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HomeMy WebLinkAbout19951057 Ver 1_COMPLETE FILE_19950110State of North Carolina Department of Environment, Health and Natural Resources Division of Environmental Management James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A, Preston Howard, Jr., P.E., Director APPROVAL of 401 Water Quality Certification Mr. Eric Tillett Tillett Development Company 6729 Falls of the Neuse Raleigh, N.C. 27615 Dear Mr. Tillett: A74* E) EHNR October 5, 1995 Wake County DEM Project # 951057 You have our approval to place fill material in 0.37 acres of wetlands or waters for the purpose of constructing a sanitary sewer interceptor south of SR 1301 along Middle Creek, as you described in your application dated 1 October 1995. After reviewing your application, we have decided that this fill is covered by General Water Quality Certification Number 3022. This certification allows you to use Nationwide Permit Number 12 when it is issued by the Corps of Engineers. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and you may be required to send us a new application. For this approval to be valid, you must follow the conditions listed in the attached certification. In addition, you should get any other federal, state or local permits before you go ahead with your project. If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing. This letter completes the review of the Division of Environmental Management under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Sincerely, A. Pres n Howard, Jr. P.E. Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DEM Regional Office Mr. John Domey Central Files Kevin Martin; Soil and Environmental Consultants 951057.1tr P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone 919-733-7015 FAX 919-733-2496 An Equal opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper Soil & Environmental Consultants, Inc. 244 West Millbrook Road ¦ Raleigh, North Carolina 27609 ¦ (9l 9) 816-5900 ¦ Fax (919) 846-9467 October 1, 1995 NCDEH&NR - DEM Attn: Mr. John Dorney 4401 Reedy Creek Road Raleigh, NC 27607 Dear Mr. Alsmeyer and Mr. D'Rosa: US Army Corps of Engine _m Attn: Mr. Brandon D'Ros i 6512 Falls of the Neuse R e 105 Raleigh, NC 27615-6846 ii (lCT - `? 1995 The purpose of this letter is to request a Nationwide Permit 12, and a Section 401 Water Quality Certification for the project known as Middle Creek Interceptor. The project, owned by Tillett Development Company, Inc., is located near Holly Springs, NC (Wake County). The site is shown on the enclosed plans, and Apex, N.C., USGS Topo Quad vicinity map. It will be necessary to impact 0.37 acres (see map) of jurisdictional wetlands below headwaters for the placement of the proposed sewerline. Wetlands within the floodplain of Middle Creek are classified as bottomland hardwood forests. See enclosed impact table and impact key for locations, sizes, and types of wetlands that are to be impacted. Impacts are shown in detail on attached maps and grade plans. The following individuals/ agencies have been provided with a complete copy of this entire application package: Danny Smith (DEM) and Wilmington Corps (Chief of Regulatory Branch). Please call if you have questions or require further information. If you intend to perform a site