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HomeMy WebLinkAbout19980173 Ver 1_COMPLETE FILE_19980304 State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director mQdhwwj NCDENFI NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES March 19,1998 Nash County DWQ Project 980173 APPROVAL of 401 Water Quality Certification Nash Health Care Systems c/o Mr. Steven Stokes 2460 Curtis Ellis Drive Rocky Mount NC 27804 Dear Sirs: You have our approval, in accordance with the attached conditions and those listed below, to impact 0.01 acres of wetlands or waters for the purpose of road construction at Executive Drive Extension at Rocky Mount, as you described in your application dated March 4, 1998. After reviewing your application, we have decided that this impact is covered by General Water Quality Certification Number 3108. This Certification allows you to use Nationwide Permit Number 26 when it is issued by the Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application except as modified below. If you change your project, you must notify us and you may be required to send us a new application for a new certification. If the property is sold, the new owner must be given a copy of this Certification and approval letter and is thereby responsible for complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h) (6) and (7). For this approval to be valid, you must follow the conditions listed in the attached certification. 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 conforming 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 Water Quality under Section 401 of the Clean Water Act. If you have any questions, please telephone John Dorney at 919-733-1786. Sin 1 , VIA/ on Howard, Jr. P Attachment cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office Mr. John Dorney Central Files Steven Stokes; Appian Consulting Engineers 980173.1tr Division of Water Quality • Non-Discharge Branch 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper Z?T d??iAn 401 ISSUED CONSULTING ENGINEERS, ?A CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS 841 S. Wesleyan Blvd. P.O. Box 7966 Rocky Mount, North Carolina 27804-0966 Telephone: (919) 972-7703 / Fax #: (919) 972-7638 LETTER OF TRANSMITTAL DATE _ JOB NO. Q TO: N E 4 N1 13' RE: r -DA . 01 GENTLEMEN: WE ARE SENDING YOU THE FOLLOWING: ? Prints/Plans O Estimates O Contracts ? Spe1cificationsr, O Permit Applications O Change order O Bid Proposal V THESE ARE TRANSMITTED as checked below: O For approval O Bid Tabulation Distribution ? Boundary Survey needed - as attached O For your use O Approved permits for your filas/racords O Easement needed -see attached ? As requested O For Review and Comment O Topographical survey needed - see attached O Forward to Appian Your Performance Bond, Labor and Materials and Insurance Certificates O For your signature, then return to Appian/ ? For your proceasirg with. O Permit Applications O Appian Chk a O O Specifications in the amount of f Deliver to: ? Addressee Signature required, No substitute signatures! O Substitute Signature allowed Received by: Hand delivered by: Date: 9803,3 O Financial Responsibility form O As discussed COPIES DATE NO DESCRIPTION `mac h i Vj REMARKS - V COPY TO a SIGNED. C? e O Plane 401 ISSUE 980173 DEM _TD: CORPS ACTION ID: )SATTONWTDE PERMIT REQUESTED (PROVIDE NATIOINTIDE PERIKIT 26 PRE-CONSTRUCTION NOTIFICATION APPLICATION FOR NATIONWIDE PERM_ TS THAT REQUIRE 1) NOTE 1=1021 TO Ta£ CORPS OF E ZG U=? 