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HomeMy WebLinkAbout20140432 Ver 1_More Info Received_20140609Southern Environmental Group, Inc. 5315 joutk College (load, Suite F • Wilmington, North Carolina 28412 91 0.452.271 1 • Fax: 91 0.452.2899 - office@segi.us • www.segi.us 9 June 2014 Electronic Mail [SEGi Project #: 14- 016.01] NC Division of Water Resources 401 Unit WiRO Attn: Ms. Joanne Steenhuis 127 Cardinal Drive Extension Wilmington, NC 28405 Joanne. Steenhuis'ci';ncdenr.Gov RE: Response to DWR Request for Additional Information regarding Isolated Wetland Impact Permit (IWGP100000), Pluris Wastewater Treatment Plant DWR Project #: 140432 Pender County, North Carolina Dear Joanne, This letter is in response to your request for additional information dated 30 May 2014, where you state the following: This office believes that the structures labeled on the plans as HRI basins can be moved or reconfigured to avoid the impacts to the isolated wetlands. Please revise the plans to avoid the impacts or provide a detailed explanation of why this plan for the activity cannot be practically accomplished, reduced, or reconfigured to avoid impacts to the isolated wetlands. (Title 15A NCAC 02H .0506(f) & (g)) In your absence, Mr. Michael Gallant (Engineer) spoke Nvith Mr. Jim Gregson regarding the matter. Due to the uncertainty of the design of the plant, the layout was not included on the originally submitted site plan and plainly labeled "Future Development ". The site plan has been updated to depict the preliminaiy layout in order to show that the entire tract is dedicated to the wastewater treatment plant (see the attached addendum Appendix J to the PCN for details). With that being said, the proposed site plan is the least environmentally damaging, practicable alternative. It is my sincere hope that the information found Nvithin and attached to this correspondence Nvill allow the DWR to process the approval request and the authorization Nvill be issued. However, if you find you need additional information, please do not hesitate to contact me at 910.452.2711 or email me at dlutheran(d.seQi.us. As ahvays, thank you for your time and for assistance Nvith this project. We look foixvard to hearing from you. Sincerely, Dana A. Lutheran Project Manager Enclosures: Appendix J to the PCN (addendum) Cc: Ms. Jennifer Burdette — NC DWR 401 Oversight Raleigh ( Jennifer. burdette'cincdenr.gov) Mr. Jim Gregson — NC DWR WiRO (Jim.Gre(son(d;;ncdenr.(ov) 00 0-) M > 0j i n N89 °43'D4'�- 8.493'02 "E 781 29' ---------- I----------------------------------------------------------------------- --- --- --- --- --- --- --- --- -- ---- --- — — — — — i 200 L EVEL S EADER OR SURPLUS GROUND WATER IMPO DMENT VERFLOW LEVEL LIP EL. = 37.5 FT. / � I C Rn, I SURPLUS GROUND WATER ` I Z ✓ / / / / / / / / / / / �` IMPOUNDMENT OUTLET STRUCTURE D ✓ / / / / / / /// // / ` m �z i SURPLUS GROUND WATER IMPOUNDMENT I O TOP OF BANK EL. =42 