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Home My WebLink AboutSW7120114_HISTORICAL FILE_20120216STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE El CURRENT PERMIT ❑ APPROVED PLANS HISTORICAL FILE DOC DATE �geel YYYYMMDD Pamlico Engineering Services, PLLC 128 Abbey Lane WASHINGTON, NC 27889 PHONE (252)945-2983 Enggineel i n gv, ovices To: Date: 2/16/12 Job No. 11021 NCDENR - DWQ Attention : Bill Moore FEB 16 201 WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Copy of letter ❑ Change order ❑ ED 2 DWQ-WARO ❑ Specifications COPIES DATE No DESCRIPTION 2 1/19/12 Application first 3 sheets 2 NARRATIVES reivsed 2 PLANS THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please call if you have any questions. I found needed revisions when I received the city's comments. Please update the original package. Marie U. Peedin, PE. r � i • j I ? z _ 0 G r- Y Tar -Pamlico Stormwater Rule 1 5A NCAC 28.0258 Last Modred 211412012 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 (Automated Project Name: Family Dollar Washington F E B 1 Date: 111212012 By: Pamlico E!&E! riM Services, PLLC Clucked By: Marie Peedin, PE Dlredlons (same for pre -development and posf-deHelapnwW tables): > Enter the acres of each type of land cover in the green bones. 11w spreadsheet will calculate all of the values in light blue. > Compare total arms of development in pre- and post- tables for consistency (bottom of column (2)� and also for consistency 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 divertcd around or through the site, offsite catchmerrt area draining in must be included in the values and treated. e-development: 1 y LYand Cover Z M IFarmula, EMG- .Oiurtrp. VCrage IL141C a ' ON ofyliv mi y, acres t);Sgs 2 + Ofr.7�w !": 1 tans ti?idtpervious 0.00 0 51,2.60 0.60 0.19 Rost imp b 0 S1 1.95 0 00 0.11 AN Managed,�perviorrs ew ,, 0:51 1.42 ., 0.60 0.28 0.00' . ,� Manervi age drpous s{f pia 0.51 4.23 0.00 1.23 6.W ` I'Vlarraged�pervrou 1.33 0.51 2.04 138 0.62 _ 0.41 (pasture) )ONoodE'�rviorrs WE0.51 ` 0.95 0.2I 0.14 0.83 ' r pgrwiaus.(I) = MrniOnlim :0 OQ ?1 d1 r� 1.59 0 45 (1bA (Ib 7'otal;Area oi�Deyrt 176 p "Iac/yr) 0 90 r Q.26 , J . _ (Ib/aclyr) Post-develop(((ment: e ofalaand"G4ver ( A /�\ orals` 14 1�vsra INN' Golum Avert Column acres0 51 f 1'N i Transportation Imliervivus 4.4 3 82 2.60 4.57 0.14 033.. , Raof�lrner'vlous 0.113 3.82 1.95 134 0.11 008" Ma ged1perveons Q:fi9 3.82 IA2 3.74. • 018 yVood6d;pervinus 0.43 3 82 0.% 1:54 0.14 013 To n Ln a r"�sbiY 036 s tea, l 1. i9 gua�� t.38 ` Totaf Aria bf Develaprrrsrrt . ._ 1.76p� 6.36 li 0 78: - Note: The nutrient loading goals are 4.0 lb/actyr for TN and 0.4 lWac/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. 6 2012 WAR( _ `>!{'•1'.. lu.. i,:',4'r+'1...-_ � - �[ .f - .� � t'. f N A 'i"lF:� v } .. � i.Y! r.' �`.i'.ii`i'x'�.'tfii .+ '1, S'-� � � - .";1 .i.r: ] � •rf h'�.C7 i) �r' �'•j 1,. ••i. ,a ' I :i�.'. �� r.':?.r' lli_ �"y iY .J'`, - ♦ - w ,_: R -• .r , s - a n.1. w'' •, i _ y Y ._ .. . _ a t A Fa�,.t y ,.. .,� .:'. 4'. 1? F" !�. .7. •, {' � '1 1.�'! L,,i ' r .-�. .�r„t+.' . r[; C' i. ... .i ? .,�-•1. _ ��'- '.��.. 'J .� ,' " r . . . 1.'Ii; , .}, • t, �1� - �. ':.. -. . , J+l l,. -I-. .3��' :J' ' i _ � .. - r!r♦' . .. J a 'P, i' '! �, _, .r ' :I': � _'r` s, , 1. ' �•'' � :..,r�1F i• ' .. ._-.. ��u ... -�. if �" J`� T.-'r �+ .»- - - - 1r.� .� - ... - 1 .1 ' 1 n + f ..� i_. ,a ,•1i- 1''J•', Via..'; cli+ ,1 •, .. ?_� ��i_, � a� .� .'.t • (- _.��':,�•- ' � �.. _F. ' I -•-•�•• _ _ �f .._ .. � ., ._, !� �- r.'r fy 'P ,•l i •'It ^ . ♦ l4.Z4 � ". •., • r .. ♦f •�!'. 1 1 r _ _ ' 41x.f1 LL. ,i. ' �... f ' f u,r 1' - 1'.v!+, •41,' 'xY . - • ' r.. w : _ w•-_crd- . r y...w ..._ �._ y, - . -_r< .+�.. _ r. � s .. w• - +... ._ _ , _ � . •. a .. s � _ Ij I 1 * ,.J.. • . a • M w - - . t_• Y , w_, . cy. a r.. . _ Yi+ _ - ....._. u- ✓ ., a.. r _a. J_. ` n,., f^, . i t • . , - . ? `� 1 Y .'fi ;, ,- !' r ' ' , : v.� r F : _. r', fi `YEL:'!i - J . .;,'.t r ..I,aL . .. A.'-:.. i. .ii :' . An Slit,, - .: /�• _ W, .9{'.-.ii .+_ rY'•-., ....., '!!`�,r'1-� .•1. i` 'rr!...'.363� - . ! Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258 East Modified 5123103 Coastal Plain of the Tar -Pamlico River Basin: Includes Greenville and Washington as well as Pitt and Beaufort Counties BMP Removal Calculation Worksheet (Automated) Project Name: Fandly dollar Washi on 1 T T Date: 211412014 By: Pamlico Engineering Services, PLI.0 Checked By. Marie Peedin, PE APirecdons.- > It may be advantageous to split the development into separate catchments to be handled by separate BMK The tables below allow the development to be split into as many as ouee eatdureeids, and can be copied for greater than three_ NOTE: Unless rrmoff flowing onto the development from offsite is routed separately around or through the site, the ensue eatdmrent arse draining in must be included in the acreage values of the appropriate land use(s) and treated. > Above each table: Enter the catchment acreage in the top green blank. Based on a comparison ofthe po*devebrpmmt TN and TP export coefficients you calculated above to the rule requirements of 4.0 lblacJyr TN and 0.4 lhhrlyr TP, select BMP(s) five the list for treating the catchment runoff Enter the chosen BMP(s) nutrient removal talcs in the gram blmelm if more than one BMP is to be used in series, the combined removal rates will be calculated automatically in the blue blanks. > Catchtneut Tables: Enter rite acres of each type of land cover in the grew boxes. The spr®dshaet will calculate all of the tight blue boxes. NOTE: Compare the Total Cadchment Acreage for the Development (final table) to the vane you establisbW in the pro-BMP worksheet taNcs, and also to the site for carts' . All of these values creed to be edit same i Y T�f D&R-Standd�ard a'M.- idLVi�r� DePoZ$ 40 NC BMP Manual BMP KNO at C Nutrient • � water , t1gd' 40 35 NC BMP Manual Removal Seiid'+e 35 45 NC BMP Manuel Rates 81ow 35 45 NC BMP Manual Crass?$rv&lea 20 20 NC BMP Manual vihalr� sole; 3 ZO 35 NC BMP Manual 'Lxvel: . crrw RDD�e"tdhiutlan 10 10 NC BMP Manual Calchltrtent 1: Total acreage of caFchment 1 = . " 1.33 ac First BMP's TN removal rate = 0 % First BMPs TP removal rate — 0 % Second BMFs TN removal eau aMM352M % Second BMWs TP removal rate — „,45 , % Third BMP's TN removal rite = 0 % Third BMP's — removal rate TOTAL TN REMOVAL RATE = 35. % TOTAL TP REMOVAL RATE _ '- = ":r' r 45 a : `. % e.of der h r S.hL Formata q) Ave EMC g Co1 A crCod u t" !, x " t o[ T1!, m !: ? 