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HomeMy WebLinkAbout20150866 Ver 1_Application_20150825Pat McCrory Governor .� �� C E North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakild, P.E. Director Attachment L: Low Impact Bridge Replacement Process Low Impact Bridge Project No._ County Johnston Bridge No._33 over Mill Creek WBS Element Number 17BP.4.R.53 John E. Skvarla, III Secretary This project is subject to the Low Impact Bridge Process as agreed to on October 6, 2009. This project meets the documentation requirements and approval procedures under NEPA, as defined by FHWA, for Low Impact Bridge Replacements. This project meets the standards of NCDOT's Minimum Criteria Rules. Date: 8/24/2015 Applicant Name: NCDOT Applicant Address: NCDOT Division of Hiqhwavs P.O. Box 3165 Wilson. NC 27895-3165 Primary Contact for Project: Chad Coqqins Phone No.:(252) 296-3532 Is this an after-the-fact application: Yes X River Basin: Neuse Stream Classification: WS-IV NSW � Regulatory Authorization Options for this Activity Federal: USACE Nationwide General Permit 3— Maintenance State: General Water Quality Certification #3883 and/or Buffer Authorization Local: None Project Description — NCDOT proposes to replace Bridge #33, which is currently a 4 span 161'X28' bridge, with a 182' x 33' 3 span bridge over Mill Creek on SR 1185 in Johnston County. Construction of this project will result in small temporary stream impacts and wetland impacts, as well as impacts to 9378 square feet of buffer impacts in BZ 1 and 6059 square feet of impacts in BZ 2. Stormwater will be captured in a drop inlet with a rock dissipater pad outside of BZ 2 on the southeastern quadrant of the bridge. No deck drains will discharge directly into channel. , Signature: � � Print Name: Chad Co ins DEO Transportation Pertnitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 Location: 2321 Crabtree Blvd., Raleigh, North Carolina 27604 Phone: 919-733-17861 FAX: 919-733-6893 Internet: http:llh2o.enr.state.nc.uslncwetlandsl An Equal Opporlunity 1 Affirmative Action Employer NorthCart-olina ��tllt'!�`�l,J Attachment G: Low/Minimal Impact Bridge Project Data Sheet � TIP NO Div Mana ed Div. Mana ed Div. mana ed z WBS Element No. 17BP.4.R.53 176P.4.R.65 , 17BP.4.R.62 3 County Johnston Wayne Wayne 4 Bridge Number 33 46 92 5 DescripUon Mill Creek Nahunta Swamp Falling Creek 6 Basin Neuse Neuse Neuse 7 Classification WS-IV NSW C Sw NSW WS-IV NSW 8 Stream SIN 27-52-(8.5) 27-86-14 27-54-(3.5) 9 Type Inland Inland inland 10 Size 100' 20' 10' 11 Type 4 span 2 span 2 span 12 isting Structur Size 161'UQ8'W 35L'X26'W 31L'X25'W 13 Suff. Rating 38.45 22.21 33.85 14 Type 3 span 2 span 1 span 15 roposed Structur SiZe �82�LX33'W 75'LX30'W 55'L X30'W 60 LF temp impact for rock 57. LF for Floodplain excaeation 16 Stream USACE (LF) causeway and streambank stablization � 17 NCDWQ Impacts (LF) 0 0 0 18 USACE Impacts (AC) .01ac HC .04ac MC .01 fill, .01 HC, .01 MC 0 19 Wetlands Non 404 Impacts (AC) 0 0 0 20 CAMA Impacts (SF) 0 0 0 21 NC DWQ Buffers Impacts (SF) BZ1 9378 BZ2 6059 BZ12102 BZ2 892 BZ1 1842 BZ2 720 22 Buffer Applicaton Required,(>40 ft) (Y/N) Yes Yes Yes 23 State Stormwater Permit Required (Y/N) No No No 24 Habitat Marginal No No 25 T&E Species Present No No No 26 Bio Conclusion MANLAA No affect No affect 27 Moratorium Type No No No 28 Dates N/A N/A N/A 29 Native/Hatchery No No No 30 Trout Species Present No No No 31 Trout Waters Trout Conditions (YIN) No No, No 32 WRC Reviewer No No No 33 CAMA AECs No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 34 Essential Fish Habitat No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 35 Nav. Opening No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 36 USCG Permit No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 37 Historic Properties No/HEU Confirmed No/HEU Confirmed No/HEU Confirmed 38 Archaeological Resources No/HEU Confirmed No/HEU Confirtned No/HEU Confirmed 39 Tribal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 40 4(f) Resources No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 41 6�� [LWCF] Resources