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Olt ! r WF 3 O 5611 CONCRETE MONUMENT FOUND N 713071.70 f r f ��.. Z•• = t t �� E 1148880.49 .00 ! ! = w PROPOSED TRAIL r + J r = = 1 tt 1t tt tt �• _ - ' N /E .. r COLONEL LANDSCAPING LLC /'� r 1 2 P� �t t � rrROTTED STUMP !r J `( r i I ' tt 1,4t� �' `t �• , TAX MAP 1 LOT 14-1 40 ATO BE REMOVED I' ► ' J = _ ' ��E' t t �"' do VOL. 586 PG. 772 9, � r r 1 r f , Of , 36" OAK,, '� , t t `� �j11N ' IMF' 1- 2 ' \TO REMAtI�, \ �� �+ �r i r riMr ar w. 'riwrrrr` r • � � •C S79.24'55"W 124.50' `, , ,` S79'24 55"W 22.48 „/� c. W LQCATI ON MAP�o �. + 1 � CAPPED -PIN ` ' \ ` _ WF 11-1++�' r, F04NDA� `, �_, 1 " 1000' N N t ! /� to r r. 40" OAK !1 M i c'! �// _ r TO REMAIN `� ©h+ ,`, �. =_----- �- .. IaEM "'_- V, - �,� ! c ` 3i 13 W SERr -- S83•"iz4.o -` R" a--�.._ ' `; - r�, `' o ANNA LEE. r -• , / / 'vim ' // 1 �` \ , \,,{• L9 J ` s AND DONOVAN LEE ,� �• UP ' VOL. 301 PG. 430 r<V DE 00 ? h i� tri 60 30 0 60 120 180 momw 45 15 S31'52'53"E NOTES ; 47.26' 1. THIS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE AGENCIES SECTIONS 20-304b-1 THROUGH 20-3oob-20 AND THE "STANDARDS FOR SURVEYS AND OTHER LAND OF r MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CtNVNECTiCUT ASSOCIATION OF LAND SURVEYORS. ROBERT T. MISARSKI 1 9C. IT IS A PROPERTY SURVEY CONFORMING TO o SURVEYORs, INC. ON SEPTEMBER 26, 9 ♦ � HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T -D. BOUNDARY �AND MANUEL J. MISARSKI DETERMINATION /OPINION OF PERIMETER PROPERTY LINES IS BASED UPON A DEPENDENT RESURVEY OF THE MAP REFERENCED IN NOTE 2D. BOUNDARY DETERMINATION/OPINION OF PROPOSED N /F TAX MAP 1 LOT 14 PROPERTY LINES IS BASED UPON AN ORIGINAL SURVEY. THIS MAP iS INTENDED TO DEPICT THE N OF EXISTING CONDITIONS. PROPERTY LINES, LINES OF OCCUPATION, EASEMENTS AND GLENN L. SKINNER LOCATION E ENCROACHMENTS. AND CARMEN H. SKINNERS AREA = 502,489 sq. ft. a 2. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: A. "PLAN OF LAND OWNED BY MANUEL do SOPHIE MISARSKI SITUATE AT BUTLERTOWN ROAD do += 11.54 acres 1 PEMBER ROAD MONTVILLE & WATERFORD CONNECTICUT", BY: RUSSELL A. FRANSEN. SCALE: VOL. 182 PG. 442 1"=100' AND DATED: JULY 1981. " TY ROBERT T. do INGRID S. MISARSKI 222 BUTLERTOWN ROAD , B. "SUBDIVISION PLAN PROPER OF " ♦ °�, { TOWN OF WATERFORD, CONNECTICUT% BY: CLA ENGINEERS, INC.. SCALE: 1 -50 , DATED: ♦ � NOV. 2011 AND LAST REVISED: 4/18/12. " MANUEL M. MISARSKI 232 BUTLERTOWN ROAD C. LOT SPLIT PROPERTY OF ROBERT T. MISARSKI & M U • TOWN OF MONTVILLE. CONNECTICUT". BY: CL.A ENGINEERS. INC., SCALE: 1 "=40'. DATED: CP MARCH 2013 AND LAST REVISED: 6/28/13. SUBDIVISION OF LAND OF MANUEL J. MISARSKI �• D. TOPOGRAPHIC SURVEY AND BOUNDARY SURVEYSUED � 662 & ROBERT T. MISARSKI 230 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT", BY: FINN SURVEY , SCALE: 1"=100' AND DATED: OCTOBER 31. 2013. 3. THIS PARCEL IS ZONED "LIGHT INDUSTRIAL LI". SETBACK REQUIREMENTS ARE GENERALLY: FRONT YARD 50'. REAR YARD 50' AND SiDE YARD 30`. r ~ CONNECTICUT GRID SYSTEM ARE BASED ON THE MAP 4. BEARINGS SHOWN HEREON REFER TO THE REFERENCED IN NOTE 2B. 5. CONTOURS AND ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. Ot1NTY ♦ J g 1 ` t r { l' N FLOOD ZONE X AS DEPICTED ON FIRM NEW LONDON C THIS PARCEL iS LOCATED I + } , t , '� ;. • 6 CONNECTICUT (ALL JURISDICTIONS) PANEL 337 OF 554 MAP NUMBER 09011C0337G EFFECTIVE • JULY 1 2011. � ( , � , � � DATE. 8. _ �. o t t } t + >~ • 11,,, INLAND WETLAND � r'' t , • t � O r '� 7. INLAND WETLAND FLAG 1-1 WAS TAKEN FROM THE MAP REFERENCED IN NOTE 2B. \ 0•0 FLAGS 1-2, 1. 2 dt 3 WERE LOCATED IN THE FIELD. INLAND WETLAND FLAGS 4 THRU 17 WERE ' o - TAKEN FROM THE MAP REFERENCED IN NOTE 2D. WETLAND FLAGS FROM MAP 2B WERE DELINEATED ; ♦♦ 4 •'� �t + t ' ', wF 1s + t ` ; J ♦ _ ; , ' • , r '`, , ' . - ` - _ ' BY ROBERT C. RUSSO. SOIL SCIENTIST. WETLAND FLAGS FROM MAP 2D WERE DELINEATED BY , ` N•t� t i y '� , '\ `� RICHARD SNARSKi. SOIL SCIENTIST. ^OI O _ �r } , t y� `\ i t t y i ,' r t , , . +► �' , ` ' ' EXISTING 8. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON FIELD LOCATIONS AND r t g t = • ' 1 = N to ./ ' ' ' INFORMATION PROVIDED BY OTHERS. THEIR TRUE LOCATION MAY VARY FROM THOSE IN `tib 1 t ! 1 i ,`t/ '� �y,'} _ , ( o N No ' ; _ r , i r� ,'',� WELL NOT E SHOWN. UTILIZE THE "CALL BEFORE YOU DIG ♦ y X m + ' _ 1 +/ ` ' } ' t` t i i t �� ' + ALL UNDERGROUND UTILITIES MAY NO B . ' = i r' ► ANDt 1 + 4 (� , 1 � � t t i I J = t \ \ y r> i ( J J ! , t ..h•n., ! ! r! ! ! '-_`! - , \ � \ _' . UNDERGROUND UTILITIES. ♦ I . A ' t = _ ,--�' _ + , \ LOCATION ALL U t t 1 r = \ \ r', J r 1 , ► / 1 �' XC 2% j , I NUMBER (1 -SOD -922-4455) TO VERIFY THE LOG �, t , 0 i + t �j \ zs 00 , 9. TOTAL AREA OF LAND TO BE SUBDIVIDED IS 29.35 ACRES. f , , + , ,i Zp• ' M/ t , t ' \ ' ' = J 1 i ` 4 ( t S. G "} ' • , ; = 1 ♦ = J y \ f , t t ( i r� t t ( s ! , '143 r 1 ! ,' ytit ! SJ+`� �� (28.47 ACRES IN MONTVILLE AND 0.88 ACRES IN WATERFORD.) X 2 ( r 1 1w%14 ( { , 4 \ , SCALE iN FEET LEGEND OH w TP PT ■ r PROPERTY/STREET LINE BUILDING SETBACK LINE EASEMENT LINE INLAND WETLAND LIMIT UPLAND REVIEW AREA OVERHEAD WIRES EXISTING CONTOUR UTILITY POLE/GUY IRON PIPE/PIN/DRILL 'HOLE MONUMENT TREE LINE DECIDUOUS TREE CONIFEROUS TREE:: TEST PIT PERC TEST PROPOSED MONUMENT PROPOSED IRON PIN CURVE TABLE CURVE DELTA RADIUS LENGTH CHORD C1 28.06'10" - 120.00' 58.86' S77.04'49"W 58.27' C2 36.55'1 z" 70.00' 45.11' 572.40'20"E 44.33' LINE TABLE LINE BEARING DISTANCE L1 S66'29'33"W 20.85' L2 S73"56'40"W 42.53' L3 S70'4744"W 53.77' L4 S73'08'19"W 34.09' L5 S82'17'54"W 36.09' N /F ROBERT T. MISARSKI AND MANUEL J. MISARSKI � t t y 1 , 1 1 , l t t t ' �' ! i { = 1 r♦ / , t , ' / t r J/y + 1 A 'z a I = r r .