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Home My WebLink AboutSW7091014_HISTORICAL FILE_20100114NORTH CAROLINA Department of Environmental Qua A)j STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW �4 2&Z� � DOGTYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE ❑ COMPLIANCE EVALUATION INSPECTION DOC DATE YYYYMMDD V Tar -Pamlico Stormwater Rule 15A NCAC 28.0258 Last Modified 111/2010 Coastal Plain of the Tar -Pamlico River Basin: Includes Greenville and Washington as well as Pitt and Beaufort Counties Total Nitrogen and Total Phosphorus Loading Calculation Worksheet (A ompatted) Project Name: First United Methodist Charch - Phase I E.vpansion �•'t ; /i� Date: 1213012009 By: Pamlico Engineering Services, PLLC Checked By: Marie Peedin, PE Directions (.same for pre -development and post -development tables): > linter the acres of each type of land cover in the green boxes. The spreadsheet will calculate akft}ju*values in I W(Olue. > Compare total areas of development in pre- and post- tables for consistency (bottom of column (2)), and a nsistency with the site plans. If all of these values are not the same, there is an error that must be corrected. > Unless drainage onto the development from offsite is diverted around or through the site, ol1'site catchment area draining in must be included in the acreage values and treated. Pre -development: y(1)�(2): ,., (3) 'h+ a�;'d^t (4) r ',„ s , (5) s ,:(6y Type of Land Cover ' ` Area S.M. Formula Average EMC' Column. Average EMC Column ,, t!F. acres 0:5139.11 �='of7N m L'` 2 •, 3 i 4 '1iofTP. m L 2 - 3 ! 6' 6ransportatiop impervious 0.54 2.60 0.01 0.19 0.00 tv , Roofim'pervtous c `'t.yr 0.54 1.95 0.00 0.11 0.00 Managed. pervious R.' (lawti/landscaped)'"' 0.54 IA2 1.35 0.28 0.27 ... Managed pervious 0.54 4.23 0.00 1.23 0.00 " (cropland) Managed`pervtous '•" t • 0.54 2.04 0.00 0.62 0.00 ,m's(pnsture) _ ,n .;rMt t555�"`x n x; •,•,Wooded, pervious �'':' �' + u 1+' 't 0.54 0.95 0.00 0.14 0.00 - ."� h i ''. = " 1'u^TN Loading TP Loading Fraction In p rvtous (1) 0.00 1.35 ,E ?,tm'(lb/yr)= 0.27 _ Area of Deveuopmen[, n 1.77 +I -.t� t TN Exp. Coe(f. t`" 0.77 TP Eap. CoefT tt `' 0.15 ,Total M + (Ib/ac/ = . Iti/ec/ r'x' Post -development: 'fl (1) t '� b �,: t.((2)l W:A (3) t K; t(4) Y. ,ilk I'15):" i a +rF(6)F Y+ rl'A'�' (7) Y'3i•: Type of Land Cover Area S.M."Formula Average EMC Column Average EMC , Column , ; %.S.s acres 'ofTN m l;),., 2 of-TP" m L ; 2-'i 3 �6 41 .Transportation impervious q ct { f rt 5.54 2,60 8.35 0.19 0.61 " 1Roof impervious ` s 5.54 1.95 4.26 0.11 0.24 ,2 ' Mnnaged"pervtousti r* 4'+, 5.54 1.42 6.21 0.28 1.22 ,l ai Wooded pervious 'd0 . rr 5.54 0.94 0.00 0.14 0.00 :1'x F TN Loading ° TP�L ading iieti n Imp o pervtus(I)= 0.55 IS.83 2.08 ,m�Y, ='+ r (lb/yr);- t Total Area ofDevelopmeat =J s 1.77 ,.,+ a t ' -TN Exp. Coe f . •+ 10.67 TP Exp. COW.. 1.18 •�• °m k;4•;p r :... s A (Ib/ac/yrf= (Iti/adyry= Note: The nutrient loading goals arc 4.0 Ib/ac/yr for TN and 0.4 Ib/ac/yr for TP. If the post -development nutrient loading is below these levels, then no BMP is necessary. Otherwise, the next worksheet calculates post -development TN and TP loadings after BMPs are installed. 11D .... .. . -- ., �. _ ,. .. . , .., .,. � ,. � � O Tar,�amlico Stormwater Rule 15A NCAC 2B .0258 Last Modified 5/23103 Coastal Plain of the Tar -Pamlico River Basin: Includes Greenville and Washington as well as fill and Beaufort Counties BMP Removal Calculation Worksheet (Automated) Project Name: First United Methodist Church - Phase t Expansion Dutc'. 