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Home My WebLink About6336_TOWN OF MOREHEAD CITY_19900531O Applicant N Address .Z City Projefct Loci Type CAMA AND DREDGE AND FILL GENERAL PERMIT C 63s� 1 F3iF authorized by the State of North Carolina, D o� Department of Natural Resources and Community Development an e o al Re e o i ion in an area of en iro mental oncern pursu nt to 15 NCAC ne NtS/er on (CoLpty, Sta ect Activity PROJECT DESCRIPTION I SKETCH Pier (dock) length Groin length A� i number � Bulkhead length, ,f A7 max. distance offshore -5"-71 Basin, channel dimensions cubic yards Boat ramp dimensions I Other .4411 %/, V 7 /-r State /L!• t - Zip (SCALE: This permit is subject to compliance with this application, site drawing and attached general and specific conditions. Any violation of these terms may subject the permittee to a fine, imprisonment or civil action; and may cause the permit to be -- -- % / j applicant's signature come null and void. ! / This permit must be on the project site and accessible to the permit officer when the project is inspected for compliance.-. The applicant certifies by signing this permit that 1) this -pro- ject is consistent with the local land use plan and all local ordinances, and 2) a written statement has been obtained from adjacent riparian an owne s certi ying—t Fat t'iey ave`no o ons—to tli-L,r w --•--- -^ attachments / permit officer's signature , Y 4,61 issuin✓rc date expiration date i In issuing this permit the State of North Carolina certifies that this project is consistent with the North Carolina Coastal application fee Management Program. i Noarr+ W MEAN HIGH S WATER LINE t I Sto. 4 t35 J II Ex i st . M H To Be Rernaved I Sto. I t 14 Pro p. M H ,I Proposed S Pro M H R i m = 8.23 12" Thick Class 8 3 � Rim= 4.50 t Inv. = 3.71 1 Erosion Control St e r J Inv. = 0. 50 F I Plug Exist. 12" VCP South n Control Stone Shall J xtend More Than 5 Ft. INV.=0.20 word Of The Mean High o t-6.4 Line. MNW�/ voAs S ta.9 t5.T t7.s ral 22.3' e.at / 94 I 9 5-117 �5.63 6.05 6 9 t7.7 8.6t 8.19 4.2 + FF - _ - _ _ �-� -i-.54 --t-- 7.66 ELEV.= $ F - FM EXIISTING 12 AC FM FORCE MAIIJ 6.54- - FM ---6.93-- - - -tFM-- 6'� t5.63 t6.04 4.68 t4.65 t5.02 t6.� 6N(:o II 18"cMP S I P T I. tT.20 7.85t Rock 3.4 q.0 0 Remove istin I P -1.69 _---�t�6f`_=- - 1.3 II 3.6 3.4 ��\ �PrRo�p5 5.63 4.77� Exist. Son. 4.5 5.02 1` Exist. DI Sewer MH Rim = 56 Rim = 4. Inv.=-5.85 4.6r5.7 58 Inv. = 1.58 t5.8 .8I 1 Exist Slam I 503 Exist. Pipe Sewer MH Rim = 4 58 1767 --T:Z-,• 794 0.9.0 fl2- I t9.1 To Be Abandoned in v. = 0.21 ( S I Retain Retain Proposed Exist. Pipe p YMasonry Plug I I 513 II I v t h STREET Exist. Pipe m a Exist. DI o Rlm =4.23 OW I Inv. = 1.38 ILL Plug Exist. S I I I�WLLI 12' VCP South Jcc 550 IIU� i "Q J U) 6. I �6.43 7ta3 7.Ot p t7 t6.8 7.Ot t8. 3 Mc DAVID ASSOCIATES , INC. ENGINEERS • PLANNERS • LAND SURVEYORS INC. . HOME OFFICE* 120 NORTH MAIN STREET/ P.O. DRAWER 49, FARMVILLE, N.C. 27828 (919) 753- 2139 ,`,V 109 EAST WALNUT / P.O. BOX 1776, GOLDSBORO, N.C. 27533 - 716 SOUTH MAIN/P.O. BOX 738, KENANSVILLE,N.C. 28349 GOLDSBORO PH. (919) 736- 7630 • KENANSVILLE PH, (919) 296-1400 May 21, 1990 Mr. Charles S. Jones District Manager Office of Coastal Management P. O. Box 769 Morehead City, NC 28557 A�MA' 2 4 4,990 i ? uC-LTLT5 ------------------------- -- SUBJECT: 18th and Bay Streets Storm Drain Replacements Town of Morehead City Carteret County, N. C. Dear Mr. Jones: Please review the attached plan sheet and respond as to whether a CAMA Permit will be required since the proposed