2) AP91TC.ATT_ON FOR SEC='T_ON 401 ?_- T_C? TSON 3) COORDITA=SON WITH T_Z NC D=SION OF COASTAL MANAG2-I-14T S`2ID T ORSG=A , AND . (1) CDPY OF TES CDY*??cTtyJT FORM. TO TES' APPROPRIA= I_Z D Ot= ? C? OF Tt' CORPS OF E_*7GL?T£??S (S= AG?ICY' ADDRESSLS SORT) ._ SEVEN (7) COPIES SHOULD BE SENT TO THE N _ C. DIIIVISION. OF ENVT-RONI_ENTAL 2-ANP_GEM-ENT (SL AGENCY. ADDRESSES STET) . P=- ASE PRINT. ? OWNERS NP14E: Nash Health Care Systems 2. MAILING ADDRESS: .2460 Curtis Ellis Drive SUBDIV_SiON NPYE: CITY-. Rocky Mount, STATE: North Carolina ZIP CODE: 27804'. P_ROjECT. LOCATION ADDRESS, INCLUDING SUBDIVIS=ON NAHEE (I? Di? ?REINT_ FRO? Nfz?LING PLDDRESS ABOVE) Executive Drive Extension for Nash Health Care Systems._ Site located east of%intersection of existing Parkland Drive and`Executive Drive. 3._ TELEPHONE NUMBER (HOMY.) 443-8173 9. " I= PDPLICP3LE.: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIP?., .ADDRESS, PHONE NIIM.B£R: Appian Consulting Engineers, PA, Attention: Steven. F: Stokes;. Post -Office Box 7966.1 Rocky Mount, North Carolina 27804 5 _ LOCATION OF WORK {DROVIDP AMn0, PREMPLBLY P_ COPY OF USGS .TOPOGRAPHIC 2-m-P OR AERIAL PHOTOGRAPHY WITH SC.'AZ£) COUNTY: Nash NEAREST TOWN OR CITY Rocky Mount SPEC_TFiC LOC3TION (INCLUDE ROPE NUM?BERS, LANDY-ZIRKS, ETC.) : South of 64, north of SR 1770, west of SR 1613 and north of Stony Creek. Site is located east of the intersection of existing Parkland Drive and Executive Drive. L--PACTED OR NEAREST STREAM/R_vER: Stony Creek and Tar River RIVER BASIN: Tar-Pamlico /a. IS PROJECT LOC2T_ED Nr?R WATER CLASSIFIED AS TROUT, TIDA?, S;=WATE- . (SA), , HIGH QUALITY. Wr??.RS (rQW) , OUTST=LADING RESOURCE W.7 T°_RS. (ORW) , W T- [ -R SUPPLY (WS-1 OR WS-I?) ? YES NO [X]I_ Y EXPTN: 7D. IS THE PROJECT LOC =TED WITHIN, A NORTH C=R0L2NA DIVISION OF COAsT-.? 2-faNAGE:MENT ARE.? OF F"qV=RONMENT.? CONCERN (?s,C) YES .[ ] NO [xJ /c. T= THE Pt2OJLCT IS LOC _TED WITHIN A COASTAT? COUNTY (SE:. PAGE 7 FOR LIST OF COASTAL COUNTIES) , Wrir_T IS THE LPND USE PLAN (LUP) DESIC-1LUT=ON? N/A 8a_ HAVE nNV' SECTION 404 P`RM="S BECEN PREVTOUSLY• REQUESTED FOR USE ON THIS PROPERTY? YES [ I No [X] I_ YES; PROVIDE ACTION 1-D. NUMBER OF:. ?REVIOUS PERM-IT PND ANY ADDITION=T INFORY-?TION (INCLUDE. PHOTOCOPY OF 401 CERTIF--CATION) : 8b_ ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES { ] NO [X] IF YES, DESCRIBE ANTICIPATED WORK: . 