated on the plans by the P to erosion, or to be used as fill .in areas which sere, not subject previously laid bale to forte the halts together. Motet :round catch basin. inland wetlands limit line. base material for the parking areas shall be of an approved and specified gravel material. to erasion, •or to be used in areas which are OOC t0 be paved or Stakes or r•-bars shalt be driven deep enough into Areas to be filled or backfilled must be free of standing water. Frozen material shall not the ground to securely anchor the bales. The remaining steps for installing a bait barrier for built: on. xAty or strata baits are to be replaced as necessary to :beet stow applltations apply here. There will be no additional stormage needed on the site. be used for fill nor shall fill be placed or compacted on frozen ground. provide proper filtering action. Erosiwi checks Airs CO remain in The gaps between Dolts shall be chinked (tilted by F wedging with straw to prevent filter from escaping plats and be maintained to insure efficient siltation control until hetweenedging the bates. (Loose straw scattered over the The site development for Dyca Industries is to begin in the summer of 1987 and the During the earthwork (earth excavation and backfilling) and construction sequence for all atlas soave the erosion checks are stabilised and vegetation has area immediately uphill from a straw bale barrier the proposed building, the earthwork (earth excavation and filling) sequence required tends to increase barrier efficiency}• proj ected date of completion is in the fall of 1987. been established. Maintenance for the construction of the parking area shall commence. At the completion of the earthwork In sloping areas where surface flaw follows the bate sequence required for the construction of the parking areas, side slopes established are to be line. perpendicular bait checks shall be installed at Inspection shall be made after each Starr event and arras removal Of tries, bashes and other vegetation as tell as appropriate intervals (100 feet maximum). repair or replacement shall be made promptly as Prior to any construction activity On the site-, a construction .entrance pad is 'to be stabilized in accordance to the approved soil, erasion, and sediment control plan. In all needed. e Of flit sGil is to re kept to an absolute t�i:iia�isi while Inspection shall be frequent and repatr or installed at the entrance of Che proposed access drive, as designated on the plans. disturbance rtplttement shalt be mods promptly as needed. Cleanout of accumulated sediment behind the bales is Following the installation of the construction entrance pad, the soil erosion and sediment Following the required earthwork {filling, backfilling, earth excavation, and rough grading) sllavin proper develOpatnt of the site. necessary It t/2 of the original height of the bales and the construction of building foundation, parking areas, access drives, and detention basin Sale barriers shall be removed when they have served beam% filled in with sediment. control practices and measures designated on the approved erosion and sedimenC cantrol O t9ueir usefulness. but-not before tht upx)ope areas plan are to be installed Construction Activity shall. not commence on the site until the site is to be final graded. Prior to final. grading parking areas, all erosion and sedi- During construction, txpase:as small an area of soil as possible for hart been permanently stabilized. the haybales (or silt fence} have been ins Called as outlined in Che;narrctive and, ment measures implemented previously shall be inspected for repair, .replacement and main- as short a cis! as pOssihl:.. tenance. The required maintenance required shall be performed prior to any final grading. designated on the plans . Haybales (silt fence) and all erosion and sejiment control practices are to be installed , applied and maintained throughout the p�oject�in Following final grading, the parking areas are to be surfaced with bituminous concrete and The contractor shall I10�ifY the LCitI1 engineer at the beginning and curbed in accordance to the plans. The construction of the proposed building structure AOC proceed ►iEA5UAE5 PERtSANENT VEGETATIVE COVER {PY) accordance t0 the Connecticut Erosion and Sediment Control;Guidelines and the approved will be completed prior to the surfacing of the parking areas with bituminous concrete. All end of each stop of the construction procedure sad shall NOHSTRUIrURAL erosion and sediment control plans. town engineer has inspected the vork. TEMPORARY MULCHING (Mu) INSTALLATION REQUIREMENTS `�-�`•�.