�, r 1 t ; 1 1 t t t } r t'n 1 ► i (/ r 1 r �-� r r 1 �,t• t \i } , S } t l I' , r 1 1 ! r 1 17 Y` ( t r r 1- • r I` \ ( ••• \��• •'���Jr 'S '1 • \ , / r Jr f !( 2 •� 4opt I ' / i / _ = t 1 11 = t I` t t _ .rror r ! .✓ / :' r r r ! t 1 r �� _ , t Q►I { t t \ , ( t y 1ov t t r r t J ! }� ? �,rt n h r •�(1:'iG =` , t = �--' , } y 1 I = �11ft ( r 1 1 r + i r Y r� r •, ti y \ ! I , } t = } = 1 = , ' 1 r 1 ' ( ( / J r 1 r r ! X 2S%.� � �' t \ t `\ t +t l r t y ( ( = t 1 4 I t ,' ( i t ` J , ' i ! / \ �'' t ( = t 1_ i I Ax M Ar 1 LOT 14- 2' t I r 1 , i �,-�' r , r r ► J J t t i t = 1 ( , ( = r + ! ! r t r r r J jP = A R©XiM t ♦t t s t t ' + } I I i ( w 14 1= 1 1 t / r s t t r / i r r r ! r = L OF r 1 .o r ♦ �• \ ' ' I t } + \� ( } f I I � + 1 1 = 1 1 t = t r ! , t ; , 1 I = �/ ! r ! f / ! / s' � '! �% � � EXISTING � �� 1 _ , r f� AREA = 120 3b0 sq ftc r ! , / r , , J 3 , Y/''� J • i t I ` r ♦ r , \-/ r J r f SE M 40040 , ,/ 1 1 , i l , , 1 I i 1 ; ` i = = 1 t 1 \ t i 1 1 ' 2.76"acres . �( 1 ' t' / � +. t � i 1 t 1 1 r i � r r • Y ! ? 1 r r , 1 1 t i , t + t t 1 l 1 ! i ! i r , / r I ! J 9, `♦ 1 ! f i ! t r , ! y I t �IIE. t ' t t t t ( ( ► t / r ! = a ( = 1 ! ( X J X 256.4. . _ ! t t i = i = = 1 , , ! = z t J J 1 ! ! ( � f r tJ. � ! r I t = t ' ! ` r .�`�' � r � r GAR , • _ � / -� t OLD EXIS'hNG' t 1 i i 1 t I = f r , } ( ! t• _ , r � t t I r , , / � , " r , POOL HOUR, J S , 1 1 } ( t i t= 1 t 1 , t , ! ! r ///I ! �� / t _ '•�, t 1 �' l ♦ t ! t ( t = 1 , t , t I t ! = 1 = 1 r , ` f ( ! ! /' / � �Y+,,��� / t r \ �"�"1 ` � } i r ? t ' + Jf t ! , 1 t I ( t t = ! :, 1 1 1 , t 1 ! f I 7 ! 1 � ` ' ' /� r / ♦�' / t� `. �- ` .\ C r , r \ , r L`� r / / r r A IMA , _ ! 1 =!! I r t 1 , r ♦ J t ! +' , r r r _♦_ ` 1 I ! J ��• / �"`^� P T L A ON 1 1 t 1 f 1 ( 1 I I = t ! A r N /C / , 1 J f 1 ! l t ( , 1 ! t I�'� / ! j r r r 7F7 �-� �J (STI ` F- ♦ � t Ir f� J = i 1 vv tt 1 ' I 1 1 r.i ! , ! i ( i t � { r J ! ! � ♦ , /r r' / % . J � 7 APPRO BY S HEAL DI TRICT IV 1 10.19�1ID DATE APPROVED BY THE MONTVIL PANNING AND ZONING COMMISION o CHAIRMAN/ TARY 15ATE OWNER: ROBERT T. & MANUEL J. MISARSKI c 147 WAWECUS HILL ROAD BOZRAH. CT 06334 '. DEVELOPER: E.L.K., LLC 24 SALTUS DRiVE OLD SAYBRIK, CT 06475 MICHAEL A. AND • ! t t = t t ( r J J 1wFlar f/ t=, 1 1 = J r ,' J , ,,�;-'�- ti c r I + / ,,.--; r SE TIC YS t , •-- • , , 1 1 r ( ( = 1 , t / ' ( c I 'r 1 ( r t = + t ( / la ` \ PATRICIA B. PALMER _ ' ' / ( i = t UPLAND REVIEW" REa �TA)C AP 1 LOT 1-3 �' • t 1 r ! ( ( t t J I ( 1 t 1 1 t i ,_ ! t 1 , ! r , / , \ I I I J t , 1 ! ( 1 ( ( f ! 1 t 7 1 r' / ! / I � ! t .E ! . ' \� \ 5924 CA O i IAll. ! , ( r 1 ! r J t 1 r r i i t + f r rr rt , , / r r // J / / _ _ , \ VOL. 276 PG. 4C 3 • )ft. ,` r' AREA 11523,498 sq., t ! r � r ' r s ! r � J t = 1 t = t r r 1 s ! , ,,, �_ y J t r 1 !r WF 7 1 r s / I r ! / ! t 4X 12 01 acres j� •. ,=it 1 (r i l 1 4 � ! !r ` /' i r / f ` !! •• j . ,�„� �,,,..,'�` ti•--•-^ t, ,� t � ♦ t � � \ ! 1 , i t = _ ! ( 1 r � r r r � -�• �_ r''c' f t 1 ,� � t / r t , r t I ! ( i , ! 1 � i l t 4 i ;, i I t i f i t f r I r r ! / / ` / , � .....---- °'1. �,-%.,...`,1'"` 1 t {�lr-•��' �_�;, r ,{,. ••+�'�••��' 1 �* t l ,, ani/ ', , I 1 J , ! , t r , r , = t t 1 1 1 t = t 1 = •� I 1 1 1 r ( J r ,! Il 1 / i' !/ I /-------- ( •4 ,! , i �r X f ' t ` } t ,1 cs wrM / ! r = t 1 t r 1 s 1 1 f _�---- 527• .. J_ t t t \ l 1 ! f t i I t t ( t t r / / / 1� �♦ 4} • 1 '! t r f r 1 AL = Wl• t = a" , \ \ \ .'b►♦ ' f ! 1 t r! 1 f r1 1 , / I` _ `\ 1 1 ► 1 , ! , f 11 rr rr ! J , J r �} 3.32'16 E N7 ...•� X 252.2 `1► �, + 1 1 r • 1 1 � t ! � r t 1 = f t + 1 s r r EXISTING TRAIL 1 1! r J �r r , / 37i .. r• •. \ � s / t � , !! ` r'' ! I , J J O ' t ' ! i t r 1 / , t 1} t t t l l r i f 1 1 ` ! r r ' ! pr ,1�y.� ( 1 1 7►�` ': / ,p`/ t ,! t / t 1 i WFr ' t t , 1 ct ' ' ( 1 rr r r ! ! / !r ! r , ! ! ` ! / ; YYJ''ii„, N�111 ! J i l 1 t t �'WY(b�Il � r {r 1 / ! / ! 1 r �, � �r� I . j�"' � �"r�r'Y','tt t ♦ ` ' \ r l 1 r , ! ! 1 1 , 1J , r1 1 , I ( i t f 1 ( � '� 1 r 1 1 ! / ! 1 rl \ •..: '.` _ � ` "' t9, � \ \ r ! ! 1 t i , ! I 1 r , r 1 N , ` AL \ /\ ' ` ` J = 1� = r I ' , s ' 1 t J J r r ' ' ! ! r ' , j l T 14-x4 ! ! i r 1 ,4 t , i , , i c , 1 t f/ 1 l\ r r r _ _ TAX MAP 1 LO ` / V ALr \ AL r .te 1 s ! ( 1 t , 1 1 / I 1 I , l!� t -.1,- -N .`� 1 11 / '\ 1 ' 1 1 t 1Ytt ! 1 J ! 1 r �, Int .9 CL ! f 1 t , r i = / / I I t , � PT A \ ♦ \ � ;` r -- • I i •t 1 J i t r r r r 3 � t , I i t ! r / 1 J 1 1 1 �s , ` t N F \` ♦ \. , � 1 f t ' (1 J t t4 " rr , ` J , , J r 1 ( , ' ' --AREA = 94 243 ft. \ � � = f t PROPOSED TRAIL I fi \ � � t r � , \ �► i , t ! t ) i , 1 i i I i} 36 OAK / r r J 1 r� i p \ ts► CHRISTINE MARR, \ / ! t , J r r t 1 I 1 r 1 1,_ t 1 J r! t r, i \ 1 , t , ! f 1 ! Wfx 3 r r ? 1 } ► / / 1 / , r r t 1 , 216 aCPC3 \ ET AL. \ ` , _ ,! ' •• / ROTTED STUMP f t ' T0, REta(AIN ` \ t , ! t J r 1 t r ! t \ 1 1 TO BE REMOVED f f 1 1 , , �/ , , ! 1 , , 1 r 1 , tT r \ 1 t , i t , , .1, i t J / ! r S 1 f t # t \ t t 1 f f 1$ r ' �li(,t 1 r / J f t } , I r , 1 t \ ♦ x• ` \ . r I ! ! t ! r 1 / t r ' 1 1 f = I 1 t + 1 ( } 1 f 1 I J 1 1 t 1 1 1 !\ i �• '\ ' _ r ... \ t \ ♦ l \ _ _ - I I r / , ! / 7 r 21_L' t \ t � `\ \ � � fr .-L -,.•� ,J ► ','_-_ _�" r. !1 / r �r / J t , t 4 t t �, � M �-1t �r f t r + r ! r jre� z _. ' ` � �t .. f . / ' 1• \, t t `\ J r 1 J t i rr ! ! f ' !' _40 OAK WF 4 1 ' I t t t ` +t =°' ( ! ; °° ' J ! t t ! r r , f , f. J ! I t ► , \ 1 , t ,O C APOED,' PIN r r r O C/�'PPED PIN \ , TO REMAfN t J ( + 1 ! r I • _ _ / 546.39' r t rl TOWN OF ; M ON TVI�.LE !' • 6N.45' ,' ' f / ' ` S79.24'55"W ' wF ,L2 t r FOUND f 13 78 t FOUND 6710 74 r r•..rrwrr•. r r'{. r rw.r rr ./r ��� r� f 1 \ \ i , i 1 - ♦ f , ! • -/- , , ��r r ✓ r r �; r .