Loading...
HomeMy WebLinkAbout20041145 Ver 2_Minor Variance_20100927WITHERS ' RAVENEL ENGINEERS I PLANNERS I SURVEYORS iii MacKenan Drive CARY, NORTH CAROLINA, 27511 (919) 469-3340 FAX (919) 467-6oo8 To: NCDENR-DWQ Surface Water Protection 2321 Crabtree Boulevard Raleigh, NC WE ARE SENDING YOU ? Shop Drawings ? Copy of Letter LETTER OF ll ° ° NS?1i1 YTAL DATE 09.24.10 JOB NO. 210016 .o0 ATTENTION Am Chapman PHONE# RE: Minor Variance Application Umstead Hotel - SAS Campus 0'+ - I ® Attached ? Under separate cover via ? Prints ? Plans ? Samples ? Change order ? Diskette ? the following items: ? Specifications COPIES DATE NO. DESCRIPTION 1 0 .2 .10 Minor Variance Application pmu Lp uvy 1 p m) UU L-1 WETLANDS AND STORi41NATER BRANCH THESE ARE TRANSMITTED as checked below: ? For approval ? Approved as submitted ? Resubmit copies for approval ® For your use ? Approved as noted ? Submit copies for distribution ® As requested ? Returned for corrections ? Return corrected prints ? For review and comment ? ? FOR BIDS DUE 20 ? PRINTS RETURNED AFTER LOAN TO US REMARKS: Amy, Please find the attached minor variance application package for the above referenced project. Let us know if you need further information to process this request. Thanks. Dale Werenko, PE Beas COPYTO: Dan Matteson, SAS Institute, Inc SIGNED: Dale Werenko, PE, CFM if enclosures are not as noted, kindly notify us at once. U14 - lkL? 5 02- Beverly Eaves Perdue Governor CMA North Carolina Department of Environment and Natural Resources Division of Water Quality Coleen H. Sullins Director Variance Request Form (For Minor and Major Variances) Protection and Maintenance of Riparian Areas Rules NOTE: This form may be photocopied for use as an original. Check the appropriate box below: ? Major Variance Minor Variance Dee Freeman Secretary SEP 2 `,;r 2010 WETLANDS AND STOW LATE BRANCH Please identify which Riparian Area Protection Rule applies (Note-this must be one of North Carolina's four buffered river basins. The River Bain map is available at http://h2o.enr.state.nc.us/admin/maps/.) I"Neuse River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0233) u Tar-Pamlico River Basin: Nutrient Sensitive Waters Management Strategy Protection and Maintenance of Riparian Areas Rule (15A NCAC 02B.0259) Part 1: General Information (Please include attachments if the room provided is insufficient.) 1. Applicant's name (the corporation, individual, etc. who owns the property): Four Star Ventures LLC 2. Print owner/Signing official (person legally responsible for the property and its compliance) Name: Donald Parker Title: Manager Street address: 100 SAS Campus Drive City, State, Zip: Cary, NC 27513 Telephone: (919) 531-6803 Fax: L_) Version 6: July 2009 3. Contact person who can answer questions about the proposed project: Name: Troy Beasley - Withers and Ravenel Telephone: 910 256-9277 Fax: L210) 256-2584 Email: tbeasley(i?withersravenel.com 4. Project name (Subdivision, facility, or establishment name - consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): The Umstead Hotel 5. Project location: Street address: 100 Woodland Pond Drive City, State, Zip: Cary, NC 27513 County: Wake Latitude/longitude: Lat: 35.829217; Long: 78.7641 6. Date property was purchased: 9/3/2004 Directions to site from nearest major intersection (Attach an 8 '/2 x 11 copy of the USGS topographic map indicating the location of the site). From Interstate 40, take the Harrison Avenue Exit (Exit 287). Head southeast on North Harrison Road. Make a left onto SAS Campus Drive. Take the first left and you will be at the Umstead Hotel. A USGS Quad Map and Location Map have been provided as an Appendix to this application. 