�� disturbed areas not to be built on or surfaced with bituminous concrete shall be spread with ?. v'itb the next step .until the t 8 TEMPO -,, topsoil and permanently vegetated and landscaped in accordance to the Connecticut Erosion The first major land disturbance in the site 'development of Dyco Indiiztrzes`i*lvolves•� p p g p Site Prep a ration the clearing and grubbing required to develop-,the site.'. .The extent of .the and Sediment Control Plan and the approved landscape plan. Upon final grading, haybales Topsoil is ;.o be stripped and stockpiled in asaunts necessary to cat- tuiSTALLJlTIOM'REt)td_I_itE1iENTs and grubbing is designated by the "New foliage. Line" designated on the appro- •- �p silt fence) are CO be installed at the base of cut and fill slopes as designated On the of all- exposed` areas requiring topsoil. The Grade as needed and feasible to pewit the cast of conventional v"s3 tans { piece fini3had gracingequipment for seedbed preparation, seeding, msulch application - ` d Oti tkt lass and and anchoring. and maintenance. All grading should be none to Prior to .any construction activity, the limits of clearing and grubbing are."'eo be approved soil erosion and sediment control plan. Temporary soil stabilization procedures stockpiled topsoil°'is to be :oeated as indicate F accordance Mitt, the neaten for LAll grading or p g g perimeter;'af_'the limit are to apply if exposed areas cannot be permanently vegetated due to the time of year or if seeded',and ringei with haybales to prevent erosion if it fla ed and protective fencing is to be installed aloe the r temporarily Amax which have been it�porarity or permanently seeded shall � final grading is delayed far more Chan thirty days after land disturbances have halted. All be mulched immediately folladSnqq seeding. Mule Anchari rill Seedbed preparation for Clearing and grubbing Ca protect the trees to be saved is to remain more thin 30 drys. be used on slopes greater than 3 percent aWonc , nra eoflow arras such as divtrston and waterway channels. t limestone and fertilizer according to-soil tests such. the structural, nonstructural, and vegetative erosion and sediment control measures it within s ten foot limit of (1) Apply implemented throughout the project shall be maintained after the final construction until the There is t0 b! ri0`'t:Ockpil4, g of soil d1 dates should be as those offered by t:he University of ConnetLStut sail Stripping and stockpiling of topsoil in the immediate area of cons is the next Areas which cannot be seeded xi thin the sec rag Testing Laboratory. Soil sample ervice an available Sall from step in the construction sequence. Prior to any stripping of.:topsoil, all soil erosion adjoining is properties. disturbed areas have been permanently stabilized and vegetation has been established. Not j g mulched to provide temporary protection to the soil surface. the local Cooperative Extension Service Office. If soil An organic mulch other than wW fiber alone shall be Used. and testing is not feasible on small or variable site:, or and sediment control measures previously outlined should have".been installed and in- until the disturbed areas have been permanently stabilized in accordance Co the final erosion teria3 is to be free of brush, rubbish, timber, tht area then seeded as soon as seeding dates permit. where timing is critical, fertilizer sty be appittl at the spected for any main :enance. Stripping and stockpiling of ip;psoil shall not commence and sediment constrol plan shall any control measures be removed. Any and all fill_ma rate of 300 pounds per acrelar 7.5 pounds per 1,000 square ► and scums in amounts that will be .dttri- Match shalt be used when tree. shrub, and ground cover plantings feet using 10-10-10 or twivale6t. in addition. 