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Home My WebLink AboutSW7080403_HISTORICAL FILE_20080403STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑. COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD 1 7,43 —ooy�32� -3 ----- - 1 -- -=--- -- -- '- TO S!_��_CoB333-3 fGo�=-- A3'%CI I luvJ �li.Lv� r�_-�l_'rl �rw �n eY✓•_/4—CuS3� 7�f335�> _—Z6�%79 cam- /-'-'---! ---- - v - _— �.S/9/�i!-%� I _�-!_.U�c�ci�ITH /� J�U_�Tu C�tu✓�/3Ci !J —� _-Z.;! 1 �47!CJ' ' t-= r - 7�7a- - I - ---- -- ----,- �- - P`U" 40 6 -503 E'9 7S3 - ---- - - -- ! -- - - - - - - 3 7 D- _ _ _ _ I-__�. _ _-� - �_ ._(..__.I .�_ __� I__ _ __I � _t_ - -_ �_ - __i �__ 1 _ _ I --_I � I -�--I-, - -I- -i-i- -r- f I j I (-i i�-- ( I I f -' i I ,= I- I_y__..-_ ' � i III' � I J- �' i i ��' I i I I �'( I I I I I � I!! I I! 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I i l I i i I - ,I i � I -�� ; j � i �I I I -f , -�- � I -, I I -, 1„� �, � ;-�, ; i '' � - � � � ; �1 r � I -i r ; , ll'I, i ; �-, I I , � ; I � i t ; ;-, �- I � ;-� � ; ; ; ; �_ �__ � I I i .I I �--; I ;� � �� I i , � � � � ; I I � I I ,-- I -� - �� i l l I I I I- I i � i l i i� j - i l! � I � i' I - l i l l! � - - I I�- -� ' I � I , � � I � I 1 � _� I , i I � I I � � I t I j I� i i I i -I 11J , DWQ-WAR® State of North Carolina -WACK lf/tf/N�, Department of Environment and Natural Resources Division of Water Quality STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original I. GENERAL INFORMATION 1. Applicants name (specify the name of the corporation, individual, etc. who owns the project): '�1L_LAs AT iOe Poi0Tv_, L-LC 2. Print Owner/Signing Official's name and title (person legally responsible for facility and compliance): r712lr AISrRv MNOAGtrJ& VIEMRF'R 3. Mailing Address for person listed in item 2 above: R�1 0CF-A0 4TRAli- SU%TE .. 4 City: CARoLLA state: NC. zip: )�3917:� Phone: (J�1 ) `i 53 - 36� Fax: (a.S 2 ) `fS3 - 39 2 Z 4. Project Name (subdivision, facility, or establishment name -should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): v1Lv_A5 ,A-C Tt{c Paw-TE' 5. Location of Project (street address): City: }�WSi lL$ �U IfJ� County: CU (,R I I lS CIG 6. Directions to project (from nearest major intersection): 1 oN lea v lu)A4 7. Latitude-5(4 ° "I ' W " N Longitude:75 .51 ' K9 " W of project 8. Contact person who can answer questions about the project Name: V 1Cr4Q, W UTE PC Telephone Number: (15Z ) (441 —Ills Email: \lickor�) \T,Arzekn !)e5� II. PERMIT INFORMATION: 1. Specify whether project is (check one): gNew Renewal []Modification Form SWU-101 Version 02.19.08 Page I of 4 u r l •2, If this application is being submitted as the result of a renewal or modification to an existing permit, list the existing permit number NlA and its issue date (if known) 3. Specify the type of project (check one): ❑Low Density $High Density ❑Redevelop ❑General Permit ❑Universal SMP ❑Other 4. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): ❑LAMA Major Sedimentation/Erosion Control 404/401 Permit ❑NPDES Stormwater IIL PROJECT INFORMATION 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one io two pages) describing stormwater management for the project. SToR�n{IATER i,Jtt_L- mt CAtSiINED 4 A 5 NFST FtAw -ro A NgT-J-RK OF CA,cc.{(RPStNS w-rCZCortiJEC-"TaO L41-(H wlklC�l tJIu— r., c.rr:v -ros 0,113.a=c ,;, to <s2,se. nc uiF: Pc,ams -Fe)fz DZFFCIMCJO 2. Stormwater runoff from this project drains to thep254 J*^ River basin. XQ I 3. Total Property Area: 7 .O acres PtP� , 4. Total Wetlands Area: V O acres Sy 5. 100' Wide Strip of Wetland Area: �JP ' acres (not applicable if no wetlands exist on site) 6. Total Project Area"*: I acres 7. Project Built Upon Area: 'S % 8. How many drainage areas does the project have? 1 9. Complete the following information for each drainage area. If there are more than two drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. For high density nroiects. complete the table with one drainage area for each engineered stormwater device. Basin Information > Drainage Area 1 Drainage Area 2 Receiving Stream Name Til4 - MA-va DTrc ik To 'KV S at Stream Class & Index No. SG Total Drainage Area (sf) I V o 3 ^{i Z3. 