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HomeMy WebLinkAboutSW6110502_HISTORICAL FILE_20110607STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW_&IZ�� DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS Fv-D HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATEr��J(p(J y YYYYMMDD North Carolina Beverly Eaves Perdue Governor ��p�pCDEMR V Department of Environment and Division of Water Quality Coleen H. Sullins Director June 7, 2011 Mr. Harrold Kidd K & G Developers, LLC 6885 Cliffdale Rd Fayetteville, NC 28314 Subject: Stormwater Permit No. SW6110502 Lake Rim North High Density Subdivision Wet Pond Project Cumberland County Dear Mr. Kidd: Natural Resources Dee Freeman Secretary The Stormwater Permitting Unit received a complete Stormwater Management Permit Application for Lake Rim North on June 6, 2011 after multiply additional information requests. Staff review of the plans and specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title 15A NCAC 2H.1000 and Session Law 2006-246. We are forwarding Permit No. SW6110502, dated June 7, 2011, for the construction, operation and maintenance of the subject project and the stormwater BMPs. This permit shall be effective from the date of issuance until June 6, 2021, and shall be subject to the conditions and limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit. Failure to establish an adequate system for inspection and maintenance of the stormwater management system will result in future compliance problems. If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an adjudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands are made this permit shall be final and binding. This project will be kept on file at the Fayetteville Regional Office. If you have any questions, or need additional information concerning this matter, please contact Brian Lowther at (919) 807-6368; or brian.lowther@ncdenr.gov. Sincerely, � for Coleen H. Sullins cc: Fayetteville Regional SW6110502 File ec: John E. Prevette, III, Office PLS—jprevette@goodensurveying.com Wetlands and Stormwater Branch 1617 Mail Service Center, Raleigh, North Carolina 276J9-1617 Locatiun: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919 807 53001 FAX 919 807-6494� Customer Service: 1 877-C' 3-6748 Internet: www.ncwaterrqualdy.org An Equal Opportunity IAdIrmalive Mtron Employer NonithCarolina Naturally ly Q , I t At .6 4 1w As4 .., 9P A*1�4!-:e I n,k 1745 cypress Lakes Rd I Gooden & Associates, Inc Ilope M ills, NC28349 T Phone 910-223-7766 —,.- Surveying, Planning, Mapping Paz 910-223-7788 jprevcRc a ,00dcnsurva'inl-.com June 6, 2011 Mr. Brian Lowther NC DENR - Division of Water Quality Stormwater Permitting Unit Post -Construction Application 1617 Mail Service Centel - Raleigh, NC 27699-1617 RE: LAKE RIM NORTH PROJECT N0.SW6110502 Brian, You indicated that the elevation of the emergency overflow weir shown on the detail was different than that shown on the front page of the calculations. The elevation on the front page of the calculations was mistyped. 1 revised the front page of the calculations to match the actual calculated elevation. I have attached the revised calculations along with two copies of the revised plan sheets showing the new pond outlet location. Please let me know if you have any questions. Regards, D hn Zi /�in.e 7 John E. Prevette, I11, P.L.S. attachments Wet Detention Pond Lake Rim North culcuJations John E. Prevette III, P.L.S. L-4905 Gooden and Associates, Inc. 1745 Cypress Lakes Rd Hope Mills, NC 28348 910-223-7766 jprevette@goodensurveying.com Method Find permanent pool dimensions: 0 Iterate dimensions to achieve an acceptable surface area to drainage area ratio Find temporary pool dimensions: o Calculate the required treatment volume o Find the max stage needed to store the treatment volume Find temporary pool draw -down orifice dimensions o Iterate orifice dimensions to find an acceptable flow that will drain the treatment volume in 2-5 days o The orifice flow must not exceed the pre -development 1-yr 24-hr peak flow Overflow considerations: o Set the overflow riser at the temporary pool max stage o Route the 10-year 24-hour storm and find the max stage o Set the emergency overflow weir at the 10-year 24-hour max stage o Route the 100-year 24-hour storm and find the max stage o Set the top of the pond 1 foot above the 100-year 24-hour max stage NOTE.All formulas are taken from the Stormwater BMP Manual Given Impervious Percentage = 42.8% Drainage Area = 1,880,600 sf Calculated Elevations Top Pond: 164.7' (Z=21.2) 100vr Max: 163.7' Temp Pool:162.8' (Z=19.3) Perm Pool: 159.5' (Z=1 Revised June 6, 2011 Emgcy Overflow Weir 10yr Max 163.4' (Z=19.9) Pond Bottom: 143.5' (Z=0.0) (Excavate 1' below Pond Bottom for Sediment Accumulation) Page 1 of 6 Project # 07880 Gooden & Associates, Inc. Temp Pool Tap Shelf Perm Pool Btm Shelf Btm Frbay Btm Pond [Table 1] - Pond Dimensions a C -a c O c c W a ,� N a a pip O O T T Q C m ,p l] ,p _ N O. E N C 00 C W h9 N `O N > V- F 2 v 3 o w LL J 3- LL ii > Q > < > Q V1 19.3 171.8 106.8 84.8 84.8 25539 45086 16409 37285 161838 70086 16.5 155 90 68 68 18574 6379 2212 20876 100342 8591 16.0 145 80 65 65 15825 5254 2048 18664 91752 fX 15.5 63 63 134199 678333 1/6666166 16616 9.0//O.//1e /135 /70 37 ��/l� 7�f�/ /!/�'�//6/ / 68444449 %//� %,1�✓/ 0.0 73 8 !',`�°% �37� "�'J/ �'//!`•'/. O�',l % o d i�'/'''OJ s i /✓'i/i B`.'/,Ff f' Permanent Pool Pollutant removal within a wet detention basin is dependent upon two integral components - average depth and permanent pool surface area. Average depth, is a function of the surface area, total depth, and side slopes, and must be recalculated if any of these dimensions change. Surface area is directly proportional to the total drainage area by a factor found in a table in the Manual. To find the factor in the table, the designer must know the percent of impervious area and the average depth of the permanent pool. Because surface area is dependent upon average depth, and average depth is dependent upon surface area, it becomes necessary to iterate pond dimensions to find an acceptable solution. This is an easy task with a spreadsheet. As shown in [Table 11 we have chosen dimensions for the Main Pond of 145'x80' and 65'x65' for the forebay. The spreadsheet calculates incremental contour areas and prismoidal volumes as well as stage and storage values. [Table 1] shows the calculated values for Permanent Pool Area, Bottom of Shelf Area, Bottom of Pond Area, and Depth. Permanent Pool Area (PP) = 15,825 sf Bottom of Shelf Area (BS) = 13,419 sf Bottom of Pond Area (BP) = 584 sf Depth from Bottom to Shelf (Depth)= 15.5 feet Revised June 6, 2011 Page 2 of 6 Project # 07880 Gooden & Associates, Inc. Using these values, the Average Depth can be calculated: BS day = 10.25 x I 1 +th PP/J + L\BS Z BP/ x \DBS ) da = r0.25 x I 1 + 15825/] + I (13419 1341 Z+ 5841 x (13419) 15.5 — 8'5 feet We use Table 10-3 in the Manual