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HomeMy WebLinkAbout19970034 Ver 1_Complete File_19971210State of North Carolina Department of Environment, Health and Natural Resources • • Division of Water Quality James B. Hunt, Jr., Governor Wayne McDevitt, Secretary C) E NJ A. Preston Howard, Jr., P.E., Director December 10, 1997 Mr. Fred Cahron VP Operations Craven Regional Medical Center PO Box 2157 New Bern, NC 28562 Dear Mr. Cahron: WQC Project #970034 Craven County On January 22, 1997, you requested a 401 Water Quality Certification from the Division of Water Quality for your project (construction of Craven Regional Medical Center on 1.87 acres of wetlands) located near Amhurst Blvd. in New Bern in Craven County. We wrote to you on March 4, 1997 discussing concerns that we have regarding the design of the project and placing it on hold until those concerns are addressed. As of today, we have not received a response to our earlier letter. Unless we receive a written response from you by December 19, 1997, we will consider that you have withdrawn this application and are not interested in pursuing the project at this time. Please call me at 919 - 733 -1786 if you have any questions or would like to discuss this matter. Sincerely, J n R. Domey ater Quality Certificate Program cc: Washington DWQ Regional Office Wilmington District Corps of Engineers Central Files Robert Chiles; Bob Chiles and Associates 970034.clr Division of Water Quality • Environmental Sciences Branch 4401 Reedy Creek Rd., Raleigh, NC 27626 -0535 • Telephone 919 - 733 -1786 • FAX 919- 733 -9959 An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post- consumer paper State of North Carolina Department of Environment, Health and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Jonathan B. Howes, Secretary A. Preston Howard, Jr., P.E., Director Mr. Fred Cahron V -P Operations Craven Regional Medical Center P.O. Box 2157 New Bern, NC 28562 Dear Mr. Cahron: AT4� [DEHNF=1 March 4, 1997 On 22 January 1997, you applied to the N.C. Division of Water Quality (DWQ) for a 401 Water Quality Certification to impact 1.87 acres of wetlands or waters for your project to construct the Craven Regional Medical Center located at Amhurst Blvd. in New Bern in Craven County. Your project has -been forwarded to Ms. Deborah Sawyer (919) 946 -6481 of DWQ Washington Regional Office for review. This review will likely require an on -site inspection prior to the approval, modification or denial of your project site. If you have sent additional information to the U.S. Army Corps of Engineers concerning this project, please be certain that our staff have copies of this material so we can use it in