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Home My WebLink AboutSW6120601_HISTORICAL FILE_20120608STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE DOC DATE CIS," YYYYMMDD C=F1 Kimley-Horn IIIIIIIIIIIIIIIIIINand Associates, Inc. Transmittal 333 Fayetteville Street, Suite 600 Raleigh, North Carolina 27601 TEL 919 835 1494 FAX 919 653 5847 Date: 6/08/12 Job Number: 012332022 Project Name: Fort Bragg— Randolph Pointe Phase I I To: NCDENR-Division of Water Oualitv ATTN: Robert Patterson Stormwater Permitting Unit 512 N Salisbury St., Suite 942 Raleigh, North Carolina 27604 We are sending these by ❑ U.S. Mail ❑ FedEx ® Hand Delivery ❑ Other We are sending you N Attached ❑ Under separate cover via thefollowing items: ❑ Shop drawings N Prints/Plans ❑ Samples ❑ Specifications ❑ Change Orders ® Other NCDENR Stormwater Permit Application Package Conies Date No. Description original copy Randolph Pointe Phase 11 Stormwater Management Permit Application Form original 4 NCDWQ Infiltration and Bioretention Supplement Forms original 4 NCDWQ Infiltration and Bioretention O&M Agreements Check (002121048) for $505 made payable to NCDENR Randolph Pointe Phase II Soils Report Randolph Pointe Phase II Infiltration Boring Report I Correspondence Excluding Project from DWM Site 1 Development Lease Agreement (Deed) 1 Documentation supporting positions held with Bragg-Picerne Partners, LLC 2 sets Randolph Pointe Phase II Permit Set folded to 8.5" x 14" 2 sets Randolph Pointe Phase II Stormwater Analysis These are transmitted as checked below: N For your use ❑ Approved as submitted ❑ Resubmit ❑ Copies for approval ❑ As requested ❑ Approved as noted ® Submit ® Copies for distribution N For review and comment ❑ Returned for corrections ❑ Return ❑ Corrected prints Remarks: if you have any questions or comments, please feel free to contact me directly at (919)653-2990. Copy to: Ron Phillips (PDF to FTP); File Signed: John D. Kuzenski, P.E. ECS C'ARoUNAS,,'LLP: ..,:66ote,c.h.riical;C,on.s.tructibn:M prials-411 Mt.,Adam Mdd6n'. icerne Military.Ao6sing: 90 3AfrrPis6;d_6re4, Fort Bragg,.North CdFolina.28307, RE:`Fepocko# Infiltration Testing . Rando1ph0oin'tb.ApArtm6hts Phas6.11 First Stre et' 'Fort Bragg,; North CaTolina ECS Project A umber 33:1923 Dear Mr-!'Mass66:' "'Settih :the Stan dard,for,Servic Ti,ental: iI:'.FaP1i1lit.i6.s. NC R,ek!te EngIr,6!ring Flrm F-1073 SC Raglttarad.EnoineeriN I Flrm'3219 M&6h 19',,'2012 ECS Carolinas, �LL . (ECS) "recently c6hd6d6d,ineiltri't'ion,testing "for'ih6 proposed BM P,sat "the I & east of *i��i�"Streets, oh the ir&t,,Bragg� Randolph '"'P '.intAOartmehts!Pha�ed1. The-.sitelisi orate . . , 9 .1. J,.. ' — 1.,11 ,Mijit�3.ry.Rbt"er,vation"in',Foo".Brz!gg,:North .C6rolina,,, The purpose of, this exploration Jstbe obtain subsurface: in ormeitiod of ,the :in -place. soils for the proposed BMP. s. rThis lettdir,.,with -attar the,re Port df,'Ourtesting. 'FiMdlestjnj, On Mlaech,6 d1rid'I'; �,,dbndubted,ah.eip . ld(M . 6h ofte subsurface s ' bi'l;and. grouridIi4ater, conditions : at ,the, proposed. BMRareas � by a6aricing hand' auger borings 66d., a,166(� pit iht6ftlib, T existing . ground The approximate 'd' b d test .i'o,'it'llb"ca'tions-.ere '�'shown �e� hand' auger qrjqg,an ,Pldh!L subsurface 'th" -Nind ,6h 6.6'"alAkfidd Test Lodati66.. .(Fi�gdrdl.). 'The_-'soils'encount6e6d in . e:. ,auger borings Band pit Were, ivisually, c classified, in the fWd. :ECS e also record6d the- ground water . 1. 