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HomeMy WebLinkAbout1985-11-12 Environmental Impact Statement Definitive Subdivision � r _ ENVIRONMENTAL IMPACT STATEMENT FOR OAKWOOD 'd BY THOMAS E . NEVE, ASSOCIATES f• TOWN OF NORTH AN©OVER, MASSACHUSETI'S OFFICZ OF CONSERVATION COMMISSION i ��E)f7T�i q TELEPHONE 683-7105 ssncitus� August 29, 1986 Karen Nelson, Town Planner Planning Board Town Hall North Andover, MA Re: Lot #9 -- Oakwood Estates Dear Ms. Nelson: In reference to your Order of Conditions, dated January 29, 1986 Condition Ill requires a Determination be filed with the NACC. During out NACC Meeting of August 27, 1986 Thomas Neve presented plans and drainage calculations concerning the low area on Lot 9. These plans and calculations have been reviewed by the Commission and it was decided by a majority vote that a Request for Determination is no longer necessary for Lot #9 Oakwood Estates. Sincerely, Tracy A. Peter Conservation Administrator cc: Thomas E. Neve Associates Jennifer Realty Trust TAP/mlb THCtiN5 E. NEVE ASSOCIATES, INC. DATE del /�v P�OJEGT: OAKWCGD SUBDWI5ION $HEFT -..,/,� 4r _L ENTER 5U&CATCHMENT # 6 AREA 1.37 ACRES CN 68 Tc 7 f1IN VOLUME UNDER THE HYPROGRAPH = .14 ACRE-FT, PM ft 2.6 1QF5 HYDRDGRAPH FOR SUDGATCHMENT ----------------- - - CUBIC FEET PER SECOND fEhk ' ---- -RAINFALL rt+t++«+r. t�tttt+trt{r -6REH 1.37 58 Tc •HOUR i0.[ ! 0.0 10.4 11 .2 •* , 1 . 14 .4 J1.6 +«++er++. .3 11 .$ ++err•+++klFtw }sxs+fEY+rage#x�l +M�+f+j1�1�1e1r� t+r+ ir+r+Fr+►«R�r+ ��rrr►+t L. 11.0 *teal fas****It& 12.f +rrrrrx+rrrr ' iZ:4 +r�rrrr+rr ,# } .3 12.6 r+«rr a 13.E «rr+• ,� 13.2 13.4 •. ,1 13.6 +► . ,I 14.0 14.2 «�► ,1 14.4 14.6 15.0 r+ 1 ��g�, 4F MA` S 15.4 16.6 •+� 1 �� J5.8 •* , 1 33�0r1,� 16.2FFSSION{14 1A.4 16.6 •+ ,j 16.8 •� ,1 17.0 17.2 17.4 17.6 .17. 18.0 18.2 18.4 « .0 16.6 15.0 • 0.0 15.2 6.0 16.4 id.0 15.E « io,6 TOWN OF NORTH ANOOVER, MA55ACHUSt�TTS -OFFICE OF CONSERVATION COMMISSION f pORTH -4 3=Oaitzea 6 0 TELEPHONE 683-7105 CH IS TO : Planning Board FROM; Tracy A . Peter, Conservation Assistant RE , Oakwood Subdivision DATE; December 18, 1985 During a brief site visit made to the above named site, on December 17, .1985, I found an isolated wttland located on Lot# 9. Due to this finding the NACC requests that the Planning Board require the developer to file for a request for Determination on the entire subdivision. 1/ D (1��' r i THOMIAS El EVE ASSQ' IATE , ING. t November 11, 1985 Planning Board Town Hall Forth Andover, MA RE: Oakwood Subdivision, Jennifer Circle, Definitive Plan Please find attached the following information pertaining to the above referenced subdivision: A. 12 Sets of Definitive Subdivision Plans B. A properly executed Form "C" and a Designers Certificate (Form "D") . C. Seepage Test Data D. Drainage Analysis, Soil Types E. Environmental Impact Statement F. Construction SchedulO G. Submittal Fee of $1500.00 H. Sedimentation and Erosion Control Plan The Applicant requests a waiver from your Rules and Regulations, particularly Section IV, A.4(a) . The cul-de-sac will be 1050 feet in length. Provisions for future extension have been provided to the northerly most part of the land to a point where a logical extension from this parcel exists. Please accept this application for Definitive Subdivision Approval . Please schedule a public hearing on this matter at your earliest convenience. Thank you for your cooperation in this matter. Very truly yours, THOMAS EVE ASSOCIATES, INC. Thomas E. Neve, P.E. , R.L.S. President cc: Flintlock Realty Trust Atty. Andrew Caffrey Jr. ENGINEERS 447 OLD BOSTON ROAD LAND SURVEYORS TOPSFIELD, MA 01983 LAND USE PLANNERS (617) 887-8586 STATEMENT OF ENVIRONMENTAL IMPACT Please refer to Sheet 3 of 5 which shows the entire subdivision perimeter. A. Plan Information ' 1 . Present and proposed topography are shown at a two foot contour interval . A graphic drainage analysis is shown on Sheets H-1 and H-2 attached to the Drainage Analysis Report. 