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HomeMy WebLinkAbout19990839 Ver 1_COMPLETE FILE_19990729State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor B' II H I S t P; II man, ecru ary NORTH CAROLINA DEPARTMENT OF e?? NCDENR Kerr T. Stevens, Director ENVIRONMENT AND NATURAL RESOURCES November 3, 1999 Wake County WQC 401 Project #: 990839 APPROVAL of 401 Quality Certification and Neuse River Buffer Rules Real Estate Management Services, Inc. 802 North Berkeley Blvd. Goldsboro, North Carolina 27530 Dear Sirs: - You have our approval, in accordance with the attached conditions to place fill in 0.344 acres of wetlands or waters for the purpose of constructing a road crossing and sewer lines as Spring Creek Estates as you described in your application dated 29 October 1999. After reviewing your application, we have decided that General Water Quality Certification Numbers 3101 and 3102 covers this fill. These Certifications allow you to use Nationwide Permit Numbers 12 and 14 when the Corps of Engineers issue them. This approval is also valid for the Neuse River buffer rules (15A NCAC 2B .0233). In addition, you should get any other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 or CAMA permit expires unless otherwise specified in the General Certification. This approval is only valid for the purpose and design that you described in your application. If you change your project, you must notify us and send us a new application. If the property is sold, the new owner must be given a copy of this approval letter and is thereby responsible for complying with all conditions. This approval shall expire when the corresponding Nationwide Permit expires or as otherwise provided in the General Certification. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H.0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification. If you do not accept any of the conditions of this approval, you may ask for an adjudicatory hearing. You must act within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh, NC 27611-7447. This approval and its conditions. are final and binding unless you ask for a hearing. This letter completes the review of the Division of Water Quality under the Neuse River Buffer rules. If you have any questions, please telephone John Dorney at 919-733-9646. P r PStevDd-? cc: Wilmington District Corps of Engineers Corps of Engineers Raleigh Field Office Raleigh DWQ Regional Office File Copy Central Files Joe Smith, Delta Engineering ltr Wetlands/401 Unit 1621 Mail Service Center Raleigh, North Carolina 27669-1621 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper .. 4, DEL TA ENGINEERING ENGINEERING • PLANNING • SURVEYING P.O. BOX 183 GOLDSBORO, N.C. 27533 PHONE (919) 735-4381 INC. Ali' October 29, 1999 Mr. John Dorney D.E.H.N.R. Division of Water Quality 4401 Reedy Creek Road Raleigh, N.C. 27607 RE: Spring Creek Estates Johnston County, N.C. DWQ Project # 990839 Dear Mr. Dorney: I enclosed herewith the revised plans for the above referenced project. The revisions reflect the results of our meeting on October 7, 1999. Thanks to your prompt response to this submittal. If I may be of any further assistance, please feel free to call me. Respectfully, 01a, 7 Joe T. Smith, Jr., P.E. Attachment 