Loading...
HomeMy WebLinkAboutPlan Rev 9-27-04v z o 0 ~ ~ o o o v O ti m c ~ !n z 3 Z m o _ D G i 1 r- ' t l 1 i goo PROPOSED CONTOUR SF j SILT FENCE L EXISTING CONTOUR LIGHT STANDARD UTILITY POLE FF=100.00 FINISH FLOOR ELEVATION ( FIRST FLOOR)TREE LINE ti~x STONEIMALL WETLAND LIMfI r n TEST HOLES ®lA PERC TESTS F - FOUNDATION DRAIN RaP~ RESERIVE SEPTIC ~4WN8~~~6L_____J SYSTEM i STOP SIGN PRIMARY SEPTIC ®s SYSTEM STOP BAR 1 E&T - UNDERGROUND 5+00 CENTERLINE 1/ ELECTRIC & TELEPHONE STATION NUMBER 1 STORM DRAINAGE SETBACK LINE LOT 7EXISTINGPATHPROPERTYLINE ~ Lor e L07 9 1 T6I Lor 10 LOT 11 1 s T7 i Chesterfield C~]SFEET Daui, LOT 1 pOtid LOT 12 STET 8 k RQ~DNFuRN6 i S P ~1164/y s d. T } rn NA ~ I~ Lake Xonomoc z GT a C~ ~ ~GIQTF L` i_ 8S~ 0 q SCALE; 1" = 9 a~ a' PROJECT' d w r SfTE i 14. PORTIONS OF DRIVEWAYS EXCEEDING 8% IN GRADE MUST BE PAVED. NO i DRAINAGE FROM DRIVEWAYS SHALL OUTLET INTO THE ROAD. 15. APPROVED BY THE MONK LE INLAND WETLAND AND WATERCOURSE `1,,{~~~iiiNlf/~rL71 C rr COMMISSION, aMAY20c. J of rir2004 D " o ON, Al 16. A LOT DEVELOPMENT PLAN WILL BE REQUIRED FOR EACH LOT PRIOR REVISED: JULY 15, ~jLA- I: JULY 15, 2004 TO THE ISSUANCE OF A ZONING PERMIT. 0 REVISED: JULY 29, e up v J4- 90Ad M ILLOCATION~REVISED! AUG. 11, . I li DAAM MUMD SCALE: 1 = 1000' REVISED: AUG. 13, co REVISED; AUG. 188yMAEX*SS,1NC. 1L REVISED: AUG. 27' 1 lT_Jt 1 m REVISED: AUG. 30' c L_ REVISED: SEPT. 27~ C 9 C co a I HAVE DELINEATED THE WETLANDS ON THE PROPERTY IN THE FIELD AND HAVE CLA EnginsiREVIEWEDTHEWETLANDSASSHOWNONTHEPLANANDFINDTHATTHHEY SUBSTANTIALLY REPRES NTacE THE WETLANDS AS DELINEATED IN THE FIELD. 1 CIVIL STRUCTURAL J. o C 1 J L C C' I LAND SURVEVNG HISTORICAL LAND RECORD RESEARCH T i ~ F r: ROB RT C. RU COMMERCIAL k RES1D£NiIAI DEVELOPMENT _ SSO DATEcoCERTIFIEDSOILSCIENTIST P,~,X 184 f73, 7 Main Street Norwicr Ch 110 B RIM ROAD ROUTE 12 USDON, CONNECTICUT 05351 8 60) 886-1966 FaxTELEPHONE (850) 375-2005 0 FAa (85) 3 6-5899 e-mail: CLAengrs(LCLA T L f i T sr ti v SNE7 ~ , i ~ \ sue 1 ~ 2044 \ o: 6i Os5T2s'25"e sNEr "E / -oN~Y) i / . ~ \ o -n - . - - 50.30 2o4s~, Z6 OB - ENCESSTjREFER CHD MON SNE7 . ' 2 ( REC. zoos /558.8 ~ BRUPy_CHD MON REC. VOLUME }sNEr (BROKEN TOP) S29'11'S0"E 2047, o xtio S60'42'S7"E 35.00 S00'58'43"iS5T2717E825 , cp`' ~ 135.27 , 7.72' io4~s ~5r2 4'`• `7aes \ N 30,75N/F X151.3 ~ o; r ~ r KEVIN J. GRILLO SNEr 5~ . ~ \ \ \ w ~ co. AND e \ ~ti ~ uN , ~ o1 ~ 2049 ~(E \ \ 092N ~ " ~ , ~~i _ LORI L. FRESQUEZ R~ , 5 E . ~ ~ ~ ~ ~ Clv~ 6 2 VO U sNEr ~C 5T2 p= 89'4628 \ ' L ME 385, PAGE 120 G s ~ . \ ~QN , "E 1p0 R _ 25.00, \ 4 c, o5 \ - rh ~ 6 2 ~ l - 24.90 , gupD ~ 1KE 5r2 _ , oGrPStiL39.17 \ ~ SNET 3.13 ~ ~ ~ , ~ Ny20~~ ~ 16 ~ SEE ,CHORD = 35.29 , , OOD FENL°E POST -4 RCN DETAIL N - j °o soti' N HD MO + \ CHD.BR&, - 5774021 ~ META0 ~ ~Q ~ , w ~ , , ~~\w o L FENCE POST sr• e+ F ~ SNE7 EC. rn ~ N\ • ~ , . \ ~ REQ4R CAP ' r 2052 w ~ ~ , \o ~TI 1~ p . ~ 90'13'32" .N w ~ ~ ~ Vy_~,~~;,~o•~' W/WIRE S~ ~6CUT ~ R ~R _ cn ~ \ R~ " o fl, R 25.00 0 ~ \ ~ \ ~ \ ~cr ~ \ IMP` 7 E rn _ ~ , ~ ~ ~ ~ ~\yA~ I 1 T 25.10 , 'o o ~ A . 'V ~ v: A ~ \ ~ ~ ~ 5T2 _ ~ o , , ~ .y A , ,A . A. SNEi $ oc rn , L - 39.37 r , k a ` \ ~ \ . ~ ~ ~ ~ ~ 14 CHORD - 3.42 ~ ,.v.,A~. yA ~ r - 2053 ~ " e \ ~ ~ ~ ~ ~ • • DRIII N012 ~ v S33°os 5o"W CHD.BRG = N127939 W ~ ~ \ . ~ y;;~.,, ~ ~ REC. g d o 1 , 106.7 ~ ~ 1443. „ CHD MON IRON PIPE . ~NST 2' ' F - - - - n 5NE7 , 5 E NOT REC. REC. IRON PIPE . 3 30 ~ 315.1 - - ~ 'ryO ~ 58 2 zo54~ 2lF2 REC. S 0 , PROPOSED 6 2.O$ ~ X80 ~ ~ 9°40'27" DRAINAGE x~, N ~ ~ 1N32' 7 07".E R _ 325.00 EASEMENT ~3 e N , ~ 4 p; T - 27.50, AREA: 73 735fS.F. r~ - _ i-r' m o \ 1 L 54.87 , IN[AND o ~ CHORD = 54.81 ~ ~ ~ S5 48,18E ~ CHO.BRG. = S3731'20"WNoWETLANDm. ' 100.8 , r b= 31'16'08" ~ 21'35'41" r~ 2 LOT 19 , R - 275.00 R - 325.oD LON ~ ~ ry` ~T=76.9E' T=61.98, N (#1492 ROUPE 85) N, ry `L = 150.08' ~ ~ L = 12249 (#2 SACHATELLO i w• o h h ~ S64 0315'1N CHORD = 121.77 ~ (ASSESSOR LOT 005/027-000) ~ ry CHORD =-148.22, " ` 60.25' CHD.BRG. = S5375'24"W (ASSESSOR LO'CHD.BRG - N487511 E c~ AREA = 3.951 ACRES ~ ~ \ 1 ~ AREA = 1~ 172,1721 S.F. ` ~ c ( ) ` ~ \ o, ~ r1 ~ i h (817,5. ~ ~ ~ w \ ~ t ~ 1 \ Qg'"~ 24 \ F05 ~ NZ • ~ p0~\ S21 p . 0 & 556 ~ ~ 6S , _ _ _ NN PROPOSED o oo~ N ~ ORAfNAGE ~ Nw ~ r,, LOToN. EASEMENT ~2 0 ~ s..~ - - AREA: 64,192fS.F. o (#lo sACHATELLO II,musTRial, DRIVE) ~ ~ ASSESSOR IAT 005 027-011NF ~ ( / ) ~ 9 0 r- WM. ZAIST TRUSTEE s ~w AREA = 3.071 ACRES VOLUME 254 P G 26$s'~" ~ 134081 S F. AE275 1 F ( ) ?586 co tiN r t REBAR CAP n 11 SET ,Ap 2 , ~ 6,45• O h " E S81 ,62 411.96 a Ui O A~ AAA ~ S6o 03 55 E 561 1' ~ ~ ~ " 44.88 gs' LOT 14 ~ •3 ~ „ s sAC°tiATELLO r ~ ~ LOT 3 N2s• , 00 INDI sTRIAL DRIVE) o ^ o ~ s645 is sACxATELLO IxDUSTRtAI, DRIVE zl , (ASSESSOR LOT 005/027-002) h O h N } 1.31Nh (ASSES50R LOT 005 027-010 ~ • AREA = 2.381 ACRES h / ) / { ~ t ~ - AREA = ?,.211 ACRES103,7321 S.F.) r'' Z J 98 6181 S.F. chi ~ r ; yIRON ~ C( ( ~ ) y. PIPE n; ~ N25 56 451Y ~ b no73.51 ~ ~ REC. o~ ~ hN r LOT 13 ~ ~ ~ Y ~ ~ t N 1 SACHATELLO INDUSTRIAL DRIVE m '40'40 J N28.58, `t w p • 6.33 Q X6,7 , w. (ASSESSOR LOT 005/027-001) 34 ~ ¢ F mow: AREA = 9.961 ACRES ~ ,LOT 4o (433,7881 S.F.) LOT 15 ha r~ ~ * (#28 SACHATELLO RIDUSTRL4L DRIVE) ~ s+~C. (#17 SACIIATELLO II~DUS't'RIAI, DRIVE} o h o 0 aj. r O h (ASSESSOR LOT 006/027-009) ~ , (ASSESSOR LOT 00/027-003) o O ry , i h o ~ AREA = 2.111 ACRES 0 ~ ~AREA w.071 ACRES ry ~ O ~ Nro ~ ~ (92,2741 S.F.) ~ O90,4881 S.F.) J ~ 0 o J ~ t, o rn N N ~ N64'03'15"E ~ ~ o N 2.9T Q N39'42'26"W o• , 4 ~ , o• N4T59 54"W 467,87 N. 71.59' ~ 4"YVN47'Sg 5 Q S64'03'i51Y6' ~ 47.e ~ LOT 5 . 2 ~ sD.4B 9 5g'54"W i9.71'3~" '34 SACHATELLO INDUSTRIAL DRIVE ° coN4TR = 325.00 " (fi ) s~ ~ N " W 160.49 _ .19132 h o ~ N4r59 54 T _ 55,43,, R - 27,0,0 (ASSESSOR LOT 006/027-008) A 4 5.16'' L 109_8r T =46,91, _ h 19 CHORD - 109.29 , " L = 92.92 AREA - 2.151 ACRES R o oo~r CHD.BRG = N54~229 E CHORD = 9247' h N o LOT 17 , " 93,B481 s.F. . • " ~ CHD.BR& = S547229 W ( } N26 00 52 E ~ LOT 7375BUTLERTOIINROAD) o LOT 132.66 ~ RE134R/CAP {ASSESSOR LOT rn {#335 Bt1TLERT011~1 ROAD) h sET (#25 SACHATELLO INDSTRL DR 5444143"W LOT 8 N F .~°j ~ 005/027•-006) $o ASSESSOR LOT 48.59' N39'42'26"W. (ASSESSOR- LOT ( ^ ry ~ AREA = 2.001 ACRES ~ 006 027-008 ~ (#925 HUTLERTOIIN AeALFco. ~ LOT 18 / > 45B.rD 006/027-012) ~ (87,6511 S.F.) ,AREA = 1:85# ACRES (ASSESSOR-LOTVOLUME145, PAGE 295 393 BUTLERTOIIN ROAD LOT 6 _w (80,8811 S.F.) 005 027-013 ASSESSOR LOT 005/027-004) N m 937221 (#42 3ACHATELLO INDUSTRIAL DRIVE} 3.864 ACRE9 w ~ 33'2950" 2 a R. = 25.00 AREA = O ~ AREA = 2.241 ACRES ~I PROPOSED R = N ~ ~ ~ T = 28,52 (ASSESSOR ZOT OOb/027-007) 187 902 S:F. O , o w ~ 25.00 co AREA = 2.101 ACRES r~ ( ) 4,861 ACRESryO0~0 (97,7941 S.F, W 10 DRAINAGE T = 7.52. ~ ~ ;s, L = '40.74 , ) o L = 14.62' ao • w CHORD = 38.38,. (91,8891 S,F.) o ib 1 EASEMENT #4 CHORD = 14,41' ~ rn CHD.BRG = SD1;59'28`E o A (202,8581 S,F.) 1 " 4 t AREA: 3,654~S.F: CHD,BRG = N617638 E ~ ~ ~ ~ ~ S S38'06'48"W N414649"W N354706"W N392814"W h N N28'07'00"W 0 o~ir '00, , 38,50 105.40 16.16' h 22.24 ~ 2 54353 13 E S49' 3$ " 10.01 , S 8 9g, 3 4 E S49 33 54 E N31' 12'47"W N 1 TOB'21 "Wk50.04 99.84 140,05 AH7•A7~M"C 554'44'19"E CA GA~tO"IL - 9.55 Itl 1 I 'f/ VI , UTV T'V VU 1/ • 138.00' 2763 71.88' 40°6 N32'07'28"WS46'2$ 39 E 1 -\,L 97'28V N34'12'4p8V PROPOSED a . ... r 3 nnAruA nr 1' _ \"~a lllt. NovsE S33'33 '56"W 115,75' %1,' 84.45' N34'1248" NIF ® 10.24 4007 0 125:61 JOHN F. ZAIST SNET N4$.4038"W cn VOLUME 107, PAGE 404 RTOWN. 1IW4 I 8.3.40' ~ SHEr N484038"W N48.4038"W N39'26'14"W 400° , W ~tteu ~ mitt: SNEI ; _ 12"TREE 51.801 100.171 68.52 003215N46'2839"W W/ WIRE N32'0728"WN49°3354"W 1 81.66 4 - x+ 115.30 99, A= 53'078 woad FENCE 4 f 1 11W2 6"11tEE 3s' R = 25.00' PAST W/N7RE 18»1REE W/ WIRE WIRE 12"TREE N49 33 54"W T = 12.5. 0-) W1s1r4Taf 'W 6 i8N544419"W W/ WIRE 20"M W/ WIRE t-- 33.2-- 50.72 L - _ -23.18 , WOOD 27.85 CHORD = 22.36 to N5014 36V FENCE CHD.80. = S7514'32 NE ti N 138.49' POST N43 5313"W brar, W/WIRE N4353 i3"W 5.72'lau it0059.03' CU3 UTILITY POLE Original Ink~C = i SNET SOUTHERN NEW ENGLAND TELEPHONE 0 0 FT FEET 0 HELT CO. HARTFORD ELECTRIC LIGHT COMPANY 00 REC. RECOVERED CP CONNECTICUT POWERjoltltbttrtvs BARBED WIRE FENCE TREE WITH WIRE GRAP141C 'SCA.'L.L. C 0 MON MONUMENT 100 0 90 900 204 LAND SURVEt7NG - HISTUWC L LMD RECORD RESEARCH TREE WMI WIRE HELD i COMMERCIAL & RESIDEMW. DDROPMENr - S.F. SQUARE FEEF 1 P.O. BOX 18* 179 PACH4UG RNER DRNE p STONE ON STONE FEETJEWEITCRY, CONNECTICUT 06351 W WITHZTELEPHONE ((dG0) 376-2006 CHD CONNECTICUT HIGHWAY DEPARTMENT i inch = 100, ft FAX 86d 35'6-5899 f WELL i REBAR OR DRILL HOLE TO BE SET m WOOD FENCE POST r D cf) J J I r' I 3 i I 1 r Y4' n ~w r r rn a. 1 r t rr~ Zvi! 2it~ 1 1 ~i' 7 i L~` Ja% I- ~J H61i pN~Y~-' CHD MON ~ os2 RACE / REC. CHD MON REC. SNt7' ~ `E% ( BROKEN TOP) ` 204,E ~ 558jE - 5 , N/F f 0 G 5NE! ~ , - ~ BRUNO MEYERSrHzo,6 / Py F C VOLUME 266, PAGE 770crI , S60'4257E S29'115D'E20<7~ 0 13527' r S5T27'17E 3.00 SDO'S8'43E i~ 7.72 2asg~ o ~~aas o 30.75' w, N F sN~r 5 ` aupu ~~NK ' o' 508'40'56 E / ~ F~ aSCOTTwARDELL2049Q~ , .E I o o~ ~ 4s.ss sNEr C~ R 26 25 fl VOLUME 277, PAGE 46 zoso ~EC~ ~5T ~6~ / st~o S03't2'27 E 1GIN5~p' I ~ 0 58.09EiSN~r RNp1K I l 205,x, QN ,_.r'~•\ I ~ ° wDDD ~rrcE PDSr sLONEI ~ z., uEra. r~NCE PosT g oA. SNEf ~ ~ ~ \ /30'iRFE RED/~' gg' G~' zosz ' ~ CHD MON ~ ~ ~ \ , sEf 9 ~2. N 71519LDi _ _A' RO ~ ~ W/ N1RE 8 ~ ~ ~ o ~ REC. ~ ~ ~I / ei• ` E 1149386.34 , E i 1 1 skEr .8' , INLAND I ~ c+ 2057 21k'6 , t i I JLL DRILL HOLE sOS. 533'09 50'W 1 WETLAND I ~ , ~ ~ RcO, ~ iB, rps.s7' I DE~.~I.IL a8 i CHD MON G40N PIPE ~ I ~6• S04'48 01 E NOT REC. ~ I tlVc r20542p5RFC. 1RON PIPE rr • i 59.58' g7. p$ e,, REC. II e2g2slVcI s5T4s'rsE f I ZAIST PROPERTY ~__......~,~. y~.,--~' ~ II VOLUME 107, PAGE 218 e100.38 ~ I o ; 1- ` F Z ~ I N~ ~ I Y- - IItDI „~.l 1 ~11 1 1 e ~1 ~f~ 1 11 `~~-l F 1 N 11 _ ~ ~ Np 11 1 N~ .w 1o~ Pan, 11 11m 11N/F o I1wM. zAlsT rRUSrEE 11VOLUME254, PAGE 275 11 1. ~ 11 • ' .F REFAR/fAP + ~ 11riT~ 5650355E 6~1p. 11 ..m 5 11 11 ~ s~Vc a~ i 44.68' +~65 ~ f ~ f ~ ° , f ` +11 r ° 11 t r'` . 11 'z 1 / 11 IRON ZAIST PROP ~ RTY 11 ,PIPE 1 ~y ~ REC. VOLUME 5$, PACE 145 1 , 11 i _ ~ t.AREA = 90.14 ACRES 11 ~ z Nm Ns 3 926 789E S.F. 11 a` w 11 r ~ w ~ • r W I 1 t` 1 1 n 11 ~ - 11 11 ,V~ 11 11 >t'!L 11 1 1 ,V1~ ti 11 ~'`a, N~ N 11 t 3 J.N~ rn N 715845.73 11 , t 11 `J E 1147489.53 „~ M~ I 1 N/F 11 BALF CO. 11 VOLUME 145, PAGE 25'5 11 y t fv ~ REflNR/GIP 11 SEf 11 110 r~=~ 11 11 y 11 - ~ 1 I 1 ry ~ 11 11 1 ~ ~'~ S Nd~ 46 491Y N32'56'11 "W 11 N28'07'0014' O~,,g 0~, 38.0 55.41 N32'15'13"W I 22.24P ~ I N1T06'21'WS~ 163.73 N39'2614"W II y, N1T47'OiE N49'33'54"W 8' s e e sir 110,98 U N29'39'431Y 138.00' ~ 150.08' 2~'~ ~mE k 6S~!'y 61REE W WIRE r_, N43'5 ' N46'2839`W ,~g•4038 N32'36'47`W / N50'1436"W 313"W 115.30' ° N a1OY~ 119.17 i. 134.49' 65.05' D~ N3Yr 222~1N N/1• +z' x ZID.40 24YREE W/ WIRE9RF i< N& I POST RIME t i JOHN F. ZAIST swr 18-MEE W/ WIRE sa[T N30'4940V VOLUME 107, PAGE 404 sir WOOD FENCE +dPO k 249. sp&7 liner POST W/191RE sir uis N54'44'19'W 12-TREE W WIRE 189REE W1 WIRET i to Lau 27.85' / 4010 W f8'1REE W/ WE swr wit6?REE W/ WIRE 20"fRf~ W/ WIREWOODFENCE C POST WIWRE 1 Q cS7 r` N rl N ~ j czb UTILITY POLE SNET SOUTHERN NEW ENGLAND TELEPHONE Original Ink Drawingr i FT FEET HELT CO HARTFORD ELECTRIC LIGHT COMPANY O ~v 0 REC. RECOVERED CP CONNEC77CUT POWER COMPANYI lid 0 11 T -k- BARBED WIRE FENCE TREE WITH WERE GRAPHIC SCALE ~ I jo n a rt rs am& I . IMONMONUMENT120060120210 ~ TREE WITH WIRE HELD I ~ SL• L. C• S. F. SQUARE FEET tT LAND SCORVEnNNG - HISRIRIIC DIECORD RE CH p STONE ON STONE W/ WITH ( IN FEET ) P.O. BOX 184 CHD CONNECTICUT HIGHWAY DEPARTMENT i inch = 120 fL 179 PACIIAUG RIVER DRIVE JEWETT CRY, CONNEC17CUT 06351 Q WELL ] TELEPHONE (860) 376-2006 REBAR OR DRILL HOLE TO BE SETAX (860 376-5899U1 ~ ® WOOD FENCE POST I L O a i u_!L 1 G - 4 t i L l r_ _ 5• L~ ~ l.OT9 o~ 1 WF~,-rpg V _ ; .WF>1' - t25 WF~ 1-,10 ~ ~ , ! 1 WF 1 _ / 119 F.~,~ wFN? - r26 ~ Y"-T' J°~ ~ a. _ M'F 1_1 ~~r-124 ,;:g' ~i~i-i14 ~~1-1132) M'F~1_ . 1 ~ - wf' r _ M'F~1-11 f 1 115 ~ • ~ ~ 122 ! B F~1-112 1--~11 i 3' i wF~}-.117 I 2J s•~ wF 5- ~#3-26 ~'fs`24 ~ ~ ~ i z9 Is ~ t raa;4wF~s-27 MFG-2s _ _ e . -Y!~ is-z1N rrEn.,~os Saar tTMP•) awF~S_~ M'F'~5'20 5-30 A WF s_ ' S~~ ~ r19 11 WF _ / ~ iB ~ S 31 4 1 M'FR'S- sF ~/S- r 7 'I P 5Q' l ZEp ~~1.AEA - i.r_ f~~PR / ikF~S° i 6 i. ~ R WF _ ~M'F~5-14 \ / ~ 5 13 /5°15 L___ .,..r ~ ~ ~ it - - - 5- ~ i . 3-i ~5-il l 3 f L f~~ M'F 5- r ~ . rmMnR r ~~r i iL • ~ ` i n t! ~ ' }ti ` i/: ~~5-a ti SYSTEM / / f~ TF1 ~A , ~ ~ , ors -s / ~ ~E?(ISTING BUILDINGS TO l~ ~ 1.. RESERVE SEPTIC / ~e / BE REMOVED AFTER ~ r ~ ~ i ~ s ' SYSTEM SALE OF LOT 1 "1.