8. Stream to be impacted by the proposed activity: Stream name (for unnamed streams label as "UT" to the nearest named stream): UT to Reedy Creek 9. Which of the following permits/approvals will be required or have been received already for this project? Required: Received: Date received No No No No No No No No Permit Type: CAMA Major CAMA Minor 401 Certification/404 Permit On-site Wastewater Permit NPDES Permit (including stormwater) Non-discharge Permit Water Supply Watershed Variance Erosion/Sedimentation Control Others (specify) Part 2: Proposed Activity (Please include attachments if the room provided is insufficient.) Description of proposed activity [Also, please attach a map of sufficient detail (such as a plat map or site plan in Adobe (pdf) format) to accurately delineate the boundaries of the land to be utilized in carrying out the activity, the location and dimension of any disturbance in the riparian buffers associated with the activity, and the extent of riparian buffers on the land. Include the area of buffer impact in ft2.: The proposed activity consists of the construction of a wooden, slatted pool deck Variance Request Form, page 2 Version 6 July 2009 to provide additional functional recreation area around the pool for seating and outdoor events. The proposed pool deck will extend into Zone 2 of the buffer of a UT to Reedy Creek. The location of the pool deck was dictated by the existing structures located to north and west of the pool The sewer line located south of the pool also affected the design of the deck. There are two manholes located south of the pool that can not be covered by the deck. Therefore, the pool deck must be constructed to the east/southeast of the pool. The proposed pool deck will result in 1,571 sq ft of impacts to Zone 2. The pool deck has been designed to be a minimum of 8' above ground in order to comply with Buffer Interpretation/Clarification #2007-002, dated December 7, 2007. In order to meet the 8' minimum height requirement, the area beneath the deck will be excavated, graded and planted with grass. The grading and planting within Zone 2 is an exempt activity according to the Neuse River Buffer Rules Table of Uses. 2. Fill in the table below to identify the square footage of impact to Zones 1 & 2 in the protected riparian buffers and the required mitigation (Fill in the impacts portion of the table, even if mitigation is not required): Buffer Impact Zone of Impact in Number Purpose for Multiplier Required Impact Square Feet (Indicate on the Impact Mitigation Plan Sheet) Zone 1 N/A 3 Zone 2 1571 sq ft Exhibit B Deck 1.5 2,356.5 sq ft Construction Total 1571 s ft 2,356.5 s ft *Zone 1 extends out 30 feet perpendicular from the most landward limit of the top of bank or the rooted herbaceous vegetation; Zone 2 extends an additional 20 feet from the edge of Zone 1. State reasons why this plan for the proposed activity cannot be practically accomplished, reduced or reconfigured to better minimize or eliminate disturbance to the riparian buffers: Due to the existing structures to the north and west of the pool, and the presence of a sewer line manholes to the south of the pool, the proposed deck could only be constructed to the east/southeast of pool, within the riparian buffer of the UT to Reedy Creek. The pool deck has been designed to minimize buffer impacts, while still allowing for the additional functional recreation space around the pool needed for seating and outdoor functions. 4. Description of any best management practices to be used to control impacts associated with the proposed activity (i.e., control of runoff from impervious surfaces to provide diffuse flow, re- planting vegetation or enhancement of existing vegetation, etc.): Disturbed area underneath and around raised wooden slatted deck will be graded to provide diffused flow to buffer and will be re-seeded and mulched according to seeding schedule on attached exhibit. No new impervious surface is proposed. 5. Please provide an explanation of the following: (1) The practical difficulties or hardships that would result from the strict application of this Rule. The strict application of the buffer rules would result in the inability to construct the proposed pool deck. Variance Request Form, page 3 Version 6 July 2009 (2) How these difficulties or hardships result from conditions that are unique to the property involved. The presence of the existing structures north and west of the pool prevents the construction of the deck on the north or west of the pool. The existing sewer line to the south of the pool prevents the construction of the pool deck entirely on the southern edge of the pool because the two manholes can not be covered by the