9a. EST-TY-21- ED, TOTAL NUMBER OF ACRES IN. TRACT OF LAND: 3.48 9b. ESTIZ-TED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT. SITE: 0.26 2. l0a NULBER OF ACRES OF_ WETLANDS, IMPnCTED BY THE PROPOSED PROJECT BY: FILLING: 0.071 EXCAVATION: FLOODING : OTHER: . DRP_INAGr _ TOTAL ' ACRES TO BE IMPACTED : 0.071 10b. (1) STREP.M C::n13NEL TO BE IMPACTED BY THE PROPOSED PROJECT (I_= P=OG;TED, PROVIDE DIST11_t1TC BOTH BEFORE AND AFTER RELOCATION) LZNGTH BEFORE: _ 97 FT AFTER: FT WIDTH BEFORE (based on normal. high water contours) : 3 FT WIDTH AFTER: x^r AVE.-RAG-7 DEPTH BEFORE: 0.2 FT AFTER: FT (2) STREAM CH= NTNEL IMPACTS WILL RESULT. F'ZOM (CHECK ALL TF??T PPLY) OPEN C INNEL RELOC:-'-TION: PLACEMENT OF PIPE IN C H?LNNEL: X C::PSINEL EXCAVATION: CONSTRUCTION OF A DAM/FLOODING: OTHER: 11. IF CONSTRUCTION OF P_ POND IS PROPOSED, WHIT IS THE SIZE OF TH E WATERSHED DRAINING TO THE POND? N/A WHAT IS THE EXPECTED POND SURFACE UREA? N/A 12. DESCRIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIP?HFNT TO BE USED (ATTACH PLANS: 8 1/2" X 11^ DP-A-WINGS ONLY) To fi_1-1 0.071 Ac.of.wetlands above headwaters under Nationwide Permit 26 for the Executive Drive-Extension. 13. PURPOSE OF PROPOSED WORK: Provide access to high ground by extending Executive Drive while optimizing land use for development by the Nash Health Care Systems . - --- . 3 14. STATE REASONS WHY IT IS BELIEVED TH_aT THIS ACTIVITY MUST BE CARRI-D OUT IN WFTLA-IDS. (INCLUDE ANY MEASURES TA:17-N TO Y-IN I MIZE WETLPSID. MpaCTS): Right-of-way was dedicated by Owner a couple of years ago and to optimize the land use of this expensive buildable land. The horizontal alignment as well as vertical curb standards have been engineered for this site. Additionally, the narrowest part of the wetland has been .chosen for crossing.to minimize wetland- impacts. 15. YOU A.RE REQUIRED TO CONTACT THE. U.S. FISH 1-ND WILIDLIE SERVICE (U.S c S) AND/OR NATIONAL MARINE F ISFERIES SERVICE (NMFS) (SEE AGENC`! ADDRESSES SHZE T) REGARDING THE PRESENCE OF ANY F DERAZLY LISTED OR ?ROPOSc.D FOR L_TS.?NC- ENDA?dGERED OR` THREATENED SPECIE'S OR .CRITIC3? fi_3ITAT -IN THE PERMIT AR..? THAT MAY BE A = -_.CT_ED BY HE PROPOSED -PROjEC1'. DATE CONTACTED: February 26, 1998 (ATTACH RESPONSES F 302 THESE A GZINC_iS . ) 16. YOU ARE REQUIRED TO CONTACT THE STATE HISTORIC PRESERVATION OF=T_CER .(SHPO) (S E AGiNC`_' ADDRESSES SHEZ R?Gi-.RUING THE PRESE.'3CE OF HIST-OR-TC PROPERTIES IN THE PERMIT AR=A. WrIC3 MAY BE AF= - CTED BY THE PROPOSED PROJECT.. DATE CONTACTED: February :26, 199.8 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OR THE USE OF PUBLIC (STATE). LAND? Y°-S- O NO (xJ (I. NO, GO TO 18) a. ?F Y S, DOES THE PROji REQUIRE PREPARATION OF AN ENViRON? ENT_ DOCF,M?NT PURSUANT TO THE REQUIR EENTS OF HE NORTH CAROLINA ENPIR0NM?NTAL POLICY ACT? YES I J NO b. IF YES, HAS THE DOCUMENT BEEN REVIEWED THROUGH THE NORTH CAROLINA DEPARTY-ENT OF ADMINISTRATION STATE CLEARINGHOUSE? YES t 1 NO [ l IF ANSWER TO 17b IS YES, THEN SUBMIT APPROPRIZ= DOCUMENTATION FROM THE STATE CLZARINGHOUSE. TO. DIVISION OF ENVIRONMENTAL Y-RNAGMiENT REGARDING COMPLIA,NC WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLF.?