visit please call and we will arrange for someone to accompany you. cerel , Christopher Huysman, Kevin C. Martin, Biologist President cc: (with enclosures) Chief of Regulatory Branch, Wilmington Corps Danny Smith, DEM Raleigh Regional Office Soil/Site Evaluation ¦ Mapping and Physical Analvsis ¦ Wetlands Mapping and Mitigation ¦ Environmental Audits ()n Site Waste 'treatment',vtitom, Fvaln,itiw, „,,i I?,•?.,???, • DEM ID: ACTION ID: Nationwide Permit Requested (Provide Nationwide Permit #): 12 JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers Nationwide permits that require application for Section 401 certification WILMINGTON DISTRICT ENGINEER CORPS OF ENGINEERS DEPARTMENT OF THE ARMY P.O. Box 1890 Wilmington, NC 28402-1890 ATTN: CESAW-CO-E Telephone (919) 2514511 WATER QUALITY PLANNING DIVISION OF ENVIRONMENTAL MANAGEMENT NC DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES 4401 Reedy Creek Road Raleigh, NC 27607 ATTN: MR. JOHN DORNEY Telephone (919) 733-1786 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: TILLETT DEVELOPMENT COMPANY, ATTN: ERIC TILLETT 2. Owners Address: 6729 FALLS OF THE NEUSE, RALEIGH NC 27615 3. Owners Phone Number (Home): (Work): 919-676-1857 4. If Applicable: Agent's name or responsible corporate official, address, phone number: SOIL AND ENVIRONMENTAL CONSULTANTS Ph: 919/846-5900 244 W. MILLBROOK ROAD RALEIGH, NC 27609 5. Location of work (MUST ATTACH MAP). County: WAKE COUNTY, NC Nearest Town or City: HOLLY SPRINGS, NC Specific Location (Include road numbers, landmarks, etc.): NORTH OF SR 1152 AND SOUTH OF SR 1301 ALONG MIDDLE CREEK. AS PER ATTACHED APEX, NC, USGS TOPO QUAD, AND PLANS 6. Name of Closest Stream/River: MIDDLE CREEK 7. River Basin: NEUSE RIVER BASIN 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WSI, or WS II? YES( ) NO(X) 9. Have any Section 404 permits been previously requested for use on this property? YES ( ) NO ( X ) If yes, explain. 10. Estimated total number of acres of waters of the U.S. including wetlands, located on project site: + 30 WITHIN FLOOD PLAIN OF MIDDLE CREEK 11. Number of acres of waters of the U.S. including wetlands, impacted by the proposed project: NW12 Filled: Drained: Flooded: Excavated: 0.37 ACRES Total Impacted: 0.37 ACRES OC:T-02-1995 08 13 TILLETT DEVELOPMENT 919 676 9296 P.BZ 12. Description of proposed work (Attach MANS¦ 5 I/x X 11" draws W ontyj: CONSTRUCTION of PROPOSED SANITARY SEWER iNTERCEPPOR POR EXISTING RESIDENTIAL DEVELOPMENT 13. Purpose of proposed work CONSTRUCTION OF SANITARY SEWER FOR EXISTING RESIDENTIAL DEVELOPMENT 14. State reasons why the applicant believes that this activity must be car=ted out in w¢tiands- Also, note measurer taken to mtadmias wetland impacts. SEWER CONSTRUCTED TO MINIMEZE IMPACTS ADJACENT TO/ AND BELOW REAVW ATERS 15. You arc required to contact the US. Fish and W"de Saviae (USFWS) and/or National Marme Fisheries Service (NMM reprdittg the presence or any Federally listed or proposed for listing endangered or threatened species or critical habitat in the permit am that may be affected by the proposed project. Have you dow so? YES ( ) NO ( X ) NATIONWIDE 12 ONLY (NOT REQUIRED) RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You am required to contact the State Historic PreservaUcia Officer (SHPO) Tvgardmg the presence of historic properties in the pen out area which may be affected by the p vpcteed project? HAve you dome so? YES ( ) NO ( X ) NATIONWIDE 12 ONLY (NOT REQUIRED) RESPONSE FROM THE 51*0 SHOULD BE FORWARDED TO CORPS. 