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Home My WebLink About20050540 Ver 1_Complete File_20050330 FAX 9196885646 I Coulter Jewell Thames 141002. 1'1 a !l111'" Q t ') I II', ~ I U 11.1 If) ! . I July 20, 2006 I Ms. Lia Myott 401 Oversight/Express Review Program North Carblina Division of Water Quality 1650 MailiService Center Raleigh. ~C 27899-1650 RE: P~rson County Human Services Facility, Roxboro, NC DWQ Project # EXP 05~0540 I 1\ Ms. Mvott: . I Please find attached a copy of a letter to Ms. Cyndi Karoly dated April 4,2005, which was mailed to the Express Review ProbrraIn. This letter was intended to serve as notice on intent to construct. Please let me kno~v if you need anything additional as notification. Plem;e do not hesitate to give me a call if you have any questions about this project. I i Sincerely. \ . ~I;;;;;ut Steven P. Bailey,'p~ Project Engineer i i l, i i Rop Bryson, New Plan Cc: Ii I ! E N GIN E E Al N G . LAN 0 SUR V E v I N GI . LAN 0 seA PEA R C H IT e C T U R E JUL-20-2006 THU 12:16 TEL: 9197336893 NAME: DWQ-WETLANDS P. 2 ,: ~07/20/2006 1~,:57f~X 91968,85.64.6 .' ..... ,1.. . .. .j '".t. .... . '. . Coulter Jewell Thames .'. ;.-" .. . " .' . i'.'" p919,~62.D3811111111.\;UU .D646 i i . "faflllng fOI' lh\' fulure. April 4, 2005 I Ms. Cyn~i Karoly 401 Oveisight/Express Review Program North C~olina Division of Water Quality 1650 Ma~l Service Center Raleigh, NC 27899-1650 \ i RE: p,erson County Human Services Facility, Roxboro, NC DWQ Project # EXP 05-0540 i I I Ms. Karoly: Ial003 This letter is to serve as notification to the Division of Water Quality Express Review Program that we plan to b~gjn construction of this project. . i Please doinot hesitate to give me a call if)'ou have any questions about this project. I. Sincerely; : Coulter J~well Thames, P A ~..~~ Steven p,llaile;;EV Project Engineer \ Cc; Ron Bryson, New Plan I Brian Maxwell, Michael Hining Architects I;: N GIN E Ii F\ I N G . P L ^ N N I N G _ ~ AND SeA PEA l"I CHI Tee T U R F.: JUL-20-2006 THU 12:16 TEL: 9197336893 NAME: DWQ-WETLANDS P. 3 I , 07/20/2006 13:51 FAX 9196885646 _, . I ! Coulter Jewell Thames 141001 \ coulter Jewell Thames, PA ENGINEERING LAND SURVEYING LANDSCAPE ARCHITECTURE , !, FAX Cover Sheet \ Date: 7/20/2006 # Pages: 3 (including this sheet) I l To: 401. Oversight/Express Review Program IAttn: "[ii""Myott I, - I Fx 919-733-6893 Project: Person Co. Human Services DWQ Proj. # EXP 05-0540 Comment~: I \ i I I! I copIes TO:!. I From: Steven Bailey Roxboro Branch Office \ Princioals \ Daniel A. Jeyv'ell, AS LA, RLA James W. T~ames, PE Eric O. Stae~le, ASLA Andrew M. Oakley, PE Steven P. B~i1ey, PE Jeffrey P. Williams, PLS I Email: sbailey@cjtpa.com Main Office 111 West Main Street Durham, NC 27701 Ph 919-682-0368 Fx 919-688w5646 Engineering Branc~ Office 212 South Lamar Street PO Box 1086 Roxboro, Ne 27573 Ph 336-330w036B Fx 336-599-3019 i JUL-20-2006 THU ;12:15 TEL: 9197336893 NAME: DWQ-WETLANDS P. 1 Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality July 14, 2006 I \ CERTIFIED ~AIL: RETURN RECEIPT REQUESTED New Plan Excel:Realty Attn: Mr. Ronal~ Bryson 3440 Preston Ri~ge Road, Suite 450 Alpharetta, GA 30005 Subject Prope4' Person Connty Hnman Se",k.. Faelllty EXPRESS REV{EW PROGRAM NOTIFICATION : DWQ EXP No. 05-0540 Person County Dear Mr. Bryson; On April 4, 200S( the Division of Water Quality (DWQ) approved your Storm Water M~agement Plan as required for the Person County Human Services Facility. Within the approval letter, there is a condition that reads: I . I Notification of Construction I The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the letterhead address within 10 days of the commencement of construction. I I This is a part oftt1e Express Review Program that is required to ensure compliance during construction and post construction. The~efore, if you have begun construction on your property, you are required to notify this office in writing by July 24,2006. If you do not notify this office in writing and construction has started, you are in violation of the Water Quality Certification Rules as required by ISA NCAC 2H .0507(c). I This letter is to notify you and make you aware of this new condition that has been written into the Water Quality Regulations for pr~jects issued within the Express Review Program. Please call Lia Myott at (919) 733-9502 if you have any questions regarding this matter. I S~. t'~ Cyndi Karoly, 401 OversightlExpress Review Pennitting Unit CBK/lem i cc: Mr. Steven B~iley, Coulter Jewell Thames, 111 W. Main S1., Durham, NC 27701 USACE, Ral~igh Regulatory Field Office DWQ Ralei~ Regional Office File Copy ! Central Files Filename: 050540PersonCoHumServSWMP(person)EXP+NOT N2~Carolina /Vlltllfllllg 401 Oversight / Express Review Permitting Unit 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250; Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893 / Internet: htto://h2o.enr.state.nc.us/newetlands I An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper I I .j r. ..f' I' ........ i i COU terl Jewell I ThameSPA , 111 WE~T MAIN STREET DURHAM. NORTH CAROLINA 27701 I p919.6~2.0368 1919.688.5646 I i PJanlljl,ng for the future II i April 4, 2005 l Ms. Cyndl Karoly 40 1 Over~ight/Express Review Program North Car~lina Division of Water Quality 1650 Mai~ Service Center Raleigh, ~C 27899-1650 RE: P~rson County Human Services Facility, Roxboro, NC DtQ Project # EXP 05-0540 I' Ms. Karolr This letter IS to serve as notification to the Division of Water Quality Express Review Program that we plan to be~in construction of this project. , . Please do riot hesitate to give me a call if you have any questions about this project. I 1 , Sincerely, I Coulter Je'Yell Thames, PA ~'~~IL Steven P. Baile~,-;;YD Project Engineer I Cc: Rod Bryson, New Plan Bri~n Maxwell, Michael Hining Architects I \ o~@~~~~, ~ ~ \ l\).(JO JUl : ~ ~{l.\~~~~'*~. o~~R:~1fI si~"" ~ . 'Nt.~ns/'llW , E N GIN E E R, I N G . P LAN N I N G _ LAN 0 seA PEA R CHI TEe T U R E ,.! l ~:;: .\ 'n '-.j i', l 1 Coulter I Jewell I ThamesPA \ 111 WEST\MAIN STREET DURHAM'I~ORTH CAROLINA 27701 ::~',.':r: ~:': :~' :::'u," I' I' July 20, 2006 ! Ms. Lia M~ott 401 Oversight/Express Review Program North Carqlina Division of Water Quality 1650 Mail ~ervice Center Raleigh, Nt 27899-1650 I, I' I' RE: Pe~son County Human Services Facility, Roxboro, NC D'YQ Project # EXP 05-0540 I i Ms. Myott: I I Please find attached a copy of a letter to Ms. Cyndi Karoly dated April 4, 2005, which was mailed to the ExpresslReview Program. This letter was intended to serve as notice on intent to construct. Please let me know if you need anything additional as notification. I Please do not hesitate to give me a call if you have any questions about this project. ! i Sincerely, i Coulter Jewell Thames, P A ~d:?~..' ~v\rZ ~~'. Steven P. Bailey, PE Project Engiheer i I i I i Cc: Ron Bryson, New Plan &fg@fgUWfg@ JUL 2 1 2006 WJ:Tl ~.~NR -WATER QUALITY ....,~DS AND STORMWATER BRANcH ENGINEERING. LAND SURVEYING 0 LANDSCAPE ARCHITECTURE ! I ' 1 I .. : I " \ Coult~rl Jewell I Thames.A I; 111 WEST MAIN STREET i. DURHAM. NORTH CAROLINA 27701 I. P919.682.0\368 1919.688.5646 p, " ,,," "1 '0' '''" ", ",,". April 4, 2005 I Ms. Cyndi K,aroly 401 Oversigi)t/Express Review Program North Carolipa Division of Water Quality 1650 Mail S~rvice Center Raleigh, NC i27899-1650 RE: persJn County Human Services Facility, Roxboro, NC DWQ Project # EXP 05-0540 Ms. Karoly: This letter is to serve as notification to the Division of Water Quality Express Review Program that we plan to beginlconstruction of this project. l Please do noJ hesitate to give me a call if you have any questions about this pr~ject. Sincerely, I. i Coulter Jewe I Thames, PA $%-r~/~ Steven P. Bai'e~,-;;"D Project Engineer I: Cc: Ron Bryson, New Plan Brianj Maxwell, Michael Hining Architects \...< ',. ',. ~'-' , ENGINE ERI NG.PLAN N ING.LANDSCAPE ARCHITECTURE Aliih I . NCDENR North Carolina Department of Environment and Natural Resources I : Division of Water Quality I; Michael F. Easley, GQvernor William G. Ross, Jr., Secretary Alan W. Klimek, P.E., Director April 4, 2005 DWQ Project # EXP 05-0540 Person County I Ronald Bryson I New Plan Excel Realty Trust Inc. 3440 Presto~ Ridge Road, Suite 450 Alpharetta, 1A 30005 Subject Property: Person County Human Services Facility, Roxboro, NC ! I APPROVAL OF STORM WATER MANAGEMENT PLAN I Dear Mr. Bdson: The Division1 of Water Quality (DWQ) has reviewed the Sto~ Water Management Plan prepared by your engineer, Mr~ Steven Bailey, P.E. of Coulter, Jewell, Thames, FA. This Plan satisfies Condition 6 of the Isolated Wetlands Permit issued on March 15, 2005 (DWQ Proj~ct No. 05-0216) and modified on April I \ 4,2005. I I I The structural storm water practices as approved by this Office as well as drainage patterns must be maintained irt perpetuity. No changes to the structural storm water practices shall be made without written authorization from the Division of Water Quality. The storm water easements shall allow for the ability to maihtain the structures, perform corrective actions as described above and shall provide protection of the structures from potential alternations by future property owners. One of the c~nditions of the Express Review Program is that the applicant and/or authorized agent shall contact the DWQ Express Review Program in writing at the letterhead address within 10 days of the I if . commencement 0 constructIOn. I ! This letter coinpletes the review of the Division of Water Quality under Section 401 of the Clean Water i Cyndi Bell Karoly, Program Manager CBK/cvdw I. 401 Ov.,.site, Express Review Program cc: Andrea Wade, USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office DLR Raleigh Regional Office File Copy Central Files Steve~Bailey; Coulter, Jewell and Thames; 111 West Main Street, Durham, NC 27701 I 401 Wetlands Certification Unit I 1650 Mail Service Center, Raleigh, North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733.6893/lnternet: http://h20.enr.state.nc.us/ncwetlands I I An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper ! N~~hCarolina ;Natufallll I ,I 1 I \ SENDING CONFIRMATION DATE NAME TEL I APR-4-2005 MON 10:34 DWQ-WErrkOS I 9197336893 I I PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 96885646 2/2 APR-04 10:33 00'24" ECM OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... ~@.W.