2. The site is completely wooded with little underbrush. The surface of the ground is rolling, occasionally interrupted with surface outcropping of large boulders. There are no outstanding tree groupings, botanical features or important wildlife habitat areas which should not be disturbed by construction. 3. Primarily all the lots have been pert tested and water tables were established during the "official" periods and duly witnessed by Michael Graf, Health Agent. (Please see attached. ) 4. Soil types and location of all test pits are more particularly shown on Sheet H-1 and H-2. B. Physical Environment The general characteristic of the site is rural . Primarily all the abutting land is undeveloped. Fern Street and Farnham Street are private ways which were abandoned through no maintenance by the Town. They physically exist as horse trails 8-10 feet wide with irregular, rocky surfaces not able to be driven upon by conventional automobile. These ways are currently being used by the Andover Riding Academy as trails. We will not disturb this activity and plan no construction in these ways. C. Surface, Water and Soils 1 . There are no wetlands on the site. The drainage characteristics and runoff flow patterns are shown on Sheets H-1 and H-2 and described in the Drainage Report. A large wetland does exist east of Farnham Street directly opposite our Design Point and west of Fern Street, opposite our other Design Point. These wetlands are the receiving bodies of most of the runoff generated from this site. 2. During construction, the Developer will install rows of continuous hay bales in the locations as shown on the drawings to control sediment- ation. We do not anticipate sedimentation and erosion to be a problem during construction, however, both detention ponds will also serve as sedimentation basins. STATEMENT OF ENVIRONMENTAL, IMPACT Page 2 3. Both detention ponds have been designed .to detain a 25 year storm event. Each will serve as permanent sedimentation basins. They will not require regular maintenance since we do not anticipate the post development sedimentation to be of significant volume. After several years, these basins may require surface cleaning. Proposed grading is shown to construct the road and appurtenances. Approximately 50% of the lots will be altered to construct the homes and drives. No large cuts or fills are required to develop this site. 4. Sewage Disposal shall be provided by conventional subsurface means. Each dwelling shall have its own septic system. Each system shall be designed in strict accordance with the State Environmental Code (Title V) and the local Board of Health Regulations. No system will have an impact on any surface water, soils, or vegetation existing on the site. D. Subsurface Conditions The soils on the site are considered moderately well drained. The ground is comprised:of large boulders and sandy soils. We do not anticipate that the soils will pose limitations on the site. An occasional out- cropping or large boulder may cause blasting to be done. Groundwater will not pose a limitation during construction. Acceptable percolation tests wer not too difficult to find. 60% of all tests performed were moderately rapid and acceptable to this office. Certain sites were tested and were found to be unacceptable and will not be used. We are confident that a suitable location will be found on all lots. Since all sewage disposal systems will be designed in strict accordance with the Health Regulations, they will have a slight impact on the quality of subsurface water. E. Town Services Jennifer Circle will be a cul-de-sac, 1050 feet in length and will exit and egress onto Ash Street. Ash Street to the east becomes Campbell Road, a secondary road with sufficient traffic capacity. To the west, Ash Street blends into Berry Street which immediately intersects with Salem Turnpike (Route 114) . We propose 10 additional