No/GIS Confirtned No/GIS Confirmed No/GIS Confirmed 42 Wild and Scenic River No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 43 Federal Lands No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 44 NA Area No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 45 FEMA Buyout No/GIS Confirmed No/GIS Confirmed No/GIS Confirtned 46 FEMA Flood Study MOA/Hydro MOA/Hydro no study 47 USTs Haz Mats No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 48 Relocatees No/GIS Confirmed No/GIS Confirmed No/GIS Confirmed 49 LAT 35.3458 35.5224 35.2753 50 Location LONG 78.3349 78.0098 78.2724 51 Project Comments � . Completed by: � �- 8/2412015 _ ____ _ �_� Division Environmental Officer Date: -- �T �j I _.�_ �.-----. ' __..__—��.___ ---------_...— BUFFER IMPACTS SUMMARY IMPACT BUFFER TYPE ALLOWABLE MITIGABLE REPLACEMENT STRUCTURE SIZE / STATION ROAD PARALLEL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 TOTAL ZONE 1 ZONE 2 SITE NO. TYPE (FROM/TO) CROSSING BRIDGE IMPACT (ft2) (ftZ) (ft2) (ft2) (ft2) (ft2) (ft2) (ft2) 1 Road Crossing 11+58 to 12+37 x 1166 1559 2725 1 Bridge 12+37 to 14+20 x 7519 2942 10461 1 Road Crossing 14+Z0 to 14+g1 x 693 1558 2251 TOTAL: ss�s 6059 15437 0 0 0 NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS JOHNSTON COUNTY WBS - 17BP.4.R.53 (500033) EET 2 of 21 7/6/2015 WETLAND PERMIT IMPACT SUMMARY WETLAND IMPACTS SURFACE WATER IMPACTS Hand Existing Existing Permanent Temp. Excavation Mechanized Clearing Permanent Temp. Channel Channel Natural Site Station Structure Fillln Fillln in Clearing in SW SW Impacts Impacts Stream No. (From/To) Size / Type Wetlands Wetlands Wetlands in Wetlands Wetlands impacts impacts Permanent Temp. Design (ac) (ac) (ac) (ac) (ac) (ac) (ac) (ft) (ft) (ft) 11+58 to 12+37 Road Crossing < 0.01 < 0.01 0.02 12+37 to 14+20 `Bridge < 0.01 < 0.01 0.01 0.02 0.02 60 14+20 to 15+77 Road Crossing < 0.01 0.02 0.04 TOTALS': < 0.01 < 0.01 0.04 0.09 0.02 0 60 0 *Rounded totals are sum of actual impacts NOTES: 'Temporary surface water impacts include installation of a temporary work pad, construction access for installation of proposed interior bents, and removal of the existing interior bents along the stream bank. '�' �AIEg�]E]L I��o 33-Il 33-2 33°3 �������� N�1�[1�� �lI�II� l�TA1�lIlE� C1HI$I9'�I°INE H[. �A°I'T]EN �� �� ��� ����8����� 1�AI81f8Y �r�i,°g°tON �A�C"Il']EN i,IF� E�T.�°d'E C% � J�XC� �B. 1B�ii PIN ANIf�R' C..�NV� 1K.�'➢°IBIIN.� ➢B..�N]DER��N ] AI[��]1EglE��]E� 3�29 J�� N]ElE3 1�1[dddD�]E 1[d�All9 ��UYB �.�][�5, NC �7��4 ll�Il� ClE$�C1�EI8� N�TI� R�AID NbI�D➢�IE�E�, NC 2i557 2�9Il J��NEIB �]RIIDGIE IB�.�ID ]F��T][8 �riPoS, N� 27524 ��������� ����� ��� ������ N�°Il° °1[°� �CA1L1E 30' i^� ♦ro ♦ n�n n�n t.11P11V1`ILL �LV SECTION A-A NATURAL GROUND/ EXCAVATED BENCH TOB EL. = 97.0' PROPOSED INTERIOR BENT CLASS A RIP RAP 1.0' � _ � GEOTEXTILE FABRIC � CLASS II RIP RAP SECTION B-6 NWS EL. = 95.2' � �S �• � - _. = 95.2' � CHANNEL BOTTOM APPROX. EL. = 90.6' � � � L � � � � a � �, � � 0 � � , � � 3 O L 0 � � E � 0 > � w � � � � � � 0 �, �� 0 � t. �� o �' rv� _ � � �� l9 CC " J � � . � � � � . � � � � � � 0 V .. � V � � O V NOTES; 1. CLEARING ON THIS PROJECT SHALL 8E PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES DESIGN DATA 30 0 30 bp ADT = 230 �HV = wa PLANS D = WA T = 5% * 30 0 30 60 V= 55 MPH * (TTST =3% + DUAL 2%) PROFILE (HORIZONTAL) FUNC CLASS = LOCAL 6 0 6 12 SUBREGIONAL TIER PROFILE (VERTICAL) ����� �� ����� �������� 1I�����I[��� �]� ��I�II����� JOH1�lST011t COUI�TY LOCATI011I: BRIDGE N0.33 OVER MILL CREEK 01V SR 1185 (JOYNER BRIDGE RD) TYPE OF WORK: GRADING, DRAZ11lAGE, PAVING, STRUCTURES A11tD RES URFACIIIIG BU FFER IMPACTS PERMIT ���� 17BP.4.R.53 STwTE PROJ.NO. F.w.PROI.*10. s� &9CRIMION „i$�W, U°Il°dII�. � C�9NS°S'. PROJECT LENGTH LENGTH ROADWAY PROJECT 500033........ 0.101 mi LENGTH STRUCTURE PROJECT 500033....... 0.035 mi TOTAL LENGTH PROJECT 500033 ............... 