3 e. tans rtatWM 1' lon itn�ntewiiaua. 0.46 .. 4 89 2.60 sm 0.19 0.43 " Iuipervloas E I�NRg,i ME4A9 1.95 :' 172 . ' 0.11 0. 0 .. -, e. nos,A 11., 9 4 t19 l 42 4 i0 " O z8 O gl ��## MVt'viaart. , m 4 g9 0.94 � t7.00" 0.14 0.00-' =01Y1 CIA- S a 0 469 1.9s ass-. 0.11 0.0s .91wc �s*"" r PYaetion Imp�ervio7a'hi ()}� 4A8 WE 111 wxAry� .0 ° 12,bt tad rca4ot;1)evedaptn n 1OR 33 r 9 48 ae Etpast_(Iltlac/yr) 104 1' pert (lblaclyr� F r �.0�d��rp0d�� k � `"BMPiTN G16 P 1BM05, tt 0 57F7 r } CrtrE, f 'l i. f , '. ila'.'. ILI '`f' 1• !l� 1 41 f .. ,. n! .f• v. s",,.J.j:• ... .'t.C'r.... .•.t,".r•r_[IJ.,-.:`a..:+ . r3L. '�.. .i. If". 1'. 1:: .• -�i ,�,5'?f�; n v •,, I•. .Il r ,J i' .i., 'fir. ' .. .fl.,. �{' .• . . f !t .. i�` 1" ril .. ,.,...., �., .. f rll r,.' •I.1 ... , ,.. ..... _ I � �, .Sr... 'i.�l�^ _F`I ,e +1 1 '•F T � r' 4' lr'` .. i7 ... ',, ._ Last Modified 5123/03 Tar -Pamlico Stormwater Rule 15A NCAC 2B .0258 1 Catchment Z: Total acreage of catchment 2 = . ,;0:42 , ac First BMPs TN removal rate = Q % First BMPs TP removal rate = 6„ % Second BMPs TN removal rate = 0, % Second BMFs TP removal rate = 0; % Third BMPs TN removal rate = % Third BMPs TP removal rate v % ^0 TOTAL TN REMOVAL RATE - 0' • % TOTAL TP REMOVAL RATE _ s: ': % (1) Type at' nd' oxen: (2) ?.(9Atcateat E3) Ni. FormulaIm (4) ers a EMG';s: Avet.x' rAW eaj :51�::9.1i sN, A;.i'ST%S.�, o%:TP 1`ren oetatiohImpervio& :00 OSl 2.50 0.19 0.00.. Root [irtperriaae D 51 195 0.00 0.11 01 isneged�perv� . ;� 0 51 1.42 0.00 0.28 .,0.00. " Wiodedpeivi0us 0,43 0.51. 0.94 0.21 - 0.14 0.03. 0.51 1.95 0.00. 0.11 0.00; r Fraction}Impe prl3 I} . 0 00 �$ 0.21NOW eHNlit 0.43 1 Aad (IWyr} ) 1?eYWop NORrea at W1711blarlyr) HI �r WN Jtji W . .. {lblarJy Port�BMP'1'N @7¢iG�*'•*i`t utc 0.21,�pwuN�r.# 4V�M Post-HMP P . 0.1113 . " Y� M�.. NNE 'Pnat HMF TN a4s Fast h1P F �) 0 0" si= rly) rt11 CatChment 3: Total acreage of catchment 3 = ac First BMPs TN removal rate = .. % First BMPs TP removal race = % Second BMP's TN removal rate = % Second BMP's TP removal rate - % Third BMPs TN removal rate = % Third BMPs TP removal rate - % TOTAL TN REMOVAL RATE _ ' -,-=_0..'"; '% TOTAL TP REMOVAL RATE_ : i ' ',' 0 ' % ... t2)a4� Laui1aI'" 8 �Na�ragt!EMC �4 £ ��f rN Colgttttte �0.51++41 r Ace of:TF: m •' T papervi 2.60 0.19 p0[ 1pxperylaus 1.95 0.11 fins s^ 1.42 0.28 v .00de pe ions 0.94 0.14 Arcaltalum,ap'bY-Bt►fP„ " 1 9S 0.11 �k� ractlna Im rvloua: � � ` iEiFn } .. Pie=Bh[PTifi :Load �W'y►}� `. Frye .41.i.oad,(Iblyr)� _ "-- . - �i ]Coto .tkrea Cipworeli, 3 a iriB)N �P-$11SF1P .F . -. .. .: Wrt Wv%h 8ilwrt (16/aclYr} :. ' t POs8l1[PV Load 1'ak;HlliPw TP. . .r � (#tilyr}= I:aad (161yr)y! o e !ri't it .•_. .A1 f i 'i.r'i � �`S+3i C!•. Jiv � rq. �FL 'i ... __-- 'r 1.^• 1 _,. __._ . ,.r ,. � li.' .� ., it tl t n -�1', ,.' .! 1' 1 n d itf.." _ •s'.:i �"i i.,ll li Last Modified 5/23/03 Tar -Pamlico Ston-nwater Rule 15A NCAC 28 .0258 1 Wef hted Average o Nutrient Loadtn m the Catchments: sC,�#ekraentt P�ut811+IP ' Acl+eage. TN�i.�a'ad� a �O3t,BMP I:aad IRIS Catc�menti - 133 6.I6 0.57 s [:a c 2 0 42 0:48 0.07 . Cetch c3 0.00 T�AL�OR DIN, W M � Note: The nutrient loading goals are 4.0 lb/aclyr for TN and 0.4 l6/wJyr for TP. If the post -development nutrient loading is below these levels, then the BMPs planned are adequate. Odurwim additional BMPs and/or modiftcatiarm in development plans are required. Y 3 � r'' 3'a ".�: ,y. �...,(•;f,^•;y..1,^.�' 1'> ��4t.'s:•.�t.�i..- � � y E 1 LIMITED SITE EXPLORATIDN OBSERYATiQ RE -OFLT Report Number: 72111259-MOI • Service Date: 01 /03/12 Report Date: 01/10/12 Client Stocks and Taylor Caosbuction Attu: Seldm Taylor Irerracon 3I4'Beacon Dr. Winterville, NC 28590 252-353-1 b00 Project RECEIVE® Paet�tly Dollar Stags River Road PO Sox 2147 Washington, NC 27999 Wasttingtnm, NC 27889 E E B 16 2012 Proica Number. 72111259 SERVICES REQUESTED BY: Mr. Selden Taylor, representing Stacks and Taylor Construction. D i►�j Q_� ARC TERRACUN PERSONNEL: Bob Neel and Aaron Neel y y /� !► Representatives of Terracon Consukants, Inc. were an ate today to test bath proposed foundation bearing salt and subgrade soils for asphalt paved areas using a dynamic cote penetrometer and a hand auger. Project Imo, In the form of a site -ugly plan was provided to us by Mr. Taylaf This drawing indicated the location of the building and asphalt paved areas and was used in kxm tg areas to be tested.. The approomate areas tested today are indicated on the attached drawing. Dynamic carte penetrometer test results were obtained at approximate one That intervals to a maximum depth of six feet below the existing ground surface. The test results obtained are attached. The soils encountered today Included approximately slot inches of grass and topsol , underlain by yellow tan and yellow brown slightly silty fine to medium sand. This upper sand stratum was underlain by yellow brown sandy day and tan brown, red brown and gray silty day. The day stratum is underlain by yellow tan slightly silty fine to medium sand. Groundwater was not encountered to the depths augered. Loose to medium dense sandy soils and medium stiff W stiff clayey soils were encountered at the locations tested today. After stripping and prior to placing fill to raise site grades, we recommend that the native sort subgrade be densified using a smooth drum vibratory compactor. Based on the dynamic cone penetrometer test results obtained today. we recommend that wall and column footings for the building be sized for an allowable soil bearing pressure of 2000 psf. Structural till soil for building and parking areas should be installed in maximum 12 inch loose lilt thidmesses. The flit should be compacted to no less then .98 percent of the standard Proctor maximum dry density. Prepared bearing surfaces for foundations should not be disturbed or left exposed during inclement weather. Saturation of the footing subgrade can cause a loss of strength and increased corrtprsssibility. If construction occurs during Inclement weather and conaefing of foundations is not possible at the time they are excavated, a layer of lean concrete should be placed on erased bearing surtaxes for protection. Also, concrete should not be placed on *man subgrade. The bottom of the foundation excavations should also be dean and free of any loose soil, mud or