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HomeMy WebLinkAboutWSMU_MRSV_Email_20070615 ► -feud (,vu� , - ,,,,� tAYrticld 1,•Q ha t W , t wi 1 k cro1c r's"\--,. 14(s`/Q cicLe/ --cs\dr‘ k eteary4 to r Jec . Loll( tie 60,AAY 1✓4 shojIa ,'cdC t- US(74 mftt; s vrivskAAJAz TA to fra6 ? lis\o& Cka 4,0 r' , Yorom ik ss +L (o'C( - w i t( R Svi kt-G6W'Yt'I"" t Re: k 150 Project;Sketch Plan Submittalili iO�M V t L l6 1. 7 Stibject: Re: FW: Hwy 150 Project; Sketch Plan Submittal From: Julie Ventaloro <Julie.Ventaloro@ncmail.net> Date: Fri, 15 Jun 2007 15:33:44 -0400 To: Craig Culberson <cculberson@ci.mooresville.nc.us> Craig, I've reviewed the details of the Highway 150 project. This project, as designed, is in violation of buffer rules for high density development in a WS-IV. Mr. Sanchez is correct in his interpretation of 15A NCAC 02B .0201 (f) in that the filling of the pond, a perennial feature, may occur provided a 404 permit from USACE and 401 certification from DWQ is secured. However, it does not exempt the project from complying with the buffer rules for the perennial waters upstream and downstream of the filled reach. Because this is a high density project, 100-foot vegetative buffers are required. What this means is that there would need to be 100-foot buffers between the retaining walls and the remaining pond areas upstream and downstream of the project. This would result in a large decrease in buildable area on the property. It seems the owners will have to redesign the project to comply or pursue a major variance to the buffer requirements of the water supply watershed rules. Please let me know if you have further questions, Julie Ventaloro 1' - .0-4 c,&,('- NC DENR-DWQ NPS Assistance & Compliance Oversight Unit 7 04..sq---1_11 q"7, 1617 Mail Service Center, Raleigh, NC 27699-1617 Phone: (919) 733-5083 ext. 530 Fax: (919) 733-9612 Craig Culberson wrote: Here is the e mail with the pdf attachment. Please review and comment. Thank you very much, l I a� Craig Culberson, AICP �ro,l 'e1112!plo'1 (} (I a✓+4i4v� 6��n� t S ,,�.Jq`��-"���. Planner, Town of Mooresville SGT U+ u PO Box 878 felrl �dLc 1 -9 && Mooresville NC 28115 1{ (' @1� (may-- , t C Mt 4 n�`F'l...h r`'s (u- (704) 662-7041 cculberson@ci.mooresville.nc.us <mailto:cculberson@ci.mooresville.nc.us> *From:* Ted Sanchez [mailto:tsanchez@greenbrierdesign.com] *Sent:* Tuesday, June 12, 2007 4:51 PM *To:* Craig Culberson *Subject:* Hwy 150 Project; Sketch Plan Submittal Craig, Review of the Mooresville Land Development Process Manual indicates that a "sketch plan approval box" is to be placed on the plans; do you have an example of what that is to look like? It is not included in the Mooresville standard details. The manual's sketch plan requirements also indicate that the proposed trip generation information for the development be included with the submittal. Our proposed project includes about 7, 000 sf of commercial/retail space, is a traffic study warranted for this site? Please advise regarding the approval box and traffic study requirements. I have attached a 1 of 2 6/15/2007 3:33 PTV Re: FW:Hwy 150 Project; Sketch Plan Submittal 4 IF "preliminary" sketch plan drawing for your convenience. Please call me if you have any questions. Thank you, Ted J. Sanchez, Jr., P.E. GREENBRIER DESIGN GROUP, P.C. 2108 South Blvd. , Suite 114 Charlotte, NC 28203 (704) 347-4972 Telephone (704) 347-4973 Fax TSanchez@Greenbrierdesign.com <mailto:TSanchez@Greenbrierdesign.com> 2 of2 6/15/2007 3:33 Plv _.1 .. t.: yi tor . attbri ., ., ) 1 „,..._ 1... I,. or" I 7,, � (.6.- �" -ems tif .,° ice_ :L. .,. 4.i( a I f `,,y1 .. .. ,. of .V dim_. - f'� -• 11 . 1 :_ _... •mimit i t ,_ gif . ... il 2 ID , sillit. ....jA . . . , • .. ii-0,21fr.. •____„. 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I , 'r AiriC t. f..'.. ', • • V, • ' ... 4;I,. -.. ''I': — ,--,•,-'.kit, --.- . ,,,, .. . • . -A. .! .r -ts, . - _ ;.,.. 4 :'' ..." ` '.It ..-,G,, ....-• . . ., 4-4tIm. , ., ....tx. , .„..: . .,-J .. .... 0., f •al, .0 V` g ' , ANY°.t s . '4 Vi.` • -• . .ti' , Ilk ._ 41 . . , '4.:: 1...)1.•., .1.4, ....-.-, -4, #;:',,•- ".•444., 14-nr ... ...AIR, . D . ',..a e. r •,te-'41a* :,._ •. 4 ., z.... 4 - . e .- • ....:; . 4,-- ewe': '" ., • " i iFi. '_, t... , ... 4'( •, su-• / / 1_ E / . .4 SL. -1111-11— Lb 3-• - . .. , .....:•••.. •", io. _M iiiCC2---2...--.