our process in making a decision. According to our preliminary, in -house review since you propose to disturb greater than one acre of wetlands, it is likely that compensatory mitigation will be required by DWQ for this project as described in 15A NCAC 2H .0506 (h). Our Regional Office staff can make this decision during their site. visit. If adequate mitigation is required but not provided, this project will likely have to be denied. Also if a mitigation plan is required, we will place this project on hold until its receipt in our Central Office. Enclosed are materials describing compensatory mitigation requirements for this program. Please call me at 919- 733 -1786 to discuss these matters if necessary. Until a mitigation plan is provided, this application is considered to be incomplete and our processing time will not re- start. We recommend that you not impact any wetlands or waters on your project site until a 401 Water Quality Certification has been issued from Raleigh, The issuance of a Corps of Engineers 404 Permit does not mean that your project can proceed. According to the Clean Water Act, the 404 Permit is not valid until a 401 Certification is also issued. If DWQ staff observe impacts which are not allowable, you will be required to remove the fill and restore the site to its original condition. I can be reached at 919- 733 -1786 if you have any questions about the 401 Certification process. cerely, n , C ) Jo R. Dorney ter Quality Certifi ati Program cc: Washington DWQ Regional Office Central Files Robert Chiles; Bob Chiles and Associates rovst.ltr Division of Water Quality - Environmental Sciences Branch Environmental Sciences 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 DEHNR Fax :9199753716 Mar 19 '97 9 :44 P.06/06 DMSYON OF WAT R QUALA Y 3/12/97 WASHINGTON OFFICE MWORAMUM MAR 1 4 1997 R6ger Thorpe.. :. Was}rtitci>Y Regional -Office FRom: John, Dorney,� � RE: 401 bertification Review Please ievu tlie:enclosed 401 Certification application by March 31, 1997. Please call me if you pr yoi>i staff have any questions, or need gsslistance in this review. pr COMPLETE THE 5'Cr#1FF REPORT AID! ItECOMMRNDATION FORM 1. Cmven Regional "Medical Center #97,0034 Crav6n County The other enclosed material (if any) is for your general infoimation and use as appropriate. • Enclo�cin�s . f 1�7 -- �*?7 DEHNR Fax : 9199753716 Mar 12 '97 10:48 P.02/11 ANDUK PRINT NAMES : Reviewer: jO1* DORNEY, wQ SUFV'.: uirfzdMMENTAL SCIENCES B$L NCH DATE: B EE T;.. 4FE` LM STAFF. REPORT AND RECOMMENDATIONS * AC I'; '` '14f3ST BE ANSWERED (USE N/A FOR NOT AFFLICABLIQ k�* .97: PERMIT NO: 000.0034 COUNTY: CRAVEN iPP -,. CAM, 4I�ME;: CRA�EI3 REGIONAL MEDICAL CENTER Ei DEC'T:_TYF • CCM� DIAL FILL PERMIT_TYPE : NW r :COQ_# 50T # " VEDA': APB' DATE FRM GAA : 01/?