-, ~ / ,~0 ~YF' 2-8 f ~ip5-x ~ ,~'1 ~ l ~ ~ / ~ ~ ~ ~ ? s S ~ / U / / 4 / CK PROPOSED TREELINE ~ Alf ~ 0l ~r0 ~ do CLEARING LIMfTS TYP. ~ ~ N ,L ~ ~ ~ ~ nr 1c ~ s+~e ° r L i I YJ~~ 1 r I r l r a••' ~ ~ ear L GS oszsF ~f r, J) i 3 r J 50 0 5D X00 J SCALE: ~ "'=~0' i-~ t ~~i t~ T ~ i d~ 5 8/27/04 Bui] ro 4 8 18 04 / / 9 8/11/04 a 2 7/29/04 C5i c 1 7/15/04 1 c ro No. Date a. ~~~111I IIt1 H ~~~I~~ ~ Q~~~ ~S~ I ~ ~itflw~ Q ~ . ,~r s r e Q ~ i - ,ro . n. ~ 1^ r . , i Q _ ~ ONAI. i r ' , . ~ fj~ 1 1M r M r C7 * ^ Y rp' ~ _ 1~ i~r _ t ~ n r b... I LOT 2 TEST HOLE DATA: ,PERC TEST_ D~4TA f TEST HOLES RECORDED BY ROBERT RUSSO ~ EP fi~C 2: N APRIL 2004 7~~TAL DEPTH - 24" ~ R'ESOAK AT 9:5p _ r_ TH ~ 2A _ ~ 80" TOTAL DEPTH '12;46 - 9 1/2° ti~ 0°-6" TOPSOIL, VERY DARK BROWN VERY FINE 12;51 - 11" ~ f SANDY LOAM 1:56 - 72 1/2° _ ~ i ~ 6°-22" SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM I psi - 14" 22°-80" BROWN TO GRAY BROWN GRAVELLY LOAMLY SAND ~.p'~ - 14 1/2" % ~ ~ • + ' , W/STRONG BROWN & GRAY MOTTLES l r.11 - i 5" gpGK o~ ~ NO BEDROCK 9:16 - 15 1/4° SN~~ 5 30 5~ WATER ~ 76" / WET ~ 22" 7:21 - 15 3/4.. MOTTLING g 22" '1:2B - 16" 5 i ~ j i I LH~Q 1;~IG - 16 1/2•• 86" TOTAL DEPTH '1:41 - 16 3/4" i°-9" TOPSOIL, VERY DARK BROWN FINE SANDY LOAM y,qg _ ~7"24 9°-25" S116S011. STRONG BROWN GRAVELLY LOAMY SAND y:5'1 - 17 1/4" 2 o': Zq' I ,z- ~ 25"-86" BROWN & GRAY BROWN GRAVELLY LOAMY SAND W/GRAY & STRONG BROWN MOTTLES U'SE LAST 30 MINUTES i g~~ gETBACK ~ INO BEDROCK FFBDM 1:21 TO 1:57 - 1.5" DROP WATER ~ 84" / WET ~ 30° 30 MIAV / 1.5 IN = 20 MIN/IN r MOTTLING ~ 25" pEIRC RATE = 10 TO 20 MIN/IN i_ _ a 2~ ; / PROPOSED ~ 1 p,ppp 30POSED BUILDING ' ~u ` 10,000 SF ~ 24' ~ ~ ~ u, rH ~zc I z~ 50' FF~242 I ~O~SED FF~242.0 / i 1 ~ a 93" TOTAL DEP7H ~ESIC,N DATA STOCKPI6~ / 2~~ Q 0"-8" VERY DARK BROWN FINE SANDY LOAM LG?g 2 AREA ' ~ - BUILDING S, It TM~an / \ _ ~ ~ ~ 1~000S \ s J SPACE. $"- 29" STRONG BROWN GRAVELLY SANDY LOAM IJ~NG S~ BA;ED J9 \ PiRIIMARY SYSTEM: OOOSF E SPJ11~E ti°~ I ~ ~ 29"-93" GRRY & BROWN GRAVELLY LOAMY SAND pEIftCOLATION RATE: 10 TO 20 MIN/IN (20 MIN/IN) WEE ~ \ W/STRONG BROWN & GRAY MOnLES yp,mpp SF auii niur, - 35n rpn ~ k NO BEDROCK ~AP~PLICATION RATE: 1.2 GPD / SF _~a~ easnNC cr~ve~ i MODIFl T~ ~ ~ , \ LOT 4 e~~~`~c 4~ ~ ~ ~ ~ PRIMARY SEPTIC REQUMtE ~p ~ SYSTEM \ ~ppRQyK P~!Kx~"' - \ (11 WATER ~ 86" / WET ~ 29" R'E~Q. EFFECTIVE LEACHING AREA= 350 GPDODIFl(,('~QiON TO THESE C )/(1.2 GPD/SF)=2mMOTTLING ~ 29 [ l Q~p~ REV~EW N~ - 1~ m USE A 12" DEEP x 48" WIDE TRENCH q EFFECTIVE LEACHING AREA OF TRENCH = 3.0 SF/LF n ~ \ ~ \ G Pr ae NCw~S WHEA ~ rH as 1 ~ pp~l~ ~pM I \ (n LEMGGTH OF TRENCH REQUIRED=(292 SF)/(3.0 SF/LF)=97.3 L ACAS ~HEALTM a$TRICT ~ ~ = 85" TOTAL DEPTH pEIP7k TO RESTRICTIVE LAYER: 22" m 0"-10" TOPSOIL, DARK BROWN VERY LINE SANDY LOAM ~~ppE: 2.0~ R s ly ~ 10"-23" SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM HIF=62 FF=1.2 PF=1.5 ~O ~ DVS e ~ ~ 23"-85" STRONG BROWN TO GRAY BROWN GRAVELLY A~IL'SS=(62)(1.2)(1,5)=111.6 LFt' \ \ i# ~ PROVIDE SILTFENCE ~ ~ % ~ ~ ~ LOAMY SAND W/BROWN & GRAY MOTTLES 195 ONE ROW OF 115 LF TES \ / ~ + ~ NO BEDROCK LEY6CHING AREA PROVIDED = 345 SF TEST / WATER O 80" / WET ~ 23" ON APrNao RRbP~D NAOIT~ING O 23" I~SEESAME DESIGN AS PRIMARY SYSTEM TH # 1 \ RESERVE SEPTIC X24, ,~,_ 79 , \ ~ SYSTEM - J- - J L NP. 2a' { ) , ~ LOT 3 s~° r z3e ~ TEST HOLE DATA: PERC TEST DATA ~2~-3 PAVED DRIVEWAY 33"-3 ~ ~ ' TEST HOLES RECORQED BY ROBERT RUSSO P,ERC 3: i Y r~_. 1 _ _ - npsznN !-rva ~ _ _ 1 ~ 30' SETBF~'n, ~ f t q { WfN1 _g~ ~ f 'T f ~ ~ f1c N ~ `"',82 1r ` ei PROPOSED1Wr„ T„ 10.000 '~ Fp'-83 I I PRIMARY ~=2~. ~ , ~ M I I ~ SEPTIC J { i-f 4_ ~ 5p, ~ SYSTEM ~ EGV~rEp AR~ ~ I I I BUILDING SIZ 1.000SF OF FNS-~a I i- dt9,000SF/~ SPACE. ANY i~ RESERV SEPTIC LVT 3 Mpp~~np ' SYSTEM I ~ i BUILDING ~ i~2pEQpUpI/R~E~•,RPWFfi- M IrI'RV~e'1L s yam- ! f ~ I I I I N f K . -e6 ~ NCAS HEAL Ii 3 11PROV~Dc G ~ ~ TH #3C (PERCOLATION RATE: 10 TO 20 MIN/IN (15 MIN/IN) 33•_9 ) f1 " VI\V tt11 Ptl \,d I 1 L..l_~J c./.TV 1 4,// T 33 -90 GRAY STRONG FINE SANDY LOAD ~'V/STRONG 3:51 - 13F86" TOTAL DEPTH '10,000 SF BUILQING - 350 GFD BROWN MOTTLES1 ~ ~ N '~ WF~~-88 ~j0 ~ s~~~f 0"-10" TOPSOIL, VERY DARK BROWN FINE SANDY LOAM APPLICATION RAGE: 1.2 GPD / SF NO B ' 1!J ~ ~ s 10"-23' SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM (REQ. EFFECTIVE LEACHING AREA = WATER NO BEDROCK USE LAST 30 MINUTES50' WETLAND BUFFER MARKERS TO 8E r Cy, ~ w U PLACED APPROXIMATELY EVERY 50' ON 5Ei0P TM ~ 23"-86" BROWN & GRAY BROWN GRAVELLY LOAMY SAND (350 GPD)~''(1.2 GPD/SF) = 292 SF MOTfLI WATER SEEPS IN ~ 30" FROMI 3:21 TO 3:51 - 1.5" DROP CENTER ALONG THE 50' WETLAND BUFFER 1 ~ ~ - ~ / W/BROWN & GRAY MOTTLES iUSE A 12" DEEP x 48" WIDE TRENCH MOTTLING ®27" 30 MIN / 1.5 IN = 20 MIN/IN z iEFFECTIVE LEACHfNG AREA OF TRENCH = 3.0 SF LF TH N4 ~ ~ ~ ~ ~ NO BEDROCK / ~LF PERG RATE = 10 TO 20 MIN/IN o 0T4 ~ WATER O 73" / WEi ~ 23" .LENGTH OF TRENCH REQUIRED =Q2• MOTTLING O 23" (292 SF)/(3.0 SF/LF) = 97.3 LF 0_9. 102" TOTAL DEPTH ~ ~~I~~ QEP7H TO RESTRICTIVE LAYER: 23" 0-9" TOPSOIL, 'VERY DARK BROWN TO ~ o C i ~ s SLOPE: 1.79' BLACK VERY FINE SANDY ~ ~ ~ ~ iHIF=56 FF=1.2 PF=1.5 24.23 I~ fF'r1 Q " BR NONE ~USESONE6>ROW)(}F510500.8 LF 9"-24" SUBSOIL, STRONG BROWN STONY FIINE SANDY LOAM ~ c °z ,C7SEESHEET5 / so' SETBACK ~ 1.~.;' WP ±-91 ~ 24"-37" SUBSOIL., STRONG BROWN ST~J~MVY FINE SANDY LOAM ~ rn Z W/GRAY & BROWN MOTTLES o ~J' , ~ WATER 39" (LEACHING AREA PROVIDED = 315 SF 37"-t _ ~ MOTTLES 25" 37"-102" BROWN STONY FINE SANDY LOAM W,/GRAY ~ n ~ 1 LOT7 , WFN~-99 1 WF 7_. g2 & BROWN MOTTLES ~ ~ m ~ I TD 72" .RESERVE SYSTE~A: I R POSED DRBV AY ' (WATE!R SEEPING IN CAD 26" AIN© BELOW) D ~ o & P~4RKING NR ( p- 6 "TOPSOIL DARK BROWN FINE SANDY LOAM FUSE SAME DESIGN AS PRIMARY SYSTEM y~rATER NO BEDROCK WATER SEEPS IN ~ 2~6"1 P wFB~-ss / ~ ni zc y ' \ ry~ ~ ~ I-~' 6-25" SUBSOIL STRONG BROWN SANDY LOAM M01TUMOTTLING ~ 24" DR~OSED GILDING L \ _ ~ ~ 25-72" BROWN GRAVELLY LOAMY SAND WITH MOn~ES ~ r DESICa1V DATAP1 / 10,000 ~ WFk~-93 FF~232.0 ~ ~ % LOT 4 ~QT 4 WF t-10 ~ x'98 WFN~-97 ~ FF~~ WFB~6 RESERVE SEPTIC LOT 2 ~~~~FSYSTEM PRIMARY SYSTEM:20~ / ~ PRIMA ~ I ` ` ~ ~ ~ fT1 PERCOPERCOLATION RATE: 10 TO 20 MIN/IN x(20 MItW/IN) IILDING SIZE 81~Sm / 9' ~ I , m 70.00 . 000SF OFFICE SPl1!~E N 1 t' ~ N(DN-WJ04EN FILTER (FABRIC APPLI 9,000SF WAREHOUSE ~ ~ ~~I ~ ,'sa = 6" SOIL COVER ~ ~'~ R STONE REQ. GJrc ~w OD~nOIK`F.n~ ~ f'r7 I~4n, LLSF 4 10,000 SF BUILDING - 350 GPD APPLICATION RATE: 1.2 GPD / SF do 9,000SF REQ. EFFECTIVE LEACHING AREA=(350 G~Pa)/(1.2 GPD/SF)=292 SF w`N' 10 ~ 1 uN~`a'co~s) *ry„~Y / gp~ SPACE. AN a MODIFICAl10 BllItDING N PROVIDE SILTFENCE / ~ / REQlJIR~E-l1 , \ ~ / USE A 12" DEEP ~ 48" WIDE TRENGH EFFECTIVE LEACHING AREA OF TRENCH 3.0 SF/LF LENGTH OF TRENGH REQUIRED=(292 SF~i,/~3.0 SF/LF)=97.3 LF Y~' DEPTH TO RESTRICTIVE LAYER: 24" l^~,ec~.`U ~ ~ r SLOPE: 5.8~ ci~ ~,33a HF=34 FF=1.2 !I?F=1,5 CC~c.-1-~ber x,00ry / / PROPOSED w NC~S HEA a = ce 1 \ f ~ / M STOCKPILE MLSS=(34)(1.2)(1.5)=61.2 LF ~ 1 ~ r / AREA / USE ONE ROW OF i 00 LF ~ g v LEACHING AREA PF~OVIDED = 300 SF i ` / PRIMARY SEPTIC ~ ~ RESERVE SYSTEM: ZB SYSTEM PROPOSED TRE~LINE O USE SAME DESIGN AS PRIMARY SYSTEM CLEARING L ITS (NP.) 23 J B/27/04 Buiidin~ Use N®te Added & Road Renar.~.ed CL~ iE~ ire®~r'°'~ 'r1~~ C 8/16/04 ~ie~. Revisions Ic~7Ij, STRUCT~JRAL ~.7URVEYING6/ 11 /04 Adiis~c. Revisions 30' SETBACK c c ~ ~ m ~ LOT 1 0 SEE SHEET 3 J 40 0 40 gp r~ SCALE: 1 "=40' 0 J0 CLA 4"~ + . - r ~7~Y~i - - r t_' - r- 7- i L i '1 f j ray i r~rrr ti A~TA z z r - - c o ~ r 30'. o ~ ~~ o j f'lnnr+n.nC ! n ~ rl ~ ~ T iv i~+ ~ ~.a dj~ - - i ~T. r: 4.~ , C PROVIDE GRASS LIKED. SWALE (TYP.) y~ r SEE DETAILS) I ~ _ • 1 asR=15' (TYP.~ BUIIERTOYYN r i i \ ~ ~ 24~ PRO / ~ -~.~ Clr ~ ~ ~ o SILTF 24' / ~9p~G PROPOSEa~` 23s 9, 4 _ L p S F~ WELL ~ -T 2 ~ a ~ 2 l J ~ - - 1's I. 1 238 ~ - ~ 7~ L - i P (POSED BUILDING I ~ 10.000 SF - ..y ~ ~ ~ ROPOSED r FF=241.5 H ~ I ~ ~ + IWE~L I~IIINLDIkG SIZE BASED ON A;O F ~ I ~ ~ar° ~DFRIGE SPACE 8c f PROPbSED TiOM T 1 gp~US FC( THeSEI BU~p~NG USES WII F ~ ~ROPOSED BUl~DiN~ - = ~ ~ ~ (Ay~~ ~ ~Ft~OUIRE ; REdIEW ANO APPRO ~ ^ ~ IFR41~ ~ ]}CIE UNG4S HEALTH zs ' ~ r ~s• w w~rtEHOUSE SP MNY L. Z r _ 10.000 SF f - - / ~ DISTRICT. f t ~ i, s ~a FF=239.5/ ~ I' 4.1 24' BUILDING SIZE BAS OW' 1.000SF I ~ 1~ ~ / ~ a v~~n;c xiwc a atuwai i ~ ~ ~ ~ i. WAREHOUSE 3`PACE. ANY \ I - ~ ~ ~ ~PROPOSED~~KKIGFICATION TO 124' \ ~THESE BU U~a'ES WILL ~ r' ~ N !Y ~ Y 2 REQUIRE ANO APPROVAL a~~T. ~ ~ sEraAC~ ~ - .r: T L s - t I - _ - LOT 7 ~ ~ ( J y- i ~ ~ - ~ _ ~ I {fig _ - - - rN ya ~-f'RIANl~flv"'M ',SEP'TMC st- PROPOSED ~ SYSTE:I~I jJ _CQ ( I STOCKPILE PRIMARY SEPTIC I ~ n, ~ j ; ' AREA SYSTEM I ~ I ~ ~ \ \ - , d dRE'SEFd1rE SEPTIC - ' i W ~ ~ rk a,,~ i~~ ~ \ SYSI~EI~ N PROPQ ( n ~ \ AREA r ~ y -^ J _ u 12 I INVERT SETBACK ~ 30' 6" 236 P~ \ ~ I I I \ \ ~a PROVIDE ~ ~"aq 48" WIDTH I `I ~ I SILTFENCEI - r~ ~ 18" , RESERVE SEPTIC o5eiI~ SYSTEM ~ PROPOSED TREEUNE ~ ~ 4 MOTTLING ~ WF~'~~z ~ ~ PROVIDE & CLEARING LIMITS (NP. LINE a D SIITFENCE I ds '~, F~ '3 ~ \ ~ SEE SHED ~ ' m ~ 12" x 48" LEACHING TRENCH " 9 ~ ~ 0 0 ' ~ ~ NOT TO SCALE y. m D C z m ew`,~,_,5 ~~J ~ ~ ~ I LOT 6 ~p CV I I TIEST HOLE Ce~~1~,~:, i ~ ~ J ~~T~ mTESTHOLESR~C~IRC~EQ 6"~ IRo~BERT RUSSO I ~N~~~6 ~ ON APRIL 204 D wF,p,_~~ I ~ TH #6A SYSTEM N sTIgN RATE: 10 TO 20 MIN/IN (12 MIN/IN) z SF BUILDING 350 GPD ~ I ~ 77" TOTAL DEPTIH PERC 6: TEST HOLE DATA: PION RATE: 1.2 GPD / SF 0-4" TopsoiiN Ihrtouarv fdr~e sandy loam TOTAL DEPTH - 24" TEST HOLES RECORDED BY ROBERT RUSSO PERC TEST DATA FECTIVE LEACHING AREA=(350 GPD)/(1.2 GPD/SF)=292 SFwFdr_l8 4-28" Subsoiil ;yellow thrown sandy loam with stones PRESOAK AT 11:09 DEEP' x 48" WIDE TRENCH 28-77" Gray an~dl tlerawm an~~ loamy sand to sand wit firm in ~plmoeBR moin~e ON APRIL 2004 PERC 7: F ~f~,C!HIKG AREA OF TRENCH = 3.0 SF/LF . 9 NO BEDROCK 2.24 - 4~ TOTAL DEPTFH - 24" DATA 2:29 - 6 1 /2" H , PRESOAK AT 1 1:4~ LOT 7 OF TRENICH RE4UIRED=(292 SF)/(3.0 SF/LF)=97.3 LF ~~Ce1Vec~ ~I~ WATER 75" 2.3¢ _ g^ 84' TOTAL DEPTH PRIMARY SYSTEM: 'O RESTRICTIVE LAYER: 23 e,~be.~' I~ ~ ~o~~ °t ~ ~~~m a, ~ MOTTLING ~ 2~°' 2.39 _ 9~ NO BEDROCK 1:40 - 10 3/4" PERCOLATION ROTE 2:44 - 10" WATER 64" ~ :45 _ ~ 2 ~ ~2 • 10,000 SF BUILaINFF=1.2 PF=1.5 , ` k ~Uar~ ~v``C 54)(1.2)(1.5)=61.2 LF ~~ r r,,r ~ c~r~ ~ rTH #68 MOTfLE'S 24" ~ :50 _ ~ 3 ~ 4~ APPLICATION RATE: 2:49 - 10 3/4" ~ REQ. EFFECTNE 'L iith stones. 2:54 - 11 1 4" 0-5" Topsoil dark brown fine sandy loam 1:55 - 14 1/2"I I 81 " TOTAL DEPTfB 0-10" Topsoil) ~rrpwn ~Fin~e sandy loam ~ I ~ I 10-21" Subspill quellYcww torawn sandy loom with stone sand with stones 2.59 - 12~ / 5-24" Subsoil yellow brown sondy loam with silt and stones 2:00 - 15 1/4" USE A 12" DEEP' EFFECTIVE LEACHIN 3:04 - 12 1/2" 24-84" gray and brown sandy loam with silt. 2:05 - 16" LENGTH OF TRENIC 3:09 - 13" NO BEDROCK 2:10 - 16 3/4" DEPTH TO RESTRIICn ~ 21-81" Gray arvd m~ro~wn anal loamy sand to sand wit o I I stoners rtn~~ttllres 3:14 - 13 1 /2" WATER 64" 2:15 - 17 7 /2" SLOPE: 5.2% I NO BEDROCK 3:19 - 74" MOTTLING O 24" 2:20 - 18' HF=34 FF=1.2 WATER 76" 3:24 - 14 1/2" 2:25 - 18 1/4" MLSS=(34)(L2)(1. 3:29 - 15" TH ~7B 2:30 - 18 1/2" USE ONE ROW ~~F A P MOTTLING ~ 21 " i L ~ r~~ TH #6C 83" TOTAL DEPTH 2:35 - 19° LEACHING AREA PR USE LAST 30 MINUTES 0-11" Topsoil dark brown fine sandy loam 2:4~ - 19 1/4" 80" TOTAL DEPTIFN FROM 2:59 TO 3:29 - 3" DROP RESERVE SYSTEM: with stones. 11 -30° Subsoil yellow brown sandy loam with silt and stones USE SAME DESiGiN i i I / ~ ~ I I 0-8" Topsoil dl~R1c br~o~wn fine sandy loomm sand with 30 RAIN / 3 IN = 10 MIN/IN 30-83" gray and brown sandy loam with silt. USE LAST 3J MINUTES a 8-22" Subsoil ~nellllamv bnc~~virn sandy loam wikh and st 22-80" Groy mr~d ~raawrr anrJ foamy sand to sand wit ° c' ~ / I mottles firtrnti in pllace PERC RATE = 1 TO 10 MIN/IN NO BEDROCK FROM 2:10 TO 2:40 - 2.5" DROP NO WATER 30 MIN / 2..5 IN = 12 MIN/IN . ar . yy~~ =rMOTTLIhYG ~ 28" PERC RATE = 70 TO 20 MIN/IN l~`Il.,I NO BEDROCK m I / I WATER 76" DESIGN DATA TH #7~ a I I MOTTLING ~ 2'2" LOT 6 79° TOTAL DEPTH PRIMARY SYSTEM: 0-17" Topsoil Dark brown fine sandy loam 5 e/z7/a Du PERCOLATION RATE: 10 TO 20 MIN/!N (10 MINI/!N) 11-24" Subsoil yellow brown sandy loam with silt and stones 4 a/ie/aITH ~6D m ~ ~ ~y,~ W 79" TOTAL DEPTH 10,Op0 SF BUILDING - 350 GPD s e/it/oakhandstones. 23-79" gray brawn sandy loam with mottles sand with stones APPLiClIiION RATE: 1.2 GPD / SF NO BEQROCK _ 2 7/2e/os00-6" Topsoil ~dgnk browwn f6ne sandy loam REQ. EFFECTIVE LEACHING AREA=(350 GPD)/(A.2 GPD/SF)=292 SF yyATER 65" i 7 15 046-21" 'SubsouE ;~ellllow mnawn sandy loom with stones. USE A 12" DEEP x 48' WIDE TRENCH MOTTUh'G O 23"22-79" Gray and mrnwm and loamy sand to sand wit ~ stones rcr+~tCl4es EFFECTNE LEACHING AREA Of TRENCH = 3A SF/lF i~ a~ p~ No. Date ao o ~o eo NO BEDROCK LENGTH OF TRENCH REQUIRED=(292 S~)/(3.0 SF/LF)=97..3 LF TH ~7Q s~K ~Raw~r+~ ~oout~a w,,,,,,,,,~D WATER 76" DEPTH TO RESTRICTIVE LAYER: 21" CLA SCALE: 1"=4~D' ~ AOTfLING O 21" SLOPE: 6.4% BR NOSE SY CL~ ENGN~S, ~G. `~~~OF cs MLSS= 34 F 1 22 1.5 F 61.2 LF WATER 30" ~ ~ ~~'~fp USE ONE )ROW )OF 100 LF MOTTLE'S 30" stn~~ FALI~N~r.aRFl~ PBQVJDF - TD 83" i ~ F t w ~ Yi f s t 1 ~ . . f I ti n Z T ° r- O L n ih~e s ~~e~~r f e e l di o ~ ~ DC °ave8 ~ Z i r Porgy „ ~ ~ ~ C o RaAD ~ z Q ~ / ~ y. r r. ~~w BURNER m ~ J ~ ' (0 i ~ i i ~ r ~ ~0 T PROVIDE GRASS ~ ~ a.- ~llNFO, SWALE ,(TYP.) _ E SEPTIC SEE DETAILS ( ) SYSTEM i ' ~ W ~ {~,,~~o~ ~t 1~~ ~ ~ r , , , ~ , , ~ , i r Ilonama8 z k~~ ~ ~~ ti ~J ~'0 ~ jV ; , ~ T~11.. ~ ~ !~P a ~ ~ 1, ~ ss I ~ ~ r° 2,4 PROVIDE ~ ~ ` ' f~ 11`'' x: , SILTFENCE "di PROPOSED 2 ~ h• p~d 1' JaQ4 FNr S F WELL ~ 1~J r ~ 2 h ~ "f ti lii` ~ ~Yr ~ y1PRIMARY I 1i` ~`1y ~~ i 1 I I i - 1 1 ~ I _ 1 ~ 23a ~ ,IBl1~.DNrC ~ ~f ~ / ~ 1 06D SF ~ ~ 4 1 ~ ~ ROPOSED ~ fF~ 241.~ ~ / 2~4' r WELL ~ ~ ON ~fi;0006F ~ I 24 SPACE dt ~QO(~ F AM' _ L 1 S Z10NTO23 WF ffiLt~~CAT14N MAP siI / I r SCALE, 1 "= 1000'1 ~ rI RCA lM~~! ~i °1R~d~L, ~ _ e I --_.FB,~fI'~IEUlrC~iS Fi61L1HQ,000 $F 2~ DLSTRICT. lfF~2.~.3 ~ f - ~36 2BULD~lG SRE ON 1 ~OOOSF r- z rC3 0 fr r m n p p 24 ~ 2 REgIlMSE A1~ APPROVAL / " ~ O ~ ~1~0a! 1HEF~EAI.~'FI i ~ A a. ZDCKrSE's ` t ~ ~ Z r N ~ r ~ ~ ~ Zrnm Uu Q ~ s ~ ~ D rn r W~' r- T ° Z D P'RIMARY SEPTIC PROPOSED SYSTEM STOCKPH.E ~ y1 M PRIMARYSEPTIC AREAx SYSTEM ~ 50 Tk ~ ~ ~ ` RESERVE SEPTICM a ~A ~ SYSTEM ~ PROPOSED ~ ~ f ~ ~ ` STCKPI ~ s,\ ~ O LE AREA A ~A\ 1 . ~ ~ se r r ~ ~ r-- > ~ r- 2~I" 1 ~ SILTFENCE I O ~ RESERVE SEPTIC ~ sa w 4F~1~ ~ SYSTEM PROPOSED TREELINE E a? ~ ~ CLEARING LIMITS (TYP. ~ ~ PROVIDE rb~,,.•~ T 4WF~ r~ r- i I sg ~ ~ ~t \ 3 \ ~/I~~S ~ J ir , 4 ~ ~ o ~WFlr _,s ~ ~ Z I O r O m ~ D ~wF~,, s 0 O D sZ c ~ C wF , ~ Z ~ m A rn r m O 50 - ~ Si~'_'_!' 50 ~pq _ JJ ZSCA SCALE: 1 "= 50' D u h ` ~ ~ e~1r.. q u~ ~ece~~e_~ `1 3 S a n1 Z~ 2o0~{ a~ 1 1 ova n ~ erg MWFtry ~/r,e6 / i., ~ ir_ ej E 0~ ~ \ U7 ti ay wF~ r c~ r~ ~ ss/z7/~~ ~d27/04 Building Uae Note Added k ldiac. Reviaiana ~L~ ~n~~~~ ~11c~ Y 4e/ie/~ 18/04 ~[iac. Revieioma ~ 'CIVII, • STRUCTURAL • .7UR~ EYING c~ ~ ss/ii/ o4 27/29/ 0411/04 ]Gtac. Revisio: na nn / n.O c ..~,.r f wF1,,~ C ~F/1,g 1 "r' te` 1 7 15 04 lei ~g ~#F.. ctiS 9s No. Date L. WF ~ 1.. ILg3g? .i ~ r--. ~ t `~d ,~~r ~F ~ ~'NIS ISt~N ~Rf~lI~A~. Oi . ge ~ ` ~ F ~ ~ ah~a, INI{ DRA~IINGPI~ cC r+. 0~~~~~ ~m~ ~ wF z 1I~,ga 1 ~ ~ ~ . i.