17. Additional infonination required by DBM: A. Wetland delis cation trap showing all wetlands, stremw, and lakes on. the property. S. If available, repeeserttative photograph of wetlands to be impacted by project. C. If delineation was performed by a coroukastt, include all data sheets relevant to the placement of dellmatim litre. D. U a stormwater managemew plan is required fir this protect, attach copy. E. What is land use of surrounding property? FOREMD AND RESIDENTIAL F. If applicable, what is proposed method of sewage dtsposaI7 SANITARY SEWER Owriet's Signature Dar.? T(7Th-' EF-2`J-lyy? 1-) •014 11LLL I ULvLLUr iILIA I JiJ brb -), A, r . . TO BE COMPLEM BY CURRENT PROPERTY OWNEp, - NO EXCEPTIONS - Names kW7 t Addmw fal Add:am R Phone: r27?Q It 7 Date: _ -o)1- <?F2_ The Depaetanettt of the Amy US. Army Corps of HaShamm WilmingtM District PO BOX 1s" Wi ndngum NC 2KM Attn: Q?°dV Field Offioe: -`'"Lt_ Re: WedAnds R latad C MMUltiPg and Pennta g To Whom It May cooomi.- I, the current gMpoft mm a, bereby des a and authorv a sag and Patvfrarmutal Comubu ts, Inc, to act in my behalf as my agent to the prop nbg of permit applicaUOM, W furnish Yapon request anppy=w tal W&MEtWU M Support Of appli??ttc , ebc. fiVM this derv fv:ward, This the day of / y2S TI& rwhfimt1on supenedes =W Perks camwpandw,ce dmwwzd% the a&mt tar this Pmt Arbi`Crvo(< l?soc? 1-00 mess Name: cc: Mr. John Dorney N.C. went of M1 & M Divwm of am. b%t, MM Rak*k NC VW7 Mr. Kevin C. Martin Soil and ftwh =ftt al Consuliante, Im. (flli 1 UPI Delineation Performed by: Soil and Environmental Consultants, Inc. 244 W. Millbrook Road Raleigh, NC 27609 Ph: 919/846-5900 DATA FORM ROUTINE WETLAND DETERMINATION (1987 OE Wetlands Delineation Manual Project/Site:?'\\ ? C?,/e2 \W7 Date: ,=\- a? ^ ?S Applicant/Owner..Ti ?? C= CT TD t1r . CD - County: Investigabcm State: 112)( Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (If needed, explain on reverse.) Yes No Community ID: Yes No Transect ID: Yes No Plot ID: VEGETATION Dominant Plant Species Stratum Indicator 1c of kx:js F kcx adG' !??IL-Q 2 LA T 3. r? V\ rrsrl 4. 5 l-_ FC1 L V 7. 8. --6- ( r Dominant Plant Species Stratum Indicator 9. 11. 12- 13. 14. 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). Remarks: HXDROLOGY Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Aerial Photographs Other No Recorded Data Available Field Observations: n I /? Depth to Surface Water__!V, \ (in.) Depth to Free Water in Pit..— --(in.) Depth to Saturated Soil:-___ _ - __(in.) Wetland Hydrology Indicators: Primary Indicators: Inundated V turated in Upper 12 inches ater rift diment Deposits Drainage Patterns in Wetlands Secondary Indicators (2 or more required): -0b oxidized Root Channels in upper 12 inches -water-Stained Leaves Local Soil Survey Data FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Drainage Class: f _ y?T P C? G Field Observations Taxonomy(Subgroup): \L ??UV ?