1 11 - . .. . ' 1 - - h":auger ', - i)o 'In' n g s a L �ate_ r1a b 16 ." _ �., (SHWT),observed in -ifie ithe time:drilling'.. and: h t qn at t. e'test�pi The.aftache'dI lhfi1tr6ti6h`Tdstih' �F_ ormprovii es.a,summ,-: !of tke�subsurface:condittons encountered -at the�hand auger boring locations an Jest pit The groundwater level and' SHWT below,!existi!jg. grade, elevation, were estimated ate the -,boring ,and Wkest pit locations: The<findings are listed. below: Location Groundwater. Levieil 14 Greater -than 132 i fichds 60%inches 1-2 Greateriha'n 70Ahches 661n6fies 1-3 Greater.thah 72�inch6§ inches .1-4 'Greater`than 80'ih-ches- 36'in'ches 1-5 Greater than 72,J'nches .'42.,ihchOs 17.6 Gi&at&',th'aN 70'i6,6h&s ..6.0 inchd§ 1-7 Greater than 801rich.es 55inches 726 Ramsey Street, Suite 3, Fayetteville; NC 28301 T: 910-401-3288 i F-",010-323-0539 .. www.ecs'limited.com ECS . �Carolinas, LLP:- EC&F1or1da,:LLC ECS Midwest . LLC - ECS MidAtlantiG,ILLC ECS Southeast,.LLC .. ECS TeXas, LLP Report of Infiltration jesting Randolph Pointe. Apartments Phase 2. Fort Bragg, North Carolina ECS Project Nuniberr.33.1923 March 19, 2012 ECS reviewed the,Report of Subsurface Exploration,and Geotechnical' EvMbation,for the:Senior Unaccompanied Housing, Fort Bragg, North Carolina prepared by Building and Earth, dated Aptil '16,2007. The subsurface conditionsrat the site were explored on February 26,`27, and 28, 2007 through the completion of twenty-two.soil"test . borings (B-1, through B'=22). The soil test borings: were advanced to depths ranging from 10 :to 30� feet below the existing site grades. Groundwater wasobserved in boring 8=17 at a depth of 21 feet below the, ground surface shortly after the completion of�drilling operations: This boring was rechecked after 24-hours and the stabilized groundwater level was observed at 20 feet below the ground surface. Isolated pockets of groundwater were observed in borings B=5 and B-8 at:a depth of '1.4 feet below the ground surface during drilling operations. These two borings were rechecked, after 24-hours and'found to be dry above. the -cave-in depths of 17-% 'and 18 feet. Based on the Building and Earth report, it° is our opinion, that the SHWT observed during our March 6 and 7., 2012 exploration is due to_ perch water and the historical SHWT at -the site exists at greater depths below the ground surface_ Perched groundwater conditions would be expected. at. this site when absorbed surface: water becomes trapped in the silty sand surface soils overlying firmer clayey sand and sandy clay soils ECS•also conducted infiltration tests utilizing a.conipact head permearrleter hear the hand auger borings -and at the bottom of the test pit to estimate the infiltration rate fothe subsurface soils. lnfiltration,tests are typically conducted at two feet above the SHWT. If_ rthe SHWT;is less than three feet, the tests are conducted at ten inches below the surface elevation. Infiltration tests were also conducted at the proposed bottom of'the BMP's. Field Test Results A summary of the infiltration tests are listed below. At Two Feet Above SHWT Location Description Depth inches/hour - 1-2 Tan Fine to Medium SAND 48 inches 7.7 1-3 Tan Orange Clayey SAND 18 inches 0.03 1-4 Tan Fine -SAND with Clay 12 inches 0.03. 1-5 Tan Fine SAND 18 inches 2.8 1-6 'Orange Tan CLAY with Sand 36 inches 0.01 1-7 Tan Orange Gray Clayey SAND (Fill) 31 inches 0.06 Report of Infiltration Testing Randolph Pointe Apartments Phase 2 Fort Bragg, North Carolina ECs Project Number 33:1923 March 19; 2012 At Bottom =of tlie: Prdobsed BMP' Location Description ,Depth inches/hour 1-1 Red Brown Clayey SAND 132 inches 0.36 1-2 Tan Fine to Medium SAND 48 inches 7.7 1-3 Tan Orange Red Clayey SAND 72 inches 0.002 1=4 Tan Orange Sandy CLAY 60 inches 0.0001 1=5 Tan orange Sartdy CLAY 72 inches 0:001 1-6 Orange Red Clayey SAND 48 inches 0.4 I-7 Tan Fine SAND 48 inches 5.4 Infiltration rates and SHWT may vary within the proposed site due to changes in elevation and subsurface conditions. Closure The activities and evaluative approaches used `in this assessment are consistent with those normally employed in assessments of,this type. ',ECS's testing of the site conditions have been based on our understanding of the pe6ibct information and the. data obtained during our field activities. ECS�appreciates the opportunity to provide our services'to you on:this project. Should .you have any questions or if we .could be of further assistance, please.