~ E~I~IN~_Si~~ j J- _s ~a~- f h Oa s~ r o~ J o~ r~~ -f r - c~~ r+ Y 1 J ' i 1i r 4 ! I r 4 i ~r " 1~11~~~1111 ~Flr~l I Z T 0 r 0PROVIDEGRASSn 0 PROVIDE STAKED _ _ ~ PAVED DRIVENlAY LINED SWALE (NP.) Chesterfield ° o _HAY BALES AROUND - APRON (NP.) (SEE DETAILS) ~ ~ ~ DCULVERTINLET i i ~ 0 Davis ~ z D ~I ~f'1T Q PDT a PROVIDE 15" RCP ® ~ RaA~ ZR=15' (NP.) ~ g~RTpWN RQAD DRNEINAY CULVERT TYP v. _ ~ _ ~ ~ ~ mod. ~ ~ , ~-yi~, M ~ ~ i r O U ~ - , ~ i a ~ D 230 Q / ~ ~ 24~ r,7Qp i' i 4' PROPOS~e Ci , ~ ~ ~~1 ; Lake ~ ~ F WELL ~ 232 Q T~ y ,S,V/,\1 111 ` r`r~ iI \ N / ~ \ o ~ i9- - - - ~ N 9. - ~ cos wE<< I ~ N. ~5~ ~ ~ ~Pi~t~lECT .''l \ 1 ~ q Fti US ~'y N. I I I 7 Rq~i~SC ~ 232 I ~1 1 ~ C/ ~ ~ } ~ ~4 rF~Qpr,,. ~ ~ 4~ f ~ ~L 23 ~ V 1 PROPOSED BUILDING ~ • ~ 10. 000SF 1 ~ ~ ~24' FF=234.024' I I PROPOSED ~ ILDING~FF~ 237.08 BUIL~ QINGSIZE EASED ~E ~ 24~ ~BUMDINGO~~F~FlCEBASEDOOOS~ 1. OF'f1CESPACE ~ ~MIY ° A'C~K~ED~AIQDIFlCATiONI 9.0005Ew~1REH0USESP TO TH£SEBUILDING USES ~YiIQ MIY PROPOS~MODIFICI REQUIRE REVIEW AND I TO THESE BUILDING tf9E'SAPPROVAL FROA1 THE UNCAS „ I I REWIRE REVIEW MID LC~ CATIC~NIUTAP v" SCALE: 1 "=1000'HEALTH DISTRICT. I > I ~ APPRdVAL fFtOM THE UP HEAl7H DISTRICT. ~ . r. 2a r 1 ~ o LOT 9 ~ ~I o LOT 8 I ~ _ - ~ ~ Y i I PRIMARY SEPTIC i ~y i L i' s,, SYSTEM ~ I PRIMARY SEPTIC 30 fib. PROPOSED I ~aq SYSTEM s 1 SETBAC r~ ~ \ \ STAREAI`E ~ PR ~ ~ \ ~ SEf ACK Z,~, ~ ` STO LL1 ' Q_' \ Pr 9 ~ rtl gy a' 8~ ~ ~ ~ T 8 -1 `{ ot~ . ~ I I v S -1 SERVEYS EIM ~ . ~ I \ ~ ~W I / ~ PROVIDE ~ ~ ~2..-si30' s ~ \ ~ w ,, 56 ~ ~ ~ ~ ILTFENCE ~ ~ SETBACK i } ~ n' a~ RESERVE SEPTIC __I 'r I (SYSTEM i. I'' WF~~ w`~~~s~ PROPOSED TREELINE &C ~ S'PRONCEI s~ PPP CLEARING LIMITS (iYP.) ~ i ~I t ~ WFi~7~59 ~ i i ~ ~WF. NI~6pLJMR (TYP.) ~ ~I 1 Y wF~~_~ oI TH 9 1:31 - 19 3 4" ~ ~ 48" WIDTH ` ~ j.63 I WF pA~,6$ I WFIf'7,66`~~ ~ ~ ~ pppwF~~~ ( 79" T07AL DEPTH 1:36 - 20" r~ ~dr, syI~ 4 Sao wFNr, s~ ~aO - / I wFsi,~ 0-16" Topsoil Dork gray fine sond~rImam ~-4~ - 20 1~4" 18"2 1:46 - 20 1 2" ~ 16-27" Subsoil strong brown son~dyfoam ~~iith silt and stones i 27- 79" Brown strong brown and gro~ysarndpr loam with silt USE LAST 30 MINUTES 'BOTTLING Fx~~ 68f_~ w`, y~~68 ~ wr~~_~ and stones mottles FROM 1:16TO 1:46 - 1.5" DROP LINE ~ P-_ . l wFy~,6gI ~ ~ NO BEDROCK 30 MIN / 1.5IN = 20 MIN/IN ~ WATER67" PERC RATE = 10 TO 20 MIN/INMOTTLING ~ 27" TH ~ 9C z I o 12x4$ LEACHING TRENCH ~ ~o NOT TO SCALE ~o m ~IIII73' TOTAL DEPTH ~ ~I 0-6" Topsoil Dark brown fine samd~ loam c ~ ~ Z I 6-24Subsoil strong brown sandy 4oarni with silt and stones DESIGN DATA z o C 24-73" Brown strong brown and gray Brandy loam with silt and LOT 9 stones mottle PRIMARY SYSTEM: D< ~I NO BEDROCK PERCOL4TION RATE: 10 TO 20 MIN/IN (20 MIN/IN) A ~ m WATER 67" 10,000SF BUILDING - 350 GPD n m b r MOTTLING ~ 24" APPLICATION RATE: 1.2GPD / SF T Q REQ. EFFECTIVE LEACHING AREA=(350GPD)/(1.2GPD/SF)=29TH 9D USE A 12" DEEP x 48" WIDE TRENCH D/ SF)=292SF 50' WETLAND BUFFER MARKERS TO BE PLACED APPROXIMATELY EVERY 50' ON CENTER ALONG THE 50' WETLAND BUFFER 88" TOTAL DEPTH EfFECTNE LEACHING AREA OF TRENCH = 3.0SF/LF0- 5" Topsoil Dork brown fine samd~^ loam LENGTH OF TRENCH REQUIRED=(292SF)/(3.0SF/LF)=97.3LF ~)=97.3LF 5- 24' Subsoil yellow brown sand! baam vw~i~tlhsilk and DEPTH TO RESTRICTIVE LAYER: 24"stones SLOPE: 2.9%25- 88" Brown and gray sandy loamy withi silt and stones HF=48FF=1.2rF=1.5INOBEDROCKMLSS=(48)(1.2)(1.5)=86.4 LF 3 I I I WATER 68" USE ONE ROW OF 100 LF utOTTLING ~ 24" LEACHING ARFA PROVIDED = 30Q SF RESERVE SYSTEM: I USE SAME DESIGN AS PRIMARY SYSTEM ~~0~ Q~ ~'•~~Q ~c~ b~'1' la, ~ 1 , ~~ wnClerl~. J o O I L I Im I I I 6 B/27/04Building 04BuildingUse Note Added do Mist Revisions Et1~lr1~®~~C to N 4 8/18/0404Misc. Revisions ~jyj~, .STRUCTURAL • SURVEXING a 9 8/11/0404Misc. Revisions a c E 7/28/04N I 1 7 15 04 Yiec.R No. Date - -a 0 pF ~~~i .1 -a m 0 J 4O 0 40 BO THIS I$ AP1tN~IG1AlAL ~ ~f ` ~ ~ D n INK ~ flAVYMIG PRODl1CED a - _ _ , = ~ ~fD SCALE: t "=40' 8Y C1~11HM6N~RS, IkC. G~$0 - - ~ i~ ~ ~ i ~ • ~ c - s CLA I c'~ _ ..' l. .ta gym- fl+. ayt 4 y f7 ~ 1 V : 4 ; 4 i d• i PROVIDE GRASS z PROVIDE STAKED ,r. PAVED ORNEWAY LINED SWALE (TYP.) o ~ r HAY BALES AROUND APRON (TYP.) (SEE DETAILS) 1 ~ ~ n ~ pCULVERTINLETY-- i ~ , ; 1 A 4 ~ , • ~ DChested ~ e ld 1 c~ ~ ~ z ~ o ~IFPROVIDE15 RCP ~zDRIVEWAYCULVERTTYPR-15 (TYP.) . . ~ f . r , , . ~ ~ . ~ . oa4 ~ ~ ' ~ ~ C it Y 1~ ® ~ G m 230 / /`r ` D ~ ~ m ~ R RDP+~ PROPOS~p ~ , ~ 4 r'~,, ~~R~IE T ~7 cn WEU, ~ 232 PROPOSE[ o ~ ~ © WELL ~. e~ ~ , 1~ 9, \ ~ ~ ° ~ r ~ dF-. - NI ~S' IVe NI $ R'qD~ 1 I 5\/</ / //w\\\rrr N'~ 1 G~yu ' r, y ~,\w L, M ~ LakeS ~ WF ( ~'1D tN. ~ ~ SUS C V . / , \ ~ ~ ~ ~y ~ ( ~OnOnW8 M2~2 ~ Q r/ vvv A \ ~'rrf~'~~,t~'~ ~ ~ \ \r' r ti ~ ~ j. \ \ 1 2 234 ~ ~ f~ rrrr r~ ~ rr 4 ~ / \ rr r rr ~ 1Vrrrrrrrrr\~1rrrrrr~ ` 1 1 (~1 1 q 1 ~J,J r rrr 1 ~ l ~/i~ ~ 1Q000 SF PROP06EL) 6t1LDNrG 19~ X - r yr 1 \.r ice` arrJ 1,. ~i 1 24 ff~234.0 24 ~ ~ ,oc~ao s~ << ~ ~ PRO.~CT 0 ` 9 f 1~~~ ~ stiroSITEdw' ~ + ~ w FR ~ ~ ~ ~ y ,M~ t ~ FS~~ ~ ~ 24 6UM~D!!rG S(I~ ~SEU QPI A,00~6f' EI`iOtl~E SPAIG~. t. OFFICE ~lYCE & ti Il~Y ~'QDdFIC~ICIION ~ 6~OOOSf Ot15E TO TF~SE 8tr1EDING ICES 1~I[L MIY PRORO~.,aIODIFK~d4T10N ` ti M, r ROQyI~~E REVEIr A~~'! TO TI~SE BUN.DN~1~ ti~S-1~I~,f R"fIR/N'L FF'IaIOM ~ N FlEALTH DISTRICT. # ~ A~PRO~IAL FROMI tNE Iti I~IEIILTH T9ISTRICT. 23 17 i ~ 0 a Cnd _ . . ~o~~T~~~ ~_aP I ` 4 50ALE: ~ "=1000' PRIMARY 5EPT1C n, 9~ SYSTEM ~ PRIMARY SEPTIC 4, 30 ~ PROPOSED as SYSTEM T o ~ SETBAC ~ ~ S OCKPIIE PROPOSED ~ ~ AR ~ ~ 2 ` STOCKPILE Lei a S CK 3s ~ ~ ~ ~ AREA ~ ~ i \ ~ o n o r ` ° o _ ~ ~ Pr 8 ~ Tk ~ ~ 8 ~ ' 9B \ ~ RESERVE SEP71C ~ ~ L t G ~ D 2 ~ ~"'1 ~ z U,SYSTEM ~~1 232 30' ~ \ ` PROVIDE ~ ?3 \ e \ SETBACK ¢ r~ss ~ ~ SILTFENCE i ~ ~ D ZsoRESERVESEPTIC \ SYSTEM ~ m wr PROPOSED TREELINE `~C PROVIDE i _ D r I ~ SILT ENCEs~ CLEARING LIMITS T1'P. ~ ( ) D e IMENWD z ' ~ 61 ~/1. Q B? ~ w Q h J WFd'i. r}~~ i A~.W Wf- I~ ~ 65 ~t14 1 IW F~~. s~ wF~~~~ A . 1 w~`A'r . -i Y_ I i i z s o r Q D00 SoOC_. ~ 11mn { ~ z ° ~ z z : p ~ a~~ ~z ~ m m b ~ r T z D m 0 0 1 w~ c..l s x/2'7/04 Bnilai7/04 Building Qse Note Added do Misc Revisions ~I~gl~'9~~r*~ e/1e/a4B/44 Misc. Revisionsr~~_ a~ 3 B/11/04 CIVIC • STRUCTURAL ~ SURVEYING 1/04 Misc. Revisions c ~ 2 '7/28/04S/04 Misc. Revisions ~ c _ s~~,rps ~""/ i _ ~a 1 7 12 04 Yu 317 b+iau..a Street Norwich, Connecticut ! _ 2 04 Misc. Revisions Per Toxn Commence o ac~ ~ 1Vo. Date ti....:.._.._ (860) t~86-1966 Fax (86(1) 886-9165 6 a "Fi; .a L.[ i _ ~ t~ f i~l~rt~~ ~4y 4 wF/i _ 1 . - ~ ~ 4 . e ~ J I ~ 1MIIU~ I~~~ . ~IK RR PRf~C~ yf ~ ir~ o Y~ 1Gy 6 e0 z . t 1 ~ e~ 6 nl~ ~ it 1. r- ~ .nI SO 4 50 1000 ~ ~ / rs' 0 ~ II.~f._ ' ~rSCALE: 1 "=50' . r - 11111!11 c~ _ 1 - 1 Jr.r,~..,..,.,•~~' A 1 r. y 1' r Tl! 1 r- i 1 I` I i ti, r~ A PRa~ria~ ~~+sS z ~ ~ NE~ S'~ALE T1(P. ) 0 r PAVED DRIVEWA-1 SEE aETAI~L~S Chesterfield ~ ~APRON (NP.) ® - a~R= ~ ~ PRa~Ii~E 15 RCPr ~ D ~nIRTR~}AD ' ' _ . ~ DRIVEWAY CULVERT ~ ~ 1~'i118 ~ Z u J Ptmd y ~ zY ~ 1; :r r-- ~ • T ~ ~ - ® o C i s-- - ~`~4' " ~ ~ . 1 ..ter--•-~ ~ ~ - ~ ~ ~ PRIMARY' SEPTIC - R 'RQA~ ~ D z i .+r~ir' SYSTEM y ' ~ p 171 ~ 24' ~ i ~ r 4 ~ h , r. Q~ 0111I190~s, \ 9 3 ~ ~ a z ~ 1\\~ ''V' J' ICGS ~F. ~ ~ - PROPOSED i T~~~ \ cv _ _ STOCKPILE ~ ~ ~ ti5 ~ I ~ g0ybq'~Tb08 I 2 t- r~ARE~- ~ i O/, i \i' ~,1 I \ I \ I ~ROPOSED BUILDING i ~ ~ za2 ~ 5.000 SF ~ - - ii i~ 1 S ,~~i ~ ` 1 iii ; /~/w ` ~ ~I r ~ i '~i i~ 1 `icee ~ 0 1 ¢ \ I ~ FF=233.5 T" ~ ~q ~ ~ PR~O,~CT 0 " ~ 4 I rti ~~F SITE 9d ~,~1 arF~ A v ~lsF 1~,\ i ~ lvPIOPOSED ~ ~ J WELL / 230 1` i i ~ ~ ~ WF~y, q _ - - - ~ ~ W~At,B P RjO ,~~Q PROVIDE ~ wcyr_ ~ ocAT~oN MAP w°N~_? ~~GP~~, UwErur+~~ SILTFENCE wF,~r,~ SCALE: 1 "=1 O00' i r z1W~~~~3 WF WF#t~ ~?~q 5 1 z ~ 0 r O 1 ~ • iii-~ - _ ~__.. i- Z I ~ i p ~ ODD m nSo. } '~i z o ~ s ~ zS~Bq~K BUILDING SIZE BASED ON : W zTO ~JACENT Tp 1.000SF OFFlCE SP/iCE do RESIpENTIA~)l 4.000SF WAREHOt1SE SPACE ~4 zo c AN'f PROPOSED MODIFlCATION TO v ~ ~ a, NON-WOVEN FILTER FABRIC ~ ~ a TMESE BUILDING USES MALL 6" 5DIL COVER OVER STONE REQUIRE RE1AEMi AND APPROVALZ,~' ' ~ niE uNC~s H~urn {MIN.1 p ~ u~srmcr. i. ' 0 4" PVC PERFORATED PLASTIC z F FI"~, J~ .r DISTRIBUTION PIpE ~ASTM D 30331 p GRADE r J LOT 11 „ ONE INCH CLEAN 9R01'CEN STONE OR SCREENED GRAVEL 1 i 12„ ~ ~ INVERT16„ 48" WIDTH ~1T r~ 18„ gn' wFrin.ND BUFFER MARKERS ?O gE t I PLACED APPROXIMATELY EVERY 50' ON MOTTLING 1 CENTER ALONG THE 50' WETLAND BUFFER LINE 1 t~ 12" ~c 48" LEACHING TRENCH 1 1 I I ~ ~ ~ i NOT TO SCALE 1 I ~ ro1zI PERC TEST DATA DESIGN DATA o p j ~ P R 11: ~T,_ 1,1 ~ ° DT P ~ 1 ~ 2: 1 2: I I I 2: 2: ' ~ I 2: I 2. TOTAL DEPTH - 24" PRIMARY SYSTEM: _ ~ ~ PRESOAK AT 12:10 PERCOLATION RATE: 10 TO 20 MIN/IN (11 MIN/IN) ° n 5,000 SF BUILDING - 225 GPD m ~ Z 2:26 - 9 1 /2" APPLICATION RATE: 1.2 GPD / SF ~ ~ z G1 2:29 - 11" REQ. EFFECTNE LEACHING AREA=(225 GPD)/(1.2 GPD/SF)=187,5 SF ~ m z 2:32 - 11 3/4" USE A 12" DEEP x 48" WIDE TRENCH o ~ [ 2:35 - 12 ¶/2" EFFECTIVE LEACHING AREA OF TRENCH = 3,0 SF/LF ; ~ 2:38 - 13 1/4" LENGTH OF TRENCH REQUIRED=(187.5 SF)/(3.0 SF/LF)=62.5 LF ~ ~ m ~ 2:41 - 14" DEPTH TO RESTRICTIVE LAYER; 19" D ~ 2: 2 SEE SHEET 8 2~ LOT i1 2~ ao o ao ao TEST HOLE DATA 2 2 SCALE: t "=40' T ~ ~ ~ ~ 3: BR none 0-8 topsoil dark brown sandy loam 2:44 - 14 1/2" SLOPE: 2.Ox TH 1 F TEST HOLES RECORDED BY CLA ENGINEERS ~0 2:47 - 15" HF=62 FF=0.75 PF=1.5 ~ 2:50 - 15 1/2" MLSS=(52)(0.75)(1.5)=69.8 LF 83" TOTAL DEPTH ON AUGUST 10, 2004 2:53 - 16" USE ONE ROW OF 75 LF TEST HALE DATA „ - 0--11 Topsoil brown fine sandy loam ao 2:56 - 16 1/4° LEACHING AREA PROVIDED = 225 SF TH 1 ITESTHOLESRECORDEDBy' ROBERT RU'~SSO 11-22 Subsoil yellow brown sandy „ 2:59 - 16 1/2" RESERVE SYSTEM:ON APRIL 2004 I am with and stones. 87 TOTAL DEPTHo „ 3:02 - 17" USE SAME DESIGN AS PRIMARY SYSTEM 2-84" ra and brown and loam sand 0-13 Topsail Dark brown sandy loam29YY TH 1 to sand with stones. 13-21" Subsoil dark brown sandy loam WATER 19" 8-22 subsoil yellow brown sandy loam 3' MOTTLES 19" 22-85 gray sandy loam, mottled 3~ NO BEDROCK 3~ loam 3:Q5 17 1/4" g3" TOTAL DEPTH NO BEDROCK with and stones 3:08 - 17 1 /2 3:11 - 18"3 21-87" brown and ra sand loam w stones ~ - T s it ark brown fine sand loam WATER 75 9 Y Y / 0 18 op o D y ~ ones pERC TEST (DATA i~ESIKaN DATA T~ S2~ NO WATER 3: 3:14 - 18 1/4"r " n I am TTLING ~ 22" NO BEDROCK18-22 Subsoil strong brown sa dy a MO NO WATER ~ PERC 10: PERC tOA: 4- 12 "Topsoil black silt loom nLOT1012-19' Skrong brown sandy loam MOTTLES: 22" 3: 3:17 - 18 1/2" ~ l~~~with and stones „ o " MOTTLING ~ 21 TOTOTAL DEPTH - 24" TOTAL DEPTH - 21" PRIMARY SYSTEM: 3:20 - 18 5/a" 't~cc.e~~ ec~. ~ 22-93 brown and gray sandy loam with TH....~,10G „ PR and stones ~80 TOTAL DEPTH new location PRESOAK AT 17:00 PRESOAK AT 9:45 PERCOLATION RATE: 10 TO 20 MIN/IN (12 MIN/IN) ~ 9-82 Groy gravelly sandy loam with mottles ~ ~ F 3: 10,0 0 SF BUILDING - 350 GPD TH ~11B 0-11 topsoil black loam 3; 12:49 - 72 3,/'4° 1:45 - 2 APPUCpTIQN RA1fE 1.2 GPD / SF BR none 17-19 subsoil dark brown sandy loam 3:23 - 1 a 7/a" ~ ~-~eer ~ ab ~ ~ q - 3~' TK~ i QJ ~ NO BEDROCK ©-9 To soil dark brown fine sand foam „ P Y " 12 3:26 - 19" ~ ~ 1``~-'~ ~tt~'~- am ~A~WATER 86 _ " r 8$ TOTAL DEPTH ti 9 24 Subsoil strong brown sandy loam with 1212:54 - 15~ 1:50 - 3 1 2 19-86 gray sandy loam gravelly, mottled ~ ~ REQ. EFF. LEACHING AREA=(350 GPD)/(12 GPD/SF)=292 SF WATER 24" NO BEDROCK Bottled USE LAST 3[~ MINUTES a MOTTLING ~ 22" " 0-12 Topsoil dark brown sandy loamsiltandstones. Hardpan at 23 „ 12 " 12-24 Subsoil brown sand laam with stones 12:59 - 16" 1:55 - 4 1 /2 F S USE A 12" DEEP x 48" WIDE TRENCH MOTTLES 24" NO WATER 31:04 - 17 1,x'4' 2:00 - 5 1/2 EFFE~TNE LEACHING AREA OF TRENCH = 3.0 Sf/LF Tp 7g" MOTTLES: 19" FROM 2:56 TO 3:26 - 2.75" DROP 24-80 Gra and brown and loam sand to Y ~ Y Y 1;( a~ TH 1 sand with stones mottles 24-88 Brown and gray foamy Bond ~ OD 30 MIN / 2.75 IN = 11 MIN/iN NO BEDROCK 1 ~ 53" TOTAL DEPTH „ BEDROCK 72 1:09 - 18' 2:05 - 6 1/4 LENGTH OF TRENCH REQUIRED=(292 SF)/(3.0 SF/LF)=97.3 LF 0- 12 Topsoil dark brown fine sandy loom P 1:14 - 18 3,x'4° 2=t0 - ~ DEPTH TO RESTRICTNE LAYER: 20" ° PERC RATE = 10 TO 20 MIN/IN NO WATER 1:1 ~ 0-12" To soil black fine sand loamr. p y WATER „ MOTTLING ~ 24 1:112-20 Subsoi! strong brown sandy loam with MOTTLING ®24 1:~ 1:19 - 19 1.x'2° 2:~5 ~ ~~Z SLOPE: i.9% 11-24" Yellowish brown sandy loam 2.20 _ 8 24-79 "Gray loamy sand with mottles 1:24 - 20 1~4° HF=62 FF=1.2 PF=1.5 5 8/zr/oaandstone ~ " ~ 1.~ 1:29 - 21" 2:25 - 8 1/4 MLSS=(62)(1.2)(1.5)=711.6 LF 4 e/te/o412-53 Brown and gray Foamy sand with silt and T~H 1 H „ ~ n . to ed a 53 inches too wet „ 86 TOTAL DEPTH 1 astoesspp74TOTALDEPTH1:34 - 21 1 4" 2:30 - 8 3/4 USE ONE ROW OF 115 LF i N0 BEDROCK " 0-10" Topsoil brown fine sandy loam 1:; 0-11 Topsoil dark brown fine sandy loam „ 2:35 - 9 LEAGHING AREA PROVIDED = 345 Sf BR none s e/ti/o4 1:39 - 21 1,~2' WATER 22" z 7/2Y/Oi NG WATER 10-20 Subsoil brown/yellow brown 1:~ 11-24 Subsoil strong brown sandy loam with 1:44 - 21 3„4" 2'40 - 9 ~ ~4 MOTTLES 72" 1 ~/15/a l ~. 4y _ z2• 2:45 - 9 1/2 RESERWE SYSTEM: MOTTLING ®20" sandy loam with larger stones 1:1siltandstones. „ 20-$$ grog brown and loamy sand w/ stones. c 24-74 r,ray and brown and loamy sand to sand ies. 2:50 - 9 3 4 USE S~4ME DEStlGN AS PRIMARY SYSTE~A TD 98" USE LAST 30 NMINUTES 2:55 - 10 / 0- 10" Topsoil dark brown fine sandy foam Nc,. Date TH 10 NO BEDROCK US " with stones and mottles ~ 7 TOTAL DEPTH NO WATER EQ8NOBEDROCK „ 3.00 - 10 1 4 10-22° Subsoil yellow brown sandy loam ~~l~~ ~~VEQUALIZEDRATS: 20 MIN/IN ~ 22-98 Gra loam sand and rove) with mottlesPERCRATE = 10 TO 20 MIN/fN 3:05 _ 10 3/4 Y Y 9 `3 ~~OFF-+ New location for t s need to s sketch „ ' MOTTLING ~ 20 PEP9P / WATER fiba " „ , ~sa: 0-11 Topsoil brown fine sandy loam MOTTLING ®24 3: ~ s - i > > /a TFNS 1S Ali f~ii~FlAl > > r ~4 " TH 1 m 11-24 Subsoil strong brown sandy loam with stones „ ~ ~ _ " 85 TOTAL DEPTH 11NK DRAVVIN6 6~RODUCIED BR none a _4 87 gray brown and loamy sand with spit and stones, 0-11" Topsoil brown sandy loam USE LAST 30 MINUTES WATER 38' ~ ~ i tr~~,__ 1N~0 BEDROCK r- „ 11-21 " Subsoil brown/yellow brown sandy loam w/ stoVWATER78 30 MIN / 1.75" = 17.1 IAIN/IN r'~ E~~~• i~~' MOTTLES 32" ~ ~ ~ m w/ stones EQUALIZED RATE: 20 MIN CN ~D 96" M N ®24" 21-85" gray brown and loamy sand w/ stones. OTTLI G _ - _ - ems:;. - -NO BEDROCK 1NOWATERa MOTTLING ~ 21" r~ c~ r' i t r~,,r i i~i t i i~ * Ff t oice v 4 { I i, a Y ~ i i r z x or LOT 11 '~ti a ~ DoT ~a Chesterfield = ~ ° ~ F ..n... 1- ® ~ pQ ~ 30' SETBACK ~ 132VI ~ .ZO ~ WF WF 1 WF ~--13 n~,~ ~ z Pond n1138 ~ d3d ~1 13i~, WF~1_~1Wl'~1 _ 13g WF 29~ 1 ' v ~ ° ~ U 2 WF~ 1-140 . R ROAD ~ z f,,` F~,, j~RNE ~ ~ wFgr-ia2IIWF~! 