/?D1L Confirm Mapped Ty F? Yes No \ VJ l 1, won Profile Description: Depth Matrix Color Mottle Colors Mottle Texture Concreti ins. Horizon Munsell Moist ejs e) \j fp== S R? Soil Indicators: (Munse11 Moist) Abundance /Contrast ons, Structure etc. f(Av?CI ?P? , MHistosol -N Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soil Sulfidic Odor Organic Streaking in Sandy Soils Aquic Moisture Regime Listed on Local Hydric Soils List Reducing Conditions Listed on National Hydric Soils List Gleyed or Low-Chroma Colors Other (Explain in Remarks) Remarks: Wetland Determination Hydrophytic Vegetation Present? Yes No (Circle) Wetland Hydrology Present? Yes No Hydric Soils Present? Yes No Is this Sampling Point Within a Wetland? (Cir Y" Remarks: (04 Delineation Performed by: Soil and Environmental Consultants, Inc. 244 W. Millbrook Road Raleigh, NC 27609 Ph: 919/846-5900 DATA FORM ROUTINE WETLAND DETERMINATION , (1 7 CA Wetl ds Delineation Manual) Project/Site: Date: Applicant/ Owner. 1 County: Investigator. State: Do Normal Circumstances exist on the site? Is the site significantly disturbed (Atypical Situation)? Is the area a potential Problem Area? (If needed, explain on reverse.) f0 6 Dominant Plant Species Stratum Indicator V. Yes No Community ID: Yes No Transect ID: Yes No Plot ID: 7. 8. 11. 12 13. 14. 15. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). Remarks: 1 oby. Recorded Data (Describe in Remarks): Stream, Lake, or Tide Gauge Her Aerial Photographs Other Recorded Data Available Field Obs ations: De fh 6urface Water: I Depth to Free Water in Pit-t--6---(in.) Depth to Saturated SoiL• -? 8--(in.) Remarks: Wetland Hydrology Indicators: Primary Indicators: ? p ,gyA 0 Inundated ? Saturated in Upper 12 inches Water Marks 7- Lines Drift = \ __ %ediment Deposits ??/ Drainage Patterns in Wetlands Secondar clicators (2 or more required): !/ Oxidized Root Channels in /upper 12 inches ?/ c Water-Stained Leaves __ Local Soil Survey Data __ FAC-Neutral Test ( __ _Other (Explain in Remarks) VEGETATION SOILS Map Unit Name) w_F, Series and i'hase : --W\iqn ___ Drauinge Cln.;s:_ I'nxonomy(SuUgroup): c" *ld Observations -- - nfirm Mapped Type? 'e No Profile Description: Depth Matrix Color 1 1-11 n7on (Munsell Mist Mottle Colors Mottle (Munsell Moist) Abundance/Contrast Texture, Concretions, Mr etc. L Hydric Soil Indicators: Histosol "'Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soil Sulfidic Odor Organic Streaking in Sandy Soils _p?Aquic Moisture Regime Listed on Local Hydric Soils List NAZeducing Conditions Listed on National Hydric Soils List --Oleyed or Low-Chrome Colors Other (Explain in Remarks) Remarks: Wetland Determination Hydrophytic Vegetation Present? Kes? No (Circle) Is this Sampling Point Within a Wetland? Wetland Hydrology Present? No Hydric Soils Present? No /Yep No Remarks: Gli I I / ? o J ?- , Feltonvllle j r130 ? >? I I / P. 59 r? `1 / I '? 1 ! r II I I J) I u, i I ? J7?, 3,6 l ? D. f 1 4300 railer Park V 1 1\pa J,L, .r 50- -? '! - :? Ili j 1 u f 1. '?• .ii v ? ?• ?\\ ??-- " _ . TI J (? 