lots which will generate 120 vehicle trips per day. This increase in traffic volume will pose no significant .impact on the surrounding roadway network. We anticipate 80% of the traffic volume to flow to and from Route 114. This subdivision is readily accessible from major roads so that it can be policed effectively. The subdivision is on the outskirts of Town. The frequency of service may need to be increased in this area once the development is constructed. STATEMENT OF ENVIRONMENTAL IMPACT Page 3 The subdivision will be serviced by Town water, and a new 8 inch water main. A new 12 inch diameter water main has been just recently in- stalled in Ash Street. This system will provide adequate fire protect- ion and sufficient potable water. The new road will increase the workload on the Department of Public Works. 1050 feet of new road together with appurtenances will have to be serviced by the D.P.W. We see no unusual service problems with the subdivision as designed. The subdivision will have 10 new dwellings which may product a maximum of 20 children which will be distributed throughout the school system. We are unaware of any existing or future capacity problems the school system is experiencing. GENERAL IMPACT We feel this subdivision has been intelligently designed. Provisions for future extension to the north have been made to Jennifer Circle between lots #6 and V. The area is very rural with little subdivision activity. This subdivision will be nestled between undeveloped land and will pose little impact on abutting lands. The land contains no wetlands. The development has been designed to have no increase in the peak rate of runoff leaving the site. The soils are suitable for sanitary sewage disposal. The dwell- ings will be served by Town Water. This site is a prime candidate for residential development. i CONSTRUCTION SCHEDULE The developer anticipates the subdivision to be constructed within 24 months. Month 1. Clear and grub roadway, rough grade. Month 2-7. Install all utilities, bring road up to subgrade. Month 8-9. Gravel roadway and install binder coat, rough grade and install sideslopes. Month 2-24. Clear lots, construct dwellings. 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NEVI ASSGLIATEG, 1NQ, QATN YKUJEC T c OAKWOOD SUBDIVISION SHEET _; O _-- HYDROGRAPH FOR sWATCHMENT iP� �'- 17EV ELOPM ENT CUBIC FEET PIR S6 ONO PEAK - 50 RAiWFALL S.3 AREA a 1,58 Div = Ws is i.2 iOUR 03 * 0.0 10.2 * 0.0 10.E . i 1vi,6 * . i 1i .O ** .2 11.2 ** . 11 ,4 *** 13 11 ,6 li .tf 12,0 4.6 12.4 12.6 i2,6 13.2 13.4 **** q 13.6 *** 0 14.0 14.2 *f* . , 14.4 ** .3 14,6 .2 140 ** ,2 45.2 . .2 11.4 16.0 16.2 .2 M4 *# .2 16.6 .2 16.6 ** .2 17.0 ** .2 0. 2 .2 17.4 .2 02 * . i 1` 0 * , 1 16.2 * . 1 1&4 * ! 18.6 1 19.0 * . 1 19,2 .1 iS.4 . 1 19.6 * . i 19.8 20.E * . i THOMAS E. NEVE 656QGIATES. ING, DATE ��lw PROJEC • OAKWOOD SUBDIVIS, ON SHEET ENTER SUBCATOHMENT 4 2 AREA - €.36 ACRES GN 58 Tc = 7 MIN VOLUME UNDER THE HYDRQGRAPH - .24 6CRE-F i, PEAK 14 .5 OFF HYDR06RAPH FOR SUBC A T QHMEN T # P. I;R.BIC FEET PER 5ECGNQ PEAK 4,5 RAINF6LL c 5,3 +�****e*** * *a *► AREA * 2.36 ON 58 Tc == 7 HOUR i 0.0 0.0 10.4 10.8 * i li .d . i ii .2 ** .2 li .4 1' .l1 .& �*�*�****�r**�**x*�vr�**��r*x+�*x**�t�aF#��E+r�*�•i�it+����it�-�s�r*���a��*�+�#��+��r � .'� 12.[ .8 i2.4 12.6 .4 13.4 ** .2 13.8 .2 14.0 .� 14.,E * 14.4 ** .2 14.6 ** .2 14.8 15.0 * . 1 15.4 * . 1 15.6 * . i 16 .0 i6.2 # . 1 is.4 . i 16 .5 * . 1 1s..8 * . 1 17.0 * # 17.4 * . 1 17.ts * . 1 18.0 * . 1 i8.2 . 1 18.4 « . 1 18.6 * 1 19.2 . 1 19.4 i 19.6 * , i. TliOHAS E. NEVE ASSOCEhMt INC. DATE PROjECT= OAKWLJOD SUBDIVISION SHEET - O A T ER SUBC A T CI-iMEN'I # 12 AREA - ,b9 ACRE5 GN F S8 I C - 6 MIN VOLUME UNDER THE HY'GRuGRFiF'H x �06 6WE`F T, PEAK i .4 OFF HYDROGRf►PH FOR 6UROA f CHMENT # 2.2 ------------------------------- i;UBIC FEET PER SECO NC PON 1 .4 RATNFALL 50 HOUR 10.0 6,0 10.1 * 0.0 10.4 * 0.0 10.6 0.0 10,8 0.0 11 .o Ole 11,4 , 1 11 , 11 .8 1 .4 12,4 12.6 13.E 13,2 . 