10/0? o State of North Carolina Department of Environment and Natural Resources Division of Water Quality James B. Hunt, Jr., Governor Bill Holman, Secretary Kerr T. Stevens, Director -AW AOWA% NCDENR NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES September 3, 1999 DWQ Project # 990839 Johnston County CERTIFIED MAIL-RETURN RECEIPT REQUESTED Real Estate Management Services 808 North Berkley Road Goldsboro, NC 28530 Dear Sirs: The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.344 acres of streams and/or wetlands located at Spring Creek Estates on SR 1525 in Johnston County for residential development. Insufficient evidence is present in our files to conclude that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we receive this additional information, we are requesting (by copy of this letter) that the U.S. Army Corps of Engineers place your project on administrative hold. Please provide us with information supporting your position that states your project must be constructed as planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you construct your central sewer line which crosses the stream to run up "Clarence Lane" and then follow "Chaney Drive" and thereby reduce the number of stream crossings? Any documentation such as maps and narrative that you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification. Please respond within three weeks of the date of this letter by sending a copy of this information to me and one copy to Steve Mitchell Raleigh Regional Office at 3800 Barrett Drive Raleigh, NC 27609. If we do not hear from you in three weeks, we will assume that you no longer want to pursue this project and we will consider the project as withdrawn. I can be reached at 919-733-9646 if you have any questions. TRin Dorney . . cc: Raleigh DWQ Regional Office Wilmington Office Corps of Engineers Central Files File Copy Raleigh Field Office Corps of Engineers 990839.nty Wetlands/401 Unit 4401 Reedy Creek Road Raleigh, North Carolina 27607 Telephone 919-733-1786 FAX # 733-9959 An Equal Opportunity Affirmative Action Employer 50% recycled/l0% post consumer paper MEMORANDUM TO: John Dorney Regional Contact: Steve Mitchell Non-Discharge Branch WO Supervisor: Ken Schuster Date: SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS Facility Name Real Estate Management Services County Johnston Project Number 99 0839 County2 Recvd From APP Region Raleigh Received Date 7/29/99 Recvd By Region 8/13/99 Project Type residential Certificates Stream Permit Wetland Wetland Wetland Stream Class Acres Feet Type Type Impact Score Index Prim. Supp. Basin Req. Req. 12 ? O Y -ON F -FT-7-9-7-7 1 rvsw 30,409. 0.34 140' O F__F__F_F_F_ NBR F- [U Y -ON F__ F__ F-F_ F- F__ Mitigation Wetland MitigationType Type Acres Feet Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N Have Project Changes/Conditions Been Discussed With Applicant? DQ Y 0 N Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/fond # Deny Provided by Region: Latitude (ddmmss) Longitude (ddmmss) Comments: RRO has recommended minimization of sewer impacts but developer has not done so. I did not get a copy of the plat map but I remember the site. There is a sewer line that runs east/west right thru the buffer that can be turned North/south and run along the street to avoid the buffer entirely. cc: Regional Office Central Office Page Number 1 4 F d. ?r ?atq'c 3 a O?