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HomeMy WebLinkAboutSite Plans FIs(' rySr Mir E 0 ti'' . f` f' i t1r4,,k`'r J. i • (L 'J74 gtit y KCI site.. as , h •2 HN Ir r. Iti11 a i e ra ) '3' N/F JOSEPH R. ZAGOESKI wow 16 0-181-4511 E 48.0(0'z 4.l) , S 36°-21'0'-21" E S 62'-35'-49" E ¢'„ y tt,•, a' DH x lei IP a LOCATION MAP S N/F CITY OFNEU) LONDON6$. 3 SCALE: Il' a 2,000' N/F CLARENCE/ UJF•143 uF 45UJILLIAMSMITH, JR. wF•144 WF -M46 - 7 P P 4S P 1 \•Fi m , \ \i uu,•i5m - IP UJETLANDS ASI U4 113.47 \ U'6 UF'i5 X15 I I \ \ 8 • P U,14 y _ Uw4 UF+2 — 01 (0 4000 j 6W-063 Ute, _ o„ 64 _ J uF•65«,8 11 AREA= Af ' R p \ \ 3.0 ACRES 1 \ } rUF 1 \ 123.21 - lHUBS ." HkG v 2 - N/F CLARISSA F. GENTRY - 5`i_ 3 \ \ \ • ^ fie / °t t \ - / \ ` \ \ `'\ _ WETLANDS4\ N/F CIT'' OF NEW LONDON e E4 \ 1 0AfB A fB,-,-\ HKC p\ HU92 Urt \kfBITrP wxot \ • `\ INDEX UF 4 ul u•IOa P - IP o l,0 T SHEET 1 Key Ma CULT( TEG FIELD by I \\ A U,F•105 I- UF i \•3I t - SHEETS2&3_ Phase I PondCstructionGLTIVATEDFIELDon UFO l UF029 SHEETS 4&5 Phase v s,,. , y v, y v .` v •y ` e II - Site Plan a SHEET 6 Detailsmol, 1. L UF•13 $_ P Up\ - SHEET 7 Limits of DisturbLLFance UF r ` N 28•-33i-22 Z3u Ui' k ; W } 12 UF \\ N/F CITY OF ' 15.ro7' IPP \ ( . uM z \ NEW LONDON . f /0 q f ' UF•Yo WETLANDS 4 s LEGEND004 v UF•3• ,,h :\ , ,''" -100 m 100r 200 IPo IRON PIPE. pDN DRILL HOLE A [ u•I '', J' r SCALE: 1"=100' ; \ O , . _ ,'- i iI STONEWALL _ EDGE OF WETLANDS CLA Enneersi inc. L ', E. E E 4"PvC ELEC. CONDUIT -. , ' _` :' CIVIL STRUCTURAL SURVEYINGiEYING EXIST. CONTOURS '' . `', \ , • ' - 317 Main Street Norwich, ConnecticutIe \ ( 860) 886-196F Fax 860114PROPOSEDCONTOURS Date Revision ( ) 886-9165 e ision a -mail: CLAengrsOaol.compWETLANDFLAGS NOTES Project No. LIMITS OF DISTURBANCE Emily C. Schacht CL -98-1876I. WETLANDS DELINEATED IN THE FIELD BY RICHARD SN,4RS1G1IN OCTOBER 198. Proj. Engineer E.M.B. 2. A-2 SURvEY PREPARED SY SRIAN E. SITTY, HUNTS BRQQK FARM Date: ENTITLED PROPERTY/BOUNDARY SURvEYkw LAND OF EMILY C. SCHACHT, DATED FEB. 1998. FISHERY JUNE 1998 Sheet No. CLAN Key Map N/F JOSEPH R. S 76'-18'-45' E 48.06' DH v IP ZAGORSKI S 620-35'-49" E 52.08' .. DH S 60'--42'--52" E ' s DH 65.08' L#i, IP '' A CT. CT. LIC. N0. 18832 o v o N/F CLARISSA F. GENTRY 60 9 N 41 35 -37" E , i 127.44 0 ' IP b o, c IP N/F CLARENCE o, WILLIAM lip SMITH JR. fi8 69Q.70 0 71 61. 