1 VICINITY MAP APPROXIMATE ROUTE OF MIDDLE CREEK INTERCEPTOR A 1 APEX, N.C., U.S.G.S. TOPO. QUAD SCALE 1:24 000 IMPACT TABLE: MIDDLE CREEK SEWER INTERCEPTOR IMPACT ID FLAG #S IMPACT SQFT WETLAND TYPE A 01 120 CH B 02-05 620 BHW C 06-10 800 BHW D 16-18 400 BHW E 19 120 CH F 21-22 495 BHW G 26-28 300 CH H 30-40 140 BHW I 32-37 600 BHW 1 37-39 120 BHW K 41-44 495 BHW L 46-49 1000 BHW M 50 120 CH N 51 400 CH O 52-54 720 CH P 55 100 BHW Q 56 280 CH R 58-61 2100 SW P S 66-67 400 BHW T 68 120 CH U 69 240 CH V 70-73 800 BHW W 74 120 CH X 75 645 CH Y 76-80 425 BHW Z 81-82 645 CH AA 83-88 600 BHW BB 89-92 1000 BHW CC 93 120 CH DD 94 400 CH EE 95-98 1050 BHW FF 99 800 CH TOTAL IMPACT 16295 SQFT OR 0.374 ACRES BHW BOTTOMLAND HARDWOODS CH CHANNELS SWP BEAVER SWAMP K MIDDLE ("'REEK INTER(TprI,OR ? • 6a0 L ?r I1 \ ALBERT & MARGARET FLINTOM \ D.B.2920-306 i \ WILBUR & VIOLET PIERCE D.B.2831-508 X80\ Q 53+92.51 C` \s MA ? • NT \ M.H. STA 11+91.30 l? M. H. A 31+50.34 \ YS ----._ S [7 SHEE 5 \ } Pool 0 00 \ o ° RUBY RANSDELL M.H STA 21+88 83 S 0 f? ?\ D.B.1068-477 FF?2 0 m \ o ?/•?!) 0 WATSON ADCOCK WATSON & WI(LA ADCOCK D.B.2405-133 >- U.B. 1583-588 QN ?? 0+00 CREEK INT c> 6 i o IA 1'.t3 1995 492 Y M.H. STA 99+80.34 1 I3 ? -jp^.H. STA 85+18.51 M.H. STA 76+64.32 - EUGENE & BERTHA JONES P.B. 1979-56 D.B. 1827-63 POWER LINE nvo. M.H. STA 63+50.44 BERNARD & MRGINA MCLEOD D.B. 1670-283 r ?'- E'a_SfM NT ?? M.w 53+92.51 .V V M.H. STA 44+85.23 M.H. STA 42+89.41 -? M.H. A t3l?34 RUBY RANSDELL D. B.1068-477 a 4 O x C7 z a a x 0 Q 0 f-- J Q a Q -VJE? EF?S? 24° CMP 2 BRIDGE WITH WING WALLS ' -- N LK DP? It' r - -- oa sF 50°37'0 N 05 MH STA: 0lo7a.00 f TEMPofz-Az-lf conlsrRtac-flon! E?-t f?ZANG? (5 vE(All-) No (G MIr7DLE Ge?EK o?T?a>? Gor1 (2pGrolz "fo ea TALK Zo" 1 P SA?J. 6?WEfL LIME C S I-F, 4VI s fEE?. F?lGAS ENT PIPES o. so " -rH IGK). GLOSS FADS o? ZI?I?V? WITH f3fzIGK N(A?,c2r4tLy. F947VIVE Z" PvG DI?.ItJ oN Lok! 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I ?Iiil?i? j I I I I I I I a i,. {. ..' .,._ I. , 1.- 7 ...?. i.,..!..?..I t...; .... , _ t... ? _j?, .?...? ..... _ ,.., _ ?. ?.•?? .._. I ?.. I....?. .wi ? _!.._' t.. t..._.i... I I ? II i ! Ir ! ! ?• ?I ?? I i? I -?--+ +--•- i---•__- r'_'"-., V I ? ??. ? 1 I I I it ? I I I I ? I I I I J! ?? i Ii I I I I! ' ! ? ? ?'? I ? I I li ' ! , 1 , ? 1 ? I I1 I ^ ? ' ' ? I I ? ?I ? I I • ' ! I I q I I 1 I v, I I ? I ' I I , ' I I 1 ? ? I ,? l i 1? I I' I 11 I I I ,I 1 i I I I I I i I !I I ? .I II ? ? I I II i 1 1 1 'I I- I i I II II ! II 1 .I. III I I ; I i i ,I I IIn.{ Kl , i I I I I ?I i l l l l l ? l i I 'I I I I l I I I 1 •? I! 1 I ?OI! ?tl I I I I I I t I 4-4- ?TT ?.. I I I! ? ! ?I I ', I C I I I, I I I '' j ? I I-I I I i I i j i i l ?I ? i i I 1 { I I I I I I I t I I I I I I I I i, . 1 1 I 113 I! I I I I I! i i ! I? l I i I i ? i! I I 11 I I I?? I ?? ? I I I l I ?. I j t i I i I I ? I? V I I I I I ! I l i i l i ', " 1111' I II I I I ? i .I ? 'i ! I? 1 I I I I i I !! j I ? I I _,._.?_ fi l l i.'•t_.-l.?.l-_ , I i t ? ' I' ' I I '? ' I? J ? I' j f? ? '' I ? I I I , I i i I 1 I I 11 I !? ' I I I, 'I i l l 1I{N1?I{I I! I , ? I ' I I I I1III I I 1 1 l i. ; ,? ! I I I I I I I i i f I ? I C I I- I i 1 I i I ? ?, t i !? 1 i 4 1 , I I I i i i I; { I I ! 1 t l I i i i t"t I I ? I?' I I I I' I I I I I I? I I I I I i I I I? I' j ?' I i i I' I I i I I I I I j ! I. i I I I 1 1 -? I 1 1 1 I I l I I 1 i I I? i; I I I li 1..1{ i?{ I I 1 I I I i I I ?Q I I ', , I •i.-.?--•?--•I-....?_ -J-•-44.? 4-.1?. ..-k-•..{.«..??L_.,, _44 ....j. ...J.-771',. I I -•{I , .'?•.'?'"..}._.1. ..}.. 1.. ..- ...+_ ..?..-1• ' I« I I I i i I ? I I I i ?! li 7 1 dill! ,ilf `li ,,I! ?? , { ! Il?i?