�do not hesitate to contact us at (910) 401-3288. Respectfully Submitted, ECS CAROLINAS Firm License No. Fes' // ,e,4 Thomas B. Baird, F Senior Geotechni6 NC PE License No. V I U.C.-, 7W l z_ Attachments: Figure 1 - Test Location Plan Infiltration Testing Form Miguel Santiago, P.E. Vice President / Branch Manager NC PE License No. 033082 Li 1-21, —1 RCI FAMILY' FORT BRAGG H F6AOUSTING a R AG (L NO, u IF— —51 A Lq F vf -&S � k- -7, T a� -T L co CA-r PLAPA9b A.- K4 c:�r�7r- L4 GC f2Rg5j e:j:t.-T- o4c). 3'5; 1-9 2:5 46 A AJ FPRELIVINARY D0,10' USE -FOR MM APARTMENTS PKAU 1. 1ORT BRAG NO UTA-17, PLAN W% VVL DRAWINaS "1110 Infiltration Testing Form Randolph Pointe Apartments Phase II Fort Bragg, North Carolina ECS Project No. 33:1923: March to -,and. 7, 2012 Location Depth 1-1 0-6'' (Test Pit) 6"=60" 60"-132" Soil Description Gray `Silty SAND Brown Tan Fine SAND Red Brown Clayey SAND Seasonal High Water Table was estimated to be at:60.0 inches. below the existing grade elevation. Infiltration Rate: 0.36 inches per hour Test was conducted at 132.0 inches below existing grade elevation Groundwater"> 132.0 inches below existing grade elevation: Location Depth Soil Description 1-2 0-6" Gray Silty SAND 611W14" Brown Orange Red Fine SAND (Fill) 14"-24" Gray Fine SAND with Silt 24"-6613 Tan Fine to Medium SAND 66"-701) Red Brown Clayey SAND Boring Cave-in at 70.0 inches Seasonal High Water Table was estimated to be at 66.0 inches below the existing grade elevation. Infiltration Rate: 7.7 inches per hour Test was conducted at 48.0 inches below existing grade elevation Groundwater > 70.0 inches below,existing grade elevation Infiltration Testing Form Randolph Pointe Apartments. Phase II Fort Bragg, North Carolina ECS Project No. 33:1923 March 6 and 7, 201.12 Location Depth Soil 'Description 1-3, 04.0" Gray Silty SAND 10"-16! Tan nine.SAND with Clay 16"-28" Tan Orange Clayey:ZAND 28"42" Tan Fine SAND 42"'-72" Tan Orange Red Clayey SAND Boring Cave-in at 72.0 inches Seasonal High Water Table,was estimated to be at 42.0 inches below the existing grade elevation. Infiltration Rate: 0:03 inches. per hour Test was conducted at 18.0 inches below existing grade elevation Infiltration Rate: 0002 inches per hour Test wa&conducted at 72.0 inches below.existing grade elevation Groundwater,> 72.0'inches below existing grade elevation Location Depth Soil Description 1-4 0-101, Gray Silty SAND 10 -20" Tari 'Fine SAND with Clay 20"=80 Tan Orange Sandy .CLAY Boring Cave-in at 800 inches Seasonal High Water Table was estimated to be at 36.0 inches below the existing grade elevation. Infiltration Rate: 0.03 inches per hour Test was conducted at 12.0 inches below existing grade elevation Infiltration Rate: 0.0001. inches per hour Test was conducted at 60.0 inches below existing grade -elevation Groundwater > 80.0 inches below existing grade elevation. F Infiltration Testing Form Randolph Pointe Apartments Phase II Fort Bragg, North Carolina ECS Project. No. 33:1, 923 March 6 and 7, 2012 Location Depth, Soil Description 1-5 0-6" Tan SAND,with Clay (Fill) 6"-24" Tan Fine SAND 24"-72" Tan Orange -Sandy- CLAY Boring Cave-in at 72.0 inches Seasonal High Water Table was estimated to be at 42.0 inches below the existing grade elevation. Infiltration Rate: 2.80 inches per hour Test was conducted. at 18:0 inches below existing grade elevation Infiltration Rate: 0.001 inches per hour Test was conducted at 72.0 inches below existing grade eleiation Ground.water'> 72.0 inches below existing grade elevation Location Depth Soil Description 1-6 04) Red Orange Gray Silty SAND (Fill) 61-24" Tan Fine SAND ,24" -42 Orange Tan CLAY with Sand. .42"-70" Orange .Red Clayey SAND Boring Cave-in at 70.0 inches Seasonal High Water Table was estimated'to be at 60.0.inches below the existing grade elevation. Infiltration Rate: 0.01 inches per. hour Test was conducted at 36.0 inches below existing grade elevation Infiltration Rate: 0.40 inches ppr hour Test was conducted at 48.0 inches below existing grade elevation Groundwater > 