03 a� On -site Drainage Area (sf) CO Z G �ty Off -site Drainage Area (so Existing Impervious' Area (sf) Proposed Impervious`Area (sf) 3 $ f Z 7 43 Qc T. Impervious" Area (total) 2 . 15 9.0 1-- Impervious* Surface Area Drainage Area 1 Drainage Area 2 On -site Buildings (sf) I q $ I ly tAti Onsitestreets (sf) q g.'>rqL On -site Parking (sf) g {' h, J s )4 c<� On -site Sidewalks (sf) -rbo Other on -site (sf) o` Off -site (sf) Total (sf): !�} Z Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. "Total project area shall be calculated based on the current policy regarding inclusion of wetlands in the built upon area percentage calculation. This is the area used to calculate percent project built upon area (BUA). FormSWU-101 Version02.19.08 Page 2of4 10.How was the off -site impervious area listed above derived? ry IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS One of the following deed restrictions and protective covenants are required to be recorded for all subdivisions, outparcels and future development prior to the sale of any lot. If lot sizes vary significantly, a table listing each lot number, size and the allowable built -upon area for each lot must be provided as an attachment. Forms can be downloaded from http://h2o.enr.state.nc.us/su/bmi2 forms.htm - deed restrictions. Form DRPC-1 High Density Commercial Subdivisions Form DRPC-2 High Density Developments with Outparcels Form DRPC-3 High Density Residential Subdivisions Form DRPC4 Low Density Commercial Subdivisions Form DRPC-5 Low Density Residential Subdivisions Form DRPC-6 Low Density Residential Subdivisions with Curb Outlets By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required in the above form, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the State, and that they will be recorded prior to the sale of any lot. V. SUPPLEMENT FORMS The applicable state stormwater management permit supplement form(s) listed below must be submitted for each BMP specified for this project. Contact the Stormwater and General Permits Unit at (919) 733-5083 for the status and availability of these forms. Forms can be downloaded from httn://h2o.enr.state.nc.us/su/bmp forms.htm. Form SW401-Low Density Form SW401-Curb Outlet System Form SW401-Off-Site System Form SW401-Wet Detention Basin Form SW401-Infiltration Basin Form SW401-Infiltration Trench Form SW401-Bioretention Cell Form SW401-Level Spreader Form SW401-Wetland Form SW401-Grassed Swale Form SW401-Sand Filter Form SW401-Permeable Pavement Low Density Supplement Curb Outlet System Supplement Off -Site System Supplement Wet Detention Basin Supplement Infiltration Basin Supplement Underground Infiltration Trench Supplement Bioretention Cell Supplement Level Spreader/Filter Strip/Restored Riparian Buffer Supplement Constructed Wetland Supplement Grassed Swale Supplement Sand Filter Supplement Permeable Pavement Supplement Fonn SWU-101 Version 02.19.08 Page 3 of 4 VI: SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. The complete application package should be submitted to the appropriate DWQ Office. (Appropriate office may be found by locating project on the interactive online Wrap at htti2://h2o.enr.state.nc.us/su/msi maas.han 1. Please indicate that you have provided the following required information by initialing in the space provided next to each item. Initials • Original and one copy of the Stormwater Management Permit Application Form V6'_J • Original and one copy of the Deed Restrictions & Protective Covenants Form (if N/A required as per Part IV above) • Original of the applicable Supplement Form(s) and O&M agreement(s) for each BMP JAW • Permit application processing fee of $505 ($4,000 for Express) payable to NCDENR J • Calculations & detailed narrative description of stormwater treatment/management �> U • Copy of any applicable soils report g� • Two copies of plans and specifications (sealed, signed & dated), including: q ,J - Development/Project name - Engineer and firm -Legend - North arrow - Scale - Revision number & date - Mean high water line - Dimensioned property/project boundary - Location map with named streets or NCSR numbers - Original contours, proposed contours, spot