7!04 72 IP 473 62 076 67 630 /776 fi %5 78 a 79 54 80b550 81 56 52 ®82d 8 7 51 a t83 50 ©84 8549 480 e86 _25'20" E S l N79 47 m ` 87 n46 8 45 ° 89 90 91 44\ ° °• 92 54393 3r F S 6S. P 142 ® a ' 14314 1045 147W 4 260 N/F JOSEPH 140 '44 /14 1 • 0139 - i50 IPX138 151 S' 137 TLA b • 234 631 39ti 152 F 136 s m135 •0153 154I1550134 0156 133 15 7 9132 0158 0159 v1 1 X1600 a 130 '161 1620 1VIi-E p129wATRF0 25 ° 163 955 1 12 ' 1,9559251o 0164 CID127 126 d 165 5125 IP166 124 °. N/F CITY 0 ' ^ \167 NEW 168q 122 1210 169 R. ZAGORSKI S 66.EDH 1>> 44.04, 4g F IP AD OF LONDON LINE TpW I I P DH 7T. LEGEND Q 424 4 96 4 97 39 109838a 3 36° g100 350 34'.0 33 32 b 31 Q 30\v\ 29'0 28N\ y> 1 117 109 110 116 0101108 IP l, 102 107 111 o 103 106 • °• 11.2 11 104'e 1 3 105 t`1• 50 270• IP • IRON PIPE15 16 oK 2 c, DH • DRILL HOLE o 17 5 STONEWALL 1 13 P18 3 6 ---- EDGE OF WETLANDS 3 35 14 020 o 9 21 IP IP N/F CITY OF NEW LONDON N 28'-33 23 2" W 8 2 220- 5.67' 2• 4Pv% o "eTL.AINP!5 5 off'' ° 3 2o 'y DH SCALE: M 1 100 PROPERTY/BOUNDARY SURVEY THIS SURVEY AND PLAN HAVE BEEN PREPARED IN ACCORDANCE WITH THE RECOMMENDED S 46'-58'-49" W DATE: STANDARDS FOR SURVEYS AND MAPS IN THE STATE OF 'CONNECTICU'r AS ADOPTED FOR USE IP 115.47' 0 1998 .BRIAN E. SrM L.L.S. FEBRUARY 1998 LAN ID rJ FBYTHECONNECTICUTASSOCIATIONOFLANDSURVEYORS, INC ON SEPT 24, 1992 THESE DRAWINGS ARE THE PROPERTY OF DSGN/DZS/BES CHK: THE TYPE OF SURVEY PERFORMED IS A MONUMENTED PROPERTY SURVEY THE ENGINEER/SURVEYOR AND ARE NOT EMILY C. S C H A H'T BOUNDARY DETERMINATION IS BASED ON EXISTING MONUMENTATION, DEEDS & MAPS ON FILE To BE ALTERED, DR MODIFIED HEEXINANYWAYWITHOUTTHEEXPRESS BES THIS SURVEY CONFORMS TO CLASS A-2 STANDARDS WRITTEN CONSENT OF THE ENGINEER/ DWG. 1O 060SURVEYOR. SHEET 1 OF 1 HUNTS BROOK ROAD0 WATERFORD, CT TO THE BEST OF MY KNOWLEDGE AND BELIEF THIS MAP IS SUBSTANTIALLY CORRECT AS NOTED HEREON 2000 100 200 i BRIAN E. SITTY FEET l1"15 PL -A" Rmpft! w5 TI -C CONd1'nON5 ON -n•-e 54-M IN OC1'op". 1987. GRAPHIC SCALE r lft 5U Y wLW,, a llL-ANn5 M,A-n0 N V t LAND SURVEYOR tpONl; IN OCIAMAZ, 1987. 5 t WWAnoN Py wic 5N 5K1 DATE DESCRIPTIONClIZ'1'tl`ILt7 501E SOZN11OaC. 5rr AW LAMV DY Plr% tV 5UZ\MY, REVISIONS WATERFORD CT. 'LIC. N0. 1 832 CT. CT. LIC. N0. 18832 Lei W. L-1 f M 00 ACRESAREA=I- L CONSTf:ZUC' STAGM AIMOND. C y? I" Z' 4? PIP" V PCtO A AREA= 1.4 ACFf5 4 IJ M 0II k Y T J e \ r LIMITS OF DISTURBANCE SEDIMENTATION POND, 4 STAGING AREA. SCALE: 1"= 100' WW ow 7— 0/ 5 AF EAxrqD 115 ACRES PONp A, CONSTRUCT ION SCALE: I". 100' LIMITS OF DISTURBANCE WW o wed Aqk-- 7r7n 10MM Wq" Wu 31 W10 N nlN 4K- P(PNO 5NAREAz1" ACRES 4lo, A-7 7 LK4C0NSfFWCTION C0NSTfaJCTI9N'V") STAGING AREASTAGINGAREA AFRF—A:P2?' AC14E Z ooeo I-ol0I J " ` i // / / 1 f""' . P~' \ \ t". :.