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SW8890519_Current Permit_19890621
State of of North Carolina Department of Natural Resources and Community Development Wilmington Regional Office James G. Martin, Governor Bob Jamieson William W. Cobey, Jr., Secretary Regional Manager DIVISION OF ENVIRONMENTAL MANAGEMENT June 21, 1989 Mr. T. D. Wright, President Kure by the Sea Partnership 535 The Cape Boulevard Wilmington, North Carolina 28403 Subject: Certification of Compliance with Stormwater Regulations Project No. '890519 Kure by the Sea Phase lA New Hanover County Dear Mr. Wright: The Wilmington Regional Office received the Stormwater submittal for Kure by the Sea on May 12, 1989 and final information June 12, 1989. Based on our review of the project plans and specifications, we. have determined that the project meets the low density option and thereby complies with the Stormwater Regulations set forth in Title 15 NCAC 2H. 1003(A)(3). This certification shall be effective from the date of issuance until rescinded and the project shall be constructed in accordance with the plans and specifications subsequently filed with the Wilmington Regional Office. If you have any questions concerning this matter, please call Paul. Rawls or me at (919) 256-4161. Sincerely, Original Signed By a, PRESTON HOWARD, iR A. Preston Howard, Jr., P.E. Regional Supervisor APH:PER:trw cc: Bi Mills iR0 CF 722^ Wrightsville .avenue. Wilmington, N.C. 28403 3696 • Telephone 919-25h-41H An Equal Opportunity A(lirmadve Action Employer DIVISION OF ENVIRONMENTAL MANAGEMENT "EAOSlg Submittal Form for Projects Using Density Limits for Stormwater Control PROJECT DATA Name of Project: Kure by the Sea: Phase I & IA Location (County, Township/Municipality, Address): New Hanover County, Fort Fisher Boulevard, Kure Beach Applicant Name: Kure by the Sea Limited Partnershi Mailing Address: _ 535 The Ca e Boulevard Wilmin ton, Phone No: NC 28403 Submittal Date: April 25, 1989 Brief Description (include map and appropriate drawings): Water Body Receiving Stormwater Runoff: Name of Water Body: Atlantic Ocean Classification of Water Body: SB Total Area of Proposed Project (acies): Phase I: 3.82 ac/Phase IA: 2.3 ac State/Federal Permits and Approvals Required: (Check Appropriate Blanks) CAMA Major Sedimentation and Erosion Control 404 Permit DEi`1/DHS Sewage Disposal --- Other (specify): P DEM - Non -Discharge Permit CALCULATION OF BUILT -UPON AREA DHS - Water Line Extension Permit (Built -upon area means that portion of an individual development that is covered by impervious or partially pervious cover including buildings, pavement, recreation facilities, etc. but not including decking.) Phase I Phase IA a) Built -upon area: -1.15 ac .69 ac Maximum b) Total project area: 3.82 ac 2.3 ac built -upon It -upon -ea / total project area * 100 % built -upon ar � 3 5 maximum (Phase I) 3 %6 maximum (Phase IA) If the water- body receiving stormwater runoff is classified as SA, is the % built -upon area _ 25% ? Yes No If the water body receiving stormwater runoff is classified other than SA, is the % built -upon area C 30 % 7 Yes' ✓ No STORMWATER COLLECTION SYSTEM Is the only kind of stormwater collection system grass swales? Yes ✓ No (Grassed -lined swales should have a side slope of 3:1 (H:V) or less.) If no, please provide a detailed description. BUFFER AREA Is the built -upon area at least 30 feet from mean high water