-j X75 DWQ ID: CORPS ACTION ID: NATIONWIDE PERMIT REQUESTED (PROVIDE NATIONWIDE PERMIT #) Iz 1 y PRE-CONSTRUCTION NOTIFI`tATION APPLICATION PAYMENT FOR NATIONWIDE PERMITS THAT REQUIRE: RECEIVED 1) NOTIFICATION TO THE CORPS OF ENGINEERS 2) APPLICATION FOR SECTION 401 CERTIFCATION 3) COORDINATION WITH THE NC DIVISION OF COASTAL MANAGEMENT 0) N SEND THE ORIGINAL AND (1) COPY OF THIS COMPLETED FORM TO THE APPROPRIATE FIELD OFFICE OF THE CORPS OF ENGINEERS (SEE AGENCY ADDRESSES SHEET). SEVEN (7) COPIES MUST BE SENT TO THE NC DIVISION OF WATER DUALITY, ATTN: JOHN DORNEY, 4401 REEDY CREEK ROAD, RALEIGH, NC 27607. PLEASE PRINT OR TYPE. 1. OWNER'SNAME: REAL ESTATE MANAc c-^F/UT SERViGES,_TAX_ 2. MAILING ADDRESS: Po v N. Q ET2 k FL E Y A i_V P. SUBDIVISION NAME CITY: G o f-o s la o 2 d STATE: /V L ZIP CODE: Z 7 5 3 O LOCATION ADDRESS, INCLUDING SUBDIVISION NAME (IF DIFFERENT FROM ADDRESS ABOVE): S P R I Al G C A E E IK E S T14 TE-5 , N C S R I S 05 HNS Toil e*-o NUMBER: (HOME) (WORK) 9 f g- 7 7 ? - 19610 M,lIF APPLICABLE: AGENT'S NAME OR RESPONSIBLE CORPORATE OFFICIAL, ADDRESS, I PHONE NUMBER: 5. LOCATION OF WORK (PROVIDE A MAP, PREFERABLY A COPY OF USGS TOPOGRAPHIC MAP OR AERIAL PHOTOGRAPHY WITH SCALE): COUNTY: J c-, H N S To N - NEAREST TOWN: C L A Y Ta IV SPECIFIC LOCATION (INCLUDE ROAD' NUMBERS, LANDMARKS, ECT.) ,PROPERTY Loc.47-FL) Pr ZLtf 11vTEr 9c---cTloN Q/= Cop-iUw,&Lt j-r JZOAD CNCSiR IS2-T /aNa I-EE 1321yC /n1 jC,/4/J S ToN G.a . 6. IMPACTED OR NEAREST STREAMAU VER: ? B 6A iZ Q R A y C !-t RIVER BASIN: A) U S E' 72. IS PROJECT LOCATED NEAR WATER CLASSIFIED AS TROUT, TIDAL SALTWATER, (SA), HIGH QUALITY WATERS (HQW), OUTSTANDING RESOURSE WATERS (ORW), WATER SUPPLY (WS-1 OR WS-In? YES ( ) NO - ( X ) IF YES, EXPLAIN: 7b. IS THE PROJECT LOCATED WITHIN A NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT AREA OF ENVIROMENTAL CONCERN (AEC)? YES ( ) NO (X ) 7c. IF THE PROJECT IS LOCATED WITHIN A COASTAL COUNTY (SEE PAGE 7 FOR LIST OF COASTAL COUNTIES), WHAT IS THE LAND USE PLAN (LUP) DESIGNATION? IVA ga. HAVE ANY SECTION 404 PERMITS BEEN PREVIOUSLY REQUESTED FOR USE ON THIS PROJECT? YES ( ) NO (X ) IF YES, PROVIDE ACTION I.D. NUMBER OF PREVIOUS PERMIT AND ANY ADDITIONAL INFORMATION (INCLUDE PHOTOCOPY OF 401 CERTIFICATION): 8b. ARE ADDITIONAL PERMIT REQUESTS EXPECTED FOR THIS PROPERTY IN THE FUTURE? YES ( ) NO (X) IF YES, DESCRIBE ANTICIPATED WORK: 9a. ESTIMATED TOTAL NUMBERS OF ACRES IN TRACT OF LAND: Ave). ) 9 9b. ESTIMATED TOTAL NUMBER OF ACRES OF WETLANDS LOCATED ON PROJECT SITE: A/ 6 8 10a. NUMBER OF ACRES OF WETLANDS IMPACTED BY THE PROPOSED PROJECT BY. FILLING: O. 2 75 EXCAVATION: FLOODING. OTHER : 0.069 - DRAINAGE : TOTAL ACRBS TO BE IMPACTED: O. 3 LIy lob. (1) STREAM CHANNEL TO BE IMPACTED BY THE PROPOSED PROJECT (IF RELOCATED, PROVIDE DISTANCE BOTH BEFORE AND AFTER RELOCATION: LENGTH BEFORE: / 7 `i ___FT AFTER: FT FT WIDTH BEFORE (baud on non rW high water contours): -7.5 AVERAGE DEPTH BEFORE: I- A FT AFTER:- -FT (2) STREAM CHANNEL IMPACTS WILL RESULT FROM: (CHECK ALL THAT APPLY) OPEN CHANNEL RELOCATION: PLACEMENT OF PIPE IN CHANNEL: X CHANNEL EXCAVATION: COONSTRUCTION