1 13,Q , i 14.0 , 1 102 gat** { i4.4 * 0.0 14.5 * 0.0 14.8 * 0 vi 15,0 * ON 15.2 * 0.0 15.4 010 is.6 # 0.0 15 8 * 0,0 16.0 0.01 i6,2 * 010 0.0 1Fi,tS * 010 0.0 17.4 * 0.0 17.6 * 0.0 0.8 * 0.0 0.0 * ox 18.2 0.0 18.4 * No 18.6 * 0.0 10.8 010 Ao 0.0 18.2 * O.L 19. 4 * O.e i8,6 * Ole i9.8 0 0.0 LPL Tf OMAS E, NEVE AS9001hTES, INC, HATE PRO ECT! OAKWOOD SUBGiVI$10N SHEET ur ENTER SUBCA CHMENT # J F REh = i .86 AORE5 LAN Sa To 9 MIN VOLUME UNuE6 THE HYOROORAPH - .2 WE—Q, PEAK 1. 0 GF5 HYDROGRAPH FOR WCA T CHMENT # 3 --------------------- GUBIC FEET PER 5EQQNG PEAK 2.5 R61NFALL 50 xxx *it *xx+sax x**fix* AREA so To 9 HOUR 0,4 010 10.8 ,4 11 .8 12 ,0 *a **aa x*xx *xxa x x* ;�xir*� +t xt� *artt+�1r �ttw arxa�x 2.2 12,E 12.4 x+r *xw way 's 13,4 Q.G *,r ,w 140 ,2 14.2 +� 14.4 1 14.6 * l 14.E # . . . .. i 1s. * , 1 15.4 16.4 0, 4 # ..l 16.6 17,O ►� 1 1l, x* ih4 + 1 1`r.8180 �* 1 1&4 18.6 * . ! is-d 19.0 19,4 xx l 0.6 *� i iy.8 * i it uiiriS E. NEVE ASSOCIATE$, INC. GENE _- PROse,C Of1ilWl'fOD SUBDIVISION 5HFE Of �� ENTER -60CA T l;HMEN I # 4 6REh KRFS 0 58 I c - 5 MIN VOLUME UNDER THE HYDROGRHPH - .06 A RE-F T. FE6K - 1 .�5 OFS HYDROGRAPH FOR 5AQ6TQHilEN i 4 4 ------------------------ O;UBIC FEET PER 5ECOND F'6K t15 ON 5� TC s 8 HOiiR lvl,io � ul.a 10.4 0.0 010 .11 .4u�+ . 1 1 .3 12.2 12.4 # +� j2'a 1 l,h„� •1F OF i!�F� 1 13.4 14.0 14.2 * 14.4 * �t,O 14.G * 0 14.8s.u� 15.0 * VJ,o 15.2 15.4 * vi 15,% 15,8 * 0.0 16.0 0A i8.4 + 0.0 16.6 * 0.0 17.V1 * 0.0 17.2 * 0,0 0.4 * 0.0 17,8 * ll.O 18,@ * 0.0 i8.4 * 0110 iBI # 0.0 19.2 0.0 18.4 * 0A i9,6 0A r r, :t h: 0-1 3lf TksaffiS E. NEVE AGSOGJh F-5. INC. DATEi--- PROJECT, OAKWOOD 5UF3QJViS1Qld SHEET ENTER 5UBC T CHMEN T # 6 hREA 3. 16 ACRES €N p S� T c - 24 M I N Vul.OHE .UNDER THE HYDROCRAPH ,32 KRE-FT. PEAK = 3.6 GFa HYDRO-GRAPH FOR SUBC;A1'CHMENT ------------- CUBIC FEET PER SECOND NW _ 3,1 RAINFALL - S.3 AREA 3, 16 01 58 Tc tt 24 HOUR ia.4 10.6 * 1 ii ,ru i 1i .2 . i 1.1 .4 .2 11 ,8 j2.0 5.7 i2 .4 .4 i 1r� a# #fit 1F ,,4 13.8 * 14,0 .3 14 .2 .3 i4.4 a+r .G 14�21 * 15.0 .2 45.4 .2 i5.6 .2 J5.6 .2 16,0 .2 16,2 .2 17.2 * . .1 17.4 * . 1 i8.0 . 1 i8.4 aF ri is.6 . 1 18.8 1S.0 1 . . W,IlhA F NEVE ASSQ016TES. DIC. DATE ONE-C3•• OAKWOOD 5UBDIVTSWN 1,;H ET ._ l'1t' ENTER SUtBCA T CHMENT # 6 AREA - i .3 7 KRES GN 58 i c 7 MIN VOLUME UNDER THE HYQRCJGRAPH 14 AiRE-f=T, PEAK' 2 ,6 4r5 HYfJR11GRAPH FOR SUBG(iTQHI,IFNT # 5 CUING; EEFT PER $EQijl4Q i`F� K 2.6 RhTNI=6LL 5.3 < AREA = 1 .37 QN. GB TC A f -HOUR Mo * io.7 0.0 10.4 0,0 1o.b 0.0 11.01 . 1 - 11 .4 , 1 1�..r3 �at�ar#arse. .�r 12.0 1.4 12,c: lti, j ##aralaf*it .3 1ti.ts ��rst�•a� .� 13.�5 of#ae�f* .2 1:i.2ara' ar .� i4.0 * . 1 14.2 14.4 14.6 .1 i4.8 * ,1 15r0 . * . ,1 i�;7. ��• . < 1 1Sa.4 .1 15,6 . 1 1E,4 * . 1 16.6 ** . 1 16.8 17.0 . 1 17.2 xaf . 1 17.4 ,1 17.6 + J 1 16.0 . 1 8.2 .1 18.4 18.6 0.0 18.0 * 0.0 18.4 co 0 1�.G i0.c7 PROJECT: Uf11Cl OOO SUDDT b 4�� P Sfi�I� 1161 a i"j y j t( NIJI F [ ,�- OF , -. H'rCiRiF Rig H r SU C,ATt�N� t�IT POST DEVELOPM E!J T' .--_- r ..-...mom -MT-w. -- - wry.-. CUBIC FEET PER SE00ND PEAK 1 ,6 RAIiJF'6 L. - 5.3 AREA „64 �11 64,Er Tc 6 HOUR 11 .4 11 .6 12.4 12.6 i3,+a 13,4 *agar . 1 13.8 i4.0 14,2 ar*** . i. 14.4 i4.6 x 010 14.6 * us,0 i5.o * 0,0 15.2 * 0.0 15.4 * 010 i616 0.�o i5.6 * 0.0 16.0 * 0.0 lb-2 * 0.0 16.4 * 0.0 iF.6 * 0.0 16,8 0.0 17.q * 0.0 17.2 * 0.0 17.4 * 0.0 17.6 0,(15 17.6 * is.VD 18.0 * 010 18.2 0.0 18,4 x 1.VJ 16.6 « 0.0 18.6 0.q) iS.0 vi.o 19.F * 0.0 19,4 * 0.0 16.6 * qi.0 19.8 * 0.0 IHOMAS E. NEVE ASSOCIATES, INC. DATE % _! FROjECT= OAKWOOD SUBDIVISION POST-DEVELOPMENT RUNOFF SHEET �OF ENTER SUE30ATCHMENT 4 2 AREA - . 