1213017009 By: Paudico Engineering Services, PLLC Checked By: Marie Peedin, PE Directions: > It may be advantageous to split the development into separate catchments to be handled by separate BMPs. The (allies below allow the development to be split into as many as three catchments, and can be copied for greater than three. NOTE: Unless runoll' (lowing onto the development from offsite is routed separately around or through the site, the olfsite catchment area draining in must be included in the acreage values of the appropriate land uses) and treated. > Above each table: Enter the catchment acreage in the top green blank. Baud on a comparison of the post -development TN and TP export coefficients you calculated above to the role requirements of 4.0 Ib/ac/yr TN and 0.4 Ib/ac/yr TP, select BMP(s) from the list for treating the catchment runoff- Enter the chosen BMP(s) nutrient removal rates in the green blanks. If mum than one BMP is to be used in series, the combined removal rates will be calculated automatically in the blue blanks. > Catchment Tables: Enter the acres of each type of land cover in the green boxes. The spreadsheet will calculate all of the light blue boxes. NOTE: Compare the Total Catchment Acreage for the Development (final table) to the value you established in the pre-BMP worksheet tables, and also to the site laps, for consistency. All ofthese values need to be the same ...,�,` TN TP. `.. Design Standard :. BMP '! Wet Detention Pond - 25 40 NC (IMP Manual r. Nutrient SlormN'ater Welland 40 35 NC BMP Manual Removal Send Filtera 35 45 NC RMP Manual �,+'r Ilroretautio%i F lit 40 45 Rates NC BMP Manual a Drags Swales 20 20 NC RMP Manual 'A'egetated^Fillcr Strip w/ 20 35 . 'Level Spreader . NC RMP Manual 10 10 NCRMP Manual Catchment 1: Total acreage ofcatchment l n,&L77ti %s, ac First BMPs'IN removal rate y; q 401, First BMPs TP removal rate '_ p 45 ti',; /o Second BM Ps TN removal rate '.„0_g+L'� % Second RMPs'fP removal rate Third BMI's'rN removal % Third BMPs TP removal rate a5 "k 0 "( % TOTAL IN REMOVAL RATE = 40 % TOTAL TP REMOVAL RATE = 45 % '1"'(2) 0v '.lt`(3) I i%. (4) w 'iMk °'if5) ' "� �' r (6). �', o. ^�. t(7) ¢1�r' Type of Land and Cnver% t Catchment S M.Tormula .le3verage ENIC' •" lumn " Co \verage FMC Column . Acreage 0.51+9.11 t of TN /L m : 2 3 4 'of-rP m I: (2)•(3)-( 6 i %7 rills ormhun rm crrious P P r• �-r g F 2' 5.55 2.60 5.37 0.19 0.61 Roof%mpenious �� 5.55 1.95 4.33 0.11 0.24 Nianag<d Pervious \ ILI�M 5.55 1.42 5.91 0.28 1.17 Wooded 5.55 pervious" ti ,p-# e1SS*.kf�E; 0.94 0.00 0.14 0.00 Aren,taken up byRMl 5.55 1.95 0.43 0.11 0.02 it 1 �L[, �LF'f.�S YkSV Fraction Impervious (I) ( 0.55 . Pre-IIMP TN �, 'ILoad,(Ib/yr).= 19.04 f're-13�IP:I'I' 2.05 • %:a �. ,n'11,t _ Load ,(Ib/yr)„= otal Area of Development=' 1.77 "Pre-BNIP TN 10.76 Pre-RMPTP 1.16 Export(Ib/ac/yr) Export(Ib/ac/yr) %Post=RMPTNe Post RMl'''fP Load(lb/yr)= I1.42 1-08d (Iblyr)= 1.12 r Is"; ' "' " ' 1. s 'r' t Post BMPTN Export 6.45 Post-BMP TT' 0.64 i,. , • (Ill/ac/yr) Aiporl (Ill/ae/yr) Tar -Pamlico Stormwater Rule 15A NCAC 28 .0258 Average of Nutrient Loadings from the Catchments: Last Modified 5123/03 'Catchment PosG11M1 [lost BDIP'-�' ' Acreage 'I,N_Loading IT Loading' �Calebmenil,, -r,� 1.77 6.45 0.64 i ih �•. Catm chment 2.. IIAO 6.26 0.37 t 0.00 0.00 0.00 _,Catchmentr3 FOR UF.