OF A DAM/FLOODING: OTHER: SAN 117A R Y S E W E C 12 oss1N l? 11. IF CONSTRUCTION OF A POND IS PROPOSED, WHAT IS THE SIZE OF THE WATERSHED DRAINING TO THE POND? A-)L WHAT IS THE EXPECTED POND SURFACE AREA? 12. DISCTIPTION OF PROPOSED WORK INCLUDING DISCUSSION OF TYPE OF MECHANICAL EQUIPMPNT TO BE USED? (ATTACH PLANS: 81/2 BY 11 DRAWINGS ONLY) Wn K T CoNs1S7- 0, ONa 5T-meEET' CRosS/Au& Co ySTfeuctCb W 17-H Q,6cc0 A/V A PAN 0IV,5 8fl-Ow GR0UIV D SAA)Ir'ARY SEWEk CrZOSSIIU& An1p OA) 6--c IAL SAN. SE'?FfZ-CZ0-3-SIAJG, 13. PURPOSE OF PROPOSED WORK: ,2 E'S Qa ) T 1 A L S v a Q1 V I S 1 o 42 _ 14. STATE REASONS WHY IT IS BELIEVED THAT THIS ACTIVITY MUST BE CARRIED OUT IN WETLANDS (INCLUDE ANY MEASURES TAKEN TO MINIMIZE WETLAND IMPACTS) CROSS N& T J-A1V S NEe-ESJA-RY To AccESs ZEAa PO Cz*T I0N O F:? p r-Op E`RT r A. ' • 1. 4 15. YOU ARE REQUIRED TO CONTACT THE US FISH AND WILDLIFE SERVICE AND/OR NATIONAL MARINE FISHERIES SERIVE REGARDING THE PRESENCE OF ANY FEDERALY LISTED OR PROPOSED FOR LISTING ENDANGERED OR THREATENED SPECIES OR CRITICAL HABITAT IN THE PERMIT AREA THA;r MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED: 7- 2T - 9 9 16. YOU ARE REQUIRED TO CONTACT THE STATE #IITORIC PRESERVATION OFFICER (SHPO) REGARDING THE PRESENCE OF HISTORIC PROPERTIES IN THE PERMIT AREA WHICH MAY BE AFFECTED BY THE PROPOSED PROJECT. DATE CONTACTED 17. DOES THE PROJECT INVOLVE AN EXPENDITURE OF PUBLIC FUNDS OT THE USE OF PUBLIC (STATE) LAND? YES ( ) NO (lC ) (IF NO, GO TO 16) a IF YES, DOES THE PROJECT REQUIRE PREPERATION OF AN ENVIRONMENTAL DOCUMENT PURUANT TO THE REQUIREMENTS OF THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT? YES ( ) NO ()C ) b. IF YES, HAS THE DOCUMENT BEEN REFIEWED THROUGH THE NORTH CAROLINA DEPARTMENT OF ADMINISTRATION STATE CLEARINGHOUSE YES ( ) NO ( ) IF ANSWER 17b IS YES, THEN SUBMIT APPROPRIATE DOCUMENTATIONFROM THE STATE CLEARINGHOUSE WITH THE NORTH CAROLINA ENVIRONMENTAL POLICY ACT. QUESTIONS REGARDING THE STATE CLEARINGHOUSE REVIEW PROCESS SHOULD BE DIRECTED TO MS. CHRYS BAGGETT, DIRECTOR STATE CLEARINGHOUSE, NORTH CAROLINA DEPARTMENT OF ADMINISTRATION, 116 WEST JONES STREET, RALEIGH, NORTH CAROLINA 27603-8003, TELEPHONE (919) 733-6369. 18. THE FOLLOWING ITEMS SHOULD BE INCLUDED WITH THIS APPLICATION IF PROPOSED ACTIVITY INVOLVES THE DISCHARGE OF EXCAVATED OF FILL MATERIAL INTO WETLANDS: a WETLAND DELINEATION MAP SHOWING ALL WETLANDS, STREAMS, LAKES, AND PONDS ON THE PROPERTY (FOR NATIONWIDE PERMIT NUMBERS 14, 18, 21, 26, 29, AND 38). ALL STREAM (INTERMITTENT AND PERMANENT) ON THE PROPERTY MUST BE SHOWN ON THE MAP. MAP SCALES SHOULD BE 1 INCH EQUALS 50 FEET OF 1 INCH EQUALS 100 FEET OF THEIR EQUIVALENT. b. IF AVAILABLE, REPRESENTATIVE PHOTOGRAPH OF WETLANDS TO BE IMPACTED BY PRODUCT. c. IF DELINEATION WAS PERFORMED BY A CONSULTANT, INCLUDE ALL DATA SHEETS RELEVANT TO THE PLACEMENT OF THE DELINEATION LINE. d. ATTACH A COPY OF THE STORMWATER MANAGEMENT PLAN IF REQUIRED. e. WHAT IS LAND USE OF SURROUNDING PROPOERTY? AGRICuI.TuP-,4L AND CZE S'DE/Q Z/.4L ' f. IF APPLICABLE, WHAT IS PROPOSED METHOD OF SEWAGE DISPOSAL? 