to find the ratio of surface area to drainage area. Table 10-3 is fed into the spreadsheet and a ratio is found by double interpolation. Using 8.5 feet as the average depth and 42.8% as the impervious percentage, a SA/DA ratio of 0.84% is calculated. SA = DA x 0.0084 SA = 1,880,600 x 0.0084 = 15,820 The surface area of 15,825 sf shown in [Table 11 is acceptable. Regulations also require that the forebay contain 20% of the permanent pool volume. The chosen dimensions yield a forebay storage of 18,664 cf and a total permanent pool storage of 91,752 cf. The forebay contains 20.3% of the total volume and is sized appropriately. Temporary Pool Regulations require treatment of the first one inch of rainfall because most common surface pollutants are carried away within this volume. Surface characteristics reduce the treatment depth from one inch of rainfall to some particular depth of runoff. This runoff depth — not the rainfall depth — is then applied to the Drainage Area to compute the runoff volume that must be treated. The Simple formula described in Chapter 3 of the Manual is used to calculate the runoff depth given impervious percentage and drainage area. The depth is multiplied by the total area and then divided by 12 to get cubic feet of treatment volume (VvQfr) Revised June 6, 2011 Page 3 of 6 Project # 07880 Gooden & Associates, Inc. Impervious Percentage (1) = 0.428 Drainage Area (DA) = 1,880,600 sf Treatment Depth (dl) = (0.05 + 0.9 x I)x 1 inch rainfall = 0.435 in dT x DA 0.43S x 1,880,660 WQV = 68,200 cf 12 12 [Table 1] shows that at stage 19.3, the temporary pool will hold the required treatment volume. Draw -Down Orifice In order to maximize filtration, the temporary pool volume should be completely drained no sooner than 2 days. However, maximum inundation should be limited to 5 days to reduce adverse affects on plant life and to free up space for the next storm. Regulations also require that the treatment volume be discharged at a rate equal to or less than the 1-yr 24-hr pre -development peak discharge rate. The standard Orifice Equation is used to determine average flow. The treatment volume is divided by the average flow to find the draw -down time: Coefficient of Discharge (C) = 0.614 Orifice Diameter (D) = 3" (0.25 feet) Driving head (H„) = tZ° 3 "j = 1.1 ft rrD4 Q=Cx 4 x 2x32.2xHo (ir x 0.251\ Q=0.614x 4 x 2x32.2x1.1=0.254ft3/sec Drawdown Time = WQV Q x = x 1 68200 1 = 3.1 days 6 0 x 6 0 x 2 4 0.254 60x60x24 Revised June 6, 2011 Page 4 of 6 Project # 07880 Gooden & Associates, Inc. The Rational Method is used to determine the pre -development flow: Pre -development C = 0.30 Post -development C = 0.50 Drainage Area = 43.2 acres 1-yr 24-hr storm intensity = 0.13 in/hr Pre -development Q = C i A = 0.30 x 0.13 x 43.2 = 1.7 ft'/sec Post -development Q = C i A = 0.50 x 0.13 x 43.2 = 2.8 ft3/sec Flow through the orifice is 0.254 ft3/sec, which is less than the pre -development flow. The orifice will draw -down the temporary pool volume in 3.1 days, which is meets the 2-5 day restriction. Therefore, a 3 inch orifice is adequate for this pond. Overflow Considerations To find appropriate overflow structures, storms with volumes larger than the treatment volume must be routed through the pond. To accomplish this, we utilize the SCS TR-20 Method with a Type III storm. 10-year 24-hour Storm 10-year 24-hour depth = 5.52 inches Drainage Area = 1,880,600 sf Tc = 45 minutes CN =73 Two overflow risers are used for this pond and both are set at the temporary pool elevation (19.3). A 4'x4' brick riser carries the majority of the overflow while an 8-inch CMP riser carries a small portion of the overflow to a level spreader. The 3-inch draw -down orifice is set at the permanent pool elevation (16.0'). Revised June 6, 2011 Page 5 of 6 Project # 07880 Gooden & Associates, Inc. Routing the storm produces the following results: Max Inflow = 64.2 cfs Max Outflow = 63.5 cfs Max 10-year Stage = 19.9 ft 100-year 24-hour Storm 100-year 24-hour depth = 8.67 inches Drainage Area = 1,880,600 sf Tc = 45 minutes CN=73 The emergency overflow weir is 20' wide and is at the maximum stage of the 10-year 24- hour storm (19.9'). Routing the storm produces the following results: Max Inflow = 129.6 cfs Max Outflow = 127.9 cfs Max 100-year Stage = 20.2 ft The top of the pond will be at stage 21.2 feet. Revised June 6, 2011 Page 6 of 6 Project # 07880 Gooden & Associates, Inc. •��-•^y�A, ct 31 1, 19 ,R£ j-im J V'_0 -FOe'9N O W 7Ag a2 -:A- PrrA C'V_ irJ TAIC4 rf- STinS S. j u ? Application Completeness Review First Submittal ❑ Re -submittal Date Received: ''& Date Reviewed:S,s / By Bill Diuguida L — Development/Project Name:Z-fke /grin Ag-AA / F S /o f s4e6O. Receiving stream name /3oAt(gs eeF-F-✓ classification: C C-A-P,r— rE&OL BA--S'in/ For post -construction requirements, a program will be deemed compliant for the areas where it is implementing any of the following programs: WS-I, WS-II, WS-III, WS-IV, HOW, ORW, Neuse River Basin NSW, Tar -Pamlico River Basin NSW, and the Randleman Lake Water Supply Watershed Nutrient Management Strategy. High Density Projects that require a 401/404 within an NSW require 85% TSS, 30% TN and 30% TP removal. T&E Species (Goose Creek, Waxhaw Creek or Six Mile Creek Water Sheds): /V /Ai Latitude and Longitude:3S 63 09 At —99 / 2 %0 k) Jurisdi tion JJ {/4 Project Address: / if0% R%in k1aAlo/ C'u M ee ° tn,✓ k C Engineer name and firm: To E [ S ac qro _ zzs -9ryG Jae ea/� i� oodc.Jsuwej�.J� c� m Cl ow Density (no curb and gutter) ❑ Low Density with curAnd gutter outlets IR High Density ❑ Other 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter) ¢� UA 2 g/, /e de-V�1. yea( poa.t? <',r c� s,'te heck for $505.00 included l &i Original signature (not photocopy) on application ru/Legal signature (Corporation-VP/higher, Partnership -General Partner/higher, LLC-member/manager, Agent). Check spelling, capitalization, punctuation: http://www.secrctary.state.nc.us/corporations/thepage.aspx If an agent signs the application, a signed letter of authorization from the applicant must be provided which includes the name, title, mailing address and phone number of the person signing the letter. 