elevations, finished floor elevations - Details of roads, drainage features, collection systems, and stormwater control measures - Wetlands delineated, or a note on plans that none exist - Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations - Drainage areas delineated - Vegetated buffers (where required) VIL AGENT AUTHORIZATION If you wish to designate authority to another individual or firm so that they may provide information on your behalf, please complete this section. (ex. designing engineer or firm) Designated agent (individual or firm): OWECIRE IAODkWK RN4 '; Ckly. Y. c, Mailing Address: R4x I rta City: State: NC zip: )-:79M Phone: Fax: ebrC ,;?Ao arnen_t,02� VIII. APPLICANT'S CERTIFICATION I, (print or type name of person listed in General Information, item 2) E r ci 4u certify that the information included on this permit application form is, to the best ollmy knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of 15A NCAC 2H .1000. Date: &N_Otl� Form SWU-101 Version 02.19.08 ' Page 4 of 4 LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. P.O. BOA 1190 7 KiTTv HAWK, NC 27949 PHONE: 252.255.5127 Fax: 252.255.0992 March 24, 2008 RECEIVED Mr. Samir Dumpor APR 0 3 2008 NCDE&NR pp Division of Water Quality DWQ-WARO 943 Washington Square Mall Washington, NC 27889 Re: Villas at the Pointe Powells Point, Currituck County, NC Stormwater Management Plan Permit Application Package Dear Mr. Dumpor: On Behalf of Villas at the Pointe, LLC, Landmark Engineering & Environmental, P.C. submits for your review and approval, a Stormwater Management Plan package containing the following: 1.) Check payable to NCDE&NR in the amount of $505.00. 2.) An original and one copy of the Stormwater Management Plan Application Form. 3.) An original and one copy of the Wet Detention Basin Supplement. 4.) Two copies of Stormwater calculations and narrative. 5.) Two sets of Plan sheets and details (Sheets CI, C2 , C3, C4, C5 and C6). G,) AA ori,^O a,)d ,ne copy oP Ai Ot m a1rccP-"4, Thank you for your time and attention to this matter. If you have any questions or require additional information please contact me at (252) 255-5127. Respectfully submitted, Landmark Engineering &Environmental, P.C. VictoA(hitcP .E. cc: Mr. Eric Avery - Villas at the Pointe, LLC LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. P.O. Box 1190 KITTY HAWK, NC 27949 PHONE: 252.255.5127 FAX. 252.255 0992 RECEIVED Villas at the Pointe APR 0 3 2006 Stormwater Management Plan Design Narrative DWQ-IPIARO March 24, 2008 The above referenced project is a development of a 23 acre parcel into a multifamily development consisting of 90 town home units and associated amenities and associated parking and infrastructure. The project also proposes 2 professional office building and associated infrastructure. The site is located off of US Highway 158 in Powells Point, Currituck County, North Carolina. The stormwater management plan consits of a single drainage area as per a telephone conversation with Mr. Roger Thorpe of the Division of Water Quality. Stormwater runoff from proposed impervious surfaces will be conveyed to the stormwater retention system via a combination of sheet flow and stormwater catch basins/pipes. The proposed Stormwater management system also incorporates pipes to provide hydraulic connections, providing equalization of the basins. The entire system provide in excess of the ten year two hour storm, conservatively assuming that 95% of all stormwater is conveyed to the proposed wet detention pond system. The system is sized to draw down runoff from a 1 inch storm in two days using an orifice in the outlet. Provisions have also been designed to provide an emergency outlet in the event of storms substantially over the design storm. system. The temporary pool w411 be drawn down over time and be discharged out of the outlet control structure through a vegetative filter before entering the Tig-Ma-Tar Ditch. The UDSA's Soil Survey of Currituck County North Carolina maps the soils as a Portsmouth find sandy loam, however field investigations of the soil indicate that the soil more closely resembles a Munden loamy sand. The