0.136 mi 11lCDOT DESIGIV - B UILD TEAM RUMMEL, KLEPPER & KAHL, LLP R� � A888-5�21L4OESSSONO91O9-�78?9560 FOR NCDOT DIVISION OF HIGHWAYS 2072 STRNDARD SPECIFICATIONS B. Keith Skinner, P.E. PROJECT ENG/NEER RIGHT OF WAY DATE: MAY 20, 2014 Michael T. Merritt, P.E. PROJECT DESIGN ENGINEER I,ETTING DATE: ,vcuor co,vrncr. MAY 20, 2014 K Zak Hamidi, P.E. �� DESIGN BWLD PROJECT ENG7NEER CONTRACTOR : �'ll� S. T. Wooten Corporation S. r. wool Er✓ cnRFORaTioN P.O. BOX 2408 380IBLACK CRE_FK ROAD WILSON.NOR7�H CAROLINA 27894 HYDRA ULICS ENGINEER P.E. S7GNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.E. ERMIT DRAWING SHEET 7 OF 21 6 � m �• � CLA55 II RIP RAP � EST 125 TONS EST 130 SY GEO FAB 33-1 � � � �� �1 + .00 \�e + 15.00 �' EXIS 48' �------ ---- re -------------- JA� - � - - — F �-I-- 8.1 —_ — o � a o � o � ----�� ���,�� - — FTL-3. PROP 0/H POW LINES ________ PRO WG COMMUN LIMIT OF EXISTING TRANSPORTATION FACILITY i��'�:������Ii►1� ������� ������� �2� 110 1�� .� � �: � L�Ib'll ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 � .��,��li� ���11 ��'• • .� ��� ��1 ����lG� ��� �°`� � � . � ::I. � _.:.a: JI:�Dll� '�iAi.'C7����sl.�iN� / �'-- ����'�� � --- • �.� • � �DIV4 — BRIDGE 500033 — JOHNSTON COUNTY Pisto �2+oi.00 L Pisto 15+49.00 »BP.4.R.53 p=/° /6' 32.0" �RT J p= l8° 36' 06.8" �RT J D= l° 25' 56.6" D= 6° 44' 26.4" OR PAD CLASS II RIP RAP L= 89.05' L= 275.96' HEET b EST 195 TONS T= 44.53' T=/39.2/' EST 205 SY GEO FAB R= 4,000.00' R= 850.00' NA 2001 SE = 0.03 SE = O.a4 Nno ey � � LIMIT OF EXISTING V=+60m h V= 45m h \ � TRANSPORTATION FACILITY 6� ?� ���� ������ a������ � ���� ;,�x, � � � � 0/H POW /� ; �m ------= ��� GRAU 350 TL-3 �A�� \��� —�� ����� R :�xX �'�"��_�_ � 1 �� \ + 45.00 \ 55' �� 'e � \ �l �F \ �� �"�, 8�F � , 8:� �� _� _ — — p � -�_ _ _ POW LIN PROJECT REFERENCE NO. SHEET NO. DB04 - 500033 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER s"RMIT �RAWING SHEET 8 OF 21 33-3 � \ � \ ��'��� O o \����, ,'`-`\ � � ryA _ �_ o , \�—�.___ -- o 0 +60.0� `� p �� \\�\ \ �'��, ___EXIST � \ ��, ° o �� F \ ```'-�_ \ \ \ \ � � o n� \�' \ \ � ' — o F \ ����, \ �''� \ 33-2 � BM " l EL.100.60' I BM * 2 EL. l0/.09' - I I I I -EL- STA.10+00.00 OFFSET = 172.1/'LT I -EL- STA.l6+9/.00 OFFSET = 33'U I I I I _ _ RR SPIKE SET lN BASE OF l8" SWEET GUM � L� RR SPIKE SET lN BASE OF 24" SWEET GUM - i i -. : _ � Pl = 15+00.00 — BEGIN GRADE BEGIN BRIDGE - — END BRIDGE E� = io4.so� — -L— STAelOf80,00 STA.12+3725 i, i i STA,l4f19,75 vc = iaa : i i i —: EL, _ 102,82' _ _�_ __ _ _ � _ K = is� - -- _. _ V = 5Bm h �i - _ ' i — I_ _--__ l�0 YR l(7,ie15, . . . . . . . . . . . . . . —___—____._ . . .----_______.—_-----r . . . . . . . . . . . . . . . . . I . . I —T----, . . . . . . . . . . . . . . . . . I � � � �v�;v � I �`' _1- �. � �,�e �, — � _ � � � �; TEMP. WORK PAD �`_ I � SEE SHEET b ,,,I/--� . . . . . . . . . . . . . . . � ..— . � � � a w a � _ ..... ae Z Z � d d Q � V U+ _ � N Q v i � � Z �� Q Q j � V V 2 d � r w C� O Vm Z � � a' w w w w w w Z �� APPROX.SiRUCTURE � �� � a a N DRAINAGE N N N N H � N a � � ~ w w PIPE (FT.) � � � � � p EXCAVAT lON = 565 CY ,F-„ v~i z i u, w c9 O O O O O � p �++ APPROX.MILLING LlMITS: ,3 w ,;, r �- a z z z z z,,, m o -L- STA10+80 TO SiA 11+90 w LL O � > > Z� N N W -�- sra i�+oo ro sra ia+oo � � o o Z Z � w o 0 0 0 0 3 �, O LL � � - - o0 0 0 0 0 o U # .- FT. FT. FT. FT. 15" 18" 24" I -L- 12+14 15' LT 0401 102.71 5.71 � � � _ r— ---- ( +)0,423 e ( -J0,8900% __ ___ 97.60 I 97.12 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 a Z � 0 0 � PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 18+00 120 110 � � .� � 6 � m �: � 11 ' 1 \. ���-'� �CLA55 II RIP RAP , � EST 125 TONS �� � \\ EST 130 SY GEO FAB � 33-1 � , � � � �. �. �� � .00 �' EXIS -✓ , ----- ------ -- 23.33' , — TYP. _� . .... --_- . � �- —� - _ . .. � - � - - F � — 8:1 , � N O � O O O 00 � '� -----�/_ — _ �,�'—��-I TL-3_ PROP 0/H POW LINES ________ PRO WG COMMUN LIMIT OF EXISTING TRANSPORTATION FACILITY :�������� ������� ������� �2� 110 1�� .� m �� ��� ALLOWABLE IMPACTS ZONE 1 ALLOWABLE IMPACTS ZONE 2 -- � re \ \��� PROP 0/ OW LI , �1 TON CL RIP RAP Q40 W� 5 SY GEO FAB \ �DIV4 — BRIDGE 500033 — JOHNSTON COUNTY TEMR�WOR PAD CLASS II RIP RAP SEE \HEET b esr i95 roNs EST 205 SY GEO FAB � � LIMIT OF EXISTING � � TRANSPORTATION FACILITY � � � i" � . � �l � �� �� ��� ������ ������� �Xi< X� �A V \ >C X/`� ?:/A�X� � V A \ 0/H POW L � � � �� � �, � �� `, A �� � � � ��� �e6 A � �. 