\'ELOPMEN'F 1.77 6A5 0.64 Note•. The nutrient leading goals are 4.0 Ib/ae/yr for TN and 0.4 Ib/aelyr for 3'P. If the post -development nutrient loading is below these levels, then the BMPs planned are adequate. Otherwise, additional BMI's and/or modifications in development plans are required_ For DENR Use ONLY Reviewer: North Carolina Department of Environment and Natural Resources seanir NC®ENR Request for Express Permit Review n" e Confum FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application Dackaae of the project location. Please include this form in the application package. • Asheville Region -Alison Davidson 828-296.4698;alison.davidson(dncdenr.gov Permits of request • Fayetteville or Raleigh Region -David Lee 919-791.4203; daviddeeng ncdenrgov • Mooresville & -Patrick Grogan 704-663.3772 or patrick.groganOncdenrgov SW SW • Washington Region -Lyn Hardison 252.946-9215 or lyn.hardison(7a ncdenrgov SW • Wilmington Region -Janet Russell910-350.2004 or/anet.russella(7ncderingov NOTE: Project application received after 12 noon will be stamped in the following work day. S"JL ki `l.i E VE D Project Name: FIRST UNITED METHODIST CHURCH BUILDING ADDITION County: BEAUFORT Applicant: FIRST UNITED METHODIST CHURCH Company: _ JAN 14 2010 Address: 304 W 2Ne ST City: WASHINGTON State: NC Zip: 27889_ Phone: 252.946.3311, Fax: _ _ Email: _@_ DWQ Physical Location:304 W 2ND STREET PROJ # Project Drains into PAMLICO RIVER waters - Water classification _ (for classification see-hftp:/ih2o.enr.state.nc.us/bims/reports/reportsWB.html) Project Located in TAR PAM River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N, or within 1 mile and draining to class HOW waters? N Engineer/Consultant: MARIE U PEEDIN Company: PAMLICO ENGINEERING SERVICES, PLLC Address: 128 ABBEY LANE City: WASHINGOTON State: NC Zip: 27889-_ Phone: 252-945-2983, Fax: 252-974-7618 Email: oesolic@embargmail.com SECTION ONE: REQUESTING A SCOPING MEETING ONLY ® Scoping Meeting ONLY ® DWO, ❑ DCM, ❑ DLR, ❑ OTHER: _ SECTION TWO: CHECK ONLY THE PROGRAM IS) YOU ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Welland (_linear it or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)J ❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems ® High Density-Bio-Retention 1 # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems ❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permil s) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use)) SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoainct and express meeting request) Wetlands on Site ❑ Yes ® No Wetlands Delineation has been completed: ❑ Yes ❑ No US ACOE Approval of Delineation completed: ❑ Yes ❑ No Received from US ACOE ❑ Yes ❑ No Buffer Impacts: ® No ❑ YES: —acre(s) Isolated wetland on Property ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit For DENR use only Fee SPih for multiple permits: (Check# 1 Tntar Fm emnrrnr t SUBMITTAL DATES Fee SUBMITTAL DATES Fee CAMA S Variance (❑ Mal; ❑ Min) g SW (❑ HO, ❑ lD, ❑ Gen) $ 401: g Los $ Stream Deter,_ g For DENR Use ONLY North Carolina Department of Environment and Reviewer: Natural Resources s°br NC®ENR Request for Express Permit Review Thno Confirm: FILL-IN all the information below and CHECK the Permits) you are requesting for express review. FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative site plan (PDF rile) and vicinity map (same items expected in