project involves the replacement of existing storm drains within Town street right-of-ways and on Town property. It is my opinion that the law exempts this activity from the Permit program (copy attached). Your immediate response will be appreciated. Contact Mr. David McCabe (726-3236) if a site visit is required. If you have any questions, please do not hesitate to contact me. Sincerely, F. Tyndall Lewis, P.E. Goldsboro Office FTL:bu Attachments cc: David Walker David McCabe (w/attach) �+KvaaVM- V , REGISTERED PERSONNEL • ALBERT V LEWIS,JR , PE ,R.L,S. • FRANK TYNDALL LEWIS, PE. • CHARLES A. JOYNER, JR., P E. RONNIE M.THOMPSON,P.E.,R.L.S. 0 M.FLOYD ADAMS,P.E. 0 WILLARDF. JEFFERSON,R.L.S. NRECD - COASTAL MANAGEMENT T15: 07K .0100 SUBCHAPTER 7K - ACTIVITIES IN AREAS OF ENVIRONMENTAL 1.10 CONCERN WHICH DO NOT REQUIRE A 1.11 COASTAL AREA AANAGEMENT ACT PERMIT 1.12 SECTION .0100 - ACTIVITIES NOT CONSIDERED 1.14 DEVELOPMENT 1. 1 5 .0101 STATUTORY EXCEPTIONS FROM THE DEFINITION OF DEVELOPMENT 1.17 No permit shall be required for those activities set out in 1.19 G.S. 113A-103(5) (b) (1) - (9) as exclusions from the definition of 1.20 development. 1.21 History Note: Statutory Authority G.S. 113A-103; 113A-118; 1.24 Eff. March 29, 1978; 1.25 Amended Eff. November 1, 1984; March 1, 1980; 1.26 March 30, 1979. 1.27 .0102 SMALL DITCHES NOT CONSIDERED DEVELOP'ENT 1.29 History Note: Statutory Authority G.S. 113A-103(5) (a) ; 1.32 1 13A- 118 (a) ; 1.33 Eff. March 29, 1978; 1.34 Repealed Eff. November 1, 1984. 1.35 .0103 MAINTENANCE AND REPAIR 1.37 la) maintenance and repairs dre specifically excluded from the 1.39 definition of development under the conditions and in the 1.40 circumstances set out in G.S. 1 1 3A-1 03 (5) (b) (5) . Individuals 1.41 required to take such measures within an AEC shall contact the 1.42 local CAMA representative for consultation and advice before 1.43 beginning work. Property may be considered to be imminently threatened for the 1.44 purpose of the exclusion for maintenance and repairs when it 1.45 meets the criteria for an imminently threatened structure as set out in 15 _NCAC 7H .0308 (a) , which provides that a structure will 1.46 normally be considered to be imminently threatened by erosion when the structure's foundation (or, in the case of beach 1.48 bulldozing,_the structure's on -site waste disposal system) is 1.49 less than 20 feet from the erosion scarp. _(b) Beach bulldozing, defined as the 2rocess of moving natural 1.51 beach material from any point seaward of the _first line of stable 1.52 vegetation, for the purpose of preventing damage to imminently 1.53 threatened structures, by the creation of protective sand dunes shall qualify for an exclusion under G.S. 113A-103 (5) (b) (5) 1.54 subject to the following limitations: 1.55 NORTH CAROLINA ADMINISTRATIVE CODE 02/12/85 7K-1 § 113A-103 CH. 113A. POLLUTION CONTROL, ETC. § 113A-103 a. On the Chowan River, its confluence with the Meherrin River; b. On the Roanoke River, its confluence with the northeast branch of the Cashie River; C. On the Tar River, its confluence with Tranters Creek; d. On the Neuse River, its confluence with Swift Creek; e. On the Trent River, its confluence with Ready Branch. Provided, however, that no county shall be considered to be within the coastal area which: (i) is adjacent to, adjoining or bounded by any of the above points of confluence and lies entirely west of said point of confluence; or (ii) is not bounded by the Atlantic Ocean and lies entirely west of the westernmost of the above points of