debris prior to placing concrete. Regardless of the thoroughness of a geotechnical study, there is always a possibility that subsurface conditions will be different from those at the boring locations, that conditions will not be as anticipated by the designers or contractors, or that the construc *m process will attar soil conditions. Therefore, the geotechnical engineer's repnesentaWe should observe the site preparation, earthwork, foundation construction and floor slab con*ucbon to corrk m that the conditi ns Indicated by the geotechnical exploration actually exist We recommend the owner or contractor retain Tetracon for this service since we are already familiar with the project, the subsurface conditions, and the intent of the recommendations and design. The conclusions and recommendations provided in this report are subject to Terraaon personnel observing the construction procedures and subsurface conditions encountered at the site. Mr. Selden Taylor was informed of the test results and recommendations by written correspondence. Services: Terracou Rep.: Reported To: W. Selden Taylor Contractor: Report Difdnbufion: (1 ) gnaw rd Tglar Cam. EMOBW 'mm-, msm�'� CMT Department Manager The testa wens performed in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is errdarsivey tar the use of the client indtcaGed above and shall not be reproduced except In full without the written consent of our company. Test results tr umnitted herein are ordy applicable to the actual samples teslrid at the locatlon(s) refarenced and are not necessarily mdicative of the properties of other apparently similar or Identical materials. 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E ■ e't.! i1't�„ !tr'. _.i' t ti _iL' )+ 'r !) ':)"i 4 A, -r:",:i.'t E..t.r.:. .ry _._... -un 7�..1t....._-�>._- W3j,=•r, .i'.1 .... .lyr. .; •.._',.. w._. . , l f , s• ..., 't}. F 1. : i "';1 f u E r , !." a}': ; ' .� C' Sa: ;+.�', j . - +• _ J .,, t, . � .�: a,1 .. ". t1: � `. - . .. a~t •.�•' , .�� r - ti. � Ir.'.f .. "".Pt : .: i ;� `.::'� ,..sf,:ii' _ ' f..r.:��..,ir:. 'e;:' _•"C."� .3f Flu ::.i'��:3;: .i,' ..i..�..i` i An :� f .. .�1 ...�f,�S '. �+•T. it : S- j} ... :r��. 23 ice,,. R{3 i. 71'.i ..., i�.. '• ' .'1^ . __ +f'11.f'� r:1!"�, _ i.I�ii ii�•i�i.'� ._ .....�'_ r ';, 'IF .,'i r� r. r ! �.. ��.' %r• .a. ''fi. ,t._.1�zY ''� i 1.'f � 1 �i;1'.., iF'��li.�' }.:1 . :Ir��i-..i -�4 e ., •. _ j`, i:+ "' '%,�. ._.',1". _ . $:? ., -i1 IQ� it :FJ'�'1_..I'• .:F �.. •ifn ._ 1t3F rives".. s!�Yi "a l3 rE!I�. 1 c. '� y ,�., 1 .r :.: �.'(f' s rifl7{ _ `1•.::r t. ♦i ... ' fl. 1rW _A?V ♦1.- Ili. .'t «, a71 .(,fNiil"E' C, �: i'. l3- _c�s t .t fi:� r Fa' 9i{r7r: ..'.l lr+ :'i �e •[:t: h[sd% sQ T4', or, 1i:9..i'!uaif:f• ]R: t•+..�w'^�7 .., �..� '.� t-. Irerracon January 10, 2012 Stocks and Taylor Construction Pa Sox 2147 Washington, NC 27889 Attn: Selden Taylor Re. Fan* Dollw Stare River Road Vf Wn, NC 27889 Terraaon Project No. 72111269 Dear Selden Taylor: As requested. Terrecon repnesentatmes provided oxntruction observation and testing services for the referenced projecL These services were provided on a party basis when requested by you, your field representative or the contractors representative unless o4herwise noted. The attached reports provide results of services per%rmed during the dates indicated. For your nerferenos, a listing of the attached reports is as follows: 01/03/12 Limited site Exploration observation (0001) We appreciate the opportunity to be of service to you on this project If you have any questions regarding the information presented in this report or if we can be of further assistance to you. please feet free to contact us. sincerely, Terracon Consultents, Inc. Larrie Lodkamy Administrative Staff' I cc: 11) nods and Taylor CMWUCUM Twrwm CM 1ta1 % Mu 314 A Ix wcwvw_ NC MW _„ S P 125213531600 F RM 353 0002 teoasp mm ,�'° • �.".�.t �?�.� ��! ': � . _ is '_'. . - .. ii' .�� .. � .! .�i. . ..5 .. `s%��i � .» f ,e Ilx 1� f ... � t s.l .-.l �;.�, J i • • .lt - I. .. •1' 'i'�,t .1 - T 1� , t't �'. �'4"i-.i �•'#k •. k _ �� •}' �. mtora Gamma . IN= as ntmi N mlwft c wo err usr SUMMARY OF SITE; Ieegaaprsitaaus. &M M raw, p� ..� .wm pun Y p !{[f riutp �� tat - a:,tuar C3aM1Y w aasir4 o.s _ i °= mm �mv� p awatw coot nu B.Ta"ai�mum �'xav som iiivaaWtmocn p 70 a[ r�aa a t{Q a p wt9 vauaa tmoa d o tl AN is w WOL Niit/ p R qy4 VAN VICINITY MAP r�waesatuaa ��wwdt 1 � L! N % sl` 00 s r—- -- / f / �• f �¢ ;/ b � r / :�sEzor2. - AITs PREUWNARY PLANS NOT POR CONSiR=10M r- �r� 4 C-001 a 44 ?' ' > •�.;. '1 '1 a ' t "- .! - `' �i •N � r` I '4 '1 '•i � - •` irk,' �' r - - i 1� IA II 1} rl ��. _. -'n �--. - - �-_ _ _ .—.... � - �_ � - ; I. ` ^� -_ :' S'�•V ...� C- r 4 • S.,r-'y, y.. K !' 'r'u'hA,� L.IMTED SITE EXPLORATION OBSERVATION REPORT ReportNumber. 72111259,0001 1 re, r icon Service Date: 01/03/12 314 Beacon Dr. Report Date: O1/10/12 Woft ville, NC n590 252-353-1600 Client Project Stocks and Taylor Construction Family Dollar Stem Attn: Selden Taylor lives Board PO Box 2147 Washington, NC Z7389 Washington, NC 27999 ._ Pro*aNw. bw. 72111259 DEPTH BELOW PENETROMEI LOCATION EXISTING GRADE VALUE COMMENTS Number 1, as shown 1.0 6-5-6 2.0 3-4-4 3.0 7-10-10 4.0 13-16 5.0 15+ Number 2, as shown 1.0 7-6-7 2.0 5-8-9 3.0 10-11-12 4.0 13-17 5.0 15+ Number 3, as shown 1.0 8-7-7 2.0 9-10-12 3.0 8-9-12 4.0 10-12 5.0 13-15 6.0 15 Continued on the following page. The testa ware performed in general accordance with applicable ASTM. AASHTO, or DOT teat methods. This report Is exdLWvefy for the use of the client Indicated above and "I not be reproduced exoW in full without the wrttten consent of our company. Test results transmitted herein are ordy app!}mdy!e to the actual samples tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical materials. CrOW1.9-28.10.acv.3 Page t of tk ,- lyj .:.�. - ...,i .,1 1k. ,*-," - }L'k3 •.i' _ y - •r� • _-.'�:��' { i. i.i L1:.f :i•,-rw r 'k' �' 3` .:4�,t _ �{ - L. f - �"� . :'+J .'r } � ; 1. •:.j :': Y•!F'ai .r. }� I ,1 r, �-1,_, L _. _ we . . aj ' ' ' ':: L, J; . � ;&" , fi �+.ri 1 larr .�,.� ;.. J;i �k%,- Y: i l . La .11, y V .i •. � or ..-.. .. �,rw � s, sr -- s ,r:.. s. a L . _ - _ r .ne � ..... _ ., ..-- .:-.. _ -. - _ ...•c.n L _♦.:x.