the application package of the project location. Please include this form in the application package. • Asheville Region -Alison Davidson 828-296.4698;alison.davidson(a_ncdenr.gov • Fayetteville or Raleigh Region -David Lee 919-791.4203; david.leeU),,ncdenr.gov • Mooresville & -Patrick Grogan 704-663.3772 or patrick.grogan(@-ncdenr.gov • Washington Region -Lyn Hardison 252-946-9215 or lyn.hardison(ancdenr.gov • Wilmington Region -Janet Russell 910-350.2004 orianet.russeil(@ncdenr.gov NOTE: Project application received after 12 noon will be stamped in the following work day. Enter Related SW Permits of request SW SW SW - r VE D Project Name: FIRST UNITED METHODIST CHURCH BUILDING ADDITION County: BEAUFORT Applicant: FIRST UNITED METHODIST CHURCH Company: _ JAN 14 2010 Address: 304 W 2ND ST City: WASHINGTON. State: NC Zip: 27889-_ Phone: 252-946-3311, Fax:-----, Email: _@_ DWQ Physical Location:304 W 2ND STREET PROJ # Project Drains into PAMLICO RIVER waters - Water classification _ (for classification see-ht!p://h2o.enr.state.nc.us/bims/reporls/reportsWB.html) Project Located in TAR PAM River Basin. Is project draining to class ORW waters? N, within Y2 mile and draining to class SA waters N, or within 1 mile and draining to class HOW waters? N Engineer/Consultant: MARIE U PEEDIN Company: PAMLICO ENGINEERING SERVICES, PLLC Address: 128 ABBEY LANE City: WASHINGOTON State: NC Zip: 27889 Phone: 252-945-2983, Fax: 252-974-7618 Email: pesDIIC@embargmail.com SECTION ONE: REQUESTING A SCOPING MEETING ONLY ® Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING 714011 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Certification ❑ Isolated Weiland (_linear it or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)] ❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems ® High Density-Bio-Retention 1 # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems ❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide Permit 4) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK # (for DENR use)) SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scopinn and express meeting request) Wetlands on Site ❑ Yes ® No Wetlands Delineation has been completed: ❑ Yes ❑ No US ACOE Approval of Delineation completed: ❑ Yes ❑ No Received from US ACOE ❑ Yes ❑ No _ For DENR use Fee Split for multiple permits: (Check# 1 Buffer Impacts: ® No ❑ YES: —acre(s) Isolated wetland on Property ❑ Yes ® No 404 Application in Process wl US ACOE: ❑ Yes ❑ No Permit Total Fee Amount S SUBMITTAL DATES Fee SUBMrTTAL DATES Fee CAMA $ Variance (❑ Maj; ❑ Min) $ SW (❑ HO, ❑ LD, ❑ Gen) $ 401: $ LDS $ Stream Deter— $ For DENR Use ONLY J&T Reviewer � North Carolina Department of Environment and sucmt: Natural Resources NCDENR Request for Express Permit Review Tne Confirm: FILL-IN all the information below and CHECK the Permil(s) you are requesting for express review. FAX or Email the completed form to Express Coordinator along with a completed DETAILED narrative site plan (PDF file) and vicinity map (same items expected in the application package of the project location. Please include this form in the application package. • Asheville Region -Alison Davidson 828.296-4698;alison.davidson(ncdenr.gov • Fayetteville or Raleigh Region -David Lee 919-791.4203; david.lee(rDncdenngov • Mooresville & -Patrick Grogan 704-663-3772 or patrick.groganil2incdenr.gov • Washington Region -Lyn Hardison 252.946-9215 or