1..14,E ,i r. ~ J ~ rii A ~ ~ } ~ ~ 1 WF~B_.~5 ND wry-_8 wc'p~_g r(P~, 1~ - A ~~T ~ ~ ~ ~ r 8onomo81 '3`8.16 WF~pg_1) II ~ ~ ^~H~-10 r ~ E- Z ~ ~ f WF~7 ~ i _ : y_ . ~ i 1 ~ - ii' 1I / PR4,I~CT ~ ~ ~ WF~>_6 09 Ftir ~ ` w~ FRp P ~aN~ Y' +~`y ~ ~ ~ v q rsF` ~ ~ ~ ~ s l ~ ~ \ q ~A ~~~~_3 ~ I ~f~ wvg~_5 - N'~:s...p ~ ~ i WF~B 5 ~ \ Wf'~' _ 1• LUCATIC~N l~AP86A / SCALE: 1 "=1000' K'F~: N 50' WETIAND BUFFER MARKERS TO BE s~ RFG I z 50' SETBACK C~IWTER AO G ~ HEA50 YWE~TLAND56UF~FER qR~ ~~r~~ I = o ~ o ~ n W`~7 z / s m ~ O K ~ ` ~ O _ s ~ I ~ / ~ D z o ~ ri ~ . oIIIWFN~ l 1 m WF~S_4 / i a ~ NON-WOVEN FILTER FABRIC n ~ wrps_z Bs_i e~ „ OVER STONE o6SOILCOVER ~ ~ z ( MIN. n 4" PVC PERFORATED PLASTIC FINISH DISTRIBUTION PIPE (ASTM D 3033) GRADE ~ ONE INCH CLEAN BROKEN i STONE OR SCREENED GRAVEL STORAGE _ J 1 INVERT ' 6" AREA 1 4a" wIOTH 8" RIGiMOND/READY NIX STORAGE r VOLUME 363. PAGE 925) ~!y~y,~, A1~OTTLING LINE sTORACE 1 I ' ..WITH .LOT. ~ I ~ 1Zp112" ~c ~8" LEACHING TRENCH ao o w ea NOT TO SCALE SCALE: 1 "=40' BUILDING, PARKING LOT AND SEPTIiC SYSTEM I'~ z s SHOWN FOR HEALTH DEPARTMENT REVIEW ° ~O D ONLY. LOT 12 TG BE COMBINED WITH m n O RIRICHMOND READY MIX PROPERTY (YOL. 365, J ~ O _ iPG. 925), AND TO BE ACCESSED FROM ~ D Z~LAKEVIEW DRIVE. V ~ 2 ~1 J m D . o V ~ ~ rn TEST HALE DATA: PERC TEST DATA pES~V pATA m WTESTHOLESRECORDEDBYROBE~~'lf RUSS(~ TESlf HOLES RECORDED BY ClA ENGINEERS ON APRIL 2004 ON ~,UGUST 10, 2004 PERC 12• LOT ~2TOTALDEPTH - 24" pRiII~W~RY S1fSTEM: n ~Tl ~ ~ r PRESOAK AT 11:15 pEFdl~'i~lu.A~TI~N RATE: 10.1 TQ 2J MAN/IN (10.6 MIN/IN)TH 1 TH 1 I Sl Z D96" TOTAL DEPTH 83"' TOTAL DEPTH 7:00 - 12 1/2° 10,ipMM0.7 SF BUILDING - 350 GPD 0- 6 "Topsoil dark brown fine s~~un~d doom D- 5" To soil dark brown fine sand loamYPY 7.03 - 13 7/2° APIPIUII~171o}N RATE: 1.2 GPD j SF 6-29" Subsoil yellow brown sand Ila~am with silt and cabbies 5-41 " Subsoil ellow brown sand loam with cobblesYY 29-9fi "gray and brown sandy Nbp~o~rr~ v~ithn mottles 41-83" ra and brown ravel) sand loam w~itlh mottles 7:06 - 15" REgI. EFFECTIVE BEACHING AREA=(350 GPD)/(1.2 GPD/SF)=291.7 SF 1:09 - 15 3/4" USIE: ,~1 12" DEEP x 48' WIDIE TRENCH 9 Y 9 Y Y NO BEDROCK NO BEDROCK ~,y2 _ ~6 ~~2• EFFE~1fIYE (LEACHING AREA OF TRENCH = 3.0 SF/LF WATER 49" NO WATER 1.15 - 17 1/4" LE~I~G1fHl CaIF TRENCH REQUIRED=(291.7 SF)/(3.0 SF/LF)=97.2 LF MOTTLING ~ 29" MOTTUNG ~ 27" ~.t8 _ y8• DEP~IIH Td RESTRICTIVE LAYER: 24" 7.21 - 18 1/2" SLO~~ME: 2.3~~ HF=~B~ iFF=1.2 PF=1.2TH1FTH1 ~ 80" TOTAL DEPTH 62"~ TOTAL DEPTH 1:24 - 19" MLS~=~[48,~I(1.2)(1.2)=69.1 LF 0- 5 "Topsoil dark brown fine s,~orn~d !loaim D- 6" Topsoil dark brown fine sandy loamY 127 - 19 7/2" USIE IOR~E FtfJYN OF 100 LF 1:30 - 20 1/4" LEM~CIMI~JG AREA PROVIDED = 3010 SF5-24" Subsoil yellow brawn sand) ~ Io~am fi-31" Subsoil yellow brown sandy loamY 7.33 - 20 3/4" 24-80 "brown ravel) loam s~mr~~d with mottles 31-82" brown/gray gravelly loamy sand with mottles ~ 9 Y Y 1:36 - 21 1/4" RES~IF2w"E SYSTEM: ec~e.~v ec~ ~ ~ ~,eo~ NO BEDROCK NO BEDROCK 7.39 - 21 1/2" USiE 'S~tME: DESIGN AS PRIMARI~" SYSTEM c~be~' 1 Z~ 2~0~( 0.fi ' ~o ~ ~ WATER 37" NO WATER ~ MOTTLING ®28" ~ MOTTLING ~ 24 1:42 - 21 3/4° ~~.~._~s~ ,~W nCler~C. a~ 1.45 - 22" TH 1 W TH ~12Ku~ 1:48 - 22 1/4" 1:51 - 22 3/4"185" TOTAL DEPTH 64"' TOTAL DEPTH 1.54 - 23"0-10" To soil dark brown fine s~urnd loam D-6~" Topsoil dark brown fine sandy loamPY' " 7:57 - 23 1/4"10-52" Subsoil allow brown sane ~ Ihoam ~vith mottles at 32" 6-.~9 Subsoi! yellow brown sandy loam with mottles & cobblesY ~ 2:00 - 23 1/2 5 ef27/atr/C?4 Building Use Note Added CLl4 ~n~~n~er~ ~n~. 52-85" brawn and gray gravely Ilo~aim sand pith mottlesY " ~ NO BEDROCK 29-84 brown and gray loamy sand with mottles 4 e/ie/oa3/CJ4 ldiec. Revisions CIVIL STRUCTURAL ~ SURVEYING NO BEDROCKWATER39 USE LAST 24 MINUTES 5 e/ii/oa FROM 1:36 TO 2:00 - 2.25" DROP z ~/2a~os l/a4 'Misc. Revisions ~ ~ Ibd Yipr RnvioinnaNOWATERMOTTLING ~ 32 24 MAIN 2.25 IN = 10.6 MIN/IM 1 7/t5 M (ti PERC RATE = 10.1 TO 20 MIN/IN ,zr~;~; No. Date MO1fTLNNG ®25" TH 1 2G - 86" TOTAL DEPTH _ a. " 0- 5 Topsoil dark brown fine s~~ondy loam { I 5-38" Subsoil ellow brown sand ~ I~a~am with mottles at 27" t1AN ~ASTHISY ~ I~ ~ ~~®~u ~ CEC! " ~ ~ r , a. 4 : m 38-86 brown and gray gravelly s~aundy loam with mottles _ ~ ~ r ~~-i I NO BEDROCK ~ WA " ~ J Il - _ ITER38 ~ MOTTLING ~ 27 perched / ~ r a M_ ~ 4~~ a 1 c~ 4 V' 1 f 1 a 14~l 1 j u' i I i l , i E LOT 13 Z 2 0 Chesterf.etd TEST FIOLE DATA ~ C7 ~ ~ TEST HOLES RECORDED 8Y R08ERT RUSSO 0 - m C] ON APRIL 2004 Davie P~ H t A ~ 112" TOTAL DEPTH c 0 In ~ Z ^ m 1 RpAD 0-3° TOPSOIL, DARK BROWN SANDY LOAM m ` ' ~ ~ NFL ~~NER 3"-24° YELLOWISH 9ROWN SANDY LOAM ~ 17 W/PE88LES 8c COBBLES PEFtC TEST DATA \ ~ ~ ~ m ra _ ~'!~j 24"-76° BROWN TO GRAY BROWN SANDY LOAMo PERC 13: ~ ~ ~ A ~ti W/PEBBLES & COBBLES TOTAL DEPTH - 36" ~ ~ ~ 1 ~, J 0T(i 76"-112" GRAY BROWN SAND W/PEBBLES & COBB ~ ,~!"~~\ 1 , ~'Yp NO BEDROCK ~' RESOAK AT 11:20 ~ jk~n Lake NO WATER TH 13C ~ \ , ~ / ~ ~ 120" TOTAL DEPTH 7 2:20 - 10 1 /2" \ ~ - ~ \a 8li~a~~~`~:~ r Konomaa NO MOTTLING >AM 0-4 TOPSOIL, BROWN SANDY LOAM 72:25 - 13 1/2° I / ~ ~ / \4"-24" SUBSOIL, YELLOWISH BROWN SANL3Y LQA~M 12:30 - 15 1/2" ~ ~ \ Y ~ 8Sj TH 1 8 W/PEBBLES & COBBLES 72:35 - 16 3/4" ~ I \ 1 115° TOTAL DEPTH LOAM 24"-80° SUBSOIL, YELLOWISH BROWN AND GRAY Bft01NN 12:40 - 18° I l / PROPQSED k 0-4" TOPSOIL, DARK BROWNPRO,~CT 1'p o SANDY LOAM DENSE W/MOTTLES 72:45 - 19" ~ ~ WEAL (TYP.) 4 ~ 9d f1't~ 4"-18" SUBSOIL, YELLOWISH BROWN SANDY LOAM & COBBLES 80"-120" GRAY BROWN LOAMY SAND 12:50 - 20" ~ NO BEDROCK 72:55 -DRYq '0~rse 18"-91 ° GRAY & GRAY BROWN GRAVELLY LOAMY SA 91"-115" GRAY SAND & GRAVEL WATER SEEPS ~ 30" r~ ~ w NO BEDROCK MOTTLING ~ 24" REFILLED ~ 12:56 " / WATER SEEPS ~ 91" 1~ ' E NO MOTTLING 72:56 - 11" ~ / ~ TH # 13D 1:01 - 14° / ~ i 4- ~ 125" TOTAL DEPTH 1:06 - 16" ~ 0"-5" TOPSOIL, BROWN SANDY ~OAAA 7:11 - 17" N i~ JDY LOAM 5"-31" SUBSOIL, YELLOWISH BROWN SANDY LOAIM 1.16 - 18" ' / I ~LOAMY SAND W/COBBLES & PEBBLES 1;21 - 19" 31"-125" BROWN TO LIGHT BROWN GRAVELLY SANDY LOAM x:26 - 24" ~ / I i. i . r LOCATION MAP NO BEDROCK 8:31 -DRY NO WATER SCALE: t"=7000' NO MOTTLING USE LAST 30 MINUTES FROM 1:01 TO 1:31 - 6" DROP ~ 3p, /JO MIN / 6 IN = 5 MIN/IN W rE^nC nAiE = 1 TO 10 MIN~IN ~ SE~BgCK ,r L~ DESIGN DATA SOT 73 i PRIMARY SYSTEM: ~ ~ PERCOLATION RATE: t TO 10 MIN/IN (5 MIN/iNi) f10,000 SF BUILDING - 350 GPI ` s ~ APPLICATION RATE: 1.5 GPD / SF Y I PROPOSED 1~ ` ' REQ. EFFECTIVE LEACHING AREA=(350 GP~)/~(1.5 GPDfSF)=233.3 SF ~ STOCKPILE ~ 5~USE A 12" DEEP x 48" WIDE TRENCH r EFFECTIVE LEACHING AREA OF TRENCH = 3.d SFfLF / ' ~ AREP' / I i LENGTH OF TRENCH REQUIRED=(233.3 SF~~/(3.0 SF/LF}=77.8 LF DEPTH TO RESTRICTIVE LAYER: 24" , r ~ SLOPE: 6.9~ ~ ~ - uF=30 FF=1.2 PF=1.0 IMLSS=(30)(1.2)(1.0)=36 LF , PR01 ~ USE ONE ROW OF 90 LF / \ FF~249. r ` R=15' LEACHING AREA PROVIDED = 270 SF ~ BUILDIN RESERVE SYSTEM: s ' ~ t,000SF NP.) x~~~ USE SAME DESIGN AS PRIMARY SYSTEM ~ ~ 9,000SF ~ ~ / ~ ANY PRO ~ ro n~ YVILL RE ~ I ~L~` PRWA ' HE \ { 1 OQ'` . !4 a o / SEE SHEET 1~ 0 rti, ~ / i itI 4 ~ I ^ iC - / PAVFn f~RIVFWAY ~i r,. . APRON TYP. _ ~ C...! _r,,. ~ `Z ..1. - ~+..1 42 6 t ~ ~ r . I ~ : Aso PR VI0 DE STAKED ' ~ HAY BAL E EROSIO i. i \ - .. ter a CONTROL TYP. ~4Q - ~ J ~ ~ ~ >~ h; r _ Y' IP~i"~ D ~l~ ~ i ~ s1~;, o v` ~ w Ul ~ r O C) c~ ~l ~ ~ ~ z z D ~ ~ ~ v ; - - , N ~ . ~ ~ _ j ~ n ~ - ~ ~ i t i. ~ ' ~ ~ ~ _ i~ ~ ~ ? ~ ~ q t j ~ - ~I i+..1~ nom' / ~ srl / _~ r Q ~ ~r I'~ Y i ~ ~ . Lam.,PROVIDEoDE ~ ~ f~`` t ; o SILTFENCE ~ 4 ~ . ~ , y ~ CE l ~ raj 4- ~ ~ ~ T d 1 ROPOS~6-T1 ~ R,~ELINE / R, ~ ' CLEARING LIMITS TAP T ELINE & ~ NON-WOVEN FILTER FABRI C . IMITS TSP. ??o " OVER STONE r' r n J ~ ~ ~ SOIL COVER e i I ~ ~ imI ~ ~ .T iMIN. u 4! I' 4" PVC PERFORATED PLASTIC ai. ~ c~ i / ~ r ~ ~ ~ pISTRIBUTiON PIPE ~ASTM D 3033} FLNI~SH s i Gf~DE ~1~ a ` ~ ~ ~ i ~ ` ~ ~ ~ rn ~ ~ ~ s ~q1 „ ONE INCH CLEAN BR~aKEN i~ i' 2 STONE Ra SCREENEQ GRAVEL f y t~ ~ ~ . . Q ~ ~jcn ~ 1 ~ INVERT I ~ ~ co ~ ~ v 6" i r i-- ~ rVk~ 48" WIDTH 8 8/30/04 1 ~ I Tff ~ ~ ~ y,-~ 'b ~ ld ~ _ ~~9 5 8/27/04 Buildi t., G ~ 50 WETLAND BUFFI 18" 4 e/18/o4ANDBUFFERMARKERSTOBE - I~ r- s i ~ o. PLACED APPROXIMA 9 8%11/044PPROXIMATELYEVERY50iON ~'~1 F Q i _ _ CENTER ALONG THE ~.~+ 1 ~r' ~ ~ ~ Coil - i MOTTLING 2 7 29 04 .ONG THE 5O' WETLAND BUFFER / / LINE d~ j ~ Y ~ ~ lT ~ - ` ~ ~ fi ~ ~ i 1 7 15 04 M~i~ w . No. Date I ~ ~ c~l~ YH hi ^JO~ P ` J E~ ~ NOT TO SCALE ~ FCLr ,a,?~~~' Q ~ ~ ~ , C~ ~ ~F J p ~ Y~ r. ~y Y ~ " il~ r ~A . ti r~ . ~ 0 _ _ ~ r if 1 , v~ rlI 11 ,L C7 SC LE' 1 -40 ai= r ~ ~ r 1 ~ f f' Y ~ ~ jnir,. f~ r- r a ~ r`` V i a - iG: V - 4 i i Z r 0 n oChesterfl~ld a b Z Q c Davie ~ ~ ~ Pared o ~ ~LOT 14 TEST HOLE DATA: PERC TEST DA1"A D 2~1 R R~AB ~ ~ m ~1 TEST HOLES RECORDED BY ROBERT RUSSO PERC 14:b0 ~ - - ON APRIL 2004 TQTAL DEPTH - 36" i. ~ r ~ r i PRESOAK AT 10:50 TH 1 , , ~ ~ ~./'nn D 80" TOTAL DEPTH 72:23 - 7 1/2" ' i Np , , 1, ~ Lake0"-6" TOPSOIL. VERY DARK BROWN VERY FINE SANDY LOAM 12:28 - 9" 6"-22° SUBSOIL, STRONG BROWN GRAVELLY SANDY LOAM 12:33 - 10" q /`~f ~1`~11 ,1 ,~~11 1 KOf'tOT'rEQa ~ i 22"-80" BROWN TO GRAY BROWN GRAVELLY LOAMLY SAND 12:38 - 10 3/4" a TE y 1;1;,111 : ` ~ W/STRONG BROWN & GRAY MOTTLES 12:43 - 11 1/2" ``~,\~`f`/, /11 ~ i 11 ` j/// \ .~oFt ;Pcru a` /`/1t ~ / 111 1 q~ " Y ~ 1 ti~JS / ~ ! { / i// / ~ 1 i / / ~ 111`. x'11S' WELL ~~pp//~~ / / / 11 9 11 1' Ftip11 V~ , ~ ~ / I R DIUS (MIN.) i' . ~ 1 ~ ~ ~ 1 1 1111S~~PG ~ / _ O 11,,. ~ PROPOSED V WELL I Q~rl - PROPOSED BUILDING ~ / 10.000 SF R=15' ~ / FF=246.0 ~ ~ ~ ~ rP.~ ~ ~ L~TJ 15 o L®CATI~N MAP SCALE; 1 i aoa' z o ~5~ ` I PAVED DRIVE\1NAY ~ 2 ~D- ~ ~1~ ~ r• w a ~ F}-233.3 SF ~ ~ ~ m 0 f APRON (TYP~~ ~ ~ -Q~~~ ~ _ ~ - I V ~ ~ ~ 0 C. ~ ~ DI / ~ / / I~ ~ I ~ =77.8 LF ~ ~ o Z z ~ D ~50~ SECBA ~ STOOP EO ~ ,//i C Aft ~ , ~i ~ D Z Wium j TH i5A I ¢ ~ s P n m r S- 9 ' 0 NON-WOVEN FILTER FABRIC ~ zPr15APRIMARYSEPTIC - / ~ s ~ - ' o SYSTEM 6" SOIL COVER OVER STONE 'D ( MIN.) 4 PVC PERFORATED PLASTIC1 ~ ni ,sc I \ / ~ PG ~ I FINISH ~ ~ DISTRIBUTION PIPE (ASTM D 3033} GRADt t k ~ ' ERVE SEPTIC ~ ~ ,gyp ~ /SYSTEM ~ TM Sp ~ ~ LOT ~ 4 -'.Y_ ONE INCH CLEAN BROKEN 2" STONE OR SCREENED GRAVEL II ~ t 12" INVERT 6" V ` / / `' A. / ' PROPOSED BUILDING \ ~ h~ 1 ~ ' 10,000 SF f ~ Y f I - ?<o / i FF~242.0~~ i~ 48" WIDTH r~ 18" L MOTTLING I t ~ f VYU MU a I LIIVI~ 3:5D - 14 1 2" / LlNt c „ ~ _ 3:55 15 " Q 4N 4:a0 15 1/2Li... „A Q ~ . Q 124" TOTAL TH 4:05 - 1 fiDEP " 12~ x 48~ LEACHING TRENCH 4:10 - 1fi 1/205TOPSOIL, BROWN SANDY LOAM NOT TO SCALE Y~~ . \ ~ . ~ PROPasEp ~ Fj' z ra ~ " ~ STOCKPILE ~ ~ a ~ AREArH14a r a o o D<<pLA`' 4f j ° n C ~ ~ -P ~ ti PT 148 m D z a ~e u ' PRIMARY SEPTIC rN14c ~ i ' ~ Z 3h ~ SYSTEM *ya ta.'ni'~ u. ~ A ~ C p tx ~0 MIN/IN) ~ m ~J 7 \ \ '~; aa \ ~ ~ m H 148 ~ ~ S~~ t Y~ 'dLi T )/( 1. 5GPQ/SF)=233.3SF ~PT4A4, 1 Lf z iM ~ M,' \ i~} 3.0SF/LFREERVESEPTIC ~ ~~.y SYSTEM r~ 1 u /( 3.0SF/LF)=77.8LF 4p . 1 23 sm ~ 2 1~ 3 t3 ` _ 2 1 N ~ - ~~° z~: ~~c.e~vend -~~-~e~c.~ ro~4 ~ c~ b~r ~ a~~' ~t''~ 2a m.T - 1 ` j. l ~~~nCler Lt s s r s,,,, ~ r 1 zr,, L r~ s, Q1 1 L - a o-: r ~:i~ aN r 40 ~ 40 ALA, ~~~~r~~~~~, I~~.SCALE: 1 "-40' ~atz ~ f1 Ii 4!m rt c c c ~ . _ r.:. _ d ~ .. j, , i +I'~ I, ~I~ ~~~~all~i,~~d ~ ~ - l { m ; IJ o J h hi i tx1~41rC' JI 1It i i O r ~ a y ~ t C7 1 i i_t- - i I 1 r I. i-i i r~ a _ ~1~ti e J r I ~ x~ r L~~ Fi r i~mi~~orrr 1 _ i t~ _ PR6VIDE GRASS VJON-WOVEN FILTER FABRIC DINED SWALE (NP.) I . OVER STONE SEE DETAILS) 6 SOIL COVERIi i 1 ~ I ~ ( } MIN. wi, 0 +iPROVIDEPAVED o 8~~~ ~~y PROVIDE 15" RyCP DRIVEWAY APRON TYP _ 4 PVC PERFORATED PLASTIC DRIVEWAY CULY~ZT , ~ ; . , ~ _ f . ~ DISTRIBUTION PIPE ASTM D 31 ~ ; , ~ y , . ~ FINISH GRADE u ~i- r t~ P IC L RESERq!&~>SEPTIC o \ - 0 2~ SY M E SYSTEM ~ ~ t ic _ ~ 234_x" I 236 h ~-s. L Jh u 3 - c to6 23 ~ pig 9 III ~ ~J ,4 PRIMARY SEPTIC n I PRIMARY SEPTIC / I \ SYSTEM 'se SYSTEM P'R~~~°~QSED y, ~ I ~ PROPOSED ~ ~ STOUIKIPILE LOT 16 I I ( STOCKPILE AREA 1 o ' ~ ~ PROPOSED BUILDING l- 10.000 SF _~i r ~FF~241.5 I I I IJN 9' - W ~ I I 30' I n~ Q ~ BUIIDiPIG SIZE BASED 30' ~ - _ 1,000SF O~1GE SPACE g~gACK SETBA K I r. i _ ~ e~ 0' SETBACK SP~4CE ANY PROPOSED e- .self MODIFlCA710N TO THESE I YlaP'ROV~i TME i ' ~ LOT ~ Nc,~s H~xn~ asrRicr. ` 4' oPOSEO aui~ ` ~ o.ooo sf { yy L i Y FF~243.5 - T'R=15' I - , I , ~ ,BUILDING SIZE BIASED i1 Q (TYP.) p ' ~ OFFICE SPACE do 9 s~+ - Q I oI ~j \ ~I~ I WAREHOUSE SPACE , PROPOSED MODIFICJ1110dM " 2•c , 9' ~ I \ ~ I REVIEW D APPR4Vy. - N i I I UNGS HEALTli'Dla + ~ \ f r° L.I 1 ~ V' l ~ ~ ,p ~s• ti r, _ . wE~ G -~~`~s ~F ~ i Ih 75' ~ ~ e- i N IUS MIN.) I ~ ~ ~ ~ ~ PAVE~RdVEIM~AY RAD ~ I t y f A~~ (Tl'P_.p 242 PROPOISED ~ I ~ -Sox 1 x Q ~ ~ L _ ~ - WELL J - - ~ \ 2 \ o a \ 4 y f _ PRa s } t ~ _ . i ~~ones. SLOT 15 ~ ~ ~ ~ ~ ~ LOT 13 11-25 "Subsoil yellow brown sandy loam with silt and stones. ~ / O 25-87" gray and brown and loamy sand to sand with stones mottlesmottles NO BEDROCK INOWATER ,i SEE SHEET 10 SEE SHEET 9 MOTTLING none TH 18C DESIGN DATA ~ o +o ao 80" TOTAL DEPTH 0-8" Topsoil dark brown fine sandy loam PRIMARY SYSTEM: ° o ~LOT 16 r scA~E: , °=40' ~ 8-27° Subsoil yellow brown sandy loom with silt and stones. PERCOLATION RATE: 30.1 TO 45 MIN/IN (41.6 MIN,/IN) = m ~ Dones. 5,000 SF BUILDING - 225 GPD - o ~ CTESTHOLEDATA: 27-80" gray and brown and loamy sand to sand with stones ' APPLICATION RATE: 0.7 GPD / SF ~ ~ _ TEST HOLES RECORDED BY ROBERT RUSSO PERC TEST DATA PERC TEST DATA NO BEDROCK REQ. EFFECTIVE LEACHING AREA=(225 GPD)/(0.7 GPD,/'SF)=321.4 S~F m ~ Z ON APRIL 2004 PERC 76: LOT 17 PERC 17: WATER 77" USE A 12" DEEP x 48" WIDE TRENCH ~ z TEST HOLE DATA: TOTAL DEPTH - 24" MOTTLING ~ 27" PRESOAK AT 11:03 EFFECTIVE LEACHING AREA OF TRENCH = 3.0 SF/LF ~ ~ z TH 16A TOTAL DEPTH - 24" PRESOAK AT 11:02 TEST HOLES RECORDED BY ROBERT RUSSO TH ~16D LENGTH OF TRENCH REQUIRED=(321.4 SF)/(3.