upper surface horizions are very acidic, creating a hard pan at a depth of approximately 14 to 18 inches. Underneath this layer is a sand with moderate to rapid permeability. Based on existing elevations at the site and both Landmark Engineering and Protocol sampling Services investigations, a seasonal high water table elevation of 3.5 msl (NAVD 88 datum) was calculated and used for design purposes. LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. P.O. Box 1190 KITTY HAWK, NC 27949 PHONe:252.255.5127 FAX: 252.255.0992 Villas at the Pointe STORMWATER MANAGEMENT PLAN CALCULATIONS Wet Detention basin 1 jContour Areas (Calculated by Autocad) .J.V -IY,Y>V Jl1.11. `i vNv ub..v.+•�•••�••-- 4.0' - 12,113 sq. ft. 3.5' - 10,960 sq.ft. (Bottom of temporary storage) Temporary Pool Volume 5.0' to 4.0' 1.0 ft x ((14,496 sq. ft. + 12,113 sq. ft.)/2) = 13,304 cu. ft. 4.0' to 3.5' 0.5 ft x ((12,113 sq. ft. + 10,960 sq. ft.)/2) = 5,768 cu. ft. Direct Storage Infiltration Basin 91 = 19&772—cu. ft l (WefDetention basin 2`Contour Areas (Calculated•by Autocad) 5.0' - 3.1,.7.08� sq.ft._(Top of Storage (cgOverflow Elevation) 4.0'- 26,168 sq. ft. 3.5' - 23,438 sq.ft. (Bottom of temporary storage) Temporary Pool Volume 5.0' to 4.0' 1.0 ft x ((31,708 sq. ft. + 26,168 sq. ft.)/2) = 28,938 cu. ft. 4.0' to 3.5' 0.5 ft x ((26,168 sq. ft. + 23,438 sq. ft.)/2) = 12,401 cu. ft. Direct Storage Infiltration Basin #1 = 41`339 cu. ft. aE2f etontio'n basin 3 Contour-Areast(Calculated by_Autocad) 5 P 66 5- 3 sq.ft. (Top`of�Storage'@=0veaflow'Elevation) 4.0' - 57,631 sq. ft. 3.5' - 53,233 sq.ft. (Bottom of temporary storage) Temporary Pool Volume 5.0' to 4.0' 1.0 ft x ((66,503 sq. ft. + 57,631 sq. ft.)/2) = 62,067 cu. ft. 4.0' to 3.5' 0.5 ft x ((57,631 sq. ft. + 53,233 sq. ft.)/2) = 27,716 cu. ft. Direct Storage Infiltration Basin #1 = 89,783 cu. ft. Total impervious coverage = 323,548 sq. ft. Assume 95% of runoff from impervious coverage reaches infiltration basins 150,194 cu. ft. /(0.95 x 323,548 sq. ft.) = 0.4886 ft. or 5.86 inches Therefore storage is provided in excess of ten vear, two hour storm Even if we conservatively assume 100% of runoff reaches basins 150,194 cu. ft. / 323,548 sq. ft. = 0.4642 ft. or 5.57 inches Which is still well in excess of the ten year, two hour storm LANDMARK ENGINEERING & ENVIRONMENTAL, P.C. P.O. Box 1190 KITTY HAWK, NC 27949 PHONE: 252.255.5127 FAX: 252.255,0992 Subject: Field evaluation of soil characteristics for Villas at the Pointe, located off of U.S. 158 (Croatan Highway), Powells Point, Currituck County, North Carolina. The above site was visited by representatives of Landmark Engineering & Environmental, P.C. to obtain information on soil profile characteristics in selected areas throughout the site. The findings are as follows: The soils in site area are mapped on the attached Figure 1 which is a portion of sheet 3 of the USDA Soil Conservation Service's, "Soil Survey of Currituck County North Carolina". According to this Survey the soil series located in the site is mapped as a Portsmouth fine sandy loam: Physical observation and written profiles of the soils were completed during two soil borings advanced at the site. The Soil profiles encountered during the borings are listed below as follows: Boring #1 (ground Elevation 6.8' msl +/-) 0"-10" Dark Greyish brown loamy sand - (10 YR 4/2), (SP-SM). 10"-18" light yellowish brown loamy sand - (10 YR 6/4), (SP-SM/SP). 18"-72" Pale Brown med. fine sand - (10 YR 6/3). Well -sorted (SP) SHWT indicators detected at depth of 40" * Note: Hard pan between strata 2 and 3, may allow perched water table need to excavate though this layer for both stormwater and wastewater treatment/disposal systems End of Boring #1 Boring #2 (ground Elevation 7.5' msl +/-) 0"-12" Dark Greyish brown loamy sand - (10 YR 4/2), (SP-SM). 12"-20" light yellowish brown loamy sand - (10 YR 6/4), (SP-SM/SP). 