Iyn.hardison(a).ncdenr.gov • Wilmington Region -Janet Russell 910-350-2004 or janet.russell(rDncdenr.gov NOTE: Project application received after 12 noon will be stamped in the following work day. Permits of request SW SW SW SW SW Project Name: FIRST UNITED METHODIST CHURCH BUILDING ADDITION County: BEAUFORT riIN'PIr.00 Applicant: FIRST UNITED METHODIST CHURCH Company: _ JAN 1 L 2010 Address: 304 W 2ND ST City: WASHINGTON, State: NC Zip: 27889-_ , Phone: 252-946-3311, Fax:_- __, Email: _@_ C�' Physical Location:304 W 2ND STREET Nost�++ DENR Project Drains into PAMLICO RIVER waters - Water classification (for classification see htto'1/h2o enr state nc us/bimslreuorts/reportsWB.himl) Project Located in TAR PAM River Basin. Is project draining to class ORW waters? N , within Y2 mile and draining to class SA waters N or within 1 mile and draining to class HQW waters? N Engineer/Consultant: MARIE U PEEDIN Company: PAMLICO ENGINEERING SERVICES. PLLC Address: 128 ABBEY LANE City: WASHINGOTON. State: NC Zip: 27889 Phone: 252-945-2983, Fax: 252-974-7618, Email: f)esollc@embaramail.com SECTION ONE: REQUESTING A SCOPING MEETING ONLY Z Scoping Meeting ONLY ® DWQ, ❑ DCM, ❑ DLR, ❑ OTHER: _ SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING ❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions ❑ 401 Water Quality Cer6ficabon ❑ Isolated Wetland (_linear It or _acres) ❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance ® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other ❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW _ (Provide permit #)] ❑ High Density -Detention Pond _ # Treatment Systems ❑ High Density -Infiltration _ #Treatment Systems ® High Density -Bio-Retention 1 # Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems ❑ High Density -Other _ # Treatment Systems /❑ MOD:❑ Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Provide permit 9) ❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information ❑ Upland Development ❑ Marina Development ❑ Urban Waterfront ❑ Land Quality ❑ Erosion and Sedimentation Control Plan with _ acres to be disturbed.(CK It (for DENR use)) SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for troth scoping and express meeting request) Wetlands on Site ❑ Yes ® No Wetlands Delineation has been completed: ❑ Yes ❑ No US ACOE Approval of Delineation completed: ❑ Yes ❑ No Received from US ACOE ❑ Yes ❑ No For DENR use only Fees lit for multiplepermits: check# Buffer Impacts: ® No ❑ YES: —acre(s) Isolated wetland on Property ❑ Yes ® No 404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit Total Fee Amount $ SUBMITTAL DATES Fee SUBMfTTALDATES Fee CAMA $ Variance (❑ Mai; ❑ Min) $ SW (❑ HO, ❑ LD, ❑ Gen) $ LQS $ Stream Deter— $ NCDENR EXPRESS March 2009 WIMCO Corp JOB/ SUB JOB NO. CO DIV VENDOR REFERENCE CHECK NO. 1 0 4203 INV NUMBER INV DATE DESCRIPTION GROSS AMOUNT DISCOUNT NET AMOUNT DETACH AND RETAIN THIS STATEMENT THE ATTACHED CHECK IS IN PAYMENT OF ITEMS DESCRIBED ABOVE TOTALS IF NOT CORRECT PLEASE NOTIFY US PROMPTLY. NO RECEIPT DESIRED ��,,�,��,,��I��► WIMCO Corp wACHOVIABANK, N.A. 66021630 GTON, NC 2533 West 5th Street wnsBRANCH 03 567889 PO Box 121 Washington, NC 27889-0121 CHEC DAT CHECK NO �Z �%G 4203 PAY TO�C7 ] THE /V ORDER OF "IL,20 3,11 1:0530002191: 208227007L.SPmS' 11 Storm Sewer Tabulation Page 1 Station Len Drng Area RnoH coeff Area x C Tc Rain (1) Total flow Cep full Vol Pipe Invert Elev HGL Elev Gmd / Rim Elev