9' For subdivided projects, a signed and notarized deed restriction statement 9� Sealed, signed & dated calculations El' Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) ❑ Bioretention `' ❑ Rooftop Runoff Management ❑ Dry Detention Basin ❑ Filter Strip ❑ Grass Swale ❑ Infiltration Basin ❑ Infiltration Trench ❑ Level Spreader ❑ Permeable Pavement ❑ Restored Riparian Buffer ❑ Sand Filter ❑ Strormwater Wetland et Detention Basin ❑ Low Density ❑ Curb Outlet ❑ Off -Site ❑ NCDOT Linear Road :�a o sets of sealed, signed & dated layout & finish grading plans with appropriate details Narrative Description of stormwater management provided ["Soils report provided G' Wetlands delineated or a note on the plans that none exist on site and/or adjacent property UV'_ etails for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter; &'Dimensions & slopes provided / "rainage areas delineated ' ervious and impervious reported for each ER -Areas of high density Uir Inspection and maintenance agreements provided Gk"'Application complete ❑ Application Incomplete Returned: (Date) Comments /yn /SSlLtS — G February 9, 2009 Revision SL 2006-246 Section 9 Post Construction Requirements for Non -Coastal Counties Low -density projects ❑ No more than two dwelling units per acre or 24% built -upon, area; ❑ Vegetated conveyances to the maximum extent practiddble;, ❑ Built -upon areas at least 30 feet landward of perennial and intermittent surface waters; ❑ Deed restrictions, protective covenants, and/or other restrictive language/measures. High density projects ❑ Control and treat runoff from the first one -inch of rain. ❑ Runoff volume drawdown time must be a minimum of 48 hours, but not more than 120 hours; ❑ Discharge the storage volume at a rate equal to or less than the predevelopment discharge rate for the one-year, 24-hour storm. ❑ Achieve 85% average annual removal of total suspended solids. ❑ For BMPs that require a separation from the seasonal high-water table (SHWT), the separation shall include at least 12 inches of naturally occurring soil above the SHWT. . ❑ Stormwater management measures must comply with the General Engineering Design Criteria For All Projects requirements listed in 15A NCAC 2H .1008(c); ❑ All built -upon areas are at least 30 feet landward of perennial and intermittent surface waters; ❑ Deed restrictions, protective covenants, and/or other restrictive language/measures ❑ Provide a mechanism to require long-term operation and maintenance of Best Management Practices Goose Creek, Six Mile Creek and Waxhaw Creek Watersheds Buffer Requirements ❑ Undisturbed riparian buffers within 200 feet of water bodies'within the 100-Year Floodplain and within 100 feet of water bodies that are not within the 100-Year Floodplain. Exceptions to the undisturbed buffer requirements are set forth in 15A NCAC 02B .0607 Stormwater Controls as required by 15A NCAC 02B .0602 ❑ Control and treat the difference between the pre -development and post -development conditions for the one- year, 24-hour storm with structural controls. ❑ Development and redevelopment shall implement stormwater management measures that promote infiltration of flows and ground water recharge for the purpose of maintaining stream base flow. ❑ 85% average annual removal of total suspended solids. ❑ Draw down the treatment volume no faster than 48 hours, but no slower than 120 hours, for detention ponds. ❑ Discharge the storage volume at a rate equal or less than the pre -development discharge rate for the one- year, 24-hour storm. ❑ Meet design or stormwater management measures set forth in 15A NCAC 2H .1008. High Density Projects that require a 401/404 within an NSW ❑ 85% TSS ❑ 30% TN ❑ 30% TP February 9, 2009 Revision HAL OWEN & ASSOCIATES, INC. SOIL & ENVIRONMENTAL SCIENTISTS P.O. Box 400, 266 Old Coats Road Lillington, NC 27546-0400 Phone (910) 893-8743 / Fax (910) 893-3594 www.halowensoil.com 11 October 2010 Mr. Harold Kidd K & G Development 6885 Cliffdale Road Fayetteville, NC 28314 Reference: Soil Scientist Investigation for Stormwater Management Lake Rim Subdivision Dear Mr. Kidd, A site investigation has been conducted for the above referenced project to determine the depth to evidence of a seasonal high water table in the area proposed for a wet detention basin. All soil characteristics were described in accordance with the USDA Field Bookfor Describing and Sampling Soils. This report represents my professional opinion as a Licensed Soil Scientist. An auger boring was advanced to a depth of 70 inches below ground surface in the vicinity of the proposed wet detention pond. Soil morphological characteristics indicating a seasonal high water table (SHWT) were observed at 60 inches and free water in the bore hole was measured to be 70 inches below surface one hour after the boring was finished. A soil profile description was collected and is attached to this report. A portion of the proposed site has significant slope and the depth to the seasonal high water table varies significantly across the site. The soil boring was located just above a steep drop off toward the creek. As you move toward the creek (down the hill) the depth to the seasonal high water table decreases until it is about one foot below surface at the bottom of the slope. It appears that a wet pond could be sited on the flatter portion of the site but the steep sideslope is not well suited for the intended use. I appreciate the opportunity to provide this service and trust that you will feel free to call on me again in the future. If you have any questions or need additional information, please contact me at your convenience. Sincerely �• ✓- Hal Owen Licensed Soil Scientist and Delineations, Permitting, and Consulting s HAL OWEN & ASSOCIATES, INC. Soil Scientist Investigation Lake Rim Subdivision October 2010 Figure " 'rofile #1 Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. SOIL PROFILE DESCRIPTIONS FOR STORMWATER MANAGEMENT DEVICES CLIENT: Harold Kidd — K & G Development OWNER:® AGENT:❑ PHONE: 910-237-9228 PROJECT NAME: Lake Rim Subdivision PROPOSED FACILITY: Wet Detention Basin LOCATION OF SITE: COUNTY: Cumberland PROPERTY SIZE: EVALUATED BY: Hal Owen NC Licensed Soil Scientist DATE EVALUATED: I July 2010 EVALUATION METHOD: Auger Boring ®, Pit ❑ nn�cn o v HORIZON DEPTH IN MATRIX MOTTLES TEXTURE STRUCTURE CONSIS- TENCE PERMEABIL ITY WMR NOTES A 0-10 LS 10 E 1044 Brown Yellow LS 10 Btl 44-50 Yellow Brown SL 1 MSBK FR 2.5 Bt2 50-60 Yellow Brown 2 & 3 chroma SCL 2 M SBK FR 1.5 BC 60-70 Gray red and other SL I M SINK FR AWT 70 in SHWT 60 inches SLWT SLOPE DRAINAGE SOIL SERFS VEGETATION COMMENTS: observation made at Batter portion of the site Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. TEXTURE S -Sand LS - Loamy Sand SL - Sandy Loam L - Loam SCL - Sandy Clay Loam CL - Clay Loam SiL - Silt Loam Si - Silt SiCL- Silt Clay Loam SC - Sandy Clay C - Clay SiC - Silty Clay O - Organic MOTTLES f — few c — common m — many STRUCTURE 0 - structureless I - weak 2 - moderate 3 - strong MD-F, MOIST CONSISTENCE L - Loose VFR - Very Friable FR - Friable FI - Firm VFI - Very Firm EFI - Extremely Firm AWT — Apparent Water Table SHWT— Seasonal High Water Table SLWT—Seasonal Low Water Table 1 - fine F - Faint 2 - medium D - Distinct 3 - coarse P - Prominent VF -very fine G - Single Grain F - fine M - Massive M - medium CR - Crumb C - coarse GR - Granular VC - very coarse SBK - Subangular Blocky ABK - Angular Blocky PL - Platy PR - Prismatic Soil Science Investigations • Wetland Delineations, Permitting, and Consulting f 6956 0173 13K6956PG 173 035074 CUIa2R1dND COUNTY 8C 07/28/2005 $411.00 n,.,a�r !