~~~..Q ?: "'l " -.: Mk"~r.EtQ:}ey.CoYCnlOI' Win;.,. ~ Ron }f., Scl#tlIry NonhClrnIktlI)c;prarllMnI of~taJldNllI,,""R_}uNQI AI'lIlW.Dmet..P.E,~ D1vl-'r:m.f#Wu:zQlality Division of Water Qualit)' Department of Environmental and Natural Resources '401 Oversight/Express Permit, Program Development and Transportation Permitting Units Street AddJ'es., MaWng Address: 2321 Crabtree Boulevard. Suile 250 Raleigh. NC 27604-2260 1650 Mail Service Center Raleigh. NC 27699.1650 CoDIad Information: Phone I/; Fax#: 919-733-1786 919-733-6893 '" nO, 442.. $'71 Fax#: "'~. (.~t>.S~ Date: "f Afri/ 20<6 Fax To: Ron &~V\o".- Sievert l J:J Company: Number of pages includlug cover sheet: 2 Notes or special inslructiOWi: ~~-P~~.~. 5I1c~. N1;il)(~]INl ,"''''''h1I/{/ _ijlC....I1;gI1lo~!lSl.InM 'no*" 51'*" c.tIlr."~. ~.Iol1hC6rcim.m~'a50 2321 C11l1)ftoARll~ld,!l1Mlt 2Sl), Ral~.NaIl CIdIl21llCK F~ !ilU.733-1m'FAX919-7336893llrlllmethllD"~'r.""~u.~ n~ II.I~~ .....fQ\lIlC~AIfnlI....Ar;1IoA Em~-SO%Atq'Clt<<1~ ,..CvrIIurntr,.,.. I , SENDING CONFIRMATION i I APR-4-2005 MON 10:32 I DWQ-WETL1\NDS I 9197336813 DATE NAME TEL PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 917704423776 2/2 APR-04 10:31 00'22" ECM OK FIRST PAGE OF RECENT DOCUMENT TRANSMITTED... ~.Q.~.~"l #.l ' f!j' " . is ~" ::; o ... Ml<:nadP,t.&slcy,GoY.:rnot Willi.IlI O.IlOlSJr.. ~eEnnry NordI CwuJtnaDcpw1mcm:ofEm1ronnMftI: 4nd N.turIIl F<llQl.lfQe$ AlonW.IQimck.P.E.'='Ir<::3tJl" Divte.:. ~W~:etQllWy Division of Water Quality Department or Environmental and Natural Re~ources 401 OvcrsightlExpress Permit, Program Development and Transportation Permitting Units SIred Address: 2321 CnIbtIee Boulevard, Suite 250 RaJe;gh, NC 27604-2260 MaIling Address: 1650 Mail SClVice Center Raleigh. NC 27699-1650 Conto.tt lDformalloo: Phone 1/: Fax II: 919-733-1786 919-733-6893 '" nO. #2. !!;77 Fax#: 'WJ. "Re..S'~ Date: 4 Arr~J 2CX6 Fax To: ROfl ~Vl"- S~ve :k-.J Company: Number of pases Includin& ~over sheet: 2. Notes or special instru~doDS: ~'~-f~Cc.~ Sties. J>- .~.J; 4Gl~""&llT'n~u"" 1Estl 'All SeNb C"'.FlIJIl\tl.NoctlC&~12~165(l 23Zl CI'l'ltl'iIN DoIII!Jtttrd. s.....~. RI~; Nortl Cwoh27C04 P~t: ~~~.1>>-17M' FAX9111'~~' lnlem.:t htm-fJhlDnlF .u.~N: 1UIt:~_1~~ A"'!iIfUtlI~"~Ac6crlEn1*rYar-SO%~1","Pt.IC~.... 1 i Michael F. Easley, Govemor William G. Ross Jr., Secretary North Carolina Department of, Environment and Natural Resources Alan W. Klimek, P. E. Director Division of Water Quality Coleen H. Sullins, Deputy Director Division of Water Quality March 31, 2005 I CERTIFIED MAil: RETURN RECEIPT REQUESTED Mr. Steven Bailey \ : Coulter, Jewell, Thames, PA 111 West Main Street ' Durham, NC 27701 DWQ Project No. Exp. 05-0540 Person County Page 1 of 2 Subject Property: Person County Human Services Facility REQUEST FOR MORE INFORMATION-EXPRESS REVIEW PROGRAM Dear Mr. Bailey: On March 30, 2005, the Division of Water Quality (DWQ) received your Express Review Program Stormwater Management Application dated March 29, 2005. The DWQ has determined that your application was incomplete and/or provided inaccurate information as discussed below. The DWQ will require additional information in order to process your application to impact protected wetland, streams and/or buffers on the subject property. Please provide the following information so that we may continue to review your project. . I Additionallnformatio~: 1. Stormwater Management must be provided for the entire site (reference Condition 4, Bullet Point 2 of GC 3402, http://h20.enr.state.:nc.us/ncwetlands/GC3402.pdf). ' 2. Please re-draft the Operation and Maintenance Agreement to include maintenance of all storm water management facilities on the site! . I 1 Please respond within three (3) days of the date of this letter by sending this information to me via e-mail or fax and three follow-up copies (forms and plan sheets) via mail service. The Express Review Program is a process that requires all parties to participate in a timely manner. I Please be aware that:the impacts allowed in your 401 Water Quality Certification are not authorized (at this time) by the DWQiuntil the Stormwater Management Plan has received written approval. Please call Cynthia Van Der Wiele, Ph.D. at (919) 715-3473 if you have any questions regarding or would like to set up a meeting to discuss this matter. \ I ~f~ Cyndi B. Karoly, 401 Oversite/Express Review Unit, DWQ. CBK/cvdw cc: USACE Raleigh Regulatory Field Office DWQ Raleigh Regional Office File Copy I . I Central Files I I North Carolina Division of Water Quality, Wetlands/401 Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address) 2321 Crabtree Blvd., Raleigh; NC 27604-2260 (Location) 919-733-1786 (phone), 919-733.6893 (fax), http://h2o.enr.state.nc.us/ncwetlands/ I I I' I SENDrnG CONFIRMATION \ MAR-31-2005 THU 16:12 Ii DWQ-WETLlWDS I' 9197336893' I I I DATE NAME TEL PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 96885646 2/2 MAR-31 16:11 00'39" ECM OK FIRST PAGE OF RECENT rxx::UMENT TRANSMITTED... MkJR;l r. Balie)'. OwcllJl WIIJJaM(jROSS1r..Socn:ta~ NortII~llM.~ror&lri""'f1ICUt.IldNIIbInIIRq!OWOliII """~~';'':;}1 Division of Water Quality Department of Environmental and Natural Resources 401 OversighUExpress Permit, Program Development and i TransportadoD Permitting Units Streel Addnss. 2321 Cnbtzee Boulevard, Suil<: 250 Raleigh, NC 27604-2260 Mai.lbag Address: )6S0 Mail Service Cooler Raleigh, NC 27699-1650 CODtaclInfo.......tion: Phon. II: 919-733.)786 Fax iI: 919.733-6893 Fall To: ~ ~ \ Company:Lbu.11u / 3 ~ ", Number or pages iucludJng rover sheet: ;z.. M32.~' 3.05/.05 Fall #: Date: Note. or special instnIctlons: ~ -/I..L :;s~~ 6i--a- LIS fflM. (r~ b) V 401 o.l1Igt.~,... Unit 1~ j,4.~ ~~ Cc1'll!l'.f\aIet;h. Nort Cmh 278D-1&o :il321 Cmbl1tll !Soa~&.i_2S0.RalllI9'" NarlhCUorn.27eQ4 ..~ !U9-138-17MIFAXt1"'73S-/lIl!lX1/~tllolllrflh2<>-otr"2II!o"""at.'~~ .&" eaualOppo!tl.rit,tA1lIrmaMACIIon E~...SO%~10%Posl;~PII* 1 ,'I I' I)! Coulte\1 Jewellj Thames_ 111 WEST MAIN STREET I DURHAM. NORTH CAROLINA 27701 i i P919.682,01118 1919.688.5646 I Planning: for the future. I I March 29, 2005 I I Ms. Cynthia yan Der Wiele 401 Oversig~t(Express Review Permitting Unit North Carolina Division of Water Quality 2321 Crabtre~ Blvd., Suite 250 Raleigh, NC ?7604 RE: persJn County Human Services Facility Person County I Ms. Van Der~iele: I Please find attached three complete copies of an Express Review Stormwater Management Plan Application along with a check for the submittal fee of $2,000.00 for the Person County Human Services Facility. I . The Stormwater Plan is required as part of an "APPROVAL ofIsolated Wetlands Permit" by the Division of\\{~ter Quality for the project dated March 15,2005. The project ptoposed to fill a portion of wetlands t9 expand the available parking to meet local requirements. The Stormwater Plan includes an undergrouqd sand filter to treat a portion of an existing parking lot that is larger than the parking addition causirg the wetlands fill. ! I Please do not Jlesitate to give me a call if you have any questions about this project or the application. We look forward to a favorable response. I Sincerely, I Coulter Jewell Thames, PA ~ f~u( Steven P. Bailey,~ Project Engin~er I :&~r:'2~1 Ron B,ryson, New Plan . . /Ji!@ Brian Maxwell, Michael Hining Architects M;..; T .. l/, I ' ~ 0 ?n[J~ (U J./ I v~n.2~}~',: i;/,; i~ ''''DSTOk ..'''C. . . MfV-,Jift, I ,,"'", I EN GIN E E R.I N G. P LAN N I N G. LAN D seA PEAR CHI TEe T U R E I I I f< 05~OSLJO r .~ 'l PAYMENT RECEIVED ,. Cc: II I I i I SAND FILTER OPERATION AND MAINTENANCE AGREEMENT I i The sand filter system is defined as the sand filter structure. I Maintenance activities shall be performed as follows: 1. At least twice pJr year, after a significant runoff producing rainfall event: a. Inspect the s~nd filter to determine if the filter bed is passing the runoff as expected. Maintenance must be perf?rmed when storms of approximately one inch are not passing through the filter within 24 hours. Maintenance for the filter bed will consist of removing the first two or three inches of discolored sand and replacing the new sand. I b. Inspect the sediment chamber for sediment accumulation. The sediment chamber will be pumped and cleaned once sediment has accumulated to a depth of one foot. i 2. Inspect and rep~ir the collection system (Le. catch basins, piping, swales, ribrap, etc.) quarterly to maintain proper tunctioning. : 3. Check and clea1 ~he overflow weir of any obstructions after all significant runoff producing rainfall events. 