300 pounds until the required maintenance has been performed bn the haybales (silt fence} in logs,-vegetative tsa_ter, P do ,sot provide adequate erosion protection. or 38.0-0 per acts or cyulvalenl or siow release nstroyc.t For further information- Contractor should be familiar with the Connecticut Sail and seatsl to constructing sable fills. may be used for topdrtssing. Apply ground limestone accordance to the Connecticut Guidelines for Sail Grosion and edimenC Control. Any {tgvtrmtent to 50 percent calcium plus magnesium oxide) as .; Erosion Sediment Control Guidelines, available from the Hartford County Agricultural additions_ erosion and sediment control measures deemed necessary by the town during Organic mulches follows: construction, shall be installed by the Developer. Areas to he; regraded or resurfaced Stabilization and Conservation Service 1101 Kennedy Road, Windsor, Connecticut. m=i-um side slopes of exposed sc' facea of earth to be: 3:1 or 'as �_ shall be stripped of topsoil without admixture of subsoil. Th ltopsoil shall not be ' otherwise specified by 'local authorities. Organic ratchet way be used tn,sny area where match is $out Texture Tons Ace Lbs/logo sg. ft. required, svblect to the restrictions noted oa page of Clay, clay loan and high 4 Imo stripped in a muddy or frozen condition. Topsoil shall be available for final grading organic sot) All fill arras shall be compacted sufficieriCly for their intended and permanent vegetative planting in the designated areas of the site. The topsoil Sandy loam,)loam, silt loom 3 135 purpose and as require;d�to reduce slipping, erosion of excess satur- Organic Mulch Anchorin Loamy sand, sand 2 90 is to be stockpiled in the area designated on the approved plans,. Haybales-'are to straw or hay mulch gust be anchored Immediately ester be installed along the perimeter of Cile stockpile tc form a sediment barrier:�� .If Spreading co mulchpreve m st be ancho OImmeher organic aftmuler - the stockpile is to remain for more than 15 days, it shall be temporarily seeded in All soil erosion and sediment control operations shall be in place do not require anchoring. The following methods of accordance to the Connecticut Guidelines for Soil Erosion and Sediment Control. If anchoring straw or hay may be used. Refer to-county'soil survey report for soil textures at the posed struct- sit*. its formation does not occur within the seeding dates, the stockpile shall be temporarily prior to any grading operations and installation of pro : ures or utilities and shall be left in place until construction is (a) Match anchoring tool mulched in accordance to the Connecticut Guidelines Ear Erosion and Sediment Control. (2) Mork lime and fertilizer into the soft as nearly as :t completed and/or area is stabilized. This is a tractor-drawn implement designed to pnesch practical to a depth of.4 inches with a disc, spring tooth mulch into the soil surface. Tkis method provides harrow or other suitable tquipient. The final harrowing or All entrances to the project site are to be protected. by stone Crack- re maxima, erosion control with straw. It is )invited to dusting operation should on the generalcontour. fist on scopes no steeper than 3 to 1 (3 horizontally Continue tillage until a reasonably uniforifor m, tine seedbed int pads of A33?1 C-33, site no. 2.'or ,3, or Ct. D.O.T. 2" crushed to 1 vertically), where equipment can operate safely. is prepared. All but clay or silty soils and coarse sands VEGETATIVE MEASURES Machinery shall be operated on test contour. should be rotted to term the seedbed wherever feasible. gravel.. The stone tracking pad is to be: maintained at all titles during the construction period. (b) Trackia Remove Remove from-the surface all stones two inches or larger in TEMPORARY VEGETATIVE COVER (TV) any dimension. all other debris, such as wire, ll Apply mulch and drive tracked equipment up and down cable, tree roots, pieces of concrete, clods+ lumps or "`+ air slope over entire surface so cleat marks-art parallel other Unsuitable material. "'tr lrtntD i.t■mate a trcna► Z.Plate+M tact to contour. INSTAL TION RE IRBOTS t•°"'ac t"` slne1"+ +, hi i:e+il;i�:'rr, (4) Inspect seedbed ,lust before seeding. If traffic has left bait►.,.tlr.v ,,rt a wieM of w: oft. mate. {e) Liquid mulch binders the soil compacted, the area must be retilled and firmed as Site Proparation above. Appticstton of liquid gulch binders and tacktfters Grade as needed and feasible to permit the use of KIND OF AREA should be heaviest at edges of areas and at crests of Seeding Oates equipment for seedbed preparation, seeding. mulch ' RDRROW AREAS, ROADSIDES. DIKES, LEVEES, ridges and banks to prevent windbloring. The application. and mulch anchoring. All grads should be Y POND BARKS AND OTHER SLOPES AND 81WKS remainder of the area should have binder applied Spri seedinQs usually give the best results. Spring seedtngs ' dose in accordance with the reason for Land Grading lied after mulch fs nQ P+sea co.p+c ue uniformly. Binders my be applied of ail fled nixes with legumes is reGoemended, hoverer late ttr,w�'•,.