�p�1�0ti1NA Peel Estate Y ! Exclw Tex RECEIVED 7-28-2005 AM 8:29:43 J. LEE WARREN JR. REGISTER OF DEEDS CUMBERLAND CO., N.C. NORTH CAROLINA GENERAL WARRANTY DEED Excise In: S 411.00 Peal Identifier No.9487-74-7238 Verified by County on the _ dry of. 20_ MuVBox to: Kenneth C. Praschm, P.A., 2547 Ravenhill Road Fayetteville NC 28303 This tastnancut was Prepared by: Kenneth C. Praschan, P.A. 05-676, 2547 Revenhill Road, Fayetteville, NC 28303 Brief demryu® for the Index: LT 13.67 ACRES, MORE OR LESS, THIS DEED made this 19th day of July .20_jU by and between Clifton J. Herrington and wife Shirley Monroe Harrington K&G Developea, LLC 6885 Cliffdale Road Fayetteville, NC 29314 The designation Grantor sad Grantee as usedberein shn11 inehrde saldparhm, thewhem successom and --gas, and shallinehrde singular, plural, masculine, fennoim or neuter as requved by contnl. W RNESSETH, that the Camtm, for a vahmt and by thew proems does grant, bargain, sell inlhe Cityof Fayetteville.) Sec Exhibit "A" attached NorlhCnaliosaod The property harcumbove described was acgnnW by Grantor by ustrumeot recorded m Book 2288 page 403 A map showmg the above described property a recorded in Plat Book page NC Bar Amociatlon Form No. L-3 ® 1976, Revised m 1977, 2002 Primed by Agmement with the NC Bar Aso a^^n-1981 SoRPro Corporatim 333 E. Six Pmb Rd., Raleigh, NC 27609 10 / 6956 0174 -OK6956PG 114 TO HAVE AND TO HOLD the alawaid lot a parcel ofland and all privileges and a ppureeoaneathereinhalo swat aGmntee in fa dagk. And the Chanter covenants with the Grantee. than Grantor a seized of thepre®ees in fee sunpk, has the right toconvoy the same in fee atnWk, that ritle is n u ketable and free and clear of all enam>brerca, and that Grantor will warrant and &find the tide against the lapfalclanns of all pmona whomsoever, other than the following eaeeptiom: Restrictive covenants, easements and rights -of -way, of record. IN WITNESS WHEREOF, the Grantor has duly executed the foregoing as of day and ar fiat above wriunan (SEAL ) (Entity Nam) Cliftc J. Frerrinjiton gy; R/rf'S(AL ) Tide: Shirley Nt4rffoc Harrington L, the undersigned Notary Public of the Cmmty BGta6A'd??aeid, u dust Clif on J. HartnZon and wife Shirley Monroe Harrington P :personally appeared before use this day and acknowledged the due execution of the laego n!g ! ear{or eq _ expressed. Whitest my hand and Notarial shnporsealibis 19th day/of_ July -, l My Cow Finphes: (.p " f 3-0% ^+. • .... -rst�✓ u1Ns Notary Public Stan, of North Carolina - County of 1, the =damped Notary Public ofaeCounty and Soon afot"Od. ow* that Personally came before or this day and eclmowledgad that _he is the of a North Caralnaa or eorporatiodlmamd liebr7ity coroWmY/geoarel permashipR®Ised parmasbip (etr0as Ihrwgh tln i nsMliable), and dwby wfhmitydulygivea and" them of such entity. _he aiguedthe finegomg immmaatm its name curb behalf as its Maud dad. Witness my band and Notarial sump or seal, this _ day of . 20_ My Commission Expires: Notary Public Sate ofNorth Carolina - Canty of tithe uodrnigoed Notary Public of the County and Sate aforesaid, certify that Witness my hand end Notional vamp or seal, this day of 20_ My r� c--< - au�t�r_ssaaaasm �w�� v ' 6956 0175 BK6956PG 115 Exhibit " A " FIR41' TRACT: BEGINNING at a stake, two pine pointers, just west of a certway, Mary D. McGill corner, and rum North 73 degrees East 10 chains and 60 links to a stake four oak pointers; thence South 2 degrees East 11 chains and 60 links to a stake by a small blackjack, two pine winters; Thence West 10 chains to a stake in Mary McGill's Hue; thence as it North 3 degrees West to the beginning. Containing 10 acres, more or less. Being the same land described in a deed dated January 2, 1803, from John A. Patterson and wife to Duncan Ray, recorded In Book A45, page 71, office of the Register of Deeds for Cumberland County. SECOND TRACT; BEGINNING at a stake In John A. Patterson's Rae and rum North 73 degrees East 4 chains and 40 links to his corner, thence South 5 degrees West 17 chains and 50 links to a pine and pointers; thence West 12 chains and 20 links to a stake in Mrs. McG0l's line; thence with said line North 2 degrees West 4 chains and 50 links to Duncan Ray's corner, thence with Ray's tine East 10 chains to Ray's other comer, thence direct to the beginning containing 10'/. acres, more or less. Being the same land described in a deed from John A. Patterson and wife to Duncan Ray, recorded in Book N N7, page 140, in the office of the Register of Deeds for Cumberland County. THIRD TRACT; BEGINNING at a stake, Duncan Ray's corner in Martin's line, and runs thence west 12 chains and 20 links to a stake; thence south 2 degrees East 5 chains and 80 links to a stake; thence South 73 degrees East 11 chains and 73 links to a stale; thence North 5 degrees East 8 chains and 70links to the beginning. Containing 8 acres, more or less Being the same land described in a deed dated May 1, 1914, from John A. Patterson and wife to Duncan Ray, recorded in Book D- A, page 230, in the office of the Register of Deeds for Cumberland County. Excepted therefrom this conveyance recorded in Deed Book 2475/ Page 626. 6956 0176 BK6956PG 176 035015 RECEIVED Corssa80t Coteau ac 07/28/2005 - 7-28-2005 AM 8:29:49 ' $438.00 J. LEE WARREN JR. REGISTER OF DEEDS ,. 'MA �I Real Esau CUMBERLRND CO., N. C. 1� Excise Tax NORTH CAROLDVA GENERAL WARRANTY DEED Mad/Boa to: KenneN C. Preschan P.A. 2547 Ravenhill Road Fa evi0e NC 28303 This imtnmeot wait prepared by; Kenneth C. Pmchm, P.A. 05676, 2547 Ravenhill Road, Fayetteville, NC 28303 Brief deseriptim for the Index: LT 14.58 ACRES, MORE OR LESS 71iI5 DEED made tbia 191h day of f W 20� by ead between Milton Spencer and wife Lagray H. Spencer K&G Developers, LLC . 6885 Cliffdale Road Fayetteville, NC 28314 MW4101igrstimGramOrand Grantee as used hereto shall include mid paracs, theirbeirs, sneceaos, and atogubr, phoa`4 ra"culme, fe�uix or order as required by conum snips. and ehen tochde WITNBSSE71L that the Grantor, fora vahsble COUSukratim paA by the GnOtce, the roeelptuf,&& isbeneby&clmowledged,lm and a City a preaeob does grantof Fayetteville , bargab4 NUB a� convry mmo the Grantee to fee ale, W thtteerbtohtm to the CtiSEVENTY FIRST p&roelofbaddbsted muse P' ly described u fonows: To�°P. Cumberland County. NotthCwlbaeud See Exhibit "A" attached The property hereinebove descibeA was acquired by Gramm by isttrrmeot roeordcd to Book 2475 page 626 A meta abowlog the &love dumbed property is r ,.&d to Pbt Bock Page NC Bar Amu iation Fotm No. LA O 1976, Reviwd O 1977, 2002 Printed by Agreement with the NC Bar Asaaciatioo-1981 S0010 Cmpmartoq 333 E. Six Farm Rd, Raleigh, NC 27W9 6956 0177 OK6956PG 117 TO HAVE AND TO HOLD the aforesaid lot mparcal ofImd and A privileges and sppurwm abelooMwtbc Crrantae in fee aimple. 