-: ,•4---,_ O�(jF W TFRO Michael F. Easley,Governor William G.Ross Jr.,Secretary r North Carolina Department of Environment and Natural Resources Alan W.Klimek,P.E.Director Division of Water Quality April 24, 2007 DWQ# 07-0567 Iredell County Mr. Parker Nealy, Jr. Hwy 150 Land Company, LLC 16930 W. Catawba Ave., Ste. 205 Cornelius, NC 28031 Subject: Hwy. 150 Commercial Site, Mooresville Dear Mr. Nealy: You have our approval, in accordance with the attached conditions and those listed below, to fill 0.49 acre of open water to develop the site in Iredell County, as described in your application received by the Division of Water Quality (DWQ) on March 30, 2007. After reviewing your application, we have determined that this project is covered by Water Quality General Certification Number 3631, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. The General Certification allows you to use Nationwide Permit Number 39 once it is issued to you by the U.S. Army Corps of Engineers. Please note that you should get any other federal, state or local permits before proceeding with your project, including those required by (but not limited to) Sediment and Erosion Control, Non-Discharge, and Water Supply Watershed regulations. The above noted Certification will expire when the associated 404 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. If you change your project, you must notify us in writing, 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 the Certification and approval letter; and is thereby responsible for complying with all conditions. In addition to the requirements of the certification, you must also comply with the following conditions: 1. The Mooresville Regional Office shall be notified in writing once construction at the approved impact areas has commenced. 2. The work shall be conducted "in the dry". 3. Storm water discharge structures at this site shall be constructed in a manner such that the potential receiving streams (of the discharge) will not be impacted due to sediment accumulations, scouring or erosion of the stream banks. 4. A final, written storm water management plan (including a signed and notarized Operation and Maintenance Agreement) shall be submitted to the 401 Oversight and Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604)within 60 days of the issuance of the 401 Water Quality Certification. The storm water management plans shall be approved in writing by the central office before the impacts specified in this Certification occur. You have the option of using the Express Review Program for expedited approval of these plans. If you propose to use the Express Review Program, remember to include the appropriate fee with the plan. The storm water management plan must include construction plans, specifications, storm water BMP worksheets, and supporting calculations. Nat�raolina North Carolina Division of Water Quality 610 East Center Ave.,Suite 301 Mooresville,NC 28115 Phone(704)663-1699 Customer Service Internet. ncwaterqulaity org FAX (704)663-6040 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer—50%Recycled/10%Post Consumer Paper The storm water best management practices are required to be appropriate for the surface water classification and designed to remove at least 85% TSS according to the most recent version of the NC DENR Storm water Best Management Practices Manual. These facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly approved by the Division of Water Quality. Also, before any permanent building is occupied at the subject site, the facilities (as approved by this Office) shall be constructed and operational, and the storm water management plan (as approved by this Office) shall be implemented. The structural storm water practices as approved by this Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural storm water practices shall be made without written authorization from the Division of Water Quality. 5. Upon completion of the project, the applicant shall complete and return the enclosed "Certificate of Completion" form to the 401/Wetlands Unit of the NC Division of Water Quality. 6. Continuing Compliance. The applicant (Parker Nealy, Jr.) shall conduct all activities in a manner so as not to contravene any state water quality standard (including any requirements for compliance with section 303(d) of the Clean Water Act) and any other appropriate requirements of state and federal law. If DWQ determines that such standards or laws are not being met (including the failure to sustain a designated or achieved use) or that state or federal law is being violated, or that further conditions are necessary to assure compliance, DWQ may reevaluate and modify this certification to include conditions appropriate to assure compliance with such standards and requirements in accordance with 15 A NCAC 2H.0507(d). Before codifying the certification, DWQ shall notify the applicant and the US Army Corps of Engineers, provide public notice in accordance with 15A NCAC 2H.0503, and provide opportunity for public hearing in accordance with 15A NCAC 2H.0504. Any new or revised conditions shall be provided to the applicant in writing, shall be provided to the United States Army Corps of Engineers for reference in any permit issued pursuant to Section 404 of the Clean Water Act, and shall also become conditions of the 404 Permit for the 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 that conforms to Chapter 150E of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. 