{li?l II iIIII ?; I !,?I I 1 1 I ', i i l I , I I 'I ! i I I I? ? ! I II I I I Y I •i I I l i l I II I I I I i I I ; i V I I I ?. I I' I I, Y i I J I I I I I II II',II I 1 IiI i -" i I 1 I I?I ?I!'{? I ? ? 111 ? I II Ii I I II I I I I I t I + I I I I )_.. s v 41" STA 21 4 88.83 . -r.R•M• ??• 3Z?.3B ?•?. sPl? ?r?! z '?8•M. ?L? 3Z3.cot ?..e splK? 1?1 It 71- 7 i 1 I I? I i i ,I i ? !? ? I ??III---- - - I? IIIIIII?I 1'111! !?!I ?''I , ! ? ( ,I?I??? I ' ? + I_?___?__.1_.-;_?_' . ?. ': __a___.-r--?--?--? ? • ? -?--?-*- ?--'-?--`-?__. _.__{------1--11 ' I Coe- GK-C2 Co = ? •• L n.M ?L ?z3.?1 >?.? silt IN ?8" Rep oek sTA I4? lz , 7i' RT. I ? III I I I_ ,I I t I I 1 ! i i??? I I I I I I I I i! I i l j l I, i t ? 1 I 111 I, I i i ?? I I i I I? I I i`? ?i '? I I? I !I ? I? ii ( i I I I I , I : I I I I I ? .-+ Y l i ? i I , I I I! ? i ?I ' I I I ' ob ? I l? l i I ? I 1i j ? I I j l ? i l l??? I I! E I I' i i I? I I I I I i ?? l' I I j I i i !- I I ? I I I 3 II '? E t I I I I II 1 I I I, I .I I ? ?• I i?? I? I i ? l I I L .I i ?? ? I?? i E° i I I I I - - I Ii!IL? ??I ?i I'•?!lill?l?iilllli4l? ? ? I j?L;j, ? - - : t I I 1 : ' I I. I I I. ?.. I I I I I I I_ I I I I I ._ . CJa74i <+ c?? !Ri 11 I ?. I j I i I ,k? l ?? I I I? , t I I I I 11 I ; { I , - -- -- : I ? uM ?,? 1-_?- 1 - I j I I : I _ I I I I ,, I I I - - ?I .I, { ?II I I II I ?I II I_ ~ _ I : I I I?? I I? I !?. I _?-- : I ' 1 I I ? I ' ? I ? j I j i; I I I. I i + I I I i t ? I I I I iK? I i? I? I I 'I -? I I I i I ? i? j I ! I I I I - I ? I ;III ?? -? I I i ? -- _ _- _ _ I II ill II I•, I I " I I I I I i I I :, I ! I ? ?: I I I : I I I I 1 I I 1 ?? ? I I I 1 ? I 1! I I I I I I I I ', I I ! i l ? ? I I i _ F I! l i r l I ? I t i I : - --- - I I I i? l 1 I III I I i I l I I II I I ,, II ?II!i I I ( II hill I HI I I' I } I : i I ? , I I I . - - I- I I I?I ?. II!III!III v N ?'? 21P RAP vSo=Co'' r- _ \ ? 50 9,58?w ? ? S'fiz?AM G?551t?1G GL . ' I ' R.I P RAP D' = 173, MH STA:24+ .76 QL u1 I li 1 I ! ? I I I ' r 10 i cn Sze i " I .}._r{ ...J.., off ..4. { --v . .? ,t .. ,?....j .?__.?.??., ,..?... .?..,_. i 4- L..,. ...i .., i , ., ..1. ._.,j...? 4... #. ..?. ._.j •1- _ I ,,..t. a i...... I. ?.... ?... I __ .. } I . }. i 1' ' h ? I I I I I , , i 1H I ! I I} I I I II I I I ',I 1 II III?_4i?1. r-44- - -?-?- -4-4-4- I! I c, I, a l i l I ' I ILL I ?I jll i Ijlit l' I '', I I I ! j! I I I i j 1 4 I I ' i ? l i ?I I j I I I ? ? I I I I I lilill? II 4-4..._.1- 1 _ I ? I I I?I?Ijli Ilill? 'tail, I I I it li I 1 ' I I i ,..._. ,..« i I ? i I ' 1 1il',I I II I I I i I i. i i I i I I i ? i I j ? {- I t i{ i ! ? ? I ? C I{I I ? ? _f. I I II 11 t _ __ __ - I I I I? I ! I jll,jl -- III?I 1 I i I I I t I I? I I I I ?I _ i 4- ?i?' 11 I?I / GIL- - FEt-16-e TYPic-A, - ) i MH STA: 27+58.06 - / E D ? GQn55tti1? LIP RAP !, 1 ..r....1 r _. ? I I --may-- r - 4 a 017 60 P _ST 3` TEt -r-f i I 1 ' ICI I I, I I I 1 I? 1 i I i I I j l 1, I l j I, I I , I t- 11I41 ,I i I L?! i I Iii I I+ IIiI1 i -. I I I I I?? I I I! i I I! 1? ? I !! I I i j ! j I s ' I I I ' II, I 1 f '' ? I?I i I 1 I jll 'I S 0'I }- I I ? I I I I `+I - i I ,.II,,., 1II- ? II i,?ll,,l, 111 ti?111 /I 1 ? 1fi l?,l 1 I I I I i I j i I I 1 I j ' I I I 1 I ( I I i li I II I, I, 'I I; i; I I I; I i I I j I I I I?? , I I I i,; 1 1 ' I , I I? 1 i I i i 1 I I ? I I I illi'I I I , I I ?I I i I I ! I I I ! ? ? I I I I I I I I 'I 11 II I j l' 'I ? i, ?I I; I? I I I I j i'1 I. ! I 'I ! ?I I I I 1? 