� / r �.wrwi�� r t , C .rr .r. •rr .r r wr - ... r +� r .. � r r �rur� r �r�� r y"' ' , _Q \ t I r t ■ \ 1 r - _ r w t •'�• \ .�,..,., '"'C'•""""" 731.9�T TONIN OF rWATER ORD / / t 1n3•s3.• { 124.50 w� �• , 1 i ( t t I , , J , T S79"�4 55 �Y \ t _ \ . _ - AREA = 19 309 , �q. ft. r . r a a o N �� 25A' 1 a t \ ! J t ! r r , �� j+'� _ \ �,w„y _' ,=r \ \ I tc� o� M +`� e.1 d` v y `r cg t7 �o 1_d)\1 c�` f>a Rw t \ y 1 , / t f ( 1 r �6 ♦ ` -'„ =__....�� r r - ♦ N �y N tv N N N t1t ry t•! tv 4_y N Nt O ` t t v W58* / 640 58 / _ ' -,.% 33r1 O w I , , Rr ( .r r r r •�� rt .....mow .r +rr _ �► w�.�riwrawr �_-" o r Tww� r T .► r r r w �wwww(r - y f r_ I' �� • "// , 124 ; ( �,1, '•,``' EXISTING TRAIL N �t ._ N AREA 180,956 sq. ft'. - , --,. - `` R, _RpAp , ,�, .- -�-=-' �.. ----.. ." / .�. S71 -20-47'W CAPPED s10'3 05 E ARCHAMBAULT GEORGE J. RUSSELL, JR. N3T4T10"w ' s.. -�. f `, -' ..--' 18 ' "x.41 'zT� t - =954•x- W_-,ge -.� .,.-- �-'RYAN J. �--. .51 L ..L4, 17.57 PIN 2s.22 AND ALYSHA M. ARCHAMBAULT AND SAMARA D. RUSSELL DAVID yi .ANC'�IINO, .• 37.63' / ---. '�" ---- `---� R�280.00 N /�• - 562'32'39"W FOUND - :; - M d --�-.. L=92.10' " '� ' • 19 01' E 1148690.28 ORIGINAL INK DRAWING ,, t " cnss72'2711 w ROY C. BALDI AND MARY M. RAI DI ss1.3s•5�"w VOL 1435 PG 171 VOL. 1255 PG. 180 I�' mo 8$'52'10"W 301 47 w 91.69' • 40.83 31,03 VOL. 549 PG. 775 27.69• Co _j oaor<a to rn M ob *10)1~1~I6Z1 DATE: AUGUST 8, 2016 SCALE: 1"-60' N W � N � W �a a W 2 _j O Co VZ r$ ®d Ll V W d, < 980- W Z 04 Y d - �d W OR R, Co _j oaor<a to rn M ob *10)1~1~I6Z1 DATE: AUGUST 8, 2016 SCALE: 1"-60' DEEP TEST PIT DATA DATE: 11/7/13 BY: UNCAS HEALTH DISTRICT (SEE NOTE #113 ON SHEET 1 OF 2) TP #13 0-10" TOPSOIL 10"-22" ORANGE -BROWN FINE SANDY LOAM 22"-66" COMPACT GRAY MOTTLED FINE SAND NO MOTTLING GROUNDWATER O 97" NO LEDGE RESTRICTIVE ® 24" (REFUSAL) TP #14 0-10" TOPSOIL 10"-42" ORANGE -BROWN FINE SANDY LOAM 22"-68" GRAY FINE SAND WITH SILT MOTTLING ® 42" NO GROUNDWATER NO LEDGE RESTRICTIVE ® 42" TP #15 0-10" TOPSOIL 10"-27" ORANGE -BROWN FINE SANDY LOAM 27"-68" GRAY FINE SAND WITH SILT MOTTLING ® 27" NO GROUNDWATER NO LEDGE RESTRICTIVE @ 27" TP #16 0-10" TOPSOIL 10"-22" ORANGE -BROWN FINE SANDY LOAM 22"-60" GRAY FINE SAND WITH SILT MOTTLING @ 22" NO GROUNDWATER NO LEDGE RESTRICTIVE @ 22" TP #17 0-10" TOPSOIL 10"-37" ORANGE -BROWN FINE SANDY LOAM 37"-58" GRAY MOTTLED FINE SAND MOTTLING CSD 37" NO GROUNDWATER NO LEDGE RESTRICTIVE ® 37" TP #18 0-10" TOPSOIL 10"s-41" ORANGE -BROWN FINE SANDY LOAM 41 "-57" GRAY FINE SAND WITH SILT MOTTLING ® 41" NO GROUNDWATER NO LEDGE RESTRICTIVE CSD 41" PERCOLATION TEST DATA DATE: 11/8/13 BY: UNCAS HEALTH DISTRICT (SEE NOTE #1 B ON SHEET 1 OF 2) TP #7 10 MIN./INCH TP #8 10 MIN./INCH TP #9 11 MIN./INCH TP #10 13 MIN./INCH SANITARY SYSTEM DESIGN CRITERIA - LOT #14-2 DESIGN GROSS REQUIRED LEACHING EFF. LEACHING AREA REQ'D TANK TANK CAPACITY PERCOLATION RATE FLOOR AREA LEACHING AREA SYSTEM TYPE LEACHING AREA PROVIDED CAPACITY PROVIDED LESS THAN 10.1 PERCOLATION RESTRICTIVE LAYER 62.0 L.F. (31 UNITS) OF 5.1 - 10.0 365.8 S.F. 30 1.67 (1) MINS./INCH (1) 5,000 S.F. (2) 333.33 S.F. (2) GEOMATRIX GST 6206 5.9 S.F./L. F. (5.9 S.F./L.F. x 62.0 L.F.) 1,000 GALLONS 1,000 GALLONS STAKE "A" . "' STAKE B LEACHING SYSTEM MANUFACTURER'S � I� I� I I� 11-III=III- I I-1 I I -III- co I I -III-III-J-III-III ill -III- COUPLER OR BIND1�11�111-III=11 -I I1=1 11=1 I I -III- I - - 7_91 (1) PERCOLATION RATE OF 10 MIN./INCH FROM PT #7. (2) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW: DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D. E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE _ (500 G.P.D.) / (1.5 G.P.D./E.L.A.) = 333.33 S.F. MLSS COMPUTATIONS - LOT #14-2. RESTRICTIVE LAYER GROSS PERCOLATION HYDRAULIC HYDRAULIC FLOW FACTOR PERCOLATION MLSS REQUIRED MLSS PROVIDED FLOOR AREA FLOOR AREA RATE GRADIENT FACTOR (HF) (FF) FACTOR (PF) (HFxFFxPF) PERCOLATION RESTRICTIVE LAYER 5,000 S.F. (1) 5.1 - 10.0 61 %-8.0% (3) 30 1.67 (1) 1.2 60.1 FT. 62.0 FT. (1) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW: DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P.D. FLOW FACTOR (NON-RESIDENTIAL) = FF = DESIGN FLOW / 300 = 500 G.P.D. / 300 = 1.67 (2) PERCOLATION RATE OF 10 MIN./INCH FROM PT #7. (3) PER THE CONNECTICUT PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN GRADIENT OF THE LEACHING SYSTEM. THE APPROXIMATE GRADIENT BETWEEN CONTOUR 252 AND 256 NEAR THE SOUTH-CENTERAL PORTION OF THE PROPERTY IS (256' - 252') / 55'f = f7.3%. SANITARY SYSTEM DESIGN CRI ;TERIA - LOT #14-3 DESIGN GROSS REQUIRED LEACHING EFF. LEACHING AREA REQ'D TANK TANK CAPACITY PERCOLATION RATE FLOOR AREA LEACHING AREA SYSTEM TYPE LEACHING AREA PROVIDED CAPACITY PROVIDED LESS THAN 10.1 PERCOLATION RESTRICTIVE LAYER @ TP #14 = 42"t 16.0 L.F. (8 UNITS) OF 5.1 - 10.0 MINS./INCH (2) 94.4 S.F. 36 0.33 (1) MINS./INCH (1) 832 S.F. (2) 66.67 S.F. (2) GEOMATRIX GST T 206 5.9 S.F./L. F. (5.9 S.F./L.F. x 16.0 L.F.) 1,000 GALLONS 1,000 GALLONS STAKE "A" . "' STAKE B LEACHING SYS E MANUFACTURER'S � I� I� I I� 11-III=III- I I-1 I I -III- co I I -III-III-J-III-III ill -III- COUPLER OR BIND1�11�111-III=11 -I I1=1 11=1 I I -III- I - - 7_91 (1) PERCOLATION RATE OF 10 MIN./INCH FROM PT #8. (2) EXISTING 832 S.F. OFFICE BUILDING ON LOT, PER TAX ASSESSOR'S INFORMATION. SEE CALCULATIONS BELOW: EMPLOYEES = (832 S.F.) / (200 S.F./EMPLOYEE) = 5 EMPLOYEES DESIGN FLOW (OFFICE BUILDING) = 5 EMPLOYEES X 20 G.P.D./EMPLOYEE = 100 