4. All components of the sand filter system shall be maintained in good working order. ! I acknowledge and agree by my signature below that I am responsible for the performance of the four maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to the system or responsible party. . ~~ L~~0 . I Title: ~~~L..~ 0"1;:: Q.np~~T\D0 Address: ~J.~O~L'bO~~ ~L.{Sb.. ~Q-\:\~~-rto-.. I~ 3~ I p~one: ;f~),'1.0- L\,\-\~- 3'1'13 Slgnature:__1 I.~ Date: ~-"2~-oS Note: The legally re~:ponsible party should not be a homeowners association u~less more than 50% of the lots have been sold and a resident of the subdivision has been named the president. I i e' "'.~.~ ~ I County of C",wI.0~ -r:-r , do hereby certify that ~\.,:l~~. L,.. ~~op I personally appeared before me this Z~ day of ~~ ~ , "2E:OS" , and acknowledge the due execution of the forg6ing sand filter maintenance requirements. Witness my hand and official seal, I Print name: I, , a Notary Public for the State of arp.. , ,\\.~~\i.!,;'w.-~~~;i;;il;;.. H', : ",to' :; t.~""-~ 1. -: '....... ~~II I ..:....~ ~\~.."'h""_.."'.: /',. r,,' ~...' \. ~ ...-Q._....#iI..I*..~? ...,_.~"# ~ ,~"":"~ ~-_ ;/F '. (.,Jot ....... l..' .......: '(' ..v.',~~~ ~ 100"): ~:... ::.; ~ '.~ :. :: ~ : ;,...;: .i .-J :. ......4 : ;::::: -:- ~ ~~. :ctJ: ~~-:.- ~ ~ :~"'t': ;~:~ ....,~. ~?' .....~ g ~..- ,J.J.. ,:,: ~... ...w. ~~J ...~1- ~ ,',- ~. _ .- .....('Y l ';.t'~ :,,:'~/;-o__,~\I~.h io~"., \~)>.. \",.'I "'';, ~__ ',~1 :'1. ':-:~~ F_:-l:'" \o~,,\) i j ~:;:_::.,"_~4,i.V.c._.\'~;.t7-\ II :.. t~i!:HH\~tt:)~-' ! \ My commission expires I. ! , SEAL ),tt McGIoIhIIl Notaay..... . Gwinneu County Oeorpa ~~~~~ ~ ! i STORMW A TER WATER PUAN FOR ,!ERSON COUNTY HUMAN SERVICES FACILITY March 22, 2005 Applicant: New Plan Excel Realty 3440 Preston Ridge Road, Suite :450 Alpharetta, GA 30005 preparbd By: I Steven r. Bailey, PE Coulter Jewell Thames, P A 111 W ~st Main Street I Durhaqt, NC 27701 Ph: (91~) 682-0368 Fax: (919) 688-5646 I I """UU'",,, .........' ~ CARo I,." ..... 9:-"<. ......~....~'I../. ##.. ~..... .' ~$ '--y ,i; . .: . SEAL : .. = ~ 27892 j = Q, ~ . - ~: 11'0 ~o.:: ':'. .n 'o'~I\fPJ""~~'.. ~~ ;: ~ \J.).... q .,~.. v ~ "oil / ~ ......... ~ '!'I.~ "'" v'=N P ~~\......" 't, . \' ...""",,\ 3'/lZ/~ ~' 'f General New Plan Excel Realty proposes to fill 0.277 acres of isolated wetlands to facilitate parking lot construction at the Person County Human Services Facility. The facility was previou~ly a Wal-Mart store, and is being renovated to provide lease office space for Person G:ounty. The proposed parking lot is required to meet the parking requirements of the City:ofRoxboro Zoning Ordinance. The Division of Water Quality issued an "APPROVAL of Isolated Wetlands Permit" for the project on March; 15, 2005, as part of DWQ PfoieC1 #05-0216. . An underground storm water sand filter will be constructed to treat storm water runoff from a portion of the existing parking lot on the site. It is not feasibltf to construct the sand filth to treat runoff from the proposed parking lot. An alternate location in the existing [parking lot was selected for the sand filter installation. The impervious area of the proppsed parking lot causing the wetland fill is 0.317 acres. The drainage area to the propose~ sand filter is 0.388 acres, of which 0.379 acres is impervious. Therefore, the proposed sand filter will treat more impervious surface than is being created by the proposed parking lot causing the wetlands fill. ' Design I I The san~ filter has been designed based on guidelines included in the April 1999 revision ofthe "Storm Water Best Management Practices" by NCDENR. The design requirenlents listed in the BMP manual for both the sediment chamber and sand filter chambet are a minimum volume of 540 cubic feet per acre, minimum depth of 18", and minimt surface area of 360 square feet per acre. There isla drainage area of 0.388 acres to the filter. The required and provided design parameters are included in the tables below. I Sediment Chamber Required Provided Volume I 540 cf/ac * 0.388 ac = 210 cf 35.38'* 4' * 3' = 424.5 cf Depth I 18" 3' Surface Area 360 sf/ac * 0.388 ac = 140 sf 35.38' * 4' = 141.5 sf Sand Filter Chamber Required Provided Volume! 540 cf/ac * 0.388 ac = 210 cf 35.38'* 4' * 1.5' = 212.3 cf Depth I 18" =18' Surface Area 360 sf/ac * 0.388 ac = 140 sf 35.38' '!' 4' = 141.5 sf 1 The sand, filter will be a pre-cast concrete structure. A concrete wall will divide the structurcl into a sediment chamber and a sand filter chamber. At one end of the structure will be ~ clear well area, sectioned off by concrete divider walls. Stormwater runoff from -f f the park~g lot will enter the structure through a traffic bearing over a section of the sediment ,chamber. Ports through the wall separating the sediment chamber from the sand filter chamber are located along the length of the structure. The ports allow stormwater to flow into the sand filter chamber along the length of the structure. A bypass ~eir is located between the sediment chamber and the clear well to allow large storms t9:bypass the sand filter chamber. A geotextile fabric is placed beneath the sand bed, on tpp of a layer of washed stone. Within the washed stone are three perforated pipes to r treated stormwater to the clear well. Maintenance I The sanqfilter must be inspected at least twice a year after a storm to. determine if the filter beq is passing the runoff as expected. Maintenance should be performed when storms o~ approximately one inch are passing through the filter with in 24 hours. Maintenfpce for the filter consists of removing the first 2 or 3 inches of discolored sand and replacing it with new sand. The sediment chamber should be inspected at the same time as the sand filter bed. The sediment chamber shall be pumped and cleaned once . I sedIment has accumulated to a depth of one foot. The ovekow weir is to be inspected and cleared of obstructions after all significant runoff Pfoducing events. I I I II Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resourees Alan W. Klimek, P.E. Director Division of Water Quality March 21, 2005 EXPRESS REVIEW ACCEPTANCE LETTER I, New PlaIlj Excel Realty Trust Attn: Mrj Ron Bryson 3440 Preston Ridge Road, Suite 450 I Alpharetta, GA 30005 I I Fax #: 770-442-3776 I Subject Property: \ Dear Mr. Bryson: I On MarchlZl, 2005, the Wetlands/401 Unit of the Division of Water Quality received a Faxlemail request from Stevbn Bailey of Coulter Jewell Thames, P A regarding a project known as "Person County Human Services Facility" for acceptance into the Express Review Program. This letter advises you that your project. wi~1 be accepted into the Express Review Program once\he following items are received: 1) a fee of $2,000.00 made payable to the North Carolina Division of Wat,er Quality, and 2) three complete and collated c6pies of the Express Review Stormwater Management Plan Application. i Please read the applicatiori ,over carefully and subniit all of the required items. Information regarding Express Review, DWQ's Stormwater Best Management Practices Manual, worksheets and an example of an Operation and Maintenan~e Agreement can be found on our website: http://h20.enr.state.nc.us/ncwetlandsl. Thank you for your at~ention to this matter. Person County Human Services Facility Person County Please keep in mind that the clock for this project will not start until receipt of the completed application package arid required fee are received. A copy of the timeline is enclosed for your reference. I I If you ha v~ ,any questions or wish to discuss these matters further please do not hesitate to call Cyndi Karoly at 919.733.9721 or Cynthia Van Der Wiele at 919.715.3473. Sincerely, ~'Cf OM!- OM wdk ~~an W. Klimek, P.E., Director AWK/CVdl ,- I cc: DWQ Raleigh Regional Office File bopy Cen&al Files Steven Bailey, Coulter Jewell Thames, P A, III W. Main St., Durham, NC 27701 I. . I Filename: PersonCo Human Svc Facility N~ImCarolina /Vo/ura!!!! I, 401 OversighVExpress Review Permitting Unit 1650 Mail Service Center, Raleigh,! North Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250: Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/lnternet http://h2o.enr.state.nc.l1s/ncwetlands i An Equal Opportunity/Affirmative Action Employer - 50% Recycled/l0% Post Consumer Paper ! i MAR-21-20P5 MON 13:46 DWQ-WETLIWDS 91973368931 I I: DATE NAME TEL PHONE PAGES START TIME ELAPSED TIME MODE RESULTS I: SENDmG CONFIRMATION I, i i: 919196885646 2/2 MAR-21 13:46 00'23" ECM OK FIRST PAGE OF RECENT rxx::UMENT TRANSMITTED... AVA NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality !.4ichael F. E..~V. Gove_ \\~Iiam G. Ross. Jr.. s.cn..a/}' Alan W. Klimek, P ,E.. 01,,,",,,, EXPRESS PERMIT REVIEW PROGRAM Division of Water Quality Department of Environmental and Natural Resources WetIands/401 Unit Stnd Address: 2321 Crabtree Bou;evanl. Suite 25Q Raleigh. NC 27604.2260 Mailing Add.....: 165Q Mail Service Center Raleigh. NC 27699-165Q Contact Infonnalloo: Phone It. 919-733-0203 1'"" #: 919-733-6893 Fax To: Ron Bryson Steven Bailey Fax #: 770.442.3716 919.688.5646 Subject: Person Co. Human Sves. Facility Date: March 21. 