=NG"dOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 HEST :JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 4 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION I? PROPOSED ACTIVITY INVOLVES THE DISC LRG E OF EXCAVATED OR FILL M TERI-Z INTO WETLANDS a- WETLAND DELINEATION. ?D SHOWING ALL WETLA-NDS, STREAMS, L??S AND PONDS ON.THE PROPERTY .(FOR NATIONWIDE PERM-IT NUMBERS 14, 18, 21, 25, 2 °, PAID . 38) - ALL STRZAVS (INTERI_*ITTENT PND PEZL?vANENT) ON TEE PROP ERTY . MUST BE SHOWN ON THE Y_A?P. 27?P SG=Z c s S`c30III,D BE 1 =NC i EQUALS ? 0_ FE _ET OR 1 INCH EQUALS 100 :F--,-=T OR THEIR EQUI_'V7 LEl4T. V b- I. AVR_,L?ALE, REP_gESENTA TIVE P?iOTOCPAPH " OF WETL2SIDS_ TO BE IMPACTED By PROJECT C. IF DELINEP--TION. Wes. PERFORMED BY A CONSULT. NT, INCLUDE ALL DA SH- -TS RELEVPSIT TO THE PLACZ**NT OF. THE DELINEATION LINE_ d- ATTACH A COPY OF THE STORITATER Y3=NAGaf_ENT. PLAN Ic REQUIRED_ e. WHAT IS LrSID USE OF SURROUNDING PROPERTY? Woodland to the-south and east residential and commercial to the north and west.' f IF ? DPL1C BLE, . WK!-T IS PROPOSED METHOD OF Sc vAGE DISPOS?? ?. City water and sewer 9- SIGNED AND DATED AGENT AIITHOR?ZA TION LETTER, APPL=C?3L%. NO=: WETLANDS OR WATERS OF THE U.S. MkY NOT BE I?-?ACT`D P?ZOR TO: 1.) . ISSUANCr OF. A SECTION 404 CORDS OF- ENGINEERS PERM3T, 2) EIT=R. THE ISSUANCE OR WAIVER OF A. 401 DIVISION OF ENVI_RON2?NTPZ VIANAGL _NT (WATER QUALITY) CERTIFICATION, AND. . 3) (lN ?T_-z '?'Irr-'Z. TTY' CL?ASTAL COUNT=S ONLY), A LETTER FROM THE NORTH CA-ROL-INA DIVISION OF COASTAL :YANAGEI-fENT STATING T PROPOSr.D ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL, y-AZ?AGLyENT PROGRAM. c k?Dy 3 z 98 OWNER` S /AGENT ` S S IGNATURE - DP_TE (AGENT '.S SIGNATURE VALID ONLY IF. AUTHORI7.A-TION LETTER FROM THE OWNER IS PROVIDED (18a.)) 5 1Tr1Tr1Tr1T 0 o a o a???an CONSULTING ENGINEERS, PA CIVIL, MUNICIPAL & STRUCTURAL ENGINEERS BOBBY L. JOYNER, P.E. J. MICHAEL STOCKS, P.E. 4 December, 1996 TO: Appian Consulting Engineers, P.A. P.O. Box 7966 Rocky Mount, NC 27804 FROM: Dick Roberson Head Engineer Nash General Hospital I, Dick Roberson, as a representative of Nash General, concerning the property on Parkland Drive, do hereby authorize and give permission for Appian Consulting Engineers to represent or act as agent on our behalf for Nash General Hospital and allow the U.S. Army Corps of Engineers (COE) or any other regulatory agency to go on the property with an Appian representative for such purposes as necessary to perfo the j b tasks. Dick Robers n Date Nash General Hospital 841 South Wesleyan Blvd. Rocky Mount, NC 27803 P.O. Box 7966 Rocky Mount, NC 27804 Phone: (919) 972-7703 Fax: (919) 972-7638 1)F:?'AI'.`1'11E`?'I 'ACA j ? ?l ..? ]fit .•' ?' - ?.??- ?_ r?. ?--1 '.,`.+ I ?. '1 jm-'? f j j G NOA 1%- ??'{ 3.µm. ?r- 1 j 1 i 1 1 1 ? }?r ?' s - i t-I 1 No6 - -- ??_ BAs<-f t ,_ I - Z mz SRI I 0 1 a <.. _ a 0 00 - +oo .zoo .. ., •oo foo. a Zc, i q ?? ou oo +ooi' n / 0 00. 00, ? a 0 aka ? ? lao ti ? --?_ A aaeo WEA MERSTOfE ob asao _Y,> .. r 10p. DR. shoo OR y.. .? x z,. as u ogFi >b if" v ? .0 t,< Z M ? ? N4l IsOO ? S.NAI? l7 °_ ct O = wo OU fop as ft 1100 loo VHD `b - o° '0b -3?d331S ? 