G.P.D. E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE = (100 G.P.D.) / (1.5 G.P.D,/E.L.A.) = 66.67 S.F. MLSS COMPUTATIONS - LOT #14-3 RESTRICTIVE LAYER GROSS PERCOLATION HYDRAULIC HYDRAULIC FLOW FACTOR PERCOLATION MLSS REQUIRED MLSS PROVIDED DESIGN FLOW FLOOR AREA RATE GRADIENT FACTOR (HF) (FF) FACTOR (PF) (HFxFFxPF) PERCOLATION RESTRICTIVE LAYER @ TP #14 = 42"t g32 S.F. (1) 5.1 - 10.0 MINS./INCH (2) 1.0%-2.0% (3) 36 0.33 (1) 1.2 14.3 FT. 16.0 FT. (1) EXISTING 832 S.F. OFFICE BUILDING ON LOT, PER TAX ASSESSOR'S INFORMATION. SEE CALCULATIONS BELOW: EFF. EMPLOYEES = (832 S.F.) / (200 S.F./EMPLOYEE) = 5 EMPLOYEES TANK CAPACITY PERCOLATION RATE DESIGN FLOW (OFFICE BUILDING) = 5 EMPLOYEES X 20 G.P.D./EMPLOYEE = 100 G.P.D. SYSTEM TYPE LEACHING AREA FLOW FACTOR (NON-RESIDENTIAL) = FF = DESIGN FLOW / 300 = 100 G.P.D. / 300 = 0.33 PROVIDED (2) PERCOLATION RATE OF 10 MIN./INCH FROM PT #8. 72.0 L.F. (36 UNITS) OF (3) PER THE CONNECTICUT PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN MINS./INCH (1) GRADIENT OF THE LEACHING SYSTEM. THE APPROXIMATE GRADIENT BETWEEN CONTOUR 252 AND 256 NEAR THE CENTER OF THE PROPERTY IS (256' - 254') / 130't = ±11.5%. 5.9 S.F./L. F. (5.9 S.F./L.F. x 72.0 L.F.) SANITARY SYSTEM DESIGN CRITERIA - LOT #14-4 DESIGN GROSS REQUIRED LEACHING EFF. LEACHING AREA REQ'D TANK TANK CAPACITY PERCOLATION RATE FLOOR AREA LEACHING AREA SYSTEM TYPE LEACHING AREA PROVIDED CAPACITY PROVIDED 10.1-20.0 PROVIDED AVG. RESTRICTIVE LAYER @ TP #15, #16, #17 & #18 = 31.8"t 72.0 L.F. (36 UNITS) OF 10.1 - 20.0 MINS./INCH (2) 424.8 S.F. 28 1.67 (1) MINS./INCH (1) 5,000 S.F. (2) 416.67 S.F. (2) GEOMATRIX GST 6206 5.9 S.F./L. F. (5.9 S.F./L.F. x 72.0 L.F.) 1,000 GALLONS 1,000 GALLONS STAKE "A" . "' STAKE B LEACHING SYSTEM MANUFACTURER'S � I� I� I I� 11-III=III- I I-1 I I -III- co I I -III-III-J-III-III ill -III- COUPLER OR BIND1�11�111-III=11 -I I1=1 11=1 I I -III- I - - 7_91 (1) PERCOLATION RATE OF 11 MIN./INCH AND 13 MIN./INCH FROM PT #9 AND PT #10, RESPECTIVELY. (2) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW: DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.PeD. E.L.A. REQUIRED (NON -PROBLEMATIC SEWAGE) = DESIGN FLOW / APPLICATION RATE _ (500 G.P.D.) / (1.2 G.P.D./E.L.A.) = 416.67 S.F. MLSS COMPUTATIONS -- LOT #14-4 RESTRICTIVE LAYER GROSS PERCOLATION HYDRAULIC HYDRAULIC FLOW FACTOR PERCOLATION MLSS REQUIRED MLSS FLOW / 300 = 500 G.P.D. / 300 = 1.67 FLOOR AREA RATE GRADIENT FACTOR (HF) (FF) FACTOR (PF) (HFxFFxPF) PROVIDED AVG. RESTRICTIVE LAYER @ TP #15, #16, #17 & #18 = 31.8"t 5,000 S.F. (1) 10.1 - 20.0 MINS./INCH (2) 4.1-6.0% (3) 28 1.67 (1) 1.5 70.1 FT. 72.0 FT. (1) POSSIBLE 5,000 S.F. INDUSTRIAL BUILDING ON LOT. SEE CALCULATIONS BELOW: DESIGN FLOW (INDUSTRIAL BUILDING) = 5,000 S.F. X 0.1 G.P.D./S.F. = 500 G.P,D. FLOW FACTOR (NON-RESIDENTIAL) = FF = DESIGN FLOW / 300 = 500 G.P.D. / 300 = 1.67 (2) PERCOLATION RATE OF 11 MIN./INCH AND 13 MIN./INCH FROM PT #9 AND PT #10, RESPECTIVELY. PER THE CONNECTICUT PUBLIC HEALTH CODE, THE HYDRAULIC GRADIENT CAN BE CALCULATED USING THE PERCENT SLOPE OF THE NATURALLY OCCURRING GRADE WITHIN AND AT LEAST 25' DOWN GRADIENT OF THE LEACHING SYSTEM. THE APPROXIMATE GRADIENT BETWEEN CONTOUR 252 AND 256 NEAR THE CENTER OF THE PROPERTY IS (256' - 252') / 80'f = f5.0% AND BETWEEN CONTOUR 252 AND 256 NEAR THE CENTER OF THE PROPERTY IS (256' - 254') / 45't = f4.4%. POSTS ® 10' O.C. 10"SQ. 8"SQ 1 „ CHAMFER TOPS 4"x8" RAIL i� \ WOOD END POST oN FINISHED GRADE -� I -1 I I III 11=1 11=J I I-�' � ►� I � I I- I I�' � TIMBER GUIDE RAIL NOT TO SCALE Approved by the Uncas Health District 1 n a Lle Date Approved by the Montville Planning and Zoning Commission ignature Date 0c 0 L J O U- M o M muj0.0TM D �COoo CD , oo o0 Ingauj a0poa, CC Q w w ko M �g3:zt; a a(aW_�zi 00 :5a(n = air-,b5t-oa� 2"x2"x4'-0" STAKE; ANGLE w 100' UPSLOPE FOR STABILITY z & SELF CLEANING (MAXIMUM STAKE SPACING 7'-5" ON SECTION "B" CENTER) STAKE "B" 3'-6" HIGH WIRE BACKING 4'-0" HIGH J SYNTHETIC FILTER FABRIC STAKE "A" � FINISHED SECTION "A„ GRADE 6" 00 SECTION "B" FLOW r- STAKE "A" . "' STAKE B 11=1 I FI I I- 11- I F -I i 1=1 I I-1 I N I 1=1 11-1 I I I I I=1 11=1 I I MANUFACTURER'S � I� I� I I� 11-III=III- I I-1 I I -III- co I I -III-III-J-III-III ill -III- COUPLER OR BIND1�11�111-III=11 -I I1=1 11=1 I I -III- I - - 7_91 WITH WIRE Fi 11=1 I F -1I i = - -I I I -I I I -I I I -I I I III=1 I I III- -�' -I I I -I I I==I I I -I I1II=1 11=1 11=1 SECTION "A" 11=1 I 111=111=1 I I -I I' =M11111111r � II II 1 1REE 11111111111; BACKFILL -I 11=1 11=1 11=1 I III=1 11=1 11=11I �I I- COUPLING OF ADJACENT STAKES I I -I 11=1 11=1 11=1 11=1 11=1 11=' =1 I I -I I F9 11=1 I �I 1 I-11-11' SU B GR AD E I H I 1-1-I 11=1 11=1 11= NOTES: 1. ALL SILT FENCE SHALL BE INSPECTED PERIODICALLY AND AFTER ALL RAINFALL EVENTS. REPAIRS SHALL BE MADE IMMEDIATELY TO KEEP THE SILTATION CONTROL BARRIER EFFECTIVE. SILT FENCE BARRIER NOT TO SCALE POSTS ® 10' O.C. 10"SQ. 8"SQ 1 „ CHAMFER TOPS 4"x8" RAIL i� \ WOOD END POST oN FINISHED GRADE -� I -1 I I III 11=1 11=J I I-�' � ►� I � I I- I I�' � TIMBER GUIDE RAIL NOT TO SCALE Approved by the Uncas Health District 1 n a Lle Date Approved by the Montville Planning and Zoning Commission ignature Date 0c 0 L J O U- M o M muj0.0TM D �COoo CD , oo o0 Ingauj a0poa, CC Q w w ko M �g3:zt; a a(aW_�zi 00 :5a(n = air-,b5t-oa� _Q W H � oC p U cn j Z J ,� D 1 W U LnQ � Lu CV b D Z w = z U p o Z III-r-1`� 0 0- Ce 0 U w p%% V) U. Z J C6 in 3: -j w p Q F- Q Z Q w _ p 0 CL W � F_ M M J N H O DATE: AUGUST 29, 2016 SCALE: AS NOTED DRAWN BY: RG CH KD BY: SM, JW DWG. NO.: ST -1 SHEET NO.: 2 of 2 JOB NO.: 2016-318 o m w w z w�Q 0� o V > � m m z O =� mCD"��Q J X:E M D CD z Z O d- N O 11--Q J W o z z z 5 o CL U- z 0 V) 0 Z 3 z ~o I - z Jw O Ld oC_) a a CL z W O J Q 0 C., o a Q z Z) w w a V) z O Of to M r H to O\ .