~} SF/LF)=107,1 LF ~ ° - 75' TOTAL DEPTH DN APRIL 2004 11:04 - 10 1/4" 96" TOTAL DEPTH DEPTH TO RESTRICTIVE LAYER: 21 " ~ p z SLOPE: 2.9~ m ~ 0-9" Topsoil dark brown fine sandy loam '2:21 - 7" 11:08 - 11 1/2" moved 25 feet furthertoward other b pit pair due to well next door ~t door HF=54 FF=0.75 PF=3.0 n ~9-25" Subsoil yellow brown sandy loam with and staves. 226 - 9 1/2" 25-75" Gray and brown and loamy sand to sand with skarnes 2:31 - 11 1/4" N 17 11:12 - 12" 0-9" Topsoil brown fine sandy loam MLS5=(54)(0.75)(3.0)-121.5 ~ mottles 2:36 - 12" ~ d3° TOTAL DEPTH 11:16 - 12 1/2" 9-28" Subsoil yellow brown sandy loam with stones. ~ D-12" Topsoil dark brown fine sandy loom 11:20 - 13" 28-96" gray and brown and loamy sand to sand with stones mottles USE ONE ROW OF 125 LF z NO BEDROCK 2:41 - 13" 12-27" Subsoil yellow brown sandy loam with stones. 11:24 - 13 1/2" NO BEDROCK > mottles LEACHING AREA PROVIDED = 375 SF NO WATER 2:46 - 13 3/4" 27-82" gray and brown loamy sand to sand with stones mottles ~ ~ ~28 - 13 3/4" NO WATER RESERVE SYSTEM: NO MOTTLING 2:51 - 14 1/2" VIVO BEDROCK ~ ~ =32 - 14" MOTTLING ~ 28" USE SAME DESIGN AS PRIMARY SYSTEM 2:56 - 15" TH 1 3:01 - 15 1 /2" WATER 78° 11:36 - 14 1/4" 90° TOTAL DEPTH 3:06 - 16" iFAOTTLING ~ 27" 11:40 - 14 3/8" a 0-10" Topsoil dark brown fine sondy loam 3:11 - 16 1/2" 1 1:44 - 14 1 /2" 11:48 - 14 3/4"10-29" Subsoil yellow brown sandy loam wit and staves.. 3:16 - 77 1/4" TH 17A 11:52 - 15" h W 29-90" Gray and brown and loamy sand to sand with Starnes 321 - 18" ~0" TOTAL DEPTH 17:56 - 15 1/4" ~ 1~1~1~b1Ne ~rZriilN?~L e~.~.~v cc~ ~ ~~,,e.~.o~c~, mottles 326 - 18 1/2" ~6-12" Topsoil dark brown fine sandy loam 12:00 - 15 3/8' ~9;F~~~~+"'~~'J~(~~~`-^~n 1~ b er r~-ti 2'~ ~ ~0. ' ~ NO BEDROCK o WATER 76" USE LAST 30 MINUTES ~ 2-3i" Subsoil yellow brown sandy loam with silt and stones. 12:04 - 15 1/2° ~ ~~(~~,~~~(I~~~,SI~,. ~ ~ MOTTLING ~ 29" FROM 2:56 TO 326 - 3.5° DROP 31-90" Gray and brown and loamy sand to sand with stonesond USE LAST 30 MINUTES i 30 MIN / 3.5 IN = 8.6 MIN/IN mottles firm in place FROM 11:32 TO 12:04 - 1.5" DROP i TH 16C PERC RATE = 1 TO 10 MIN/IN iN0 BEDROCK 32 MIN 1.5 IN = 21.3 MIN INWlATER86" ~ ~ 80" TOTAL DEPTH Ih~OTTLWG ~ 31" PERC RATE = 20.1 TO 30 MIN/IN 0-8" Topsoil brown fine sandy loam nt $-24" Subsoil yellow brown sandy loam with stones. DESIC~1 DATA r" # ~ DESIC,N DATAw2-97~ gray and brown and loamy sand to sand with starn~s~ LOT 16 c~ NO BEDROCK PRIMARY SYSTEM: BO° TOTAL DEPTH i n WATER 7" PERC01?,TION RATE: 1 TO 10 MIN/W (8.6 MIN/iN) ~ 0-6" Topsoil brown fine sandy loam ~T ~ ~ 5 e/z~/os euii ~ 6-22" Subsoil yellow brown sandy loam with silt and stones. PRIMARY SYSTEM: 4 e/ie/o4mMOITLWG ~ 24" 10,000 SF BUILDING - 350 GPD PERCOLATION RATE: 20.1 TO 30 MIN/IN (21.3 MIN/IN)n~. APPLICATION RATE: 1.5 GPD / SF 22-BO" gray and brown and loamy sand with stones mottles 7Q,000 SF BUILDING - 350 GPD s a/u/oa ~ JO BEDROCK z ~/xs/o4T16REQ. EFFECTIVE LEACHING AREA=(350 GPO)/(1.5 GPD/SF)=233.3 SFiF APPLICATION RATE: 0.9 GPD / SF 1 7/15/O~t Y 'WATER 78" REQ. EFFECTIVE LEACHING AREA=(350 GPD)/(0.9 GPD/Sf)=388.9 SF81" TOTAL DEPTH USE A 12" DEEP x 48' WIDE TRENCH hAOTTLING ~ 22" USE A 12" DEEP x 48" WIDE TRENCH No. Datec0-12" Topsoil dark brown fine sandy loam EFFECTIVE LEACHING AR[A OF TRENCH = 3A SF/LF a 12-30" Subsoil yellow brown sandy loam with and stom~s_ LENGTH OF TRENCh REQUIRED=(233.3 SF)/(3.0 SF/LF)=77.8 LF TH 17D EFFECTNE LEACHING AREA OF TRENCH = 3.0 SF/Lf LENGTH OF TRENCH REQUIRED=(388.9 SF)/(3.0 SF/LF)=129.6 LF ~~~H~~~~~~~_ _ _ ~~+~y,30-81" Gray and brown and loamy sand to sand with DEPTH TO RESTRICTIVE LAYER: 24" stones mottles HF~ 34 4FF~ 1.2 PF=1.2 ~ 0" TOTAL DEPTH DEPTH TO RESTRICTIVE LAYER: 22" pf'«y~r0~ t .v NO BEDROCK ~- 9" Topsoil dark brown fine sandy loam SLOPE: 3.0~ ~~34'~~ T~ 6-25" Subsoil yellow brown sandy loam with silt and stones. HF=54 FF=1.2 PF=2At° WATER 79" MLSS=(34)(1.2)(1.2)=49.0 25-80" Gray and brown and loamy sand to sand with stones MLSS=(54)(1.2)(2.0)=129.6 ~nUSEONEROWOF85LFMOTTLING ~ 30" LEACHING AREA PROVIDED = 255 SF dense w/mottles USE ONE ROW CF 130 LF r ` D RESERVE SYSTEM: NO BEDROCK LEACHING AREA PROVIDED = 390 SF ~ MYATER 78" RESERVE SYSTEM: ~ 'USE SAME DESIGN AS PRIMARY SYSTEM o 0 MIOTTLING ~ 25" USE SAME DESIGN AS PRIMARY SYSTEM 1'`~\'_. _ /,'~~~~~~/~lllN~ }r CLA - f Y 1_ ~ - u a.sa_. 7 1~ ~ - i I, i t f i - . . rY~ ro T q r.,..~, f _ r A oChesterf ~ e lol ~ " qo ~ mD z a~ ~ ~ Z ~ p~,a ` m ~ m • RESERVE SEPTIC M ER RDAD 2 ~ z ~VRN m ~ SYSTEM .r ~ n R1 4L ~ i^.`. ~ ~ ~ ~ ~ ~ 1 ~ J ~ 4 y ~ PRIMARY SEPTIC s SYSTEM - ~ g. _ \ ~ i 2 ~,,,~v ' 2 `~ 9 , \ ~ 1 , ` ' y'' + ` y , ~ 1 P~ \ . S~ • ~ ~ ti ~ i~1~ A ~q F~ fIs''_" ~ ~ ay ~ ,1 Sl , 1' ~ j~~A~ I 0 ~ \ ~9yFe ~ ~ PROPOSED ~ 19 S 9 ~ 6 ~ I1 f ROPOSED ~ ~ WELL ~ 1 ROPOSED 1 r ~ , ti ~ ~ , . ~ TOCKPI LEy ~ ~ 'C ~ a AREA ~ TOCKPII F ~ ~ _,...rnx~~~ A - r. - - r- w M s _ _ ~ w~ ~ / h ~ ~ ~ o - a \ 1Psa~ /I ~ ~ A ~ ~ ~ ~ • ~ t . 1 ~ W A~ J ~L ~ ~ i _ . _ I ~ . ~ ' L~CATIC~N MAP W - ~ ~ l 7W ~ _ ~ L E SCALE: 1 "=1000' 1 V / _ ~t a., i _4- - Y~r~ \ ~ ~ o utJ A i ` , Y - z _ ~ s 0 o ~ l-' c m n p F 0 0 4 ~ D i _1". c o ~ z J'y 216 d+ f, f~ - a D ~ r 1-,' J ~ ~ m AkA /L ~ . ~ is i A D r::._ ~ ' t'~ 214i~~. r C 0 r Z tr 'a © ~ to - D O 2127~ , t I SE i I t e 210to ~ o_ PAVED DRIVEWAY APRON (IYP. f ~ 1 ~ ~ Y ~ U} r' t D b8n20OC~ OC,7Q OC~OC~ ~ ~ ti- ~ H1 ice. n , L _ r~to-new ~.~ooN rur~acE ( cr~cur Kou~ as) ~ i iii i~ b o ~o ao NON-WOVE 6" SOIL COVER OVER STON ALE: 1 "=40' (MIN.) ON-WOVEN FILTER FABRIC ` SCALE: 1 "=4 LOT 19 DYER STONE ~ O 4` FINISH UIST P@RC TEST DATA GRADE 4" PVC PERFORATED PLASTIC ~ ~ o ICTRIRIITI(lAf AlP~' (eCT1A n ~l1~~1 ? m ~ ~ TEST HOLE DATA TEST HOLES RECORDED BY ROBERT RUSSO TEST HOLES RECORDED BY ON APRIL 2004 ON AUGUST 10, 2004 tDED BY CLA ENGINEERS PERC 19: PERC 19A: v i04 TOTAL DEPTH - 12° TOTAL DEPTH - 24" PRESOAK AT 8:40 PRESOAK AT 11:30 2~ S T 1 A TH 1 E i ~ 107" TOTAL DEPTH 91" TOTAL DEPTH 0-6" Topsoil dark brown fine sondy loam 0-8" Topsoil brown sandy 10:26 - 9" 3:30 - 2 1 /2 ~ 2" INVE > wn sandy loam 10:30 - 9 3:35 - 3 1 /2 6- 6-27" Subsoil strong brown sandy loam 8-37" Subsoil strong brow 27-107" Gray brown sand. 37-91" Gray sand & gravel ong brown sandy loam 10:34 - 70 3:40 - 4 1/4 gravel 10:38 - 10 3:45 - 5 ~ 48° WIDTH NO BEDROCK NO BEDROCK 10:42 - 1 1 ° 3:50 - 5 1 /2 r ~ . ~ _ ~ fY°- t h ~ K ~ WATER 105" NO WATER 10:46 - 1 1 3:55 - 6 1 /4 ~ 8" NO MOTTLING NO MOTTLING 10:50 - 11 4:00 - 6 3/4 TH 1 TH ~19F 10:54 - 7 2" 4:05 - 7 1 /4 MOTTLING 101" TOTAL DEPTH 90" TOTAL DEPTH 10:58 - 12 4:10 - 7 1 /2 LINE 1 1:02 - 7 2 4:15 - 7 3/4 f' ~ m 0-10" Topsoil brown fine sandy loam 0-10" Topsoil brown sandy ~ 70-39" Subsoil yellow brown loamy sand 10-39" Subsoil brown/yellow rn sandy loam 11:06 - 12 4:20 - 8 1/4 ~i i awn/yellow brown loamy sand ~ 11:10 - 13° 4:25 - 8 ,i2 12" x 48" LEACHING TRENCH ~ a; 28-138" gray sand and gravel 39-90° gray sand and grav T NO BEDROCK NO BEDROCK and gravel cobbles 11:14 - 13 4:30 - 8 3/4 i 11:18 - 13 NOT TO SCALE 1 vWATERnoneNOWATER ~ NO MOTTLING NO MOTTLING ~~. 22 _ ~3 USE LAST 30 MINUTES N 11:26 - 14" FROM 4:00 TO 4:30 - 2' DROP 30 MIN / 2 IN = 15.0 M!N/IN ri TH #19G PERC RATE = 10 TO 20 MIN/IN i TH 19 88" TOTAL DEPTH USE LAST 30 MINUTES 93" TOTAL DEPTH 0-10" Topsoil brown sandy ` D~ 0-7" Topsoil brown sandy loam. 10-29° Subsoil brown sandy un sandy loam. FROM 10:54 TO 11:26 - 2" DROP U awn sandy loam 32 MIN / 2 IN = 16.0 MIN/IN 7-38" Subsoil yellow brown sandy loam with silt and stones 29-BS" Groy sand and grav ~ 38-40" subsoil mixed gray and yellow brown sand loam with silt and stones. NO BEDROCK and grovel with cobbles near bottom PERC RATE = 10 TO 20 MIN/IN y NO WATER DESiGtV DATA 5 BJ27/04 40-93° Gray sand and gravel wilt silt. NO MOTTLING 4 e/ie/a LOT 19 s e/ii/aaNOBEDROCKPRIMARYSYSTEM: z 9/29/M U . WATER none PERCOLATION RATE: 10.1 TO 20 MIN/IN (16 MIN/IN) 1 7 1s a Ni10,000 SF BUILDING - 350 GPD tc' NO MOTTLING c TH + m APPLICATION RATE: 1.2 GPD / SF No. Date REQ. EFFECTNE LEACNlNG AREA=(350 GPD)/(1.2 GPD/SF)=292 SF a 96" TOTAL DEPTH G ~ 0-6" Topsoil brown sandy loam USE A 12" DEEP x 48" WIDE TRENCH ~~iG ~'lilS I5 ghi'?{il~iEM1~L tNh. ~~iA~f;i~G PRODui,EL~ EFFECTIVE LEACHING AREA OF TRENCH = 3.0 SF/LF E~ ~ r 6-33" Subsoil yellow brown loamy sand with silt and stones tNk m 33-96" Groy sand and gravel. ~Y LENGTH OF TRENCH REQUIRED=(292 SF)/(3.0 SF/LF)=97.3 LF ~ y . I-i~Y ~ ~Pd4aINt~RS, lkd1~, ~ NO RESTRICTNE LAYER o NO BEDROCK ~ WATER none MLSS NOT REQUIRED t USE ONE ROW OF 100 LF ? m NO MOTTLING LEACHING AREA PROVIDED = 300 SF ~ RESERVE SYSTEM: i~ pp~~,~' i~ ~ r c~ 0 USE SAME DESIGN AS PRIMARY SYSTEM . ~ 0 = r,.z ~.~'rCLAJl q.~ Yi~. i_ Y 1 i z T o ~ V D D nGCB ~4 - NPE "CC m O STA. 3+85 LT5LT $ ~ ~ m ] 1 ~ i ~ TF=239.8 ~c~ ~ a 'sue i i- ~ - mD z L / o,~ INV.IN= ~35.5(15") .~ZLOT16 ~ ~ NV.IN=233.1(24°> ~ ~ o ~ , INV.OUT-~R33.1 4 ~ i`.~ ~ m ~ O ~ C N ~ N "D-G" ENDWALL 1 ~ ~ ~ ~TF=232.0 Z m INV.IN=230.5 1 y~ ~ INV.OUT=230.2 ~~"'t~ ~ ~ - NP f tt D -rn-ryryr .,LJ y~, STA. 2+50 LT i~ L ~ PROVIDE 1 TF=237.1 t I ! ~ CB #16 - NPE "C" INV.~N=233.8SILTFENCENP. ~ ~ ) STA. 0+70 LT INV.OUT=233.8 "'a -i ~ ~ y 1 TF=233.5 ' r I y INV.IN=231.2 IIf~ INV.OUT=231.2 ~ ~ 75"kpfi' I1 ~ 15~ FEU 23s / R~vL. a~"F! INV.OUT=231.0 , t~ r~~ 1 ~ . _ ~~~'~~~r~- ~ O 9"21'32" y } ~ l3 i ~ v ~ L~ j~~~ Q ~ T=57.17' r Z _ - Q ~ ~ 1=101.36' R=300.0 ' oqo° ~ CB #1 /'TYPE "C" L ~ 1'' - ~ STA. 2+50 RT o~T 234A efZ LOT 5 4 ~r PROPOSED STREET \ ~O F:: LY' ~ ~6 ~ OT 6 i LIGHTING (NP.) \ Q ~ ti ~ :r tik OtiZ i - ' ry ~ i ' l I j ~ 1" C~ 1 - NP "C \ ' . r STA. 0+70 RT TF= 33.5 y' INV.O T-;y4~PROVIDE CONSTRUC~1 ~ P 1 ENTRANCE \ I ( SEE DETAILS) ''I ~ 1 / I ~ r 1 1 L.r1 260 - I r c. - - ~- r. 4~ i i u - 258 256 I 254 t r r 252 I 250 s 248 a 1 14 M/~ c 1AJ p N ~ , 246 \ ~ d' W + to ~U W n EXISTING CENTERLINE CB-TYPE C CB-TYPE C ~ z 244 ~ . GRADE ~TYP.) \ W o pr O m OCB-TYPE C 242 / ~ , ~ ~ W ~ 0 W W~ z ~ Q ~ ~ z2401 j ~ • CB-TYPE "C" ~ ~ / C 38 / 2 D 00% 2. ~ : rn A m r T 236 ~ v-, 1~~ - J D 24' HDPE p S~ 234 0.5Xi d 1 3 232 v~ r 1 , ~ ~ ~ ~ ~ u Y--~~~ 1~ ~1~ ~~~~w:~230a i PROPOSED CENTERLINEQ 228 GRADE (TYP.) 1 17 _ _ 1 . e.ce E ~ ~ecc~ r T 1r ~ c~ub~.S' 12.E ~o~ 1 L! Lx=226 v v 224 i m - 222 ~ ~ - - / 04 Iliac. Revisions ~L~i /04 Iliac. Revisions CI~L .STRUCTURAL • SURVEYING a 220 r- /0~4 Iliac. Revisions c ~ LI / 04 Iliac.. Revisions c /04 Misc. Revisions Per Town Canxments 317 Main Street Norwich, Connecticut ~ z 218 (860) 8$6-1966 Fax (8fi0) 886-9165 ~ ~ to Revision r p o ~ o 0 0 0 0 0 0 0pvOD ~ ~ v n d0 00 0 ~ r OD QO Project No. - o o D , ~.o~nbar~ Gravel ~ Excavation c~-sie7 1 ~ Q ~M ~ ~ rri ~ ~ tfj N cD °0 ~ . Q N N;~) ~ P7 N ry~ p~ RUI ~Om ~ N N N N N N N N Q ii J 0+00 1 +00 2+00 3+00 4+00 . r i c~ 0 r Ci l; . E O ~ J. r _ ~~ 1 ' f .~Jt P ~ L ~ " 1 1 y . r ~ v~ f 1. 7 yy J C~ i ~ _ f r .s 1 n 1 si i s L ~ m~w~~un~u~u ~ i I 3 ~ P 1 ` ~ 4PROVIDE PROVIDE Mt7AL " 51LTFENCE TYP, -LOT 13 ~ ~ o~ LETNS RUCBTURJTIONBASIN 36 FEU ~ SEAM GUIDtRAIL TYP. INV.=213.0 ~ ~ STRUCTURE ~ PROVIDE LEVEL : SEE DETAILS ~ z INV. -213.2 ~ ~ SPREADER OUTLET PROVIDE a 0r 0PROVIDESTAKED ~~V'-2 ~ 3' HAYBALE EROSIQN (SEE DETAI CONTROL (NP.) 1 ~ EE DETAILS ~ ~ a ~ SEE DETAILS , CONSTRUCTION m Qp ~ ~ ~Ir n ~ ti~ ' ~ Fr_: r-- r. ern , n r 1 0 i! ~ DPROVIDEMODIFIED ~ \19.2 ' - - . _ z ~ ~ zRIPRAPSPLASHPAD \ ( 33'L x 19'W) ~ - - - ~ , ` m z N ~ } D ti~ h ~ I1 z ~ m r~ mDTI VORTECHNICS 24" FEU ~ r ..~J DE IS SEPERAT INV.OUT=214.5 ,t... 1 Q L INV.IN=2 2 \ D INV.OUT= 5.0 0 o C 1 - PE •C" - I- STA. 1 1 +60 LT ~o , . 7~=222.0 ~ ~ - w INV.IN=217.0(15") INV.IN=217A(24°} C6 ~ S _ - INV.OUT=215.5 W IN W IN , ~ i 9 PROVIDE 6" ~(T. _ ~ - N Z s v ZJ ; III 2 O or O ' STA. +60 RT - ` _~ r n ~ c m CJ Q TF=222A 9~z ~ w ` , e~ O OUT=217.5 - zaz ~ ~ Oc ~ 37 0~,2 LOT 2 _mD Z c z ~ i ,nI [ m 1 D m r T i O z D r~ PLAN _ - _ ii I 234 ~ ~ ` ~ i 232 \ - - 230 f TYPE I 228 i PROPOSED C226 , ZOPOSED CENTERLINE GRADE (TYP. . ~ ZADE TYP. ~ . ( ) 1 OO~ 224 \ 4` 222 H CB-TYPE C o z a 0W S: ~ o 3, _ ~ ~ n ~ p n 220 o o ~ ~ - D z W , W 218 ~~ z ~ ~ m ~ 2] s O D G 216 . ~ ~ Z m O ~ ~ . CB-1YPE C . ~ ~ r EXISTING CEXISTINGCENTERLINE m i ~214 , GRGRADE (TYP.) z DQ~ ~ _ 212 , Q I m 3 210 ~ W i i Z C 1 ~ , SfU .J ,208 ~ i ~ i~ Ll. ~ nn ~ ~ e. ~ ~ r~e..~.C. ~ece~J ~ 206 Q c~'b~' la, a~b~ a ~ 4n1 r ~ 10~nC.~1eC'~-- 204 Ql 202 r 200 N 6 8/30/04 Road 8envLRoad8enamed ~ Detention Bain Acceaa Yodifiad ~ ~ ~ ~ ~ ~ ~ ei ~ ~ ~ C ro ~ i~°~' CIVIL • STRUCTURAL URYEYING a 198 9 B/D/04 . 2 'i/20/04 xei~o~e ~ V 7/15/04 Idiu c 196 D to I a. ~Illlllltl!rn rn rn rn rn ~ ~ rn ~rn Nd' o JNrnrnrnrnrnrnrnrnrte... i.. Y LL fir` Mln N~ NN N~ N~ Q NN NN NN N ~N N, r ~' T m N N N N N 1--'- 10+00 11 +00 12+00 - co r~ D P u _ r~ ~~6 1 r . J~' y ~ r' I i~ l 1 i _ 1 7 i a L a~ - t l A. r. 0 C' ~ 1 T C~ 1 u - 1 1 iui~iunn~r r L; - PROTECT SEPTIC cf J aFORLOTS5 & VEHICULAR TRAFFIC ROCK CRUSHER OP WITH ORANGE CONSTI 1. i 1jj I i 11' DIRE( I ~1' SEDiME - _ 1 TEMPORARY 4~~ Dl. MINIMUM 0 M• . 1 ~ A. ~ 1~•• - 1 v r.. r N - , ~ - 1 I 1 r. A~ L l.: ~ ~ oC',ems ~i J I~f 1 ~ i ck1-25 ~ e ~ 23• I J i WF~1 ~1-28 WF~ t . t t , WF~ 1-2 • ' x~ao~ ~ -~J wFy t -30a`~ ,,CDT 11 WF~1 i - - - r~- i V ! o L'~ Y - J f ` ~ WF t - .~~t -J2 - ~ I WF~ i -56 s "..ry i - k9 _ WF~1-58 _ WF~ 1-9 WF/ t WF~ 1 59 wf WF - F - WF~t-15 WF~t-5 ~NF t-57 ~ 1, ItA~F~t- wFpt-~ ~ F;~t- Fyt-st - WF i -35wF~ t -t t ; ~ WF~i-7 ~ ; a { WF 1-36 ~ - ~ 4F~ ~ F ~ _ WF t -~I t '~+F~p t WF~ t 5 ~ WF~1-9 ~YF{(ii 37 # WF~t-AYF~1- WF~1-b F,~1-40 ~ ~ 1-2 WF 1-39 WF~'1-'~ WMF -47 'AYF~ 1-~48 _WF~1 53 WF;~ 1 WF~ t WF~ t - - N'F,~ 1- ~ WF 'I -~15 f , _ _ WF - ~ W~F 1-~9 WF~ i -51 t -5 t - - F~9-~ FI~i-, y~,. ~ ` r PROVIDE i BACKED BY rn 1 1 v ~ ' ~ ~ y r'v'Y v -8118 "i`~ w ~' Y \ , j~ W c~ PROTECT S WF 1 9 r ' ROTECT SEPTIC SYSTEMS ~ r` r..+ / ~ r~' ~ ~ ~,J- . Q FOR LOTSa ~ ~- 90 ,.,v ~ FGR LOTS 5 8c 6 FROM ~ ~ VEHICULAR 1 :HICULAR TRAFFIC DURING ~ . ~~r ROCK CRUSI ~ o i wf ,-s ~ )CK CRUSHER OPERAT,ON ~ ~ ~ J r1DAAlf`C /'/1AIC'TDI I/~TIllA1 1 ~ ~ . 1.~ ~ ~ ~ ~ / ~ ..rWITHORANGE w 1 VR/i1VVC l.VlVJ I ftU4~ I IVIV / " ~ A,~~` i i ~ ~ - / 94 l ~ FENCING WF r ' ~ /I f / WF~~ wF , 95 FMt-9P \ ~ WF 4- ~ P wFp, -ss ~ ~ n i J Y~F~1-1 ; ` ~ wF~¢-38WF1 - 6 'WETI~ND AREA x;'n WF~ 6 A ~ FJI ~ a l i WF~4- wF 1 ~ ~ ) ~ ~ s..:,i~.~: r. WF~4 6 ~ / ~ . I d ~ ~ , ..