2005 Number or pages including cover sheet: 2 Notcs or spedallnstructlons: The onginal will be sent in lIle mall. If you have questions plcase call Debbie Edwards at 919-733-9502. .-ofW!r",I'd,Cor:DDftOflu* lG50!.4lll$l''\'Ii:lJI '''''''''. ~....~. ~Clltlli" ~gg..l~sa Z321 C'X'JUBooJ~"t, Sv:t=250. Rl'ltigll.Nort)1 Carol~ 21eOd "tu"~ 9'9.7Ji.'~IFM91~~I~root'~l'I!I{{I~,,~I""~IA~ N$ithCarolina /vafJIrall!/ "'" ~t1~r.IVAll""'M"c:t\o:WI~-~RK'ytb:I~C1lltPoolC(>l'l!lllrrwP3py II I DATE NAME TEL , I I I MAR-21-20RS DWQ-WET~DS 9197336893 I SENDmG CONFIRMATION MON 13:41 PHONE PAGES START TIME ELAPSED TIME MODE RESULTS 917704423776 2/2 MAR-21 13:40 00'21" I: ECM I ': OK FIRST PAGE OF RECENT IX>CUMENT TRANSMITTED... &iPh NCDENR North Carolina Dopartmenl of Environment and Natural Resources Division of Water Qu.mv Michael f. E..ley. Governor WUliam G. Ross. Jr.. S<lCIotary Aian IV. KIIl1lOIc, P.E.. DinlCtor EXPRESS PER.,,"IIT REVIEW PROGRAM Division of Water Quality Deparhnent of Environmental and Natural Resources WetJands/401 Unit Street Address: 2321 Crabtree Boulevanl, Suite 250 Raleigh. NC 27604-2260 MalJlDg Add....., 1650 Mail Service Center Raleigh. NC 27699-1650 Contacl/nrormation: Phone #: 919-733-0203 Fax It: 919-733-6893 Fa" To: Ron Bryson Steven Bailey Fax #: 770.442.3776 919.688.5646 Subject: Person Co. Human Svcs. Facility Date: March 2t. 2005 Number of pages including cover sheet: 2 Notts or special instructions: The original will be SCOt in the mail. If you have questions please call DebbIe Edward" at 919..733.9502. .4.D1I"J*~CMt~llb"Utt>l I~M.n s.r,letc.fMr, q....'gl!. NorflIc!~"a ~1'f!~9-1~1) ~1iI1 r.rtl!ll1'!<" jl,1lU!A''Ird. Sl;tte ~SO, Rr*llt;i\. ~':lI"nc,-e1ir'4 :/lt04 ~I"(;!N!. 9:9-133-t1!Ml1 F~ 919-133-13f'93 f InlRm@l- !Im):{IllMrullAk IX ....'n.:'.o. c.1~1ILb; M EQIIa> 0pp0r:llJ1'1)\'"':?tmal1W~!l En\pt'yer-5O'lI. R~G}<'eliil~ ro~.COOi''''''''1 ~rtJI Carol ina l\-}lturnll!l . /4VA ! NCDENR North Carolina Department of Environment and Natural Resources I. Division of Water Quality Michael F. Easley, Gover .or William G. Ross, Jr., Secretary . Alan W. Klimek, P.E., Director EXPRESS PERMIT REVIEW PROGRAM Division of Water Quality Department of Environmental and Natural Resources Wetlands/401 Unit Street Address: 2321 Crabtree Boulevard, Suite 250 Raleigh, NC 27604-2260 .Mailing Address: 1650 Mail Service Center Raleigh, NC 27699-1650 Contact Information: Phone #: Fax#: 919-733-0203 919-733-6893 Fax To: Fax #: 770.442.3776 919.688.5646 Ron Bryson Stevdn Bailey Subject: persdl Co. Human Svcs. Facility Number ofPages1inclUding cover sheet: 2 I I I Notes or special irtructions: The original will be s~nt in the mail. If you have questions please call Debbie Edwards at 919-733-9502. I ! Date: March 21, 2005 I I: 401 Wetlands Certification Unit I 1650 Mail Service Center, Raleigh, t'Jorth Carolina 27699-1650 2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 Phone: 919-733-1786/ FAX 919-733-6893/ Internet: http://h2o.enr.state.nc.us/ncwetlands I An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper I i: N~rth Carolina ;Va/ural!!! 11-, .. INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM WITHIN THE 401 OVERSITElEXPRESS PERMITTING UNIT September 1, 2004 Version 3 Applicant Name: I New Plan Excel ReaItv Trust, C/O Ron Bryson Applicant Address: I, 3440 Preston Ridge Road, Suite 450. Alpharetta GA 30005 I Applicant's phone ~~mber: 770-442-3773 Fax number: 770-442-3776 I Applicant's email address:rbrvson@newplan.com I I I Consultant Name (irapPIiCable): Coulter Jewell Thames, PA. Attn: Steven Bailev, PE Consultant addresJ (if applicable): 111 WestMain Street, Durham, NC 27701 I .. , '. Consultant's phone! number: 919-682-0368 Fax number: 919-688-5646 Consullanl's email t!ddreSS:SbaileV@CiIDa.com Type of action requested under the Express Review Program (check all that apply): I o 401 Water Quality Certification 0 Stream Origin Determination /' o Isolated Wetland Permit # of Determinations Requested I o Riparian Buffer Approval 0 IntermittenVPerennial Determination I . Stormwater\ Management Plan # of Determinations Requested o Mitigation ~Ifn o Stream ~ ,Wetland 0 Buffers (check all appropriate) I I Name of Project: Person County Human Services Facilitv County: Person Total project acreage: 7.67 (acres) Total built out impervious area: 5.47 (acres) I Nearest named stream (from USGS topo map): I Please provide a brief description of this project (attach site plan if available): : Renovation of an existinQ retail buildinQ to house the Person County Human Services Facilitv. The renovation requires additional bin-site parkinq. The wetlands fill has been approved as part of DWQ Proiect #05-0216. The express review is fJr approval of a stormwater plan for the proposed sand filter. I I 1 , l' , Please attach a map of site location using USGS 1 :24,000 map and county soil survey. Location of project site - please include reference to the county, nearest name town and highway number: The proiect is located in Roxboro, iust south of the town center. It is on the west side of US 501 (Madison Blvd.) and north of West Borden St. Proposed impacts: Acres of 404 wetlands: 0 Acres of isolated wetlands: 0.277 Linear feet of streams: 0 Linear feet of isolated streams: 0 Square feet of protected stream buffers: 0 Has consultant or applicant attended any DWQ-sponsored training sessions in the past two years? If so, please list which ones. No Has any DWQ staff visited the site? Yes ,if yes, please provide DWQ staff name, John Dorney and date of visit: 2/20/2005 Which other environmental permits from other agencies will be needed for this project? Please list the permits and issuing agencies below: None Does this project require approval under the State Environmental Policy Act or National Environmental Policy Act? No Is this project an After-the-fact application or has this project received a previous Notice of Violation from DWQ? No Does this project require approval of a Variance from the NC Environmental Management Commission? Are you aware of any local controversy concerning this project? If so, please describe the controversy and any measures that have been taken with respect to public involvement. No This form must be submitted via email (c/o 401express@ncmail.net), faxed (919-733-6893) or hand-delivered to the Parkview Building, 2321 Crabtree Blvd., Raleigh, NC 27604. Applicants who are selected to participate in the Express Review Program will be notified via email or fax within 2 days. Successful applicants will then be instructed regarding detailed procedures for full application (Please Note: Submittals of the review packages on Friday after 12:00 pm will be stamped as received on the next business day). Please contact Debbie Edwards at 919-733-9502 if you have any questions regarding this form. 2 T , .~ ill Ii * ')" VI I Namo fmxBOf~q Date: 2.12/2005 I SC.:lhJ: I inch equids 2GOO fi;Ol I' t Cl'C:iltrCn' C.1p:'c.j). 0711' 59.2841' W Person County Human Services Pott.on Co" NC. M,2~~\?'..::.h I')c 3 5Al. 1'- ~ . , ,. :: ,."j' 4 It -==:.," -............... lIIIll/la~~ AI.__.......~ .A..Llll:lY:I B3:lW1:J1 NYWllH A.LNnOO NOllH3d --- ---.'" " --... . ......n....... .........~.~ W5i~euu ~ij:.:wla[ ~OOJ ti) 01 =r.: :r ~ ~ 1--- ::=E~ _om m.\: ..... _m -l. .::.~"'."'.~~~~ ~'--=~ _+,;. ....~I T :..==.~: 1-. .. """~~ '~..'.~;7 ~;.:;~'_ ""1"~""""" a"iIGliOdOlW -.. 'eM / NOI1on~SNOO llO::llON - AWNIV4113lld r<<1d 3lJ8 U-lill:cfWlllM l'U/Jlaa.....HJ.:lIallDll~OHf'Cl3WtlJll ~-e ~flJOZ :I'Mi H 3\ll4-l lllllo HlBlMO J.lt]1VJJS :W"'O'lZl5 .\SIIlIJ.;.J.-.ain:)ll3~""'.ll .00.~OM>>Hl::IGlU t'Ot'UallW" .....IIlaWIClONKJIllUlllll __ A..hA.:w/.-QIC._~/I'tWi._1lJI ____. ':r;:.'1= ::r ~O.. W .ISmlI..I.1"W3ll UJ)3 UJlI4 , 'CIll):>lII'~ r:'" ~.. J, -~S:~~ {? '" 'fII~~8~"': lSI1ll1 iDBl ~3:ltg.~~ ''''''''''' WII~l"l'_ [-~.": -' -" .' ---- -- -.-- ...,.-- ---..........~-~ " '" t-tl~1IOl "lIr"OOiftIdl'fJUISWll ~:~ toR '!IIIIJU.ll:IJOI'iO ..lII]NWII'l1';'.JD 0Wllll DllOll~QII jQ ~:H.UlS]:)WIs~e90J.s:11I'dS mJl(l~.lw;)llj.ll:l5'lW\:lUS]IiL lIOJN~CBllInQ)tjll'1OJ.1IU ~"O):IItot'9~ -""~"'f<';'H""~ ..+- ....,. ~ ~ :" ~:_:t::::~..~ ::]:m !!: ~ · 1 ~ - ... ",.,/. "''''~ ."., \ ('.. ~".': cot' JSIXlz!t .:I5_a:JllCl'lt\ll!ll1tl >' :ltiI~ J.I>I'lD)]].lD"oII'() '/uN :wcau .1ta~ Y3ll';' 1Y.il.ll .l8 'OJlj <ltUHd J.lI 'ro~ QtltollHd lICOlJ ~~~d """"""'" I~:o'~ """''''"''' ~ ---:-.z" \ . , . '" ~ '. ",~ ----~~,~. -2."... '~:",.. _...._>..d~... ~,.':.." ,.,:,.:.~:s . ,'" __ J """~'~~~'S~ ~, ~~; "'~ " """,,",,,f l,<c-,~<".,J' \ ~ " ~ , ." -:;z 1-. '!>>am II'Il'lOlDS 'II ';j 1- I HI:c'lNll r;u'<<llBb'to~ I-~ :OlllWOZ CQ1t,llQ~ ~ ..' --. --'f-." :i i i rrrr==I' : i i ,i ! I i \ \ i r '00 1 ""'''''''''' ~ ~~r=: "'~''''''''''''''I/.........., L JJlMI(D$Odl)lW .~.t~=;,.n:=:.: (iJIIIlLEO):MLg;nL.~ JElQl.CNl'UJoII~~ U 'ON 130<<"1 ."", I '- ~ II fC.-;, .l'f' ,~J.t..~ ItW .".. 