7hr And the Oraotorcoveosob with the Grmta, that(erator u seized of the premI mfbeamtQk,hastherighttoconveytheearm fee aurWle, that titles marketable and five and elm *fail emnubmac e, arAihet Gr®torwill werraot and defend the title against the mwfW clan® of all porters whomsoever, other than the following cwgmoos: Restrictive covenants, easements and rights -of -way of record. IN WHINES$ WHEREOF, the Grmmr hu duly executed the fm/fe&oWg w oftheday and year fit above writtca. 1(/.f.(.Gyi74 (SEAL) (Entity Name) �(pvli-1 Spencer By. P=G.N�wi. i6t,0�_ (SEAL) Title: lagray H.13pe�rer Title: 1, the onde=Smd Notary Public aclmowledgcd the due exmtrtion of the forest stump or seal this I9N day of Ju My Cotuminion Expires: (0-13-6i _ personally appeared before me this day and therein expressed.- Wimesa nW had and Notarial State of North Carolina - County of 6 the undersigned Notary Public of&e Carry and SYatoafacuid, m' ftt pen y — before me this dry end ulmuwtedgad that -he m the of a North Carolina or corp—b d—lcdlnbtibaompmyfgmcrslparmaebiprli ttedparmeahip(smile Ilnoughdw mapplicabk:), and thatbyauthority duly given mdu the aotofsuch entity. he signed the foregoing mMmem in is mote w it, behelfu imactaod deed. Witem my land and Notarial stamp or anal. Iltia_day of 20 . My Coioision Expire: Notary Public Stata ofNa th Carolina • Gmmy of L the M&mgmd Notary Public of the Camty and State afore" certify thin wbe m..en. Th. ia� .era ddr ornifmm.0 duly r9O e,.d u ere d.m.m t®e ud a dot 0 DEEDS FOR ctlamRRtwwD COUNTY, kputyNU*ftt - Reglwn.f Dena. FtintW by Agrectnet with the NC By Association-1991 Soffm Corpastion, b3 E Six Forim Rd, Raleigh, NC 27609 70fi8 0888 BK7068PG868 RECEIVED (N.R SEAL) 055 198 11-1E-2005 AM 6:25: 42 d .I. LEE WARREN 7R. P h' REGf STER OF DEEDS CUMBERLAND CO., N.C. CUIIDERL D COaRTr RC 11/16/7DD5 $1169.00 mnn n NO&JMA Real Estate iExcise Tax NORTH CAROLINA GENERAL WARRANTY DEED Mad/Box te: Kenneth C. Prescient, t, P.A., 2547 Rave Chill Road, Fayetteville, NC 28303 05-971 This instrument we, prepared by: Kenneth C. Praschan, P.A., 2547 Ravenhill Road, Fayetteville, NC 28303 Brief description for the Index LT 31.14 ACRES, 31.14 AC, LAKE RIM NORTH ADD, PHASE 3 C `,) " l DEED made this 7th day of November , 20_n by and between loe G. Thompson K&G Developers, LLC 6885 Clifftale Road Fayetteville, NC 28314 20 The desigationCmntm and Grantor as wed herein shall include ssidparues, theirbehe, successors, and assigns, end shad mchde singular, piunal, mascu ia, fe®ame or newer u required by context. WITNESSEFN, that the Grantor, for a valuable consideration paid by the Grwteq the receipt ofwhwh a Mebyaclmow7edged, has and by thou presents does grant, bargain, will and convey auto the Grantee in lb: simple, ad that certain lot or parcel of had smeared mdm Cityof Fayetteville Seventy First Township, Cumberland County, NmthCamlinaaod more particularly described as follows: See Exhibit "A" attached hereto and made a part hereof The property hereiabove described was; aequned by Gren er by irumumm recorded a Boot 2234 page 419 A map showing the above described property is recorded in Plu Book page NC Bar Association Form No. W ® 1976, Revised ® 1977, 2002 Printed by Agreement with the NC Bar Association-1981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, INC 27609 7068 OKI068PG869 086% HAVE AND TO HOLD the aforesaid lot or loflandandall privileges paw P ticges and appurtenance thereto belonglegmthe Grano,, in fee simple. And the Grantor covenants with the Gaamce, that Granter to seized of thepremisea in fa simple, has the right to convey the same to fa simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the lawful claims of all persons whomsoever, otha than the following exceptiom: Restrictive covenants, casements and rights -of -way of record. IN WITNESS WHEREOF, the Grantor has duly executed t4,twegaing as of the day and year first above written (Entity Name) oe (� Thompson �— By: _ (SEAL) Title: By Title: By: Title: I. the undersigned Notary Public of the County> [eO6mdy d d Joe G. Thompson appeared before me this day and acknowledged the due exeeutim of the foregoing imtnneentTor p expressed.- Witness my hand stud Notarial stamp or seal this 7th day of November My Commission Expires: •i3-O'' �n.,..tA.t,MrQ.L.J �• `"M'+1yA+-, l Notary Public State of North Carolina - County of 1, the undersigned Notary Public ofthe Countystrd State aforesaid, certify that personally came before tar this day sod acknowledged that _he is the of a North Camlma or corpombowlmutedhabilityco m-y/gemalp-mmsb plimiredl>ermasbip (stril¢ dbroughthe mapplicabk)� and thatby authority duly given and as the act of such entity, _he signed the foregoingiosnr®em in its more on its behalf as its act and dad. Witness my hand and Notarial stamp or seal, this _ day of , 20. My Commission Expires: 1, the undersigned Notary Public of the County and State aforesad, artily that Witness my hand and Notarial stamp or seal, this _ day of 20_ My Commission Expires: Notary Public The foregoing Certifiate(s) of WamcertiGedmbecarec� This mstnanent and this certificate save dutyregistered a the dam and tint and nthe Bookand Pagsehown on the first page hereof Regrser of Deeds for County Deputy/Assistant - Register of Deed NC Bar Association Form No. L3 ® 1976, Revised ® 1977, 2002 Printed by Agreement with the NC Barr Association- 1981 So11Pro Corporation, 333 E. Six Forks Rd, Raleigh, NC 27609 7068 BK1068PG810 0870 Legal Description For K & G Developers, LL& Located near Fayetteville, in Seventy-first Township, Cumberland County, North Carolina. Bound on the .. North by the Sanders tract (DB: 6723 PG. 327, Cumberland County Registry); on the East by the eastern portion of the tract of which this is a part (OB. 2234 PG. 419, Cumberland County Registry); on the South by the Lapham tract (DB. 2800 PG. 83, Cumberland County Registry) and lots 27 & 28 of Lake Rim North Addition.— Phase 2 (PB. 113 PG. 97, Cumberland County Registry); on the West by Sunset Park — . Section 3 Part 2 (PB. 44 PG. 41, Cumberland County Registry) and the K&G Developers, LLC tract (DB. 6956 PG. 173, Cumberland County Registry); and being more specifically described as: .. Beginning at a. point in the Southeastem right-of-way line of Schull Drive (a 50' rightof-way public road) and then crossing Schuh Drive N 21 W - 50.00' to a point, being the southeast comer of lot 221, Sunset Park— Section 3 — Part 2 (PB. 44 PG, 41, Cumberland County Registry); Y Thence, with the common line of Sunset Park,— Section 3 Part 2 (PB. 44 PG. 41, Cumberland County Registry) and. the tract of which this is a part (DB. 2234 PG. 419, Cumberland 'County Registry) the - following ten courses; - . N 21 - 75.D0' to a point, being the Northeast corner of lot 221; Thence N 27°26'58' W - 77.00' to a point, being the Northeast comer of lot 220: Thence N 1W18'04" W - 64.1( to a point, being the Northeast corner of lot 219; Thence N 05'5T04' W.