deck. Therefore, the only option for constructing the pool deck is to construct the deck to the east/southeast of the pool, which will result in encroachment into Zone 2 of the buffer. (3) If economic hardship is the major consideration, then include a specific explanation of the economic hardships and the proportion of the hardship to the entire value of the project. Part 3: Stormwater Provide a description of all best management practices (BMPs) that will be used to control nutrients and sedimentation impacts associated with the proposed activity. Please ensure to include all applicable operation & maintenance agreements and worksheets for the proposed BMPs. Also, include the BMPs on your plan sheets. Disturbed area underneath and around raised wooden slatted deck will be graded to provide diffused flow to buffer and will be re-seeded and mulched according to seeding schedule on attached exhibit. No new impervious surface is proposed and no additional BMP's are provided. 2. Attach a description of how diffuse flow will be maintained through the protected riparian buffers. Please ensure to include all applicable operation & maintenance agreements and worksheets for the proposed diffuse flow measure(s). Also, include the diffuse flow measure(s) on your plan sheets. Area underneath and around wooded slatted deck will be graded toward the buffer with a constant managed slope. Since this disturbed area is minimal contains no additional contributing flow other than what falls directly on the new deck, no additional diffused flow measures will be provided. 3. What will be the annual nitrogen load contributed by this site after development in pounds per acre per year without structural BMPs (stormwater pond, wetland, infiltration basin, etc)? Attach a detailed plan for all proposed structural stormwater BMPs. Variance Request Form, page 4 Version 6 July 2009 Drainage Size of Post-development BMP nitrogen6 Final Final basin drainage nitrogen 6 loading removal nitrogen6 nitrogen6 basin rate without BMPs4 efficiencys loading rate loading (ac) (Ibs/ac/yr) (%) (lbs/ac/yr) from drainage basin bs) 1 29.45 8.17 0 8.17 240.682 2 3 4 S Totals 29.45 8.17 0 8.17 240.682 4 Attach calculations and references. 5 Attach calculations and references. 6 Include Phosphorus in the Tar-Pamlico Basin 4. Attach all applicable supplement form(s) and Inspection and Maintenance (I&M) Form(s) to this completed application. The applicable supplemental form(s) and I&M form(s) for the proposed BMPs noted in your application can be downloaded from the following website: http://h2o.enr.state.nc.us/suibmp forms.htm The wooden slatted pool deck is considered pervious under 15A NCAC 02B.0259(4). Therefore, there are no BMPs associated with this project. As such, there are no supplemental forms or I&M Forms required. Variance Request Form, page 5 Version 6 July 2009 Part 4: Proposed Impacts and Mitigation Provide a description of how mitigation will be achieved at your site pursuant to 15A NCAC 2B.0242 for the Neuse Basin and 15A NCAC 213.060 for the Tar-Pamlico Basin. If buffer restoration is the method you are requesting, be sure to include a detailed planting plan to include plant type, date of plantings, the date of the one-time fertilization in the protected riparian buffers and a plan sheet showing the proposed location of the plantings. A guide to buffer restoration can be downloaded at the following website: http://www.neeep.net/news/reports/buffers.pdf If payment into a buffer restoration fund is how you plan to achieve your mitigation requirement, then include an acceptance letter from the mitigation bank you propose to use stating they have the mitigation credits available for the mitigation requested. The proposed mitigation for the 1571 sq ft of impacts to Zone 2 will consist of the purchase of 2,356.5 sq ft of riparian buffer mitigation from Restoration Systems LLC within the Lane Island Bank Parcel (DWQ proiect #08-0510 0) located in HUC 03020201. A copy of the Letter of Reservation from Restoration Systems, LLC has been provided as an Appendix to this application. Part 5: Deed Restrictions By your signature in Part 6 of this application, you certify that all structural stormwater