Line ID Line i e Incr Total Incr Total Inlet Syst Size Slope On Up Dn Up On Up (ft) Jac) Jac) (C) (min) (min) (In1hr) (cfs) (cfs) (ft/s) (In) (%) (ft) (N) fNl Ift1 (it) (N) 1 End 42.000 0.20 0.20 0.90 0.18 OAS 5.0 5.0 8.0 1.45 4.35 3.59 12 0.71 3.25 3.55 3.76 4.06 5.50 5.00 2 End 46.000 0.74 1.24 0.71 0.63 1.02 5.0 5.6 7.8 7.94 8.95 5.73 18 0.35 3.00 3.16 4.08 4.28 5.50 5.00 3 2 107.0 0.50 0.50 0.98 0.49 0.49 5.0 5.0 8.0 3.94 3.75 3.21 15 0.34 3.16 3.52 4.99 5.39 5.00 5.00 �v 6 f•' �� ") Zix Project File: PIPES.stm Number of lines: 3 Run Date: 11-18-2009 NOTES: Intensity - 78.50 / (Inlet time + 12.30) A 0.80; Return period = 10 Yrs. c = cir e = ellip b = box HyaratIM Stwm Sewers etlarwm %6056 Storm Sewer Summary Report Pave t Line No. Line ID Flow rate (cis) Line size (In) Line shape Line length (k) Invert EL Dn (k) Invert EL Up Ik) Line slope N HGL down (k) HGL up (it) V Minor loan (k) HGL Junct (k) One Onlin No. Junction T Type 1 2 3 1.45 7.94 3.94 12 18 15 Cir Clr Cir 42.000 46.000 107.000 3.25 3.00 3.18 3.55 3.16 3.52 0.714 0.348 0.336 3.78 4.08 4.99' 4.06 4.28 5.39' n/a We 0.16 4.331 4.991 5.55 End End 2 7DtopGrate ropGrate Project File: PIPES.stm Number of lines: 3 Run Date: 11-18-2009 NOTES: Return period - 10 Yrs. ; 'Surcharged (HGL above crown). ; i - Inlet control. HyErsA w Sloan Sewers EMeesbn MOE6 Storm Sewer Profile Pmi file. DIDFC tee.., Elev. (ft) 12.00 - 0 8 b - - Olt z 5 ?; g $0 + ujw tq K b� M c CD 12.00 10,00 10.00 8.00 - — - 8.00 - 6.00 4.00 - 4.00 2.090Lt • 12' @ 0.71% 2.00 — 0 10 FIGL 20 30 40 50 60 70 Reach (ft) 80 90 100 2.00 Sewer Profile Pr0j. file: PIPES.stm r Elev. Ll dal o t o rn ( "u O `y ax z -g 8 (ft) $ S N�g 1.00 8VY g8 ui as b 5 8( 5 w -- �uiu v2 Kg= y 0 8'i WW 9.00 — 7.00 — 5.00 — 1'00 — °° 07_0001.f= 0.34% 40.0000- S .00 i00 125 150 HGL Reach (ft) 11.00 7.00 5.00 1.00 175 Hydraf ow Storm Sewers Extension Storm Sewer Profile PrOJ. file: PIPES.stm N Elev. H. 1 11.00 9.00 7.00 5 50 75 100 125 1.00 HGL 150 175 Reach (ft) (ft)$�� 9 N 1.00 . c � (�9 � � c 55 00 MM 8 ON We7W � NM E♦;� � WW N cc� 9.00 — 7.00 — 5.00 _ _ _ nyeratrow storm Sewers Extension Pamlico Engineering Services, PLLC 128 Abbey Lane WASI HNGrON, NC 27889 PHONE (252)945-2983 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ioiunar ;•IU i •. NOV 1 9 2009 ❑ ❑ Sam Specifications Shop drawings ❑ Prints ®Plans ❑ Samples ❑ S P ❑ Copy of letter ❑ Change order THESE ARE TRANSMITTED as checked below: Resubmit _ Copies for approval ® For approval ❑ Approved as submitted ❑ P [I For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ [I FOR BIDS DUE 20_ ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please call if you have any questions. Marie U. Peedin, PE. 7n" w� NCDENR North Carolina Department of Environment and Beverly Eaves Perdue Governor Mr. Frederick howdy, Jr. First United Methodist Church 304 West Second Street Washington, NC 27889 Dear Mr. Howdy: Division of Water Quality Coleen H. Sullins Director November 9, 2009 Natural Resources Dee Freeman Secretary Subject: Request for Stormwater Application Stormwater Review SW7091014 Proposed First United Methodist Church Addition Beaufort County This office received a copy of your Sedimentation R Erosion Control application and plans for a proposed building addition at First United Methodist Church located in Washington, NC on October 21, 2009. North Carolina Administrative Code 15 NCAC 21-1.1000 requires that any project