- r.CI ij ti , L .. UN11I D ITE EXPLORATION OBSERVAT�IONEORT 1rarracon Report Number: 72111259.0001 'Service Date: 01 /03/12 314 Beaca n Dr. Report Dade: 01/10//12 Waterville, NC 29590 252-353-1600 Client Project Stocks and Taylor Caamtruc Lion Fundy Dollar Shore Attn: Selden Taylor River Road PO Box 2147 Washington, NC 27989 Washington, NC 27899 ftdel Number; 72111259 DEPTH BELOW PENETRCHIM-1 ER LOCATION EXISTING GRADE VALUE COMMENTS Number 4, as shown 1.0 4-3-4 2.0 4-6-7 3.0 9-12 12 4.0 0-12-12 5.0 9`12 13 Number 5, as shown 1.0 8-8-7 2.0 6-8-9 3.0 9-10-10 4.0 10-11-11 5.0 4-5-8 6.0 11-11-11 Number 6, as shown 1.0 5-7-6 2.0 B-8-10 3.0 10-9-12 4.0 8-8-10 5.0 8-9-11 Services: Terracon Rep.: Reported To: Mr. Selden Taylor Contractor: Report Distribution: (1) Sbxh and Taylor Cooseacdcq Finailod Reviewed By: a Bob CMT Dcpartinent Manager The teats were Performed In general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exdushrely for the use of the client Indicated above and shall not be reproduced exoept in full without the written consent of our company. Test results transmitted herein are only applicable to the actual samples tasted at the location(s) referonoed and are not necessarily Indicative of the properties of oMer apparently Wmtlar or identical materials, Page 2 of2 M- ::a.� .iu,l; _r i�•�iC:«, ' c�.S'..''�•.r'1?.[tb a� Y'J._^ ,"',LL 4-]:� J{•.r',. -..1.r1 ;- ,+a. '1�:1tiy a a' ,`�. Lr;^.tL +t}. ar I,..r: ; ...+,.f[�I=' +fl•;-. F1U, r[. �'� 4 ?.. ._`'Ff�['.T ' RL. �t - lr�� 'r `• +rl 'LI .. [. P :u{T .7 .f •.r rr` 1R: :`..�,. ','.7[t id .r; A+. 1-. .11 .Y s !�. 'WRI +. . ` r , r r, •r I so. `1 i Iy _)1 N ,3•IJ J .S «. V 'R• "i Y 4F•�. - i . a .w- - • - c, s —_+ _.�-._•.r_ •rs- _ _r+. . . a+r + _ , - - ... t r=rsz r-.�-.r - _a=. e, MAW 1: ,AXIAL, 1. U.7 + �! "''x Lrt . 41 � • �+YS'.^,._ r S ~>< {{' •" k . � ^'�J�. ' � n -j'.!1 .! 1 _ i�� ^.Y.. ' �1 l�ry{ ,l ,hC :I i � ,{,;•i. ' L.w �i !`i .i'•.�f .. ._ Y . .! .. Aston Soil Works, Inc. P.O. Box 86 Simpson, NC 27879 Marie Pe"n, PE Pamlico Engineering Services, PLLC 128 Abbey Lane Washington, NC 27889 Deofrrrt W 21, 2011 Re: Environmental Assessmerd fbr PIN 04023233 on Rnw Road in BeauW County, NC. Dear Ms. Peedin, As requested, soil seasonal high water table and Satura W Hydraut'rc Conductivity (Kde) testing was oorKkxWd on December 20, 2011 for a proposed ant in Beaufort County, NC. The ref mumed property was also evaluated for the presence of 404 jurisdidaonal wetlands. The presence of 404 jurisdictional wetlands was based on the United Stwes Army Corps of Engineers 1987 Wetland Delineation Manual and Regional Suppkamt to the Caps of Engineers Wetland Delir>eallon Manual: Atlantic and gulf Coastal Plain Region. The method of evaluation requires the presence of wetland vegan, wetland hydrology, and hydric soil to corsstitute a wetland. The findings of this wetland Investigation am rued on the enclosed wetland map. The method of soil evaluation for seasonal high water table ufilized a 2 inch hand auger boring to a depth of 84 inches at one location. An enclosed map identifies the approximate location of the boring conducted in the proposed stonnwater treatment area. The findings of this investigation suggest a seasonal high water table is approximately 75 inches from the surface. The method of determination was based on the presence of soil redo)amorphic features that indicate a soil wetness condition. The soil did not exhibit physical wetness at the time of investigation. The soil profile descriptions contained: 0-15 inches; light olive bran (10YR 211) sandy loan wean fine granular Wucture; friable. 15-38 inches; yellowish bran (10YR US) sandy day loam: weak fine subar qAw blocky struchn; firm. 36fi4 inches; tight yekmAsh brown (10YR614) sandy loan; weak fine granulw structure; friable. 64-75 inches; light gray (10YR 712) and brownish yellow (10YR W) loamy sand; single grained: very friable. 75-84 inches; light gray ('I OYR 7f2) and brownish yellow (10YR W) bwq sand with some dark gray (10YR 411) organw ftealwV; single grained; very friable- t .� • `1:L. 1. / .. • ,. ' y t .. � r .. �• 54 r Iti �y •, ' j! t' � . •L ;r 1 •.:rf + _ � �,, ..:' , s . - �l �. �kl�."JI. ' .1 r'.. s. _�.! �, Ar .t. (i ,1: l r r. 1 r � • _� �• - �. r i ,r �,1';,'., ti�.I i �. ._�iL.". � l'f �;•r 's'�!`L ".i✓w �r ,r.. ��• ..�^T{Jrli •- ti,l�. , .�.' ..r;-`j 1 .., tc (, fir. ,' •, • Page 2 Deoember2l, 2011 A Saturated Hydraulic Conductivity (Kw) measunentent was also performed adjacent to the seasonal high water table boring location. The n 3surermerft utdi;md a two inch diameter auger hale that was bottom planed and bushed prior to test. A constant head permeameter was used for testing. The results of besting are presented in the table below. Ksat Location Hole Depth(in) (ln) Kw fW Equiv. (cm3" 1 40.5 6.75 4.58 12,600 1 40_5 7 If I can be of further assistance feel flee to contact me at 252 341 9707. tolfo:;I TO .6. AA;r"L Gene Aston Licerbsed Soil Sdentist # 1261 .P SOIL ASr°ti N �� m 1W. is CA 1. 1!10 1 1'. W" 400 Q. w tscac!4;4- _e� it 1. 4 rl 36 V "W? 2w,"'W; Et q'i IR f All INA AM V11--41-INS t frF . Ow-, A _1A V A71 _ . - .__. � _ • • li � r '�" a .. E' 41�i; 1 V♦: . . 1 -. • . • 1 � 4 a 1 I fj + • ` S ,• ,µ7 • '. .. ` ,I y ♦. ; f' �.a L - Il 1 17 • Y L • r r •�� F � •,• ma 1' �' - e al• a ,'..�- ... T a�, •F'♦3 � • `• t � • a • ' - J :k- { I . • .;:I' J ♦ _ I �1: .. ' f ' . J .• i 'r'fr , , S 1 1 Beverly Eaves Perdue Govemor PWA 4 �DE�R North Carolina Department of Environment and Natural Resources Division of Water Quality Charles Wakid, P.E. Director Dee Freeman Secretary February 7, 2012 m E C E I Vg�/ E1) "' EXP# 1 0093 Beau#'ort C County Pamlico Engineering Services, PLLC F E 6 16 2012 Ms. Marie Peedin 128 Abbey Lane DWQ—WARD Washington, NC 278$9 Subject Property: Eastern Pride, Inc. Lot on Hwy. 32, River Road, Washington Tar -Pamlico River Basin, Snode Creek (TAR 07, 29-34; NSW, C) On -Site Re -Determination for Applicability to the Tar -Pamlico River Riparian Area Protection Rules (15A NCAC 2B .0259)-EXPRESS REVIEW PROGRAM Dear Ms. Peedin: On February 6, 2012 at your request, I conducted an on -site determination to review the drainage feature located on the subject property for applicability to the Tar -Pamlico Buffer Rules (15A NCAC 213.0259). The feature is labeled as `12- 0093A to 12-0093 B" on the attached maps initialed by me on February 6, 2012. The Division of Water Quality (DWQ) has determined that the feature labeled as "12-0093 A to 12-0093 B" on the attached maps, and highlighted in blue is subject to the Tar Pamlico