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a r V ER ,eO T7"/l-61L O 1� � O • �s 6s L SD 00_ r ' /961, p`}� o� ADD. ay • � � ��br °3ti /y's � r Fad/A6� ----- - -- �. � _HA 05 RY - a C*N V - � � `�^ CIO �r '_.� _- � •` .t � _.,,, DQ.rep -�'S•'�,d Q �' � � 6 t'� p� J' J !/6 A�e_ low G. ERE- SIOL AND SEDIMENTA':'IDI�l CONTROL PLAN General : Site is c•o�;posed of tee. i'V�F `•-w \ '`� I'-�r `f'�' 3,q ! / l race saizd ; . Water table is deepand ermeabi.lzt ; p tk ��F ` A/V1�ERS0/y 2 . Existing foliage is lim- o o=_so-s I s d ? ! `;'� _ � �..." s=3:,}o • � �:�; ' ,,�• y 6� � I L�,►f� �. —9`E" .+�, iced to scrub growth and everal hardwood trees . } Og bb FL S 1 3 . Existing drainage system f i s designed t o handle oac_.`` +': `� \Ph'Of'v�E13� -'� �: the situ in a fully dev- eloped condition. 4 of-Ff n �alcntersn hel�rop•- / o v y `A zdncais � - --- �� �� I l�ij e��t_�� ac-Toss Lot I and E$ boo 4 \ �° z tt .TFd r�:� N C8 `�,vo FL D Parcel ,% from Pleasant l J'. -- ,CRY tyE�L 'Valle-,; ,.r.Y77 .p VEIL E ZO o. �. )Wad. bZ - �4,� �:. �PROf'OSEd��K'Y'WE�, 7 ��• � STiPU��=LRC= °�� - LEG�"NO ,3D 1 -rii / ' �'' °` r �B/T.� •eOe'r E pt Sequence of Operations h \ 1 y, A = 49;85s sF `� ., 1. Addition to building on ® E"x1ST �P 8-�9ss.'�-- \%o'S ,'t -e, , . ! Z�y Lot 3 i:; in a paved area. 0 /"7-57 7d r.3 T N 8: ��0:i2 SE 3 w d r► �• s J Erosion potential is min- O T2 Ham--SL-5 ��a V s9:. `J !d J imal . Hot:ever , hay bale } s will be placed along the a ° down hill side of exca- �' c.L . vested area and any_ temp Q .�.gvEd _lg� 4 I LLj `�:Q . \. foS�y o / q \,,, �4� Two sr��s�p orar�� stock piles of ex- o cavated oils . 1 (y uMj's;�7- �e 2 . Excavat�_on and earth mo- _ w . A:. 2y 95�o s'C P.gvEinE.v a� � � �s Ek ving on Lots 1 , 2 and ! Parcel A will result in i �R4f'ERTY /s /I/l 7 -�IF�K BEd / + a i �PRoPas�s1> E, �r Boa rE.q�i' x.�oo� o.�inocvz erasion potential direet- ,�� , i , ed towa,.c:s the low area /'Rap�'RTY /-5" N�7- C4c`srlT�.d 4K/ ti 4-22,645 SF r ►� - ; .y .C in the c E:n ez o f Lot 2 �qh/y wE'Tl�t���s S�/L S ,r I- I >�F 67 S � ►' �`- � � /o^ ,q :�' 6�. ,. Protect io o Xis v �} pro- vided b-i installing the�- �- proposed g- Y- � �`'� �'► ro osed drainage- system. stem prior to excavation and completely surrounding tNe ca,_ch basins with It filter cloth dams . Eroded 37, PEAS.DOOR ' \. soils will travel towards 35"FY ��.� � : here dams and be collect- -4•�- •y 3 . �__ ed before "entering the oo r 1 drainage systems . The Catch. °•3h' b 1 l .� �� �3�3 .Q. i ��, ,, .s / Basins arelocated at the Y'T5 �/ / N ;,& , lowest ,points in the work _ Apt 8> area and will intercept all s 6�Q,f>' erosion. Fly 5s � r z "�RusyE� s>oXE PL �q✓\I•T V•q L L Y �nB "iv `� t, � . ` 4 + V� ■ i id o ear/sz CB T)�67.70 SITE PLAN_ = ' LEAlh'/r✓✓e� LY7ir!/�S/i9G� T�c*�.VC�/ �� • SEDGE: /VTS PRDPER TY Df fT! R. I,ELi�1SCD LUCEK ENGINEERING ASSOC. INC. lNO. REVISIONS DATE SCALE/ YD • DATE CONSULTING ENGINEERS I ry 35 L.. 2 YL = si z7w 'VA✓Z I ,uCE L� GY}i oL S DRAWN/ILd CHECKED�Gt�L 490 BUCKLAND ROAD Chit_ S.Q A A Ta fL �6 SOUTH WINDSOR, CONN. 2 Wio�� ai+2itiE E1Vr/7x+N�� 8 ,'-,..• 203 644-0550 PROJECURS 2:7 SHEET 2 0� ~ I HEREBY CERTIFY THAT THIS• MAP AND SURVEY WE E PREPARED IN ACC NCE WITH THE STANDARDS OF A CLASS 14~2 SURVEY AS D E IN E EXI TIN "CO OF A TICS - _-. FOR STANDARDS OF ACCURACY OF SURVEYS MAP ", T HE CON TICUT ASSOCIATION OF LAND SURVEYORS INC. _ . .. . .- . - - - - ... _ .-... - , a .. . .- ' .... . . . .... .. r-... _ .. - .r .. _ .. . ._ .- - •f .. ,. : .. ,. . :.. .:. . .. .. ..., .. .. _ - - .. .. , t .... .. .. .. _.. .: .. n " , .. .. . ... ., , ... .. .. .•> r t ; -:•� .