5A/V 1 TA lc'-'Y SEWF2 } g. SIGNED AND DATED AGENT AUTHORIZATION LETTER, IF APPLICABLE. NOTE: WTLANDS OR WATERS OF THE US MAY NOT BE IMPACTED PRIOR TO: 1) ISSUANCE OF A SECTION 404 CORPS OF ENGINEERS PERMIT, 2) EITHER THE ISSUANCE OR WAIVER OF A 401 DIVISION OF WATER QUALITY CERTIFICATION, AND 3) (IN THE TWENTY COASTAL COUNTIES ONLY), A LETTER FROM THE NORTH CAROLINA DIVISION OF COASTAL MANAGEMENT STATING THE PROPOSED ACTIVITY IS CONSISTENT WITH THE NORTH CAROLINA COASTAL MANAGEMENT PROGRAM, ,(D"4 l a? OWNER'S/AGENT' SIGNATURE 1 4) 9- 9? DATE (ArENT'S SIGNATURE VALID ONLY IF AUTHORIZATION LETTER FROM 111E E OWNER IS PROVIDED). _D7 `_ ?? v.'• Dx1ig Stox?' _/?//?????C?`--r? r ./?r?? ???\\?` ? _? ,? ? ? 00 - St A and Gh ?. . ' II r 30r \ `? u lt\\ 1? r 300 Cle el n '?? [ / .r\° '1 11 111 _ ` ? • ?? I- ?. -? ? , '?` \ ; n _) • ? /' \ ° + ? ? ?"' /? i '1 ? r ? x-11 / 4? ,-1 J\1 e 300 ? ? _ ? I II 1 :::?::: s ?\',. ,l / r • / it ? ? '? r ?; 1 i1 J 'td r /-_J 1 ll( / y -A ,p ?• ??i -_L (1 A? -i? - 4 00 •\„ \a / ,/ ?., ? ? `_ ? - /-= ?? / ' W loves u ?? n; 263 ? `. ,` 4 '' ?'i2 0 ? , 1 `-.J // zoo ?. ? •..,.? ( ?`"??"?) ' J /? ; cal -? ?, ? \i-' ? n ?---/,., - _\?-\ zoo I r _ ? , _ ?!9 ats 8. x, x a, a t~,.r. w _ :pr . r n'., .x~. i .'wi. .!'A - ",t~ ~ N 4' :a,:s w ,.i + 1, k, M. i}4_ r r 'gP..., „ 45.Lx f S.:r kYs ~ . a x~~$is t r. 'Y^. ":R. F, n-}r .1 r.., d.. ;.:i-, ah c,~`,t. , ...~r ,&c.:'. i, a~ r,.., 'k 1. .:~>r. 5~ ,H a" r R bk~ d+ , ~ ,a1t`., , : '~3., , ' ~ ~4 R,r "'7,w ,,~'_w . "~+'Y?'.:Y. a `4 f • .,:q,. t 4 , , r as ~ , r~:,:.. s . .r;* v. , x.1 ~ ' ~ s , . r . , , ~ a , `s , ~ , , r 4 ';.i , n,..;. ~ r. ,.;w a ,3i{. ~ A¢Y~` _ e , r~,a , e. r, n::.m .r n„ ~,y..• ,s F. ,M'i. ~.iY, ~,f. lyl„ ;y~M !~a ~ „ . - LEGENp o JJf'NOTES IRON STAKE SR 1526 ~ C. M. DENOTES CANCRETE MARKER SA ~0 ~ M/y L'~'NOTES SEYER MAN HOLF !q a C/B 1~'NOTES STORM CATCH BASIN 0 NYD. 'NOTES FIRE HYDRANT ° R ~ NOT YATER VAL VE r ~ ~ S ~p V AE ES ~ ti ~0 . BO AfNOTES BLOY-OFF ~ ~h ~ ! W ~ S~9 2 ~ SR 155 SITE ~ Z a p 2 0 , W V VICINITY SKETCH 0' I( 1Q~ ~Q~ N 0 TES 1. LOTS TO BE SEVED BY PUBLIC WATER AND SEWER, B, ALL PROPOSED STREETS SHALL NAVE A 60 N I FT R/W . BO FT . PA VEMEN T A D PUBL C ~ TNUMAS F. ALLEN , e D B 654, PG 384 3. NO HORIZONTAL CONTROL W / THIN B000 FT e ~ P et}' i~ ,OQ 0 0 ' ~ d b h h 0 ~ 0 h ~ h ~ e I T A TA h S b 0 b h h '1 0 h b h h 0 h ~ /ry y ' h ti . ry S 88'd~''DD"E !7I . 0 00 ry TOTAL NUMBER OF LOTS = 66 - ' ' = AR TOTAL AREA /N TRACT 40.19 C ES h ~ . . ~ / , e` • • • r ~ ,r: r TOTAL L F. IN STREETS = 3880 h 4 S ~ ~ , ~ t ! ~ ~ ~ t' , / . 50 1 ~ ~ ~ . 5 5~ . r 4 r - 1 y-- 1. _7+^.'-..."?*-~4--,..,-..,~...__t__._,_ ~ ~^y tea, /~/~~~~r.' @ ~Q 5 , 2 ' -'ma'y ~ 5#Y , ~ 0 _ ~ ~ ~ ~ Q~ ~ ~2~'F„ 10 E t ' - 7'Er,/~ ~ ~ {6-as~~~~ _ _ ~ a' 4 ~ ' ~ G ~4- YAT£R MAfN ~ J 4 9 r, r.. - I N 1 d u 371 ~ . ~~r h~ yAI~R ~ - r'~~~.f~ G. 1 ~ NfD. r F~PR.9F -_..~6 HYO. ' XIS ^ ~ ~ E ` ~U , r / " r+~P'`pV L;n~L ~ ~S. ~ ~ .4~ At,' ntt~ i , , rr . , , , ~ d : ' ~ ~ , 46 ,e 5. ~ , r { t ~ ~ ; i 0 ~ 59 trNE 6fAR1NG OrSTANCE , 44 l _ E - :6S a r f S 9. L 1 N 27'48 39'E 79.50' r ~ ~ ~ , J~ 4 ./aft ~ r i~ ,/J • ~ . N 26'43'2b'E 84 16' V ~ , 1~'fryr' _ ~ 1 P . l 3 N 22'-14"59"E Sd 31 ~ - ' ~ ~ ~ _ . ; . ~ ~ . , ~ ' r~:;::. L 4 N 16'31 '07 E 49.80 ~ _ yiy. • 5. ,2 L 5 N 12'10'58'£ 38.82' ~ ' r r t~ ~ ~ G . 4.....,~ r-~, _ ~ . ~ ~f ~ ,y '4 1 ' ~ , L b N 03'32'51'.