Buffer Rules.. The stream determination begins at point 12-0093A (N 35° 32.102' W 77° 01.376') and continues up stream to point 12-0093B (N 35132.091' W 77' 01.332') as shown on attached maps and marked on the ground with yellow DWQ flagging. The owner (or future owners) should notify the DWQ (and other relevant agencies) of this decision in any future correspondences concerning this property. This on -site determination shall expire five (5) years from the date of this letter. Landowners or affected parties that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that it is subject to the buffer rule may request a determination by the Director. A request for a determination by the Director shall be referred to the Director in writing c/o Karen 14iggins,.1650 Mail Service Center Raleigh, NC 27699-1650. Individuals that dispute a determination by the DWQ or Delegated Local Authority that "exempts" a surface water from the buffer rule may ask for an adjudicatory hearing: You must act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to Chapter 150B of the North Carolina General Statutes to the North Carolina Division of Water Quality 943 Wagington Square Mail Washington, NC 27M Phm: 252446"1 l PAX: 252M&9215 Internet www.ncwaterquality.oM M Equal Opportunity 1 Affirmative Action Employer NOt(}1Ca rohrla A7466911b, W ? n q 'z "K ill -do i 'a V,7 v - i * 0-, , , , - . , :;. , pn J-0r J, %Y "Mok 1WIP Omit SAW 'nit - 1 " ; , ,! , " g. , "E"t , , , , ;i 'WAY, 111 K! : 1& in 1 1-; r !n my chk j?:i 4: e XWOU. Q0 1) Q riAWA3h!)- 04 It CAM. a zu"d A' X" amFF 4 W L f 9 SW U100 141 1 bbum"I"Opm "LOA 11 "o •4<" 'f J t Of h: 1 N - V I - 1 0 1 4e; srIU W Jr v� I t t J, j "11 1 "q lub"no" q 4L� F-fit VQ Jut f. ;rh, :!I. t VY (11 ;4�. _.(� , W , � " A YJ jI .-j- '2 0.4 1 [L"ilcof d pow" son, nor f. 4.Ahvf"! TIV two W U�,My& mW 0 rc :- a, .1 in., is 'now 70,0' Orr,/, mull' , " 1, is 1 j;-,trl I J.4.,111 ,-t ji ' -.: , !, - 0. N 35 32 091' 12-IDN3 13 W 77 01.33_7 -, 17- or AA. V!, -1 PAO I . I Al N Zom� MI It'll 'y • ' 1 \,Y t :I', l t W .. � t 1 �, _ ., � �� ' • �. .a �. . i` } f d- � r • '�, r � , ! � . �' � � � a` ' 1 r 27 � a 4 ,. r 1,: ` ' r , .r .. i •s �,; .. ' RECEIVED; F E 8 16 2012 -DVM--WA-Rj PROP. CATCH BASIN 2 W/ INLET PROTECTION PROP. CATCH BASIN 3 X' RIM -12.0 W/ INLET PROTECTION II ` ` �'\ 4, INV OUT . 10.06 RIM -12.64DA \\ IX DITCH BASIN a 0.20 AC INV IN=9.81 010=1.59 CFS INV OUT =9.71 ` �m „ W/ INLET PROTECTION DA o .01 AC RIM .10.22 � INV OUT -7.86 010 .O$ CFS I �• ` 4 \ p LIMITS OF EX. 4' CHAIN LINK F r CE \; ddd DISTURBANCE p ` t :.` ,1 ig 1 �ZF 1 PROP, 12" HDPE _ _ _ - 24 Cif & GU ER P) ...\\\ NI:. ; I r, I I, , \ W. 32' CONCRETE GT tip .i. E ENTRANCE p' �a '.,•.tC c.c7 / I \ A \ CUT EXIST. CUR ASPHALT PARKIN 1+ j.jII\ jJ \\\\ \\\/,J9T[\.L INV OUT = 9.57 � I _ / % �/// //./�i ///Y:!/.?.H�f: //r " SP.� /A`i /i //.6'i 'i`/.C'%iiYi X /�y/Y/'//r` /.'ham hi9i ,%//,ri"/r'!•� �"-"'"" N RIP RAP OUTLET PROTECTION 5 t F W= 5' Q10=1.67 CFS CLASS B NO DE' _ m o ,1; ; PROPOPSED BUILDING y i= BMP AREA ` 1 \ OUTSIDE I cn.' y / BIO RETENTION AREA 1 z In 8010 SF y �' I v m y FFE = 14.0 y ■ r X FLOOD ZONE X 4!,ii 4 '; 11 ' I} , ctj ! 8' 15' RCP 7( CATCH WSIN i N/ INLET PROTECTION ilm a 10.!5.i EE ' �'iiii•i/iiyiriioiiariii;r, it/iirr iiii/,r // rioiryr�/a��rr-, i�rr.; ;rys,rt.../��yrr.� OP. 206 Lf OF 12' H • ! ~ ~ ��. �� ram' �.+ ar �� .v�.�-_.--�^.� INV OUT = 9.57 LIMITS OF RIP RAP OUTLET PROTECTIO D15TURBANCE L- 5' PROP. CATCH BASIN 1 W= 5' Q10=1.99 CFS CLASS B W/ INLET PROTECTION RIM =11.59 WV OUT = 10.39 DA e.19 AC 010-11,51 CFS DETAIL SHEET F ■ 5 'S ! 1 TMP SED. BASIN y ; i L= 1 't N W= !, t acono7tl,ln i i t t s _. 71 1 - r 7 DWQ USE ONLY Date Received Fee Paid Permit Number Applicable Rules: Cl Coastal SW - 1995 ❑ Coastal SW - 2008 ❑ Ph H - Post Construction (select all that apply) O Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ❑ Other WQ M mt Plan: 5 Wk_- 1 a2� State of North Carolina Department of Environment and Natural Resources Division of Water Quality RECEIVED STORMWATER MANAGEMENT PERMIT APPLICATION FORM This fornz may be photocopied for use as an original JAN 2 4 2012 I. GENERAL INFORMATION 1. Project Name (subdivision, facility, or establishment name -should be consistent w hD na R 0 specifications, letters, operation and maintenance agreements, etc.): w4 !� Washington - Family Dollar 2. Location of Project (street address): NC Hwy_ 32 River Road City:Washington County:Beaufort 3. Directions to project (from nearest major intersection): 500' East of NC 32 and Brick Kiln Road Zip:27889 4. Latitude:.35 ° 32' 3.67" N Longitude:77 ° 1' 22.64" W of the main entrance to the project. II. PERMIT INFORMATION: 1. a. Specify whether project is (check one): ®New ❑Modification b.If this application is being submitted as the result of a modification to an existing permit, list the existing permit number , its issue date (if known) , and the status of construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification 2. Specify the type of project (check one): ❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other 3. If this application is being submitted as the result of a previously returned application or a letter from DWQ requesting a state stormwater management permit application, list the stormwater project number, if assigned, and the previous name of the project, if different than currently proposed, 4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): ❑CAMA Major ®Sedimentation/Erosion Control:175 ac of Disturbed Area ❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number, issue date and the type of each permit: Form S WU-101 Version 071u1y2009 Page 1 of 6 �f ,t„ + r�il I i+' � ,t'• a +:Y: ." ..; r •,�' ', � irr +.rt ri ,u ,'' ' �.Ji',1'r',il,l lEl','. i+, r' 1 \'I f"�, .I I I•!J�• . �1,+ki'},',::r i. ,r t.. S iJ J�! ,�ri' :f"ikp I ' .I t.l ,11 fi�l �r ,i!/• S. .j I I' �IS + ? - 1. • 1 1 ,1, 'I1�i.JC :I-`, .1, -rrr , ,rtf•,I [; IJ1� rl'j. +.I i. Jr.f1 ', rfi- .l •r r�.Jl + 7 ; :1 �. ? , '''•.1 (, + it ;l. 1 , ; )l �r:'�. r.'11 ,; KI r ,•! ,1 r ri�r% -;;.-•'€ r€l,�•'' � .:.i. t+: € { '- ,s:1i •1 + +• '.5� ' .7+,f'.�,.!• — - _, i .. -- __ _" __ (. , .'j` �r 3 I !,r '-- — —' 1'" :.l'J'�' 1j,1 .1, , - r{. 't :SI c �li •1r • I ';; �:!+ '11+1 fi+ I •f' 1., ...,� f:r.rl,,r I.:, L 1, I , . 'r •. ., 'i. (r ,, il,. ! :. rJ ., s' ' 1 7 _I f f €. , • -' ' i-f : ''',. [ ,r .