33-1 1 / 4\ �, , �; ���� GRAU 350 ��� ��� ��--_ \\\\\ ?������ ��!�.�.=� � _ �� \. 5 \� � � � \ �F V � \,i: / � �,'� �,��..�� � � � BM " l EL.100.60' I I I -EL- STA.10+00.00 OFFSET = 172.1/' LT I ��_ _ _ RR SPIKE SET lN BASE OF l8" SWEET GUM i i i _ _ BEGIN GRADE BEGIN BRIDGE — — END BRIDGE -L — ST Ae l0 f80,00 STA. /2+3725 i, i i ST A, l4 f19,75 EL, _ 102,82' _ _�_ __ _ _ � _ �� _ _ ' i_ -___ _ I�0 YR ___ _____ �c��e�5, (+)0,423 e (-J0,8900% . . . . . . . . . . . . . . -___-____._ . . .----_______.—_-----r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . I —T----, . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . I � � � �v�;v � I �`' _1- �. � �,�e �, — � _ � � � �; TEMP. WORK PAD �`_ I � SEE SHEET b ,,,I/--� . . . . . . . . . . . . . . . � ..- . � � � a a w Q a � - - ..... ae Z Z � � � � V C'1 - d a N Q v i � � Z �� Q Q j � V V 2 d � r w C� O Vm Z � � a' w w w w w w Z Z ��APPROX.SiRUCTURE � �� � � � N DRAINAGE ? � ? � ? � N � � a � w w PIPE (FT.) 3 p p EXCAVATION = 565 CY N N z > w w � > APPROX.MILLING LlMITS: ,� W w F �, a O O O O O N m o 0 -L- STA10+80 TO SiA 11+90 w LL O � > > Z� N N N W -�- sra i�+oo ro sra ia+oo � � o o Z Z � w o 0 0 0 0 3 �, � O LL � � - - o 0 0 0 0 0 o U # .- .- FT. FT. FT. FT. 15" 18" 24" I -L- 12+14 15' LT 0401 102.71 5.71 I I � 0401 0402 97.60 97.12 26 X � X � X X I 0 p=/° /6' 32.0" �RT J p= l8° 36' 06.8" �RT J D= l° 25' 56.6" D- 6° 44' 26.4" L - 89.05' L - 275.96' T = 44.53' T - /39.2/' R = 4,000.00' R = 850.00' SE = 0.03 SE = O.a4 V = +60moh V - 45mnh �--�� � �' 8��_F � , 8:� � - F 0 H POW LINES . �� � 17 BP.4.R.53 PROJECT REFERENCE NO. SHEET NO. DB04 - 500033 4 RNJ SHEET NO. ROADwAY DESIGN HYDRAULICS ENGINEER ENGINEER NPD B�NA 2p01 ERMIT RAWING SHEET 9 OF 21 33-3 _, � --�, , , \ � � - � , � F � _ \ � � � �;\_` I ; o ,� �o, � �-�� � O Typ �- ��- O � \ �''--, �_` , O �\�:! � , +60.0\ —F \\ �\ ___ \� 0 �, � ___ -__.cXIST \ ��� ° o �� F ' , -�, \ �� ����,_, �� O �U �'��, \ \ F _ - O ., _ . '�� � ° � 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 18+00 120 110 � � .� m � � � � � � � a � �, � � 0 � � , � � 3 O L 0 � � E 0 L .- C w � � � � � 0 �, �� 0 � t. �� o �' rv� _ � � �� l9 CC " J � � . � � � � . � � � � � � 0 V .. � V � � O V ����� �� ����� �������� 1I�����I[��� �]� ��I�II����� JOH1�lST011t COUI�TY LOCATI011I: BRIDGE N0.33 OVER MILL CREEK 01V SR 1185 (JOYNER BRIDGE RD) TYPE OF WORK: GRADING, DRAZ11lAGE, PAVING, STRUCTURES A11tD RES URFACIIIIG WETLAND AND NOTES; 1. CLEARING ON THIS PROJECT SHALL 8E PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. 2. THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. GRAPHIC SCALES 30 0 30 60 PLANS 30 0 30 60 PROFILE (HORIZONTAL) 6 0 6 �2 PROFILE (VERTICAL) DESIGN DATA ADT = 230 �HV = wa o = wa T = 5% * V = 55 MPH * (TTST =3% + DUAL 2%) FUNC CLASS = LOCAL SUBREGIONAL TIER ���� 17BP.4.R.53 STwTE PROJ.NO. F.w.PROI.*10. s� &9CRIMION „i$�W, U°Il°dII�. � C�9NS°S'. SURFACE WATER IMPACTS PERMIT PROJECT LENGTH LENGTH ROADWAY PROJECT 500033........ 0.101 mi LENGTH STRUCTURE PROJECT 500033....... 0.035 mi TOTAL LENGTH PROJECT 500033 ............... 0.136 mi 11lCDOT DESIGIV - B UILD TEAM RUMMEL, KLEPPER & KAHL, LLP R� � A888-5�21L4OESSSONO91O9-�78?9560 FOR NCDOT DIVISION OF HIGHWAYS 2072 STRNDARD SPECIFICATIONS B. Keith Skinner, P.E. PROJECT ENG/NEER RIGHT OF WAY DATE: MAY 20, 2014 Michael T. Merritt, P.E. PROJECT DESIGN ENGINEER I,ETTING DATE: ,vcuor co,vrncr. MAY 20, 2014 K Zak Hamidi, P.E. �� DESIGN BWLD PROJECT ENG7NEER CONTRACTOR : �'ll� S. T. Wooten Corporation s.r.woorEr✓ cnRFORarioN P.O. BOX 2408 380IBLACK CRE_FK ROAD WILSON.NOR7�H CAROLINA 27894 HYDRA ULICS ENGINEER P.E. S7GNATURE: ROADWAY DESIGN ENGINEER SIGNATURE: P.E. ERMIT DRAWING SHEET 10 OF 21 6 I / `" BRITT, WILLA DEAN LIFE EST � PARKER,IDA FRANCES B,RMNDR � r DB 1925 PG 218 LB 5 PG 252 LB 6 PG 002 �� �I���S ES� � \ � 33-1 BATDB 53CHRIC T�INE�. � � � \ LIMIT OF EXISTWG �� ? .00 \ � TRANSPORTATION FACILITY W�uDS r'� EXIS � a �----- ----�. -------- _ - - --------------�--------_---��M- - - : - - - - -------------�a��� - - - - - - - 23.33' le 1E � � _ Y!'