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 Mr. Alan Johnson in the Mooresville Regional Office at 704-663- 1699 or Ms. Cyndi Karoly in the Central Office in Raleigh 919-733-9721. Sincerely, / ( t rS /c for Alan W. Klimek, P.E_ Attachments: Certificate of Completion cc: Army Corps of Engineers, Asheville Ian McMillan, Wetlands Unit MRO, Land Quality Becky Fox, EPA Central Files File Copy Tamp Bandy 12..Site questions r 1 estions �� -6, 11 6 `'13 (iD ri f..41,4-0" . f-�1� Subject: Re: Site questions �v a V �5 b From: Boyd Devane<boyd.devane@ncmail.net> U Date: Wed, 13 Jun 2007 09:23:19 -0400 kV -L4,,01 • To: Craig Culberson<cculberson@ci.mooresville.nc.us> �'' At CC: Julie Ventaloro <julie.ventaloro@ncmail.net> .,ss,.",i Craig, I am no longer working with the water supply watershed program. I have transferred your request to Julie Ventaloro. I'm sure she can help. She can be reached at 919.733.5083 ext 530. 1,4... Craig Culberson wrote: GC_ Ye— 7 / '�D 3L , LAIfif- ,06e4-►'d iat,ck 39 Mr. Devane, I have an issue with a site in Mooresville. The developer has proposed to fill in an existing pond. He has sent me correspondence stating that he has state approval to fill in the pond but I do not know if he has water supply watershed approval. I am including a copy of his correspondence below. Could you take a little time to review this and give me an opinion as to whether or no • rshed concerns? The property is located within the . I would greatly appreciate any insig at you can give me on this. 1 y�J 600 Craig, 4* In a previous e-mail (5/25/07) you mentioned that you had concerns whether the pond could be filled-in, in compliance with the state water supply watershed regulations. I forwarded your question regarding this issue to the environmental consultant for the project (Tamp Bandy, Wetland and Natural Resource Consultants, Newton, NC 828-302-3437) and have included his response below; It is my understanding that the issuance of the 401 Certification addresses the concerns and intent of the Water Supply buffers. The 401 Water Quality Certification from the Division of Water Quality has certified that the waters may be filled and therefore removed from jurisdiction such that there would be no perennial waters present. This approval was achieved by meeting both the storm water treatment BMP requirements (to be approved prior to impacts to the waters) and by meeting the mitigation requirements to replace the lost uses / functions (accepted by the NC ' Ecosystem Enhancement Program) . O With respect to the WS Buffers, the intent of the buffers is to protect the water quality and uses as classified in the WS rules under the Antidegradation Policy. As stated in Section .0200 - //Classifications and Water Quality Standards Applicable to Surface Waters and Wetlands of NC (15A NCAC 02B .0201 (f) of the Antidegradation Policy) : "Activities regulated under Section 404 of the Clean Water Act (33 U.S.C. 1344) which require a water quality certification as described in Section 401 of the Clean Water Act � (33 U.S.C. 1341) shall be evaluated according to the procedures outlined in 15A NCAC 2H �M- .0500. Activities which receive a water quality certification pursuant to these ,m. procedures shall not be considered to remove existing uses. . . "// Based upon the above, are the watershed issues resolved? Also, in your previous email, you stated that "the issuance of the permits for the walls and grading must be done in the context of an overall site plan. The site plan must include all of the other information such as impervious coverage, storm water mitigation measures, site plan requirements, driveway access etc." We will submit a plan that includes a specific site layout with water quality basins sized for the associated impervious area. However, please be advised that the Owner only intends to perform rough grading and retaining wall construction initially. The initial construction phase will not contain any impervious area and the water quality basin(s) will not be constructed during this phase. The water quality basins will be constructed in the future when impervious surface is placed on the site. Any revisions to the site plan and/or water quality basins will be submitted when (or prior to) building plans are submitted. 1 of 2 6/13/2007 12:38 PM R� Site questions Utility service connections and driveway connections will also be delayed until building construction. However, a NCDOT permit application will be submitted with the initial phase. It is our understanding that sanitary sewer and water utilities are available in the Hwy 150 (West Plaza Dr) . Please confirm that the approach described above is acceptable to the Town of Mooresville. Please call if you have any questions. Thank you, Ted J. Sanchez, Jr. , P.E. GREENBRIER DESIGN GROUP, P.C. 2108 South Blvd. , Suite 114 Charlotte, NC 28203 (704) 347-4972 Telephone (704) 347-4973 Fax TSanchez@Greenbrierdesign.com <mailto:TSanchez@Greenbrierdesign.com> Thank you very much for your time. Sincerely, Craig Culberson, AICP Planner, Town of Mooresville PO Box 878 Mooresville NC 28115 (704) 662-7041 cculberson@ci.mooresville.nc.us <mailto:cculberson@ci.mooresville.nc.us> n 11* N. 11? 2 of 6/13/2007 12:38 PM 11 , , ..,. , ,,,,,,,,, DEVE.E(MC((19L377LOAO9O009WSOO44T34NTRS))10 0E EP P LS383wL399MI84AA 35L1Z9C-L-E.5A EA022N CN.T1 1ECA22RCN.T01WONC2.BM. 3EPFEAM0HA DR E3 OAAR1 SA NO.NEE TYA.L.A OWER T03E .W. C TTEO .R2E0N1 IUSC — 3T A • .'i01:;i..:l'11/41!1 A1 VICNTY MAP 0,1.T.S.) ,,. I OWNERS TED SANCNE2 WA.PE REPRESENTAN3E, GREET...ER 0390N CAPP RC (704)147-4972%TONE (704)347-4973 fAx TSANCNE201GREENORTERDESIGN C041 E-mmL .,-.,,,.....