of all surface waters? Yes ✓ No If no, please provide a detailed description. (Note: Only boat ramps, public roads, public bridges and walkways to water related facilities are allowed within 30 feet of mean high water if the project is intended to meet stormwater control requirements through density limits.) DEED RESTRICTIONS AND PROTECTIVE COVENANTS Do the deed restrictions and protective covenants ensure that subdivisions maintain the development consistent with the plans and specifications approved by the division and include the State as a beneficiary of the restrictions? Yes V No (Include a copy of the restrictions and covenants with this form.) CERTIFICATION I, !• 3. certify that the information included on this submittal form is correct, that the project will be constructed in conformance with this information and that to the best of my knowledoe, the the best of my knowledge, the proposed project complies with the requirement of 15 NCAC 2H.1003 ( b) . Signatur - 0 ner or Agent Date Address If agent, please list owner's name'and address below. Regional Office Date Date DIVISION OF ENVIRONMENTAL MA.NAGL�CEN�T, SIGN -OFF 1*� LJ , Individual Evaluating F'r 1 Plans Regional Water ivalit dervisor z C. a 6" ►.JATIE-g Ll 4� — W N I UhTA 1.•L I RLP 6 Lo 30" E` I rJ�,5,�0 (I4+ IIJd I I.?4 TLrT IZ LO 00 Ah 56 M H ZL. 1 It�U 12. to iUP / I K04V, V) q� , I A. I -t7. / -LL -f A I- I I f / `T E f'L A1� / 1 I cc)K4\ ll;c r Tv >: K151- b,/L i W N - '\►ul F�l�r M�F I-3 I Q V. 2.50 5 �V• 4, 73 - tiJ l F-KIP LI lei r-- w/ 10" x 6" TES RLu U G-v. F. NYb. --7 I l IJA 4 C v' ¢ L vpz v / 0 ZED � L1 �/tlj �1r� ®p12 5, � N N a(Y)/ GO M Wiimingtnt 3eacftc, , 7557 1555 I � 72� i, ISS3 1556 / r ,�► 154.3 ! SITE j, j- j . // 'ri r j KURE BEACH 1✓I�►s+� �� 1� 30 � 1 E5LOCATION MAP „ 17040 tNll IZ.SU 10 .4v / lov. 12.60 INV, 11.5 U. I1.20 5-1`1-91 +W16FD PF-� M-Cc Oor FE-42U lFP10-fr5C+-IF 4 D IZ" 12,C I Z" Nl I�IV• �,5 INV. 8,60 V, '7.25 t�1V. Co.7S IOE px Z�rr I •' SYMBOL QATE DESCRIPTION By - IMU. 34g3 REVISIONS 1✓ �� t N r1. Lai }-J Y , t Ck Ku R1= 15MAr- s d-rI L.i` V JvLAI J L E G E N D F ---- 5 �+_ s.^. ----\�-----' Irm�XI _ t.(�\\/ �ORC - MAl N ►`�l>=.\V ��\V�2 LtNiv- FlJ-17J2�-��C�2lvi D�AItLi tilt✓\V \Y4Tt=t2 Ll Ntv N G\\/ \/A l.\� 1= jrIra H T VF::: \Y+�.->•� lc:: �t�1T� 2 L l t-1 !~ G2TY U tit �. o---D - - S - - � - Sn — — --\\/--' --{`j---h]C� -L - —�- - x`- r "'! � (1�✓ F-ctE--Tt WCE-- Cx15Ti t�1G � l��t }�1C- t=�CI�TI%1C-, � t ST I t-IC� f:>T Ix 15T1 I.1 x I `�-r I r.t G Po\vF-:- 12 LEG cuY 5A>`ll7Al2li 3�\�1�R 5TC31� (`� D 12 [1 l N \VAT Z LI}J� M4N N�Lf 1= 1 NYf:)Za NT > u E>u We cDOt-U AeEA t5rW5-� L10es 2ID f >KC> 1 L E I'<< 5' �>✓ T i„= HoF{Z. NOTES 1 . REFER TO "PRELIMINARY PLAN FOR KURE BY THE SEA" DATED FEBRUARY r 1989, PREPARED BY JACK STOCKS, R.L.S. L8�6, FOR PR(JP�.'�2TY N��TFt-1RM�,-- TION. EXISTING. TOPO INFORMATION USED ON THIS PLAN TAKEN FROM SAME PRELIMINARY PLAN. 2 . S'T'ORMWATER MANAGEMENT AS REQUIRED BY N.C. DIVISTON OF ENV:J RONMI:;N- TAL MANAGEMENT IS 'ISO BE ACCOMPLISHED BY DENSITY METHOD (I.E. , ` O - TAL BUILT-UP AREA WITHIN PROJECT BOUNDARY SHALTBE 30 PERCENT OR LESS) • HENRY VON CESEN & ASSOCIATES CONSULTING ENGINEERS & .PLANNERS 805 NORTH THIRD STREET WILMINGTON NORTH CAROLINA 28401 9i9-763-0141 SEAL %4�^ Rrt� `����\\ l f ( .�'`� � � �, � = � 0 8406 �r ajhrrsre*.. AR r� •... {�` ass �/ uw �R�vN�� INK� 0 A 1 [, f"ILE No 9 46-b7 SHEET ` Q N � u t'� 0 �- DOS _ N N-t�j �4 EE54I ST < 'F At71—= lool - t M � 12.6o I tJ , I Z, 5v t tJ�• 12 OQ- l i�i�- I2-!