-. — _, — ��� �J�� ��_�= �3� ,-� k��v _ = 8:1 -T- - F �i -- 0 _ - i -- - — — — — I N g° 4l' 48.0" E ° o ° °N `� �2� 110 1�� .� m �: � DIV4 - BRIDGE 500033 - JOHNSTON COUNTY EXCAVATION IN WET�AN WOODS * * CLASS II RIP RAP �EMP. WOR PAD CLASS II RIP RAP * EST 125 TONS `�SEE SHEET 6 33-3 EST 195 TONS _� 3D SY GEO FAB � EST 205 SY GEO, FAB � � i AN�ERSON ANOY C W��QS �'� ��� � ANOERSON�K�ATRINA B SCALE � DB 1734 PC 590 ���=40� � � � � PB 52 PG 293 �/ . . �� -BL-2 +40.00 ' 48'�,, � ----- � ------- - � r„� �5 � � .o ?. � ��------- � � .> \ e �r-c��-�,� --'�T--— � �I N l0° 58', 20.0" 'RNJ MARKER NOT 17 BP.4.R.53 PROJECT REFERENCE NO. SHEET NO. SHOWN FOR CLARITY DB04 - 500033 4 RNJ SHEET NO. MECHANIZED CLEARING ROADWAY DESIGN HYDRP.ULICS IN WETLAND ENGINEER ENGINEER NAp ByNA 2001 WEILAND SHEET 1 OF �ZI � FILL IN 3-�-'� �_� , � IMPACTS IN RFACE W. � __ I0+00 _ _ �u�_ 'v -- — — — — v ., 7� T ° w - W -����F � � _ � - - - a NO U/G MARKIN(,� TL-3 _ _ re GRAU 350 TL-3 8�� � ��' _ _ _ _ _ �, � '� � �X, � �� � — -- - ; � —� — GUY - W- - - GIJY F z � � �� � _� \ * NO U/G M � , � 0/H POW LINES PROP 0/H POW LINES ---- ----� \ ����� ____ __________ � __________'___ PROP 0� 0 1I '� * � m ** � MPO PAE _'_'-' - '�'------ -- ^ � � _ � .- ,_,.. .. PROP POW LINES � 0 H POW LIN� SURFAC ATER I���P�P-�tlt�"GDMMUN CONDUIT P UN- DUIT� ti ��-r�`�•'��-s_ � � � � -- � + 6 '�\ � DENOTES EXCAVATION - � 83. 0 � ToN ' � B�� � � � �� �XIS IN WETLAND WOODS I I� ' 040 Wj sv �� � � WO�DS� 55 5� 0 Lr,-i�� � �`l-TEMP. WORK PAD `- - EXI$ � �EO FAB � _ _ � � ��� HE s � F F DENOTES FILL IN LIMIT OF EXISTING �� � � '- -__ � �� � ���� WETLAND TRANSPORTATION FACILITY � WOOD � ,� _ ` � ,� J+ � � "_- DENOTES HAND 33-1 � � � � � CLEARING Tg ��� � �, � � �DENOTES IMPACTS IN - - J �\ \ N AETTLAND 1� SCALE BATTEN. CHR INE H. * 5 SURFACE WATER � * * � j'�-QO� DB 537 PG 040 C.� �� \S � * * * * * � `NETLAND *� •� * � * DENOTES MECHANIZED %' � \� � �k �K I ��* MECHANIZED CLEARING « . . � CLEARING � MECHANIZED — EXCAVATION IN WETLAND CIEARING IN WETLAND � HAND CLEARING DENOTES TEMPORARY w weT�nNO � SCALE iN wer�nNo � IMPACTS IN SURFACE WATER •ww MARKER NOT / � � 1"=40� SHOWN FOR CIARITY � `WW MAR R NOT . . . . . . . ,�S Wn��S \ �� SHOWN POR�LARITY \ . . . . . . . . _ . . . . . . . . . . ._. _.. . . . ._ . . .. . . . . . . . . ... . . . . . . . . . . . ._�. , . BM " l EL.100.60' I _-_ _,_ BM * 2 EL. l0/.09' --- � ; -EL- STA.10+00.00 OFFSET = 172.1/'LT I - -EL- STA.l6+9/.00 OFFSET = 33'U I i I I _ _ RR SPIKE SET lN BASE OF l8" SWEET GUM _ � L� RR SPIKE SET lN BASE OF 24" SWEET GUM I I I I i _ _ � BEGIN GRADE BEGIN BRIDGE - — END BRIDGE E� _�io so � - - ENG -L- STAelOf80,00 STA.12+3725 i, i i STA,l4f19,75 vc = iaa : i i i -: -L- EL, _ 102,82' _ _�_ __ _ _ � _ K = is� - -- ELo = _. _ V = 5Bm h �i - _ ' i - I_ _--__ l�0 YR l(7,ie15, . . . . . . . . . . . . . . -___-____._ . . .----_______.—_-----r . . . . . . . . . . . . . . . . . I . . I —T----, . . . . . . . . . . . . . . . . . I � � � �v�;v � � �r ; ��a � _ \ � � �O � \ l� --------------- ---�--- IE W' SCALE 1"-40' _ r- ---- ( +)0,423 e ( -J0,8900% __ ___ �-�_ � = -1--' � �� � � � � r��� � TEMP. WORK PAD �`_ SEE SHEET b �„I�_�/ _ .... ..... ..... . w � �Q a � � a a aG Z Z ~ � v�i Q O V U' � a Z r�w Z O O j � V V x d �� Z Z ���� � O vm � � a' w w w w w w ��APPROX.SiRUCTURE � �� � � � N DRAINAGE ? � ? � ? � N � � a � w w PIPE (FT.) 3 p p EXCAVATION = 565 CY N N z > w w � > APPROX.MILLING LlMITS: ,� W w F �, a O O O O O N m o 0 -L- STA10+80 TO SiA 11+90 w LL O � > > Z� N N N W -�- sra i�+oo ro sra ia+oo � � o o Z Z � w o 0 0 0 0 3 �, � O LL � � - - o 0 0 0 0 0 o U # .- .- FT. FT. FT. FT. 15" 18" 24" I FT. FT. -L- 12+14 15' LT 0401 102.71 5.71 I I � 0401 0402 97.60 97.12 26 X I X I X X I 0 11 +00 12+00 13+00 14+00 15+00 16+00 17+00 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 18+00 TEMPORARY IMPACTS IN SURFACE WATER 120 110 � � .