-2/97/ ^ Met: 'N b `��coal --7 � .:1ND_4 �BA$II3� : 030410 STR INDEX NO: 27- 101 -42 WB S�'�I�G'LAS•S.: C '. ILL ^XIACi ?': WL_TYPE C U9sTtD: f � '• UL ACR EST?: YIN .i�I� C ?TtE• a = 'WATER IMPACTED BY FILL?: Y/N �� MITIGATION TYPE: ItiIATI.ON•. - Y/N f r ? DID YOU REQUEST NORE INFO? 6y N IS WETLAND RATING SHEET ATTACID ?: YIN I fi CE .PRO•JECT.•jCHA iGES /CONDITIONS BEEN DISCUSSED WITI APPLICANT? : Y /Nr ._� - -. -• " R OmtAMATION (Circle One): ISSUE ISSUE /COND DENY OiA• .. - •- -. -. __ter 417 -A BROAD STREET P.O. BOX 3496 NEW BERN, NORTH CAROLINA 28564 -3496 TO: Water Quality Dept. ROBERT M. CHILES, P.E. ENGINEERS, CONSULTANTS MARINE SURVEYORS LETTER OF TRANSMITTAL RECEIVED 'JAN 2 2 1191 EWIR0NI&NTALSCIENCffbSINESS: 919-637-4702 NIGHTS: 919 - 638 -2346 FAX: 919-637-3100 DATE: January 17, 1997 NCDEHNR ATTN: John Dorney P. 0. Box 29535 REF: Joint Application Raleigh, N. C. 27626 -0535 Craven Regional Medical Center RMC No: 94165 GENTLEMEN: We are sending you: ❑ ATTACHED ❑ UNDER SEPARATE COVER ❑ PRINTS ❑ PLANS ❑ SPECIFICATIONS ❑ COPY OF LETTER ❑ OTHER ❑ MYLAR DESCRIPTION: Joint application form fnr r'ravan Regional M dirAl Center and relntad information. THESE ARE TRANSMITTED AS CHECKED BELOW: ❑ FOR APPROVAL ❑ FOR YOUR USE ❑ AS REQUESTED ❑ OTHER REMARKS: ❑ FOR REVIEW OR COMMENT ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US 19 If you have any questions or need additional infnrmatinn palace call us at Your earliest convenience COPIES TO: Corps of Engineers (IF ENCLOSURES ARE NOT AS NOTED, KINDLY NOTIFY US AT ONCE) MECHANICAL, CIVIL, AND MARINE ENGINEERING MARINE HYDROGRAPHIC AND LAND SURVEYS COMMERCIAL, INDUSTRIAL, MARINE AND RAILROAD FACILITIES DESIGN FORENSIC ENGINEERING AND FAILURE ANALYSIS BOUNDARY SURVEYS AND MAPPING SERVICE .� :. JOINT FORM FOR Nationwide permits that require notification to the Corps of Engineers JAN 2 2 1YY/, Nationwide permits that require application for Section 401 certificatio wiaoNMENTAI-SC S WILMINGTON DISTRICT ENGINEER WATER QUALITY PLANNING CORPS OF ENGINEERS DIVISION OF EiWIRONY1=AL MANAGMv T DEPARTMEi�iT OF THE ARMY NC DEPARTN>ENT OF ENVMONAIENT, HEALTH, P.O. Box 1890 AND NATURAL RESOURCES WOmingwn, NC 28402 -1890 P.O. Box 29535 ATTN: CESAW -CO-E Raleigh, NC 27626-0535 Telephone (919) 2514511 ATM. MR. JOHN DORNEY Telephone (919) 733 -5083 ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO TIM CORPS OF MNGIlVEERS. SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT. PLEASE PRINT. 