BMPs required by this variance shall be located in recorded stormwater easements, that the easements will run with the land, that the easements cannot be changed or deleted without concurrence from the State, and that the easements will be recorded prior to the sale of any lot. There are no structural BMP's associated with this variance; therefore no stormwater easements are provided. Part 6: Applicant's Certification I, Dmat& -Rw (der (print or type name of person listed in Part I, Item 2), certify that the information included on this permit application form is correct, that the project will be constructed in conformance with the approved plans and that the deed restrictions in accordance with Part 5 of this form will b rec rded with all required permit conditions. Signature: :?76clv? Date: pidm?ur ,?P lU Title: diidaer Part 7: Plan Sheets Be sure to include a copy of all of your completed application form, plan sheets and maps in Adobe (pdf) format on a CD or floppy disk. Variance Request Form, page 6 Version 6 July 2009 Part 8: Checklist A complete application submittal consists of the following components. Incomplete submittals will be returned to the applicant. The complete variance request submittal must be received 90 days prior to the EMC meeting at which you wish the request to be heard. Initial below to indicate that the necessary information has been provided. Applicant's Item Initi • Original and two copies of the Variance Request Form and the attachments listed below. • A vicinity map of the project (see Part 1, Item 5) • Narrative demonstration of the need for a variance (see Part 2) • A detailed narrative description of stormwater treatment/management (see Part 4) N/A • Calculations supporting nitrogen (phosphorus in the Tar-Pamlico Basin) loading estimates (see Part 4) N/A • Calculations and references supporting nitrogen (phosphorus in the Tar- Pamlico Basin) removal from proposed BMPs (see Part 4) N/A Location and details for all proposed structural stormwater BMPs (see Part 4) N/A • Three copies of the applicable Supplement Form(s) and I&M Form(s) for each BMP and/or narrative for each innovative BMP (see Part 4) • Three copies of plans and specifications, including: A V 0 Development/Project name - A A 6 0 Engineer and firm . 0 Legend and north arrow 0 Scale G"= 50' is preferred) 0 Revision number & date N/A 0 Mean high water line (if applicable) Z&VA 0 Dimensioned property/project boundary 0 Location map with named streets or NC State Road numbers 0 Original contours, proposed contours, spot elevations, finished floor elevations N / 0 Details of roads, parking, cul-de-sacs, sidewalks, and curb and gutter r 0 Footprint of any proposed buildings or other structures 0 Wetlands delineated, or a note on plans that none exist N/A 0 Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations N A 0 Drainage basins delineated JSW 0 Perennial and intermittent streams, ponds, lakes, rivers and estuaries 0 Location of forest vegetation along the streams, ponds, lakes, rivers and estuaries Variance Request Form, page 7 Version 6 July 2009 WITHERS &" RAVENEL ENGINEERS I PLANNERS 1 SURVEYORS AUTHORITY FOR APPOINTMENT OF AGENT The undersigned purchaser(s)/owner(s)_Four Star Ventures, LLC do(es) hereby appoint Troy Beasley / Withers & Ravenel. Inc. as his, her, or it's agent for the purpose of petitioning the appropriate local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.) and/or; b) preparation and submittal of appropriate environmental permit applications/requests for the Umstead Hotel project. All such activities shall be performed at the express direction of the owner. The owner does hereby authorize that said agent has the authority to do the following acts on behalf of the owner and to the extent expressly directed by the owner: (1) To submit appropriate requests/applications and the required supplemental materials; (2) To attend meetings to give representation on behalf of the Owner. (3) To authorize access to subject property for the purpose of environmental review by appropriate regulatory agencies. This appointment shall continue in effect until completion of the contracted task or termination by the property owner. Date: 