� m 6 �}' 'RNJ MARKER NOT 17 BP.4.R.53 PROJECT REFERENCE NO. � DIV4 — BRIDGE 500033 — JOHNSTON COUNTY EXCAVATION SHOWN FOR CLARITY � � IN WET�AN DBO�{ - 500033 � BRITT, WiLLA DEAN UFE EST � �. � � PARKER, IDA FRANCES B, RMNDR , '� WOODS ***.. �* *._ . ww SHEET NO. DB 1925 PG 218 � ;��� ROADwAY DESIGN LB 5 PG 252 CLASS II RIP RAP EMP. WOR PAD � CLASS II RIP RAP * . MECHANIZED CLEARING ENGINEER LB 6 PG 002 W���� �`� ESTl25 TONS �EE�SHEET b .. 33-3 EST 195 TONS _� w WETLAND — EST . SY GEO FAB � O EST 205 SY GEO , FAB � � _ - yNA Zpo� � . B — \ _ 'I .. � 1 �"� NpD � � . AN�ERSON ANOY C W��QS �� -y,- 33—� BpTTEN,CHRISTINE H. � �'�� � � � � ANDERSON�K�ATRINA B SCALE � � T � FlLL IN DB 53�G 040 � � -� \ , � � DB 1734 PC 590 ���=40� �� WETLAND � � PB 52 PG 293 ' LIMIT OF EXISTING �� � .00 � � �, � . � �� ` -BL-2 +40.00 � � TRANSPORTATION FACILITY� _ _ W�UDS r'� EXIS a , �� --. 48'` v, ----- ------- � - _____ � � _ ------� -� _ _ � Y � T � � re __ ______ ____ -� M— _ , � �� • � t� '___' — — _ — � ,. , , � � �, _ � � ---- - - 23.33, �- � > .. . --------�9�rtrt= - - - . � * -* _ -- _ ----- _ _ XI$ � � IE IE y�, - - - r� e �r-c�s-- -- -- - ` `" �__, ; � - --- - �.' ��= 1� -�cti _ , d �_r= < _ -� �_ M, Ir /� _ r � � � - - - - � - - — ��-? ,� . .. �r _ . . _� � — --r� �-�- - =_--.� ��r���v��`'`�' w �-" 3� L-3 --�- ' GRAIt A-TL �, iMaacrs iN � __ � -_ � __ � � �-SAjRFACE WA �n 1�'�-•,U ' � 11' �J- — — � 8:� - , — —�— — F ,� _ — � � �- - _� 8•�� _ - - - o a � ,'x ' � i N lb° 58'i20.0" I ------ N g°4l' 48.0" E o . 'oo _ �, w i�,. � EXI� i Iti�.o a� - � 0 2GI-e L N l0°�8'22.0"E � � k� t dHi o a — I0+00 ___u� 'v __ , � _—. ---- — — �.—�r...�% ... - --� _ _ — — � } � - -TT o W_ _ — -��1 � , — ' ; X,,�. � r �GRAU 350 TL-3 8:l �� - - - - � I�0 U/G Mb1RKINL� TL-3 � � � --- - -� _ e � � ��� , ,� ,�x �� --- - � � � — CuY -- � , x -��''- � �. - w_ _ _ _ --- � C _ - � �-- PaoP oiH aow �iNes' � � Ntl ' �/G M � �-�UY F � PRO 0/H POW LINES .. . _____--' � ' + + + � - _ ..� � ----- PROP 0� 04y-1I '� \ # * • m s* - _____ _____ ______ � __________'___ PROP P,OW LINES * _ _ n MPO PACi� _'____' .. � — , ._ . . � , � ,r 0 H POW LIN� SURFAC ATER PROP-tlt�"GD�IMUN CONDUIT � - y � P -�C(YAMAUN�DUIT� � �T ��-rrh r��_ U __' + 6 WuODS I 1�— ' 0 , � �XI$ _ � 1 TON L B� � � � „� � ES EXCAVATION 83. 0� 40 �p p_ �� � � ,� +45� �0 - �� � - - � 1 IN WETLAND . w/ SY �n'1TEMP. WORK PAD `- EXI$ � �EO FAB � �� � � J� 0'�D5\ $5� � � �� '�sr€,e He s k F F DENOTES FILL IN LIMIT OF EXISTING �� � \ -,__� 6�� 1� ���,.� WETLAND TRANSPORTATION FACILITY � � � --_ � WOOC? ,i�,� � -� _, ,` � � `\ �� \ � DENOTES HAND j � � � > � � CLEARING �33-1 � � � � DENOTES IMPACTS IN - �B�- � � �� � ���� � � �� �ET���o * ' � � � SCALE BATTEN. CHR INE H. i �_ \ SURFACE WATER * * � j°=QO� DB 537 PG 040 G; � ��� . � * * * * * � WETLAND * • * * DENOTES MECHANIZED '- �\^ ' � � ' � * * � ��* � � � CLEARING -- fj� MECHANIZED CLEARING a • + �r �,+� . � MECHANIZED — — — EXCAVATION �� � IN WETLAND � CIEARING IN WETLAND .. � HAND CLEARING DENOTES TEMPORARY w weT�nNO � SCA4E� iN wer�nNo 'RNJ MARKER NOT � IMPACTS IN SURFACE WATER sNOwN Foe c�nRirv ��� � � ��� �--------�� ww Mne�NOr � l\S Wf10�S sNOwN Foa ueirr . . . . . . . . _ . . . . . . . . . . . -. , .-------- _ . . . . . _ . . . . . . . . . . . . _I. , , BM " l EL.100.60' I --- -- BM * 2 EL.101.09' _.-- I ; -EL- STA.10+00.00 OFFSET = 172.1/'LT I - -EL- STA.l6+9/.00 OFFSET = 33'U I i I I _ _ RR SPIKE SET lN BASE OF l8" SWEET GUM _ � L� RR SPIKE SET lN BASE OF 24" SWEET GUM �ZQ I I i _ _ � Pl = 15+00.00 - BEGIN GRADE BEGIN BRIDGE - — END BRIDGE E� = io4.so� — -L— STAelOf80,00 STA.12+3725 i, i i STA,l4f19,75 vc = iaa : i i i —: 110 EL, _ 102,82' _ __ _ _ � _ K = is� - -- _. _ V = 5Bm h �i - _ ' i - . I_ 1C�0 YR . __ ___ r- , — _ _. _ � +)0,4238% � -J0,8900% , lc7,iel5, —___—____._ . . .----_______.—_-----r 3 100 -- i - --�---- . � � � � � I I N�N_ � ; I �r ; �, a �a �,�e � � � " 90 � � � B '� $0 � `-°_ � = -1--' � �� � � � � r��� � TEMP. WORK PAD �`_ SEE SHEET b �„I�_�/ _ .... ..... ..... . w � �Q a � � a a aG Z Z ~ � v�i Q O V U' � a Z r�w Z O O j � V V x d �� Z Z ���� � O vm � � a' w w w w w w ��APPROX.SiRUCTURE � �� � � � N DRAINAGE ? � ? � ? � N � � a � w w PIPE (FT.) 3 p p EXCAVATION = 565 CY N N z > w w � > APPROX.MILLING LlMITS: ,� W w F �, a O O O O O N m o 0 -L- STA10+80 TO SiA 11+90 w LL O � > > Z� N N N W -�- sra i�+oo ro sra ia+oo � � o o Z Z � w o 0 0 0 0 3 �, � O LL � � - - o 0 0 0 0 0 o U # .