••• I.wipe t,otr ter„, t.accrete.ne _....- spread or may be sprayed into the mulch as it is summer seedings prior to September I can be made. •When crown o t cant."meet to wct,tt' escalar the being blown onto the soil. Applying straw and binder a''" " ' curie a cmtt t at l.ulee setthe t vetch is seeded in late summer at last 35 percent of the seed Install needed erosion control measures such as -�- barrier. ++t�"+on of Seed Mixture Lbs/Acre seq.+Ft. . together is the most effective method. should be hard seed (unscarified). The recoemendcd seeding direrxions, grade stabilization strvctuns, sediment '•i':'.il Sii'' ePtcut,setar rt�%t, tie e,rrur to dates are: basins and grassed waterways. :► X,i Orwent Plpinp. wi be used: »';. . ' .111s�i; g type y The following s of binders April I through June I Seedbed ) ntioe+ Kentucky Bluegrass 20 .45 ed ss testae 20 .45 Asphalt August 15 through September I creeping r Perennial Creeping fescue 5 10 Apply limestone and fertilizer according to soil test Total � TAT Apply in accordance with CT DOT Standard With the exception of crown.vetch, the final seeding date may be recommendations such as'those offered by the University of Specification Form 812, Spec.•9.4503 Sec(44k). extended 15 days in the coastal towns of New London, Middlesex, Connecticut Soil Testing Laboratory. soil sample mcilen are Hew Haven and Fairfield counties, available from the local Cooperative Extension Service office, Synthetic binders It soil testing is not feasible on small or variable sites. or LAWNS AND HIGH MAINTENANCE AREAS when timingis critical, fertilizer may be • lied at the rate - See din Y PP Chemical binders such is Petroset, Terratack. �.,g of 300 pounds per acre or 7.5 pounds per 1.000 sgwn fast of non - 'I�,- « ,�;�: �i� �u;�lr -.�..,.r•�.�„�, v Hydro Mulch and As ch as may be used as 10-10-10 or equivalent. Apply limes'tont (tquivaltot to ncomreulch by Nc manufacturer b to anchor mulch. (1) select a mixture from Pass of or use mixture 50 percent calcium plus magnesium oxide) as follows: Seed Mixture Lbs/Afire sSq.�Ft. They are useful in residential areas Acre ncoewended by the So11 Conservation Service. Inoculate c.tvna�r ge' "•<"' asphalt may b• a problem. all legume seed with the correct type and amount at Sail Textyn Tons Ac. Lbs/1000 sq. ft. �•,eaaas Ya as c>.oeeote . w ,.• dr ue tnOCUlant. �porrcn�aa to ease rstaRta str3e ` ^ 'lfsmtxucky Bluegrass 20 •45 (d) teulch n•ttin s (2) Apply seed uniformly by hand, cyclone seeder, drill, Clo' clay and high 3 135 p ETAiL Creeping red testae 2O •45 pp ant co NAY EQOStON 156D,M£uTAY,Oit COi,TR01 OAM hreping red fescue 5 --I install in accordance with manufacturer's cultipacker type seeder or hydrosteder (slurry Snctvding Sap*low. loss. silt loam 2 t0 seed and fertilizer), Normal seeding depth is from 1/4 to Low sand, sand 1 45 Total Ws recommendations. i/2 inch. Hydrostedings which are mulched may be left on (e} Pe ae nd twine soil surface. Refer to county soil survey report for soil textures at the site. brine 4- to 6-inch wooden pegs to within 3 Inches of (3) Where feasible, except where either a cultipacker type P. yew the soil surface every 3 feet in all d'rections. seeder or hydrosetder is used, the seedbed should be firmed where the soil has bean compacted by construction open- Stakes may be driven before or after straw is spread. following seeding operations with a roller, or light drag. Lions, loosen soil to a depth of 2 incises before Applying a-z' Secure gulch by stretching twine hearten tags to a Seeding operations should be on the contour, fertiliser tine and seed. trixs-Cross-within-a-squire pattern. Turn trine 2 or `. �. Zl• Temporary Seeding Rates.and Dates - -- more titres around each peg. Apply seed Uniformly by hand, cyclone seeder. drill, f' cu tt er type seeder or hydroseeder (slurry including .h . � (4) Frost crack seeding can be used. Frost crack seeding must P 1 which Include mulch. gPTIM11i StD1116 DPTIiN!!I SEER be done in late winter or early spring. Suitable weather see/ end tern lxtr). Hydro%stiltngs, 'al ttslcht= conditions an fr•exing nights and th+wtng days xi eh 1lttit may be left on soil surface. S##ding rates must be {+tar: CGvt1C cJc.gSS Zr SEEOiNG RATE5 (pounds) DATE1'S DEPTH2 Chemic or no snow cover. Seeding rates must be increased isGreatsd 10 percent when IlydrostedtnQ. 