• t u'.F 1• :F' f - - .. l•,I .'iilr � � ri('fl"°•,� ., �17. - - -^� � rl,r"i" :fa•-. r .J U, . i I 1�+. I. ..', I + ^l r 1 . �. €. •1,.; , .t. i, ki_f:• 1.' i'JI.f:rili,+•' I •i r,! q.} ,} - . f1+`r1�11 OC. rY �,. !ti n •• . , lJ( {'r + r !t ,: 1 ,IS � e •, . i' . t., is . I l .I 1kr :'i � �'� �iU�� `, �,j• jj J_ 'Z :i�l.1'r-!li ,ll �":r !�. •1;[1��1 n i! �jt �7 Jit .r .. }f`rl�.�.'�' r:+. ('. is te,• f f [ L7_ 1.�1 � i 1, ,- 'r . 'c (•11 ''+ I-� � ''��', 5fS 7 ,'.7 iJ 1 € ., ' I! .... ..'li _ •J'� 1 ,1j, L� ., III. CONTACT INFORMATION 1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee, designated government official, individual, etc. who owns the project): Applicant/Organization: Eastern Pride Inc. Signing Official & Title:Barnes Boykin b.Contact information for person listed in item I above: Street Address:2405-F Nash Street City: W ilson State:NC Zip.27896 Mailing Address (if applicable): City: State: Zip: Phone: ( ) Fax: Email: c. Please check the appropriate box. The applicant listed above is: ❑ The property owner (Skip to Contact Information, item 3a) ❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below) ® Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and 2b below) ❑ Developer* (Complete Contact Information, item 2a and 2b below.) 2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the person who owns the property that the project is located on): Property Owner/Organization:Clared LLC - Howard W. Cadmus Signing Official & TitIe:President b.Contact information for person listed in item 2a above: Street Address:P o Box 724 City:Washington State:NC Zip:27889 Mailing Address (if applicable): City: State: Zip: Phone: Email: Fax: (252 } 3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other person who can answer questions about the project: Other Contact Person/ Organization: Selden Taylor - Stock and Taylor Construction Co. Signing Official & Title:Selden Taylor, P.E. President b.Contact information for person listed in item 3a above: Mailing Address:1825 Carolina Ave City:Washington State:NC Phone: 252 975-5855 Fax: Email: Zip:27889 4. Local jurisdiction for building permits: City of Washington _ Point of Contact:Allen Pittman Phone #: (252 ) 975-9300 Form SWU-101 Version 07July2009 Page 2 of 1 I �'TU' .r , ( ! ..�1.} .I'. i' i i r F' 'ft • 1 ,LIr � f •; ,'f., is i ?+ , :!r„ -}`... .+, .F ,-r. 1� 1 i , , a•I -r • • 1' ,ft:... li' i31'�S, i� it ., � . rr ' r1 :tr , r, „+. •y i ��: 1!! ! .1 Ir�rr,r. ;.}s. !: .51 J°1� _ � � �'. '+. . fr- i, ....�. 1 L —- I i, .1'I' �+, iJ'lf7 r-r rl 'J:II t'la.r !i �,.. 1. rr`• .. ?11 7'.•]� Y- rIfJA!Jl_i � r I.r' _ 1 ,�J' � Ill tr a S. .- 'Mf.. i�'1 ... a 1 ki 'r' _ !• .:/ ,'r . — .'+''. � 1-SI .r•1 .r ..+ .. �•r. s,.Ih WI ., I' � � ! '- k': .,;. 'r'( f`l .t,. .' r .r i`. 4 f I .i! kr•+'.'It .'- ? ,.'{ 311tii.rl. i Ifnk I,,r• rF :t r.11 ' i+' � . IS ir' . � .. I' . ir�" r.i'. , f� Ir i�r. i. i�ll:r. I�f1 +ir{r ,I f 'i19} I 'f E� 1 l',•�f .1. i Jr •T' � •Ili, jl.r. ., ..1 . 7lf rr.f Ir - .r� :f .. 1� 1 .I '• a-'l'k•• "'f� rf~r :i.' '' I . (�. 1 r '!I. �F.ri•. ..r .! , -a! f • ku r_- i [•�+kl f,�,,' II Itrl..' +ill +" rtI +j'; I IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff will be treated. Stormwater runoff from the develo ment shall be treated through ve etated swales and ultimate! into a grassed lined bio retention facililty. The flow will then infiltrate into the soil 2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: ❑ Approval of a Site Specific Development Plan or PUD Approval Date: ❑ Valid Building Permit Issued Date: ❑ Other: Date: b.Identify the regulation(s) the project has been designed in accordance with: ❑ Coastal SW -1995 ❑ Ph II - Past Construction 3. Stormwater runoff from this project drains to the Tar Pam River basin. 4. Total Property Area: 1.75 acres 5. Total Coastal Wetlands Area: 0.42 acres 6. Total Surface Water Area: 0 acres 7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area+:1.33 acres + Total project area shall be calculated to exclude thefollowing: the normal pool of impounded strictures, the area between the batiks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water (MHW) line, and coastal wetlands landward from the NHW (or MHVO line. The resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 48.5 % 9. How many drainage areas does the project have?2 (For high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use 1 for the whole property area) 10. Complete the following information for each drainage area identified in Project Information item 9. If there are more than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 2 Drainage Area Drainage Area _ Receiving Stream Name Snode Crk Stream Class * C-NSW CNSW Stream Index Number * 29-3-4 29-34 Total Drainage Area (sf) 58,345 0.42 On -site Drainage Area (so 58,345 0.42 Off -site Drainage Area (so - - Proposed Impervious Area** (so 28306 0 % Impervious Area** total 48.5 0 Impervious"* Surface Area Drainage Area 1 Drainage Area _ Draina a Area _ Draina re Area On -site Buildings/Lots (so 8010 0 0 On -site Streets (sf) 0 0 On -site Parkin (so 20,296 0 On -site Sidewalks (so 0 0 Other on -site (so 0 0 Future (sf) - 0 Off -site (so - 0 Existing BUA*** (sf) - Total (so: 28306 0 * Stream Class and Index Number can be determined at: http://h2o.enrstate.nc.res/birns/reports/reportsWB.Irtrril Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. 'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is to be removed and which will be replaced by new BUA. Form SWU-101 Version 07July2009 Page 3 of 6 �' ' , Srt••i +I., •I f;•i' ! '�,`;'V, • .'11 �,3 , k ,, 1i. �,},'1 6},i''. t,l !'l.i.1 ll t,r, I'. r,'11't'r' '' - I, t•,,+: s!1 1: r .'S• T,•� � :1 ' r + y. �•4Fs •tr,'i` r• Fr!' 'r'f lip ;�'}.r.._ Y..—,_. '_'_- _- -/ - _. _ � .�. - --- --' •--- -'-- �-..f. . _ ..; �,.'}!,^.•r �,'t �� If. l't AI i 1~r�'1d`! -�E .I-; ,. /d .'i .fr rL•,c.-_. �,t.+ V �'` y!i r(•I1 l�. s� ,r, I 1r�r Ij i k' r i v i I '11'-'r �'�, r-t -1r -•+-- ' ', �t''f' • .._-r '� i 1-1:a_� f 1 _ _=l_ r l �4. -. Lr'' -� ^'»"F:r` _w .'I I-..F1` !U"t , `I l..,t. F'-F !��' .J+'1•r S 'r, �' _, l.!'[• liJyY -f+i 1 .r tf �. .11. 15.' it .f ll. ,�L .I •r •i.;f E t,1 .-IiJ+� ,�,1J''i1'1 '.t ' I . . ' [.+,' 1�1E11 , ;l; r i'/.j iltli _ .,: ram, St •.. J. 1' . < .1.}1;r t .4 r. - ' { ;r• SF• rYf:� E. _ ..�f. :�i F� :! Irf'II}1, !tl�-:.11!,. ']rl , 'J r .. +'.,J`A 1, f/ �_.1 i'1G« IJLy�3 :�• 1', 'El r r r i!