located in a coastal County that must receive either a Sedimentation and Erosion Control Plan approval and/or a CAMA Major permit apply for and receive a Stormwater Management Permit by the Division of Water Quality. To obtain a Stormwater Permit you must submit a completed application, application fee of $505.00, two sets of plans and specifications showing the proposed project and all stormwater treatment units along with engineering calculations and a narrative description. The application package should be received by this office prior to December 9, 2009. If an application package is not received by this date we will consider the project incomplete. We also have an Express Permitting program. If you are interested in this program you may contact Ms. Lyn Hardison, One Stop Permit Coordinator, at 252-948-3842. Any development of the site prior to receipt of the required permit will constitute a violation of 15A NCAC 2H.1000 and North Carolina General Statute 143-215.1 and may result in appropriate enforcement action including civil penalty assessment of up to $25,000 per day. If you have questions, please feel free to contact me at (252) 948-3923. Sincerely, Roger K. Thorpe Environmental Engineer Washington Regional Office cc: ✓Washington Regional Office Pamlico Engineering Services, PLLC North Carolina Division of water Quality Internet tc�co'. ncw1terqumlit or. 943 Washington Square Mill Phonc: 252-946-6481 One Washington, NC 27889 FAX 252-946-9215 NorthCarohna An Equal OpportunitylAffrmative Action Employer -50%Recycled110% Post Consumer Paper Naturally CWA�)rC—IAL RESPONSIBILITY/OWNERSHIP FORM SEDIMENTATION POLLUTION CONTROL ACT No person may initiate any land -disturbing activity on one or more acres as covered by the Act before this form and an acceptable erosion and sedimentation control plan have been completed and approved by the Land Quality Section, N.C. Department of Environment and Natural Resources. (Please type or print and, if the question is not applicable or the e-mail and/or fax information unavailable, place N/A in the,lilari`7 q;?ED, Part A. OCT 2 12009 1. Project Name First United Methodist Church Bldg Addition 2. Location of land -disturbing activity: County_Beaufort City or Township!'Washington_ Highway/Street 3rd St Latitude 35.544885 Longitude 77.057629 3. Approximate date land -disturbing activity will commence: Dec 2009 4. Purpose of development (residential, commercial, industrial, institutional, etc.):_ Commercial_ 5. Total acreage disturbed or uncovered (including off -site borrow and waste areas):1.77 6. Amount of fee enclosed: $ 130 . The application fee of $65.00 per acre (rounded up to the next acre) is assessed without a ceiling amount (Example: a 9-acre application fee is $565). 7. Has an erosion and sediment control plan been filed? Yes No Enclosed_x_ 8. Person to contact should erosion and sediment control issues arise during land -disturbing activity: Name Rick Howdy Telephone 252-946-331 E-mail Address_rickhowdy@drhowdy.com; _ _ Cell # _ _ Fax # 9. Landowner(s) of Record (attach accompanied page to list additional owners): FUMC 946-3311 Name Telephone Fax Number 304 W Second Street Current Mailing Address Current Street Address Washington NC 27889 City State Zip City State Zip 10. Deed Book No._789_ Page No._657 Provide a copy of the most current deed. Part B. Person(s) or firm(s) who are financially responsible for the land -disturbing activity (Provide a comprehensive list of all responsible parties on an attached sheet): First United Methodist Church Name E-mail Address 304 W. 2n° Street RECEIVED Current Mailing Address Current Street Address OCT 1 6 ?009 Washington NC 27889 City State Zip City State LAND QUALTY 02CTZI". 