1 I, ' I, ? i l l l ?j i I ? I ', I I I I( I ( 1 1 1 1 1 I I I 1 I I I i l; 'I ( I j 4 1 I I I I ' I I l i l' I i I I I; I!' I I I I !' I I» I ? I _ i I_ i i I I I ? I I I I I. _I I' II I I? I I I !? I I I ,I I I I I I' I I I I I I I I I I I I{ I ' i l j I l j II I I I I I ? I I I I I I I II it I I I I I I! I I i I I I ? ? ? I I I I I. ? I I i I ', I; i I I i I I, 'I , II? i ? l i I i 1 I? I ! I ?i i l l l I II I I i l l i l II . TOP CREEK BANK (tyP) -? / S8415? W MH STA: 33+ 1.32 R 5 / MH STA: 34+65.38 SEWER PROFILE LINE (typ) natj 6L'8' SIP 9AP DSo= !lQ i . I I 1 , L ? ? 1 I -330 r I i` i r ( I i ?' 11T 11 i i VL t ", I i I I i ?I I I ! i I I i III E ? i { 1 ? I it li ?? I I I i l i i jig Ili I l? iN ? I ?,`' ? lY I j{II 1 1?1?;', j t I I I + ? + I ? ? I I . ' i II F?-i4?-. ? ' ! ? 1 i i i i I I I I I i iQ 71+ ,I,II t I I I I i i ' I - 1 I I _ j I • ' i •f I t, .? v EDGE of EA6eME-t-.T G •• T \ G VAM 6,C-14r IF-IF' RAP Dyo &" 'WOODED' ?? 6 r 06 \ /J +86.62 / SEWER PROFILE LINE (ty MH STA: 41+28.81 ?r ?}' 24? 'T •i r r I I 1u??1rr 1- I -! 1 I? 'I I ? I _ ? i I 1 i 11 1 i j??,j- - jii11!j i + ? 1!I I; J1l 'k 4.4 j - +-4+ ...t. i.__ •? Y r , i I I I l i , ??? I I I I 1 1 'I j! ?, I I? 1, i ' ?? •, i;! I? i 1 , i1 , i i 1 II ? i j? T I, .; i ; i I i , I i !. l ii ?'I 1 i l j 'i I' i 1? 1 1 1 ! 11 j 1' 11 I .' I' I f ? I I 1 I I ' ' ! { I I '! fi 1 1 1 1! j i t (? III, I I i i i I 11 I I I I ? I j i i I I i i ! I I i_ {. _..? il I , ji ! II 1 ' 1 1 ! i ?I !t1 'I II 1 i I I ', I 1 1 i ! ; I III?? II l ? IN Id" I j I i I 1? !M i ?? I i7 Z 1 1 Ii i{!i 1 I I I I!! it I 1 I 1;11 ! II I!Iij ,liII11 1i1 II 1. I I 1 I j I '. l j I+ , III ! -1 , i I I ? 1' I 1 I ! I I ?'II!Ii.. I I 1 , I tI` I i l ?1 III ;IIf-{0 I IN 1 ?,lillq 1 i jIII I I I I I 1 I I Iiill?il+ li illlliill 1!I?i1 -I i1il{?Il?; i??l !I I '1. I ,' ''•1i jlll?! ii'? 1 i ? I I I 1 I I, ! i! I i t l I i?i 1! I'? I,? 11 III, i! I?II? I'!1 • 511-T FE?1GE a.l_vr SI-T C,HF-& - 17" &L. '8' !Zt P R? ?Sa ° do " / a / (0-1 / MH STA: 47+57 ?7 TOP CREEK BANK (tYP) ci / ?ah 0 / N52 56'24"W / F- " z / w >' ? MH STA: 46+41.02 w -ir cn _ . • < Q CL N w O W M V) Q i ? SYr i 5},\' ` shy} r .i I I i I I I ' . p I I i I ? i i F• -} -? 1 i I ? I I' I i 11 I V-i I II! I ii{ I I ! i• I II j ? ; I i I I, I! II ?11 ? I? II ! ' • I i I I ?' I I ?' I I? 19 1 I, ? ? I I? 1 1 1 .I ? i I + 1 I i 1 I ' 1 1 ! _ ?' I I I ?' I I 11 ;!? i I i 1 I i i I I i 11 7 ,7 ?j I I 'I I ', ? I I. I ?I. '1 I ??? •1 i j i i; 'I I I Ij I I j I. I 1 I ? I ? I I I I ' I ? ? i t l i ' I I I I I I 1 I i? + ; I I II ?I I I I I i ?,I !? I I I I l ?+ I Ij f' 11 I I 1? _I II I? 'f I ? ? I I I' ? ii Ii'.. a_..... i.. l I I ?• I ? ?^ 'I i I I I 1 -71 i ; 1 ?' I ?I I i I I I ? I I ,I I I II I II - - ?_ -I 1' , I I I I- I I I, !I ' I •,I {' I, 1 i? i J i I +' i I 9 11 -- - I I I i ,I i I' ? I? I•' I I i I j II I i I ? I I j' i I I j I ' {I I}-- '_' ? __ - 11 I ? I I ,I t I 1 I it ? I I 1 I ? ? I ? I I ?i ' I I r. I• I I I I I i ? i ? ? I I ? ' ?r nn _ W V ? vF of >~p,S>~MEn1T DED' ' --? MH ;TA: 50+65.09 U? / HF,GK l7AN( GL I FZIP RAP PSo=13" N55°16'3 r. Y ..,.. , 7-1 1 ? I I I j f I II ?i I I I I; I •I I -l? - - -- I I i I I I i I i I I I I 1 j_I, III iJ;l?lj I I I I II I !II I i I I I j j I I I i I I ! I I I ? I ? I I I I I ; ! I J I I I 1 , I? I I ? ? 