• i •!. +I. [ ''4;.' lE?' ;U '! ' , �.�r, jft, I Ir�r_, r t ,'Ji iI. li .f,f. . �YI�tF71 • :,. ,j J. _. - - .. ___ .. r. f,}er It r + lt,i- i rnF o , ., 'r:l •1r t..t � .. r ., rCt' �I '1 .t.S tit r , rid , , t ,I �'. 11 a_[ � i - 1 :i l ., '-st � .r•'J i'� 'r' I,e � ._ I r 'Z , t, •1` 1 r +, � r ;� � ' � ! f:.;-. 't• a' .. 1 rrr• Ilff• I,,r;i � .~ s. - � — -- - . r .I. rr r ,' � �.1 t1 E.lt T " rl- .- 'i ' ,1. 'I t , r r f � � 4 + r• -t t!• ' 'r. l •_ r�.;� er ,( t} ( .' r. It �':F'l.i 'r t�� rf 'k'f ;1 / � -- �' r'. '7' I f'_-111 -I [ . ',i-1- r 'Ff tj�jj! ,� , ,'fl ,I ,� 'r Itj�: i•S''t,'. �,� ' . ,,1� _. .._ _ _ [1 /;., ,f,.'rr•, . .1 '�' 'V .j'!� ,, 'F•P'r Ff , t E; •./ is ['lt. j_ .L'//,: '.i •r 't.. ` .'2 '!rE' •J. f.- �!,. , ,...,.. 'e '- CIS ]:; . 11. How was the off -site impervious area listed above determined? Provide documentation. using the usgs quad sheets and existing toMjuaphy Proiects in Union County: Contact DWQ Central ice staff to check ifthe project is located within a Threatened c& Endangered Species watershed that may be subject to more stringent stormwater requirements as per NCAC 02B .0600. V. SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms must be submitted for each BMP specified for this project. The Iatest versions of the forms can be downloaded from hqp://h2o.enr.state.nc.us/su/bmp_forms.htm. VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A complete package includes all of the items listed below. A detailed application instruction sheet and BMP checklists are available from h!W:lZh2o.enr.state.nc.us/su/bmp—forms.htm. The complete application package should be submitted to the appropriate DWQ Office. (The appropriate office may be found by locating project on the interactive online map at http:/ /h2o.enr.state.nc.us/su/msi mays.htm.) Please indicate that the following required information have been provided by initialing in the space provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for each submitted application package from hft://h2o.enr.state.nc.us/su/bmp forms.htm. Initials 1. Original and one copy of the Stormwater Management Permit Application Form. 2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Form. (if required as per Part Vll below) 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to http://www.envhelp.oMlpages/onestopexpress.html for information on the Express program and the associated fees. Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting.) 5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor the project. This is required in addition to the brief summary provided in the Project Information, item 1. b. A USGS map identifying the site location. If the receiving stream is reported as class SA or the receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the'/z mile radius on the map. 7. Sealed, signed and dated calculations. B. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: a. Development/Project name. ✓ b. Engineer and firml c. Location map with named streets and NCSR numbers. d. Legend. ✓ e. North arrow. f. Scale. -- g. Revision number and dates. h. Identify all surface waters on the plans by delineating the normal pool elevation of impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal waters, and any coastal wetlands landward of the MHW or NHW lines. • Delineate the vegetated buffer landward from the normal pool elevation of impounded structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. i. Dimensioned property/ project boundary with bearings & distances.t/ j. Site Layout with all BUA identified and dimensioned.✓ k. Existing contours, proposed contours, spot elevations, finished floor elevations. 1. Details of roads, drainage features, collection systems, and stormwater control measures. m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations. o. Drainage areas delineated (included in the main set of plans, not as a separate document). Form SWU-101 Version 07July2009 Page 4 of 6 i , t jr I r � �+,:..• r+,i ,�(I;1.3 4r;1 v '!j L' ,' 'r lt, r. f. r.• J ',4.1='.'(•1} ilt '4 7.. ,I 1 `}.NS,' :r 1 UI'.. :1{ ' r ', rj!'1rr. 'r1 •? 'F'• 1! i TTr`T' `{f-r`. if'11'>'tfSl.'J„ 1�Iir'�jf: 3<' , r 1' ';n t' 1. •11+ ;,.; , (• r, �•{-, U.;,4 ,rr�rr' ,fir • , ,'t {a„ t.!� '.1 . 1 {� It -!. BSI(. ,! i- f' r C • sr,T'�. J iE' •r (,..11! ,i,•- Cr, :! rn .'i r'i ,•! -,2� L , I .,i. .''}... .. l;l,r,.'r :1 1al.c jJ%Uf , .•{:' L"r.i1 S.' 1,,:: , t rf'r! .1=�,1�'1 1/,. '.y'!'I'. :J {J'i. r S�f, !I �•' ,r l,rlf •,f l ' :IU(fri.1 rr rff f, I r I+ '! 'I 1 , • :,.•.}t +r'r.,i, f Sig' f ..3a I{ �i.: ri r •'� a , rl l•,i' � ' r �;,".I' lj •!.�'... ..1 .•l". 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'fr (r1.. , :1I C, r r. ,��'J` { }., .n i..l - <.r�•i' �'r (, ry c c _f.. . ! -..f• �� .- ill+..r y•.ir • :if [;S• .;.f 'jr ( ,1 s, 3�r .r r r , tJir�, ,. i 1 ., ,�1 r •r r3•�; - , 1fr,. •;I: I't ,J j7 F. r;'!-• '1 +1 :!' j ,r_ •f, ;r. !, .. 1. •r I. _ . Sl,r 1.r, y,- .1•.i 4, ^,, . , y4.,S,r u,r r,,ii. 4,' .ST S's , r f.. 1. 'fi yi S . f ., � . 1 .7f{ { i , + f;: , :I I I �'r r, j •1 1', }: •4., ,f,ll'.rl J i 1, I/' r!'r p. Vegetated buffers (where required). 9. Copy of any applicable soils report with the associated SHWT elevations (Please identify elevations in addition to depths) as well as a map of the boring locations with the existing elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the project area clearly delineated. For projects with infiltration BMPs, the report should also include the soil type, expected infiltration rate, and the method of determining the infiltration rate. (Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior to submittal, (910) 796-7378.) 