` t' x. , : '" / _ • f - ra' T+. s. - 3 . , . Fes^ \ a \ .: ,: ti"e ";+,k ': 5 N -L, n ARMPONDAPONDAolIrc, 00W00 __REAz 1.4 ACPf_s4REAs1A -AC: A III Y-4 M'_ rW N 00, 001I OF, V 01 NIP two""'p y" LIMITS OF: DISTURBANCE too. W" L -n• DISTURIBANCEWILIMITSOr J ' moi' --1' \ " ) `' s 4 CLA Engineers, Inc. CIVIL 9 STRUCTURAL* SURVEYING 317Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-9165 POND5 POND C. Date Revision e—mail: CLAengrs 0aol. corn Project No. CONST T ION. CONSTRUCTION EMILY C. SCHACHT CL -98-1876 SCALES I"s 100' SCALE: I"a 100' Proj. Engineer E.M.B. HUNTS BROOK FARM Date: -- JUNE 1998FISHERYSheetNo. LIMITS OF DISTURBANCE Al MI BARS 04+18"O.G. SEE ELEV.) FOR Ns14'-0" A. S018"O.G. 52 BARS FOR N>14'-011 S1 BARS 211 C _ a 2 BARS SEE ELE V.) 4 lNISN 4 ; Q GRADE 3 (A = TD BA \l ROUGHEN JOINT r z DOWEL 4 d•. B WAG WALL SECTION DETAIL NOT TO SCALE 4"PVC ELEC. CONDUIT—n F RETAM43 WALL DIMENSIONS RASE REt ORCEMENT STEM F6f#VRCa1ENT Nod go rr rr d r d fir 1 J HEEL BASE WIDTH DEPTH 11/-11 "A 11 111 11 DOWEL D I AG. ARS BARS Y0ti IIPII BARS 111„f111 BARS 111r1 11 1151" BARS BARS 5211 BARS 101 1201 4. 31_111 1211 012" 04012" WINGWALL 501211 4. NONE 4012'1 X12" 000,000000 CONCRETE -B 01_111 4'-111 1311 wodltll 0409" 6-% 1211 41 Ale. 4If X5412" 121 1411 11-311 If 4 6-% GRAVEL 04016" •5012" 5,01811 13' 11-10." 5'-0" 14" 11609" 0409" ACKFILL 4, 040811 «51® 12" 5 41811 FOR DRIVEW.Ay SO -/511 5'-51t 1511 0811 040811 DRIVEWAY 50811 5016" 45414o" w5®12" I 1'S' 16i1 g'"1L/ II 51_911 1611 ii 6-01 9" 018" 1 11 Il" 1 11 T• •I '!1 WOO I1,T•,..i•"t.1 1!,•1II 1 T• I r•i`"•i• ti.•r•... Ir If • ^f r "C11 i /1• .• 1 • •; •' I' • • fir • • •rr • li .^ W' • I Ir. • •,;. iL•' 1X1 M t,;.,, r _ r _. ir !I,.rr rte ! i 5 t..• RETAM43 WALL DIMENSIONS RASE REt ORCEMENT STEM F6f#VRCa1ENT E ICN N" WALL D IIW1I 1BASE DTN 111511 HEEL BASE WIDTH DEPTH 11/-11 "A 11 111 11 DOWEL D I AG. ARS BARS 111 II BAJ.. RS IIPII BARS 111„f111 BARS 111r1 11 1151" BARS BARS 5211 BARS 101 1201 5l_g11 31_111 1211 012" 04012" 5-04 501211 NONE NONE 4012'1 X12" 13°1 01_111 4'-111 1311 wodltll 0409" 6-% 0409" 4018" 040181' 04012" X5412" 121 1411 11-311 41-111 1411 0508" 0408" 6-% 1508"0401611 04016" •5012" 5,01811 13' 1411 11-10." 5'-0" 14" 11609" 0409" 6- 1' o 1509" 04.18" 040811 «51® 12" 5 41811 14' 1'.511 SO -/511 5'-51t 1511 0811 040811 6-011 50811 5016" 45414o" w5®12" x'501811 1'S' 16i1 g'"1L/ II 51_911 1611 gll 0409" 6-01 9" 018" 1 11 Il" 1 11 SHOULDER. OR PAVEMENT PAVED SURFACE IN PARKING AREA 112" BIT. CONC. /_ I Co " 91 9" Rz211 GRAVEL BASE BITUMINOUS CONCRETE 45 • PAVEMENT & LIP CURBING STORAGM/MAINTENANCE PAD NOT TO SCALE 311 1" X I" X 4' GRADE STAKE SILT FENCE FILTER CLOT ' NAY BALE, 2 STAKES REQUIRED EACH BALE FLOW UNDISTURBED SOIL EMBED, FILTER CLOTI.1 8" MIN. INTO GROUND 4" DE STAKES - TWD 10' EACH BALE ITYPJ CONSTRUCTION NOTES: I. SILT PEtJGE FILTER CLOTH TO BE SECURELY FASTENED TO GRADE SLAKE WITW Z" STAPLES, 6" ON CENTER. 2. WHVEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE ANOtNE1Z tNEY SHALL OVERLAP BY 6" AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TICsNTLY ABUTTINCs THE ADJACENT BALES. 4. EROSION PROTECTION SHALL BE INSPECTED AFTER EACH RAl1 ALL AND, IF NEEDED, REPAIRS SHALL BE MADE. IF SILT BUILD-UP REACHES ? OF TWE STORAGE CAPACITY, TWE MATERIAL SHALL BE REMOVED. ERASION PROTECTION WITH HAYBALES NOT TO SCALE CLA- FLOW a'IQDIA P -RAP EXtPfl" TF AAMJE PIAN VIEW 4"PVC ELEC. CONDUIT--% MODIFIED RIP -RAP (TYP.) fir. r.• .. •7... ,•..'• v7 _--- •1':1 . R '1 h t :. -.. N: •: - t. .? :J. .'+a. ': 805xIOa } 0 N2b BOX d 120. 30X.. N2.0 G/X C,ULVERT a ' CUA. VERt - ' CI,IL' VERT ' d 4 - :''•` `` STREAM BOTTOM GRADE- WARD RADEHARDGRAVELSTREAMBOTTOM 30' ACROSS 42" BELOW GRADE 1211 FOOTING (T•t r?.) CROSS SECTION VIEW 31 DIAMETER PIPE CONSTRUCTION DIAGRAM BOX CULVERT WETLANDS CROSSING DETAIL NOT to SCALE 4" MINIMUM DOWNSTREAM SILTFENCE/ 14AYBALES FILTER FABRIC 2" STONE CONFORMING TO DD.T, FORM 814, 1988 ARTICAL M.12.03-4.) ANTI -TRACKING PAD NOT TO SCALE 110 106 1 DRAINAGE PIPE 3' 000 o INTERMEDIATE SIZED o C RIPRAP 24" THICK PERVIOUS OC7° L FILTER FABRIC—\ O 00 1s" o 0 O 000 loll 0 O W SUBGRADE 21 21 2' SECTION RIP -RAP SPLASH PAD DETAIL NOT TO SCALE 0+00 111111110 STONE LINED SPILLWAY NOT TO SCALE fid 12" MODIFIED 0.40 0+80 14" 1+20 OSS SECTION A- A SGALE:I°4' VERTICAL 1".70' HORIZONTAL itm ism 1+80 LA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-9165 No. Date Revision e-mail: CLAengrsOaol.com Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer E.M.B. HUNTS BROOK FARM Date: FISHERY JUNE 1998 Sheet No. DETAILS 6 EXISTING GRA E i T- --- - WATER L"L EL. r3b 1211 EL. M.0 1"`-- I EL. 102.0 10' INSTALL M PIED EL. alB i R1PRA10-Lr= 0+00 111111110 STONE LINED SPILLWAY NOT TO SCALE fid 12" MODIFIED 0.40 0+80 14" 1+20 OSS SECTION A- A SGALE:I°4' VERTICAL 1".70' HORIZONTAL itm ism 1+80 LA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-9165 No. Date Revision e-mail: CLAengrsOaol.com Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer E.M.B. HUNTS BROOK FARM Date: FISHERY JUNE 1998 Sheet No. DETAILS 6 PROPOSED WETLANDSCROSSING 3) 5' x 10' BOX CULVERTS 100 YEAR FLOOD PLAIN LIMIT UCLA i t - 11F 5 -- 0K A J_ wFn9 1 P r U)F,3\ 2r i 1' _ I 100, 000l i0000 r Y Y_.f -1Ile J UJF'43 -- / / U,F•2 / 3 UF*44/ CULTIVATED FIELD %' / / ~ / / i U.F*14- 4.e LLF-022 l J— l U.F021 7 00415 00, u F _ 8 Finn® ->. P ' GRAVEL AccESSWAI' r uF S UF 12 EXISTIWG ^/ POND WETLANDS uF t D> / 56 r r 4 loo LIFW N\ LLFWPO Uor u- 0 , r l 100,La . 