- QQ O _Q W H � oC p U cn j Z J ,� D 1 W U LnQ � Lu CV b D Z w = z U p o Z III-r-1`� 0 0- Ce 0 U w p%% V) U. Z J C6 in 3: -j w p Q F- Q Z Q w _ p 0 CL W � F_ M M J N H O DATE: AUGUST 29, 2016 SCALE: AS NOTED DRAWN BY: RG CH KD BY: SM, JW DWG. NO.: ST -1 SHEET NO.: 2 of 2 JOB NO.: 2016-318 o m JC:) w�Q 0� o V > � m Uwe LJ w z O =� mCD"��Q X:E _Q W H � oC p U cn j Z J ,� D 1 W U LnQ � Lu CV b D Z w = z U p o Z III-r-1`� 0 0- Ce 0 U w p%% V) U. Z J C6 in 3: -j w p Q F- Q Z Q w _ p 0 CL W � F_ M M J N H O DATE: AUGUST 29, 2016 SCALE: AS NOTED DRAWN BY: RG CH KD BY: SM, JW DWG. NO.: ST -1 SHEET NO.: 2 of 2 JOB NO.: 2016-318 Lim 00 0 W•• i0000 •W N S TOWN OF EAST LYME `y o vAF�Z 14#010 IlL LOCATION MAP 1 "=1000' SOILS LEGEND UNIT NUMBER UNIT NAME REQUIRED RIDGEBURY, LEICESTER, AND WHITMAN 3 SOILS, 0-8% SLOPES, EXTREMELY STONY MIN. LOT AREA WOODBRIDGE FINE SANDY LOAM, 3-8% 45B SLOPES 94,243± S.F. WOODBRIDGE FINE SANDY LOAM, 0-8% 46B SLOPES, VERY STONY 200.72 FT. WOODBRIDGE FINE SANDY LOAM, 3-15% 47C SLOPES, EXTREMELY STONY 63.3 FT. (EX HOUSE) 116.0 FT. (EX. ACCESSORY STRUCTURE) CANTON AND CHARLTON SOILS, 60D 15-25% SLOPES PAXTON AND MONTAUK FINE SANDY 84B LOAMS, 3-8% SLOPES REAR YARD PAXTON AND MONTAUK FINE SANDY 85B LOAMS, 3-8% SLOPES, VERY STONY 60 30 0 60 120 180 ' 45 15 SCALE IN FEET COLONEL LANDSCAPING, LLC #276 BUTLERTOWN ROAD / NOTE: ALL SOIL TYPES AND DELINEATION LINES WERE APPROXIMATED PER NATURAL RESOURCES �+ a PT A CONSERVATION SERVICE'S SOIL MAP DATABASE. Q N /F �% x wF 1 ANNA LEE & `V DONOVAN LEE •ti h #288 BUTLERTOWN ROAD / Off' GENERAL NOTES: / 1. THIS PLAN WAS COMPILED USING THE FOLLOWING REFERENCE MAPS: A) A CLASS A-2 SURVEY MAP ENTITLED "RECORD SUBDIVISION MAP, THE E.L.K. SUBDIVISION, N /F TAX MAP 1 LOT 14, 230 BUTLERTOWN ROAD, MONTVILLE, CONNECTICUT", SCALE: 1"=60', GLENN L. SKINNER & DATED: AUGUST 8 2016, WITH REVISIONS THROUGH SEPTEMBER 23, 2016, PREPARED BY CARMEN H. SKINNER ANNINO SURVEY, LLC. #11 SILVER FALLS ROAD B) A CLASS A-2 SURVEY MAP ENTITLED "TOPOGRAPHIC SURVEY AND BOUNDARY SURVEY SUBDIVISION OF LAND OF MANUEL J. MISARSKI & ROBERT T. MISARSKI, 230 BUTLERTOWN ROAD, MONTVILLE, CONNECTICUT", SCALE: 1"=100', DATED: OCTOBER 31, 2013, PREPARED BY FINN SURVEY. DRIVE OLD SAYBROOK CT 06475 ZONING DATA TABLE MONTVILLE LIGHT INDUSTRIAL 'LI' DISTRICT ITEM REQUIRED PROPOSED LOT #14-2 PROPOSED LOT #14-3 PROPOSED LOT #14-4 MIN. LOT AREA 80,000 S.F. 120,350± S.F. 523,098± S.F. 94,243± S.F. MIN. FRONTAGE 200 FT. 241.05 FT. 200.72 FT. 213.94 FT. FRONT YARD 50 FT. 63.3 FT. (EX HOUSE) 116.0 FT. (EX. ACCESSORY STRUCTURE) 60.3 FT. (PR. OFFICE) (1) 99.5 FT. (CONCEPTUAL BUILDING) (2) SETBACK 127.1 (EX. BARN) 167.9 FT. (EX. ACCESSORY STRUCTURE) REAR YARD 50 FT. 367.3 FT. (EX. BARN) 420.9 FT. (EX. ACCESSORY STRUCTURE) 1,193± FT. (EX. ACCESSORY STRUCTURE) 360.3 FT. (CONCEPTUAL BUILDING) (2) SETBACK 445.0 FT. (EX. HOUSE) 1,282± FT. (PR. OFFICE) (1) SIDE YARD SETBACK (NORTH) 30 FT. 56.0 FT. (EX. BARN) 162.0 FT. (EX. HOUSE) 46.5 FT. (EX. ACCESSORY STRUCTURE) 40.9 FT. (CONCEPTUAL BUILDING) (2) 173.4 FT. (EX. ACCESSORY STRUCTURE) 54.2 FT. (PR. OFFICE) (1) SIDE YARD SETBACK (SOUTH) 30 FT. 32.0 FT. (EX. HOUSE) 47.1 FT. (EX. ACCESS RY STRUCTURE) 93.6 FT. (PR. OFFICE) (1) 108.4 FT. (EX. ACCESSORY STRUCTURE) 38.6 FT. (CONCEPTUAL BUILDING) (2) 140.3 FT. (E .BARN) MAX. BUILDING HEIGHT 50 FT. <50 FT. (EX. HOUSE) <50 FT. (EX. HOUSE/PR. OFFICE) (1) <50 FT. (CONCEPTUAL BUILDING) (2) 0 a� cA CP #6928 L. THE APPLICANT IS JOHN C. ELLIS OF 24 SALTUS (1) EXISTING HOUSE ON LOT #14-3 WILL BE CONVERTED TO AN OFFICE. FUTURE SITE PLAN APPROVAL REQUIRED (SEE GENERAL NOTE #4). 3. THE SUBJECT PROPERTY IS LOCATED WITHIN THE 'LIGHT INDUSTRIAL - LI' ZONING DISTRICT. i (2) CONCEPTUAL INDUSTRIAL BUILDING ON LOT #14-4 SHOWN FOR CONCEPTUAL PURPOSES. LOT #14-3 LIES WITHIN FEMA FLOOD HAZARD ZONE X. N j 4. THE APPLICANT IS PROPOSING A 3 -LOT SUBDIVISION FOR THE SUBJECT PROPERTY. THE 45B • �V � �o � 45B+ `✓ EXISTING BUILDINGS, SEPTIC SYSTEMS AND DRIVEWAYS CURRENTLY ON THE LOT WILL REMAIN 0 0% t 1 N 1� 60D N AND THE EXISTING HOUSE ON LOT #14-3 WILL BE CONVERTED TO AN OFFICE. THE SEPTIC o � i \ t, ' ` i ' �i 84B PRESERVATION AREAS ARE SHOWN FOR CONCEPTUAL PURPOSES ONLY. NO LOT DEVELOPMENT / � cp ' , , + ' \ A : ' WP 1,7 , IS PROPOSED AT THIS TIME. PRIOR TO ANY LOT DEVELOPMENT OR CONVERSION OF EXISTING 0 °' r ' HOUSE ON LOT #14-3 TO AN OFFICE, A COMPLETE SITE PLAN SHALL BE PREPARED, \ �'� `Oo 1 I VI -0 '1 \ r' I REVIEWED AND APPROVED IN CONFORMANCE WITH ALL APPLICABLE LOCAL REGULATIONS. + O:�CP LEGEND PROPERTY/STREET LINE PROPOSED LOT LINE ADJACENT PROPERTY/STREET LINE BUILDING SETBACK LINE EXISTING EASEMENT LINE FLOOD ZONE WATERCOURSE INLAND WETLAND BOUNDARY 50' UPLAND REVIEW AREA EXISTING CONTOUR EXISTING BUILDING/STRUCTURE TEST PIT LOCATION PERC TEST LOCATION WETLAND FLAG LOCATION EXISTING SPOT GRADE UTILITY POLE/GUY ANCHOR CONCRETE MONUMENT IRON PIPE/PIN PROPOSED MONUMENT PROPOSED IRON PIN APPROXIMATE TREE/BRUSH LINE EXISTING STONEWALL WETLAND AREA APPROXIMATE SOIL TYPE DELINEATION LINE INLAND WETLAND DATA TABLE NOTES QUANTITY TOTAL WETLANDS ON PROPERTY (IN MONTVILLE) 336,200± S.F. OR 7.72± ACRES TOTAL WETLANDS DISTURBED NONE TOTAL PROPOSED WORK WITHIN UPLAND REVIEW AREA <400 S.F. OR <0.01 ACRES SEE GENERAL NOTE #5. ROBERT T. MISARSKI & NC5MANUEL J. MISARSKI BUTLERTOWN ROAD W03 F ,1'� 1 I r , ' I ' c�,M ,,� ' /' �2`�j/ EXISTING` / 4 rn 1 1 1 ..