10, A copy of the most current property deed. Deed book:1529 Page No: 377 11. For corporations and limited Iiability corporations (LLC): Provide documentation from the NC Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 2H.1003(e). The corporation or LLC must be Iisted as an active corporation in good standing with the NC Secretary of State, otherwise the application will be returned. http: / lwww.secreta!y.state.nc.us/Corp2rationslCSearch.aspx VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed BUA aIIocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and protective covenants forms can be downloaded from httl2://h2o.enr.state.nc.us/sulbml2 forms.htm#deed restrictions. Download the latest versions for each submittal. In the instances where the applicant is different than the property owner, it is the responsibility of the property owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring that the deed restrictions are recorded. By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and protective covenants for this project, if required, shall include all the items required in the permit and listed on the forms available on the website, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot. Vill. CONSULTANT INFORMATION AND AUTHORIZATION Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as addressing requests for additional information). Consulting Engineer:Marie U. Peedin, PE_ Consulting Firm: Pamlico Engineering Services, PLLC Mailing Address:128 Abbey Lane City:Washing-ton Phone: L252 )945-2983 Email: pespllc®embargmail.com State:NC Zip:27889 Fax: (252 ) 974-7618_ IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section) I, (print or type name of person listed in Contact Information, item 2a) C_LARED, LLC,Howard W. Cadmus of organization listed in Contact Information, item 1b) Eastern Pride Inc. to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal, which indicates the party responsible for the operation and maintenance of the stormwater system. Form SWU-101 Version 07July2009 Page 5 of ' fir.. `1 cf, t }•. , :'. }'':l .I ' J irh 'i L)J j r; r •, , ('L , 'r _ ; _ flrk '} 'r, J, ..;,r, - .' JI! ;1 . r F. fr i or - J� i S ' r.i;t'7 J:).�„ 4 !}::IIJ .l ;'ri rl {,t.' Ij . 'ji ', 'r'r.' 7i +f ` 'S1,.rC.a. 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'I:la , _',i• r�s ,l. . 1.1 r1 As the loo property owner I end, and agm by my a4pam below, that if my aunt (e m*y listed in Contact I f__F m&_ item 1) dissolves t#yelraoam� and/or aeataels or defaulb on lease amemet for pe td#ng salk fiftyiura mObanae WOffe D�WQaft, SWIM beck to m4 dre property owner. As the ownrer, tt is my respo y to notify DWQ �auAly and submit a oomagtletpd Name/Ownerddp wig 30 days, I wiII be operating a sWumwaft treafim ni w ty wiiltout a valid pern& I that dye operation of a stormwater Uvahnent fat y rvithotd a valid f pernn#t is a vf olat6an of NC C,cayernle 143-215.1 and may resu}t m appresprfale % actimy the amemment of ' of up to $25,= pex day, pammartt to NC7C 143-215A �h., a NoWy Public far tf a State of do hereby oen Wy that L-ti. J W - — pemo nalfy before me this M day of ;�aYl2011, and doe of ffie a�pp�i'r W for mw a s1 ater pemnib White® my hand and offkW seal, G� O��Q�Si1E �G UF;4' v t4OTA%. 4 My,,eq*eg X. APPUCANTS CERTIFICATION . -. - I, (pm, at or nmm of paean HWVd in Cmdact Infonnahm U= 2) NNW M J M eer* that the Information hcW ded on this permit applicathm form Is, to the best of my bmowledge, correct and that the project will be constructed in conformance with the approved pfane, that the requited deed mh* lnns and protective covenants will be recorded, and that the Proposed project comp$es with the requirenumb of the ap plic" sl ormwater rules under C 2H .1000, SL 2006-246 (Ph. U - Phst Con druction) or SL 2008-211. Do �'1+i. ni�i�i�TaTl►le,,,��/ .,'e �:. , �/ ��d!;�tr. R ;{p*[ ,PIP % ,'m Form S WU- l0 i Varsion MuV2009 Page 6 of 6 PAMLICO ENGINEERING SERVICES, PLLC 128 ABBEY LN PH 252-948-2983 WASHINGTON, NC 27889 Pay to the Order of ) J 1666 6030/531 440 Date 0_5 . Cie -Dollars First Citizens Bank For t15�.� em 4 2012 DWQ-WARO Pamlico Engineering Services, PLLC 128 Abbey Lane WASHINGTON, NC 27889 PHONE (2 52)945 -2983 Pamlico En�ineeriit� eiviees To: Date: 1 /20/ 12 Job No. 11021 NCDENR - DWQ Attention: Scott Vinson WE ARE SENDING YOU ® Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ® Plans ❑ Samples ❑ Copy of letter ❑ Change order ❑ ❑ Specifications COPIES DATE No DESCRIPTION 2 1/19/12 Application 2 NARRATIVES 2 PLANS 1 $505 CHECK USGS QUAD SHEET I DEED Check List THESE ARE TRANSMITTED as checked below: ® For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: Please call if you have any questions. Marie U. Peedin, PE. RECEIVED JAIL 2 4 2012 DWQ—WARO RECEIVED JAN 2 4 2012 P. CATCH BASIN 2 D Y Y WAR V RW/� NEST PROTECTION 1 IM 12.0 �i IW OUT - 10.06 ! EX CATCH 9ASIN DA a 0.20 AC O 010-1.59 CFS n W INLET PROTECTION RIM -10.22 �• m IW OUT -7.86 \ .�j )P• 32' CONCR �E ENTRANCE V CUT EXIST. C 1 Z �4 S� �h N m m a m m N I I D( CATCH BASIN VN INLET PROTECTION 4iM IO.&I PROP. CATCH BASIN 3 ! 1' W/ IN IET PROTECTION RIM =12.64 _- DA - .01 AC 010- .08 CFS EX. 4' CHAIN LINK F NCE LIMITS OF DISTURBANCE 24 CURB & GUT TER (I YP) ASPHALT PARKIN =\ �p1 / CA A•� .b A( I PROP. 8' 15" RCP 0 A ; 44 PROPOPSED BUILDING m 8010 SF , > FFE = 14.0 ' FLOOD ZONE X y 6 ' -7z>o 5 riiiiriiay�.�iiiiarrrrliiiiirririr/aii/r/// / ,�,�a�i��i1'rr.�r �,� „y/, ,r�s,r,�, ✓.rrr/r/ir`� PROP. CATCH BASIN 1 --�RIM INLET =11.59 PROTECTION Wv OUT a10.39 DA -.19 AC 010-1,51 CFS BMP AREA BIO RETENTION IL L-� w— INV OUT = 9.57 LIMITS OF RIP RAP OUTLET PROTECTION DISTURBANCE L- 5' W= 5' 010=1.99 CFS CLASS B w ,I, n .N `V N�G� V y O i OUT = 9.57 P OUTLET PROTECTION v-A~ 010=1.67 CFS `\ NO DE WTSIDE 1 w w TMP SED. BASIN 'I r'. -3 `, \ - 1 + 15 ii 5 } ocotinAnun A BUSINESS CORPORATION ANNUAL REPORT NAME OF BUSINESS CORPORATION: Eastern Pride Inc. FISCAL YEAR ENDING: 2012 SECRETARY OF STATE CORPORATE ID NUMBER: 0647965 NATURE OF BUSINESS: Real Estate development/leasing REGISTERED AGENT: Thomas, Charles A. REGISTERED OFFICE MAILING ADDRESS: 2405-F West Nash Street Wilson, NC 27896 L-riled Annual Keport -1-0-5568214 For year 2012 Do not data enter manually. STATE OF INCORPORATION: NC REGISTERED OFFICE STREET ADDRESS: 2405-F West Nash Street Wilson, NC 27896 Wilson County PRINCIPAL OFFICE TELEPHONE NUMBER: (252) 399-1964 PRINCIPAL OFFICE MAILING ADDRESS: PRINCIPAL OFFICE STREET ADDRESS: PRINCIPAL OFFICERS: 2405-FNash Street W. Wilson, NC 27896 2405-F West Nash Street Wilson, NC 27896 RECEIVED JA N 2 4 2012 DWQ-WARD Name: Charles A Thomas Name: Barnes Boykin Title: President Title: Secretary Address: Address: 2405- F West Nash Street 2405- F West Nash Street Wilson, NC 27896 _ _ _ Wilson NC 27896 _ CERTIFICATION OF ANNUAL REPORT MUST BE COMPLETED BY ALL BUSINESS CORPORATIONS Charles A'I'homas FORM MUST 13E SIGNED BY AN OFFICER OF THE CORPORATION Charles A Thomas 03/20/2011 DATE President TYPE OR PRINTNAME 'TYPE OR PRINT TITLE ANNUAL REPORT FEE: $18 MAIL TO: Secretary of State • Corporations Division • Post Office Box 29525 • Raleigh, NC 27626-0525