000 n f S 000 ?p?9G37 • EN c VIEW ^? o OR f4 ' ? ? oo "' goo A z _ . q ? bo ? va WrrwnAl` .R .?f WINS AD DR aw 'loo a o? ar ..?• I _ ----- RIhQlglp 9r O aad ?`y ? ?` _ ?; h• N O s O to > 8 PoRrsrA O H o. ., 'DP4 p ?) Z i'Op G? \`<+0 BRV+m W 8 SR loyxy o?+.? co 2 m?bo ,fo. .. `; ?+ • o /NFl?onn oTy _ o \ . Z o a . . aoo x cam" ?. a c ? _ °o StR4WBUSN -0 o - a 1.00 Ro. 1+ 0 0 d.lluVOR - Aoo '? .Zoo o 4' Ob 003 m 8 FDY FIELD.. IE ut DR- 8 -J w°°pRU .coo ji 8 "oo WINSTEAD A _ lF ?! .? ? loco noo Isoo zoop tlao ? S UNITED STATES FS DEPART VEN T OF THE INTERIOR , GEOLOGICAL SURVEY 77'52'39' zq? '43 ocr ?J' 3 6'00 - 1\ „ 3987000 N 1 j 176 A Y 1 :?( 54 v 41 1. '.. 6. .J n Joe O wi. 53 John J 3985 4 ar>r r1W 'a x ?- -Al a A• li LettTenem,? i d3 __?B k?e _1 s pp Ch ??? Es7? i CVF1t?g:. 3 3383 ?HGOe f 4e H?1zEaY i ? _ 57'30 Maker p - !!IT 39'82. I / t w t DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Size: Nash General Hospital Date: 12103/96 Application/Owner: Appian Consulting Engineers County: Nash Investigation: SFS and MGW State: NC Do Normal Circumstances exist on the Site? Yes No Community ID: Is the site significantly disturbed (Atypical Situation)?. Yes No Transect ID: Is the area a potential Problem Area? Yes No Plot ID: 1 (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator 1. Vaccinium corymbosum 2 FACW 9. Lindera benzoin 2 FACW 2. Magnolia virginiana 2 FACW+ 3. Carex spp. 3 4. Woodwardia areolata 3 OBL 5. Smilax laurifolia 4 FACW+ 6. Boehmeria cylindrica 3 FACW+ 7. Lonicera japonica (<2%) 3 FAC- 8. Acer rubrum (X4)* 1 FAC Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). 87% Remarks: *(X#) -multiple number of species present. HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: Stream, lake or tide gauge Primary Indicators: _ Aerial Photographs X Inundated Other X Saturated in Upper 12 Inches X No Recorded Data Available Water Marks X Drift Lines Field Observations: Sediment Deposits X Drainage Patterns in Wetlands Depth of Surface Water: 1-0 (in.) Secondary Indicators (2 or more required): Oxidized Root Channels in Upper 12 Inches Depth to Free Water in Pit: (in.) X Water-Stained Leaves Local Soil Survey Data Depth to Saturated Soil: (in.) _ FAC-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Bibb loam. Drainage Class: poorly Field Observations Taxonomy (Subgroup): Typic Fluvaquent Confirm Mapped Type? Yes No Profile Description Dept Matrix Color Mottle Colors Mottle Texture, Concretions, (inches) Horizon ' (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc. 0-6 Al 10 YR 3/2 I, lfgr 6-8 A2 10. YR 2/1 1,1fgr Hydric Soil Indicators: H istosol Concretions Histic Epipedon High Organic Content in Surface Layer in Sandy Soils X Sulfidic Odor Organic Streaking in Sandy Soils X Aquic Moisture Regime X Listed on Local Hydric Soils List X Reducing Conditions X Listed on National Hydric Soils List X Gleyed'or Low-Chroma Colors Other (Explain in Remarks). Remarks: Wet soils lost to auger. VETLAND DETERMINATION lydrophytic Vegetation Present? Ye No (Circle) (Circle) Vetland Hydrology Present?.. e No (Circle) Is this Sampling Point Within a Wetland? es No lydric Soils Present? Ye No (Circle) tmarks: DATA FORM ROUTINE WETLAND DETERMINATION (1987 COE Wetlands Delineation Manual) Project/Size: Nash General Hospital Date: 12103196 Application/Owner. Appian Consulting Engineers County: Nash Investigation: SFS and MGW State: NC Do Normal Circumstances exist on the Site? es No Community ID: Is the site significantly disturbed (Atypical Situation)? Yes No Transect ID: Is the area a potential Problem Area? Yes No Plot ID: 2 (If needed, explain on reverse.) VEGETATION Dominant Plant Species Stratum 1. Pinus taeda (X7)* 1 Indicator FAC Dominant Plant Species 9. Quercus nigra Stratum Indicator 2 FAC 2. Acer rubrum (X3)* 1 FAC 10. Nyssa sylvatica 1 FAC 3. Liriodendron tulipifera (X2)* 1 FAC 11. Vitus spp. (X7)* 4 4. Prunus serotina 1 FACU 12.- 5. Acer rubrum 2 FAC 13. 6. Smilax rotundifolium (X6)* 4 FAC 14. 7. Lonicera japonica 3 FAC- 15. 8. Toxicodendron radicans (X5)* 4 FAC 16. Percent of Dominant Species that are OBL, FACW or FAC (excluding FAC-). 93% Remarks: *(X#) -multiple number of species present HYDROLOGY Recorded Data (Describe in Remarks): Wetland Hydrology Indicators: Stream, lake or tide gauge Primary Indicators: _ Aerial Photographs _ Inundated. _ Other _ Saturated in Upper 12 Inches . X No Recorded Data Available Water Marks Drift Lines Field Observations: Sediment Deposits Drainage Patterns in Wetlands Depth of Surface Water: (in.) Secondary Indicators (2 or more required): Oxidized Root Channels in Upper 12 Inches Depth to Free Water in Pit: Water-Stained Leaves Local Soil Survey Data - Depth to Saturated Soil: >50 (in.) FAG-Neutral Test Other (Explain in Remarks) Remarks: SOILS Map Unit Name (Series and Phase): Bonneau loam Drainage Class:- well---Field Observations Taxonomy (Subgroup): Arenic Paleudult Confirm Mapped Type? Yes No Profile Description Dept . (inches) Horizon Matrix Color ` (Munsell Moist) Mottle Colors (Munsell Moist) Mottle Abundance/Contrast Texture, Concretions, Structure, etc. 1-0 .O 10 YR 3/1 - leaf litter 0-18 A 2.5 Y 4/4 Is, 1fgr 18-28 E1 2.5 Y 4/4 2.5 Y 2/0'°* f1f Is, 1fgr 28-36 E2 . 2.5 Y 6/6 Is, 1mgr 36-50 Bt 2.5 Y 6/6 2.5 Y 618 f1f cl, 2msbk Hydric Soil Indicators: Histosol Histic Epipedon Sulfidic Odor Aquic Moisture Regime Reducing Conditions Gleyed or Low-Chroma Colors Remarks: Concretions High Organic Content in Surface Layer in Sandy Soils Organic Streaking in Sandy Soils Listed on Local Hydric Soils List Listed on National Hydric Soils List Other (Explain in Remarks) NORTHING EASTIM'v ELEV. DESC. 9280.64601 9285.89316 0.00000 W1-1 .9321.78417 9319.53609 0.00000 W1-2 9360.62911 9333.77625 0.00000 W1-3 9384.96502 9329.09927 0.00000 W1-4 9431.15177. 