13 AORES C:N - 8G. .1 To = b MIN VOLUME UNDER THE HYGROGR6PH - .02 6GRE-FT, PEAK CFS HYDROGRAPH FOR SUBCATGi-NFN I 4 Z CUBIC FEF.r PER 5�t OND PE6K .7 RhINFALL 5.3 6RFA " . i- 41V 85, i Tc G HOUR 10.E 0.0 i0.2 u.0 10.4 * 0.0 1L,ti 0.0 0.0 11..0 11 ,2 0.0 ii .4_ 11 ,b 1w.0 Brae*•,** * * **�e,� AS,�a �r * ,4 12.4 13.0 * 0.0 i?.2 * 0.0 13,4 * 0.0 13,& * 010 13.8 * 0.0 vl * 0,0 14.2 * 0.0 14,4 * 0.0 14.6 * 0.0 14.8 0.0 .15,6 * V).o 15.:8 * 0.0 16.0 * 0.0 1.6.E iG 6 0.0 16,8 .K. 0.0 0.0 17.2 * 0.0 17.6 0.0 17.8 * 0.0 1ti.L * 0.0 J8.4 I.S.6 0.0 13,8 * 0.0 iy.w * 0.0, i9 2 * 0/ V) 19.4 * 0.01 1 +.6 * 0.0 19.6 * 0.0 THOM65 E. QUEr A550W A T ES, INC, DATE PROJECT• OMWOOD SUBDIVISION MT-DEVELOPMENT RUNOFF SHEET O ENTER Si.SCA T CHiy€ENT 4 3 ABC&A - ,75 ACRES ON S 70.4 T c 7 MYN VOL'ti€ ! UNDER THE HYMOGRAYH - .14 ACRE-FT, PEAK - 1 .5 O S HYDE"tOMPH FOR bQPQA'TUH€YiF€+IT # 3 CUBIC FELT PER IWOND P16K 2.5 RAI€vYU 5.3 ARE6 .76 QN 70.4 To 7 HOUR Wo * 0.0 io.2 * 010 W 4 0.0 10.5 * 0.0 10.8 11 .4 +� 1 11 ,6 * * , 11 ,8 +ter**�rr * * * a�t �+nasals�n �rirarir�r �rs �rar * ** *�c*�r�tir� r *+�x &. 12.2 12,6a ,2 12 .6 13,0 **ayµ L 13.2 1 13.4 * , 1 13.8 14.0 14.2 +� 1 ' 14.4 * , 1 14.6 * , 1 14.e 15.2 .1 15.4 15.6 * . 1 15.8 .1 16,0 x* . 1 16.4 * . i. 16.6 16.8 17.0 17.2 . i 17.4 +� . 1 0.6 , 1 17.8 iko 1 18.2 , 1 18.4 18.6 * 0.0 18.E * 0.0 16.2 0.0 15.4 0.0 1q.6 0.0 LVJ o 0 vi THOMS E. NEVE 65506lhTES, INC, DATE PROJECT• OAKWOOD $U801ViSION POST-DEVELOPMENT ENT RUNOFF SHEET OF _ Eq T ER SUBOA i UHirIENT # 4 AREA m . 15 AGRFS 0 - 84.S a c x b MIN VOLUME UNDER THE HYDRQ�RAPH - .03 ACREwF T, FEhK w .Cs CF5 ---------------------------- CUBIC FEET PER 6�00NU F'EAk" RAINFALL - G.3 , 6REA " . 15 ON 64. 9 Tr k� HouR li�.in 10.6 cc.0 0.0 0.0 0.0 1'1 .4 * 0.v1 11 .6 ****** L i 12. 0r�a +�* arxa �r .�c �r�t 4 12 :2a*gat 1 12.4 * 1 12.6 i3. 2 1a,�i 13.5 0.0 13.8 t 0.0 14.0 4 010 14.2 * 0.0 1.4.4 .�i 14,6 # .a 14,t`t 0.0 1s.0 * 0.0 15.4 * 0.0 15.8 0.0 16.0 * 0.0 16i.2 0.0 16 .4 * 14.l�1 17.0 * V).0 17,2 x V.C�J 17.4 * 0.0 17.6 0.0 17.8 .. 0.0 ; 1t .2 0.10 i8.4 0.0 1e.6 * , v1.0 1$.44 * 0.0 19.8 # 0.0 T#'IOMAS t, -NEVE 050000, INC. DATE FROjECT: OARWOOD 50DIV1610N POW-DEVELOPM&T RUNQFF SHEET � _ OF ENTEFC ,SU0CA T GHHEN T # S AREA - i .4 i ACRES ON = 63.1 To = 9 MIN V[11rkjME UNt`JER THE N•YQRl7E7R6PH - .2 ACRE-FT, F[6k 1 .9 OF S HY1iROWPH FOR 5URQAT?HNEN T 1 a ------------------------ CUBIC FEFT PER 5k ONU PEAK - k,9 RAINFALL = S,3 fj ch 0 1 ,41 Qw bm To 5 HOUR , 10.0 * 0.0 10J.i * 03 0.4 * 0.0 io,8 i1 .4 11 ,6 ********* .4 11 ,8 *a *******•# * €****#fit**+r #�rs�###* *** *#+ter#fit*i��r�f*#***#i�**�rx *x!e•k **ar �.� 010 2.2 12,2 12.8 13.0 1:5.2 11,4 ,2 14,0 *** , 2 14.2 ** . 1 14.4 ** . 1 i4.6 14.8 + . 1 15.0 ** . i 15,4 . i is.b * . i 16,0 ** . i 1G,4 *w , i 1e.b •�* , 1 17,0 ** . 1 i.7.4 ** , i 17,8 , i 18.4 ** ; 1 16.6 ** , 1 18.6 ** . 1 19.2 ** 1 i THO€ AS E. NEUE hSSOCIATES. i'K, DATE - i i_- PCiO ECT• OhRWCJvu SUBDIOSION P05T-QJ O1 Lul'I°EWT RUNOPF SHEET 6E ENTER SUBCATCHMENT 6 AREA x 1 .u$ ACRE$ CH 60 I c 7 MIN VOLUME UNDER THE HYDROGRAPH 1� ACRE--FT, PEAK 2. 8 CPS ----------------------- GUBIC FEET PER 6EiuNV FE+K 2.� RAT11 ALL. � 5.3 HOUR io.o 0.6 10.2 0,0 10.6 # Cl) il,4 x .1 11 .6 ll .ts «-#x•�*��a���-�;r#-��r�r�*��r�*•��•##*#�•�r�r�+�#-��-x+�a�+ru#�r��##*�r��t**��a��**��-x*•��- �: .� 12.E 12.8 x,,,u/ kaF�#• .2 13,4 .2 i3,6 i i3.8 ,i i4,0 ** .1 14.2 * i 14.4 . 1 14.G ** .1 j4,8 . 1 . . 15,0 h , 1 is.2 * . i 15.4 .l 1E.8 .i if.2 * .1 16.4 #* - i i5.8 ** . 1 17.0 . 1 17. 2 . i 17.E 17.6 * , 1 i8.0 18,2 16.4 ** . 1 18.6 . 1 iCs.G x i 18.0 ** . l 19,2 0.0 18.6 0,0 THOMAS E. N VE ASSOCIATES, INC. DhTE FROjFCi: WOOD $UBDIVI$10N P05T-DEVEl..u>✓MENT RUNOFF SHEET O ENTER »UBOATCHMEN1 # 7 AREA - 1 .62 ACRES GN bi ,b I c 7 MIN VOLUME UNDER THE H'DROGRAFH = .21 rri RE -FT, F EHK 3,7 CFS HYDROGWH FOR SURGATCHMEN T # 7 ---------------------------------- CUBIC FEET PER 5EGONu FHIK - ;i,7 RAINFAi_4 6.3 HOUR iVJ.VJ * 40.VJ io.6 * 0.VJ io.8 11 .0 , i, 1i .2 . i 11 ,x} , ii. ,ti M***** # a�+r*a��ra� a� �t, *#* i�##a�*1eas � �t� g## ### # #er* •*at *+� •ata� . iL.+v +���•x�•�xa��•r,��#a���,r*w+��#��r��;��«#t#�x�a��ar�r �. 1 iL.2 ,7 i .h *+x+r ,4 12.8 „3 13,V1 13,3 13.4 „2 15,5 w * lz 13,8 x * .2 14,0 .2 14,t ,2 14.4 . 