„. ......, r. \ . C. - G- WA Y 1 5 0 1,41,REEERENCE MO 23-30,DEED BOON 1330-473 . , 2011401:Pik 4337-43-7939 0 4337-43-6997 1 , i LOCATOAM CCOOLE GREEN TO11043149.1REDELL COUNTY 11 a PROPOSEDZ _' 913 ACREAGE I 96 ACRES.05.132 SE) __ D DRIVE ; msacnom 103H Or MCOR9SMLIE. , . ZCN1NG H-B SMACKS AND moto-v.etavNo SETBACK NTH -.. \---- WATERS t 5'LANDSCAPE BUFFER 90E...10%MACK REAI2-ILE SETBACK LOT 3 LOT 4 . I I -.,:,.°,';_7.r.,_.„, 1 mAXNUM , ..I , ,,,„„,„„..„ I 1_.......---PROPOSED WATER QUALITY BASIN pl BUILDING 000001 SD 0 ml I III 1 (29,3306 SF DRAIN AREA/2,300-P SF A , I)) 1 BIORETENT)ON AREA) ONIN f V WATERSHEO ZG E.STRICT wS-v- NI.A C1997,NT I (MA%3n.I BULT-LPON 8000) PROPOSED LIMITS OF DISTURBENCE f' PRDPOSED USE 53 CONNERCAL-RETA. ,, ' -- — --/I*Y 2 PRCOOSED 41.3603 SAT WO 1.1-1WIGN WE PROPOSED RETAINiNG WALL ,,, -- iAAAAA(°I DEVELOPMENT. ...,,,(711 ovvino,u4 T,r,,,,11,t,,,c...,V:IY.B01- ALLOWABLE CE 43.519 7) i I I ' BLDG -- rsCROSED WATER , OUAILTY BASINS ON(A)INTMODAL WORETENTIGN AREAS, 3 - - 5,Ot 0 SF-- I 92E0 REP NEDENR-01100 STORmwATER RENT AWACTICES , __--- PROPOSED RETAINING WALL_ ,,.,,,..7"":".. . 31 7. 1---F,:,,RA=EE,s1t41,264cFEGULATED '':',II6 3 3I g,,, ,,,, -- , N,R 1 Tow-297 0 1 .222 ....111-_,-_ ---_r _.: —____ , _ sow.2/2 _ I LIMITS OF EXISTING REGULATED WATERS----"- ',, 1 p , --i- 000;,,,,o, , - o if-LIMITS OF EXISTING REGULATED WATERS -_ _ PROPOSED 60*RCP HIT / 1 -j 1 %F.' ' I I Er_DO 1 .. _ I 2,040 SF 1 \ \ _-_-1----PROPOSED WATER QUALITY BASIN 42 ggIR2- PROPOSED DIVERSION DIVERSION SWALE co,,-._.-, , oo , , (30.270i SF DRAIN AREA/2,,00#SF - -2 - . ..- I i BIORETENTION AREA) 'g '5/ LI a PROPOSED WATER QUALITY----------L„ "a, BASIN DRAINAGE AREA(TYP) „,................„, —.........__ F .._,...,.. .., ...,,,,............L..,,,,,ftf. , -- •f —— a-R,... . il ,, I *----PROPOSED DIVERSION SWALE i — „. BIOREEENTION DRAINAGE AREA SIZING COMPUTATION, BASIN #1 (00) 7450 AREA 0000000SPAWO AREAS 19.1,0 069 0 95 18 JAB _--_ r ' CAWS.HEAVY$UL,TY c, 10 Deo 34% 0,5 3 510 * ' REFuTiFit,BIOREITTON APEA-""...„;A ,,,,A . ,507 5, Al,„ ,A,..„„. I,i2 ,,,CIVIHOUt SANO0E0) I ..— '''''Y.. '''-.., . ./X 0,DRAW AREA X.C. [ (ll.2.300.) . . - - , --,-, BIORETENTION DRAINAGE AREA SIZING COMPUTATION BASIN#2 i 1 i f,, , ,, ,, ,„ .RSACE 11,1E PRO X OP 'C. AREA A.C., (Sr) 8-1314 AREA 1... „ ' SA, A NulL0N3S/PAVED AREAS 22090 7.33 0 95 20,986 1'. ''. ' ' .... GRAPHIC SCALE If I1;2 ',.. .,,,...1"- ', ,--,-„,,,,,,,,,,,, 8_100 27# 0 3.5 2.363 i a . I. a w .:- " 1, '1 ' , —.3Belleiiiilreeni. —L_ _-,..7„.-1' ' .. 11074LS 30.2/0 1009 21,3*, ' i.' 1.1 1 043.702Tn. „..., A 1 ''.1.F"6'..""'111.,'.1" OAR X 23.649 - 1.669 sr ca ,,. . sn(mTHOUT SA1100313, A .ON AR Cram.AREA V-CT (USE 4339 S2) 413110 20070567 • Wetland and Natural Resource Consultants, Inc. P A II ! March 29, 2007 US Army Corps of Engineers Attn: Mr. Steve Chapin 151 Patton Ave, Room 208 Asheville, North Carolina 28801-5006 " "" ` ' RE: Hwy 150 Land Company, LLC - Hwy 150 Commercial Property a;‘, ,itt1f ta Nationwide Permit 39 Request MrR 4 Mooresville, Iredell County, North Carolina • `` •;;; ,:r.w �' VA) . ,.. Mr. Chapin: • The purpose of this correspondence is to request that a Nationwide Permit 39 be issued for the above referenced project. The impacts requested in this permit application are limited to less than 2 acre of open waters. These impacts are necessary to provide a buildable lot for commercial development. Construction of this project will involve extensive measures to limit the amount of impact on the surrounding open water areas. Large stones will be placed into the proposed impacted area (0.49 acres of open water) to allow for heavy equipment to drive into the pond and begin construction. Sheet pilings will then be driven into the pond bottom along the limits of impact. The water inside the impact area will be pumped downstream, and the water coming upstream of the impact area will be pumped around. Once all the water is drained out, the area will be filled, and a culvert will be installed to provide hydrologic connectivity of the remaining open water areas on site. This culvert will be sized and located in such a position that the existing pool elevations of the ponds above and below the impacted area will be maintained. Retaining walls will be installed on either end of the impacted area in order to limit the amount of impact. Mitigation is proposed through purchase into NC EEP at a 0.5:1 ratio, riparian wetland to open waters. A request for 0.25 acres of riparian wetland restoration has been submitted to NC EEP. A copy of this In Lieu Fee Request Form is attached for your review, and a copy of the acceptance letter will be forwarded to your office when one is received. Newton Office Canton Office PO Box 224 wnrinc.com PO Box 882 Newton, NC 28658 Canton, NC 28716 828-465-3035 828-648-8801 828-465-3050 Fax 1 828-648-8802 Fax 2 0 0 / 0 