\ t + + + / / WELL , �? \ \ 5. THE PURPOSE OF THIS PLAN IS FOR REVIEW BY THE MONTVILLE PLANNING AND ZONING �p I , I \ ' , �1 I ' r� r ' '' ' ' - + CP { N'.N cA Q r 1 r .. \ .. t. t 1 \ 1 , , ' , + w r ,'�lb \ \ ` cS� 1 \ COMMISSION FOR SUBDIVISION APPROVAL AND BY THE UNCAS HEALTH DISTRICT FOR \ O �, I I t \ \ \ , , \ , 6' , 5h / / + #6174 COMPLIANCE WITH THE CONNECTICUT PUBLIC HEALTH CODE. INLAND WETLANDS DETERMINED NO O' 1 J I I 1 , y . \ /X' \ ! lJ N Cr` I / , , / r , / / �� �• � � .� o r ; , �" .. 1 . \.. \ ...\ \..\ •1 t \ I r � � N w .� , / / , / i , / � P W / + � EXISTING PERMIT IS REQUIRED AT THEIR 9/15/16 MEETING. 4� I , + /� , \ , �, o N �' tv , / , RC?� (, \ % : , , \ i + 1 1 . , �.. . /i WF 15 1 i , N / N W , , r r / , �rrT/ t \ DRIVE 6. LOTS #14-2 AND #14-3 ARE SER�/ED BY PRIVATE WELLS AND SUBSURFACE SEWAGE / ' 6' + , + I �.� 1 \ t t ' I r, ' ' , \ ' ' CA I , , '�� / > , I , DISPOSAL SYSTEMS. THERE ARE NO KNOWN WELLS OR OTHER DESIGN CONFLICTS WITHIN 75 � -A ? + ' 1 p + , r , + r + J I I IJ r' / I r ��, / 258x ' 6, �.. , , 1 1 I . t , ' + O. \ \ \ tJ 6� t , ' l / pay ! l \ t r c / + \ FEET OF THE SEPTIC PRESERVATION OR RESERVE AREAS. Cp t \ t \ r ' r 1 ' \ \ + ` \ Q 3 � + 1 I 1 , .. t I , . i 7. IT IS UNKNOWN IF THE EXISTING DWELLINGS ON LOTS #14-2 AND #14-3 HAVE , /'' , L �. 1. . , . + , , I , I , t , ! ,� , , r B� ;255x2 ' I , r , _ 1 ..� ., IIF i \ , , I �� , , r / I FOOTING DRAINS. THERE ARE NO KNOWN GROUNDWATER DRAINS WITHIN 50 FEET OF J r r ! 1 ' I 1 \ t \ i 1 r ' r + ' ' THE SEPTIC PRESERVATION OR RESERVE AREAS. 1 I \ . , r.. „+ I,J 8. INLAND WETLAND FLAG 1-1 WAS TAKEN FROM THE MAP REFERENCED INj /JJ. . . .I i NOTE 2B FROM REFERENCE MAP 1A ABOVE. INLAND WETLAND FLAGS •/ / \y . c .. ..! t I. 1 y ► I / r ' i ' r , r _`_, t 1-2, 1, 2 & 3 WERE LOCATED IN THE FIELD. INLAND WETLAND FLAGS �� ; �\ ` ' ; , ► , I ! . ►i..l , + , - / 1 , / , r l / r - -4. \ \ + 1� ' ... + .. , .. , I 1 1 / / ,� / / ' ' ' / r r -258- o o 4 THRU 17 WERE TAKEN FROM THE MAP REFERENCED IN NOTE 2D + + , , . 1 . r \ ,. r. ,. FROM REFERENCE MAP #1 A ABOVE. WETLAND FLAGS FROM MAP # \ , �i/. r . t .. .. t .. i I r . i I . I + t r 1 \ \ / r r , / , J 1 i n OAG ; t •1 RT C. RUSSO SOIL SCIENTIST. ' L , t\ \ , / r ! , , r r r �6 .0 11-0. ! OF OEOINATRIX ` ' ' ' EX`S E I , 1 .. J. l + I / / s 2B WERE DELINEATED BY ROBE ;a \ , ,L �-I 1 0 1N I \ # 1 , / r / EXISTING OVS �\ WETLAND FLAGS FROM MAP #2D WERE DELINEATED BY RICHARD "-' , { ... \ A. I .. ! . I , + + +. , + , 1 , r 1 , t , , r GST 60� RS VF / J ACCESSORY / , . •� SNARSKI, SOIL SCIENTIST. , .. ,. ; t , , i o� , + , TEACHING /S r r \ + � I. _.. ,. + , r , .... ' STRUCTURE r , , , 1 EE tH T 2 OF 2) ON / , 1 ,.. +_ .. .. , .. i�.. , r i .. , WF 1 + i I , 1 y / �� p I I i , , , / , I ! �S / , / ) PTi 7 9. ALL ELEVATIONS SHOWN HEREON ARE BASED / y . .i; ' '. ,:y .; , # / ASSUMED DATUM PER REFERENCE MAP #1A. I.. 1 ,. - , \.. , r T I + i 1 1 1 v\� + r I , I ' , , ,' + ,. I , ! , ,..... , , .. t.. I 1 + I I , r I 1 I 1 �' 1 1 D' LO , 1 ' � r , I I r T/ # I , 10. SEE SHEET 2 OF 2 FOR ADDITIONAL INFORMATION. / , I ' ; / . , \. r. , , , , , , t +;. + ' �� ' N + / / ' I / PR POSE 4� 2 ,. ,. , . , .. , 1 t WF 1111 , , + l , Q ! ! - I. I .. . i ` . I t ['; ) ! O / ,���` , 56 x 4 • E = ± / , . ,. r .. I. 1. { , , , , i � y I ! / •O � , W �� !' I 5 cw;9 63 11. THE TOTAL LAND AREA OF THE SUBJECT PARCEL IS 29.35 , . , i ; •, . + , ' , .. ► .. ' r' +.. +. i + I I r' / a , , 1' ' R=IQ?%6±' AC./ 5 OF WHICH 28.471 ACRES IS IN THE TOWN OF / i / , , 1 ! , .. ► , .. r ... ' ` 1 r , , t I t I , r'O `''�� ' ' / ACRES , r I 1.. 1 ' ' .. ,1.0, 1, , 1 + 1 y x / i %0 ' �A i r 1 , �/ / , / / , GAS MONTVILLE AND THE REMAINING 0.88± ACRES IS IN THE i r 1 .L .. 1 , _ .. i .. , .. , .. , 'F r 1 + 1 I 1 `I ho ' �� , / TOWN OF WATERFORD. I T I . , .. .. r. i /. . 1 L\ '. 1 ' t t ' i i 1 N ' ++ rr , ' / ' , /..00 I.. , i , I ,[Lou]t 84B 5 1 , 1 , r ;WF,.9 F \� J r I Ir \ J '� '' 3 -\8 • . , ' ,. ; r 1. J. �. 1 r I I 1 , .1 i \ ,� / / , / , 19'0 LF. OF EOMyTRFX ` 'EX. 1 .. t , , SERVE P`� #8 ' i 'SHED r I \ . i r .. I . .. ' , I , . , 1 I , ;, � ,GST 6�0 \ 1 ) 1 V. �. .. 1 .. t' \ , .. ,. \i. l I \i, ,. 1 I I ; 8 I I \ I , ' , y�' / / / / i ./� i , , , \ ;' j .. �� I . 1 .' �\ =�= , - . , I I 1 I / i / L�HI G S ` sL I I L. r 1 t 1 I , 1 1 I I I / / / I , EXISTING DRIVE 1 + t . ,:.. .. ,r , �F,.8, I / , / , , #5924r SEE/ SHEE F2 TP #14 O , !r.. r , , r .. .. . Fd , . 1 tivfEW 1. .�� .. 1 7 .. I L l .I I 1 �REA , I I I / 1 , ' r / ' / / / ' ` - - - - ' CONCEPTUAL 3 47C f '' 1 r.. 1. ! I r / I WF t7 1 1 , I I I 1 r r , / ' / / / ' IDE �` RD + 65x5 AND N F ��/ �. / , . : r ,. 1 .. r �. i . L . \ \ . , , 1 r 1 i 1' ' r '- , J r ' / / / / , , BAC / / ' , .. / • . c , .. ` . y.. , , y.. .:.. ' SET PARKING DRIVEWAYAREA .i r - i ! MICHAEL A. PALMER & x2 PROPOSEDLOT14-CP� 527.84 B. PALMER SILVER FALLS ROAD WP 6 ARBA -52,3,099± , \ �.F. / / / / ' / / / , �►��•�2'1 �� + `. '. / J t \ ..... .. -- --'����79 - - -� - - - - - --�- /, , I ®, , t r i , 1 r / , ! / 1 t4'55"W ' r - - - - ' 8" 73 s� O�iVN OF ,WATERFORD „ ��3. 124.50 WF_1 1 1 �' \� \ t t i - - - - _ r��� _ _ , ! FjTJ j \ 1 \ \ N t y ' p cV , .� Qj bO N r/ aj I ��; 4t ARE�1�1a X09± S.F. =0.44± AC. r 5, -� _-, _ .� I , i 1+ i - �- -- i--�N �� \ \\J� I N N (0 �r�^�r� ^� d r/ r/ Q ti 2 p�o/Aj� X36 55112 \ �� y ' / / i 1 ' r 65� __.