05-'0540 Date Received I I I OFFICE USE ONLY Fee Paid PAYMENT'T RECEIVED State of North Carolina Department of Environment and Natural Resourc~s Division of Water Quality 401/ Wetlands Unit I. , I I' , . EXPRESS REVIEW PROGRAM STORMW ATER MANAGEMENT APPLICATlONfORM II i This (orm may be photocopied for use as an original . , r....,... i'" i". C;---:l. I Iii) ~ I (: i ,'" I r=~ Ii)) GENE'iINFORMATION : U~ ,,~:':I :~;:j" 1.51~ 1. Applicant's n~e (specify the name of the corporation, individual, etc. who owns the project): MAil .. \} ,~005 I' , New Plan Excel Realty DENR . ,t,," . ....,,".;_iTY i . WETlANDS AliD STO,<'"",JEt18RANCH 2. OwnerlSigni?g Official's name and title (person legally responsible for facility and compliance): Ronald Brysor 3. Owner Mailin~ Address for person listed in item 2 above: 3440 Preston Ridge Road, Suite 450 I City: Alphareua i Phone Number: ( no ) 442-3n3 Fax Number: ( no ) 442-3n6 I 4. Project Name: (subdivision. facility. or establishment name - should be consistent with project name on plans. specifications: letters, operation and maintenance agreements, etc.): Person coun~ Human Services Facility State: GA I Zip: 30005 Email Address:rbryson@newplan.com l j ! ! I 5. Location of Project (street address): I. 303 South Maplson Blvd. I City: ROXbor~ County: Person 6. Directions to project (from nearest major intersection): 500 feet north pf the intersection of Madison Blvd. (US 501) and Barden Street, on the west side of Madison Ii I 7. Latitude: N 36-23.3984 Longitude: W 78-59.2847 of project II. , 8. Contact pers4n who can answer questions about the project: Name: Steven Bailey, Coulter Jewell Thames Telephone Number: ( 919 Fax Number :1 919-688-5646 Email Address: sbailey@citoa.com PERMITI~FORMATION: 1. Specify whether project is (check one): I 682-0368 x New Renewal Modification 9/2004 Version 1.0 Page 1 of 4 , I I 2. If this application is being submitted as the result of a renewal or modification to an existing permit, list the existing per~it number and its issue date (if known) i i 3. Specify the type of project (check one): I _Low pensity _High Density I 4. Additional1roject Requirements (check applicable blanks): _CAMArajOr _Sedimentation/Erosion Control _404/401 Permit t-NPDES Stormwater _Other Information,on required state permits can be obtained by contacting the Customer Service Center at 1 ~877 ~623~6Tri8. PROJEqT INFORMATION i, 1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative (one to two ~ages) describing stormwater management for the project. An underground ~nd filter will be installed along a new curb line in the existing parking lot. The proposed sand filter will I serve a portion Of the parking lot. The portion of the parking lot draining to the sand filter has more impervious surface than I the proposed parking area that is causing the fill of the wetlands on-site. 2. Stormwater lnoff from this project drains to the Roanoke I ~Redevelopment _ Gener~1 Permit _Other III. River basin. 3. Total Projeci,Area: 7.67 acres 4. Project Built Upon Area: 5.47 % 5. How many drainage areas does the project have? 1 6. Complete th~: 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. I, i Basin Information Drainage Area 1 Drainage Area 2 Receiving Stre~ Name UT to Tanyard Branch Receiving Stre~ Class C Drainage Area I 14.98 ac Existing Impervious * Area 6.48 ac I * 6.74 ac Proposed Impervious Area % Impervious* Area (total) 45.0% I, * . Drainage Area 1 Drainage Area 2 Impervious Surface Area On-site Buildings 1.63 ac , On-site Streets i: 0 I On-site Parking I 3.58 ac i On-site SidewalkS 0.14 ac I Other on-site I 0.12 ac : Off-site 'i 1.27 ac , Total: 6.74 ac Total: * Impervious <!rea is defined as the built upon area including, but not limited to. buildings. roads, parking areas, sidewalks, gravel areas, etc. I 9/2004 Version 1.0 Page 2 of 4 I! i I 7. How was the:off-site impervious area listed above derived? Person County GIS data was used to outline off-site impervi:ous areas in AutoCAD to determine their area i: II IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS II The following ital,icized deed restrictions and protective covenants are required to be recorded for all " subdivisions. outpflI'cels 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. I . . i 1. The following 'covenants are intended to ensure ongoing compliance with state riparian buffer authorization or General I Certification numbers as issued by the Division of Water Quality. These I covenants m1 not be changed or deleted without the consent of the State. I 2. No more than I. square feet of any lot shall be covered by structures or i~pervious materials. Impervious materials include asphalt, gravel, concrete, brick, stone, slate or similar material but do not include wood decking or the ~ater surface of swimming pools. ! . 3. Swales shall nbt be filled in, piped, or altered except as necessary to provide driveway crossings. 4. Built-upon area' in excess of the permitted amount requires a modified water quality certification prior to construction. I I i i 5. All permitted ~~offfrom out parcels or future development shall be directed into the permit;ed storm water control system. These I ~onnections to the storm water control system shall be performed in a manner that maintains the integrity and performanCe of the system as permitted. I! By your signature below, you certify that the recorded deed restrictions and protective covenants for this project shall include all the applicable items required above, 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 concurre~ce from the State. and that they will be recorded prior to the sale of any lot. Ii V. SUPPLEMENT FORMS I I The applicable st~rmwater management supplement formes) listed below must be submitted for each BMP specified for this project. 'I;'he forms are located on the 40llwetlands unit website. . . W rkl'h BlOretentlOn 0 s eet Dry Detention W cirksheet Level Spreader Wprksheet Grassed Swale Worksheet Extended Detentidn Wetland / Pocket Wetland Worksheet Wet Detention Worksheet I t i: 9/2004 Version 1.0 Page 3 of 4 . . , I I I VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all ofthe items listed below. The complete application package should be submitted to the DWQ Central Office. i 1. Please indiCa~ that you have provided the following required information by initialing in th~ space provided next to each i~~m. \ Initals . Original an~' two copies of the Express Review Stormwater Management Application RB . Signed and notarized Operation and Maintenance Agreement RB . Three copids ofthe applicable Supplement Form(s) for each BMP RS - A/,,( · Applicatiori processing fee (payable to NCDENR) RB . Detailed nairative description of stormwater treatment/management RB . Three copi~ of plans and specifications, including: RB -/DevelopmentJProject name - Engineer and firm -Legend I -!North arrow I -[Scale -!Revision number & date . 'Mean high water line -:Dimensioned property/project boundary -ILocation map with named streets or NCSR numbers . -IOriginal contours, proposed contours, spot elevations, finished floor elevations -IDetails of roads, drainage features, collection systems, and stormwater control measures - Wetlands and streams delineated, or a note on plans that none exist -IExisting drainage (including off-site), drainage easements, pipe sizes, runoff calculations . Drainage areas delineated -!Vegetated buffers (where required) i VII. AGENT AVTHORIZATION If you wish to deSignate authority to another individual or firm so that they may provide information on your behalf. please complete this section. ' Designated agenJ ~individual or fIrm): Coulter Jewell Thames, PA Mailing Address:! 111 West Main Street I. City: Durham Phone: 919 State: NC 682-0368 Fax: 919 Zip: 2n01 688-5646 I VIII. APPLICANT'S CERTIFICATION I I. (print or type name of person listed in General Infonnation. item 2) Ronald Bryson , certify that the information included on this application form is, to the best of my knowledge, correct and that the project will be constructe~ 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 ISA NCAC 2H .1000 ! Signature: I b-: ~ . r .~~ ~~/~~~~1~~~ I i Date: I I f-~s- 9/2004 Version 1.0 Page 4 of 4 I! OJ )> ;0 0 fT1 Z (J) -i (J) OJ OJ ;0 . ... NIO 1010 fT1 - . NO) ~q fT1 . ::IE -i (Jl 0 ;0 o ~ WAGSTAFF ASSOCIATES ZONING: R- 2 DONALD WALDO ZONING: R-1 /" e /\ / \ ~ \ / ......... \ .........--..... "- '\ "- \ "- I I I //1 I / I \/ I ONCRETE STORMWATER COLLECTION CHANNEL 988. 82' N01' 17' 52"W /" /" /' -........ ~ e TCH BASIN ., ZA OADING DOCK TO BE REMOVED AND FILLED IPARCEL NO. 11 IPARCEL NO. 21 WETLAND 11 12784 SF 0.293 AC SOO'55' 54"E 189.71' / SITE BOUNDARY -i :::;;: I i :::;;: LM-M '.M-M I rrr<J '. ,"'" .. ; ...., .'.~ -'" :' '. ,-..~:) :;', '~~ >.'. ,. -. ......... , , ......... ......... z \~ .W ~- '-- PERSON COUNTY EMS STATION ZONING: B-1 CURB & GUTTER _ ~ TO BE REMOVE~ 100) ~I"') <rib C\I- N' 0) eX) z -" OJ U1 -0 n f'Tl N89' 10' 39" W 15. 84' [ GHT, POLE, o PIER TO- .~E REMOVE 177. 34' S02' 15'56"W e "587" 21' 18"E 37.50' N87" 21' 18"W 6.00'/ I I I I DASA HOLDINGS ZONING: B-1 1$ $<<. ~<.~. <0' c;; 00" ,.. PERSON COUNTY HEALTH CENTER ZONING: B-1 :"$04' 25' 00- E 83. 25' c;, ~ - . 0)0) 0)1"') crib 0)- - . 0) eX) z / --' y /: .U1 ,./ ~, 1) LUIS VILLALPANDO, JR. ZONING: B-1 ~ REMOVE PAVEMEm ............. FOR ISLAND -, ~ INSTALLATION ................ (TYP.) PROPERTY INFORMATION PARCEL NO. 1 OWNER: EXCEL REALTY TRUST-NC SIZE: 7.672 AC ZONING: B-1 TAX MAP: 28-18A PARCEL NO. 2 OWNER: EXCEL REALTY TRUST-NC SIZE: 3.494 AC ZONING: B-1 TAX MAP: 28-18 PARCEL NO.3 OWNER: EXCEL REALTY TRUST-NC SIZE: 0.684 AC ZONING: B-1 TAX MAP: 28-22 TOTAL ACREAGE: 11 .850 AC NOTE: PARCEL NO. 1 AND PARCEL NO. 2 ARE TO BE RECOMBINED INTO ONE PARCEL EXISTING PARKING PARCEL NO. 1 380 PARCEL NO. 2 125 PARCEL NO. 3 42 TOTAL 547 OFF-SITE 26 (LUIS VILlALPANDO, JR. PARCEL) y N89' 10' 39"W 14.74' ~ ~ JPARCEL NO. 31 U1 -0 n fT1 . . C2 J _Cl f3 f EXISTING PAVEMENT TO BE REMOVED EXISTING CURB & GUTTER TO BE REMOVED us R/W 501 100' - NO. C- 1 C- 2 DELTA 06'06'06 03'25'47 RADIUS 2,341. 83 2,341. 83 ARC 249.40 140. 18 TAN 124. 82 70. 11 CHD. BRG. S05'01'42"W NOO'15'45-E CHORD 249.28 140. 16 --- C. M. SOLOMAN ZONING: R-1 TWO DUMPSTERS "- "- "- "- "- " ... ... . fTI REMOVE RETAINING WALL AT BACK OF CURB DONALD WALDO ZONING: R-1 /' CAROLINA VA PROP., INC. ZONING: B-1 VICINITY MAP NOT TO SCALE SHEET INDEX CDl-o EXISTING SITE CONDITIONS I DEMOLmON SITE PLAN CD2-o SITE PLAN COO-O GRADING PLAN COS-o SITE UTILITY I UGHllNG PLAN CD7-o LANDSCAPE PLAN CD8-o SITE DETAILS CD8-1 SITE DETAILS -;/ <( 0) z - (0 ~ M 0 Lt) . ~ N <( co (0 U . 0) T'" J: 0) ~ '""" u. 0 I Z 0 J: r'- C> co - N W . ~ N ~ co (0 . 0) T'" 0) j::: T'" 0<( I:::z N:J o l~ <( <(U ~J: 5~ ~O ()z J:u.i ....~ ~~ 05 zw J: l~ ~ <( J: ~ :J C '<( C>~ wO ....~ -<( :Ju (j) .J: ........ (j)~ zO OZ .... C> ~ z~ -<( J:J: (j)~ ~5 T'" o Lt) w ~<( ~z a..- ~ ~~ -<( Uu ~ I J: ~ . . 0 w U z - u. J u. 0 ~ J: ~ ~ <(w :ca.. ~<( :JJ: cUcn -- 40 0 ~ 40 80 I . Scale 1" = 40' 120 1 "',.....",, ....'," ~ CARo"'", ...... ~~ ........ </. ' W:... . <'-t:.~... ~, 'IIi ~ r I ..' " ;. SEAL : : \. 27892 i : . . .. ... . .. .. I>. ^" .. .. .. .. "A, ~'-. ,.\. .. ~ ~lo.. ...~~GIN~.... <<" $ '..,'')::0. ........ ~ ~ I, ""V~N ~t-: ..,... "1. c;;. P. "" "'....",,,'" '/-;10/(7.5 .', +J (/)~ I-~ o~ we:( I-~ J:(l) o~ O::~ <C-= C)~ Z.~ (l) ~, ZE <( :; I . J: Q) ;, \) ~~)) . .r. :I: ~. ... ...II- .. ,.';' \. w~ <CO J:~ o~ E ::E~ z :5 0- W ~ .... - 0 <(Z z 0 ~O - .... ~i= - ..J :JO 0 :lIE w::) W Cl:0:: c 0.1- ""'- .en 0 en z I-Z I- 0 wO - Z .... eno - w c 1-0:: I- z Z 0 ZO 0 (.) ~LL W wo 0 .... - o.w 1-0 Oen wC) ...J<( W~ Ww Iln >...J enX Ww W 00:: ZI- (!)O Ci)Z w 0 ~ -- - -- (.) ca u. f/) CD (.) -- ~ ~ CD .- m e ... ~ ~ r: € .0 ca ~ ~ E e 5 ~ .8 ~J:~ ~ ~~ co r: ~ ~ :J ~ 0-5, OJ: r: o ~ CD a. jo (l)J::: III .5~I!iE II: ftSO(l')C! 0 e ::IE . C! an ~ (,) ZN'ftS III I ~:! t i ::~G;;! ~ ~ C a.1I- E C III L . ~ (4 Q Z C .J . CII Z - Z Z C .J L . CII Z - II: III III Z C!J Z III ~ b W m= (@) ~ID~ ~~m ~(@)~ lJ)Fl)F z 0 in ~~~~ii ~ a:: ~i~I;>~ It) 110 If ~I ~ ~IZ~i% ~ IH~~~ CW) co ~ i~i~f 0 a.. ~ 'lilt tI) 0 ~~~~;~ 0 a:: > ~ g~ .~~~ w c t:J:cn15 m m WWI!!Ul!-U :E ! Q ~~i:~lrl ::::t Qlr~ a w ~~ tg:.,; z ::::t i15~~hl~ t- en u Q !Z Ul~&::J::r W ~;~~~~ .., 0 llJ~~wC~ a:: ~i~~i~ 0- a:: w ~ m :E I ::::t ~ z Iii Q w :I: U en rn )> AJ o III Z (J) -----1 AJ III III -----1 (Jl o AJ o ~ 50' R/W NOTE: CONTRACTOR WILL NOT PERFORM ANY WORK ON NEW PARKING LOT ON THE SOUTH SIDE OF THE BUILDING UNTIL WETLAND PERMITS HAVE BEEN OBTAINED FROM NCDWQ 15' BUFFER STRIP BY EX. VEGITATION -:-- I '.i !.I '1 ,~ / ~ (J1 (j) OJ OJ . ...... N1<.O <.O~ NO'> -t:>.O :E " :::0 o Z -I Ul ~ co [.) ^ WAGSTAFF ASSOCIATES ZONING: R-2 6' HIGH CHAIN LINK FENCE AROUND PARKING LOT- _I 15' BUFFER STRIP BY EX VEGITATION /_ 2' WIDE FLUME ~ ---::= ~ ~~ ~_~ ~ ~ !J ''"', ~..:<j -ri- . " IJ - ~;''l,''-lC::-'' ~--~-~-~-~ - I .....~ ______J. - NOTE: CARD READERS FOR ALL GATES ORNAMENTAL PEDESTRIAN GATE WITH ~ ',J ~ - WILL BE COMPATIBLE WITH CARD LOCK AND CLO.SER, OPEN FROM ,.."j.1 '. STRIPE ASPHALT ----- ~ READERS FOR BUILDING ENTRANCES EXTERIOR BY CARD READER, OPEN '-.. r ~ ~ ~ [ FROM INTERIOR BY EXTERIOR GRADE ~'-.\i/! \ \ i .--~~~ L.._ PANIC BAR '1:1 i \, .- . >"- '1 \ 1 I ! Ij - SIDEW :2X~ ~~(J::~ 7" '.J : 1 i i "- 1...-- '.," SCORING ~<' . ',' ,,' .'. '.' 'r:; ~ "., ' I, " -- i-"'" "'"" " i/./ .' '.' <, > .. / ., .' '. ' . , "'.) 1,'1 ,/ 1TvD.) ':v',,<Y' > <><</, ;' '" ", - \' ,r >'R<'/>>"/:<f;~ ~--..-.~r~~~~-~~ 2~;6:;:F;~:{~~..: "u ~ 'J<' < ,/,''. .....;r.. .c: ,'II. PROPOSED HUMAN A5~::f;>;~<>f:' l) ~ , ,,<-t<'..(/'J>)>',,</>"<:'/~'( ',' '11 U SERVICES FACILITY PLANT AREA, SEE CD7-0___.. '.,.f>:;:;~:r::.:~:~(;;J;: '.. ". ~ ~ ~<p:e,';'>~:-q;F ....... ~-- ~ f- j '.?J<f<~.~/::<t~~~*,~f;~ I' . U I--- (' ~.,..".~<~<v>\/ ;,.(_ .~< }. ''', ----~-~~-~~- H ~-~--- ~ >:5t<'>::C:'';<::<<<:f>: I""" 62' Ii 4.- 6.50 ~0~~3~:~~:g I ~--~--~-~ ~----' -~ C. PAVERS, SEE ~$'S~~:~:>~:-:)::II', ~ ARCHITECTURAL SHEETS -------v'<J.>~:<:;.,{>~':1> ". .-~ ~ ~ r --- 5' WIDE TURN DOWN ~;:{.:~. ~;<:;~>.<~>O/.;a<: t 'Ii\ - -~ CURB SIDEWALK <:,~'Qo",N.;"< /". I " <r< <'<~~<'<:(;~':"I _~._u~______ _ ____ WHEEL STOP (TYP.) BENCH (TYP.) , SEE >f:'y~,>/,;'<'~'')>"'' . ~ ~ ARCHITECTUAL SHEETS FOR ~ /.. '~;::;d:~~".<:>'..)~:.:~~, ", ~----~~--'r,~ REQUIREMENTS .AND LAYOUT V;;"j~Y;::> Y~;'k" ........ ~ ~ 'y '.'9' 'y '>V< . ,/0:;, ". ..... -r~'I/A--<,~~ f-_ [i ____ DROP SIDEWALK IN FRONT OF H/A BENCH (TYP.) ~~PLANT AREA, SEE CD7-0 ,~~:~~~i~~:~r~, . u ~ PARKING SPACES ORNAMENTAL FENCE~~&~~:~~}f;1 '. AND GATE SEE .. ,,:.: /\<<',<A<', I W::~':I ARCHITECTUAL <<;t:;5'\':c.<x~4~. -;t1~ ~~~l~ -~~-'H= { r ~~grr~~I~PE';tT~~~o~fsi~E ~~NCE BY H~~H~~U~ ~ - ;""t- / ~~ci0~L SHErTS DRAWINGS ~ tl;<;~;;0!cl ~ J -I~~~N WA~~~~{f: 1~ ~RI~~~t:~~~RIOR BY _ PAVER~~;~~;;~~!I:~~>;'''': ~ I,>r I // CtAN~::p OFr lANE -~ ~NG \' ,t~[? . ~, .. ~ ~ = n \C ,....- 1 "1-1' ~ I- , I i f'.>' :L.... >, t 'fA STRIPED H/ A t t -# -+G / U \ R20 lr l/" H/A I~MP (tyP) 1,' I ,..- ~ - ~ - - -h ;y-. L. .U"1 I I F( t>1..... 26.5' \(\/ WALK (TYP) 25.25 25.31 ",,p. (:J ~'"';,<v ./ F\-. It: r 1'0 5. 2~~ I 12.00 I -, \'>1 I CJi !^" "t-~-~-~-----~'~--~~R . tOjeoa--O I. ,/A ~. -<. '00'"'. '"'.. "".." /<...., "-.. " "".......... I 100 ~--,---L-~------~ I I _~u~__~_~~. ~--- . /"-...... '"''"' !~~~~~~10~r:s ,~ .~, "''"'" ':::" L~~"-~~"~\'-~~" "", -~-~-+---_.'--- i ~'~~1- I~_---~.------ ~ L""-,, l___ ,,--~---- ~~~' , .~ In~(n. - KNOX BOX I~ COLUMN_ CONTRAcrOfU,!IJ.L_ _1__- -~+ um_ ==-l'=====~==- _ .1--- I I I I -...-~.~~.~. ...~~-t~~~~--~...~_. . -~~.-~~-._..~t~~~_.. _~_ ___~_~.~ J-. -...---. - ~-.---~-~--~-~...-- --+- ...... ,,_ __L.. ---l--- .._.__~__~~.~~__~_~_~ n '" I, ( '" : (;~ ,=-=-_~U=_=: 62,=.1=-==:4'2' ~ -~-:=-~r~::-=-~-=:~=l~<- -~- ==jl:~I~'(.J==--~-==jl+=:-~-- n I-~---g ". n-:nt=-~--=:::r~-- _3A>~ 42 T I c.~_ , · ----:11r== ~- ~~_n r _. ----_I~_- -. ~t--~- -. -- ==:=t---:=::::: =t:=-= :=:'..:fARKlNG-STRIPING (TYf'l~~.... .-===ts=::.=.:.. ......1- _n -~--~--.- f-..--~---.~...~ 1 0.0 .~_.__.____ .---.....-- -.-.~_._-- I =:::===.:::u___ L-~R~ooj Rl0.0 A1 Jo . 610 - r --.::__:J:-=-=--I--~-----+---- ~.=:-l_n:=:. 15' SIDE SETBACK ..._ ~ ~ R10.0 ~ 240 T ~ ~~ ~giE~IC~I~T~~~I~~S~H~T ~~~~~G ..__L -~- - ~J~- l4(},-BB!~"---'-"-"'~- 24.0 = R10.0 ~ 1 l I kl OVERLAY, RE: 12/CD8-0 N01. , ,,-- f~ t 1 7~-2-[~--~.~-- i . i I ~. I .. n TYP. 9',20' - m- -- +.--- .. "-.".-r'-"--- i: 15' SIDE SETBACK '; " - - ,,;'-rl!.-- _n ~ R330s:::J-"-'~ ~~t~ \.-~-JS=~4'2_5' 00" E [JL:j' S 8 7' 21' 18" E 37. 50' N87' 2 l' 18" W 6. 00' I I :-.--ta--r...~...- cn "", I ~ ~I~t~~-- -:-. · 14.76-l C=.~_83. 25 I z ~ i ~~---~-~- L- \ ZONING: B-1 I ;;: 1\ I 'U .i--'"' J':::_L ~ r~ r- L_~Q' FRONT SE!IlACK. ~O;_f.\ ~ :' ,'.T) , ! ~~J-I\~ __= if I ~ -tl I ~~HAlT ~~-=o~=~~~ OVt:RLAY ~'~-"=':'~____... == , L~ 20' REAR SETBACK END WALL CONCRETE RETAINING WALL #2 RE: 2/CD8-1~ INSTALL 6' HIGH CHAIN LINK FENCE ALONG TOP OF RETAINING WALL ~ ___~__~_ --.. J cJ-~- ~) L '5' SIDE SETBACK SOO.55' 54"E 189.71' / SITE BOUNDARY PERSON COUNTY EMS STATION ZONING: B-1 ;: <.0 (J) -.:J- (V) tcil'O N....... N. (J) CX) z \" I CONCRETE RETAINING WALL #1 RE: 1/C08-1 ~~ NOTE: 1. DIMENSIONS ARE TO FACE OF CURB N89. 10' 39" W 15. 84 ,-~) ~ cD EX. RETAINING WALL PERSON COUNTY HEALTH CENTER ZONING: B-1 A 0'>0'> 0'> (V) ml'O 0'> ....... ....... . 0'> CX) Z SITE BOUNDARY N89. 10' 39" W 14.74' ~ (~ 1'..... \...../ 100' R/W 30 0 30 ~ r Scale 1" 60 = 90 -1 30' L BEGIN WALL I Ij ;: -~--~. ( ~ IDO NO. C- 1 C- 2 . NOTE: SLIDING GATE #2 WILL "" '\'\ BE SUPPLIED AND CONFIGURED ~\.. TO OPEN BY A FIRE I'. '~\ DEPARTMENT SIREN BLAST ,.....,,~ j-~ \~, '\. " ~ '"''\ STRIPING (TYP.) SLIDING GATE #2,~" RE: 9/CD8-0 ~ ' ' [-, ~ i i I \ 1 \ \ ' \ \ I'! \t ~ ':\ "\" '\'. ..........'''"' '.,\" ~. ~c "",, '. '"" REPLACE ANY PORTION OF DUMPSTER'~"'\" PAD REMOVED FOR WALL INSTALLATION "\...:, WITH 6" THICK CONCRETE PAD W/ #4 ......"'" BARS @ 12" O.C. "~\" '\"'- " ", ...... ~-.- I- j:CONCRETE STORMWATER COLLECTION CH.A. NNEl 988. 82' -~-NO 1" 17' 52" W, ASPHALT PAVING WHERE , LOADING DOCK AND CONCRETE _REMOVED, RE: 3/CDB-O\ -~:\JENCE AROUND PARKING AREA 7 ~ STANDBY GENERATOR c::J \ \ T \ ,\ i \ ! 'I \ 1 \ Ii) . 1.L_~ ... / -/ I PARCEL NO. 1 COMBINED & 2 20' REAR SETBACK ( .!.... .~ ~ ~ . ~~~~. I ~ l,) , ~ 7" ~ ==-- i , I--._~.~. - ~~ -... ( 1 :1: .. (~ , '-' z -0 ~I Q..oo o ~u <' :cl"') Q.. .. UlW <0.::: ( '. \ (~ T (, ORNAMENTAL FENCE, SEE ARCHITECTUAL DRAWINGS "'. .... ". . 6' GALVANIZED FENCE AROUND PARKING AREA ~D '. ". . ". "', ~ :- . o '-.., -_..~---- EX. TRANSFORMER ------~-- f-- --~-- SHOPS EX. TRANSFORMER D: :::a ---~- .~-~._--- --~._-_.