946-3311 WAMNGTON RECIONAL OFFICE Telephone Fax Number 2. (a) If the Financially Responsible Party is not a resident of North Carolina, give name and street address of the designated North Carolina Agent: Name Mailing Address City State E-mail Address Current Street Address City State Zip Fax Number (b) If the Financially Responsible Party is a Partnership or other person engaging in business under an assumed name, attach a copy of the Certificate of Assumed Name. If the Financially Responsible Party is a Corporation, give name and street address of the Registered Agent: Name of Registered Agent E-mail Address Current Mailing Address Current Street Address City State Zip City State Zip Telephone Fax Number The above information is true and correct to the best of my knowledge and belief and was provided by me under oath (This form must be signed by the Financially Responsible Person if an individual or his attorney -in -fact, or if not an individual, by an officer, director, partner, or registered agent with the authority to execute instruments for the Financially Responsible Person). I agree to provide corrected information should there be any change in the information provided herein. Type or print name Title or Authority y� ES /C Signature Date ' I, �M S. �n ers0 a Notary Public of ttth++"e County of State of North Carolina, hereby certify that FrecPricklidv Jr. appeared personally before me this day and being duly sworn acknowledged that the above form was executed by him. Witness my hand and notarial seal, this I I' K` day of 00- - L er , 20 0 q No a Seal n My commission expires \' `3 Zo I o \j ELEV OF TOP OF j— Cleanout 91 0 RETENTION 5.8 1 2 ELEV OF BOT-OF 2 pg. 4 r ELEV I FILTE 2' MIN' Woshed 57 stone envelope JAN 2 6 2010. PI?OJ,O W4K'Q O OVER FLOW STRUCTURE .SEE DETAIL r— Storage zone l EKIST STRUCTURE TO BE REWAT MiTM WEN MALL AS DETAILED W OVER. ROW STRUCTJK 6' unlined, slotted PVC Permeable filter fabric lining entire bloretention cell over envelope BIO- RETENTION BASIN DETAIL (N:.T.S CAROfr, ee 5 P: ,,,,5 AFTERFEACH PERIKM T APS SAND ERNN4FAIOO RFMOr A� :$epNENi-AND RESTORE TRAP. TO ITS ORIGNAL DIMENSIONS WHEN THE SEOMENi HAS ACCUNULATEO TO ONE-HALF THE OESKN DEPTH OF TIE -TRAP. PLACE THE SED'LIEM THAT M REMOVED W A CESICJUTED WSFW AREA AND R ACE THE-CoITA NATED PART OF THE MAVEL FACING. CHECK THE STRUCNRE FOR DAMAGE FROM EROSION M PIPING. PEPoOCICALLY CHECK THE DEPTH OF THE SPRLWAY TO ENSURE 17 M A MIMMUTA OF 1.5 FT BELOW N. LOW P T, OF THE. EMBANKMENT. UmMATRY. F U'MY SETTLEMENT OF THE EMBANKMENT TO SUFHTLY ABOVE DEVON MADE ANY RIP RAP OSNACED " THE SPILLWAY MUST BE. REPLACED IMIAEOIATEIY. STA81 M THE EMBANKMENT AIRI: ALL DGTMsED AREAS ASOVE. THE ,EamE DONS EAN FRON THE TRAP'WMX ELY A CO,SULTON METH FTEN Vinson, Scott From: Pamlico Engineering Services [pespllc@embargmail.com] Sent: Tuesday, January 26, 2010 1:16 PM To: Vinson, Scott Subject: revised bio retetion detail as requested Attachments: bio retetion.jpg Scott Here is the revised detail as we discussed. Thanks for the help Marie Peedin, PE Pamlico Engineering Services, PLLC 252-945-2983 JAN 2 6 2010 DWQ PROD #