--tJ� N N Nn► d O 5 R 70.OQ' I� _ _ I, S�.920 58"W ,' 40.56 / ' I , 1 `� _ _ rn N N N cv car N N cv cv m N Fj �h CONCEPTUAL - � _ � _ I ' � '' S83' T �- �� r' _> OIN N N N N r/ N t / 6' Q L� 5 1 s - = - - - - - - T- - ? - + - -I\ - ` - - _ _ r ' 3" 13 W 12*. (57, - _ o0 o`'' w I GE & WELL LOCATION ' 956± S.F. "4 - ' "fir: cb ? ti EXISTING ORGE J RUS ELL, JR G� S;72'40'20„ t, AREA=18, _ _ __- - - - 1 _2_35 w- �� �_ s _ _ _PEM8ER y ROAD= _-�� - - -,� _ �" � � °' �� � � `� � TRAM ; SAMARA D. U SSELL CONCEPTUAL LOCATION OF .44± AC. \ ` - - - - -65 41T - - �s3-21� - 5'14 30""yy,g `�$�`� '��'�- Aga d N S71'20'47"W oo S10'3'05"E N/F #222 BUTLERT WN ROAD UNDERGROUND ELECTRICAL, A=18'50' 48" ' ` X51 ' - - .` _,_ �-- . � rn rn a N37'47'10"W i _-_ - - -� - ��� - ap- ' ��2. i 17.57 26.22 �� RYAN J. ARCHAMBAULT TELEPHONE AND CABLE LINE 37.63';' /!\ '\ '�_--r „' R=280.00 ��� ,^� ��� 1 r AYSHA M. ARCHAMBAULT £` \ , L=92.10 _' S82'17'S4"W S62'32'39"W '� �' � , ! `� CH=S72'27'11"W 36.09' BUTLERTOWN ROAD Approved by the Uncas Health District N F 19.01 SEE ENLARGED / 0 ��, R=120.00'28*06 91.69' S73'08'19"W S61'38'57"W INSET ON R=120.00 ROY C. BALDI & � N88'52'10"'W 34.09 S73 56 40 W 4Q�.83 L=58.86 S63 01 47 W MARY M. BALDI 27.69 SHEET 2 OF 2 CH=S77'04'49"W 31.03' 84 PEMBER ROAD S70'47'44"W 42.53' S6629'33"W (A [ r 1 # 58.27' 53.77' 20.85' Signo u e Date p \ Approved by the Montville Planning and Zoning Commission OLWFI -/0// a/ *nature ate J O Ln J 0 LL. M o p M m W aGNbG0000 'I M OP Lu z C'4 0 Y ,., Z , Q z w O w w Z M w��z�yo.°�°C) z0WLu_j`nZovo gp Ln W O zrn V-0a..u-CD20CLLLJto co 0N C14 Li- Li Co 0 m - J 1- ~ QC - cn��> oLi Chwm �Lij wLi0 CDLLJ 0 W X Q I- o Z V -' W _j '-' w a- U 37 Q H o- J 2 b o z ; w J = o z W p Z �Qo W U 0 0 L Z J J W W 1-1 C� � w Z W J O m O W N 0 DATE: AUGUST 29, 2016 SCALE: 1"=60' DRAWN BY: RG CHKD BY: SM, JW DWG. NO.: OSDP-1 SHEET NO.: 1 of 2 JOB NO.: 2016-318 J M z z 0 d- N F-• � Z o z a w o o � z z z � g o � LL_ o 0 LL_ 3 � z ~o � � z J � � o F- CL a o � X Z -� W w o � Q C) w z 0 � co co o \ rn rn 0 r - M N � � + 1 , WF 3 ' + + r 1 1 t i ► ' \ \ r t r s I y t + tt \ 1 r I • 1 , I � , t � ' \ I PROPOSED TRAIL ROTTED STUMP Ir' f' rf t ; ►1 P,�/ `� `►1 ?0 BE REMOVED•��G 1 \ 36" OAK 1 ` ` WF 1-2 ' `O REMAiI+� �. ` ...3. ' 00 .•rr•rr - r �,++�.�r, .ter r i+�.rrl" r r a..••rn•Tr r ' r r r r ;r�irri r r r,rirr•rr +r r ��,r S79.24'55"W 124.50' I S79'24'55"W `, ', y 22.46' CAPPED `PIN WF 1 1-1 ,fir FOUND pt/ 10 40" OAK r in C' .--- TO REMAIN ► '` O Ito �\ 111'1%' ....., ROM 583'31'13 yy�;..`'� ....12.. 4... ,!�IBiER - i 07 -- o N 1-301 `\ + C1412EIAL- 1 "=20' # ll, 11 . !1� N /F ANNA SEE AND DONOVAN LEE VOL. 301 PG. 430 �O "v CONCRETE � MONUMENT / FOUND N 713071.70 E 1148880.49 N /F COLONEL LANDSCAPING LLC TAX MAP 1 LOT 14--1 ` o N VOL. 586 PG. 772 '�' w. R��J•99i0o09 s BOO CA. N�f 10 � ggo� Af•��. ry • N h C-10. 60 30 0 60 920 180 45 15 SCALE IN FEET LEGEND. -OH- -200- - - - H TP PT PROPERTY/STREET LINE BUILDING SETBACK LINE EASEMENT LINE INLAND WETLAND LIMIT UPLAND REVIEW AREA OVERHEAD WIRES EXISTING CONTOUR UTILITY POLE/GUY IRON PIPE/PIN/DRILL HOLE MONUMENT TREE LiNE DECIDUOUS TREE CONIFEROUS TREE TEST PiT NO PERC TEST 631.52'53"E � i PROPOSED MONUMENT 1. THiS SURVEY AND MAP WERE PREPARED PURSUANT TO THE REGULATIONS OF CONNECTICUT STATE 47.26' AGENCIES SECTIONS 20-300b-1 THROUGH 2O -300b-20 AND THE "STANDARDS FOR SURVEYS AND OTHER LAND OF PROPOSED IRON PIN MAPS IN THE STATE OF CONNECTICUT" AS ADOPTED BY THE CONNECTICUT ASSOCIATION OF LAND SURVEYORS, INC. ON SEPTEMBER 26, 1996. IT IS A PROPERTY SURVEY CONFORMING TO O`�' ROBERT T. MISARSKI HORIZONTAL ACCURACY CLASS A-2 AND TOPOGRAPHIC ACCURACY CLASS T -D. BOUNDARY !rep`' AND MANUEL J. MISARSKI CURVE TABLEDETERMINATION/OPINION OF PERIMETER PROPERTY LINES IS BASED UPON A DEPENDENT RESURVEY OF THE MAP REFERENCED IN NOTE 2D. Bn,lNDARY DETERMINATION/OPINION OF PROPOSED N/1 - PROPERTY LINES IS BASED UPON AN ORIGINAL SURVEY. THIS MAP IS INTENDED TO DEPICT THE TAX MAP 1 LOT 14 LOCATION OF EXISTING CONDITIONS. PROPERTY LINES, LINES OF OCCUPATION, EASEMENTS AND GLENN L. SKINNER +� N� ENCROACHMENTS. AND CARMEN H. SKINNER •h a 2. REFERENCE IS HEREBY MADE TO THE FOLLOWING MAPS ENTITLED: ♦ •'` « AREA = 502.489 sq. ft. 1 CURVE DELTA RADIUS LENGTH CHORD C1 28'06'10" 120.00' 58.86' S77'04'49"W 58.27' C2 36.55'12" 70.00' 45.11' S72.40'20"E 44.33' A. PLAN OF LAND OWNED BY MANUEL & SOPHIE MISARSKI SITUATE AT BUTLERTOWN ROAD & PEMBER ROAD MONTVILLE & WATERFORD CONNECTICUT", BY: RUSSELL A. FRANSEN, SCALE: VOL.182 PG. 442 rya = 11.54 acres 1"=100* AND DATED: JULY 1981. LINE TABLE B. "SUBDIVISION' PLAN PROPERTY OF ROBERT T. & INGRID S. MISARSKI 222 BUTLERTOWN ROAD TOWN OF WATERFORD, CONNECTICUT", BY. CLA ENGINEERS, INC.. SCALE: 1 "-50', DATED: ♦� a t NOV. 2011 AND LAST REVISED: 4/18/12, cp C. "LOT SPLIT PROPERTY OF ROBERT T. MISARSKI & MANUEL M. MISARSKI 232 BUTLERTOWN ROAD TOWN OF MONTWLLE, CONNECTICUT". BY: CLA ENGINEERS. INC., SCALE: 1 "=40', DATED: ' MARCH 2013 AND LAST REVISED: 6/28/13. N� D. "TOPOGRAPHIC SURVEY AND BOUNDARY SURVEY SUBDIVISION OF LAND OF MANUEL J. MISARSKI �• N� CP & ROBERT T. MISARSKI 230 BUTLERTOWN ROAD MONTVILLE, CONNECTICUT". BY.- FINN SURVEY 6928 SCALE: 1"-100' AND DATED: OCTOBER 31. 2013. 3. THIS PARCEL IS ZONED "LIGHT INDUSTRIAL LI". SETBACK REQUIREMENTS ARE GENERALLY: e FRONT YARD 50`, REAR YARD 50' AND SIDE YARD W. ' 4. BEARINGS SHOWN HEREON REFER TO THE CONNECTICUT GRID SYSTEM ARE BASED ON THE MAP REFERENCED IN NOTE 2B. 5. CONTOURS AND ELEVATIONS ARE BASED UPON AN ASSUMED DATUM. ♦ x o o ,` 4 ; �t ; - - r r _ - `� 6. THIS PARCEL IS LOCATED IN FLOOD ZONE X AS DEPICTED ON FIRM NEW LONDON COUNTY, ♦ o , + , ' " r ' - , CONNECTICUT (ALL JURISDICTIONS) PANEL 337 OF 554 MAP NUMBER 09011 CO337G EFFECTIVE DATE: JULY 18. 