~- ---~-lfr-'---- -1] t> C) --_._-_.~-_." U1 ..~_..._~~_.--~.- () '~t\CE: .~ I,,,.N DASA HOLDINGS ZONING: B-1 ~ ~ ~~=~=J'~~~_~~~ ~ >m_~___ z ~xxuuxxxxuux..w I PARCEL NO. 3/ ----- ----- \ \ ) I ~o ~-)I\, ~I\- I I! ----- ----- .-----REQUIRED PARKING I I r PARKING REQUIREMENT PARKING REQ. BY FLOOR AREA PARKING REQ. BY EMPLOYEE COUNT TOTAL PARKING ! i I I =--- -__ II i ~ SPACE TYPE FLOOR AREA ~ ~~ .. r} 160 o C2 IDO 1\ _ (. ~B l.. HHS BUILDING SHOPS 62904 SF 29635 SF 1 PER 200 SF 1 PER 200 SF 315 148 j I l;f :;P"1cr(~ / ~jq~~! 1'..... \...../ . '.. ~~"" / Cl '7\ l Ie (8 \~, )j '/ 539 53 592 - ~/ ~y ~ PROPOSED PARKING PARCEL NO. 1 & 2 PARCEL NO. 3 TOTAL REQUIRED SETBACKS (FT) FRONT - THOROUGHFARE 60 FRONT - OTHER 45 SIDE 15 REAR 20 us OFFSITE 26 (lUIS VILLALPANDO, JR. PARCEL) H/A PARKING REQUIRED - 12 SPACES H/ A PARKING PROVIDED - 14 SPACES 501 1 00' R/W / / NOTE: PARCEL NO. 1 AND NO. 2 WILL BE RECOMBINED INTO ONE PARCEL -- DELTA 06.06' 06 03.25' 47 -- RADIUS 2, 341. 83 2, 341. 83 ARC 249. 40 140. 18 TAN 124. 82 70. 11 CHD. BRG. S05.01' 42"W NOO. 15' 45"E CHORD 249. 28 140. 16 -- -- -- . ~ . ''-, "~ .:' ..' [.' SHOPS r...< " .... ". .. """" l, ~\ Ul " ~ .\" co' :> (')1 ^ \ i! 1 '.: DONALD WALDO ZONING: R-1 ./' / / / / / C. M. SOLOMAN ZONING: R-1 ~1 ! i \\ 1;:\ END \\\ I. i. ,\,..- ASPHALT \", \1 ! I l' OVERLAY "~ /: I, ~\ ~ 6 "\\., :'-.~ i\ ~~ ~~. ~ ~ /\F~~/ ~ / ~/\1 I III I) '. . . . . . . . .,........ '. . '. ..,' '" ....,. 'c. ,...... .... '. "" .... '. '. ". '. . , ", '. . ...., ".. J' I" (: !. I ; \ i I I : .~ : 1\ '-" 1, '\, I. \. 1 ~ 152 S22. . <2' 20' 00" Jt; ~ ............. ~ ~ - 475 148 623 ~ I /;: Jf / /../; ~ ~ 15' BUFFER STRIP BY EX. VEGITATION \ EX. DUMPSTERS \ \ \ \ \ "'\ WOOD BUFFER I ~ SCREEN FENCE IN ~ "'\ AREA WHERE Z "'\ BUFFER STRIP IS 00 LESS THAN 15' ~ 'MQE '" "'\ '" "\ w ~ ...... ...... f1l I~ OJ CONCRETE RETAINING WALL #3, RE: 3/CD8-1 (WALL WILL BE INSTALLED SUCH THAT FACE OF WALL ALIGNS WITH EXISTING FOC. ASPHALT PAVEMENT WILL BE PATCHED TO FACE OF WALL. END WALL DONALD WALDO ZONING: R-1 \ \ ) "{ /1 "l: ,..,.......", """'\'" CARo "'~jI! ...' ~ ......... '</.. ~ ~~€. ... ~ ~ SEAL i ~ ~ 27892 I - . -:. ... ~ ~ ,. -:. Ql ... I\IGIN~~..1.t- ~ "'" ~, :........... ~ ~ 'I, v/!a.. p ~~ ~.. I" ''9 . ~.... ",,,...,,.., :r/Z'2'/t'$ <( (j)Z CD-J MO LOo:: C\l<( ~o (j) 'r"I (j)r- U::O:: o Z ~ oI .......<.9 COw C\l-J C\l<( ~o:: (j) 'r" (j) - r- 'r" 0<( I::::z C\l-J o 0:: <( <(0 ZI -Jr- 00:: 0::0 <(Z U IW r--J O::-J 0> ZW I en <( ~ <( I 0:: :::> o <( Z <.9-J wO r-O:: :::><( enU r-I en~ zO OZ r- <.9 ~ z~ -<( II en 0:: <(:::> SO 'r" o LO W U<( :5z Q.-J ~~ U(3 I r- 0:: wO UZ lL.-J lL.-J o I ~-J <(W IQ. 0::<( :::>I OUcn +-' (/)~ I-~ O~ W<( 1-'; J:a> O~ 0::; <(-= C)~ Z.~ a> ZE <( J:Q) .c -I.... W't- <(0 J:~ O~ E :E~ en .... Z W .... Z o () .... W W I en z <C ..J a.. w ~ - en ~ .., .- - .- CJ ns LL tn CI) CJ .- c: ~ CI) e ~cn8 S r:: € g ns ~ ~ E <1> e ~ ::s E ~:I:& ro ~ ~ f..,o r::~ ::s ~ 0-5, OJ: r:: o tn I- CI) c.. ro S - C1J_ ~o -r--. w CI) r--. a: .:: ~ ~ ~ Eo :;) C'CI () C") co I- :::!E .Olt)~ 0 _zNcci C'CIa. W en ACOco_ I- CIJ E ~ CO'U' J: 3:~~~ I' 0 _ ~cnC;; a: _ ~ < _ C a.~ W Q. . ~ en Q z < ..I D " Z Z Z ~ ~ b <<IJJ) ~ @~@J): ~@J)E~ dj~m~ ~@J)~" UF))F~ z o en :> w 0::: Z'" ~ O:zQti ~ frs13l!! ~~@u~5 f=~~~~~ ~<:n~~l'l ~alg:81=~ e ~~~~~3 o l'lJ:iij~:s~ _ m ;l;"'~::J1i:u ('I') ~ ~i5<iija..:! o 0.. <::JJ:>->-~ "lit CI) -0 ~"'it05J: O O~J:ZJ:~ CJ ~::ll-Cl: 0::: UO .<;1:>- W > w <~tiiJi",g, lD lD!:;: ~t5~otiu 11II: z..... >--IZW G 0 oii:u~o :::> ~ w ~W~uO:. Z ~ en UJQ..1- :::> ~u..~..,o:U I- en zO>-~W~ o 0 en ;:~u..a..~J: W - c2~~~e~ .., o:::!:o:-z< o w~~&l<~ 0::: fflt;;og;~>- D. i=!;8:<;1:~ 0::: ~ ~ :I . i ~ rn Q ~ U " [\ \ \ i , i. , , 'i (--7---7- Kj / , i \ \ \ \ \ \ , ; "1 " ,. SIDEWALK FLUSH W/ PAVEMENT IN HANDICAP ACCESS AREA i \ c in \ \ \ \ \ \ \ \ \ \ ,.--'\ \ \ \ \ \ \ (~. ----j \ \ \. \ \ \ \ " \ \\ \ / "\ ---- " SITE BOUNDARY PERSON COUNTY EMS STATION ZONING: B-1 NOTES: TW = TOP OF WALL TOC = TOP OF CONCRETE X 100.0 = SPOT ELEVATION SPOT ELEVATIONS ALONG CURB ARE TO TOP OF CURB UNLESS OTHERWISE NOTED. CONTRACTOR IS TO PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING AND ALONG CURB LINES. \ \ \ CONCRETE RqAINING WALL #2 RE: 2/\8-1 \ , --l CONCRETE RETAINING WALL #1 RE: 1/CD8-1 PERSON COUNTY HEALTH CENTER ZONING: B-1 SITE BOUNDARY PROPOSED SAND FILTER SIZING DA = 0.388 AC REO. SAND SURFACE AREA = 360 SF / AC = 140 SF REO. SAND VOLUME = 540 CF / AC = 210 CF WIDTH OF SAND CHAMBER = 4' LENGTH OF SAND CHAMBER = 35.38' PROVIDED SAND SA = 141.52 SF PROVIDED SAND VOLUME = 212.28 CF REO. SEDIMENT CHAMBER SURFACE AREA = 140 SF REO. SEDIMENT CHAMBER VOLUME = 210 CF WIDTH OF SEDIMENT CHAMBER = 4' LENGTH OF SEDIMENT CHAMBER = 35.38' PROVIDED SEDIMENT CHAMBER SA = 141.52 SF PROVIDED VOLUME OF SEDIMENT CHAMBER = 424.5 CF )> __ __ ___u_u_uu_ Z ~nmnnu...... EX. RETAINING WALL 100' R/W OVERHEAD UTILITY 2' WIDE CONCRETE FLUME -----+ SIL rFENCf'OOTLET SILT FENCE TW 729. 0 / ? 5,2/ ( I j(roc'! I I, ./ I i I :S-' ~~ \.: C'\ ")~ $.' ". ~~ " ...... \.:: ~'O ". '\...... , ('-.j '. I i , i I , I .)-~~~ ~ . I~~ . I IS \ \ \ , I I ! \ I LET #1 I R 717.03 U.i r 713.07~ I r.;J 17r 03 (PV~\l ~ I I' ....1;:: \ I ~ X I I \ 1 ! ' ....1 I CJ'4 ~, "'0, C"') @, ~ .... co <0(;) 01 ;:: ......'0. ~, INLET PROTECTION \ J! : I I I' i j I I .' I, I I I I EX; 8"' WATE~lI~E 'TO! EX. f ; WATERL\N~ IN B~R~EN i I STREET \ \ \! i ! .~ \ I \. \ \ \ \ \ s \\\\\ -;'\'" \ \ \ \ \ \ \ \ \ \ ! I , I I I i~ Iii I I Iii I I , I 1. I I I I I I '.;- i I , I ! ~,I ! ~J I I I, ~o I I I I i I I I . ! 11~.jl!.11 i I I i ! I ! i+H' I' j ,i . ; ~,'.' "~I I M Ii! ! I l' ... :~I ~q 0 I ~u' i . u' ~ i I I I I M M ~ M M 226 - 15" RCP @ 1.0% ------ -------- x_)(_lI(_lIt_K_ 4" PVC DRAIN I I ! i ! I i i i i i i i i i (/ I / ~SILT FENCE i i i i x / , ~ -t / ; /)/ J / /' /// /+ .,\.,0 /+ / / "'~+ x-7i / > / / /,,/ JB #1 RIM 717.65 INV IN - 712.00 INV OUT - 711.90 EX. 8" WATERLINE ...-//,,/' I i I I i I .' ! i ! ! ' I i 9'~i I .;> i .~~ I I ':0 I i I j // ...-'.,'~ ~ /'~ ~ ( ) I I I ) ~ ,.., , I I / , // /t / / / / ( I I ! I , I I )/1/ r~ ! I / I /II!I I I II /. I II / I / / / I / ; / I ' / ;' jjl /1 /' I /1 ) , / ; / / 1J' / / :'\',If , / ,'\' / /'/' ,\x ----.-- / / / -~ //-~ / " / / 1/ ~ \~ ,/ // /' IPARC~k' NO. 31 /. // -.....---.. ."'-/-~ / ) / ------~ BIB e-~. / /?'-- _ ,105 m ~m__~m 30 0 ~ 30 ,4 60 ~ 90 I Scale 1" - 30' M EX. CI /'" CONCRETE STORMWATER COLLECTION CHANNEL WAGSTAFF ASSOCIATES ZONING: R-2 DONALD WALDO ~ ZONING: R-1 ~ ~ CONTRACTOR WILL MODIFY EX. INLET, RE: 15/CD8-0 EX. CONCRETE WALL TO REMAIN ~ ~ --+) PARCEL" NO. COMBINED i.> , INLET PROTECTION "-, COURT YARD WILL BE SLOPED TO DRAIN TO INLETS, USE 8. PVC PIPE TO CONNECT ROOf' DRAIN LEADERS TO INtElS .,\4 / ~ ~~ ~ ." "" \::, '<~~.''\~. \ \\ \ .~ \. '." " \ '\'" ''\\\ \\ \" \ ~ \ \. \, \ \. \ '. \ " " \ \'\\ \\ .\ '. \ \ \ \ \ ' ~ ,",' " ~~'" ......, "" ~ ' .",~.< ~" "~., '"'~'" .~ .....'. '\"" '" ''\ "~~", '-~. .,,-- ~~ --i, -- ~.., ',- .... ,\ I I ) \ \ \ . \ \ \ '. = C. M. SOLOMAN ZONING: R-1 / / / I I ~. j PROPOSED HUMAN SERVICESfAClttTY FEE = 718.52 PROPOSED RIM - 718.10 EX. RI~ - 718.35 INV IN - 709.15 INV OUT 70. ; / ! "'... coNvERT EX. MH JB TO INLET BY INSTALLING GRATED INLET AND ADJUST RIM ELEVATION FOR PROPER DRAINAGE (SIMILAR TO INLET #2) EX. 30" RCP INLET #2 NEW INLET OVER EX. STORM SEWER, CONNECT ROOF DRAIN LEADER TO INLET RIM - 718.00 INY - 707.92 i , / i 1-'0 ""'''''''''''' ..", ~ CARO '~ ....... ~:-<.. "'_.~"'(1.. ~ ...... ...~.. .. . .. . ... . g. SEAL : : ~ 27892 j ~ ~ . - .. . ~ 9:-/ I ';" ./'\ '0. .,yGf"'~~.. ,i~ ... , U' o. ......t;...."V.. "" )-~ ........0 ~ ~ ""'" v!ZN P. 'P~\"""" 'II,,,,,,,,,, :J/ZZ/P5 EX. GAS LINE ..... , I INtET 13 RIM 718.25 INY OUT - 715.75 , ~~~ ,\ \ '/\ \ G) V'4 .> \ 1'6' '0 PAVEMENT flUSH WI WALK SHOPS EX. TRANSFORMER JB 13 RIM 718.00 INY IN (15" RCP)- 709.35 INY IN (12"P'VC)- 715.03 INVOUl - 709.25 CONNECT NEW STORM SEWER TO EX. STORM MH ..,!NV..,~~TO.. MW--..}Q.7.8Q , .>,;: ~ '0 " /1 /'~ \ \ CLEAN-OUT AT BEND MLMLwJ '-.. M" I M-- M I M M ..-::. - - - - t19' - 15" RCP @ 1.0% JB #2 RIM 717.50 INY IN - 709.64 INV OUT - 709.54 1 ~EX. RIM - 717.79 ~ / / V INY IN - 707.27 I // .' INY OUT m 707.14 L-- M M, MM ,( ~/" /~EX. WATER LINE " CONCRETE RETAINING WALL #3 RE: 3/CD8-1 FACE OF WAll = FACE OF CURB M M -&- ~". CONTRACTOR WILL CONNECT ROOF DRAIN LEADERS FROM CANOPY TO INLET OR 12" PVC LINE WITH 8" PVC PIPE ~ - EX. FIREj:iYDAANT "". ~ ( / . RELOCATED FIRE HYDRANT --""'- --- ~ ---,,- .' '" / .---~ ". --- SHOPS NOTE: CONTRACTOR WILL LOCATE, UNCOVER, AND DETERMINE ELEVATION OF EX. WATER LINE AT LOCATIONS WHERE SANITARY SEWER Will CROSS THE EXISTING WATERLINE. CONTRACTOR WILL REPORT FINDINGS TO THE ENGINEER PRIOR TO INSTALLING ANY STORM SEWER OR ORDERING AND INLETS. G) \ \ DONALD WALDO ZONING: R-1 NOTE: CONTRACl IS RESPONSIBLE FOR MAINTAINING ADEQUATE SEDIMENt ON AND EROSION CONTROL MEASURES FOR THE SITE. IF SEDIMENT IS OBSERVED LEAVING THE SITE, OR IF ADDITIONAL ~RES ARE DEEMED NECESSARY. THE CONTRACTOR WILL INS THE NECESSARY MEASURES REQUIRED. ------ \ G) NOTE: CONTRACTOR WILL SLOPE CURB AND GUTTER FOR ISLANDS TO PROVIDE POSITIVE DRAINAGE. ------- -.-.---. --'-.- .----714-- /- ", -..... /PATH OF GUillR (lYP.) ~ ''-, ~ ~ ~,.",--- ~ ! ) t, ~- ~ ~ ~ - ~l ~j ~-- \ \ \ r-- ~ \ ==----- / /' -(- 1;= I~ (C I~ ~ I~_- / / -'-- 7 12--- ------- _. -------.. .