~1.,~, r r WFM, f ~ ,n ~ / >F~¢-31 WF~4--B WF ~ :t ~.rr I ~ ~ ~Nf ~4 ~ ~ _ WF 4-30 F~ 1-1 ~ WF~4 29I~ e~` ;4'~'. iwF,p, cwF~ o`ff' is 5, 1 WF 4- 8 r ~ ~2 WF 4• f ~ WF~1--108 S~~:F' WF 4- ~ 1. - i r wF - 1 ~-1~d ! / r 1 _ a WF~4r F s~ In 25 MNF~~t -135 r~ yyyyFF g WF~1-'2fi WF~i-12~ X25 WFdt-119 ~ r / WWFF 1-120 WF 1-i~~ -T~ ~ ~ .IWF~i-12~ N _ WF~4- 7 F i - ~i a~ IKF~ - za wF ~ - l ,,pp yy i WF~ 1-1r ti4F 1-12 WF~1-115 F' ~j / ~ ° WF 4- { ,,,,,,,WF~1-t.~' \ WF~1-~y,._~a ~WFfY-tt2 ~ `r r. ~ ~ / - J~ ~i~! WF~ 1-1 J8 ~ WF~ 1-1 p .~.r~ ~ _ . _ _ wF t - ~ • 11J ~ ~ T1 _ _ li s a 1~ wF~7-t' - WF~S-29 WF~+ ~ F~ L _ WF 7-8 ~ WF~7 B ~ WF 7-iDp ~L wF 8 a I ~ wF 8-t3 1 wF ~-7 ~ w 8-t5 ~ ` 1`~ IF~5-29 ~ WF~ -16 " WF{~6-tUwFpa-12 wF~B-, WF~S- ~t i wF 8-it wF~7-6 wF a-2 F Fys- t VF B-3 •~4yCJ.J;~i, WF~5- 2 • a~ N UP AND ~ ~ e i ~ i ~ IwF~e-9 wFy7-arAREA goWFE-a Wf~S- 3 WET 1WwF8-5 ~ I ~ ~ wF 7- i.. N _ ~4 ( 1 WF~S - 4 ' ~ ~ W•~8.-6 I ~ ,r i wF~B-8 W+F 5-35 ~ wF~6 ' WF 7• i~ a wF~7-~ WF 5-.~6 ~ -~ t „ l ~ i CA ~ O WF~6-4 WF~6 2 WF~G-1 ~ - - - ~ i i! J P ~ A , i ti Y' WF~6-6 - ' hn C~ d"~ rG ~ P~~~~~.i` a ~ ~ 4 wF 6 7 ~ A Mi m r `~5,~r ~ r , . d f: ~L f , r• . , M . `.3 o NF + T l' F 0 SP c~ - - - f `i i . e' i f r - _ h j L1~ j7 _ r 1 t~ t~ r-_ ~ - _ H'l C~ r' m C'N y, d o ~ j? o ~i Oi _ A ~ m m ~ ~ ~ D C ~ mi pi ITI r q Z 2~ I G n 1. All sedimentation and erosion controls wi!I be established before radin be ins. ~ 4 ~ ~r ~ ~ 9 9 9 9 / ~ a 2. Temporary devices and structures to control erosion and sedimentation in and around the • wekland site shall be properly maintained at all times. The devices and structures shall be 91 ~ ~ y I ~ ~ ~ disassembled and disposed of no later than november 1, three full rowin seasons after ,. n ~..m 9 9 planting. Sediments collected by these devices will be removed and laced u land in aPP 1 imanner that prevents its transport into a wetland or waterway. (STING YdE Q 3. Native to soil available on site will be stock filed and re-used in the and bottoms. uI~RPPp ~ - z i , ~ _ y . _ d ~.y Six inches of native topsoil will be applied to all stormwater onds. P - r t b ~ d~ a ~ r. q.° fQ art; 4 t~y1! t 54. All stormwater ponds will be seeded with new england erosion control restoration mix / i ~ ~ ~ ` ~ L nor new england wetmix (New England Plants, Inc., Amherst, NIA., Ph 413-256-1752 garI, ) equivalent at their specified application rates. . p,"~ • l 'I,l I I ~ Ay , J ti ~ ~ ~ 6. Planting and seeding will take place in the sprin ar fall lantin er~ods to max~m~z~~ lant ~ 9 P 9P P 4 ~ ~ ~ F~ ~ ,gyp; ~ ~ - ~ . ~ ~survival and se ed pem~nat~on. i ~ ~ ~ k i 7. To reduce the i ~mmed ote threat and m~n~m~ze the long-term potential of degradat~an~„ the ISTING YdETLAND 1 'h - ~~'1 1 UNIT (TYP.) - f ~ ti species included on the invasive plant species list in the U.S. Arm Cor s wetland miiki ationYP9 ~ ~ ~ ~ ~ _ rf r. ,pe o mance standards and supplemental ~nformat~on dated 2/21 /02 are not included as ~ ~F ~ _ ~ - ~ ~ ` i lantin stock in the ov r II c . IpgeaprobetOny plant materials native and indigenous to tine region shall be used. Wherever ossible wood I ~ - , ~ 4~ _ ~ ~ ~ ~ V~_ p y p ants from the wetlands to be disturbed r~~ll be reused in the ex ansion creation area. ~ . 1 ~1P ~ ~+t, C t ~ ~ ~ . d 6 1 8. A cert~~fied soil scientist or qualified wetland scientist will ins ect the wetland work in kheP ~ expansian/creation area. ~ ~ o~ ~ , ~ E i 4'~ ~ ~ w¢ 9. A certified soil scientist or qualified wetland scientist will locate the sites for lantin ~ the shrubs. P g ~ ~ i L'lS~ f` r 10. The local inland wetlands commission will be notified before work be ins and also be notified9 ~ ~ ~ upon completion of the mitigation site and plantings so that they may inspect. ~ ~ ~ . - - 4 r • • . ~ ~ v~ n an r ni nr ~ s~ o o resoa~ n ~x0 r ~ ~ r n ion ~n nassa ~ s w The New England Erosion Control/Restoration M1ix contains a selection of native rases and wildflowers ti~ ~ _ ~4~ ~ ~ ~9 designed to colonize generally moist, recently disturbed sites where quick rowth of vex etation is desired to9g v t~ . stabilize the soil surface. This sees mix uses plant genotypes from the Northeastern skates. This mix is 1, T"' particularly appropriate for detention basins which do not normally hold standin water, The cants in this9P mix can tolerate infrequent inundation, but not constant flooding. !n New En land, the best results are9 obtained with a Spring seeding, Summer and Fall seedin can be successful with a 6i ht mulchin of weed9gl9 free straw to conserve moisture. Late Fall and Winter dormant seeding require a sli hid increase in the9 ~ ~ ~ seeding rate. Fertilization is not required unless the soils are particularly infertile. i ~ tw- ~ Twd APPLICATION RATE: 35 L8S/ACRE 1245 sq ft/ fib . ~ r~ y nnrn~rt+ ~ I ~ 3r~~iw ~W NEW ENGLAND ER SIGN NTROL /REST RATION Tioga Deertongue (Panicum clandestinum ,Cree in Red Fescue Festuca rubs Switch rass PanicumP9 ~ 9 ( virgatum), Vir inia Wild- e EI rnus vir inicus , Fowl Blue rass Paa alustris Cree in~ Bent rass A rostis ~ IX TYP. - ` ~ ~ , . , a9ry (Y 9 ) , 9 ~ P ) P g g (9 stolonif~era), Silk Wild- a EI mus villosus , Canada Wild- a EI mus canadensis Pairtrid e PeaYry ~ Y )ry ( Y ) 9 (~ Chamaecrista fascieulata , Soft Aush Juncus effusus ,Flat-ta Aster Aster umbellat.urs Joe- a Weed ~ , P ( ) PY Eupatorium fistulosum , Boneset Eu atorium erfoliatum Blue Vervain Verbena hasta~ta Noddin ) ( P P ) ( ) 9 i "~IQ: NQRTH ~ETENTIQN BASIN Bur-Marigold (Bidens cernua , Canada Goldenrod Solids o canadensis , Grass-leaved Goldenrod Solids o ( 9 ) 9 SCALE: 1 =40 S I graminifolia). or 0 m Oi ~ eve n an e ix ~ D The wetland seed mix contains a wide variety of native seeds which are suitable for ~r~ost wetland ° ~ G7 mitigation and restoration sites which are not permonently inundated. All s ecies are ~i~est suited to moistP disturbed ground as found in most wet meadow, scrub shrub, or forested wetland mit.ii ation and restoration m ~ g areas. This mix is well suited for detention basin borders, and the bottom of detentiain basins not enerall C 9 Y under standing water. The seeds will not germinate under inundated conditions. If plan'~ed Burin the fall9 : D < ? Ill months, the seed mix will germinate the following spring. During the first season of r~owth, several s ecies9P n~ fTl will produce seeds, while other species will produce seeds after the second rowin se,~ason. Not all s ecies99P will grow in all wetland situations. This mix is composed of the wetland species most 'Iikel to row in ~Y 9 created/restored wetlands, and should produce more than 75% round cover in one fu~idl rowin seoson. ~, i 4999 The wetland seeds in this mix can be hand sown, used with ahand-held spreader, ~a~r h dro-seeded onY large ar hard to reach sites, as long as there is no permanent snow cover. Lightly rake to ensure pro erP I msoil-seed contact. Seeding can take place an frozen soil, os the freezing and thawin weather of latefall g and earl winter will work the seed into the soil. If s rin conditions are drier thanus~~ual waterin mabe -o Y P 9 ~ 9 Y required. If planting during the summer months, watering may be required for at leasa. 2-3 weeks after planting to ensure germination. Anon-invasive annual such as winter rye may be add6ed to the mix to N obtain soil stabilization c v r' fII. o e ~n the a Do not add annual ryegrass, Kentucky Bluegrass or perennial _ .~r~~~ II m e rass as these s eirrygpces a e very aggresswe and theywill ~nh~b~t the growth of the wetland seeds, Alight ~2ce~ v e ~ ~mulch of clean weed-free straw is recommended. 0 NAWIE NWI Wetland Quantity Diescription Functions Benefits Indicator APPLICATION RATE: 1 LB 5000 SQ. FEET AS AN UNDERSTQRY SEEDING Status a~1 LB/2500 SQ. FEET AS AWET MEADOW a Shrubs n Highbush blueberry Facultative 18 tall shrubs, to beWillif d e foodsource, aesthetics r SPECIES i W lanted in 15footwideVaccinumCormbosum etland p (a~ Fowl Bluegrass (Poa palustris , Frin ed Sed e Carex crinita ,Water Plantain AlismaManta o- a uatica , band above andede p 9 1 9 9 ( P 9 q ) ~ Chufa C erasesclen ~ ~ ( p u tus , Green Bulrush Scir us atrovirens , Soft Rush Juncus eff~usus BeardedSede Y ) ( P , ( ) Winterber H 11 Facultative 18 tall shrubs, to be Torv' ry o y p o ode erosion control, Soil i g ~ Carex eomosa , Lurid Sed a Carex lurida Ho Sed a Carex lu ulina Boneset Eu atorium erfiim , o atu , 9 ( ) P 9 ~ P ) ( P ) P ilex Verticilato Wetland planted slang the waterline stabilization, wildlife cover and ( of the finishedpondfoodmNewYarkAster (Aster novi-bel ii , Swam Aster Aster uniceus , S otted Joe- a weedEuatorium9) P ( P ) P PY ~ P 9 maculatum Blue Vrvie a n Verbena hastata ,Woolrass Sc,r uscermus . ( ) 9 ~ P YP ) Silk Facultative 18" tall shrubs to beTryDogwoodop ov~de erosion control, 5 .e ~ a / a~ ~ - c cv Corms sercico Wetland planted in 15 foot wide dense growth, and wildlifefood - ( ~/,~a/o~ band above pond edge source, wildlife cover, aesthetics - ~ ,r Arrowwood Vi m m Facultative 1$" tall shrubs, to be Aesthetics, wildlife food source27/eo/c~ ( bu u C Wetland - lanted in 15footwiderecon~tum PiT/r5/ c~ ~ 9 band above andede p 9 No. ante. i _ ~ i Seedmixes~ ~t ~ ~~i~ii~~~ r~,~~ ~~r~ H i. ~ o ~ ~ I oil stabilizationestablish ~rw New En land Erosion Varroble To be seeded ~n allareas ~ ~ p~ ~h Q I ~ PR ~Jt~ 9 , between elevation 210 and herbaceouswetlandplants ~ ~ Control/Restoration Mix or r. .s BRA m ~ 220 in north pondand 20~+ , equwalent 0 J 214 in south pond. _Variable To be seeded in all areas Soilstabilization, establish New En landWet Mix 9 -C7 below elevation 210 ~n north ~ herbaceous plants as wildlife food source _ - ~~" i 'O pond and 2D4 ~n south pond „ . ~ ' ~ i O ~ ~ ~ ~ L, t , A. r--: u f fir.1..~.a~wwwn~w innwww~ i C ~o ~ N TRENCH WIDTH EX6STIMG GRADE R IROAD'V~AY SECTION PROPOSED GRADEGRADE EDGE DF IR'C1~~D ~ 2' ~ ~ ~ _ 1'-6 7/8' 1'-6 7/8' ~ M M m o ~ 2~ ^ ~ 2' TOP OF FRAME 2• ° 10' ° Q Z, COMPACTEDIMPACTED SUITABLE DRAINAGE PIPE ~ ~ ~ 0 E4 BARS 4'-0' LG. NATLVE MA CROSS SCOPE AS GRAVEL FI PER CROSS SECTION CATChI BASIN CURB TD ~ TLVE MATERIAL R 37 GRASS LINED ~ ~ AVEL FILL ~ ~ 3' DRAINAGE SWALE 3~ti , ( DEPTH VARIESJ ~ ~ ~ TD ~ _ o n MATCH CURB h7 ROADAD PIPE D=INSIDE , 3 5/8' 3 5/8' 1/2' 2 13/16' DI:d4METER ~ PIPE 11 1/ 3 ]3/16 , r MODIFIED RIPRAP - 24' THICKPRECASTCONC. UNIT D.O,T. STANDARD> 12' p~12' 2'-8 3/4' 12' 12' 2'-2 3/8' 8' ~ PERVIOUS w~+ ApFILTERFABRICGR/~l~7S_ LMI IPACTED GRAVEL ~ ALONGLCONFORMINGT D PIRESHAPE BEDDING T ~ ti 5~8~ ~ COMPACTED j iFILL CONFO PRECAST CONC. ~~4RTICLE M.O MASONRY UNITS ICLE M.02,01 FIT PIPE C~N70UR ~ o~o 1~ f~0 OR PRECAST RISERS 2 13/i~ 6' MIN6' MINIMUM 12' MINIMUM ~O ~ ~ VER VER EARTH OVER ROCK 7 13/16' 0 ? POURED CONC, R W ~ SUBGRADE Z~ ~ VARIES .2'F PRECAST SUMP 2' GRAVEL FILL WHEN i t Uh~SUITABLE MATERIAL SECTION Eh~COUNTERED TYP. TRENCH DETI~IL RIP-RAP SPLASH PAD DETAIL NOT TO SCALE NOT T SCALE8' 4'-0' 8' 8' 3'-0' 8' S'-4' 4'-4' 4'-6" 3'-1" STEEL GRATE 9n 6" ~•_~tl FRNT ELEVATI N SIDE ELEVATION 3~ 0 1/8"MIN. 3 ~ 3/4" 1'-0" 10" HALE 6 ~ 3/8" R!0~'S. 6" O.C. _ ~t L` - TY~~ "~fi CATCH BASIN DETAIL ~EARINIG BARS PERFORMED INTO EACFN WAY W~IEL[DED~ 6" BASIN. SEE OUTLEt & G.~LMANI~ED SSEEL GRATE ~'-g" - STRUCTURE DETAIL GRATE _ GALVANIZED NOT T SCALE , t, i~. 3' SEE BIT. CONC. CURB 2,_9••+ OPEN EYE TRASH RACK 3'-0` ~ B ~ EYEBaLT .iMUt SEE DETAIL 15" HdPE p~TIfLO~N TO T E}fISTING C8 STREET CROSS TOPSOIL CHAINSECTIONDETAILSFILTERFABRICALONG TRENCH WALLS TOP & BOTTOMTOM ~a U-CLAMP W/lAG BOLT v I 4~ _ Ptl.AN i/4"xs v/2" HALF SECTION THRU B-B SHOWING (~2" o.c.-nP) OPEN EYE EYEBOLT LOCATION OF CHAIN & EYEBOLT HOOD QUTLEi i 4'• .o i~ O..wa I. i o~:o:;o:•...~ 2 -6~ BO'LTS (,~4CTS ASo..: a o- ~ , BU 6" SOIL COVER NON-WOVEN .ot o-~ :o~ ~ ( MIN.) ~;~r~q r~oq~C ~~2" WASHED ROUND STONE ~ O Cdr S~~jOf 3 1/2 6~ 1 _6^ 6 3 ~/'2° 5'-0" OVERFLOW GATE ~ ~ yiNiGEj~ STEEL GRATE I i OVER STONE OR PEA STONE o~ ~ 3' MIN. I _ 3000 PSI U-CLAMP4" PVC PERFORATED a FlMSH PLASTIC DISTRIBUTION 6" MIN. CLEAN SAND ~ ~ . o 1'-6" ~CONCFZETE ~ W~(.p,G BOLTS GRADE PIPE (ASTM D 3033) OR GRAVEL Q` -r ~ LQCN{ 10 EMERGENCY 112" 6~10G~IFIED 1" CLEAN BROKEN ~o 00 - - ~ - OVERFLOW GRATE 2' RIPRAP, ALL SIDES4'-6" ~ ~ - 2" STONE OR o. . 0 6" SCREENED GRAVEL 4" PERFORATED PIPE ~.q~:R~ o•: p' g" ELEVATION 209.8 MAN. i CLASS "A" 24" ~ HOIE 12" INVERT D+1'-6" T CONCRETE ELEY 206.5 QiRECl~'Slf CQN~RETE 6" 1'-0" TRASH RACK ~4SIN6" i j 48" WIDTH BOT. TRENCH TRENCH WI0. I~ 1. PERFORATIONS TO BE PLACED DOWN. i _ A _ I I -~'-n" SEE DETAIL ~ 5'-0" 'HCapD OWT~LET T - I I _ 18" ~ HOLE i .c,, y i a.+~~ ~ ELEV 213.2 SEAL WITH NON '1Z~ X ~S" LEACHING TRENCH 2• HOLES TO BE 1/4" DIA. OR 3/8" DIA. 3. UNDERDRAIN TO BE INSTALLED IF GROUNDWATER SIDE ELEVATION ~ - - s~+~ wRH NaN SECTION A-A INFLOW '~HRINgt GOUT NOT TO SCALE IS ENCOUNTERED, OR AS DIRECTED BY THE INFLCoV~ SHRINK GROUT TOWN ENGINEER. A TYPE ""ID'~" ENDWALL RACK81~2"~(MN) ~ EUPTICl~L gl,~1rFIUDW TO IMBED TRASI 22"x34" RCP RACK 12" (MIN WOT P~ SCALE - E~(I'STING C9 BED TRASH OUTFLOW12" (MIN) ~ 3f" RCIP SEPTIC DESIGN FLOW: STANDARD UNDERDRAIN _10' o z10.000 SQUARE FOOT BUILDING NOT TO SCALE WAREHOUSE: 9.000 SF A BQTTOM ° INV. 25.0 OTfOM4' ~ i~ o - II. ~1j i U-ClA r nS1~~G~IF OTTOM ` ` © _ INY. 213.2 D _ ~~o ~ t EMPLOYEE / 1000 SF (PER PARKING REGS.) ~ ~ ~c N ~ _ 9000 / 1000 = 9 EMPLOYEES + n. _ U-G~AMP r !ELEVATION 1 a ° OFFICE: 1,000 SF Wf LAG BOLT 2 1.2 ~ ~ ~ 1 EMPLOYEE / 200 SF (PER HEALTH CODE) a °z 1000 / 200 = 5 EMPLOYEES 14 TOTAL EMPLOYEES z 25 GPD PER EMPLOYEE (PER HEALTH CODE) DETENTION EASIN OUTLET ~ ~ ~ - ~ I ~ ~ l~_ NAT TIC SCALE ~ ~ ~ Mi~DIFIED RIPRAP ~ mDESIGNFLOW = 14 EMPLOYEES x 25 GPD/EMPLOYEE = 350 GPD 6" n ~ T 5.000 SQUARE F00T BUILDING LEVEL COPE z ~ DN n WAREHOUSE: 4,000 SF 6 t EMPLOYEE / 1000 SF (PER PARKING REGS.) DRAIN TD ILIEVEL SPREADER 4000 / 1000 = 4 EMPLOYEES DETENTIaN - u ~ o~-,- OFFICE: 1,000 SF FLARED END i A ~ B SIN ~ ~.1 ~-~~r ~ ~ -1 EMPLOYEE / 200 SF (PER HEALTH CODE) '--. r.