1. Owners Name: CQAvCN MEO%CAL. CCrv-r -2 2. Owners Address: _ iP 0 {3 O x Z 16-1 N i; � 9s t2 AJ . N C Z 8 5 Z 3. Owners Phone Number (Home). (Work): (9 ► al 1 (o 3'3 - 8 $ % O rYi R l-p R.c�t w {t V t 5 4. If Applicable: Agent's name or responsible corporate official, address, phone number. pa Box 3 �4 � �1 g�2nd NC zS5 %o 5. Location of work (MUST ATTACH MAP). County: _ C 2 A Li P M Nearest Town or City: _ N o-W p,S 2 n.1 Specific Location (Include road numbers, landmarks, etc.): �-t y CL 5—, LtJ O 6. Name of Closest Stream/River. L A g 3o n l C2.M1e- /T tZ -z� Q, ya 2 7. River Basin: Neu S a= 8. Is this project located in a watershed classified as Trout, SA, HQW, ORW, WS 1, or WS II? YES [ J X10 [ 9. Have any Section 404 permits been previously requested for use on this property? YES [ J NO [ ,J� If yes, explain. 10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: _ 1% 8 -1- 11. Number of acres of waters of the U.S., including wetlands, impacted by the proposed project: Filled: 0, 9 -1 Drained: 0,00 Flooded: Eacavatd: 4 . 9 U Total Impacted: I - e �- 12s Description of proposed work (Attach PLANS -8111" X 11" drawings only): CLEAE 6 Ar-= s_�r� EKC- AVAr:r S+DR.mt;.)Aj-Gtt PoND QiZAOa 51TG- AND CoN4rlc�scT Access plLtt,�, P"(a "(LK.tN4 FrrJ0 y t1-D1N(n 5-2_ J e-711- iii 13. Purpose of proposed worir~ Cott 5•r(We -r M LNrAL 1-%/ -t t ;,� AGS �t111 S AN O 1 (L >arr —►tii 14. Slate reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken to minimize wetland impacts. 5 rm u4. t t zA11ow1 - Qy d-C6 btu., n16 a W rtAN05 — 3 -MtIdn WAT-V- PoNO 15 Oya%Ks,%aQ -M Pkd,og (Mlimum T4&-A—,mar r tr 9,4oat--r- 4mimmtzz V11PAc,— on) WAUF4 15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service OWS) regarding the presence or any Federally listed orproposed for listing endangered orthreatened species or critical habitat in the permit area that may be affected by the proposed project. Have you done so? * YES ( ✓j' NO[ } RESPONSES FROM THE USFWS AND /OR NMFS SHOULD BE FORWARDED TO CORPS. 16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic properties in the permit area which may be affected by the proposed project? Have you done so? YES ( vy NO ( ] RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS. 17. Additional information required by DEM: _ A. Wetland delineation map showing all wetlands, streams, and lakes on the property. B. If available, representative photograph of wetlands to be impacted by project. C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the delineation lino D. If a stormwater management plan is required for this project, attach copy. E. What is land use of surrounding property? VACANT A No TZ5 s t o a -nkt- F. If applicable, what is proposed method of sewage disposal? _ MJ N t o, PAa. Clow t- s 'r Gar; rnt 7' Owner's Signature Date oaAveA Rer l "Al. P CLb i <4 c A LM Q'.D Fi z o GRAPHIC SCALE N is". 