5 6 7 Office Use Only: Form Version March 05 USACE Action ID No. DWQ No. (If any particular item is not applicable to this project,please enter"Not Applicable"or"N/A".) Processing 1. Check all of the approval(s) requested for this project: ® Section 404 Permit ❑ Riparian or Watershed Buffer Rules ❑ Section 10 Permit ❑ Isolated Wetland Permit from DWQ ❑ 401 Water Quality Certification ❑ Express 401 Water Quality Certification 2. Nationwide, Regional or General Permit Number(s) Requested:39 3. If this notification is solely a courtesy copy because written approval for the 401 Certification is not required, check here: ❑ 4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII, and check here: (1 5. If your project is located in any of North Caroiina's twenty coastal counties (listed on page 4), and the project is within a North Carolina Division of Coastal Management Area of Environmental Concern (see the top of page 2 for further details), check here: ❑ II. Applicant Information tv• t I. Owner/Applicant Information hi P^R .1' 00 J Name: See attached agent authorization form Mailing Address: ,,.^ `•`;'` Telephone Number: Fax Number: E-mail Address: 2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter must be attached if the Agent has signatory authority for the owner/applicant.) Name: Tamp Bandy Company Affiliation: Wetland and Natural Resource Consultants, Inc Mailing Address: PO Box 224 11 South College Avenue Newton,NC 28658 Telephone Number: 828-302-3437 Fax Number: 828-465-3050 E-mail Address: wnrinc@aol.com III. Project Information Attach a vicinity -map clearly showing the location of the property with respect to local landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property Page 1 of 8 boundaries and development plans in relation to surrounding properties. Both the vicinity map and site plan must include a scale and north arrow. The specific footprints of all buildings, impervious surfaces, or other facilities must be included. If possible, the maps and plans should include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion, so long as the property is clearly defined. For administrative and distribution purposes, the USACE requires information to be submitted on sheets no larger than 11 by 17-inch format; however, DWQ may accept paperwork of any size. DWQ prefers full-size construction drawings rather than a sequential sheet version of the full-size plans. If full-size plans are reduced to a small scale such that the final version is illegible, the applicant will be informed that the project has been placed on hold until decipherable maps are provided. . 1. Name of project: Commercial Site 2. T.I.P. Project Number or State Project Number(NCDOT Only): N/A • 3. Property Identification Number (Tax PIN): 4657-43-8997 and 4657-43-7969 4. Location County: Iredell Nearest Town: Mooresville Subdivision name (include phase/lot number): N/A Directions to site (include road numbers/names, landmarks, etc.): From I-77, take the Hwy 150 exit and head east. The site is approximately 1000 feet past Charlotte Hwy on the right just past a gas station. 5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that separately lists the coordinates for each crossing of a distinct waterbody.) Decimal Degrees (6 digits minimum): 35.5875°N 80.8339°W 6. Property size (acres): 1.96 acres 7. Name of nearest receiving body of water: Reeds Creek 8. River Basin: Catawba (Note — this must be one of North Carolina's seventeen designated major river basins. The River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.) Describe the existing conditions on the site and general land use in the vicinity of the project at the time of this application: The upper portions of a pond cover approximately 25% of the site. Approximately 45% of the site is in open cutover field, while the remainder of the property (approximately 30%) is forested. Describe the overall project in detail, including the type of equipment to be used: The project will involve the removal and redirection of the open water from the site and the filling/leveling off of the lot. Large stone will be placed in the pond to allow equipment to drive sheet pilings along the edges of impact. Water inside the area will be pumped Page 2 of 8 • downstream, while the upstream water will be pumped around the area. Once drained, the area will be filled and a culvert will be installed to maintain the hydrologic connectivity of the upstream and downstream open water areas. Heavy equipment will be used for this project. Explain the purpose of the proposed work: The project will provide a usable area for some type of commercial development. IV. Prior Project History If jurisdictional determinations and/or permits have been requested and/or obtained for this project (including all prior phases of the same subdivision) in the past, please explain. Include the USACE Action ID Number, DWQ Project Number, application date, and date permits and certifications were issued or withdrawn. Provide photocopies of previously issued permits, certifications or other useful information. Describe