- .- FT. FT. FT. FT. 15" 18" 24" I FT. FT. � SHEET NO. 4 HYDRP.ULICS ENGINEER ERMIT �RAWING SHEET 2 OF 21 �� I ��� ��z��-$ -- -=------� ----- -------- 1� W' SCALE 1"-40' �e � TEM/RY IMPACTS IN SURFACE WATER : 120 110 Nro o�' N �� 11 + 00 12 + 00 �� 13+00 -L- 12+14 15' LT 0401 102.71 5.71 I I � 0401 0402 97.60 97.12 26 X I X I X X I 0 14+00 15+00 16+00 17+00 PLANS PREPARED BY : R�C �C RUMMEL, KLEPPER 8 KAHL, LLP 900 RIDGEFIELD DRIVE SUITE 350 RALEIGH, NORTH CAROLINA 27609-3960 NC LICENSE NO. F-0172 •(919) 878-9560 18+00 �� .� m c � a . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. �TTI DB04 - 500033 X-1 75 --70 65 60 55 50 45 - 4;0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _ . - - -- _ --- ' _ _ I : ' , . -- i _ - -- - ---- i `;-- I i - - -- ,,, , - -- - -- - _ �— � �- - -. 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REFERENCE NO. SHEET NO. �TTI DB04 - 500033 X-4 75 --70 65 60 55 50 45 - 4;0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _ . - - -- _ _ _ ___ __ _ . ___ __ _ -- - -_. �_�,- — __ _ ___ ___ ' - - - �_ -- , ' �-- _ � ' i � � � , i � _ � , � , —�- _ �� � __ �� � �� ��� ������ � �_ ���,'� : - _ — -. 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REFERENCE NO. SHEET NO. �TTI DB04 - 500033 X-5 75 --70 65 60 55 50 45 - 4;0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _ . - - -- _ _ _ ___ __ _ . ___ __ _ -- - -_. �_�,- — __ _ ___ ___ ' - - - �_ -- , ' �-- _ � ' i � � � , i � _ � , � , —�- _ �, , __ �� � �� ��� ������ � �_ ����,'� : = ERMIT DRAWING — _- — - � _ _. _ � �� �� �� �� , _ _ �_ _ _ � �� ����� �,—�_� ������ � � � � � � � �_ � � � � � _�_�-�-�_____ __ � � � ��� � , - ,� ��� � - --- -- -- — — =- _ _____ - — SHEET I7 OF 2l , � _ _ - __ _ _ �'� � � ��'� ��� '� ��'� ��� � � � �� �� ��'� ��� �� ��'� � �� ��'� ��� '� ��'� ��� � � � �� � ��'� ��� '� ��'� � . _ � � � � � � � � � � _ _ �__ __ ___ — � � � � � � � � � � � � � � � � � _ ___— __ _ _ . __ _ _ �� �� � �� �� �� � �� � �, � � �� �� � �� �� � _ .-- - : � � � � , �. _ __ _ _ --- - _ '�� � �'�� �'� �'�� �� � � �� �'�� �'�� � � �'�� �'� �'�� �� � � �� �'�� �'� �'�� _ __ __ _ _ �� � ��� �� ��� � � ��� �� � ��� ��� �� � � �� �� ��� � ��� _ __ - _ _ - _ _ --- — --- _ __ �� � ��� � ��� �� �� �� ��� �� � �� ��� ��� �� �� � �� __ _ //� i�ii i i�ii i�i i�ii ii i i ii i�ii ii i�ii i i�ii i�i i�ii ii i i ii i�ii i�i i�ii //� _ : : - -- — ---- -- --- ---- -- ----- ---- — - ---- ---- -- ---- ---- -- ---------- � � � �� i i � �� i i i �i i i �� � � �, � �, � �� ' ! _ —_ - _ _ � � i i i � i , ___r- -__ . _. �,-, __ __ ___ ___ _----_ _ _ _ 'ii i i�ii i�i i�ii ii i i ii i�ii ii i�ii i i�ii ii - : _ io5 ���� �� ��� �� � � 0.040 0.040 : - /05 - -- - - - - - -------------- �'� �'� � � � � \ _ �o 0 o _ � . � ---------- 2 - - - �o ��--------------------------------- -- -- - -- - - - - - - ---- — , 102083 --___ °��� I - , ' I i� ___ ; l00 _ _ _ _ _ _ , . l00 _ ,i �.. _. �.__ i. � � � , ����� �- - - � i �� '��,\\`\ ' ' ' � , , � , �� _�_ , i' -_- 95 -------- -- - II I', �---------------------------�5 _ ���i , �, --------------- , _._ . _ - I _ ,, , , - �, ,... � I 'I _ 90 90 _ � �-'� I '� I ', _ __ - - -- -'-- -- - - -- _�_ ____ _ _ _ �- -�- -_- �_-�� Ii � 14+75.00 -- _ _ __ _ -- -- -- _ _�. � --- --- __ _ _ _ , , �; �, _ �; �; , �; , �, ; � --- --- --- _ - - _ _ �; - - -�.� ji� - - - -. _ _ , - --- --- - - � - - - _--_ --- - - -- , , � _ __ _ , , ____ _ -- ----- - -- - ---- -- -- - 0.040 0.040 , l05 /05 _ g5 0� ----------- �- � ---- 2 -------- , , -------------o - _ � ,�-- - - - - - - - - — l02 98 ------- --_____\S6� , _ � , , , ioo ,,- -�� ���� ���� , � �� � ���_ �,, � ioo _ , , i __ , , , , , , - , � , - - - , i , ' �- ,! ,, � ,, , ,` , �_� �' � , i.,_'I �I , I \``\------------------------- 95 ____-95 - - - - ' „ I III II II - - -------------- ,i, , , _ �', � _ I � ' ' 14+50.00 I � _ - _ - �� I ,: 90 __ _ ___ i I � 90 - - �, _,. �i I - - - _ - - _- - - _ - - - - - _ - - - - - - =-r-- - - _T - -- - - -- -- - - --- - - _- - , �ii i ui ii,�ii' .. ; ;. ,.: ,: , I� I _ � � � � �. �� � �� r ,� � � � -� � �_:__ � � � � � � � � � - ii iii ' , :i _ i � �� � ' � � � - _ _ — -- ' _i _ � _ � i � � , , � � _. io5 1 �� 0.030 0.030 L� 2,�, ,� ��� � ��� �� � � � — —;� �� — �� �- io5 ' � �g ° ,,-1- --- - =_ -__ --- =--=_ _-__ °S%i � _ - - - - ' � 1030/6 � � � � , ; _-: ,-� ���, - --- --- - - � - � ioo _ , ,_ __ ,\ : ---- ___; -- , _ ioo , ___ � � - -- - ----- �, , _ _ - - - -- -- - ---- - ---- -- - ; , , _ _ . __ _ _ ._ __ - .