1 14.6 . 1 IS.@ i 15.2 * . i 15.4 . 1 iEi,6 i 16,`C . 1 ib-4 * . 1 16.6 * i i6,Fs , i 17.0 , 1 17.4 * i iT,b . 1 1i.ti i 19,0 * . 1 19.2 +� i 15.4 , i �f THOMAS E, NEV HSSOGIhTGS, INC. DhT FROjEQT: OAKWOOD SU�UiV1510iv POST-UEOiin'4OPMENT RUNOFF SHOE-1 .�w. OF -� ENTER SUBCATCHMENT # 27 AREA .69 AQRES ON 62,2 Tc: = 6 Nliv VOLUME UNDER THE HYDROGnf'tPH 08 60RE,-F T, PEAK 1 .8 OFS HYDRUGWH FOR 5UOQATCHM.-uT 27 -------------------------- GUOIQ FEET PER SECOND tEhv - ir8 RAINFALL = 5,3 ` +F itK*xt�* w�r�f*fir***#**aria �1 f3 " .69 ON 62.2 IG 6 HOUR io.o * 0.0 1t�,G •* VJ.VJ 10.6 * 0.0 10.8 * 0.0 11 .0 0.0, li .2 1 11 ,4 j 1i.6 * **** * 12 i1 .8 **�******�***��**�,��ra�*v�;gar#***+��f�r�r�++�*-a+��t#rs�*x##*ac�r*�F•�**fr* r*�***�+r* l .ki 12 ,0 1?.2 i.2t4 >� **.�# 12.8 13.a i3.2 *'� 1 13.4 . 1 �.3,8 *•�* . 1 14.0 . i 14.2 **,� . . 1 14 .4 +�'µ. l i 14,6 *' . 1 i5.2 0.0 i 5.41.f0 i5.6 0.0 1y.8 * 0.0 1i3,Gs +� 0.0 I 16.2 r 010 0.0 16.6 * 0.0 i fr t� * (0.0 17.0 17,2 * 0,u 17.4 # 0.0 17.6 * 0.0 0.8 * 0.0 18.0 * 010 18.2 * 0 0 16.4 * 0.0 18.6 16.0 15.2 a, � 19. 4 0.0 0.0 THOMAS E. NEVE A-pSUu16TES, INN, DATE PROJECT 06KWOQD SUEONTS€ON PUSi- DFOEUIPi`1 NT RUNOFP SHEET OF ENTER SUBC T%HMENT 4 6RE6 - .48 6GRES ON - 73.3 To 6 MIN VOLUME UNDER THE HYPROGRAPH u .06 ACRE-FT . PEAK 1 . 6 US HYDROGRAPH FOR 5080 i T uNh€ENT # 8 a CUB10 FEET PER �FQO D PEhk a i .9 RAINFALL 5.3 a****x* **** a+srarx* AREA - .48 CN = 73.3 TC ki HOUR 10.0 Colo 0.0 10.4 0.0 10.6 * 0.0 10.6 0.0 11 .0 i1 ,2 * 1 11 .4 x* . i 1i .b �**xx 12.2 i2,4 12.6 1 13.2 *#* 1 13.4 . 1 13.6 * , i 13,t; ** . i i4.0 . i 14,2 11 j4 .4 , i 14,e * . 1 14.8 . 1 ,�*� 15.2 +�* . 1 15.4 *** , 1 0.0 16.'4 ++ 0.0 16.4 0,0 16.6 * 0.0 16-a * 0.0 1 7lO 0.0 17.2 0.0 17.4 * 0.0 17.6 * 0.0 17.8 * 010 16.0 * 0.0 18-2 * 0,0 0.0 i8.6 0.0 i6.a 0.0 16.0 0.0 iS.2 Qr.0 19.4 * 0.0 i9.6 olo 17 THOM65 E. NEEVE ASSOGIH T ES, llgfi . WE PROjEC,T. OAKWOOD SUBDIVISION FOST-OEVELQPi�ENT RUNOFF SHEET OF ENTER Sa.BCA T CHMEN► # S AREA 1 .79 ON _ 63 To 8 MIN VOLUME UNDER THE HYDR06RAPH t Z 3 6GRE--PT, PEAK 4 Or S HYDRC,IGRAPH FOR S€.5l 6TGHi"FWT # 6 CUBIC FEET FAR SEC011D PEAR 4 RAINFhLL = 5.3 , ON 63 T c = 8 HOUR 10.0 * 0.0 10.2. 0.0 10.4 01 .0 10.6 . 1 1fi.8 . ! 11..0 , 1 j1 .� .G ii ,4 ### 11 .6 *** * .5 i1 .Z} *####aF****it'1j**'A#*IA**19 F1E iE jF ## 4,0 12,0 11.4 12.6 12.8 *A-M-x ,3 13.0 13.2 , # t 3 15.4 ,2 13.6 ,2 13.ti #*aF ,L 14.4 x"x# 14 .6 * . i 14.8 * . i 15. . 1 15.4 * . 1 15.6 1 16.8 * . 1 16.2 # . 1 16,4 * . i i6.6 16-8 # i 17.0 « . i 17.2 * . 1 17.4 # . 1 i 7.6 * 1 17.8 # . i 18.0 . i 18.4 . 1 18.6 . 1 1.3.0 i 0.,2 . i 19,4 * . 1 i8.6 1 THOMRS E. NEVE ASSOQIATES. INID. OATS PROJECT : C)(ik,Wi)OD P0GT--DEVEl.0PlgEIvT RUNOFF 5HEE 1 � OF ENTER SUBCATCHMENT 4 10 AREA P .Z6 ACRE5 CN F 57.4 Tc 6 MIN VOLUME UNDER THE H'YWROGRAP H �v .07 AGRE-E T, PEHi; i .i 0E5 H'YDROGRAPH FOR SUUf)TCHHENT # 10 --------__--_-_T-..,-.., -, w , liUY. IC FEET PER 6IGQ014D PEAK = 1 .7 RAINFALL = S.3 HOiiR io.0 * O. 1io.2 ch.0 10.6 0.0 io.e 0.0 ii .0 0.0 ii .4 * . 1 11 .6 ,i 1 1 ,tS L. 7 i2.V3 �r+ *�ca * �r�ca�* asi�a��ei� {r !G,4 c ,� 12.6 - i 1[,6 11 ia.0 * i 13, * , 13 4 1 1�J.6 . 1 Me , i 14.0 * � i 14.4 , 1 14.6 * , 1 14.6 * , 1 15.0 ,.1 1E.4 * 010 1S.6 * 0.vt 1G.8 0.0 16.0 * 0.0 ie:Z V) io i6:4 1b.6 0.0 17.0 0.0 17.E i7.4 0.01 . 17,6 0.0 ia-0 010 16,.2 ca.yr 18.4 * 010 18,8 a 0.0 i9.0 * 0.0 19 2 * 0.0 19.4 0.0 i O.6 M 010 • �I11,IG � l7.�!� THOMh5 E. NEVE ASSOGIATES. ING. qh;E Nt OXOT: Qi-►i<wC}uu SUBDIVISION PQST-D VE0FiJEN T RUNOFF SHEET O ENTER 6UBCATC;f•MENT # 11 hREA iB 6CRes CN 62 .6 Tc = 6 111N VOLUME UNDER THF HYDkO6RAPH. .0 i1GRF-E T . PEAR . 9 C F5 HYDRO%WIl. FOR 50PG6 T Ch lljFN IT a# I! CUBIC FEET PER 5Euu10 PEAK .9 RfiIN iii_L 5.3 HOUR dU� .! 0.0 10.4 * vJ.0 0.0 i>u.5 0.0 li ,us * PJ.CJ ii .2 # . 0.0 i� ,4 * 0.0 11 .6 **+** 1 il .�s **�*�*******ar**��**a�**�#*a�*,�#n*+�#;��r•�*x�**a�t�rx##*#*•x#,r*r�*x�r ,g i2.4 * 1 i2,6 13.vJ 13.4 0.0 13,6 * 0.0 13.8 * 0.0 14.0 * 0,0 i4>2 * . 