-64.16'to a point, being the Northeast comer of lot 218; Thence N 00'52'16' W 83.84' to a point, being the Northeast comer of lot 217; Thence N 12'18'04' W - 83.62' to a point, being the Northeast comer of lot 216; Thence N 24"16'94' W - 89.28' to a point, being the Northeast comer of lot 215 and being In the - Southern right-ofivay line of an unnamed 50' rightof-way public road; Thence, crossing said road, N 63'15'50' W - 59.59, to a point, being the Southeast comer of lot 214 and being In the Northern rightof-way line of an unnamed 50' rightof-way public road; Thence N 31133'52' W - 136.32' to a point being the North corner of lot 214 of Sunset Park — Sectl Part 2 (PB. 44 PG. 41, Cumberland County Registry)on 3; Thence S 71'48'04' E - 240.49' to a point, being the Southeast corner of Tract 2 of K&G Dev., LLC property (DB. 6956 PG. 173) Thence; with K&Gs Eastern line, N 07*2920" E - 531.08' to a. comer (DB. 6723 PG. 327) point being the Sanders Southwest Thence, with Sanders Southern line, S 82'21'03' E-1109.20' to a point Thence, leaving Sanders line, with a new line crossing the tract of which this is a part (DB. 2234 PG. 419, Cumberland County Registry) S 07'12'05' W-1214.68' to a point, Thence N 82"57'18' W - 761.85' to a point, being the Western comer of Laphams tract (DB. 2800 PG. 83, Cumberland County Registry) and a Nortl a stem corner of lot 27 of Lake Rim North Addition — Phase 2 (PB. 113 PG. 97, Cumberland County Registry) Thence, with the common line of Lake Rim North Addition — Phase 2 (PB. 113 PG.97, Cumberland County Registry) and the tract of which this is a part (DB. 2234 PG: 419, Cumberland County Registry) N 53°19'30' W-101.46' to a point, being the Northern corner of lot 28 of Lake Rim North Addition has 21 Thence, with the North line of lot 28 of Lake Rim North Addition — Phase 2, S 60'04'10' W-162.80, to a point in the Northeastern rightof-way line of Layton Drive (a 50' rightof-way public road); Thence, with the right-of-way of Layton Drive, N 29655'52' W . 75.00' to a point; Thence, with a curve to the right a distance of 39.27' on a radius of 25.00' (said line being subtended by a chord line of N 16'04'08"E — 35.36): Thence: N 60'04'08' E - 75.00' to tha place and point of Beginning. Containing 1,356,322 SF or 31.14 Acres more or less. Property his subject to all easements and restrictions of record including a LaGrange Waterworks well site (DB. 4107 PG. 401, Cumberland County Registry) that reverts back to owner after abandonment. awal". VOOJJO Date Filed: 8/26/2003 8:22:00 AM Elaine F. Marshall North Carolina Secretary of State C200323700105 ARTICLES OF ORGANIZATION Ws K & G DEVELOPERS, LLC Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned do hereby submit these Articles of Organization for the purpose of forming a limited liability company. ARTICLE I NAME The name of the limited liability company is K & G Developers, LLC. ARTICLE 1I ORGANIZERS The name and address of each person executing these Articles of Organization are as follows: Harold J. Kidd Joseph H. Gillis Organizer and Member Organizer and Member 502 Raven Place Fayetteville, NC 28314 8623 Galatia Church Road Fayetteville, NC 28304 ARTICLE III REGISTERED OFFICE AND AGENT The street address, mailing address and county of the initial registered office of the limited liability company are 502 Raven Place, Fayetteville, Cumberland County, North Carolina 28314, The name of the initial registered agent of the limited liability company is Harold J. Kidd. ARTICLE IV PRINCIPAL OFFICE The street address, mailing address and county of the principal office of the limited liability company are 502 Raven Place, Fayetteville, Cumberland County, North Carolina 28314. Page 1 of 2 .. � ,,. <,. „ � •. *'. "." '�� ,. , ,. �:. �• r�, ARTICLE V MANAGEMENT OF COMPANY Check one of the following: _X_ (i) Member -managed LLC: all members by virtue of their status as members shall be managers of this limited liability company. (ii) Manager -managed LLC: except as provided by N.C.G.S. §57C-3-20(a), the members of this limited liability company shall not be managers by virtue of their status as members. ARTICLE VI EFFECTIVE DATE These Articles will be effective upon filing with the office of the Secretary of State. This the 22nd day of August, 2003. (CA v'I [SEAL] HAROLD J. KID Organizer and Member Wf 1A [SEAL] EPA . GILLIS Organizer and Member F:\WbliclDwu tsV.imited_Liabiliry_C=MieAK k G De elopem LLC.wicla.mg.wpd Page 2 of 2 r Am.. I CLIFDALE QUADRANGLE hI UNITED STATES UNITED STATES NORTH CAROLINA DEPARTMENT OF THE INTERIOR DEPARTMENT OF THE ARnv za nlxurE SERIES fl'OPCCRAPN¢I 1 GEOLOGICAL SURVEY CORPS OF ENGINEERS s vm w ,„n®rtn W1Ouro. u. • w. xu _ ' Y n�\A AMP`Mnn E�9wrry I Fd��x Pef�dTuti�N Y�Orn'q Ir Mvk rtbT.'INrcOwNux�In.m Si ramsm.�maaxa » uemnvN w� .. rCLIFDALE N.G xm-MnW IJx� IMA Gooden & Associates, Inc Surveying, Planning, Mapping STORMWATER NARRATIVE LAKE RIM NORTH FAYETTEVILLE, NC 1745 Cypress Lakes Rd Hope Mills, NC 28348 Phone: 910-223-7766 FAX: 910-223-7788 April 27, 2011 Currently, this site contains no impervious area. The timber was harvested several years ago and the site is now grassy meadow. There is a swale running through the property from west to east and flows into Bones Creek. This swale is designated as a blue -line stream. The site contains wetlands along the swale and along Bones Creek. Some of this site is undevelopable resulting in a total built -upon -area of 20%. However, runoff in only the developed area will be captured. The impervious area will be 42% of the total drainage area. Runoff will be diverted to streets where it will be collected in a network of catch basins and piped to a permanent wet detention basin. N SEAL L-4905 ohn !i/�wc� Digitally signed by John E. Prevette III, P.LS. Date: 2011.05.03 09:34:17-04'00' 1 Inc745 Cypress Lakes Rd ���r�1pe Mills, NC 28348 Gooden & Associates Inc i Surveying, Planning, Mapping ' Phone: FAX: 910-223-7788 jDrevctten,goodensurveying.com May 3, 2011 Mr. Brian Lowther NC DENR - Division of Water Quality Stormwater Permitting Unit Post -Construction Application 1617 Mail Service Center Raleigh, NC 27699-1617 RE: LAKE RIM NORTH POST CONSTRUCTION STORMWATER PERMIT Mr. Lowther, Please find enclosed two sets of plans for subject project, the permit application, supplemental documentation, and check for $505. Please let me know if you have any questions or concerns Sincerely, ,1~F/,, John E. Prevette, Ill, P.L.S. enclosures High Density Residential Subdivisions Deed Restrictions & Protective Covenances In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations, deed restrictions and protective covenants are required for High Density Residential Subdivisions where lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon" area consistent with the design criteria used to size the stormwater control facility. I, rl(1 r�,r� �y i A ci , acknowledge, affirm and agree by my signature below, that I will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot: The following covenants are intended to ensure ongoing compliance with State Stormwater Management Permit Number , as issued by the Division of Water Quality under the Stormwater Management Regulations. 