� " p �� It - r 1KL .ol�8 IiJ (,z C4 1W. `7, b7 e,4-1 15,r Gf;FiApr--- t 2" RCS' T ItJt1, �,�Fc> V ) 4.80 T't lv.i-t' 1 —F1''FfEr- )(JF &t-i fa- , 11u t3.o© 71 o .11.20 rtav, ! kjv. 7. !l t1; 0 d F14 A SE I !� 10 t T a 1 y 1v , 74, ROM t It4d 4 a {1, 4,77 It JU S LF Or- 16" 5i" i, • cap,6i C e4J 11 H SYMBOL BY DATE DESCRIPTION NOTE: I. CONTRACTOR MAY USE BRICK CONSTR. WIMAX. CORBEL I PER COURSE. 2. �t EITECCENTR CAY M.H. UNIT. . M.N. RING a COVER MIN. WEIGHTS 208 LOS. COVER: 120 LOS. PLASTER - SEE MH NOTES e M,H. STEPS 1*- 0 O-C.- -' PRECAST 4" R ISER RING PRECAST M.H. UNITS I'- 0 Id W / CAS ttt STEPS AT 12 " O.C. CONC. M.H. BLOCK 1« S 3/4" u' w MANHOLE F DIAMETER �----•' � SMALL BE O LARGER THAN LARGEST PIPE FORM FLOW BM (4 --0" MIN.) CHAN L e" POURE D BASE CONIC. IM.H. BLOCKS PRECAST M.M. RINGS SECTION STffim MANHO 3/8 to s 1'- O" NOTE: SEE MANHOLE NOTES BELOW RIGHT 5-1 5-". Z J CRUSHED ;L.. .. I• . STONEts " - '• " - o b = . o o °�® ems•• ®go®�® ®®' es ® o _ ANHOLES . UP TO S` DEPTH ( ALLOWED ONLY WHERE 810 ITEM ALLOWS STONE® OTHERWISE ALL PRECAST UNITS WILL HAVE A CONCRETE BASE.) I AW MANHOLES d Ek DEEPER MONOLITHIC CONIC. BOTTOM UNDISTURBED GRADE PRtuOlm"'AST MANHOLE BOT"M M.K CONSTRUCTION SIMILAR TO STD. MAN14OLE FINISHED GRADE. MANHOLE CONSTRUICTtON SIMILAR TO STANDARD N, NEW OR EXIST. CULVERT 3000 PSI C- FOOTI N G M.H. RING B COMER MIN. WEIGHTS: FRAME: 208 Lbs. COVER: 120 Lbs. MANHOLE DIAMETER SHALL BE / l'-Q" LARGER THAN THE LARGEST PIPE (4'_ 0" MIN.) ZH Ozi Ps/ MANHOLE NOTES ALL 331RICK • rMANWrPLES ME 'PLA'5-TE-RGD INSI-De• i .ter R ALL -PIPES ARE IN 'PLACE. r tbOTTOM s L A i t M. r>A=3e -rc> e;...3. r _ 6 i • DIAMETER EQUAL TO SEWER - tNV. VARIES fli AV E ENT FPIPE SIZE °I'NIIhl. I' R/W VARIES - SEE PLAN FOR ROTE I` ;` ` Ii PAVEMENT WIDTH AtJD LOCATION IN R/W VARIES, SEE PLAN - PROFILE FOR RIDIVIDUAL LOCATION. 3`MIN. STEEL ENCASEIME14T CRUSHED STONE BASE SEWER MAIN CASING WILL BE INSTALLED AT LIME AND GRADE SHOWN ON SEAL EACH END INDIVIDUAL PROFILE FOR EACH CROSSING. BORING /JACKING TO LINE & GRADE IS REQUIRED. SEE SCHEDULE -BELOW FOR SIZooE B GAGE REQUIREMENTS±± YP T I �t L BORlt V /JA(ft;UG I ETAIL NNW NO SCALE ��E� C,8►�I t U 5 � �,1 YE✓ �, �' �- �,�t�..lc-� oK.l c� Izea�� '� cam+►. L� �► lei-E�.f i�lAi t•� _ SADDC.-ice t``(P�`( ��E. USED SANITARY SEWER SEE PLAN FOR SIZE $. I tjV OERVICE LATERAL IL I SEWErN S now NO SCALE �s in(F� 71 �LF— } ,ot%ID1✓ t L ��R t11G�•- 1�1l-� I C,F-} { �,�.L,.t.1 I�t✓.� � �'t% ��t>`1��2• l-.�7��=�-�l(_. `� i"I f �- C.� �j �D �-� i (t.� ��12.�I�i �- �D'R � ((� � I•-• �- • SCREW PLUG D . . O V V Q IT- !EWill Mill STANDARD WATER a w VALV E BOX W/ COVE . ARKS D "CCU— — w ar Q. 0 CAST IRON PIPE 3C a w .s 4 " SWEEP WYE STANDARD SERVICE PILUG CLEAlm us u T NO SCALE EXIST. STREET 12 1 AS REQUtRED le IN GOOD TION OfTumstus c_ T-2 — CRUSHED STONE BASE FILL FOR Df"VEWAY REftIRS - I- V28 SURFACE W/4" BASE. FOR STATE HIGHWAYREPAIR- 20 SURFACE S' E. PAVEMENT REPAIR T L NO `'.ALE G r STREET REPAIR VALVE SM SATE VALVE NOW BODY E C . CL , DOLE DtSK. NON !tT M R S INI STEIA, NUT OPER SEE SITE PLAN � I PROPERTY CLEAN OUT LINE SEE DETAIL NOTE: PIPE I3 FITTINGS Its LATERAL 45" SEND SLOPE AT 1.5 % ---->- S T AN DARO sERv1c PLUG r SCHEDULE IlLizimum oft I�''Z° Z Z( A�P}dAL.`l, I SHFxi SNu.tt� vr-t c�1-� I nut Fr C,' TY17I CAL. SYRA$OL DATE DESCRIPTION BY