0.0 14.4 * 0.0 14.E * 010 14.6 . 0.0 iS.o * 0.0 is.! 1S.4 * 0.0 i 6.6 0.0 i5.6 * 0.0 16.E * 0.0 16.2 * 0.1b 0.0 17.0 * 0.0 17.2 * 0.0 17.4 * O.qj i7.6 * 0.0 i7.8 * 01.0 i5.0 * 0.0 i6.i 0.0 iFi.4 fh.0 1Cs.5 * 0.0 18.6 * 0,0 15.0 * 0.C9 i5.2 * vi 19.4 * a.+� 19.5 * 0.0 20.0 0.qi TH.0H S k. NEVE HSSOCI A T FS, 1 NG. PhTE FRUJEcr: Uh11kWOOD Sij J1V1$1 N POST-DEVELOPMENT DEVELOPMENT RUNOFF 5 H E ENTER SUSW i;nMENT 4 12 A trig - 2.�7 Ftt RF5 ON 64 T c 17 MIN VOL.UHE UNDER TH5 HYDROGRAPH „3i AuRE -FT, PUAK 4, 1 GF5 HYUROGRAPH FOR SUBCATCHI"ik`N # A� CUBIG FEET FtIR 6EGW PFAN RA1NF6Lt. 5,�5 ' C1V = 64 Tc 17 HOUR iJ.tf * i ii .0 * . 1 1i .2 #** ,i ii .4 li ,b 11 .8 Z, 2 4ri 4`.r� •7•x M###1k'IE-x 9{'M 1f iF{F'k iF'�';!'�'x�1$i{'��-1E�*df�'IE*'��x �? ,{ ". iZ.4 i.3.0 1.'i.� �• x .4 i5.b *x�r i4.0 ** ,� i4.2 i4,4. 14,6 14.8 , ia.0 * * , i5.4 ** ,% i5.5 iS,8 16.jb 1.6.2 16.4 16.8 * . i 17.0 , 1 1.7.4 17.6 � . 1 17.8 * 1 18.0 . i 16.4 1 15.6 . 1 10.0 x 1. i5.2 * 1 15.4 r1 i`J.6 . i 19.8 . 1 I H.01 AS E, NEQE; ASSOCIA I E5 f !NC. DATE PRUJCQ T= OMWOOD SUBDIVISION POST-DEVELOPMEN RUNOFF SHEET OF ENTER 5ij8Gh i CHNENT # 13 AREA - .62 AQRES ON 60 T c 6 MIN VutrUMF UNDER THE HYDFjQGRhP.H A .06 ACK-FT, PCAK 1 .4 GFS H•YDRGGRAFH FOR # 13 GUGID FEE PER ;,�"GQNO F'�:Aff i .4 R6INFAU- 5.3 ` rook 10.6- * 10.2 * 0.0 0.0 1 .4 i2.6 12,8 13.4 **** . 1 i .0 i4 .4 * 0.0 14.8 * . .v;.vr 14.8 * 0,0 i5. * 0.0 15.2 * 0.0 0.0 iS.R * ia.0 ito 0.0 16.2 * 0.0 i6,µ * 0.0 ia.tS * vJ.O vi.vi 17.2 * 0,vt i7.R .0.0 16.0 * 0.0 16.8 0.0 i6.6 * 0.0 1U' .0 0.Vi THOMAS E NEW WSOCIATES, IivC;. DATA PROJECT: uflk; 000 SUNIVISIDN POST-DEVi`VuWNT RUNOFF SHEET OF ENTER SUBC A T CHMA T 4 14 AREA = AG AGRE6 GN 67.4 To 6 MIN VOLUME UN PER THE. HYDR05RAPH w .04 AQR -F T, PFAX 1 . 1 CF5 i i r DROGRAPH FOR 5U00A T QWWT 14 CUBIC: FEET PER WOND P16K 1 . ! rc&NFALL 5A �G Chi 67.4 T c F, HOUR 0.0 lin.4 � ia.iu 10.8 # 03 00 11 .4 � # 1 11 ,6 1.l ,tf +r��*gat*�*#�*�*#*a�#�i;tit#Mf�s�*�Fi��x�ratar���w*star+s�*sta��,w�#�•�����•*�a�#��r#x�a� 1.. 1 123 1G.5 . 1 13.E 13,4 13.ts 14.0 0.0 14,2 # 010 14.4 0.0 14.6 010. 14. * 0.0 102 0.rb G.+4 # NO 1s:h * 00 150 * NO 16.4 16.6 16.8 * 0.0 17.0 0.0 17.c 0.0 Q.4 0.Q) 17.6 00 Q.6 18.0 # 0.0 18.2 * 0.0 18.4 0.0 19.0 .� CO.0. 19.4 On 19.6 010 19.8 0,6 THlJMAS E. NERVE A55001AiES, jN PROjEC T= uAr;WOOD SUB01VlYON FUT-DEVELUPi° NT FtONOFF WEFT _ O ENTER ER 5'UBGA T CHMEN T 4 15 WkA - .08 ACRIS CN 4 84 Tc G b MI VOLUME UME UNDER THE HYisFtuBAPH u .01 AQRE-FT, FEW _ .4 QFS HYDROGRARH FVR SUB06TCHMENT 4 15 WeI% FEET PER $ECO D PRAK # V RAINFALL = 5.3 AREA a QQ ON e4 IC b HOUR i 1.0.0 0.0 io.2 0.0 10.4 * 010 W e 10,i!1 16.6 * 0.10 lilo * 0.0 11 .2 * 0.0 il .4 * 0.0 il .b * vo 12 .0 12.2 . 1. 12.4 Q.b 12.$ 010 13.0 0.0 W.2 * 0.0 W. 4 * 0,9 ox vp 00 * 0.0 14.0 * 0.0 W2 * No W4 oh, 14.6 # 0.0 14.j Q.0 is, * to 15.2 * 0.0 0.4 * 0.0 ISA * ho is.8 03 0.0 i5,fs * 0.0 i7, * 0.0 17,2 * oll 0.4 * 0.0 17.5 * 10.10 18.0 0.0 15.2 * 0.0 0.4 * 0.0 18.6 0.0 19,0 * '00 Is.2 on 15,E a � 1HOMAS E. NEVE ASSOCIATES. INN. DfATE PROJECT: OAKWOOD 50801VISION POST-DEVELOPMENT RUNOFF SHEET _ O HYDR06RAPH FOR MEMORY # 5 CUBIC FEET PER SECOND PEAK 1 .6 HOUR 10.0 O.�J 10.4 0,0 10.6 10.8 0.0 11 .0 . 1 1i ,2 , 1 11 .4 ** . i. 11 .6 ,2 12.0 i ,b 1N.0 4asar* #ar *�c � at�+**sr�a� i2.4 +��r+rx f +t r irt�r +� �x ��4�E#.###�4#gar* +r �r�r �r��r 4+r i.! 3.2 .tf �;r?tic**i�**�•�ti�*�r��x�•+��*�xa�*�*k�*�*�x��r��r*•��*��•�sa�**�����+r�r�-;!� l .b 1.3.0 13.E �Faa�t�r* �* * *� �r�rxa� * # +�atara�a *a� * E . A 15.4 .13.6 14.0 14.2 i4.4 .5 14.6 ,5 14.8K* ** #x�rarn* 16.E 15,t .4 .15.4 15.ti eta**ar��ar�*� .3 15.$ ,3 16.0 a�x r �r�r*a�• .'� 19 ,2 16,6 2 11?.}3 .2 17.0 .2 ROUTE T HRFJU6H STOR66E POND # 1 17..2 .2 # ELEVATION (FT ) STCjRh6E i hGRE-FT i , r 17.4 ,E*x*x 12 i i.2G.0 k73.E�lip 17.6 * « 2 127.o 11 J7.8 :, i L a.O .22 18,2 * * * OUTLET # 1 INVERT ELEVATION -- ice F1 18.4 xxa*��� ,( SUBMERGED ORIFIGEt D- 6 1N 18.5 "����*'" •2 THE MAX, WATER DETAINED . 