2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to maintain compliance with the stormwater management permit. 3. These covenants are to run with the land and be binding on all persons and parties claiming under them. 4. The covenants pertaining to stormwater may not be altered or rescinded without the express written consent of the State of North Carolina, Division of Water Quality. 5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence of the Division of Water Quality. 6. The maximum allowable built -upon area per lot is d 700 square feet. This allotted amount includes any built -upon area constructed within the lot property boundaries, and that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does not include raised, open wood decking, or the water surface of swimming pools. 7. Each lot will maintain a 30 foot wide vegetated buffer between all impervious areas and surface waters. 8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be accomplished through a variety of means including roof drain gutters which drain to the street, grading the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them into a component of the stormwater collection system. Lots that will naturally drain into the system are not required to provide these additional rpeasures. Signature. ls/ Date: L1� �lo�i— I, h of u i%1 C r 00 v e t— a Notary Public in the State of Y 0(_-'0l 00rol k�a County of l:iWv�10eAcLtA j , do hereby certify that Hc-, f nk rA Vh� j of personally appeared before me this the Lo day of A Dr t 20 11 , and acknowledge the due execution of the foregoing instrument. Witness my hand and official seal, J t r} r "y. Signature 5hr; m C3'� oar My Commission expires O debt r- -7 UI K Form DRPC-3 Rev.2 05Nov2009 Page 1 of t SEAL \\\\\\\\ a iG R O CL�oiian'ry�..OG/',� OTAR �` a y N Y <. PuBuc ; CARO�\����\` ��rrurrnnnnOP�� ar NCDEE R North Carolina Department of Environment and Natural Resources Beverly Eaves Perdue Governor Mr. John E. Prevette, III, PLS Gooden & Associates, Inc. 1745 Cypress Lakes Rd Rope Mills, NC 28348 Dear Mr. Prevette: Division of Water Quality Coleen H. Sullins Director May 24, 2011 Subject: Request for Additional Information Stormwater Project No. SW6110502 K & G Developers, LLC Lake Rim North Cumberland County Dee Freeman Secretary The Division of Water Quality Central Office received a Stormwater Management Permit Application for the subject project on May 18, 2011. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: I., Please make sure to include Part III: Required Items Checklist of the Wet Detention Basin Supplement Form. Some items are missing and need to be included with the resubmittal. 2.: Plan sheets need to clearly show proposed contours and final grade. 3. The supplement indicates a vegetated filter strip is provided at the discharge. All vegetated filter strips must be designed with a level spreader. Please see Chapter 8 - Level Spreader & Veg. Filter Strip in the BMP manual for more information. Instead of a filter strip the pond maybe designed for 90% TSS removal. 4. The PPE on the wet detention basin cross section says 165 but should be 159.5 based on the supplement form. Please revise this number on your resubmittal. 5. 1 A drainage area map was provided but the drainage areas do not correlate with the contours shown on the plans. Please make sure to show final grade. 6.. Please show contours and grading necessary for all swales on the plans. 7. The plans show 30' setbacks for the surface waters but please make sure they are clearly labeled. Please show the rip -rap lined weir for the forebay on the plan view detail for the wet detention basin. 9. '1he total drainage area and existing BUA were changed from the first submittal. Does this now include the entire drainage area to the BMP as well as all the BUA? Please clarify why the numbers were different. Wetlands and Stonwaler Branch t� One,, 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 No/hCttrollna Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 I." coo awo � fE//NA�II/ Mr. John E. Prevette, III, PLS SW6110502 — Lake Rim North May 24, 2011 Please note that this request for additional information is in response to a preliminary review. The requested information should be received by this Office prior to June 13, 2011, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit. Please reference the State assigned project number on all correspondence. If you have any questions concerning this matter please feel free to call me, at (919) 807-6368. Sincerely, Brian Lowther Environmental Engineer cc: Fayetteville Regional Office SW6110502 File 1745 Cypress Lakes Rd Gooden &Associates, Inc Hope Mills, NC 28348 -7766 Phone: 9 Surveying, Planning, Mapping FAX: 910-223-7788 i prevette(a.goodensurvcying.com May 31, 2011 Mr. Brian Lowther NC DENR - Division of Water Quality Stormwater Permitting Unit Post -Construction Application 1617 Mail Service Center Raleigh, NC 27699-1617 RE: LAKE RIM NORTH PROJECT No.SW6110502 Brian, We revised three of the plan sheets and have attached two copies of each. I have also attached the supplement form for the level spreader, a photo of the existing wooded area which will be used as the vegetated strip, and the checklist for the wet detention pond. Regards, �/� //isxs" John E. Prevette, Ill, P.L.S. enclosures 1745 Cypress Lakes Rd Inc Gooden &Associates, Hope : 9s, NC 28348 -7766 -� Phone: 910-223-7788 Surveying, Planning Mapping FAX: 910-223-77RR prevette(a coden... n—Ang.com June 2, 2011 Mr. Brian Lowther NC DENR - Division of Water Quality Stormwater Permitting Unit Post -Construction Application 1617 Mail Service Center Raleigh, NC 27699-1617 RE: LAKE RIM NORTH PROJECT No.SW6110502 REVIEW LETTER DATED JUNE 1, 2011 Brian, We have addressed the comments on your last review letter. 1. An additional riser has been added to divert a total of 1.9 cis to the level spreader. 2. The checklist has been revised to show the correct sheet number. 3. Topo lines have are now shown down -slope of the level spreader. 