14? M -144 , I ? ! I I II I Iil`I ;IiI lei' ? j 11 I .I Y I, i ? I ?I I I I i I I •'. i ? 1 , I ; 1II ? I I I l I ! I I I I I ? ,IIII III,' I i ! I I I , '? ; I I I I ?I it !I ? , I! I I ? j ' -- ? i 'i , I + ? I I 1 I I I ? I I? ? ; II i l l i i ? I; i, II I I I I I{ i? i- I? ? i 'I I! I i ? ? l N NII ; jjil;?I' I? N,?I?! 'I I?IIi l I I I ?;? Z 1 I I 11 I ;I ! I ? ? I { it i l i d 11 I I j ? I l i •1 I I I ?„! l i? I I I I I i I I I I I I ,I 1? j I i I I l i .? I ?, ,i I '? ; 1 ; I? II ii I I; lil lil?l ?il 4 -* 4? 11; I j I I. i I Tpp CREEK BANK 0 YV) ) J? 9-T2EAM 6,zae'SW& GL--'I' PIP (ZAP \ JJ ?? MH STA. 564-89.20 DSo= W, *VO a ?e"s f ___ N oAa 5 f YI!_E LINE (tYp MH STA: 56+25 56- t I T , - I _. I J I I I ? i ? r- 75 1 I s-rA6l GL1 V x ~ + 1• I I ? x x o t? I `o f? I , I I 1, ? i I r ?? i I i I ?I' i II I I I I i ; + 11 1 I+ I i I I ?! li ? I li ? (?1 i,? i I ? ? ,! ?-±- MI I i y 1!4 N• 1 I I? ? 1 IQ I? ,? i JIl ' 4- 1 i; i I I I ? I I ? A l i i I .. II; j a ?1??;!?;?? ,li it { z i i Illll 11 r ? r I '1 I ? '? ? I I I I i ? I I i i j I 1 I 1 I ..I ? i 11I II ,?.• II I I;? j ? i I 1' I 1I- j 1 ? i I I I ' li ' III ' I a.f I iil 1 IP I; !Irl? , il? Nl, I II 1 a - I ? 11? ? I [ 1 ' I a ! 1 ' i 16 87 Y ? a 7q `SF N2 58 ?9 `? )DED' AIL VAr-1 GL • P? ? ? ?? ? ? z 4 M \ r}Y' ,ate a? y4b MH STA: 61+03.12 N I -A.&A Svb, lK-4 w 1'T H STR?a'M orzc D9ae 1?i', GL.T Fir Rte' z 1 1 I Ij i . m ?I? ., ili' ', 1 !''i1 I 1oc?!YFZ. I i i '!VIII;%IiI I !I;;?Ir?I I I ' I I ? j,_i--i--t---? r iliil 1{ I I I i i I ? i I I I 'I I! I! ? ?i j i ij- ? lllli Dili 1 I I I i i I1 I ? II ii I I i t li 1 1 1 1 1 I I j ?i? ill W -i "t 47 1 i i l l I ? 1-4 it t? i lj; Jtl i i ?? II 1? ? li I I i i I'' II ii i ', II I? ?jll{ ? ? ??j i l I _ ?. I_ t ? I I ' ', I! I l i I I I I 'i, I I I , ? 1;1 Iil1?l i ?+I ' li I 11 ,i ? I it ?I ,I I I l i I i II i i I i I i I ? I' I• ' I II M i l l ?I I I , I11i ' ii ?I I 'I i?-- iQ± I l i a I I lii? ,I ,Dili II'. i l II? 1 I i i ? I - -- ? I I I l i ? ? I I I i ? ii I I {. J Ly AA _ f sir / F _ IYD 5 MH STA: 69+48.23 / 0 c? Z? I GHELY- PA-1 6L-"P -" 91P RAP -T-r--MFC7;zAR-Y C-c J" -flZ06 rtot4 C4 44- T-'I I I I. I { *1 BB GNEL? 17AM 51?? fEN FCCE TOP CREEK BANK GL. F3' RAP RAP of SASE lc taL? (fYP ) D5o_ Cv„ SF ? _ N09.52'2 9•w 023 g MH STA: 69+48.23 -WOO DED* -MH STA: 71+55.08 - S0k qb ? I ?. -r?t? Polz AR-Y GvN.?>zU ?(torJ EAZ6N?Eti T ?T`(Pl G?t-? , } i I t I i ' i j .. ' I I I .?. ...,. ? - ii_4 I ' !. I I I ? I I?? i ?? i{ I, I? i j l l '' j I I I I 'I ! l i i l! 1 1 1 I I 1 1 ? I' I i ? I I I , j i;; 1 I I I t I i} i t I•I? I I i? '• i? l l i j l -' ? 'I II ! ;I I li;l? {i ?tl•Iji I l ?_ j l i i i l I !?11j !Ij?li II !'Ili! i I I! I I i l ..? ..x._1,.1. 1 ...? ? I .?...1...? '... I._1.. ...?.?...?._ _r- -} I , ...I j, •IiI;Y I?Il?iljl '?!; II I, ?II I I I I, i ? I? I I 1 1 1 i l l l l i I I I I i I I I I ! ' I I I I + 1 1 1 I I I( i l l ? l ? 111 1 1 1 1 ?.. , . ?, .1.---4 III, , I;I ? i ?G,R1Ki - I I ! , I I , I I LII!lil'?1; 'I•!! I Ii??lj !;I i l I I, I!? I I _! i I I i j l! 1 1; I i { I;, l i JOJ. i . IN I ? I .. I I?! ?ll? Il?ilj IZ ;IIi,F? ;i;!1Ii TIIIj, i I I '';. l i l- I ' i t ? 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