11 AGRE- PT r 18.8 19.4 . 1 19.8 1 27.0 Mira , i THOMA6 E. NEVE ASS00hTES. lWC. DOTE PROJECT- Offl( OCJD SUODiU1510N POST-DEUELCjPIIEIvT RUNOFF SHEET OF STORAGE POND # 1 DATA ---------------------------- ---------------------------------------------------------------- TIME INFLOW OUTFLOW ELEVATION 5TOat65E HR. CF5 OFS ACRE-FT ----------------------------------------------------------------------------- iolo w.ia 0.0 126.0 10.2 0.0 01 .0 il-16 0 10.4 0.0 0.0 II11 i2.1610. 0.00 ` 'r iw. 1 0.0 i2610 k1 .2 .% . i 126. 1 .0i .4 . 1 1Zb. 1 .47J1 il .6 .8 .2 ir6. 1 .02 ii .8 7.4 .6 126.G .oq iz.0 4.6 i .6 127.4 . i6 i1.2 1 .6 i .8 127.E . 17 i2.4 i. 1 1 .7 c2r.E . i6 12.6 . s 1 .6 127.4 is i2.8 .7 1 .6 127.3 .13 .i2 i3 .4 i .4 127.0 . li. 1a.4 .4 1 .! t.26.9 CID i3.6 .4 i . 1 i26.8 �u i3.8 .3 .5 126.7 .07 .i 4.0 .6 126.6 .OF, 14.2 7 .7 i26.6 .K, 14.4 .2 .6 i26.4 .06 14 .6 .2 .;n i26.4 .04 14,6 12 126.3 .04 1J.0 .4 1Z6,3 .03 .4 i26.3 ta3 iS.4 .2 12b.3 . 13 iS.6 .2 .3 126.2 .02 is.8 .3 126.2 .OZ 16.2 .2 126.2 .02 16.4 .2 .3 i26.2 .02 1616 .2 .02 kkr.ti .i� i26.2 .02 1.7.0 ,L .2 i 1.Zb .L .VJi i7.2 .2 12 126.2 .02: 17.4 .2 12 12612 .02 i2ti.2 17.6 .2 .2 12:6 .2 .02' 18.2 .2 .2 126.2 .02 18.4 , l .2 126. i .02 18.6 . i .2 1261i 10i 18.8 , i .2 i26. 1 .al 19.t4 . i .2 14`6 . i .Of i26. i ,Oi 18.4 , i . i i26. i .tci1. 15.E . l . 1 k2b. l . Jk i2a. i .Oi 20.0 1 . 1 126. 1 .01 C ALGULA Uri H DROGFcF PH QUQIC FEET PQR 5E1.QND PEE = 1 .3 HOUR 10.0 x 010 Q.2 * 0.0 10.4 x on io.6 * 0.0 10.i * 0.0 i1 .0 * 0.f, 11,2 x# * 1 1i . 11 .8 0.0 12.2 12,4 1 .3 12.6 #*xa�n; * as *x#*# # a � *** �!ru xtsx##�a #x�r gate.** *##* #* i .3 12,8 1.2 .i3.15 1 . 1 13. 4 ifxxi�if1�*�lif#r +t�Fltit�raitFi�k �k�t3�li� l�ifif* � +tk�rii� it�tt#i��fx � . 1 13.6 ki 13.6 * *err#ie�*x#+ ## *at�xa�a�a�#xax��rx+r # *�t ,�z•# ;cap * 1 .+ • i4.� *at+�ra�r•�*�*�+��r�xxx�+��r,�x*xx�a�a�y***�x���*�xarat�-�r��x�x 1 .�1 14,E xat*** # rtx*x�rx+rxx*xz�;a}�r+�**x�rx,r +rrxxxx * y 14.E x+r + **�r#era *x#►pax*#x** x##x�t+r##�r# r#are*# x 14.6 xar*�xxxxxx ,rxx�ra�x�r#axx� #,wx#xxxr * u ++r*�r# 14.8 15.0t�+ratai �r*+rr:x*+�x*r�r �x �r�ta��carxxxxxx* 15.E # txxatxara� at # a ## tarar#� ai� 15.4 *�rxx �*#*#xxx+�#*��rx* ,�##*+�** k#r ,r lti.t xxxtararx* x�rxxxx�r#* .4 16.4 16.6 #xxxar�rxa�xxxx ' 16.8 17.0 x #*# * x* xx .ii BEGIN W TH MEMORY 7T i6 17,2 .2 1 7 .4 .2 ROUTE THROUGH 5 T URA6E POND 4 G 17.6 .2 1 ELE&TION (FT) STORAGE &CRE-FT I 18.0 .G 2 i38.91 ,00 18.E 3 09.0 . i9 i6.4 r:xat* . i 4 140.0 .LJ 18.6 #R r x , 1. OUTLET 4 1 INVERT ELEVATION w 07 FT 18.8 ��rarx* 1. SLiBMEROED ORIFICES u= 6 IN 19 Q x**x* . 1 THE MAX, WATER DETAINED - :2 ACRE-FT i5. STORE lid MEMORY 4 17 VOLUME UNDER THE. HYltR06RAPH R . 4 ACRE--FT, PERK 10 CF5 ` Ti1CsMAS E. NEVE oSS0WATE5, jNG, GATE PROJECT: OAKWOOD SUBDIV1510iq POST-OEVELOPiriENT RUNOFF SHEET OF ,yy i 8 T ORN3E PONQ DATA TIME iNF'OW OU T FOW Ei FVA T Niq S TOF(A6L HR. CFO CF5 hORE--F i iO.0 0,0 0.0 137.0 0.00 }.q, ro,o 137.0 0.00 10,4 0.0 0.0 13f.iU - 0.ovi 1i13.G 1 0,0 i37.0 0.cbo io.8 ' i 0.0 137.0 fi.00 11.0 . 1 0,0 i37.0 i7J,k,'3VJ ii .L ,4 . 1 i37. i .01 11.4 .4 ' i i3i. i .Cri 2 1:57.2 ii .Cs .0 t+ 137.8 via i2 .0 4.1$ 1 .0 i5a.s .Is 12.E 2.9 1 ,2 i38.9 , 18 12..4 2.0 i,3 i3J. i 20 i2.6 .5 1 .3 i39. i . 10 1.2.8 .t 1 .� 139.0 . i9 13.0 .b i .2 i38.13 is i312 .S i. i 13a,i3 . 17 13.4 .4 1 . 06.7 . 1.5 i3.b 14 1. 1 iaa.ia . 14 1.3.8 <4 1 .YI i3a.s . 13 14.0 .4 i -o 138.4 . i2 14.2 . 4 10 13e.3 .1i 14,4 ,4 . 9 138.33 . ii i4.Fj i .9 i38,2 .ivy 14.8 , .8 13uu8 1 tpo 9l IS.0 ♦3 18 ? V.S:! .08 i5.2 ,E .7 137.9 ,VJ7 15.4 .2 .7 137.8 .06 .2 .6 137.7 .06 G.i`p . 1 ,R i 137.b .04 1a.2 . l .4 13'!,5 .04 16.4 . i .3 i37.4 iri.G .3 07.3 tbw .3 137.5 17.2 . i r ti i37,3 .'02 17.4 . i .2 i37. 3 .02 17.6 .Z 1 ,7.c .02 17.9 , i .2 Me.2 .01) 18-4 rl i8.6 i . 1 137,2 .01 i� .a . 1 . i 137,2 .0i a9.0 1 . i i37.2 ,ui i5.2 1 , i 137.2 .0j. 19.4 . 1 . i i37. 1 .Oi 19.6 i i i57, i uli.