£ 49.39 ~ 6. t- P t 7 N OS'42'31'Y 55 Ob ~ ~ ~ ~ 1 t , Z ~ ' ~ L 8 N 65'58' 10'E 50.02' Q~ ~ . , , a-.. P 4 L 9 N 61 '31 '45"E 50.08' ~ ~ ~ ; ~ ' ~-1.'.:'',>'E~.; / 41 ~ . , ~S ~ ~ L i0 N 57'52'44'£ 50.07' , ~ t 11 N 54'17'08'£ 50.06' 'x~-_.. a ` I r~J. ~ t 12 N 50'47'40"E 50.01 " ~ ~ r ~ Ik~71: ` ~ i l 13 N 46 00 15 E 50.09 ,R ~ ~ ~ 2 0 E 003 ~ 4, ~1 l . ~ ~ THOMAS F ALLEN L 5 3 2 3! E 50.08 (,~/E v m N r~ :4 ~ , m ~ D B 576. PG. 385 L I6 N 33'!b'05'E 50.07' ___--a. , ~ t 17 N 28'58'40'£ .50.08' 38 ASR y Q. Q. y ~ Afgr .r t' \4 L 18 N 2b ' 23 ' S8 "E 50.08 ' /1 ~ , , a k ~ r t 19 N 23'57'09'£ 100.21" ~ ' ~ - ' ~ ~ ~ L 20 23 03 a E loo. lo ~ o o ~ y. L 2I N 22'38 39 E' 142.69 • ~ ~ ~ + ~ HYD( ~ L 22 S 38'24'23'Y 282.19" ' 1. 9'~ t 23 S 4b'09'14'Y 205.44' ~ ~ ~ 36 35 34' . . ~ ?SQ 4 ~ r . L 2 S 60'36 34 Y 106.83 ~ ~ , i 4~R p@~ \Q t 25 S Sb'!0' 19'Y I23, B! ' ; ' ~ . ~ z 'r : hl W Z~ : Q t 26 S 7!'22'00'Y 124.43 , ~ ~~~kP+° 1 ~ ~ »~0 t 27 S 53'45'!b'Y 79.78' ~ ~ 7 r ~.,~r t 28 S 48.33' 41 'Y 85.8b ' ' ~ ' r , ~~S ~ A/ A A C AlION ART F R YEAR STORM US/NG T RATIONAL TNOD OR N GE C L UL CH 0 PS HE ~ ! J 3~,~ L 29 S 67'13 27'Y 95.33 _ ~ L ~ • . RU'JOFF CALCULATIONS FULL PIPE CAPACITY ACTUAL t 30 S 36 ' 02 54 ' Y 131. 76 " 1 ' ~^~r , - , ~ . ~ . 6 29 ~ PDlNI A 1 I C 0 SIIf S V 0 FUL V d t 31 S 04'05'03 `E 28.85' R~yEI. - ~ ~ ~ F~ ! 5 i L ©.'i5 r I G.S~% Li 1 C y~ 55 t 32 S 77 47'00'Y 19.52 a ~ 3~ , ~ : ~ , - 1 I 3. H 'b ' .0 o.ys I$ p 11~-, S.4' ,I t l~vfa 5 t`! t 33 S 3b'18'S9'Y 106.2b. , : ~~,.g„~ i*~ . 31 ~ ~ L 34 N 87'15'S4'Y 93.28" ` ~ l d.:: . I~,tQRAP fNfR6Y A7S3lPATOR fOR !'tt~fS 1111,2,3, tf 4 4,1 O.~r~` 9:ay ~ `4`f c lflC1,, y~ ' L 35 S 06'34'31 'Y 9b. 39" ~ ~ ~ ~ d L 4 .0 :4 w5 b'l C 6,~C 13~?:a ~f. L 3b N 85'S1'Ob'Y 57.3b" ~ ~ 4 M Et~1FlN STGnrE" ~r~F - H ] a~ra~C'rl tE~G7l-~= J_ ' 1 37 S 55'02'09'Y 39.09" ~~Cr. 6' rq 1 _ r I.1~~l,AI`lWl'l7TJ~/q~,~l~'~ O1J~!<.~ a L 38 S 18'21 '38"Y 141.11 ' OlsSrf"~ ~ ? ~ yai y' ° ~ ' X41 N r//yr7.' q~ c : p AtVR*.eu '~,fD-~ r""' Ova wE i t 39 S 34'47'03'Y 143.63' C ti.. • L 4p S 15'44 I5'Y 34.25 \ `~srs~ ~ ' ' r~r ,,E L<a~ _ b%~ DRAINAGE CALCUlA~IAN CHART FOR !0 YEAR STORK US/NG Tf~E RATlpUAL PfTHOD 1 35 F'w~,r ' f, : .r ~ , ' DJ lCH S M N Q V f' ' ~ . .r U 7 6 . t p 1, ~ !G. 7<pl ~ , a t r, G' r Wc',- ~!IL' ~v~~ •.c~~~ 22 ~'td tY,~=a 1 ~ mot, 23 c~~ " ' ~ (~0 h ~ ~ ~ e ,r r.- ~ , H v,u:l o (u~, 2 ~1 , iT r) ~c~. , h F , 0 ~ N~, ~ ~ ~ ~ I ~ ~.rll» ~ ~n i ~ y t c.y5 3 , c.~ l c ~ ~~~.r c.,cZt p. 3 J ,s, . i ,1;... ~ h ~p . ~ ~F~. h s ~19 ~ ~ , ~ p ~ Q o ' w L v ~~I~ ~n ~ r,".~ ;._F•_~ P4 t~ 5,~• Q Ur 4,~a`f ~ 1.Q`l l.11 e ~ h . ~ ~ ' . iJf~SlGn~ ~'~.f~~ - K' ~ Jt i tr L ,~N y 18 , ~ , , h 0 o- y ~ 1'ni r ' h b 0 h b PRfr~ PR 1 MROSE R I pGE S UBD ! V 1 S 1 OtV ~ ~ ~ ' DEL IA POilEll CREECH h y~ = PLAT BOOK 4~, PG 97 PC A T BOOK 28 , PG. 223 h h0 = ~ ~ P1 h Mh p D. B. 1004. PG. 178 h M h ~ OWNER h REAL ESTATE MANAGEMENT SERVICES, INC. ~ ~H CARO ~ x ~ 7 N. RK Y V . 808 BE EL E BL D C : 5 ~ ?,r~~ 0 1 ~ ~ SFi~b T' . 2 ~ •A S GOLDSBORO. N. C 27530 A SEAL 919-778-8001 3 281' • ••,r ENGINEERING, DEL TA 3= 5 INC., £NG1N££R/N6-PtANNING-SURV£YtNG ~Or 1. YVM ~ , P a~rnuu+~'~ CLAUDE L WH FIELD. P.E PHONE (919) 735-9381 P.O BOX 183. OOLOSBORO N.C. 27530 r, w. s" a k' immi i ;:CIE, ~ ; i _ - - m . A..tde t LEGEN(' 1. a DENOTES IRON STAKE SR 1526 • C M (k NOTES CONCRETE MARKER sR ~p ~ M/H aENOTES SEWER MAN HOLE o C/B DENOTES STORM CATCH BASIN o yyp pE,NOTES FIRE HYDRANT SR ~ y i~ENOTES WATER VAL VE k 't,,. Zb ~4~ 0 BO DENOTES BL OW -OFF ~ /S 9 ~9 1. 