previously approved wetland, stream and buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project, list and describe permits issued for prior segments of the same T.I.P. project, along with construction schedules. N/A V. Future Project Plans Are any future permit requests anticipated for this project? If so, describe the anticipated work, and provide justification for the exclusion of this work from the current application. N/A VI. Proposed Impacts to Waters of the United States/Waters of the State It is the'applicant's (or agent's) responsibility to determine, delineate and map all impacts to wetlands, open water, and stream channels associated with the project. Each impact must be listed separately in the tables below (e.g., culvert installation should be listed separately from riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts, permanent and temporary, must be listed, and must be labeled and clearly identifiable on an accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial) should be shown on a delineation map, whether or not impacts are proposed to these systems. Wetland and stream evaluation and delineation forms should be included as appropriate. Photographs may be included at the applicant's discretion. If this proposed impact is strictly for wetland or stream mitigation, list and describe the impact in Section VIII below. If additional space is needed for listing or description, please attach a separate sheet. Provide a written description of the proposed impacts: The project will involve draining an area of open water on the site and filling that area. 1. Individually list wetland impacts. Types of impacts include, but are not limited to mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding. Wetland Impact Type of Wetland Located within Distance to Area of Site Number Type of Impact (e.g.,forested, marsh, 100-year Nearest Impact Page 3 of 8 (indicate on map) herbaceous,bog,etc.) Floodplain Stream (acres) (yes/no) (linear feet) N/A N/A N/A N/A N/A N/A • Total Wetland Impact(acres) N/A 2. List the total acreage (estimated)of all existing wetlands on the property: N/A 3. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included. To calculate acreage, multiply length X width, then divide by 43,560. Stream Impact Perennial or Average Impact Area of Number Stream Name Type of Impact Intermittent? Stream Width Length Impact (indicate on map) Before Impact (linear feet) (acres) N/A N/A N/A N/A N/A N/A N/A Total Stream Impact(by length and acreage) N/A N/A 4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic Ocean and any other water of the U.S.). Open water impacts include, but are not limited to fill, excavation, dredging, flooding, drainage, bulkheads, etc. Open Water Impact Name of Waterbody Type of Waterbody Area of Site Number Type of Impact (lake,pond,estuary,sound,bay, Impact (if applicable) (indicate on map) ocean,etc.) (acres) Open Water Impact N/A drain and fill pond 0.49 Total Open Water Impact(acres) Page 4 of 8 5. List the cumulative impact to all Waters of the U.S. resulting from the project: Stream Impact (acres): N/A Wetland Impact (acres): N/A Open Water Impact(acres): 0.49 Total Impact to Waters of the U.S. (acres) 0.49 Total Stream Impact (linear feet): N/A 6. Isolated Waters Do any isolated waters exist on the property? ❑ Yes ® No Describe all impacts to isolated waters, and include the type of water(wetland or stream) and the size of the proposed impact (acres or linear feet). Please note that this section only applies to waters that have specifically been determined to be isolated by the USACE. N/A 7. Pond Creation If construction of a pond is proposed, associated wetland and stream impacts should be included above in the wetland and stream impact sections. Also, the proposed pond should be described here and illustrated on any maps included with this application. Pond to be created in (check all that apply): ❑ uplands ❑ stream ❑ wetlands Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down valve or spillway, etc.): N/A Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond, local stormwater requirement,etc.): N/A Current land use in the vicinity of the pond: N/A Size of watershed draining to pond: N/A Expected pond surface area: N/A VII. Impact Justification (Avoidance and Minimization) Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide information related to site constraints such as topography, building ordinances, accessibility, and financial viability of the project. The applicant may attach drawings of alternative, lower-impact site layouts, and explain why these design options were not feasible. Also discuss how impacts were minimized once the desired site plan was developed. If applicable, discuss construction techniques to be followed during construction to reduce impacts. Impacts are necessary to allow for commercial development of the land. The remaining open waters on the site will be left undisturbed. Retaining walls will be installed to avoid further impacts to Waters of the US. A pipe will be installed between the retaining walls in order to provide