000, s CULTI,/: TED F'ELC ,y f + j IP i• m _ 3 , ° ,, IP i TM Z9 INSTALL1GATE ACROSS r / P " 51p ACC: CC: ESSl 'AY V- im fd 40 8m f= - 1 S`45_ r - 3 / 7 iINSTALL CONSTRUCTION ENTRANCE ANTI -TRACKING PAD (SEE DETAIL) 1 O 0 SCALE: 1" = 40' GLA Engineers, Inc. CIVIL • STRUCTURAL • SURVEYING 317 Main Sheet Norwich, Connecticut 860) 886-1966 Fax (864) 886-9165 o. Date Revision e—maid: CLAengrs®aol.com Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer E.M.B. HUNTS BROOK FAR VI Date: FISHERY JUNE 1998 Sheet No. PHASE 2 : SITE PLAN 5 P _ 01 16911F , PROPOSED TREE LINE' LIMIT OF CLEARINGIP P u w45 - PP PU1F"164 lLF0165 0 PAU,F0154 UF"155 5 UJF"158 U"159 U.F0162UrF7yF. WF"15'1 U,F"16m , UJF"161 J ( \ /Ilm f --- q \ / Q) - LL "112 F mow` J I _ / /• D9 `~ PROPOSED' 100' x 30' CsREENWOUSE -- .. ......:! .......... 4- i TO BE CONSTRUCTED AS FINAL PHASE __- 0101 UPON COMPLETION OF POND CONSTRUCTION I P - - ... .. . ,,'@ ,. _ _ - — - _ _ - `'' -- r 1.2 SLOPEII u nm63 \ r 12 _ 000 OTO00 1! \ r rrr Nt`1 c 4 M- k` It _NSA sVC-44kwile, ' epi 24 N aa U,F•$6 U.FO9I — U.F"93 GIANT - /1 P oo' EUR-REED / _ _ UF"il U,Fr13 U 059 / UJF"92 j j m 1P\ uL UF17m UF014 INSTALL 6" TOPSOIL 4 PLANTIW38 IN SWALLOW SEDIMENTATION AREA UF068 0 UF"16 J'uF•aa P. - 100 YEAR FLOODPLAIN LIMIT 9i INSTALL SILT FENCE BACKED WITW WAYBALES PRIOR TO 64 ' CONSTRUCTION (TYP) 4 i 1 P INSTALL ANTI -TRACKING PAD j BEFORE WETLANDS CROSSING INSTALL SILT FENCE BACKED WITH WAY15ALES PRIOR TO CONSTRUCTION (TYP) PROPOSED WETLANDS CROSSING 3)- 5'X 10' BOX CULVERTS SEE DETAIL) ff 1 *4- J_ "'.!' RED MAPLE (TYP) 25' O.G. PEDE IAN t MAINTENANCE ACCESSWAYS LO,4M ED t MULCH SHADED AREA UPON COMP ETION OF POND CONSTRUCTION A Engineers, Inc. CIVIL • STRUCTURAL @ SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1986 Fax (860) 886-9165 o. Date Revision a—maill, CLAengrsOaol.corn Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer E.M.B. _ HUNTS BROOK FARM Date: JUNE 1998FISHERYSheetNo. PHASE 2 : SITE PLAN PROPOSED WETLANDS CROSSING 100 YEAR FLOOD PLAIN LIMIT 481 000 100 JF*34 UIFOW~~^ 40000" i u CULTIVATE[-,>F/ELo /' // ^ v '/ \_( ` uM4 r/ u~= U "_ale J W.001 Ole ANbS LL it 0-01 SSWAY74GRAVELACCE, it EXISTING UPIWETLANDSPOND TOPSOIL tF:451 AREA Ur Ur 0000 CULTIv u/ V4 A ' r Ar T CONSTRUCTION ENTRANCE- ^~~ T( ANTI -TRACKING PAD (SEE DETAIL) LA Engineers, Inc. CIVIL- STRUCTURAL* SURVEYING 317 Main Street Norwich, Connecticut 860) 886— 1966 Fax (860) 886-9165 0. Date Revision e—mail: CLAengrsOaol.com Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer HUNTS BROOK FARM Date: JUNE 1998FISHERYSheetNo. PHASE 1 : POND CONSTRUCTION PLAN UF"161 lUF"162 J 11F"144 UF"16D WETLANDS INSTALL INTERMEDIATEIATE x v i IN SO MAIM GRAVEL TEMPORARY CONSTFI`IONQZ; EXI TING TREE LINE nodwo Il IP1ur_. `f l....._ • REMAIN .ifl l rQ' Iii/ /i. .. Q,GamaDe ` yCMCWCW • • • • • 3CONSTRUCTSEDIMENTATIONBASIN UPON COMPLETION OF WETLANDS CROSSINGS PPRIORTOALLOTHERCONSTRUCTION ( -- - \ ` P UF"11 LLF013 DEEP SEDIMENTATION AREA SHALLOW SEDIMENTATION AREA 40' LEVEL SPREADER 1 P\ WFr10 LFr14 ,. 11m u1FO" P 1dr•:t=• ryrYi YUF -Aro2 WIF01$ 1 64 P II INSTALL GILT FENCE BACKED WITH WAYBALES PRIOR TO CONSTRUCTION (TYF') PROPOSED WETLANDS CROSSIN6s 3)- 5' x 10' BOX CULVERTS SEE DETAIL) oo" r 100 YEAR FLOODPLAIN LIMIT INSTALL SILT FENCE BACKED WITH HAYBALES PRIOR TO CONSTRUCTION (TYP) INSTALL ANTI -TRACKING PAD BEFORE WETLANDS CROSSING GRAVEL TERARY CONSTRUCTION ACCESSWA ITHIN SHADED AREA A Engineers, Inc. CIVIL STRUCTURAL • SURVEYING 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-9165 N Date Revision e—mail: C"engrs®aol.com Project No. EMILY C. SCHACHT CL -98-1876 Proj. Engineer HUNTS BROOK FARM DateE. M.B. FISHERY JUNE 1998 Sheet No. PHASE 1 : POND CONSTRUCTION PLAN 01 CD r I 0j 4-3 r- cr) LO r- 00 CD C) CZ) PROPOSED TREE L INE LIMIT 01= CLEARING I 5211 r= ij , 8 620_351-49'l FE E to E 41W' vLq IF IMLA INSTALL 20' x 20' BIT. CONC. PAD W1 BIT. CONC. CURB FOR MAINTENANCE 4 STORAGE OF CONSTRUCTION EQUIPMENT 7 UDM4 /--- z U:fl45 J> C) up"63UPM55 -L . . UPM62 j UFM44 WETLANDLUS lu INSTALL INTERMEDIATE RIFRAP 15' x C7: CNSTALLSTViONE GRAVEL TM-1PORARY CONSTR TION 01__ 60_ 910 . — 1% \ \ __ ACCESSWAY WITHIN SHADED AREA INSTALL SILT PENCE —-` CONSTRUCT SEDIMENTATION BASIN UPON COMPLETION OF WETLANDS GROSSING: PRIOR TO ALL OTHER CONSTRUCTION DEEP SEDIMENTATION AREA SHALLOW SEDIMENTATION AREA 40' LEVEL SPRE-ADER, 3)- 5'x I®' BOX CULVERTS SEE DETAIL) EllNOTMOOPRA p-PSWAIM GRA -TEMPORARY CONSTRUCTION ACCE,*VAY WITHIN SHADED AREA CLA Engineers, Inc. IVILp STRUCTURAL* SURVEYING 2 4/27/99 Misc. Revisions I 317 Main Street Norwich, Connecticut 860) 886-1966 Fax (860) 886-9165 e—mail: CLAengrsOaol.com I 8L12/98 Misc. Comments No. I Date Revision EMILY C. SCHACHT Project No. CL -98-1876 Proj. Engineer E.M.B. HUNTS BROOK FARM FISHERYJUNE Date: 1998 Sheet No. 2 .... j PHASE 1 : POND CONSTRUCTION PLAN