___ __ __ ___ , _ , . . � �� -- - _ � --- --'-'- --'-''-' � . . . . . . . . . � � � I i . . . . � \ . . .. . . . . . . 95 /�-- ��� � -�----------- - - - - - - -,, ------------------- -95 „ , , ------------------------ , - --- -- - - --- - ----- - � - _. __ . __._ _ , _ � _ 'I - - - - - 90 _ - - - _ _ __ __ --T 90 14+25.00 � � � � � � � �� �� � � � �� � �� �� � � - - -- - �� � �� , - - - 85 �-- �-- ,-- _� --_�� - --��- -�_� �_� _��- _�� -�.----�� ---- I --- - --- - -- - - -- -- -- _. 85 � � � � � ' il � � � � � � : ' , ' ---- - ----- - � _L_ : _ 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 0 5 10 J5 20 25 30 35 40 45 50 55 60 65 70 75 c � a T� F. � � � - I� fi, �� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 2.5 5 PRO1. REFERENCE NO. SHEET NO. �TTI DB04 - 500033 X-6 75 --70 65 60 55 50 45 - 4;0 35 30 25 20 15 10 5 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 _ . - - -- _ _ ___ __ _ . ___ __ _ -- - -_. �_�,- - __ _ ___ ___ ' - - - �_ -- , ' �-- _ � ' i � � � , i � _ - —'-- _ - _ - - ___ �- � �_ _ _ „ � , � , - � ��i� - - -- � - �-_- �_ _ _ - _ ---_ _ , _ __- -� --__ _ � ___ _ _ _� _ ,I , �' � � � �_� � �_� �_� �_� �_� �_� �_�_�-� � � �_�-� � _�-c�-�_ �_�-�_�-� _ , � �, � � ,, - �__ __-_____ ERMIT DRAWING ��,�� �� , �� ��� �- -� � � � � � � I� ,,�,, ,�.�,, � �,�,_� — -- _ _ '� � __ iio , � � � _� �, , '-� ��� � SHEET 18 OF 21 iro � � �� � �� � � � � � � � � - _� _ _ _ ' ,'� � � � � � � �'�� � �'�� �� ��� �� � � �� ��� �� ��� � ��� �� ��� �� � � �� ��� � — _ __ _ _-- - _ --- -- __ __ __ _ � _ � � � � � � � � �_ �� � �, � , , �_ - __ _ __ �� � � � � � � � �� � � � � � � � � �, _ : io.s - '� � �'� � �'� � � � � � � � � � � � � � � � - 3 0 � 0. 040 0. 040 - - �� ios ��� � ���,� ��� ���,� ��, � � ��, ���,� ��� � �____ -:- �.: ---------- _- - 3/ _- ------ _ , �, � �, �, , , ,�__ _ - , ,,: - _ _ ___ : _ _ _ '�' � � � � � � � � ; ---- - � � � � � � � � ____--- -------------- _ ioo � � � � � � . 102042 ---_ ioo _ _ , _ ��---- ___ _ __ ___ -- , _ _ _ ,, _ --_ - -�: - - __- - -�_ - ---_ - � -- - � - - � , , �, , � �� � � , , � ' - - - - _ - -- - - _ ,- - � � �,_, , -____ _ _ / _ _ -,--- - - �� � � _ � _ , , I I � � � ,_ ,, � -_ -�_,_�_ , � � �_ - - -- -� 95 �'�� � . � : � � ��� �'� ��� � _'-' ' _ --- 95 ------ � � _ _______- �� ---------------- _ � - � 15 + 75.00 ''� --_ _ :- ---- : _- _ � ---- _ _ __ - __ __ _ _ -- --- _ _____ __ ;-- ___ ,-; --- - -- - '�� ��� ''�� ��� � �� � �� � � � �, , � �' �'�� �'� '� �'�� � � � � �'� � �'�� �'� '�� �'�� � '�� _ _ _ _ , , �, ��, � � � � � � � � � - � � � � � � � � � � � � ___ --�� _ _ _____ - -- - - - - - _ - �111t� ,�,� 1t�-h1ltl-, � , - - - - � � �� � � �� �� � �� � � � � �, ,� , --- -- - ----- -- -- - - , � -- -- - - ' ios - 3al 0.040 0.040 ' iiii__.i_ii ii .i_ii ; ro5 - - - . � --- - -3/ �---- , �� � � -------- , � -- -- - -- - -- - ---- � ________-------------------- _ , �oo - 95 - � /05 - /00 95 90 102036 , _ _ _ ,�— --___ _ _ , �oo , , --___ _, � � , I I � __ - - ��� ' i ' -'---_ � il II�, �, �, � � � -___ � � __ ---------� ---� _ _j��'� _--__ _ _ _-- __-_ , ' -�-�--_- - �=i�� �'�� � 15+50.00 I�,- _ : _95 -- _ , _ _ — _ -- 1 � � � ._� � 1 _�_ �--1 _ _ �-_� _ _ _ , �,_�. _ � �_ ------- _ _ _ , , �; �, _ �; �; , �; , , --- _ _ _ _ - - - � � - - �-� � i , , � - _ _ --- _.. _ � . , �, - _ _ -- - ; _ �; , -- - : - - - - - - - - - - - - - � ' ios 255 I o.040 ---- 0.040 _ �; - II � ---------- - - - - - -------------------------------- ,. , 102049 --- _ ,, -___ , ioo � ,-- � ���� �� -- �— - — ___ ' ' � —' --_ i� _ _ �—' '� I I! 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