70.0 inches below existing grade elevation Infiltration Testing Form Randolph Pointe Apartments Phase.11 Fort Bragg, North Carolina ECS Project No. 33:1'923 March 6,:and 7, 2012 Location Doh Soil Description I-7 0-6" Black Silty SAND 6"-40" Tan Orange Gray Clayey SAND (Fill) 40"-55" Tan Fine SAND 55"=80" Orange Tan Sandy CLAY Boring Cave-in at 80.0 inches Seasonal. High Water Table was estimated to be at 55.0 inches below the existing grade elevation. Infiltration Rater 0.0& inches per hour Test. was conducted at'.31.0 inches below existing grade elevation Infiltration Rate: 5.4. inches per hour Test was conducted atA8..0 inches below existing grade elevation Groundwater > 80.0 inches below'existing grae elevation I From: Patterson, Robert[mailto:robert.patterson@ncdenr.gov], Sent: Monday, June 04, 2012 9:32 AM To: Kuzenski, John Subject: RE: Randolph Pointe Phase II Apartments Fort Bragg, NC John, This will suffice. Just include a copy of it with your application. Thanks. Robert D. Patterson, PE Enviraunental Engineer NCDENR I DWQ 1 Stonnwater Perniitting 1617 Mail Service Center. Raleigh, NC 27699-1617 Mail 1 512 N. Salisbury St, 911, Floor, Raleigh, NC 27604 Location & Parcels (919) 807-6375 Phone J (919) 807-6494 Fax I Robert. Patterson(&nedenr ov Email I httt)://portaLncclenr.orp-/web/wci/ws/su Website ,A Before printing this cmail, please consider your hudget caul the environment. E-mail correspondence to and from this address may be subject to the North Carolina Public Records law and may be disclosed to third parties unless the content is exempt by statute or other regulation. From: John.Kuzenski(&kimley-horn.com Imailto:John.KuzenskiC&. kimley-horn.com] Sent: Monday, June 04, 2012 9:07 AM To: Patterson, Robert Subject: FW: Randolph Pointe Phase II Apartments Fort Bragg, NC Robert, We met a few weeks ago regarding the subject project. As requested, we coordinated with Marti Morgan to ensure there are no issues with this site related to DWM regulated sites or features. Please let us know if this email correspondence between Ms. Morgan and our owner's representative is sufficient. We plan and submitting for the stormwater permit within the next two weeks. Thanks, John Kuzenski, P.E. Kimley-Horn & Associates, Inc. 333 Fayetteville Street Suite 600 Raleigh, NC 27601 Main: 919-835-1494 Direct: 919-653-2990 Fax: 919-653-5847 From: Adam S. Mason fmailto:amason(@picernemh.com] Sent: Monday, May 14, 2012 4:31 PM To: Kuzenski, John h Cc: Michael Melia Subject: FW: Randolph Pointe Phase II Apartments Fort Bragg, NC John, Let me know if the email notification below is sufficient to proceed with design and permitting as discussed. Thanks, Adam Mason From: Morgan, Martha[mailto:martha.morgan@ncdenr.yovI Sent: Monday, May 14, 2012 3:25 PM To: Adam S. Mason Cc: Michael Melia Subject: RE. Randolph Pointe Phase II Apartments Fort Bragg, NC Hey there, I just heard back from one of the people I work with in DPW and there should be no issues with the proposed plans for this project. Thanks, Marti Morgan From: Adam S. Mason [mailto:amason@picernemh.com] Sent: Friday, May 11, 2012 11:25 AM To: Morgan, Martha Cc: Michael Melia Subject: Randolph Pointe Phase II Apartments Fort Bragg, NC Mrs. Morgan, Please find attached letter and plans for review of the above subject planned construction project. Thank You, Adam Mason Field Engineer -Land Development Picerne Military Housing 903 Armistead Street Fort Bragg, NC 28307 Office: 910-764-4508 Cell: (910) 551-4496 Email: amason@gicernemh.com Application Completeness Review G'First Submittal ❑ Re -submittal Date Received: SYL Date Reviewed: u f2 By DevelopmenvProject Name: o T G - o Receiving stream name _ LA.:[ Y• YokA,& z-�_ classification: C _ For post -construction requirements, a program will be deemed compliant for the areas.where it is implementing any of the following programs: WS-1, WS-II, WS-III, WS-IV, HQW, 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 4011404 