2"grr,GcxlG. C.vta3S T r incf�s pt,migI mulches may be used alone in tht following situations: 10 percent when using this method. t4ulchin SPECIES �r re" s . I e0'. uM 4CrZD,t s6 From Vey 1 to Jun* IS and September 15 to October 1S, Drovi� (5} Hydraulic application (hydrosteding}, is + suitable method r Mulching measure o a, tlnamual tees 4O 1.O 3/1 - g/IS 0.5 that clot are used on area= with sloP•s no stet r than 4 to 1 for use on critical areas. !then hydroseedtng, a seedbed is See guidelines in the Temporary 9 nee' �M � g 8/1 - 10/1 {4 horizontally to 1 vertically). which are to roughened. preparmd in the conventional way or by hand raking to If rill erosion occurs, anath#r leulch'maL•rial shall be applied loosen and smooth the soil and to remove surface stones 1 larger than six inch#% in diameter'. Slopes must bt noV_ /2-.28-�7 F�«'i%s C SUM1S. �/�1 f�Rl' be planted throughout summer it soil moisture is adequate or can he irrigated. iaediate y steeper than 2 to 1 (2 feet horizontally to I foot j 54ed at�filiCe the indicated depth for saurdy sails. NOTE: oarical mulches may be used to bind other mulches or vertically). Lime and fer•tilizmr may be applied TOPOGRAPHIC MAP J The fait �etding dates may be extended I5 days in the coastal towns of Mw London, Middlesex, tech wood fiber in a hydros•tded slurry at any time. simultaneously with the s##d. Tha use of fiber mulch on Nev Raven %red Fairfield Counties. Manuiactvrer's recommendations for application of chemical critical areas is not recommended (unless it is used to TYPICAL SECTION Manufas shall be followed. bold strew or hay}. Fiber mulch does not provide adequate PARKING LOT PAVING AND KEY MAP PLOT PLAN seedbed protection. Better protection is gained by using BITUMINOUS CONCRETE LIP CURB source: U.S. Department of Agriculture, Soil Conservation Service, Storrs, Connecticut. rats stray mulch and holding It with adhesive materials or ,{ 500 pounds per acre of rood fiber mulch. Seeding rates Install in accordance with menu recommendations must be increased 10 percent when hydroseeding. NOT To SCALt 1 mulch according to the Temporary Mulching measure DYCO. INDUSTRIES - (ti} Apply g PP' Organic Mulch Materials and Application Rates MIIINTfMANCE must be inspected periodically, in particular after (7) If seeding cannot be done within thi Seeding date=. cast the SOUTH SATELLITE ROAD All aralclses Temporary Mulching measure to protect the site and delay �',y RATES. rainistors. to check for rill erosion. Where erosion is abxervsd, seeding until the next recommended seeding period. -�' h+ MULC)IES Per Acre Per 1000 tt J � additional maid! should be applied. Met should be for break otter `"ry SOUTH W11 VDSOR? CT ralr+storms for dislocation ar failure. It washouts or "' acaUr, n-install net as necessaryafter repairing MAINTENANCE �gC� E1a� Free from weds and coarse matter.' slope. Issptct10" should take })ace until grasses-art firmly 5lramr or li - 2 tons 70-90 lbs. Must be anchored. Spread with Slope. Ins Greases shall not be considered established Until a a, Lime accordinngq to a soil test or at a minimum of avery PHONE ?89-4957 � mulch blowr or by hand groww cover is achieved which is aturt enough to control soil fire years vsinq a rate of two tons per acre (100 pounds per erasion and to sUr+rive seven weather conditions. When mulch Is I,D00 :quart feet). �NcxalelC pp Source: Virginia Erosio a and Sediment Control Handbook 1980. Used in ooraunetion with ornamental mulch Issmatntaininct g coverage IfSIN aY P A M B R G Ot R S S 0 thrpughout the year to detersint it mulch is b. Where grasses predominate. fertilize according to a rail test or Meer•�=u the soil surface: repair as needed. broadcast biennially. 300 pounds of 10-10-i0 or equivalent per acre (7.5 pounds per 1,,000 square feet). ��• LAND SURVEYORS & PROFESSIONAL ENGINEERS G, Whoreltgwmes predominate, fertiiize stcardinq to a sod) test or �YC.Nllc �y 15 BARBER POND ROAD broadcast every three years 300 pounds of 0-20-20 or equivalent per acre (7.5 pounds per 1,000 square feet). BLOOMFIELD, CONNECTICUT ` Cot 'E'M1JGTIDW EX 11 PAD 242-2775 C g� BY SCALE DATE SHEET CHECKED N0.