20"-72" Pale Brown med. fine sand - (10 YR 6/3). Well -sorted (SP) SHWT indicators detected at depth of 48" * Note: Hard pan between strata 2 and 3, may allow perched water table need to excavate though this layer for both stormwater and wastewater treatment/disposal systems End of Boring #2 Based on site investigations, the soils are more consistent with a Munden series soil than a Portsmouth Series as shown in the USDA Soil Conservation Service's, "Soil Survey of Dare County North Carolina". A Seasonal High Water Table, (SHWT) elevation of 3.5' msl, (NAVD 88 Datum), was calculated based on borings at the site and existing elevations at the site. Name��, / q _,1, ,p0000 532069 (1000/BX Rev 03) /1ST//c ��`601 6e21 count DQ ` '} No * 'To 0 0, q a-0 /_6) c / , . ate I `I I Is Z;4 f r ,¢ .poor....more Lne wd Wah 4u &,, m duk qwr prnmr, do nw WACHOv7A WaChOVla Bank, National Association N. Wilkessbem,, INC 28659 For fYllrYlaC 1 lk�twt- 411V11 y l.� ,:053LOL6261: f Z`t 66-1621591 North Carolina Secretary of State hUp://www. secretary.state. nc.us/corporations/Corp. aspx?Mtemld=... Elaine F. Marshall Secretary CORPORATIONS Corporations Home Search By Corporate Name Search For New Corporation Search By Registered Agent Important Notice Corporations FAQ Homeowners' Association FAQ Tobacco Manufacturers Dissolution Reports Non -Profit Reports Verify Certification Online Annual Reports LINKS & LEGISLATION KBBE B2B Annual Reports SOSID Number Correction 2001 Bill Summaries 1999 Senate Bills Annual Reports 1997 Corporations 1997 Register for E-Procurement Dept. of Revenue ONLINE ORDERS Start An Order New Payment Procedures CONTACT US Corporations Division Secretary of State's web site TOOLS Secretary of State Home Secretary of State Site Map North Carolina ®EPARTM E NT OF THE SECRETARY OF STATE PO Box 29622 Raleigh, NC 27626-0622 (919)807-2000 Date: 4/4/2008 Click here to: View Document Filings I Sign Up for E-Notifications I Print apre-populated Annual Report Form I Annual Report Count I File an Annual Report I Corporation Names Name Name Type NC The Villas Legal at the Pointe, LLC Limited Liability Company Information SOSID: 0864317 Status: Current -Active Date Formed: 8/30/2006 Citizenship: Domestic State of Inc.: Duration: Registered Agent Agent Name: Registered Office Address: Registered Mailing Address: Principal Office Address: NC Perpetual Khoury, Daniel'D 6 Juniper Trail Kitty Hawk NC 27949 PO Box 1042 Kitty Hawk NC 27949 821 Ocean Trail, Ste 4 Corolla NC 27927 1 of 2 4/4/2008 9:42 AM Untitled Document Page I of 1 Matchine Reports Found Records 1 iask__ T. pe Permit Facilitc 011ner Incident# Ind, nt Dt. 115 Dav# 51 _'y Related 24 1lour SS0.24 HR WQCS00082 Elizabeth City Collection S tem . 200300239 20 - 0-30 08:18:00 0 0 Vices ted 24 Hour SSO 24 HR 025011 jElizabeth Ci W WTP 11200300 2003-09-29 17:50:00.01. View Related _ lour SSO 24 HR N0002501 beth City W WTP 00121 2003-09-25 16:40:00.0 11C Vices Related 24 How O 24 HR NC0025011 Elizabeth W 200300120 2003-09.26 11:30:00 View 5 Day SSO Y WQCS00082 Elizabeth City Co echo stem City of abeth Ci�3-tO-29 View 5 Dav SSO 5 DAY " WQCS00082 Elizabeth City ollection Syste of Elizabeth City 200300239 2003-10-30 08:18:00.6 20137 2003-10- MizaFem Uqollt�Mtrm N� 2003-12-1 283 i 2 View 5 Dag SSO 5 DAY WQCS0008 abet Collection System Ci of Ehzabe - View 5 Day - SSO 5 DAY WQCS0008 rzabe i Collection System ICity of Elizabeth Ci - -9 _ Vrea 5 Dac SSO 5 DAY EWQr,S60082 Elizabe t City-L4<ection System City of Elizabeth - - Firsl jFrcvi6us Nczt Last Z 0 t http://bims.enr.state.nc.us:7001/selectPanel.jsp?actionRequest=getBypassInfoForFind&Set=I0 1/14/2004 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources August 28, 2008 Villas at the Pointe, LLC Attn: Mr. Eric Avery 821 Ocean Trail, Suite 4 Corolla, NC 27927 Subject Stormwater Review SW7080403 Villas at the Pointe Currituck County Dear Mr. Avery: Coleen H. Sullins, Director Division of Water Quality This office received revised plans and calculations for the subject project on July 8, 2008. After reviewing the revised submittal, the following additional information is needed: 1. Plan sheet C2 has been altered and does not show all drainage features (Ponds B & C). 2. Plan sheet C6 refers to a narrative for details about the vegetation plan. These details are missing. The vegetation plan should mirror closely the information found the Divisions BMP manual. The written vegetation plan should be readily available on the plans and should be discussed in the stormwater narrative. 