4. The right-angle contours within the pond have been rounded to show a more realistic grading plan. 5. The outlet structures have been moved to the south side of the pond to increase the flow path. The flow path distance is now approximately 240 feet. 6. Site topography and wetlands limit the available area for a wet detention basin. Decreasing the average depth to 7.5 feet would require an increase in surface area. Unfortunately, there is no room to expand the pond to the required surface area. 7. The top of the pond has been raised. It is now 1 foot above the 100-yr 24-hr max stage. B. The velocity dissipater detail has been revised to clarify that velocities will be non -erosive. I have attached two copies of the revised detail sheet, the revised supplement form, and the revised calculations showing the new pond top elevation.Please let me know if you need any further information. Regards /,- ohn E. Prevette,111, P.L.S. attachments FMA A >r NC®ENR North Carolina Department of Environment and Beverly Eaves Perdue Governor Mr. John E. Prevette, III, PLS Gooden & Associates, Inc. 1745 Cypress Lakes Rd Hope Mills, NC 28348 Dear Mr. Prevette: Division of Water Quality Coleen H. Sullins Director May 24, 2011 Natural Resources Subject: Request for Additional Information Stormwater Project No. SW6110502 K & G Developers, LLC Lake Rim North Cumberland County Dee Freeman Secretary The Division of Water Quality Central Office received a Stormwater Management Permit Application for the subject project on May 18, 2011. A preliminary review of that information has determined that the application is not complete. The following information is needed to continue the stormwater review: 1. Please make sure to include Part III: Required Items Checklist of the Wet Detention Basin Supplement Form. Some items are missing and need to be included with the resubmittal. 2. Plan sheets need to clearly show proposed contours and final grade. 3. The supplement indicates a vegetated filter strip is provided at the discharge. All vegetated filter strips must be designed with a level spreader. Please see Chapter 8 - Level Spreader & Veg. Filter Strip in the BMP manual for more information. Instead of a filter strip the pond maybe designed for 90% TSS removal. 4. The PPE on the wet detention basin cross section says 165 but should be 159.5 based on the supplement form. Please revise this number on your resubmitted. _5_A drainage area map was -provided but the drainage areas do not correlate with the contours shown on the plans. Please make sure to show final grade. 6. Please show contours and grading necessary for all Swedes on the plans. 7. The plans show 30' setbacks for the surface waters but please make sure they are clearly labeled. 8. Please show the rip -rap lined weir for the forebay on the plan view detail for the wet detention basin. 9. The total drainage area and existing BUA were changed from the first submittal. Does this now include the entire drainage area to the BMP as well as all the BUA? Please clarify why the numbers were different. Wetlands and Stormwater Branch 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-64941 Customer Service: 1-877-623-6748 Internet: www.ncivaterquaLty.org An Equal Opportunity 1 Affirmative Action Employer NorthCarolina ;Vatuirally. Mr. John E. Prevette, III, PLS S W6110502 — Lake Rim North May 24, 2011 Please note that this request for additional information is in response to a preliminary review. The. requested information should be received by this Office prior to June 13, 2011, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit. Please reference the State assigned project number on all correspondence. If you have any questions concerning this niatter please feel free to call me. at (919) 807-6368. Sincerely, Brian Lowther Environmental Engineer cc: Fayetteville Regional Office SW6110502 File �/� �,(3 / FrC ? s.�s lGi e sG-�U 4 ls9;S North Carolina Beverly Eaves Perdue Governor Mr. John E. Prevette, III, PLS Gooden & Associates, Inc. 1745 Cypress Lakes Rd Hope Mills, NC 28348 Dear Mr. Prevette: MA A11119=1 NC®EN®R Department of Envir6nment and Natural Resources Division of Water Quality Coleen H. Sullins Director June 1, 2011 Subject: Request for Additional Information Stormwater Project No. SW6110502 K & G Developers, LLC Lake Rim North Cumberland County Dee Freeman Secretary The Division of Water Quality Central Office received the additional information requested to complete the Stormwater Management Permit Application for the subject project on May 31, 2011. A preliminary review of that information has determined that the application is still not complete. The following information is needed to continue the stormwater review: 1. The current level spreader design has a peak flow of 0.5 cfs directed to the Level Spreader - Vegetated Filter Strip (LS-VFS). However, the flow should be 2 cfs since the 10 year storm is over 2 cfs for the BMP and a wooded buffer is proposed. 2. On the LS-VFS supplement form, the plan sheet indicated for most items is Sheet C26. However, the one provided is actually C25. Please revise. 3. Please show one foot topo lines between the level spreader lip and the top of the stream bank. 4. Please show contours and final grading for the wet detention that are more realistic of actual final grade in order to make sure final volumes will be accurate (sharp right angles are not usually used for grading wet detention basins). 5. Based on the current design, short-circuiting of the stormwater would occur. This is prevented by making sure the length of the flowpath to width ratio is at least 3:1. Please revise the design to provide the recommended 3:1 ratio. 6. The average depth for the pond is 8.5 ft. Very deep wet detention basins can become thermally stratified and/or anoxic and release pollutants back into the water. An average pool depth of 3 feet to 7.5 feet is recommended as optimal. Please consider revising. 7. One foot of freeboard is required above the max stage. Based on the temporary pool elevation and the emergency spillway elevation, one foot of freeboard may not be provided. Please revise on the resubmittal to make sure one foot is provided. 8. Any discharge to wetlands must be non -erosive. Please show with calculations that the discharge entering to the adjacent wetland is non -erosive (<2 fps). Wetlands and Stormwater Branch 1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919807-63001 FAX: 919807-64941 Customer Service: 1 877-623 6748 Internet: www.ncwaterquality.org An Equal Opportunity 1 Affirmative Action Employer NorthCarolina Aaturdlll,J Mr. John E. Prevette, Ilf, PLS S W61 10502 —Lake Rim North Please note that this request for additional information is in response to a preliminary review. The requested information should be received by this Office prior to June 13, 2011, or the application will be returned as incomplete. The return of a project will necessitate resubmittal of all required items, including the application fee. If you need additional time to submit the information, please mail or fax your request for a time extension to the Division at the address and fax number at the bottom of this letter. The request must indicate the date by which you expect to submit the required information. The Division is allowed 90 days from the receipt of a completed application to issue the permit. Please reference the State assigned project number on all correspondence. If you have any questions concerning this matter please feel free to call me at (919) 807-6368. Sincerely, zo Brian Lowther Environmental Engineer cc: Fayetteville Regional Office SW6110502 File ,� „�- s: i F; 'h ��'�3 �-r a'+��. ti