2 ~ SR 1525 ~ 7. +t . 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M.C. 27530 r LEGEN o DENOTES JRON STAKE SR i$26 • C.M CENOlES CONCRETE MARKER ~ • M/H DENOTES SEVER MAN HOLE ~~0 o C/B DENOTES STORM CATCH BASJN HYD DENOTES FIRE HYDRANT _ ~ R t YATER VAL VE ~ S lp v DENOTES ry 14 0 BO DENOTES BLOY-Off i ~ ~h - Q s,~ ~ is ~ Og D oag ~ , ~ ~ s 13 OCR '~"°'v5 GROUP SR 1525 WEit~~ylTY SEC? sirE a 4WATER ~ p • . 2 W W V r • VICINITY K T M SE C ~ti 0' 100' 100' 200' T A F ALLEN HOM S ~ D 8 654 PG 384 ~p ~e ~P iQ r p r 4~ b 5~ r - ~ 5 r _ S 88'22'00'£ 177 0 00' , ~ ~ r , ~ r r ' , ~ h ~ t ~ s h r~ ~ 4 5 1 ' ~ ~ i , ~ ~ 1 r r ~ , 6 , ~Q 3 , i 48 49 SO SI S~ 53 / Q 2 - 1 - ; ; rr, y_- ~ -,--a ~ \ / i ~ 22 a~ CH~IVEY D I ~ V - , r , ~ ®Q / ~ M/H~12 • 0 ` 6'YA1R F ~ YAIfR HAIN~ ~ 54 ~ HYd ' - _ ~ MAIN r •~~'6' yp1ER r - r ~ NYD. ~ ""F MAIN t'-' - - - _ 0~ 8 ~ ~ / r 66 .Z ' r ~ , o~ - - - 45 , ~ ~ ~ ~ , ~ S5, ~ 47 ' S6 , 57 / ~ , 46 , 0 ~ r / P - 0 , ' - ~ 59 Q~ , r 44 65 ~ / ' S ~ , ~ ~ ~ ~ , ' / ~ ; r Y ~ ~ , ~ ~ . • ~,2 ~ ~a>: SEAR /N6 0 rS TAI~f,~' ; - ~ L 1 N 21'cR'39 E 79;_bQ' ~ ~,e ~ ,rt N_ 26'43' 'E 84~ 7 _ _ _ - ~ ~ / 1 6~ id ~ L 2 26 6 64 ~ P , 0 r ~ ~ .is ~ 39 43 , ,J4 6D ~ R L 3 N 22'!4'58.'£ 52.31, r D ' 10 i ~ R c ~ Nib •3l.orf ~.eo• , - ~ t S N !2't0 58 E 38.8c~' " r 40 • . ~ _ ....ter. - V L 6 a 03 32'57' 49. ~ 5 WA/t r ~ / - ~ ~ 41 ~ , MAIN . / 6 C 7 a Os'42'3!'w 55.Ob' / 2 r/ ~ L 8 N 65'S8'10'~ 50,02' ' ~ i / ~ . ~ t L 9 N bl'31'45'£ 50.08 ,a ~ 6 1 ~2~ ~ L 10 N 57'S2'~9'E 50.07' ! ~ ~ / N 4' 1' 8' 0 / I1 u ~ / OR , ~ ~ THOMAS F ALLEN 1 S b ~/~I~' w r e f ~ t ~ a D B 576. PG 385 L 12 N 50.47' 40 •E 50.01 ' ~ ~,2 L 13 N 4b 00' 15'E 50. t19' • 38 ` ~ ~ YAr~R n ' ni `9 L 14 N 41 '21'00'£ 50.03' _ r ~ 6~ L !5 N 37'29'31 'E 50.08" ' ` 9 L !6 N 33'16'05'£ 50,07'. - L2 L 17 N 28'58"40'E 50.08' - - _ 12 L f8 N 2b'23'SB'E 50.08' - i ~ NYA r ~ r r ~ r ~ 3 7 , . S~'' ~ c 19 N 23'51 o9'E 100, 21 ' 36 35 34 e~ L 20 N 23'03'04'£ 100,10' 4 , i , , ~ ~ L21 N22'3$39E 12b9 ~ , L 22 S 38 24'23'w 282.19' ; ~ ~ ' Mi ~ •4 . ~ L 23 S 46'09'14'w 205.44' 13 ~7 ~ , L 24 S 60'3b'39'w lOb.d3' e , ~ ~ L 25 S 5b'10'19'W 123.81' _ c8 r r ~ 33 ~ - L 2b S 71'22'00'w 124,43" L32 t 27 S 53'4S'!b'w 19.78'. L 28 S 48'33'4J'w 85.85' 1 - ~ 30 , ' L 29 5 67'13'27'w 95,33' r 3~ , ~ L 30 S 36.02'54'w 137. 7b' , • 14 C 31 S 04'05'03'£ 28.85' r. C34 L 32 S ~'7 47'00'w 79.5?" • L 33 S 3b'r8'S9'w )06.25' ~ ~ 6 YAT hi 1 ~ r M h L 34 N 87'15"54'w 93.28" ' ~ L 35 S 06',?4'31 'w 96.39' / _ ' , . ~ ~ / ~b . - L 36 N 85'51 "1?b'w 37;36' L 37 S 55'02"09'w 39.09' . ~ L S , ~ 1 l36 L36 L 38 S 18'21 "38'w .141..11 ' L 39 S 34'47'03'w 143.b3' 16 r 3 4 r r L 40 S 15'44'1S'w 34.25' r ~3 1 5' YAP£R MAIN r r ~O , i ,,,,,,r.. ~ • r r ~1 s ~ V r / BO , r N ~q , ' ` Y: Q ~6 ' D4.