• .. .,a .. - ..p. - ,...: .. - - - y - -r i i t. - .. .. ... r .. ...� . ..,.: ., .,.. - .. - .. .. ., ,. - ;. .. .. .. _ , .. -...... .. • ... .. .. .. .. r .. - , - -- .. . .. - .. - ., - . - .. .. .. , .. .. „ - ... ... ... .. .. .. .., , .. .. ,. .. .. . _ .. _ _ ... .. .., _ _ , ... ... - .. _ .. . ... .. - .. .. . .. .. - - " - 1 ... .. .. .. - ,.� - .. .. - ,. - .. , . .. . . ..:. - . .: . 2 .. - .. .. ^ . .. _ .. - _ �::. - . :. , w. . ..' . , . j , ♦. k -� V 4 61 - . . , f , .; -, �' r . . - . _ . . _ . . .. . . . . _._ µ . . . 7: . . . . .. .. . . - . - . " . . _ . . .. .__ . l . . . . . . . : ., .F .:� . : .. . , . ,T-... . . 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R ® F LAND �, t +a t S TfON O a,�,:, ., ss 0 C fA A ;t /� :A G :.,. }- .'r; ..y. 4 rr ,:Y ;:;x t L r.. h�H n. ( N s F _ i2;' -j,. ... s L .. t �sSCLoS E . p_ f • .7771 r FOLDC//vK R I V6R ,80 7 /l�l'L Q - 46.5 - /9, - sue - - 0 cA SOD. i Ur✓E ' �. °.ID s, �j2 \ Hq pp �j � rr 1F�•rb�'��T ?A'0 � �'/QVFd QQ t ' _ '�•--__- �~� '_ w�" 0 fir' JyG'� �.� ND SF,1D i'iLN:l" T ON C,Of 7I?OL �'Lta�: -. _. fD / ..., i. . Site otnno „ - ti (-'eneral i d o 'ace .ands �^later tab l, - \ _ is 1 •o ? \ �\1 �� ,-�_, . �y�� / �/ �/ � f f •t 1` is hE.c�h .and Per;Tteabi? t~:, /1/�F A i.� • t- w` ,.,��,Q ? ' ( �/lF 2 , F;tist:i_l oliage i O A _ / J � .: -•- ,, iced t. a scrub growth and ,� , .,� seve�-�{1 hardwood trees . Q L ` ' i �"' s•3 >�' ?' jf� 1 b� 3 , I�xi_s °._:.ng- drainage system ? I is dc_: igned to handle `�1,, i5 �zo� O Su�TCd I y�amj ' t �; she �. .tE in a fu l%r dev- �`f�6 fib, 6 TF67.a f• FL 5170 i L� �o ` c condition . n l'� run- .-... -Flow rainfall 4. She off ao��- enters tine Prop- 1 Fi -/z ° - N. art across Lot l and �7,� ,'-=�•� ,���.e,, ?'arse :.. .r: from Pleasant b j �` � ro /i � � � �\4 'Va1li2 Road. LL h . .. t sr,�ci c•-i�4�.�Nd of Op e_ations f , �J�RD? sEb�r� Y cum' ti. o - a s� v�ru '= ~�. building an In c w �B/7-) , Xn l . Addition to r � � \ � -� —" Lot 3 is in a paved area . N Eroe ion potential is min- �,Y/ST /✓iS ��:� ___— -- \ _•net_ 1 \,,' `� / g! v ina] . however , hay bales placed along the ® / N dowl. }.,ill side of eyca- -, -- o �� moo - 7- - s 9 zs=3z �, vatca area and any temp- �N ---easy--�� ;.33 i •' alu� \ -�rn� - � �r ^� ora� ` stack piles of ex- Q , I �,_ �D N � e��Q y ..; N: , - Q p � :• � �o �.� �� o � cavtci:�d soils . 2 . Exc�n ation and earth mo- �i `o`? vin;; on Lot- l , 2 and 11 result in W r /T. °6. �. Par.;c:1 A �ti r erosion poten-ial direct- 1 PA1164- eAl7` TES "� , o �/ �PROAos .d� f•. G r i. ea n :lieac-i _rds r oFoLotr2 . ENTY /S -t/U7' ,rJ��`EC�'Ed / { 5 J 1 I� t K oti�uaz T'ro �etioz� be Pro- PR I f i l l / 4Pva Y�.q�' �f�O.d - F O / tride by installing the /s MD i LUc�9T�.d /rt! �( V p r i s d e xc drainage s`,�stem NVG'/ � - — - �. r a prior to excavation and .57�/Y �xisr � FG+7-U1 �; / JvX O �b co,p I,etely sL_�-ra��ndin in c��vC m h \ ,����✓ \ / tWe catch basins with I r. s +� r / f i1 t. ,r cloth dams , Eroded soils will travel toT•7ards dams an be callec:t- r Oi ed before eiiteri.ng the i I 37! aF.2s.oaa 1 �� 6 • 8 dri:i nage sl,Sterns The Catch gf = }. , , ?S� Bat i ;s are located at the �A fb. a� /��� ar �3 �;3 �'3 '��;`' V3i�: i2 �; log e5t paints in the work �' area and will intercept all �� erfl:ion. o.��.3�" c=/�.�. �S' �i � ti3/ � :'. i ) �� t �s, . .._— i¢2.87•' � '`s'- .��D.:p � 4�o / PAYJ d_ 9 = __ -- / 01 _ f,I .EA 5A✓V 7T V.9`L L�Y t5- -- SITE PLAN .................................. ............ 4 t t� ` PRDP�RTY ar Zy. R. ,1rZx'TiU/L t LUCEK ENGINEERING ASSOC. 1N _-`-- , l NO. 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