FT. ` �J I O O/ / / / // // // WATER LINE EL. =38.5 FT. LC) , BOTTOM EL. = 31 FT. i APPROX VOLUME = 4,138,564GALLONS 1 X BOTTOM EL. 30 FT. I SURPLUS GROUND WATER USE PUMPING STATION MAX WATER LEVEL EL. 38.5 FT. HYDROPNE ATIC TANK MAI I I I o - - -- I I I C9 r ICT) / " I L O DER DRAIN OUTFA /N 9 °43 02 E 481.29 � INVERT EL. 39 FT. — — r/ -� -� 0 5 /M9 FOO�PRIN I Vj / / / / I Z 70.26MCybI ITIA F W /// iD i BR T�EAdMliq/TAANT // // Z 00 V///// / / / / /I�F'LUfN�T/KIOT��I YD /R / TF I ; -/ / / FIPVE�SCRE15/'�ND / I C9 O // // // // // // C�1D CeN OLA TWELL O / / / / L I PRO 'OSED WELL � r// / / / / / / / / / / / / / / / / //I ° SURPLUS Z j O ROUND WATER 7 HIGH� K I A L REUSE LI / �RF Z W 12 "INFLUEN W /H B,9SIN i / /; // / FORCE MAIN Un W / / / / / / / / / / / / / / /TOP/OFjBA. 454`T/ I/ / / / MAX WATER LEVEL I N / / / / / MAX,ZA* L V�EL.��. / NM,zo EL. 43 FT. M 36so ' 00 / B&T M E�. 3 FT/ / _ — — — —� / / / / - - - - -- / �} I LLJ N �n //j//j//j//// / / / / / /�T�FOGT�RINl�= 5,328/SF//✓ / / / /// 3x1/ // I z W to Q --- - - - - -- - - -- - - -- / / / / / / / / / / // /✓ / r- 0 / I i XBOTTOMEL. 8 T. //� / / j IWL'fEO Et4i'A gP T/ /3 ,4 SF G/72 A ESQ // /, // / // // // // / /HRI�6951N ✓/� / I // / m /TOP /OF ANK 45 1F . I M WATER LEVEL /MA k� LLO�NT/ E -,/4'3 F / .z EL. 43 FT. ' IrM a'0 N \3S SI�/3950 _ _ _ _ _ _ _aj0 Z. 1 �- -�-T �f - -- — / GROUND WATER LJBSURFACE //v �3 28 / /// I / / / UNDERDRAINAT hh'SETEMCK INVERT EL. 38.5 FT . r XBOTTOM EL. 313 FT. ��,a=o i ---------- - - - - -- SECURTY GATE I n Q iNV so � U 10 IM I / b . , 4# .�+ MR a SITE k O 4 i� tr o ` ti .a tQ 0 VICINITY MAP NTS LEGEND SYM BEARING AND DISTANCE 320.29' S75.41'20 "M PROPERTY BOUNDARY — — — — — — PROPOSED CONTOUR EXISTING CONTOUR WETLANDS ------ - - - - -- 'A' BUFFER "C" BUFFER 7' SECURITY FENCE S ❑IL ROAD GROUND WATER UNDERDRAIN — — — — — — ROW LINE - - - - -- ROAD CENTER LINE THIGH CHAIN LINK / PERIMETER FENCE W /` / /N 12 "INFL ENT FUTURE BASINS ,' ,' / FORCE M IN � / / / / i i / � ♦ / / / / / / / /' / / / / O '� ter• ol // D \ ez �>9 / ,'� � ♦♦ �' FUTUREF(RI BASINS SURPLUS GROUND ArT / ♦' / i' i' / / REUSE LINE // // / / / / / / / / / / /// / /� %/ / / / / / / / %♦•� / / / / / ol 000 \ 8' HIGH LAN ,� PRIVACY BERM ♦`,� / / / / / / / / / / / / / / / / / / / / / / / / / / /� / / / / PTv � \ '•, ♦ / ,- r/ // // // // // / /// / AUK / / / / / / / / / /// FUTURE WWTP SITE 24" RCP DRIVEvvxY CULVERT \ 30' RADIUS TYP. 60' 0' 60' 120' 180' \ 1" = 60' \ ISOLATED WETALNAD IMPACT SITE PLAN C- 1 989 ISM Michael C. Gallant PE, PA Engineering / Consulting / Design GALLANTMC @YAHOO.COM PO BOX 4039 SURF CITY, NC 28445 910.448.1046 / Y2 SF ENTIR C"Iel\\,YV / SE,T A F,KZOM 11 v JARY PLAN - R CONSTRUCTION PLURIS HAMPSTEAD, LLC 2100 MCKINNEY AVE SUITE 1550 DALLAS, TX 75201 SP NOTE: ANY PLAN THAT DOES NOT BEAR AN ENGINEER'S SEAL, SIGNATURE AND DATE IS A PRELIMINARY PLAN AND NOT RELEASED FOR CONSTRUCTION C-) Appendix J to Isolated Wetland Impact PCN 0 M CA M