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): Latitude and Longitude: -4 5-°b1f ' zo'A,1 fig` 5S `/s�"t✓ Jurisdiction _ S rtT�, _ Project Address: GZSGavv4sZ Engineer name and firm: r orb o#fo✓ 'P- � IcLi sicl AtP ❑ Low Density (no curb and gutter) ❑ Low Density.with curb and gutter outlets 15 High Density ❑ Other ❑ 401/404 impacts to surface waters, wetlands, and buffers (add language to cover letter and/or addinfo letter) BUA -- ii- Check for $505.00 included m' Original signature (not photocopy) on application' 2-- Legal signature (Corporation-VP/higher, Partnership -General Partnerlhigher t_C-memberlmanager Agent). Check spelling, capitalization, punctuation: http://www.secretary.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. lk For subdivided projects, a signed and notarized deed restriction statement Sealed, signed & dated calculations a/Correct supplement and O&M provided for each BMP on site (check all that were provided & number of each) m-'Bioretention 0 Dry Detention Basin v Filter Strip ❑ Grass Swale a"'lnfiltration Basin ❑ Infiltration Trench ❑ Level Spreader ❑ Permeable Pavement ❑ Restored Riparian Buffer ❑ Rooftop Runoff Management ❑ Sand Filter ❑ Stormwater Wetland ❑ Wet Detention Basin ❑ Low Density ❑ Curb Outlet ❑ Off -Site ❑ NCDOT Linear Road 9"' Two sets of sealed, signed & dated layout & finish grading plans with appropriate details rs Narrative Description of stormwater management provided ay"� Soils report provided a - Wetlands delineated or a note on the plans that none exist on site and/or adjacent property a'. Details for the roads, parking area, cul-de-sac radii, sidewalk widths, curb and gutter; tf' Dimensions & slopes provided 5 -' Drainage areas delineated CB -Pervious and impervious reported for each ❑ Areas of high density r- Inspection and maintenance agreements provided m-'�`Application complete ❑ Application Incomplete Returned: (Date) Comments February 9, 2009 Revision ray � ,•; •C ,. , S PICERNE CONSTRUCTIONIFBG, LLC WRITTEN CONSENT OF SOLE MEMBER February 28, 2008 The undersigned, being the sole member representing all of the capital values and the ownership interests of Picerne ConstructionlFBG, LLC, a Delaware limited liability company (the "Company°), hereby consents and agrees to the following actions: VOTED: That Ron Phillips is hereby elected to the office of Vice President, to serve until his respective successor'is elected and qualified, or until his earlier death, resignation or removal, as provided in the operating agreement of the Company, This writing shall be filed with the records of,the meetings of the Company and shall for all purposes be treated as action taken and votes adopted at a meeting of the Members duly called noticed and held. PICERNE MILITARY HOUSING, LLC, ohn G. Piceme, President I BRAGGY=PICERNETPARTNERS, LLC WR177EN CONSENT:.QF SOLE MEM kR January 31,, 210b..7� The, uhdersigried', Ue,lri6 the'sole rrieirbi; r-representing alt of'tlle,�Capital values; and We :ownership -interests, of 13ragg.=Ptcerne 'Partners, t LC, a Delawae& limited liability.: coriipany: (the' ''Go�__mpanny")., hereby 'consents and agrees to the `following' actions; VO� TGD: , That We following ;persons are: elected: to thae offices designated, to serve : Until' ;their mspective . ucceSSOrs are. ereotbd and giialified"'or until'their earller'death : resignation or removal; as'provided in `:thee operating' 4greerrrerii, of the Coinparry: John G: Plcerne President David Raze"ri �VicaRresident Michael'DeLaRosa •llice President Kurt:W. Ehlers Vice,.Oresident.& Program Director, Riasim Mold CFO,.7rgasur.er & V.ice'President Janet.Cotantuono Secrela}y This'wdirw shall-..be.filed, with,the!reciards bf the<in66tings aF the Company. arid, shall forall purposes -be treated as actio,h taireri and votes: adopted at a meeting'at the Members' dulycalled, rioliced.and:tietd; PICERNE=MILITARY HOP SING,.LLC John . Picerne, l7msid06t G +nroVt� is.ld�'Cav+�n.Veri LYa��Llrrµ�rWe�.r r�wv.phnrr�.+hM JrfK:ri i.fr�+•t e.,e'