~;~ f8 ~ ~ i1000 / 200 = 5 EMPLOYEES 9 TOTAL EMPLOYEES 25 GPD PER EMPLOYEE (PER HEALTH CODE) SECTION A- r. - - DESIGN FLOW = 9 EMPLOYEES x 25 GPD/EMPLOYEE = 225 GPD LEVEL SPREADER AT o - tSEPTICNOTES. NpT TO SCALE n i 1. ALL WORK AMD MATERIAL (SEPTIC TANK, DISTRIBUTION BOX, PIPE) t40' SHALL CONFORM TO THE CONNECTICUT PUBLIC HEALTH CODEvREGULATIONSANDSTANDARDSFORSUBSURFACESEWAGEDISPOSAL WATER ELEV 'i ~ SYSTEM. ~ s _ F 2. SEWER LINE FROM FOUNDATION WALL TO SEPTIC SHALL BE 4" ~ r SCHEDULE 40 PVC - ASTM 1785 AND JOINTS PER HEALTH DEPT. CODE. 3. TRENCHES SHALL BE SET LEVEL FOR ENTIRE LENGTH. j 4. PIPE FROM "D" BOX TO LEACHING GALLERY SHALL BE SOLID PVC = m FOR 2 FEr7. ~ IIIII . 1 a 5. PIPE FROM SEPTIC TANK TO DISTRIBUTION LINES SHALL BE 4" SOLID w 6" m PVC CONFORMING TO ASTMD-3034 AND SDR-35. 6. THERE ARE PRESENTLY NO KNOWN WATER WELLS WITHIN 75' OF THE ~ PROPOSED SEPTIC S'TSTEMS. R 7. DEPENDING ON l0T USE AND NUMBER OF EMPLOYEES AkD CUST0IAERS 10" P.V.C. WATER SUPPLIES MAY REWI~ APPROVAL FROM THE Cf DEPAR'T1AEM5 t, r ^,~~^X2OFPUBLICHEALTHANDUTILRYWNTR6L. '~~'~¢~~'~i'~ - ~2 8. THE USE OF AND DISCHARGE TO EACH LOT MALL HAVE TO 9E EVALWTED 12" MIN. , , m AT THE T111E OF DEVELOPMENT. APPR01/AL OF A LOT f'OR SUBSURF/~CEoSEWA~CE q$POSAL DOES NOT A1EAN AppR01//~L FOR /WY AND ALL USES. 10° PVC STRAINER ~ ~ 9. ALL L0T5 MAY REQUIRE ADD(T10PIAL TESTING AT THE 711AE THE SYSTEMS :1..! I pEp, CONCRETE BLOCK .fit... 10. ALL TATS D(CEPT 15 AND 19 YYILL REQUIRE ENGlNEF_Rm SEPTIC SYSTEMS. AS NEEDED 0 10r LCLA y: ,i. 1 U 'a~ . is i 4J `~ r I e y ~ ' 1 1 r,~~ z L I INSTALL FILTE PARKING; CALCULATIONS:z ~ ~EROSION CONTROL 8~ SEDIMEh~TATlOIV NARRATIiOE GRARE UNDER 10.000 SQUARE FOOT BUI!LDVNG 5.000 SQUARE FOOT BUILDING WAREHOUSE: 9,000 SF WAREHOUSE: 4,000 SF c~ r O1. PRIOR TO THE INSTALLATION OF ANY EROSION AhJD SEDIMENT CONTROL MEASURES, 1 SPACE / 1000 SF GROSS FLOOR ARC, 1 SPACE / 1000 SF GROSS FLOOR AREA or ~ THE OWNER AND CONTRACTOR SHALL MEET WITIH THE TOWN OF MONNILLE WETLANDS OFFICIAL. 9000 / 1000 = 9 SPACES 4000 / 1000 = 4 SPACES a ° o _ 2. FOR EACH PHASE THE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE . ' ~ A 3 ~INSTALLED PRIOR TO SITE DISTURBANCE. ADDITI~DNAL EROSION & SEDIMENT ~ - - - ~ - iCONTROLMEASURESSHALLBEINSTALLEDIFDETERMINEDTOBENECESSARYBY a \~j~%/ THE WE?LANDS OFFICIAL. t i ~ 3. THE CONTRACTOR SHALL CONTACT THE WETLANDS OFFICIAL FOR INSPECTION OF Y THE SEDIMENT AND EROSION CONTROL MEASURES FOR E4CH PHASE, PRIOR TO ~ ~ N ,SITE DISTURBANCE. CONSTRUCTION ON EACH PHi4SE SHALL NOT BEGIN UNTIL SUCH TIME AS THE WETLANDS OFFICIAL HAS REw/IEWED AND APPROVED THE ij INSTALLATION OF THE SEDIMENTATION AN'J EROSION CONTROL MEASURES. 4. CONTRACTOR TO INSPECT ALl EROSION RND SEDIMENT CONTROL MEASURES AT 7 LEAS? WEEKLY AND AFTER EVERY STORM EVENT AND REPAIR ANG MAINTAI~1 AS NECESSARY. * 5. STAKED HAY BALE SILT BARRIERS OR SILT FENCE SHALL BE INSTALLED AROUND A ANY TEMPORARY STOCKPILE AREAS. FILTER FAB~IC UIgDER C.B. GRAT 6. FILTER FABRIC SHALL BE INSTALLED UNDER THE GRATES OF ALL NEW CATCH BASINS - AT THE TIME OF INSTALLATION. NOT T SCALE 7. !F DEWATERING IS NECESSARY DURING ANY TIME OF CONSTRUCTION A CLEAR WATER DISCHARGE SHALL BE PROVIDED AS FOLLOWS: 1" X 1" X 4' e' " GRADE STAKEA. THE WATER SHALL BE PUMPED TO A DEWATERWG STRUCTURE WHICH SHALL BE LOCATED ON THE PLANS. SILT FENCE B. THE DEWATERING STRUCTURE SHALL CONSIST OF A 30 CY ROIL-OFF LINED FILTER CLOTH HAY BALE, 2 STAKEWITHFILTERFABRICUNDERA12" BED OF 3/4° STONE. 1 C. THE DEWATERING STRUCTURE SHALL BE SURF20UNDED BY SILT FENCE. FLOW REQUIRED EACH BA 8. TOPSOIL SHALL BE RE-APPLIED WHERE APPROPRIATE TO PROVIDE A MINIIAUM ' UNDISTURBED SOILDEPTHOFFOURINCHES. m ~ v 9. ALL DISTURBED AREAS SHALL BE SEEDED AND iMULCHED. ALL EROSION AND 4~ EMBED FILTER CLOTH 1~ 1• SEDIMENTATION CONTROL MEASURES SHALL REMAIN IN PLACE UNTIL VEGETATION 8" MIN. INTO GROUND IS RE-ESTABLISHED. ONCE STABILIZATION HAS BEEN ACHIEVED THE ENVIRONMENTAL ~ 10'PLANNER SHALL BE CONTACTED TO INSPECT CdNDITIONS PRIOR TO REMOVAL GRADE STOFEROSIONANDSEDIMENTATIONCONTROLMEASURES. 2 EACH 10. SEEDING SHOULD TAKE PLACE BETWEEN APRIL 1 AND JUNE 1 OR AUGUST 15 AND ~NP•) 1 OCTOBER t. ` ~ 11. UNFORESEEN PROBLEMS WHICN ARE ENCOUNTERED IN THE FIELD SHALL BE SOLVED ACCORDING TO CONNECTICUT GUIDELINES FOR SOIL EROSION AND SEDIMENT CONTROL. 12. THROUGHOUT CONSTRUCTION OF EACH PHASE, UJNTIL OUTLET STRUCTURES FOR THAT CONSTRUCT"ION N~TES~PHASE HAVE BEEN CONSTRUCTED AND STABILIZED, SILT SACS SHALL BE MAINTAIN 1INALLCATCHBASINS. 1, SILT FENCE FILTER CLOTH TO BE SECURELY FASTENED 13. NO EROSION AND SEDIMENT CONTROL DEVICES SHALL BE REMOVED UNTIL ALL GRADE STAKE WITH STAPLES, 6" ON CENTER. f'. 1__. i its-~.~. DISTURBED AREAS ARE STABILIZED AND REMOVAN~ IS APPROVED BY THE TOWN OF MONNILLE ENVIROMENTA~ PLANNER. 2. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN ONE AN0 THEY SHALL OVERLAP BY 6" AND BE FOLDED. 3. BALES SHALL BE PLACED IN A ROW WITH ENDS TIGHTLY Y r-ABUTTING THE ADJACENT BALES. PERMANENT VEGETATIVE COVER HAY-BALE/SILT FENCE e i TOPSOIL WILL BE REPLACED ONCE THE EXCAVATION HAS BEEN EROSION PROTECTION COMPLETED AND THE SLOPES ARE GRADED TO A SLOPE NO GREATER a , THAN 2.5 ?n ~ oan;nnc c~~oc oonTcrri~~i ~~u n~~ ~~iT S~rJo`~ NOT TO SCALE TOPSOIL WILL BE SPREAD AT A MINIMUM COMPACTED DEPTH OF 4 F fiNCHES. ONCE THE TOPS01~ HAS BEEN SPREAD, ALL STONES TWO vc , r fNCHES OR LARGER IN ANY DIMENSION WILL BE REMOVED AS WELL AS DEBRIS, APPLY AGRICULTURAL GROUND LIMESTONE AT THE RATE OF 1W0 TONS PER ACRE OR 100 LBS. PER 1000 S.F. APPLY 70-10-10 FILTER FABRIC WITH FERTILIZER OR EQUIVALENT AT A RATE OF 300 LBS. PER ACRE OR 7.5 WOVEN WIRE FENCE,E~BS. PER S. F. WORK LIMESTONE INTO THE SOIL TAD A DEPTH OF 4 INDUSTRIAL NETTING, YNCHES. INSPECT SEEDBED BEFORE SEEDING. IF TRAFFIC HAS 2~x2~x48~ OR SNOW FENCE FOR JnMPA(:TFn THE Sell RFTII 1 C:(IAA PA(:TFfI ARFAC APPI Y THE Wnnfl CTGKF~ ~r,.~,..r,r FOLLOWING GRASS SEED MlX: r ROADWAY ~ DRIVEWAY 1'S~1 CNL1 HIVo1"l0 ~ ~,1C ~ Yrt L r) 2' COMPACTED ~ i J 1DE SLOPES EXCAVATION) LBS./ACRE L}~j1000 S.F. SURFACE BITUMINOUS ~ NEW ENGLAND EROSION CONTP.OL/RESTORATION MI'X 35 0.80 LIP CONCRETE SHOULDER OR PAVEMENT 9" 3" \ W / r~ COMPACTED BACKFILL PAVED SURFACE R=2" ~ ~ ~ FILL IN PARKING AREA ' ~ ~ S REMAINDER OF DISTURBED AREAS LBS./ACRE LBS./1000 S.F. ~,f ~ ~ / KENTUCKY BLUEGRASS 20 0.45 FLOW I1' CREEPING RED FESCUE 20 0.45 PERENNIAL RYEGRASS ~1~p~ 6" ~ 45' i ( ~ i \ ~ L+ ~ ~ 7 THE RECOMMENDED SEEDING DATES ARE: ~ BASE & SUBBASE ~e 4' COMPACTED PROCESSED PROCESS GRAVEL BASE - APRIL t -JUNE 15 AND AUGUST 1 -SEPTEMBER 15 12" MIN. ~ ~ + '7 NATIVE SOIL FOLLOWING SEEDING, FIRM SEED BED WITH A ROLLER. MULCH WITH WEED GRAVEL BASE FREE STRAW. IF A PERMANENT VEGETATIVE STAND CANNOT BE ESTABLISHED f ~ 1 BY SEPTEMBER 30, APPLY A TEMPORARY COVER ON THE TOPSOIL SILT FENCE DETAIL 1-, NOT TO SCALE BITUMINOUS CONCRETE DRIVES BITUMINOUS CONCRETE LIP CURBING ~ NOT TO SCALE NOT TO SCALE , ~ i 1 I I r"' GENERAL EXCAVATION NOTES: INSTALL 4' LOAM, SEED & MULCH ~ 1. EACH SECTION OF THE PROPOSED EXCAVATION PU1N IS TO BEGIN WITH THE RpPD SNOW SHELF, SLOPES, 8~ ALL ~ ~ i INSTALLATION OF EROSION OF SEDIMENT CONTROL MEASURES, INCLUDING A PUB~Z~ DISTURBED AREAS o, SEDIMENTATION BASIN. s 6' BIT. CURB ~ ` 50' RIGHT-OF-WAY2. SEDIMENTATION BASINS SHALL BE PROPERLY GRADED AND STABILIZED `'~~J o Ml~YfM~PRIOR TO EXCAVATION. s ,y 3. RUNOFF FROM DISTURBED AREAS SHALL BE CONT&20LLED AND DIRECTED AS C`5"c~, TO THE SEDIMENTATION BASIN THRU A SERIES OF SWALES AND BERMS. 4' MINIMUM ^~~~EQUIRED? ~~l 4' 4' THIS WILL ENSURE THAT THE VELOCITY OF RUNOFF IS DECREASED AND THE q~~~':%-^ SNOW SHELF 30 SNOW SHELF POTENTIAL FOR EROSION IS MINIMIZED. 2' SIZE STONE r a.N~ 4. FOLLOWING COMPLETION OF EXCAVATION TEMPORARY STRUCTURES SHALL FILTER FABRICBEFILLEDANDGRADEDINACCORDANCEWITH 'THE EXCAVATION PLAN. L - - - _ z~i n! 5. DISTURBED AREAS SHALL BE SEEDED AND LANDSCAPED CONSTRUCTION ENTRANCE s i m ONCE - a - ~ - - - c~ 6. FINISH SLOPES NOT TO EXCEED 2:1 AT THE CONCLUSION OF THE OPERATION NT 7D SCALE EXCAVATED AREAS TO BE PLANTED IN ACCORDANCE WITH PERMANENT 4 VEGETATIVE COVER GUIDELINES. 12' MIN. ~ 4' PROCESSED 1 4" TOPSOIL 3' BIT. CANC. GRAVEL RASE - s e/u/o~ 1 1/2' SURFACE CURSE GRADE 'C' D.D.T. SPECS z a/zs/w ~ua~. c' UNDISTURBED UNDIS c ~ UNDISTURBED 1 1/2' BINDER COURSE 1 7/15/U4 q~Eq 12' GRAVEL SUBBASE n . GRADE 'A' CT. D.O.T. SPECS No. DateDETENTIONBASINMAINTENANCESCHEDULE. AREA A a 111111111/ 1. DURING SITE CONSTRUCTION AND WITHIN THE FIRSI~ YEAR AFTER CONSTRUCTION HAS BEEN `=`~Y"""~ `~~`=`=`a_`•~'F=-' THIS IS AN QFkIGiNAi ~~~,C~co~~,COMPLETED THE BASIN AND PIPING SHALL 8E INSPECTED WEEKLY AND ~ AFTER EVERY STORM EVENT GREATER THAN 0.5 INCH. ALL SEDIMENT SHALL BE REMOVED. ~ ~ o _ iuK RR6~wrz~~r~~~,~r ~RQP~SED TREAT CROSS- SE~TI~H _ ~ t 0 J 2. ONCE THE ENTIRE SITE HAS BEEN STABILIZED THE BASIN SHALL BE CLEANED OF ALL R. i~~SEDIMENT ANO THE VEGETATION MOWED TWICE A YEAR, IN LATE MAY AND OCTOBER. i ~ 4" CLEAN FILL LOAM 8~ SEED CROSS- SECTION D C LA NOT TO SCALE 1 r 1 :1 J i r f - r i f i iwmi~~i~~i~ui~~ i July 20, 2004 P_ erm nee Wea c f ~r a 1 ° Dr 0InlandWetlandsandWatercourseCommissionTosoilwi11bePlmn D310NorwichNewLondonTurnpikeasloanar~ P gUncasville, CT Ofi382 s read at a rr 1 4 ~ OP ~ ~ m Dstones2inchf agriculturaN gr~ Z ~ ~ Z feet. Apply 1 m Ze Re: Lombardi Business Park s.f, Work limaa 0 C ~ CUB - 3187 A I the follyPPY z ~ m To the Commission: Side Slo est ~ m D This letter presents an analysis of the proposed L,oirn~~b~ardii Business ark ro'ect withPP1 New En land E r 9regardt~a activities regulated by the Montville Inland WetlUaurnds and Watercourse Commission. Na wetlonds on this lot. soil will. be r~oloGed~nce the ~xcatintinn hn~hePn~nm~ter~ nnri Slnr~s arp a~nripr~ ~n - - - - O 17 ZItincludesalotbyNotlistingofactivities, and descrip~t:i~ar~ o~ haw each activit will beY IRema~nder ofaccomplished. b Kentucky Blues 1Creepingred The a licant ro oses to develo a +90 r r ~ Perennial ryegipppppacetactofFundLocatedonHartford-New London Turnpike {a.k.a. Connecticut Route 85 . The ro ~e~rf, is located west of Hartford-'NewPIPY The recommerLondonTurnpikeandeastofButlertownRoad. The dew~ellc~i invent that is current! resent an process earth i p YP h i Fo1low~ng seedtestoconsistsofahouseandcommercialbu~ld~n s cN~a~n Route $5. The remainder of99 ~ e crusher will more i the site is unim rove n vegetative starpdadhasacomb~nat~on of fores~tt a~nd~ ~apen field, A ravel dnve9 bisect t o si e l ~ topsoil. s h t , ead~ng from Route 85 westward to Buu~tlleirtow~n Rood. At the ex~st~n g entrance on the Route 85 side of the site, the soils h~aiw~e~ b~e~en altered. There is a level engrQl_ Excav~ parking area, a drainage ditch behind the commercial Ib~u'iN~diin~ Iu soil Iles, and debris. There9P is olso a topsoil stockpile in the field that occupies the ~~orth~-central onion of the site, P J 1. Each sect~oThisf~el~d was previously stepped of tapso~l as revealed b ~ s~a~l test~n for se tic suitabilit . ~ g P Y f cP~iim~nt rTherestofthesitehasseenlittledisturbanceandwars ~ ~arentl used as f rml n o' PIS' y a a d into , rthe190~Ds. 2. Sedimentati The applicant is proposing to subdivide the pro ert in't~c~ ni~met~een 19 li ht industrial lots. r r ~ _ ~ i ~ ~ P Y { ) g 3. Runoff fronInconjunctionwiththisproject, the applicant is proposiin tcu construct a +1670 foot town9 throu h a ser~ ` ca. road that will connect Hartford-New ~ gLondonTurnpiketofildu~tlertown Road. The property ~s decreased! andlocatedinalightindustrialzone. 4. Following c~ The property has s~gnficont areas of wetland and watercq~ru~rse„ The a licant is ro osin SPPPP9accordancewiactivitieswithinwetlandsregulatedbytheTownofMon~tv~illlbae 'Inland Wetlands and Wotercourses Commission. This activity is proposed far ww~aetal~a~nds, which have been sub'ect1 ~~s~urbed a I to previous alteration and are located on lot 1, lot 13i oar~d~ the se meet of road between9 lots 1 and 13. The proposed activity consists of cons~tiruioct:iirn a storm water myna ement9g 6. Finish slo FPpond {olso to be used for fire rotection , a onion a'fl t,lhe raadwa and installin culvertsPPY~ 9 be !anted inPtoallowflowintoandoutofthepond. The roadway ~uullll ~alls,o be in the u land reviewP zone of wetlands located on lot 13. Detention Bass I Stormwater from the proposed roadway, lot drives and atll~er sued surfaces of lots 1-4, P 1. Dunn siteg13, 14, and 15 will be treated in two proposed storm water ualit onds to be located onYP storm evernt. ~ lots 1 and 13 and will subsequently flow into the wetlcu~r~dl Iloa~c:ated on lots 13 and 19.2. Once the eThetwowaterqualitypondsaredesignedtotreatavolhumeofwaterresterthanthatgthevegetakgan -specified in CTDEP's Draft Stormwater Qualit Manual. Tlhe dbe~s'i n of cosh basin is discussedYg ~_. r+ in the fallowing paragraphs, Per the proposed development, the basin located north oa'N the ro osed road on lot 13 1. The a ~ii~ca ~ ,P P { ~ PP will be fed by a drainage area of 19.0 acres. Eight d~l8~.al;~ acres, or 42 ~ pf the building, dri~ve~ r _ Y _ _ I watershed, will be im ervious. The basin has a storo ~e ~.a n ~ f 1 2. U on cornpgpctyo6 ,590 cubic feet below p p '~ 3.i - - the outlet and 86,810 cubic feet to the spillway. Per N:he: siz:in method in CTDEP Droft . g -e.r Stormwater Quality Manual, the amount of story a re ~uiire~ud ~s 29,519 cubic feet. The and 3. A construct9qP will hold slightly more than twice the amount recommen~de,dl b CTDEP. CTDEP's sizin entrance ko e~ 9 criteria 'is based on treating the first inch of roinfalN; ff,this s~tarm water and is desi ned to 4. The lot willP9 hold the first 2 inches before any water leaves via the a~uutNet, The stormwater treatment disposed of o~ ' for this watershed also includes catch basins with sump ~s, and overland flow for 5. The site wiIP y ~ ' ' '- 1.