2011. •-*� ° \ ' ' ' , ' �� t ' i J �� N F 7. INLAND WETLAND FLAG 1-1 WAS TAKEN FROM THE MAP REFERENCED IN NOTE 2B. INLAND WETLAND t�'•� -- - - `$ a + t► �`� �' / O -o y 1 , , f i ' : , - - - _z5� f _ , ` ROBERT T MISARSKI FLAGS 7-2, 1, 2 & 3 WERE LOCATED IN THE FIELD. INLAND WETLAND FLAGS 4 THRU 17 WERE + O.O `� + , \ �, ► + ,+ t t T. TAKEN FROM TII' MAP REFERENCED IN NOTE 2D. WETLAND FLAGS FROM MAP 28 WERE DELINEATED ` ♦ O d a+ ' + , , ` + ' + ' r ♦ , ^7� �`` r ' a ♦ 1 , % W1 t6.1 t ' ' i ' I 1 , - , _ . s " " " N AND MANUEL J. MISARSKI BY ROBERT C. RUSSO, SOIL SCIENTIST. WETLAND FLAGS FROM MAP 2D WERE DELINEATED r , t r • , + , 1 .' t. - RICHARD SNARSI41, SOIL SCIENTIST. ' ` N O a' �' 1 t I, t, +, ./� t ' r r , rn ' f r ' - f ` 8. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN HEREON ARE BASED ON FIELD LOCATIONS AND ` Z•z t , I t � '( + -� ` t `` r�\ \ `\, \ `'' ►` t ` t' , t i+ 't i,i' 1 !r +t i t►�b r , , CP Ex TNG � t` 4INFORMATION PROVIDED BY OTHERS. THEiR TRUE LOCATION MAY VARY FROM THOSE INDICATED AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. UTILIZE THE *CALL BEFORE YOU DIG '�11 .. 1 WELL CP (1-80-922-4455) TO VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES. to 9. TOTAL AREA OF LAND TO BE SUBDIVIDED IS 29.35 ACRES. ' �j,►6 t / t ` `, ' + t ' t ', 1 ' ` `� ��`` t ► 'a `p r ' + !� / , ' J ,' Jr 1 ,r (28.47 ACRES iN MONTVILLE AND 0.88 ACRES IN WATERFORD.) ' , I ' , ' + �•� �2G' ' ✓ t ' , t + ' 1 r , + t , ' + N ; , �r .o• , t1 , r , J r •�' 1 , r + t r r r , t t t s t t l t l • 1 , ► ' ` ' r1, I I 11 1 rr 'g8 �G r rr rJ -- r 1J r r ! r' ' , • 7C1S iJG \ - 25a y i I r • r + / I IAL, + i ,WF t1k \ ► + , t11 t ' s ' / 1 1 , /+ t ! r , + f , } i y t t j t + r y J J f� + } r r , 1 G \. ♦ 1 `, i ' f 1 i ./�" ` i �+ y\ �► J' r J ; a`RN Il x 2 > . I I 1 \.►'r' r r -J/ t I + t + , t + 1` s♦ + t t ' •+♦ r r TOO7 APPROVED BY UNCAS HEALTH DISTRICT • j , i �+� r , / t r , 1 � , , I � � , ; } + , I + � t� i1 r , , t� , , J / r ! , 1 J' r t ! � � r .r.� � r \ t 0 4 / t s , , ! y r i , + t y+ r ! r r J J J J , , r r r t r,�V ,.. � ► \ h ` 1 ♦ N�'`5 } + �t + r r J r 1 ► , ' t t ' ' t + y ' \ ,' r , t f • � J , -�r r , , J J ! r 1 ' ! - \ � \ r ♦ , , t l ! , r 1 i ,,�f.1 r Y 1 ems• , `, ► ► , Y� I � r r i , , s , I , I I ; i , ` g , . ! , t r , � -� J r t 1 J J ' JJ ' �"' 1 1 t . ,` , \ y♦ + • , + 1AL/ , WF i , 1 , ! y •-• , -258 �\ 1 , DATE ` / ► ,.r,.- t e y y t t + r t y t t r r J J / J r r r r arty y , t , , ` e J 1 r / r ► t , l J NG e \ t t I t '� ` 400 r• ' / X 257A� p TAS MAS' 1 LOT 14-2 r r APPROVED BY THE MONTViLLE PLANNING AND =`*000000000 i �� + t ` `� + 1 ,' f t + ' ► r t t } ' t , l r 1 r ' 1 i J ' J JJ i ' Pi rr v.1J -' ZONING COMMI ON ♦ ♦ / + I t t + , , t i i ,' t, I r s t , 1 J r ♦ wP 12 + r t , 1 t , ` 1 J , r r r 1 ! TP , OXIM , + , , , t t , ATdt: SI ON t U OF 1�kREA = J 120 3�0 sq ftp ,' r Jr 1 • t / t I I + t , + , t , t {, i} y r , J , r / 6173 r -!. t r } I` t t r r t ,, � , , , J n� � EXISTING , ` � AL ' ' ' s t + �, t I ' + \ t +, s i t r 1 I, t + r 2.7fir acres • . ! ,' , f ,' J J ` } .--� M • ` t / f , I I + I i f r r , , I y , II '. i+ t + I - r r I i , r \( , J J J , , / , + CHAIRMAN /SECRETARY OATS t t + t t t I } r r r t ' + IW I I i I t l f ! �1 ! 1 1 ( ! ,' J J J J J - y 1 ► , t ' I ► r I r �- / 1 11 t I i I t r ` � rt � r/ t r ' + ° I' ' J ,' r' r X r` X 256. ` ' ' ► r ' i ' r 1 r r ' , t t I''t : ! + ' / r N.�j r , r ' ` ` ' ' 1�, .J 1 1 E G�►R0,N .+"" }�, t 1 I ! 1 , l i ' !r t ` {10l ' t I , i 1 • J' t \ `I >♦N. er , I rf r+ ' f i' rl /' J r . .r'"' /' 1 ' ~i _'�•ivLD \ �EXIS'\iNG LINE BEARING DISTANCE L1 S66'29'33"W 20.85' L2 S73'56'40"W 42.53' L3 S70'47'44"W 53.77' L4 S73'08'19"W 34,09' L5 S82.17'54"W 36.09' ♦ i l r , , t + �� 1 , t } ` t i ti `, r t t s I { ` i t >! r / ,' +t , / 't1: tir 1' \\ , Jt t1 t! 1! t} ,t r1 ' t► t,WFji i• s t ',' I It `, t \+\ 1 /+ ► \ t ! I r ' `''�r ! -/ rr'' �%i J r ' .' r' /�•l p•6•trj" ' � \ r t+ r \ O '\ \ OWNER. ROBERT T. & MANUEL J. MISARSKI , 147 WAWECUS HILL ROAD'° 9 BOZRAH, CT 06334 y � , +• r I I ► t r 1 i � , ; t r i I t, � f + l I t 1 ' 1 ; � 1? 1 � ►! ,' � ,r �.r, ,' -' � `� r + ` i t f I / t ' 1 r r 1 t -fO'•- t t tt AL i r t t, t t; t � � I \ t , rl 1� 1 J 1 1 J � r ' /' � t ` � , $ ` N N F 1 r r 1 t ti , 1 , r , I t t , ♦ t , r / , ! A IMA , \ \ ` ► DEVELOPER: E.L.K., LLC ♦ t r t t \ , , ! i s 1 1 , i , I r ' t , r I " r , PT 8 , `- + N ` 24 SALTUS DRIVE i , , r r t t \ t t t r r t t l r !+ t t t + 1 r , ! r ' �' � LCA ON MICHAEL A. AND t 1 ! r i r I , ,r , , } I { I r t - ��, ► 'y J t , r , r 1 t + + r .► / t t.� , OLD SAYBROOK CT 06475 t r 1 i + t r t INF r $i t r, i t t f 1 ! r, !! i, 1 ./-i IS11 r IO PATRICiA B. PALMER r 1 r f I 1 , ' J r +r ; I , ,,,r,.�-;''' . ! SE TIC YS , ^ �0 , ; 1 t ► r ! r r ' , + i UPLAND' REVIEW RE/4' { ' *' "" r r ,' r' / .! t 4 - TALC AP 1 LOT 1 3 � CP r ' r t I r 1 ! ! , 1 r + 1 +1 + ' r ► r ' ' t r 1 1 ,1 ! ! ! ', `, ' ! , r '� i VOL. 276 PG. 463 • 1 ' 1 1 1 + r' 1' i ► ; , + 1 a I' 1 t �!' r + '• y , t t 1 ► � r ' t r r r ' rl i t , 1 r' 1 / f �'', J / , ', ' , f r = � i + I I I t r + + r , AREA j523,098 t , 6624 ' 4 t r t t t , 12.01 acres `,,.� ` t I f X2¢5.5 a' �" ' 1 , , 1 � , ► , , y 1 t t t , { y I t , r r , r J J J , r , 1 t , , ` -- � ' ` ' .,,. L \ '.11.. , ► 1 r t 1 J 1 + t t I t t+ t , r r ' J \ �O/ fp , t ' r , 1 t t I t t 1, , t t e , , / , 1 J ! r r , J t t t I 1 \ \ 'lm e`♦ r , , r t r r , 1 1 , 1 t t t t 527 ' X 2 I .. t ry ry"� riL + `, ' $ t 1 + t r r 1 t (' ' 11 r ," b / , r r r• 1 I ' r ► + +' t '► , ► r , r r , ,N7318E r , + t t ! , ° t r 11 t ' ! ' // �, It tt + r EXISTING TRAIL /J ` ; J, Jl J' 32 fir., .• X 252.2 ` \ ` + t ' , ,f r , r t ! 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