1-1 f:(}Vl ( J c`. ?? Agent's Name, Address & Telephone: Troy Beasley / Withers & Ravenel, Inc. 1410 Commonwealth Drive. Suite 101 Wilmington, NC 28403 Signature of Owner(s): Donald T ky ker. Mopac? er (Name/- r'nt)? (Title) (Signature) Tel. (910) 256-9277 'SkS 0 al-n a" ? ;t -4? Mailing Address O11... v \1? (- tX'7S( City State Zip 1410 Commonwealth Drive, Suite ioi Wilmington, North Carolina 28403 let: 910-256-9277 fax:910-256.2584 www.withersravenel.com Natural Resource Restoration & Conservation September 20, 2010 Troy Beasley Withers and Revenel 1410 Commonwealth Drive. Suite 101 Wilmington, NC 28403 Subject: Buffer Mitigation Credit Reservation for Umstead Hotel Project Dear Mr. Beasley: Restoration Systems has reserved 2,356.5 sgft of riparian buffer mitigation credit from its Lane Island Bank Parcel. DWQ #08-0510 0 to meet the requirements associated with permitting the Umstead Hotel Project located in HUC 03020201 of the Neuse River Basin. The property owner for this project is Four Star Ventures. 'T'hese credits are reserved for a period of 60 days from the date of this letter with the option to renew the reservation upon notification of continued need. If you have any questions concerning this transaction please contact me at 919.755.9490. Sincerely, Tiffani Bylow Restoration Systems, LLC Pilot Mill 0 1101 Haynes St.. Suite 211 • Raleigh. NC 2-604 0 u?.??.restorationscsteins. com • Phone 919.155.9490 0 FOLK 919 755.9-192 ¦ J O O z CL w ,t 4 .4 N w o U o ? cn o_ U o ii Q s c UID z 1 w? .Kr K i U J O J O ? 2 ? T J mss,, f'?v J ID a? _Q ?G S 0?? -qqq k7 kr a,4 N tJ C ? % n r ?5f G .f Ggr? h .v t? U i <' v ?? 1' LLJ ID ° 00.4 1. CL U L. , Z z z O Q J Y U w O W l ?J O w / .n 7 671 l e ? I I 1 9 r N ?\ r ?4t1 OU) rf1 A ??V?? r g j g4A I V ? I? 7 • ? h ,rat ;/"?r1! ?. . i 0, f LLJ 1 W M s r s r r r r r e, M N "s r Wr_ I' L r 3 3rd w 9 N z a° LLIW r :03 Z mum z Z WD Z Oow ~m W Z W Z OL Z w v 3 z Q ?Zo ° Liu w =,,a- °° O > N Q Of 3w Zz oC H woM L- ° Q oC Cie 3 (n adwi 3W W F- o °w? Z V) Z 3 3 V) >wOZ <q aw O GL ae W UO D v). Q) C-) O a DL w w d,' ? pzz0 mz U MQZ -N U w 0)- 3°z 0 1 Z miz Ua W < p Uj _1 WN N o W r U- U • . _...,__ C7 6 O i 'fl 5 O V l? _ o W - " is •,'? . ? ?.' /,? ? = GaaC Iy 'fie SP`s o -? U) C. ,,.,...,, ....`a 1 z ?Z t . ,! W Wz I 40 ? Z? W ? o 'M '13H3A* V SN3HWM wdtCBZ:I OLOZ 'Ll d@S!aj oid•pWM 1p" Wpa-a Uogm +9I1n4_pold%OY3\onj% pm W1oH PoQpwnt;-f9lO01\O9LO-OL\0A:N O LO O I[) s} d0 M d333f18 b3AIN 3sn3N L 3NOZ ?1333f18 213AIN 3sn3N Z 3NOZ O O M V) LU LU 0 U = Z tUJ >Ja U LF J0tl0T ':x > o? n V) 'IT. Q 0 0 0 W 0 ? O Z O w W J a° 00 m 0 O O z V) OJ 0 W CL x W-4- 0 U') + L O r u i " cp o 8 o $ PE a ; 0' t 0 0 po o t c yr ? _o c o O I Z ` 'L' $pi v I p p P L °y ?YN m ° s q + ^ p •? V'ogo ??e I p O ° ? y € '? g =gam ? .?? F E y+ $ Eros uoD °E .L. ? n ? .r°. wWr ° OD c o o ? ? Yg??,?? 9s a n n¢ $ o o °cpY ?? s a v v y?coY-- a O °CE'0 $°VcE.•? n°a $voP ?1 O cncai,c'Y ? ?4 C?e°16Y N ° ?t w 0 PL E p ?a n as Y I ._ u `v sFl?n?E ??a11 w w W LL- O LJ > x LJJ U X Z Q QZO x Z ! d W < R a ° wa- zOf awe Z a w O W V) N 0 d WM w!R 0 3 O Li 3N p c7 w 3 W V) LL- O X CL Er Q €' o F ? W O ,?O= m o o U 0 LL- OZ O Q hQ m OZ) O Q ? ?l7bMQ?b p? ?N11 Sl?3 Q z O ? OLo a- O ?1 Z V) LJ f7 0 Y `1\ J/ M co 11 J l rl? 2 1 Ln y. H a Q a. W U Q Q ir W LL- LL- D m LL- O cr- Q I E. L e =0 A N y V ? U O 'er O V ?? uY 4 V C? vv ?o ^ V l9 °1 N : V U U ? U n a ?'? 10 n E d D d g a 3 c ? V O° I P . E = ms o P v 0 W E E _ o ? o,o U u °? °° E IY Z /' F ? 9y [ o . ? !4 -1Y !1 Vy m °p : U YLL . 11 H, D m 0 C Y Y u E Y ?Yo v u v (? ? _ E os 1°- ti ti S !° N a O ? Z ? n c P N I - r ? P 3 = ? 3 V) V) V) Va O r- O O O O LO ? 0 - t id f- tV ?'? W W W 0 0 0 N N N w W LL o' n W M W Z Q wa Z? w W LL- U- m z O El: Z U- 0 3m w OD N N Q I-1IA17 I1, W V Z CL m / W CL W LLB. < Z) 00 J Z W ?I..? O 0? F- OC 0z W V 1 D TW .L ? V J W v: z o W r U o n ? M I W ov z z J a N ..ww C (n O ? U W WW IZ t7 8 Z > _ W B Y 3 J H IO - boa W rick, s d' z \ i t U 3 ? D W cr- F- 4 ? O Ld V) u J Z) z Q W > w z ? Q g ?V) W Oqq Z W Z?__- Q Z y? W 1 Q (n LLI _ Ir7 wQ. WO WO X Of Z ? O WO 3 s,a l a ~'? "ON 13N3AYL W S83R M MdSf:9Z:t OIOZ 'LI d@S 7 IwoOPM-aau°u°A Ia1Wi poalcw(I-SVS-MO01\0910-OADIV?