9363.61296 0.00000 W1.5 9439.94220 9375.29073 0.00000 W1-6 9459.14064 9377.37947 0.00000 W1-7 9483.59006 9393.16439 0.00000 W1.8 9524.55294 9377.05983 0.00000 WI-9 9525.78436 9382.14693 0.00000 W1-10 9507.07202 9399.93250 0.00000 W1-11A 9489.47642 9399.73000 0.00000 W1-12A 9478.79110 9415.43287 0.00000 W1-10A 9489.16951 9433.50443 0.00000 W2-1 9504.41286 9410.71780 0.00000 W2-2 9533.51707 9405.33671 0.00000 W2.3 9530.31336 9415.57770 0.00000 W2-4 9513.53832 9429.43129 0.00000 W2-5 9494.13952 9433.78417 0.00000 W2-6 9501.27270 9444.87188 0.00000 WI-11 9492.61565 . 9455.72688 0.00000 W1-12 . 9512.90629 9473.61724 0.00000 W1-13 9552.32459 9443,88711 0.00000 W1-14 9556.30787 9445.93656 0.00000 W1-15 9517.16834 9482.33649 0.00000 WI-16 9531.91785 9502.72509 0.00000 W1-17 9537.45631 .9542.33717 0.00000 W1-18 9525.77906 9550.29819 0.00000 W1-19 7559.75911 9566.67987 0.00000 W1-20 9624.78477 9477.96967 0.00000 Wl-21 9618.87051 9485.39464 0.00000 Wl-22 9575.94217 9548.58617 0.00000 W1-23 9579.11875 9567.64889 0.00000 W1-24 9609.28774 9568.10571 0.00000 W1-25 9607.21048 9575.14862 0.00000 W1-26 'THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS. THE BOUDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE LW ERB/GNED ON THIS DATE. UNLESS THERE IS A alAhGE IN THE LAW OR OUR PUBLISHED REGULATIONS, THIS DETERWINATION OF SECTION 404 JURISDICTION MAY BE RELIED LFM FOR A PERIOD NAT TO EXCEED FJ VE YEARS FROM/ THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEATION MANUAL.' ?Qr?M? ct1?n?t ?i1 NAME: 0 p, TITLE:DATE: \ S - ?,qf - C N ? I G1 P 0 3.46 AC. TOTAL WETLANDS DEUNEA AON MAP FOR NASA/ HEAL7H CiAJW SYWE )OSYCHIA 7W A"B STONY CREEK TWSP., NA.SH C OWY,, N. C. ?.4NUARY 22, 1997 SCALE I' = 60' GRAPHIC SCALE ( IN FEET ) 1 inch = 60 ft, Chamblee & Stick/and Land .Wng 123 West Washington Street Nashville, North Coroiino 27856 raCPHQHE (919) 459-,78:78 FAX (919) 459-1885 IN'-?1 111 sa Iq- 9J IN'-15 IN??+p 11?- J M?-4 IN-fO IN-17 Wl•-1G . 4y 11@-6 w_jj ., .,•.,•.,•., • M7-11 IYl-2 ltl w-a S O ? ?PNN? 6 p S O N w7 6 P S ?G, ?N 2Z PB• ?5. Q ?401- NOTE THIS PROPERTY IS LOCATED AT 35°-58'-19 LATTITUDE 00ill?C ??h???,, 77°-51'-06" LONGITUDE ?p Q??isrF9?o . 10 SEAL L-2546 m t O __• •4y?, ...n<iFJl?i'? Y' , RENSED MARCH 20, 1997 "THIS CERTIFIES THAT THIS COPY OF THIS PLAT ACCURATELY DEPICTS THE BOUNDARY OF THE JURISDICTION OF SECTION 404 OF THE CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON THIS DATE UNLESS THERE IS A CHANGE IN THE LAW OR OUR PUBLISHED i REGULATIONS, THIS DETERMINATION OF SECTION 404 JURISDICTION MAY BE RELIED UPON FOR A PERIOD NOT TO EXCEED FIVE YEARS FROM THIS DATE. THIS DETERMINATION WAS MADE UTILIZING THE 1987 CORPS OF ENGINEERS WETLANDS DELINEA77ON MANUAL.' NAME: ?.. 7I71E: DATE: / i A i Na E 1 y 108 °? 2 ' mi I.;) y ? n a 3.48 AC. TOTAL W-2z % W1-21 wr-zs 07-28 / / . Iff WI-15 07-20 `,j ?,h h9 W1-14 ?'!V \ W2-3 W2_4 WY-17 •. •• .?h Fx w1-15 Wl-9 '.:•• . W2-5 Q?•'•' wy-Ii 'I 7 •• W1-11- 5(2 Ow : W2-2 . ' 07- Nb?s?? Wl-7 . •; ?ejJ: • :.•9;..:13 ?1' ' ? W7-6 '. •••'. •, •' •, ' W1-5 rt ?' 2? W3_7 FCM ASSOC/A TES - WS-B (HAMPTON INN) 0.037 WJ-5 P8. 