hydrologic connectivity of the remaining open waters upstream and downstream of the proposed impacted area. VIII. Mitigation DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC Division of Water Quality for projects involving greater than or equal to one acre of impacts to freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial streams. Page 5 of 8 USACE — In accordance with the Final Notice of Issuance and Modification of Nationwide Permits, published in the Federal Register on January 15, 2002, mitigation will be required when necessary to ensure that adverse effects to the aquatic environment are minimal. Factors including size and type of proposed impact and function and relative value of the impacted aquatic resource will be considered in determining acceptability of appropriate and practicable mitigation as proposed. Examples of mitigation that may be appropriate and practicable include, but are not limited to: reducing the size of the project; establishing and maintaining wetland and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of aquatic resource functions and values by creating, restoring, enhancing, or preserving similar functions and values, preferable in the same watershed. If mitigation is required for this project, a copy of the mitigation plan must be attached in order for USACE or DWQ to consider the application complete for processing. Any application lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete. An applicant may also choose to review the current guidelines for stream restoration in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at http://h2o.enr.state.nc.us/ncwetlands/strmgide.html. 1. Provide a brief description of the proposed mitigation plan. The description should provide as much information as possible, including, but not limited to: site location (attach directions and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet) of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view, preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a description of the current site conditions and proposed method of construction. Please attach a separate sheet if more space is needed. Mitigation is proposed through purchase into the NC EEP at a 0.5/1 ratio of riparian wetland restoration to open water impact. 2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at (919) 715-0476 to determine availability, and written approval from the NCEEP indicating that they are will to accept payment for the mitigation must be attached to this form. For additional information regarding the application process for the NCEEP, check the NCEEP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please check the appropriate box on page five and provide the following information: Amount of stream mitigation requested (linear feet): N/A Amount of buffer mitigation requested(square feet): N/A Amount of Riparian wetland mitigation requested (acres): 0.25 acres Amount of Non-riparian wetland mitigation requested (acres): N/A Amount of Coastal wetland mitigation requested (acres): N/A IX. Environmental Documentation (required by DWQ) Page 6 of 8 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of public (federal/state) land? Yes ❑ No 2. If yes, does the project require preparation of an environmental document pursuant to the requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)? Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA coordinator at (919) 733-5083 to review current thresholds for environmental documentation. Yes n No ❑ 3. If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a copy of the NEPA or SEPA final approval letter. Yes ❑ No ❑ X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ) It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to required state and local buffers associated with the project. The applicant must also provide justification for these impacts in Section VII above. All proposed impacts must be listed herein, and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ Regional Office may be included as appropriate. Photographs may also be included at the applicant's discretion. . 1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233 (Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please identify N/A)? Yes ❑ No 2. If"yes", identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is required calculate the required amount of mitigation by applying the buffer multipliers. Zone* Impact Multiplier Required (square feet) Mitigation 1 N/A 3(2 for Catawba) N/A 2 1.5 Total * Zone I extends out 30 feet perpendicular from the top of the near bank of channel;Zone 2 extends an additional 20 feet from the edge of Zone I. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as identified within 15A NCAC 2B .0242 or.0244, or .0260.N/A XI. Stormwater(required by DWQ) Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater controls proposed in order to protect surface waters and wetlands downstream from Page 7 of 8 the property. If percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed impervious level. Two water quality basins will be constructed to treat the stormwater from the site. XII. Sewage Disposal (required by DWQ) . Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of wastewater generated from the proposed project, or available capacity of the subject facility. Sanitary Sewer will be used. • XIII. Violations (required by DWQ) Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules? Yes (l No ® Is this an after-the-fact permit application? Yes fl No XIV. Cumulative Impacts (required by DWQ) Will this project (based on past and reasonably anticipated future impacts) result in additional development, which could impact nearby downstream water quality? Yes (�} No If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with the most recent North Carolina Division of Water Quality policy posted on our website at http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: No, this site will only fill enough of the pond to allow for construction on this site. XV. Other Circumstances (Optional): It is the applicant's responsibility to submit the application sufficiently in advance of desired construction dates to allow processing time for these permits. However, an applicant may choose to list constraints associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or other issues outside of the applicant's control). N/A 6.n. Applicant/Agent' ignature Date (Agent's signature is valid only if an authorization letter from the applicant is provided.) Page 8 of 8 • • • AK N.P �..-.I.e ,.� . ,,,e:�,�•" ,t'°� � DEVELOPMENT DATA � •���t MINOR sa: SOIR ISO Ea.AOC,M note.. 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Property Map 1 183E PLAZA DR te9 PLAZA DR 189E DR { 77 PLAZA DR 1 r 152EPLAZAD 170E PLAZA.OR 182EPlA+70.OR 132E PLAZA DR � 1 � f Owner/Property Information Tax Account Number 000077432411 Old Parcel Number 0301J42000A003 Owner Name HWY 150 LAND COMPANY LLC Mailing Address 16939 W CATAWBA AVE STE 205, CORNELIUS, NC, 280310000 Property Address Lot Number Legal Description L3 THE CORNER STORES INC PB 22-38 Municipal Information Township Code 03 City Code 03 Neighborhood Code 03007 Fire Code 0 Value Information - Click Here for the Current Year Tax Card Building Value 0 Other Building Features 0 Land Value 74000 http://gis.co.iredell.nc.us/IredellReporting/report.asp?PIN=4657437969.000 6/15/2007 Iredell County, NC Tax Map - Property Data Page,2 of 2 Fair Market Value 74000 Tax Assessed Value 74000 Deferred 0 Land Information - Click Here for Register of Deeds Online Records Search Date Document Deed Deed Plat Book Land Land Zoning Recorded Type Book Page & Page Area Type 020040511 WD 01550 0473 22 / 38 0.74 AC HB Tax Information Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5 C CI03 SC03 For Current Zoning Information Contact: Jurisdiction Contact Number Iredell County 704-878-3118 Harmony 704-878-3118 Love Valley 704-878-3118 City of Statesville 704-878-3575 Town of Troutman 704-528-7600 Town of Mooresville 704-662-7040 Village of Davidson 704-892-7591 - End of Report - http://gis.co.iredell.nc.us/IredellReporting/report.asp?PIN=4657437969.000 6/15/2007 Iredell County, NC Tax Map - Property Data Page 1 of 2 Iredell County, North Carolina Parcel Number (PIN): 4657438997.000 Property Data Inquiry Date: 6/15/2007 Disclaimer: While every effort is made to keep information provided over the Internet accurate and up-to-date, the County does not certify the authenticity or accuracy of such information. No warranties, express or implied, are provided for the records and/or mapping data herein, or for their use or interpretation by the User. Property Map * I 1i 1 °PLAZADR 183 E Pr A7A OR te9 PLAZA OR 1 6R 152E PLAZA+R 'II 7 s7ADR 182E PLAZA 0• 191EPLAZAOR OOR MILL: 1DR III .,-''''''' / + _.,,'"'--- ■ / IN NY°N GR CT Owner/Property Information Tax Account Number 000077432411 Old Parcel Number 0301J42000A004 Owner Name HWY 150 LAND COMPANY LLC Mailing Address 16939 W CATAWBA AVE STE 205, CORNELIUS, NC, 280310000 Property Address Lot Number Legal Description L4 THE CORNER STORES INC PB 23-38 Municipal Information Township Code 03 City Code 03 Neighborhood Code 03007 Fire Code 0 Value Information - Click Here for the Current Year Tax Card Building Value 0 Other Building Features 0 Land Value 112240 http://gis.co.iredell.nc.us/IredellReporting/report.asp?PIN=4657438997.000 6/15/2007 Iredell County, NC Tax Map - Property Data ,Page 2 of 2 Fair Market Value 112240 Tax Assessed Value 112240 Deferred 0 Land Information - Click Here for Register of Deeds Online Records Search Date Document Deed Deed Plat Book Land Land Zoning Recorded Type Book Page & Page Area Type 020040511 WD 01550 0473 23 / 38 1.22 AC HB Tax Information Exemption Tax Code 1 Tax Code 2 Tax Code 3 Tax Code 4 Tax Code 5 C CI03 SCO3 For Current Zoning Information Contact: Jurisdiction Contact Number Iredell County 704-878-3118 Harmony 704-878-3118 Love Valley 704-878-3118 City of Statesville 704-878-3575 Town of Troutman 704-528-7600 Town of Mooresville 704-662-7040 Village of Davidson 704-892-7591 - End of Report - http://gis.co.iredell.nc.us/IredellReporting/report.asp?PIN=4657438997.000 6/15/2007