1-1. F.` M =m rn z)ZI n n = �g r m yr (� in a 2 w� ta aZ ri �0 2 h h y n �? w irm S +m No �, On a ry LAn 1� a\ •sBeo. • U' � efz R z� ' "/ :�•/ / .ate � \/ � . � , , Fi z o GRAPHIC SCALE N is". 1-1. 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L jy pp `L ,o F5 ♦ / X41 /' H % \`♦ 39 ADAP --035 ; s s> /4 b ADDITIONAL 1 wETtnN % ♦\ �LANDa \ ' ' f `� e- ♦� 0 666 / J45 / 70 0 0% \ UPLANDS o / \ / RIVER CLUB, / \ \ �STORMrIVATER ♦ i WETLANDS �S00F i' \ i ♦ \ X66)\ 369• \ \ \ \\ yr\ \•\ ` /,/ ^ ^�♦ / ' 61 / / / I I CASE MANAGEMENT \N V/ ♦ ♦ sp. \ LEGEND R/W = RIGHT OF WAY IPF = IRON PIPE FOUND \ ♦ IP5 = IRON PIPE 5ET � / e / Gam♦ ' ��. / o / 4 Y'�agl�rr ri r�rby. CiARo bi l�. ♦ pr s:,,, * SEAL 5365 .0� A$BdPStps�ii` ^:` ♦ ♦ / / / 8 U) N U ao 04 STORMWATER @ BOTTOM AREA = 10,525 sq, f t. @ PERMANENT POOL AREA = 19,940 sq. f t. PERMANENT POOL VOLUME = 61,750 cu.ft. @ STORM POOL SURFACE AREA = 23,490 sq.ft. AREA DRAINING TO POND - 4, 0 Acres = DA SITE 1 inch RUNOFF @ 90% IMPERVIOUS = 13, 068 cu. ft. POND STORAGE = 19. 940 +23. 490 x 1.5 = 32,572 cu. ft. 2 SA/DA RATIO = 4.5 for SA = 4. 5 x 4. 0 x 43560 100 Oft BASIN DEPTH 7841 sq. f t. CONCEP T STORMWA TER PLAN 0 N rn N N 7 0 c lk �.: -1 • Z _ 'Yr A S1NdiinSN00 ONV S833NION3 ---- S91t�6 'ON 80f i8id `S3�IHO 'W 1�1880�J •31VG s ` -0300V SGNd_l13M t,&b VNI106VO Hi8ON kiNnO:D N3AV60 iHO13 638rinN dlHSNMO1 � � \ x -IdNO I l I GCV 56 —L I— I 0 ` Jco rd vL OL'8Z 31 1- £0 -SZS M8V- 0£ -vON £L £L v9 '8Z MU-OV -ZON ZL ZL 6Z '9Z 3LV- LS -8ZN IL IL E9'LZ ,00 9I M9E-6Z -£IN OL OL IFL'8Z MLE -OV -945 38£ -L£ -SIN 69 69 ,99 ££ 3L£- ZI-0VN 89 89 66.01 ES 390-CZ-8LS 49 L9 L9'9Z ZO'91 369-CI-91S 99 99 v£'ZZ 390-6Z -OZS MSI- £Z -OZS 99 99 89'91 61r Met- 99-v1S 49 V9 X0,61 SV 39Z- 99-90S E9 E9 6z ,/-1 3Z1- 40-VZS Z9 asaasasxaza= aaaaxxa :x axsaxxa :zzaa :azaosxa oN luiod a�uolstO bui�oa8 'oN lutod SONY113A 404 1VN011100V 19 ,8V 'SZ 31 1- £0 -SZS 09 09 L0,91 39Z- 60-005 6S 69 ,LV 'ZZ M9v -OZ-t 15 SS SS 9E,9I 3ZO- SZ -OOS LS LS ,00 9I reLZ- SZ-OOS 99 99 ,01 '9Z MLE -OV -945 SS 99 ,vV '9Z 3£S- 6Z -00S vS VS ,££ ' i Z MOZ-ZZ -6vs ES ES , l v' 1£ Alt-90-COS Z9 ZS ZO'91 M99-6V -lZS IS IS SI'ZZ 390-6Z -OZS OS OS LS'tZ 36Z- 91 -08S 61r 61P 60'ZZ 39Z-10-COS 8v SV ,l£ Ll MZO-l£-ElS LV L4 ,I9 OZ M9Z-90-41S 94 s ,E8.61 Ats -90 -808 Sv Sv IT'IZ M69— ZE —vts vv vv ,6S 'Si 30v— SV -61PS Ev Ell .60-41 3EZ—SE -14N Zv ZV .8z (;I 3ZE- St-ELS Iv It ,60 'OZ 3ZO-8v -9ZS 00 Ov ,101C MvE- 90-GCS 6£ 8£ ,90 'VZ 3ZV- 9Z -LVN L£ LE 89,1Z 380— OV —ZIN 9E 9E ,8L 'LZ 3ES— OV -61N SE S£ 60'41 38£- 99-Z4N v£ vE 611Z 38V- 8V-SVN E£ EE Z6'Vl 3£E-BE-vEN ZE Z£ ,E£ 'S1 3ZS- VE -£tN 1E 1£ ,9L 'LI M61- 