3. The minimum storage volume required is 28,385 cf. The permanent pool surface area required should be 32,060 sf. The supplement sheet and other affected calculations should be revised. 4. Structural support for 3-inch outlet orifice should be provided & shown on plans. 5. Revise application, supplements, narrative & plans as need to reflect changes. The above requested information must be submitted to this office prior to September 29, 2008, or your application will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including a new application fee. If you need additional time to complete the application package, please mail or fax your request to this office and include any reason(s) for the time delays. You should also be aware that the Stormwater Rules require that the permit be issued prior to any development activity. Construction without a permit is a violation of 15A NCAC 21-1.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day. If you have questions, please feel free to contact me at (252) 948-3919, or you can send a message to: bill.moore@ncmail.net. Sincerere . illiam J. Moore Environmental Engineer Washington Regional Office cc: Landmark Engineeering & Environmental, P.C. C pituck County Planning/Inspections .^ashington Regional Office North Carolina Division of Water Quality Internet aitiuxe atermriMv oie One 943 Washington Square Mall Phone (252) 946-6481 NorthCarolina Washington, NC 27889 Fax (252) 946-9215 Naturally Michael F. Easley, Gnvernor William G. Ross Jr., Secretary North Caroiina Department of Environment and Natural Resources May 28, 2008 Villas at the Point, LLC Attn: Mr. Eric Avery 821 Ocean Trail, Suite 4 Corolla, NC 27927 Subject Stormwater Review SV 7080403 Villas at the Pointe Currituck County Dear Mr. Avery: Colleen H. Sullins, Director Division of Water Quality This office received a Coastal Stormwater permit application and plans for the subject project on April 3, 2008. A preliminary review of your project indicates that before a State Stormwater permit can be issued the following additional information is needed: 1. Show project location on 8.5 x 11-inch copy of USGS Topo Map & NRCS County Soils Map. 2. Delineate drainage basins on site plan & provide runoff calculations for each basin. 3. As proposed, wet pond does not meet minimum requirements (i.e. average depth) 4. Provide vegetation plan that meets requirements of rules/BMP manual. 5. Provide details of vegetated fitter, including energy dissipater; also support for 3-inch outlet orifice. 6. Revise stormwater narrative, plans & details to reflect changes. The above requested information must be received in this office prior to June 30, 2008, or your application will be returned as incomplete. The return of this project will necessitate resubmittal of all required items including a new application fee. If you need additional time to complete the application package, please mail or fax your request to this office and include any reason(s) for the time delays. At the discretion of the Regional Supervisor, additional time may be granted for exceptional reasons and/or, circumstances beyond the applicants control. You should also be aware that the Stormwater Rules require that the permit be issued prior to any development activity. Construction without a permit is a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in civil penalties of up to $25,000 per day. If you have questions, please feel free to contact me at (252) 948-3919, or you can send a message to: bili.moore@ncmail.net. Sincere William J. Moore Environmental Engineer Washington Regional Office cc: Landmark Engineering & Environmental, PC Currituck County PlanningfInspections L,(Vashington Regional Office North Carolina Division of Water Quality Internet, www� ncwaterguality ore NOOne CarOt a 943 Washington Square Mail Phone (252) 946.6481 // Washington, NC 27899 Fax (252)946-9215 antrally rp f 6eta sue• - SAY _ -- - -—r 3 57 /Wi - -� 90¢3/Z3 = 3z- 3 9' lsu.¢ - Co3y� z3o> �3s�� - -3z o!o_fF iPL�G> 5.4. Ai; - - - 20 38s, ot?41 %�v 2493 1ze - . (;-o s