22 - PG 206 Ac. HE'7LANDS DELIN£A77ON MAP FOR -4 WJ-4 NASH 1FALTH CARE SYSTEMS 0.034 PSYCHN TRIC MOB Ac. w?2 w,-2 STONY CREEK TWSP., NASH COUNTY, N.C. JANUARY 22, 1997 SCALE I" = 60' Wa-1 - CREEKSIDE PROPERTIES, INC. - GRAPHIC SCALE 60 0 30 60 120 240 NOTE THIS PROPERTY IS LOCATED AT : 35 -58'-19" LAT77TUDE 77°-51'-06" LONGITUDE ( IN FEET ) I inch = 60 ft. Chombl" & St ick/arid Land Surveying 123 West Washington Street Nash ville, North Carolina 27856 7ELEPHOM (919) 459-38.38 FAX (919) 459-1885 REVISED MARCH 20, 1997 NORTHING EAS17NG ELEV. DESC 9280.64601 9285.89316 0.00000 W1-1 9321.78417 9319.53609 0.00000 WI-2 9360.62911 9333.77625 0.00000 WI-3 9384.96502 9329.09927 0.00000 WI-4 9431.15177 9363.61296 0.00000 WI-5 9439.94220 9375.29073 0.00000 M-6 9459.14064 9377.37947 0.00000 WI-7 9463.59006 9393.16439 0.00000 M-5 9524.55294 9377.05983 0.00000 M-9 9525.78436 938214693 0.00000 WI-10 9507.07202 9399.93250 0.00000 WI-IIA 9489.47642 9399.73000 0.00000 W1-12A 9478.79110 9415.43287 0.00000 WI-10A 9489.16951 9433.50443 0.00000 W2-1 9504.41286 9410.71780 0.00000 W2-2 9533.51707 9405.33671 0.00000 W2-3 9530.31336 9415.57770 0.00000 W2-4 9513.53832 9429.43129 0.00000 W2-5 9494.13952 9433.78417 0.00000 W2-6 9501.27270 9444.87188 0.00000 WI-11 9492.61565 9455.72688 0.00000 W1-12 9512.90629 9473.61724 0.00000 WI-13 9552.32459 9443.88711 0.00000 W1-14 9556.30787 9445.93656 0.00000 W1-15 9517.16834 9482.33649 0.00000 WI-16 9531.91785 9502,72509 0.00000 WI-17 9537.45631 9542.33717 0.00000 WI-18 9525.77906 9550.29819 0.00000 M-19 9559.75911 9566.67987 0.00000 M-20 524.78477 9477.96967 0.00000 WI-21 518.87051 9485.39464 0.00000 WI-22 575.94217 9548.58617 0.00000 Wl-23 679.11875 9567.64889 0.00000 W1-24 609.28774 9568.10571 0.00000 M-25 507.21048 9575.14862 0.00000 M-26 r 3 ?0/ J ,! 1 NASH HEALTH CARE SYSTEMS °r a (y I I I Ir f f R J Jai' l? p I 1 I : ? " •, . . tip.: • ?,'t GRADING EASEMENT j DOUBLE CB I STAi 13+59.731 6022X68 TOP 131.62 INV' 1 18" OUT 127.00 NC90T 840.010 GRATE TYPE E ! SEE'; DETAIL FORS r` 1 %1 HEAD/END WAL PER 1?S ; ::: ; :: ; : • :. ,? i NOTE 1 j NCDOT STD/ 838.01 /. INV. 42" Rt-P IN 123.84 . . . . M S,MM J{?Ii,?ii Ww`?, Mf i1 i•MN? MBB :: MMII MM!z MMlll?l it ?l • • il.., S?•%OPE .,. :. TOE/OF FILL ::: j.: € F i -44 't ice- r r.-..• ..,'...,.. I, 1 ftr % t 7 i I i ; . :. sssssr 10 ff, i, ?4i<< 0.071 Ac,' w lbr `' *?s<oo ! WETLAWS ! i t r4' ,y J• J ._ J 20 VIP WETLANDS DELINEA770N MAP FdR.• ( IN FEET ) 1 inch = 20 ft. Chamblee do Strickland Land Surveying 123 West Washington Street Nashville, North Carolina 27856 T£LEPHAN£ (919) 459-38:38 FAX (919) 459-1885 1 N " 14 TO BE FILLED i ca nr ,t; x el '•, t• rs c`;, C D 0 T r_ m 0 b Wra lu? STA 13+07.621 i Tc. .10 1i i t o? -?~ t4 5TH d?-EyFa.? i.Q? I STA 13+07.62 "?- t :iTC, 132.10 if --_-"--- -- -r W` 4 ra •. , 3- i 11a RGFF,? 1pE 0?'',F jr DOUBLE! CB 1$ I6 f sa `?"` i' STA 13;F59.73 1' ! BOX 34 x 68 r TOP 134.62 CLEARING! LIMITS i INV. 18!' IN 126.74 INV. 18 OUT 126149 NCDOT 840.01 E GRATE TYPE E CLASS As RIP RAP SEE/DETAIL FOR BEAM SHEET 'E-7 INV. TWIN 4 ,: RCP OUT 123.45 I ! OVER MIRAFI 140N ,Ng-'1 NASH HEALTH CARE SYSTEMS /-t7 / CY-ffA nWC IYIVG STONY CREEK TWSP., NA-W COUNTY N.C. JANUARY 22, 1997 SCALE I" = 20' GRAPHIC SCALE 0 10 20 40