99-OSN OE OE SS 'ST MOZ- LZ -LLS 6Z 6Z 09'61 M££-91 -6vS SZ 8Z 9£'Sl MSO -SZ -99N LZ LZ ,SO'ZZ 39v-1E -80N 9Z 9Z v0'61 3ES- OV -84N 9Z SZ ZL 9t 340- 10 -OVN vZ VZ ,v8 'EZ 390- 89-99N EZ Ed VO vl 3EZ- 99-19S ZZ ZZ 6E'6I 310- 9E -LVN IZ IZ SS'LZ MLV— ZZ —vEN OZ OZ 6E'6Z MLO— iZ -6EN 61 6t 66'Lt M9£—SV —IVN 91 91 ,01 'LZ 390— EO -6ZN L I LI ZS'6Z 3K —EE —LEN 91 91 8v'ZZ 319— ZV —vtN St St L6-V£ 310- ZV -09S V1 vl l9 '9Z 39E -60 -ICS £I EI ,£v £Z 30v- 91 -08S ZI el ,OE LZ 310 -01 -SON It it LZ'91 MO1- 80 -OON OI Ol ,El'vZ M00- OV -EVN 6 6 91,1Z M61 -9E -VON 8 8 LS'SZ 360- 90 -61N L L ,SS 8E MvI -ZO -99N 9 9 SZ LS MLS-E£ -E9N S S ,8L '99 MLS-LS -ISN v v ,E9 '££ M8Z- 00 -69N E E ,9v '6Z M££ -99-99N Z Z L1 "6£ Mgt- VO-CON I = xs.a.xx.axxsx= oN -lutod xxsxasc a3uolst0 xx--- x :axzxxxxxxaxs butioag ON lurod 01 NI083 SONY113M .w £LSi•1 •� : IV3S : .bpi •'•��'b) �o • da ���,•' 59£5 7d3S •4. � as u • +a + +'. 1 — - `"' " 14 C/ •31VO S I Hl VIONJ S21V3A 3321H1 0330X3 01 ION OOIN3d V 803 NOdn 03113N 38 AVM NOIl0I0SI8nf 404 N0I103S 30 Sl I M I 1 3H1 30 NO I 1VN I MNjl30 S I Hl 'SNO I 1V1n03N 03HS I 18nd NnO 80 MV1 3H1 NI 30NVHO V SI 383H1 SS31Nn •1V'ld SIHl NO SONY113M SV 030n10NI 3NY 1VnNVK L861 3H1 N30Nn SONY113M 03830ISNOO 38 01nOM HOIHM SV321V 11V •1VnNVW L881 3H1 9NISn A8 03NIAN3130 38 O1n00 SV lOV 831VM NV313 3H1 30 404 NOI103S 830Nn NOI10I0SINU 30 A21VONn08 3Hl S10Id30 Al31Van00V 1V1d SIHl 30 Ad00 SIHl 1VHl S3IJUN30 SIHl NOI1V0I3I12130 S2133NION3 30 Sd8OO AM8V 139 3dld NON1 = Shc ` CINf103 3dld NoNi = .4dl �\ J vm 30 ipolN = MAS ♦ �A. ♦ ♦ ♦ .s9 I?o ♦� .00 1-491k JJ � ♦ lP� Na 4 • \ o ' •' +a ^ 01 9— + 1 pp• • � of 1 �.� �.; __, ,..«� �1I S I •�, �.•�'', �y�' �.. w ss •`'•w �� / Oti ♦ .s9 I?o ♦� .00 1-491k JJ � ♦ lP� Na Z r� ` ♦ Sp AS. L jy pp `L ,o F5 ♦ / X41 /' H % \`♦ 39 ADAP --035 ; s s> /4 b ADDITIONAL 1 wETtnN % ♦\ �LANDa \ ' ' f `� e- ♦� 0 666 / J45 / 70 0 0% \ UPLANDS o / \ / RIVER CLUB, / \ \ �STORMrIVATER ♦ i WETLANDS �S00F i' \ i ♦ \ X66)\ 369• \ \ \ \\ yr\ \•\ ` /,/ ^ ^�♦ / ' 61 / / / I I CASE MANAGEMENT \N V/ ♦ ♦ sp. \ LEGEND R/W = RIGHT OF WAY IPF = IRON PIPE FOUND \ ♦ IP5 = IRON PIPE 5ET � / e / Gam♦ ' ��. / o / 4 Y'�agl�rr ri r�rby. CiARo bi l�. ♦ pr s:,,, * SEAL 5365 .0� A$BdPStps�ii` ^:` ♦ ♦ / / / 8 U) N U ao 04 STORMWATER @ BOTTOM AREA = 10,525 sq, f t. @ PERMANENT POOL AREA = 19,940 sq. f t. PERMANENT POOL VOLUME = 61,750 cu.ft. @ STORM POOL SURFACE AREA = 23,490 sq.ft. AREA DRAINING TO POND - 4, 0 Acres = DA SITE 1 inch RUNOFF @ 90% IMPERVIOUS = 13, 068 cu. ft. POND STORAGE = 19. 940 +23. 490 x 1.5 = 32,572 cu. ft. 2 SA/DA RATIO = 4.5 for SA = 4. 5 x 4. 0 x 43560 100 Oft BASIN DEPTH 7841 sq. f t. CONCEP T STORMWA TER PLAN 0 N rn N N 7 0