~ i {b r . s 17 ,s v, . ~0~9 6 s 19 e Q' ~ , 18 PRIMROSE PRIMROSE R 1 DGE~ S U8D I V I S 10N , DEL 1A POWELL CREECH ~ ~ PLAT B~ PLAT BOOK 28 , PG 223 PLAT BOOK 49. PG. 97 D.B. 1004. PG 178 owN~R R A TAT MAN NT S RVIC C IN . E L ES E AGEME E E~ . C BU8 N BERKEL F Y BLVD. rr3r nconon nJ r ~ ~c~n VVLL/JlJVI Iv, IY. V. L/??V 919-778-8001 tNGINEERING,, INC. DEL i A, ENGI ;ING- tA~fa'S ~R Y1NG CLAAJOE L WHITFIELp,,P t . PHOW (41+4) 73S-4361 P..O, BOtt 163, oftowopo. W.C. 97,530 IfGEND 0 G~NOTES (RON STAKE SR 1526 • C M ~NCIES CONCRETE MARKER SR V ~ M/H 0.'NOIfS SEWER MAN HOC£ ~l~ o C/8 DENOTES STORM CATCH BASIN O ~ XYD DENOTES FIRE NYDRAN7 ~ SR Q y LL'NOTES YATER VAC VE ~b ~0~ o Bo DENOTES BC OW-OFF ~ ~ ~ sq W ~ /S~9 2 ~ SR 135 Serf a , I ~ , J 0 1 v ~ VICINITY SKETCH v ~ l o~ 108 X08 P. / THOMAS F ALLEN D B 654, PG 384 Q ~ R ~ t ti ~P ,02 ~ F b 1 r 5r _ r S r--------~ S 88' 22 ' 00 ' E 1770 00 ' ~ ~ , ~ , ~ ~ ' ~ ~ ~ ~ i ~ V ? ~ ~ i ~ ~ ~ h ~ 4 5 ~ 6 6 48 49 SD 51 S~ 3 5 roe ~ 3 - ~ 1 ~ a ~ V d , a ~ 5 ~ Q ~ / 1 , . ~ , q2 a ~ _ . - CHANTY OR / VLF ,r RI ~ b, ~ ~ ~ + , BO ~ ` ~ - 6 ' YAT~R MAlN - y~ - ~ F- ~ c' ~ 54 4' YATER MAIN ~ ~ , , •b, yATER , ~ ~ HYO , _ ~ / ~ l 5" YATER H• ~ ~ MANN ~ rv~ NYO ~ ~ ~ t- _ - - - - - ~ 4~ ~ 7 , y0 ~ / , 66 ~ / _ , ~ . 0~ ~ 'r' - - 45 , ~ i M/N+ ~ ~ 55 ,j 4 ~ 7 ~ ~ ~2 5 7 56 , / , 46 0 , , P 0 59 44 b5 ~ / 9 S , , , , ~ , ~ ~ W - ~ / ~ ' ~ ~ ~2 L fNE BEARING DlSrAlV(,~ Q, - ~ / / ~ ~ ~ L I N 27:48'39"E 79. b0' , 1 G !0 ~ C 2 N 26 43 :26 :E 84.76 ' 6 4 , P C 3 N 2? • 14 se E s2 31 ' 0 ~ 39 43 •u 5 R 60 ~ 2 / ~ i 4 N 16'31'O7'E 49.80' 10 R / P L 5 N 12'10'S8'f 38.8?' / 4 O 1 . ~ 1 1 ~ ~ L 6 N 03 32'S7'E 49.39" ~ 5" YATER , - 41 ~ ~ NArN ~ . ~ 26 L 7 N Os'42'31'Y SS Ob' • / L ~ , , - ~ r ~ L e N 65'S8'!0'f 50.02 4~ 1 1 /,a ~ L 9 N bl'31'45'f 50.08' 6 J ~,2~ L 10 N 57'S2'49'E 50.07' ~P _ ~ ~ EP n~N+ - - _ ~ 2J _ ~ 11 ~ ~ 4' 1 8'E 50.06' .v„ ~ L I1 N 5 1 0 6 3 - THOMAS F ALLEN 6~ , r ELEq/y ~ 12 N 50'47'40 E 50.01' ~ ~ 0 8. 576. PG 385 L r ~ / ~ 8 W ~ ~ / ~2 L 13 N 46'00'IS'E 50.09' .'0 / ~ YAr ~B 3U ~ £R MAi ~ s M/ •9 L 14 N 41'27 00'E 50 03 / 0 N , b ~ C 15 N 37'29'31 'E 50 08' g L 16 N 33'!6."05'E 50.07 ~Z C U N 28'S8~40'f 50.08" ~ 't - - - L 18 N 26'23"58'E 50.08 4,~ ~ ~ i ~ NYDI ~ ~ y ~ ~,,i L 19 N 23 SI 09 f 100.2) 37 ~ ? 1 36 35 34 e~ L 20 N 23'03'04'E 100.10' L 21 N 22'38'39'E 142.b9" i ~ + + ' ~ L 22 S 38'24'23'W 282. I9' 1, ~ 1 L 23 S 46'09'14'V 205.44'. ,Q . _ 13 L 24 S 60'3b'39'Y 105-83' ~~7 - ~ e ~ L 25 S 56'10'19'M 123.81' 28 33 • L 26 S 71 22'00'V 1?4.43' L3Z L 27 S 53'45 16'N' 79.78 + ~g , ' - - L 28 S 48'33'41 "W 85.86' ' ~ ~ ~ ~ i ~ ~ L 29 S 67'13'27'w 95.33' 32 r• ~ L 30 S 36'02'S4'W 137.76' . ~ 14 , L 31 S 04'05 03"E 28.85' i / , \ L 32 S 77'47'00'M 79.52' L 34 L 33 S 36't8'S9'M 106.26" L 34 N 87'15"54'N' 93.28' ~ ` 6 ~q~r•, hi 1 ~ + M ~ L 35 S 06'34'31 'Y 96.39' ~ J ~ ~ ~ L 36 N BS'S!"Ob'V 57.36' L 37 S 55'02'09'Y 39.09" / ~ ' ~ 1 C36 ~C36 L 38 S 18'21"38"Y 141.11" ~3 L 39 S 34'47"03'N' !43.63" r l ~ ~ ~ 16 L 40 S !5'44'1.5"Y 34.25 ~ l 5' MA1ER MAIN ~ ~ ~ ~O, i ~ • M , ~ ~1 ~ s gp V • i N ' ` Q Q Q 6 DQ'w ~ ~ ~ 1 0 7 6g 1 9 eg Q ~ ~ - 1 g ; PRIMh PRIMROSE RIDGE SU80~V1S10N DEL l A POWEL L CREECH ~ o PL ~ PLAT 800K 49, PG ~7 PLAT BOOK 2B, PG 223 ~ D B l OD4 . PG 7 78 ~WNE ~I'.~'~ TAT MANAG MEN'T SERVICES, 1NC REAL ES E E N. ERKELEY BL VD g~8 B GOLOSBORO. N C 27530 919-778-8001 AOL INC. DEL TA ENGINEERING, ENGINEERING-PLANNIN4'SU VEYING Aim CLAUDE L.WHITFIELD, P.E PHONE (919) 735-4391 P.O BOX 163, GOLDSBORO. N C 27530