--- /~ ~ ~ / '1 I ----- / / ( \ / j' I I '- \ --- - \ \ '-.. ,--",/ ............ ,.,-// / / / / / .../ I i hi r-i ,'- I I I I I I ~ "---'-~'- ~ TRAFFIC BEARING GRATE PRECAST CONCRETE SAND FILTER ----/- _...../ 24" DIA ACCESs-COVER (TYP:f-- - / ' ............ ! I ) I / I ~ DASA HOLDINGS ZONING: B-1 ~ ,....---- LUIS VILLALPANDO, JR. ZONING: B-1 ~ ~ ...-,,/" // / >- ~~J .../,," )c)('\.. \ \ \ \ ~ ) \ ~ I j, ..// ---- // Filter Media Cross-Section -18" Sand. 2 mm ave. particle dia, or less -Geotextile Fabric -#57 Stone -4" Perforated Pipe GENERAl NOTES: ---- / / 1. Concrete: 28 Day Compressive Strength f c = 5,000 psi 2. Steel Reinforcement: ASTM A-515, Grade 60 3. Design Uve Load: HS-20-44 4. Earth Cover: 0'-0" Min to 0'-0" Max 5. Manufacturer PCI Certification Required 6. For Proper Operation Invert of Structure must be Level. 7. Structure is Post Tensioned for Water Tight Seal. 8. All grates, frames. and covers will be heavy duty traffic bearing. 9. Sediment and Filter Chambers are Reversible to Meet Site Requirements os Needed. ---- \ I // ---- 1'-4" I- ~ ---- 114'-15" RCP @ 1.0% ____\ INV IN = 702.51 ~ - ~- -- 7 (16 -_ ._,___. EX. CI RIM - 1.06.08 // / / EX.a4" CMP / / / r . I") / I ~ Wf= 4' FILTER DETAIL FLOW-PORT DETAIL / ED z / 40'4 ~- l 10' -41/2" ~ 10' -0"110'-0" 11 0'-41/2" 4' -1/2" .~ B~ - EX. 24" CMP n Jt II~ rrrm ~3" J. 41 fI -.-.$ ,....,...... ..-,- ~-, -.,...--, ,-or' E- ,.-,...,........, -.-.Lrr =-- F~ ="'" ~ =--"=' =>>, +.~, I . e 7-''''":i _~ r==1-- 2.'3: I 24 "(& Frames & Covers (Typ) / .+1 / -Lk SANDFILTER MEDIA IS NOT TO BE INSTALLED UNnL THE FINAL GRADING IS COMPLETE AND STABILIZED. BEFORE THE MEDIA IS INSTALLED THE PRE -CAST BOXES ARE TO BE CLEANED. ALL SLOPES DRAINING TO THE SANDFlL TER SHALL BE STABILIZED PER THE NORTH CAROLINA STA TE EROSION CONTROL PLANNING AND DESIGN MANUAL BEFORE THE SAND IS PLACED IN THE SAND BED. Grade Elevation . . 00 ...., I _ in It) == m~~m= , = 00'1"0,, Elo,alia. ,== -- 4'-0" ,,'~'r. 3' x 3' Knockout SIDE ELEVATION -- (Traffic Bearing Grate -',-",", Traffic Bearing Solid Cover b I ;" -- -- Grade Elevation ... 709.60 aypass Wier Top of Media . It) . l""- I ':.t Y' Perforated , Pipes Bed Elevation = 703.23 I~TER t SECTION A-A SECTION B-B SECTION C.C <( o>Z <O....J (\")0 1.00:.: N<( ffiu 0> ~:c O>t- u:o:.: o z ~ 0:c ""'<.9 CO NW N....J ffi~ 0> ~ 0> - t- ~ 0<( ~Z N....J o 0:.: <( <(u Z:c ....Jt- 00:.: 0:.:0 ~Z :cw t-....J 0:.:....J 0> ZW :c en <( ~ <( :c 0:.: => o <( Z <.9....J wO t-o:.: -<( =>u en t-:C cn~ zO OZ t- <.9 ~ Z:2 -<( :c:c cno:.: <(::> ~O ~ o 1.0 w u<( :5z a..:J >-0 t-~ Uu :c ~ wO UZ LL. ~ LL.....J O....J :c ~....J <(W :ca.. 0:.:<( ::>:CeJ) OU...... o Cf)~ t-~ O~ w<( t-~ J:(I) ...... 0.: ~:; <(~ C)~ o Z.~ (I) Z~ J:(I) .c. ...II- W~ <(0 J:~ O~ E :E; en I- Z W I- Z o o I- W W I en z <( ..J D- C) Z - C ~ C) ~ .. -- - -- (.) CO LL U) CI.) (.) -- ~ ~ CI.) e UJ ro ~ U J2 C .s::. c ... "E o '" Z ~ E Q) e g ::J .8 ~:I:& ~ ~~ ...!. .. 0 C~ ::J ~ O~ O:c C o ~ CI.) a.. ro ~ - CI,)_ !Q -,.... w (I) ,.... I: t;NCOU) E :) ~4a~ ~ ~ ZN'C'G w _ _co a. ... 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Z < W VlWWQ,.1- a:::) ~~j!:~ffi~ ~ c ~ ;:~~Q,.i!=J: W - :5ffi~ife~ .., 02tr(3Z o w::JW~<W a: fj3~2;Vli!:i: 0. j!:~g:<(~~ a: W m ::E ::) Z to- W W :I: U) ~ . ~ Q U -------- - ./ ----- " \ " - - - - - - ------ -- -- -- ------- --- -- --- " "- "- "- "- \ "- \ \ "- \ "- \ \ \ "- \ \ \ \ \ \ \ "- "- "- \ I 1 r / / / / / / / / / / / ./ r ------ ...- --- -- --- --- -------_/\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I 1 I I I I I I / / / / / / / / / / / I I I I I I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ ~ "- "- \ \ \ ,..-'. / / / / / / / / ./ ./' \ \ \ \ \ \ \ \ \ \ \ \ " \ '\ / ./ / / - ...- '- - -- --- -- -- - '- -_/ - " \ \ \ I I I I \ \ \ \ I I \ I I I I I I I I I I I I I I I I I / / / / / / / / / / / / / I \ "- "- " " - ---- ....- I I I I I I I I I I I I I I I I I I I I I I / ./ / / / ./ ./ ./ ./ ./ ./ ./' ./' _ .....OtrflINE OF IMPERVIOUS~ _ _ - AREAS TRACED FROM //_----------------------- PERSON COUNTY GIS / / / / / / / / ./ / ./' ./ / / / ./-- / / / / / / / - - - - - -- --- ./ ./ / / / / / / / / / / / / / / --' -- -- - ---- -- -- -- -- -- ------------------ --------- ---- -------------- -----.... --- \ \ \ \ \ \ \ \ \ ------- ------.." ........ -- - ""..----------------- - - --- ---------- - -- - - -... ........ " ........ ........ - -- -- " " " " ........ ........ ..,.... TOPOGRAPHY TAKEN FROM/ ""--"- PERSON COUNTY GIS / / / / / / / / / / / / I I \ \ \ ./ ./ ./ ./ ./ / / / / / - "- \ \ '\ '\ "- "- \ \ \ \ \ \ \ \ \ \ " -- ........ '\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "- -- - " ........ -- "~ - ./' ./' ./' ./' ./' ./ / / / ./ / / / / / I / / I I ./' SITE BOUNDARY (PARCEL # 1 ) I I I I \ I -L \ \ \ \ \ \ \ \ \ \ ) I I I I I 01 ~j I I I I I I I I 10 \) I PERSON COUNlY / / EMS STATION / , ZONING:J~ - - , //./ ~ ./ SITE BOUNDARY /././~ , (PARCEL #1) 8 /// , a::: / '--I---- (f) 6 f} / / / / / / / / / / / / / / I I / / / / / / / / / / / / / / / --_/ ./ / / / ./ ./ ./ / ./ ./ / / / / / / / / / I f I I I I I I / I / / / / / / / / / / / / / / / / / / ./ ./ ./ /-- / / / / ./ ./' / / / I / I I I I I I I I I I I I I I I I I / I I I I I I / ./ / / / ./ ./ ./ ./ ./ ./ / ./ ./ / / ./ / --_./' / / ./ -----t3 z w o a::: <( CD I- (f) w 3: \ , _------1------ / / 1- - - \ \ ........ " ~ "- -... / / -- \ \ "- "- '\ "- "- " - -- 730 -- --- -:~ --- '\ " '- - -- --- -- --- - -- - --- 7'\0 ------ -- ----- 100' R/W I I I I I ! I I I \ I I I I j I I I I I I I I I / / I I I I I { I I I f I I -- I Zls. 50 0 ~ / / { I I / I I I I I \ \ \ I I I ~I "I I I { I I I I I I I / I J I - / ./ ./ / ( I I I 1 I I I I I \ I I I I I I I , { 1 I I I I 0/ [:21 I \ I I ". , v/ , ...... / - ........ - " '-.. " '-... " " " " '-.. "'- "- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ "'- "'- "- '-.. "- "- "- "'- "- '\ '\ "- \ \ \ \ <( \ Z \ CD.....J \ W 0 .....a:: =><( (f)U .....:c (f)~ zO OZ ..... CD ~ Z~ -<( :c:c (f)a:: <(=> ~O 1:C ..... a:: wO UZ - u.. u.......J O.....J :c ~ <(m :co.. ~<( ~GCJ) ...... () t/)2 I-~ o~ --w~ 1-'; J:Q) ------ 0 ~ o::~ <(~ C)~ Z.~ Q) Z~ J:Q) ..c. ..JI- W~ <(0 ---", -- ..... ~ "--- ... - O~ E :E~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~ "'- "- "- "- "- "- "- "- "- '\ '\ '\ \ '\ '\ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I I I I I 1 I I I I / / / -----, // -1----/ , DONAlD WALDO ZONING: R-1 ............ ............ DRAINAGE AREA #1 TOTAL DRAINAGE AREA ACROSS SITE (PARCEL #1) - 7S0 - - -- - -- , , , , , , , , , , , , , , '- , \ I \ \ \ -L -- -- - -- - - - - - ...... - - ./' ...... - ...... ...... - _..------ - - _ 740 -- - - .....- .....- / / / / / / / / / / / / / / -- "- "- ........ ........ -- -- - - - -- ./------ / ./ ./ ./ WAGSTAFF ASSOCIATES ZONING: R-2 --- - - - ------ --- --- --- -=-=- - - _ _ 720 --- :::::--- --- -- - - -- -- ---- --- -- - - ~ t~----------'; - "" "'- "- "- "- "- \ I I I I \ \ \ ) / / / / 1 I I I I I I 1 I C. ld. SOLOIMN ZONING: R-1 / ./' - --- - IPARCEL NO. 21 - - " '-,-,' -...,........ "",......,, "~,I u CA b II" .... ~p ~O''- ~.t:?;i&:\ = SE~~ : : \ 27892 : : ~ e. · = -:. · ~A. ~ ... ~ -:... d\~ ....:~G1N'i~... i'-f.. .: ." ~v ....... ~v ..... """ ~N P. '3~~""" ilzZl~ " """" . , \ \ \ \ \ \ '-. SHOPS \"" \ \ "" \ \ "" "- " "" '-.. " "- ........ ........ ........ " - ........ ........ -- -- -- / / / / --_./ 1..---------- I L__~-------------- ... .t1i. . . ~ ______J_____ I I 1 (') 1 1 1 I I I I I I 1 1 1 1 1/ DRAINAGE AREA TO I I PROPOSED SAND FILTER I 1 1 I I I 1 1 ~(t:~ 1 1 ~ ~ : ~ I I I I _/ I I ./.....------- I I / 1 /. -~ LUIS VILLAlPANDO, JR. ZONING: B-1 '. '~ ", ~, " " ., '-.~ ". t 1\ (;)1 \1 DONALD WALDO ZONING;Y; - - - - - - ~~ ------- ./' ...... I \ I I I I I I { I I IPARCEL NO. 11 ~ '''. SHOPS " ~ ", ". -'. " '........, '>" ~ ......'-, ''''-...' ::--': "" ,~' ',..,~' SITE BOUNDARY (PARCEL # 1 ) i) '-"- "''''' ~ " ''', ~. I ~ ~ - ~ - - --- --- --- r 1) --- (i ~ .------ -.... ...... 61 -- "- ~\ " \ ~ \ \ \ 1 I I I I I I I I \ 1 \ I ,,-_1 \ \ Il \ I \\ DASA HOLDINGS ZONING: B-1 I~ ~ \\ \ \ \ \ \ \ \ \ \ d L \ \ ~ \ I ;1) / I~ /~ : I I I I I I , I ' l '-.. -------- - ~ - - ./ ./ /rPARCEL NO. 31 --- I J I I ---- ---- / . 10. ,. "2:l - b b t--.....f) l.... v MADISON BLVD (US 501) -- -- -- - SITE BOUNDARY (PARCEL #1) -- --- -- -- / -- -- 50 I Scale 1" 100 i 150 -...J -- -- 50' ~' " <( O)Z CO.....J ("')0 LOa:: N<( ffiu 0) or-:C 0)..... u:a:: o z 0:C f'-(9 00 NW N.....J 00<( CO a:: 0) or- 0) - ..... or- 0<( ~Z N::::i o I a:: <( U <( Z:c .....J..... o a:: ~O ()Z :cw ..........J a::.....J 0> zw :c l~ ~ <( :c ~ => o or- o LO W <J<( :5z a..::::i >-0 .....a:: -<( Uu (/) I- Z W ...- Z o t) I- W W I (/) U) <( w 0:: <( w C) <( Z ~ C ~ -- - -- (.) ns LL tn CD (.) -- c: co CD c t/) ~ '- U ~ C ~ 5 ns ~ ~ E Z g ::s U::I: ~ (tJ ~ I (tJ S ~ e o ~ x o a:: >. or-~ ..,0 C~ :::s (tJ o! OJ: c o ~ CD D.. - CD_ fo -..... w en..... cNCO(D E m: .io~~ 0 ; :E .011) ~ u _ZNoci! W In ~co co'" ~ CD E,,!(D~ 1: 3:~~ai i' U _"'cn- m: _::I en < _ C c..... W A- < U (I) Q Z < .... . <II Z Z Z ~ ~ 6 ryjj) A- ID ~ @J) ~ ~@J)Em: ~ ~ ({\Q} ~ ~@J)~<II Uu===))~~ ~ ~ ~~ Gj~ o::~ It) o - m~ Q,,- U):;) Q: W m == :J Z t- W W :I: (/J f'l . ~ Q U