~ 1 approximately 50 feet from the outlet of the basin to tlh~e~wetland. fi. Surface sals ~ plans. k Stormwater from the remaining lots does not drain to tNh~e~ I'Loaike Konomoc watershed or have 7. The fau~nda any immediate discharge to wetlands. Stormwater from fllh~e~se Tots will sheet flow to 0 on-site for la rassed Swale ar the drains a structures in Butlertown Rau id, 8. The cam~mE99n 9. Final gradir III The stormwater generated by the site will all be thorouui hdlg ~ treated before leavin the site. 10. All disturb '91 9 , i - st A~ II tThestormwatertreatmentsystemwithintheLakeKonam~p~c Watershed has been s ecificall 11. When a!I ~ P Y designed to provide a higher level of treatment than ty~lpu~c~allll re wired b CTDEP. This will removed. :.SiYqY protect the quality of water entering the lake. The applicant is proposing to develop the ro ert as slh~a~~^~n on laps entitled "LombardiPPYP r Business Park Mantvill n ~ This section t~ e. CO necticut. Lambard~ Inside /~ru~ III, ~~te Sheets Cl A Fnn~neers_ i - - _..3..,.,,,,,., inc. Civil-Structural-Surve in 7 _ Montville Inlantyg31MainStreetNorwich„ ~Canne~cticut (860) 886 1966 Fax tville Inland Wetlands Commission's 50-foot u land review zone on a lot-b -lot basis. .5. Prior to any construction, the applicant will contact the Montville Wetlands EPYJVetlandsEnforcement IIII (860) 886-9165 It is antici ated that the develo me~n~t oaf this ro ert will have directPPP P Y ~ Officer and Zoning Enforcement Officer to inspect the erosion and sedimentatic Lot 1 n Primpactsonwetlands, but due to the nature of the we,tll~iir~~ds„ sand the replacement of measures. No construction will r ~ n !Pr Rod p oceed until the Montville Wetlands Enforcemei A On lot 1, wetlwetlandfunction, the protect will not r.,sult ~n a loss of t;lhe wetland value or function. will replace th lot 1 wetland im acts include the construction of rm Zoning Enforcement Officers have approved the erosion and sedimentation contpastqwatermanagementpondthat re lace the existin wetland and inlet and outlet s~tr ~ r ~4. The applicant will clear the area for the stormwater pond and roadwa . p g uctu es associated with the roadway Y drainage ~syskeGeneraProc~dur~ na e s skem. This will result indirect im acts to X989 s ware f 5. Any vegetative material from the site will be ground ~n place or properly di: g Y p q eet of inland wetland and watercourwatercourse as well as work within the 50-foot a land revi w n . offsite. p e zo a The purpose of the wetland impacThefollowinggeneralproceduresareincludedonthep~ira~leect plans and will be followed ko and im .act is to construct a stormwater treatment s h t 6. A construction entrance will be maintained at the access point to Route $5pystemtawillprovideahighlevel of cleansing ~ prevent sed~mentat~on and erosion and protect ons~te and offsite natural resources. vegetated with ; leansim before off-site release and to r vi e f'r 7. Surface soil will be removed and stockpiled as indicated on the tans. ~ pod a i e aond. The site will also be P compensate fcErosionControl & Sedimentation Narratwe - 1. Prior to the installation of any erasion and sediment ~c~anit:rol measures, the owner and There area nocontractorshaltmeetwiththeTownofMontvillewetlands ~a~>fficial. 2. For each phase the erosion and sediment control ir~eoas~ures shall be installed rior t~oP Lot 3sitedisturbance. Additional erosion and sediment cont:r~col ~rmero~sures shall be installed if -There area nadetermirnedtobenecessarybythewetlandsofficial. 3. The contractor shall contact the wetlands official far lii~n~s ection of the sediment andP r ~J`i7 a r - , I I. T i ~ ~ erosion control measures for each phase, prior to site ~du,~~t.~urb~ance. Construction on each There are no l.f - _ ~ i' ~ phase shall not begin until such time as the wetlands o~f~l'ilicial has reviewed and approved the installation of the sedimentation and erosion contra~ll mm~e+asures. 4. Contractor to inspect all erosion and sediment control rn~~easures at least weekly and ~n Na wetlands aaftereverystormeventandrepairandmaintainasne~c~e~s~sary. 5. Staked hay bole sift barriers or silt fence shall be liirn~st:cllled around an tem orayP ry stockpile areas. m No wetlands o ~ 6. Filter fabric shall be installed under the grates of ell' new notch basins at the time of installation.Lot 77. If dewotering is necessary during any time of const,r~uctior~ a clear water dischar a shallg There are no ibeprovidedasfollows: A. The water shall be pumped ka oo~ dewaterin structure which shall9 . 7-- - -be located on the plans. B. The dewotering structure sh~mlll ca~nsist of a 30 c.y. roll-off M (fit _8linedwikhfilterfabricundera12bedof3/4 stone. C. The dewaterin structure shall be ~ g There are no ~ surrounded by silt fence. 8. To soil shall be re-a lied where a ro riate to raiviidie a minimum de th of fourPPPPPPPP inches. There are no9. All disturbed areas shalt be seeded and mulched. w~,llll erasion and sedimentation control measures shall remain in place anti! vegetation is re-es~t,cdb,llush~ed. Once stabilization has Lot 10rbeenachievedtheenvironmentalplannershallbecontac;te~d ta inspect conditions prior to ,i~.- i i There are no ~ removal of erosion and sedimentation control measures„ 1a~ 0. Seeding should take place between April 1 and June 111 ~aor August 15 and October 1. Lot i 111. Unforeseen problems which are encountered in the M'iellld' slhnll be solved accordin tog There are nar~ Connecticut Guidelines for Soil Erosion and Sediment Gn~n1,n~~o~ll,. n ~ 12. Throughout construction of each phase, until outle~# ~t~ructures for that phase have Lot 12 c~ been constructed and stabilized, silt sacs shall be maintcaiiimed in all catch basins. iThereare; no ~ 13. No erosion and sediment control devices shat! be remno~red until all disturbed areas are stabilized and removal is a roved b the Town of Mor~~t~rulllle Environmental Planner. PP y t l ~ w a On lot 13, n review zone. c ~ tconstructed v~ c ~ review zone is ~ f J lined wikh filte i _ ~ a this phase or a s- 0 Q m 0 fu._ ll~t - - a~ r~ _ i f 0 0 i lti c~ ~ ~ c~ i' liil i_ m 1 1~ i~ - i - . _ I _ ~ i~ r - - Gi .~ L~ r it a t i i v r Q0 J i i ~ ~ ~ I ° , ~ n o f ~ ~ f ~ ~I I :~o ~ z ~ z s~ ~ zr vol_u~~ ~o~,, PACE 40~ ~ .m mAtryr- .a,!J.~L1~ .LQL - _ _ L___~_a~r ~ s Q r ,3 N ' D D-G" ENDWALL C.B. #16 -TYPE "C" L ~ { - - - STA. 8+55 LT. STA. 0+70 LT. PROVIDE GRASS TF=232.0 TF=233.5 SWALE (TYP.) INV.IN=230.5 INV.IN=231.2 VDUS, (SEE DEiAiL) INV.OUT=230.2 INV.OUT=237.2 u r PAINT ED 1S~AND 1 4 e-.~ R-100 1 r18 211b.9~ ~ ~ ~ r I R-7 . _ f~~' - ~ - , sus L 3"'~ ~ s fi 1 , 'ate •As?~~u` qq , y^ r¢ ,"~~q` 4. rv-A~ h,.M6~ ~ I 3,~~ ~ - ~ I w~ _ ~rr w ' ~ r ' r i2.6& , Y,-.~e' t~ ~ ~ x ~O~Lrt I T L1Nt f; - J' ra r ~ - ~ ~ ~l.! 4-v' x$'t~~ac. oO ° t . , R=6~~ B SNE 1 R=30 To i C' LATCHEXISTING ti i EDG FPAE0 VEMENT ~ f213.47 P~~7, i x r 6 f L r~- I 1 i~ Y134.03' VC 240 VI sTA = ~ ~3F~.4~ PVI sTa = 3+~;23U • ~ , ~ v.c. v ~ Y7LLL.Y - LJlL.Y - LJV.V.J e"- ~A.D. - 3.06 c~ A.D. c ~o -4.7. ~ + Nr -K3~.~0 N K = 25.00 N .236107.7 , . w ~ U U ~ r Im m 234 V Z O aO 232 o D o ~ ri 230 r N h ~O 228 ~ rn O + N + N _-; n~~O ~ N ,~~~`r ~ u r a• aLJN U ~ W 226 ~ > U ~ > (T] } 3 m W U 224 ° 1° a a6 1 c ~a 222 ~ U I , r-- r.. ~c 220 a ~ ~a / - I 21 B , a m n ~ r 216 t o % N .I Iim214 , a~ ~ . - - s cn 212 i r ~ r - ~210 i I. n~t~ e _ 208 ,c ~ i_t~ h Ih E~ O O ~ t OC m N N e-^ ~ ~ tV 'Ct IN hNNNN N N N ~N N N NNO ~ , r0+001+002+00 3+ 00 r~ 0 o r _ 6 ti~ u P=V~J r~ t - , y. 1' i~ f~'k 1 i l at 1 V v z I 0 0r a ~ ~ o m ~ ~ ~ r ~ D c ° !nz ' fi Zz o n e m ~ ~ D m r_ T REMOVE EXISTING BITUMINOUSBITUMINOUS ° PAVEMENT 12" FROM THE EXl EDGE. EIkIS11NG BASE MATERI~ i,a.,,, TO REMAIN AND COMPACTED o OPTIMUM DENSITY OVERLAY ENTIRE ROAD WIDTH) C~,ASS 2 ~ )i EXISTING PAVEMENT 2" WIDTH UNKNOWNv=i Z I LOT 6 NEW' PAVEI~IENt - 3" BIT. CONC. ~ 1 1/2 SURFACE COURSC CLASS 2c.e. # i s - nPE ~ ~ ~ ~ `r ~ 1 1 2" BINDER COURSE CLA 1 1. SAwCU1 . / ( SS . , i y~~~~vrr u~ ~ ~ ~a •~L~~ ~-i 1 STA. 0+70 RT. / ~ TF=233.5 orZ EXI TISN INp:8U~231.4 ~ PERPEP ~u ,`L 04 - 2. REMO~Jf W ~ APP YPROPOSEDBASE ~ E?fISiING E W EDGE ~ \ COURSE & w ~ BASE w PROPO' SUBBASE COURSE ~ zQ Z ~ F a. ~ / - to . , ~ i - _J ~ 2 SNET POLE #4006 TO BE RELOCATED F• i 8FZ ,iSNETPOLE #4007 - - - --r TO BE RELOCATED MATCH EXISTING r EDGE OF PAVEMENT END 1' OVERLAY ~ ~ i r ico ~ - , JN N ~ N ~ N 233.2X1 ...N ~ \ 9£Z S i 1 v I M12340l~ ~ ~ ~~~2' ~ ~ ~ I v" ~ ..(fir xO ~ _ _ oc2 .. fir iF- N I,. ~ ~ ter--- 'EXTEND IXISIING ~ a~~• ~ 4PAVE~AENT (1YP.) ~ ~ JI - - - T~-SEE DETNL) ~ ~ v l~~r rr I i, t PLAN BUTLERTOWN ROAD SCALE: 1 "= 40'1a Lri~` j i I 1' OVERLAY 7D ~ APPLIED FROM STATION5+04 TO THE PROPERLY UNE BETWEEN LOT 6 do 7, IlS ShIOMM Old THE PUW. t r ~ i i GRASS LINED DRAINAGE SWALE ~ 2' ERE SHOWN MAINTAIN EXISTING ~ ~ z26' " ON THE PLAN EDGE OF ROAD (TYP.} o ~ r 4 -6 6 „ (DEPTH VARIES 0 1 m n o 3 -1 STEEL GRATEa/e•~~•- o•RA~'E 3 1 • ~ ~y. / 34 / ~ ~ - 1 ~ ~i'-o" 3 --0 + - 1 /8 MIN. " / -0 MATCH EXISTING ° G] ~ zPROPOSED .-.RFet~iNC ~ep~ r ~ 1 ~ . Z C r.. EXISTING INSTALL 4" LOAM, SEED & MULCH D PAVEMENT ON ALL DISTURBED AREAS ~ m ~ a GR m3'-0" 2~- 9" p r SEE CROSS SECTION FOR MATCHING EXISTING AND o PROPOSED PAVEMENT FOR ROAD WIDTH EXTENSION DETAIL ~ z a 3 L CROSS- sE- rion~i~ SCALE N C O U I~ On C 3 r.__ 1 0 1~ L d ci "TL ~ CC~~ li 7 ~.~-~~ner ~ ~.oo~ a~~' ~ , 5 3 ~ m 1 ~ ~~o~ ~ c~~ I ~s~ I Ur i~ ~NS~OpE 3 u' 1' a m ro c 4 _6. T w ~ ,1~ -MAP REFERENCE: -1. SUBDIVISION PREPARED FOR HORACE LINDO & ANTONIO IACONIELLO,ti RTE. 161 & BUTL.ERTOWN RD., MONNILLE. CONNECTICUT, SCALE: 1"= 100', ~ 3-13-96, REVISED6-7-56, BY ROB HELLS'fROM LAND SURVEYWG, i-44 DOU~BLEDAY RD., COLUMBin, CT 06237.a - - - - - Y Y~~IP~'~'iRAt~1~13 FRQDUGE~ i ~ C J .1 t 7 O p O 1 M CLA 1 i J sr.-~ tL~~ JJ 1 - 1 I ~ ' 1 9 ~ y - { V Y'- y~ ~ ~ y r ti Y _ ~ LOT 1 ~ ~ i ~ LOT 13 s~ ~ ~ A ~ , ~~9-----{ ~ D ~ s~ S ~~apG 0o u L.• ~ ~ ~ ~ " ~ P" / ~ t~ '~2 0 ~ '~Y, S• v'~ ;ilk ~ ,:.r" a ~ ~'.o \9 `S ~ z 01 ~ ~ Z s ~ ~ ~ ~ , s a ~ „ - o LO1NG ~uiLn PROPOSER ~ : ~ w ~ / 1NG . ~ . - I - FIRE Papa ~ ~ ' ~ ~ - w.~ ~ ~ . f ~ r s~1 ~ d ' ` ~ ~ ~ ~ o j I REPLACE ENLISTING CE - ~ s _ ~ n n 7rWITHTYPEC ~ > ~ , f N/F TE=207,2 ~ ~ ~ 8RUN4 I/IY~tS VOLUi~E 266, PAGE 770 ~ INV.MN=203.77 , ~ INV.OUT=203.77 - ~ 1 - - o i ' HOUSE Ma1fCH EXISTING ~ m I , ~ ~ N/f EDGE OF PAVEMENT E i . ; ~ i - ` , ~ - ~ SCOTT WARDELL VOLUME 277 PAGE 46 ~ ~ , y ~ k:,, 1f` - ~ l , rti_ ~'r~ - ~ ~ , ~ k~, 640 , _ ~ - A 600 , / l r ~ ~ ~ l _ ~ ~ _ _ v PROPERTY UNE ~ .. a,. . ~ ~ ~ ~ - t_ cs~ or~'o k. MATCH EXISTING ~ - ~ ~ i . r ~ k' C T _ N ERl.IP~tEE ~ r. . t V~•.~v.~ w "Y' M : 4. R=3000' M~r i - rr~ ~ i ~ ROUTE 85 ~ nR _ I CONNECTICUTNOONTUI~I~PII~E , , NEVI La N N O -y N 1 i 1 1 . , EXiST1NG ~ ~ - CENTERLINE ~ . t . r ` - ~ PROPOSED ,j ~ ~ ~ - . ~ 1 CENTERLINE ~ `i- ~ ~ ~ ~ ~ 100 75 75 425 i 490 250' _ _ _ 480 I' IsJ r:~ I k l SCALE: 1 "=40' i- i s o r~r-~LQT 19 '~~'il[ 1 ~r~l _r~: a~ l i J . HOUS AFTER FINAL PAVEMENT JOINTS SHALL BE SEALED 3° BITUMINOUS CONCRETE CLASS 1LASS1 ii l WITH 85/100 ASPHALT OR 2 COURSES APPROVED EQUAL r SAWCUT PAVEMENT izz 0 0i335W _ r 0 r~ - m ~ i ~ " UNDISTURBED UNDISTURBED ~ ~ m ~ A I] EXIST. PAVEMENT EXIST. PAVEMENT 'T m b Z ~ c~ t _ ~ - - _W W CONCRET EXISTING 1 3 R=3000' 8,5 BASE 6- UTEROUTTICNEC - 'l~1 CON r~~• 8 0 o O q, iIKE ~ . NPTURN fND4z _ ~oN ,:;a0 ~ . , JN - , ALL VERTICAL EDGES OF ~ Ibv~p 8~ S 6" BITUMINOUS CON REMAINING PAVEMENT SHALL 3 COURSES OR MA ITCH EXISTING PAINTED WITH A LIGHT COAT 18 m ~ r MATChf EXI 1S U N CENTERLINE _NTERLINE OF ASPHALT EMULSION 10" PROCESSED G PERM~~IIEFJT PAVEMENTN N E ill S~T~4TE ROAD ~ y O M1NC~T TO SCALE Q H l!1 C~ N N I SCALE: 1 =40 m MT 6 r Vr 1 8 27 0# Sh No. Datero ffi~ ~ r 1 I,~ AID . } Q ~ ~ I~# PR~~~1~~0r~ ~Ram ~ ~ ~ ~ ~ouc~~ rO J ~ , ico . , ~~ fc~ 0 0 c~ i c~ t- L f 4~ Y ' ~ r i i x - i ~ z C~ ~ ° ~ R ~ o a ~ Ao Il ~ s, - m . ~ 1 ~ 17 ~ m C1J i ~ M Via. _ r ~ 1~ ~ i i z. Y^".. 4~ ~ . . , i. Aq q . WF r '~r1~r rr~r ~e W I ~7 ~'~...~6p ~ r ,. L~ c ~ , WFAfI A2T . ~ , w ~ -F ' F~). E~l~ 28 ~ w -F~: wF~ l f2 I `B 1 ~ YI!c - -WFi~I~ \ ~1`3~ i ~' F 1 WF~,, ~ ~s ` ~ WF aFri, wF,~, wF~l, wF l ~ ~r.3 ~ 2 `t , g Wf i 1 ~ wfi~l w w 1~1.~., F~rl\ F~rl\ WF s . y rr 2 WF , , - wFa~r. 1 F~r 3~ wF F~, wF ~1. Q~' `Jg`40 41 EWE' ~ f ~ ~1.,~ lTQTARA~, ~'A. x.97 AC, o~ wF r''' UPLAND A(~~~4. 1.89 AC. ~1~ WFa~7 ~ - . w . \ wlitF~1 WF ! wF FlP1 F wF~1. Wfi WF~rj0" X1.4 ~8 ~`I,$~ 58awFT. W ~ F~r4g Fi~).$WFi~I S~ k'= _ - -WF~y `53 r1.~~ TOTAL. AI~F.A: 9.4.2 AC. - s.'~ UPLAMa AREA; 3,~ AC. mTu L EVf UPLAN T Npr qRE4 t w ' ,,1 a b F~8`~ ~ Wf ~8 _ - _ . t 4 ` _ W,~ ~R . s., i ~vF;~'S r~ wF w~ ~ ~ ~ WF~"fl ~` 8 ~`B~ ~ WF~y~ Wp ~ ~ 1,~5c1 ~ ~ - 4 wF wF ~`~1.;~,~,., wF~~ w ? ~1., `J8~1., WF~`r.X8''9 ~p wF w `8 WF Fill. W <o , a,~~7'F' ~ r ~8, F~r~ 11 Fir` r l q dp ~ `l g t4 '~+iF1"~` wF w 'w~~ ~ 1. ~ FqF#,y wf . w~ s to - FB,,S k~F >f`7 ~` 8. ~ 'J Fir. 2sw E~P ~ O WF g2 ' WF fir' - wF \ , F~r~~ WF~r ;_ x WFA'~.. 3 ~ wF~ ~ 3 r Mfr, F ~ ~ ` ~ ,y~,,F WF ?p WF~,~ ~6., WF~~ , ~ 1191 _ ,WF ~ ~6.. ~fOTAL Af~E~A. 6.85 AC. s. ~ wF I ~ wF k' 6 Fri ~ ` aF ,~T, ti~~' ~ + r.. ~.1., • F ~ ~wW ~`1 WF WF r T..s. lJP'I.ANp AREA. 4.61 AC. , ~1, t 1 ~ ' WFd'r., ~`r. rQ ~ TQTi ~r, r rs ~`y , r. ~ I"""~ wfi WF _ ~r~~ "'F~ s ~3 UP~rAI ~ TOTAL AREA: 3,07 Ae: ~ ~ f ' y jWF , UPLAND AREA. 2. AC. ~ 5. WF ~`sf ~ EbF ~ ~ ~s ~ /F~S. WF~`S ~ #S `Z X24 W ~ ~S. p ~2 S ~' F 1 9 ~ r ~ ` `?4 WF~ f ~ r 5, ~_ a ~ I ~ ~ i ~ - _ 3 ~ F#; F ~ - ~ . 'sue it wF~'s. 4 WF l ~ s, ~s WF ~ ~'*y. Fps. ET ~ S. y r ~ • . - W ..13g ~ Rrhh' . F~`4. r ~ ~ ~ 1 1 2 W 6 WF~4~ ~"~F~d r S~. i ~`S 4`3 F~rg , J8 r WF WF ~ t X31 WFw - ~s. r ~s,. WF ~4.~M 3 ¢ ' ass. TOTAL AREA: 1 ~a 1 1 ~ -34 - ~ - ~ SAC-- . ~F~ ~ ~ ~ ~ ~ WF~~ 1 i` w,fi U?LAND AREA, ~1 ~T6 AC. , ~a~ 1 ~ • ~ , , ~ ~ ~`S~~ wF .~,FS ~ ~4. „r "~4. k'WF ~ ~'s. ~ i ~ ~ WF c ~ 1 • wF 30 > ~VF F~4.. 4,4 ~S. 5. ~ ~4. s' k'F~r4 ~4~6 S r. 14 W.F FE`S, • / ~ ' i .JY9WF~'S~, / ~ / WF 28 ~.F i o ~ 3 ~ WF / , WF #S,,~ , WF~S WF~s wFiA. n F~/4~, WF : WF ' _ , J WF 2~'I3 .v • i , 1ro a~ > YS O F~ ~4 ~ 1 ,~r~v, Lit ~1 a I ~J;~F 2J 'g , , 22 _ WF WF I c~ w ~ qRNVOLUME3,~~', PAGE 83? I - ,9 ~ t1 ~ WF~3~ ' • 4 ~ ~ /,. r ,,r WF~2. ~~2. ~ ~ ~ WF ~~a. T' r i WF ~4. j 1 ~ M'F2.3 wF P ~<,,B I r WF~`2.. ~ r. ~1., r~ ' f q r ~ wf~2 ' ~ o - , 3i I ~ 4 _ ~ t- L 20r ~ ^,.1..., ~A Y'~Mr 2 L ~ ~ i K0~lOMIOC IMA~EI 1, ~ '~ERS~D i a z7 a4G ! il'~ r~ L~_ i „ i~ ro } ~ No. Date ~ t' ,,n, / ti ~ a"~ ~ ' Ili -~r of ~ ~tirl ~!1 11 ~ H I M F : ~ ,s~ 1~' i ni ~ ~ ~ Ii~~ i. ~~~Nd ~y •',~`~ OL~~fE 266, PAGE 7lU ~ ~ J . ~ 1 . ;gip ~ m l V ~1p~~~~C~ ~~E~~~ !Ny'. 7u•r.Ofl ~ l~ a y} y RJs3 " l _ ~ ~ , I~1~-.-25.9,9 ti + " ~ , r~ ~ ~ y r ~ i iCO ~ r`' ~ r 3 5~ O ~ Fr, Tf =20 r'.2B O T a 2Q . ~ ~ ~~iArrrlr~~tr C~ ,~~ i ; w .4 ~ 1 . 1Rr '.~, r. J V ti w V - ~ ~ ` ~ M rw ~(l.lr~.,1 ~1~ L 1 1 b'- -