confluence. (4) "Commission" means the Coastal Resources Commission created by G.S. 113A-104. (5) a. "Development" means any activity in a duly designated area of environmental concern (except as provided in paragraph b of this subdivision) involving, requiring, or consisting of the construction or enlargement of a structure; excavation; dredging; filling; dumping; removal of clay, silt, sand, gravel or minerals; bulkheading, driving of pilings; clearing or alteration of land as an adjunct of construction; alteration or removal of sand dunes; alteration of the shore, bank, or bottom of the Atlantic Ocean or any sound, bay, river, creek, stream, lake, or canal. b. The following activities including the normal and inci- dental operations associated therewith shall not be deemed to be development under this section: 1. Work by a highway or road agency for the mainte- nance of an existing road, if the work is carried out on land within the boundaries of the existing right-of-way; 2. Work by any railroad company or by any utility and other persons engaged in the distribution . and transmission of petroleum products, water, tele- phone or telegraph messages, or electricity for the purpose of inspecting, repairing, maintaining, or upgrading any existing substations, sewers, mains, pipes, cables, utility tunnels, lines, towers, poles, tracks, and the like on any of its existing railroad or utility property or rights -of -way, or the extension of any of the above distribution -related facilities to serve development approved pursuant to G.S. 113A-121 or 113A-122; 3. Work by any utility and other per for the purpose of construction of facilities for the development, generation, and transmission of energy to the extent that such activities are reg- ulated by other law or by present or future rules of the State Utilities Commission regulating the siting of such facilities (including environmental aspects of such siting), and work on facilities used directly in connection with the above facilities; 4. The use of any land for the purposes of planting, growing, or harvesting plants, crops, trees, or other M �J NORTH i I % 3.15 t I ' ' II S MEAN HIGH I t WATER LINE I I II Sto. 4 t35 I 3 Ex I st . M H To Be Removed I Sta- It 14 Prop- MH Proposed S Pro p M H Ri m= 8. 23t Sto. 0 05 t I 12'' Thick Class B 2 R i m= 4.50 t Inv. = 3. 71 I I I Pro M H I Erosion Control Stone f Inv. = 0. 50 I I I Rim - 3.40 3 1 VI Plug Exist. 12" VCP South I t Inv. ( N) = 1.10 I 340 Erosion Control Stone Shall 9.13 i I Inv.(S) = 0.00 Not Extend More Than 5 Ft. INv.=0.20 I I I Woterword Of The Mean High q Water Line. t49 t5.7 t6.4 MNW o s, s t 75 t8.1 22.3' 6.et II 3 I t9.3 9.9t J 1 / 8.20t I 1 t8.21 I 3I i 4 2 94 5.17 ---t5_63 6.05 t6 9 t77 8.6t 6.19 1J \\ 8.44 v V Prop. I U, FF -- -� _- I 7.66 I t9I 9.45 8-12RCP F FM-- FM------- 6.54- - FM-- 693-- _� ..- - ._.+_ Inv. = I.00 ELEV.= $ EXIISTIN� 12' AC FORCE MAIN 6.04 -- FM-- -- +-- FM ----& -- FM- 4 - t4.65 t5.02 t5.63 t6.04 i Rook 3.4 4_0 468 t6.64 o tZ20 7.85t B E6 I 32 OGO 140 l�Fo II 18"CMP-- S Remove istin I " P I P T 1. tb.84 9.6Tt o - 3 9 - - - , � 3.2 3. 5 1 3 II 3.6 5.4 ��`` Prop. 15" - - --- 5.63 - - 6.01 i - 6.4,3 03 �7.67 �\ I - - O 6 Exist.Son. I I II rt- �- 8.79 9,44 Q 1 41 Exist. Son. 4.5-RCP 5.02 7.Ot p t7 794 I 8.4 - -t 9.2 10.4 t P r0 Sewer MH I 2 9t Sewer MH %-Exist. DI o01 0 0 r p Rim=-3S71 Rim n 5.60 Rim = 4.58 W 90 a27 I I t9.0 Inv. - 5.60 Inv. = 458 t5 a t6.8 . \ I Inv=-fi823 I I II / � � �2 ' a 12" Thick class B 4.61 r fS.T Erosion Control Stan 1 5.03 T.Ot t8.3 t9.1 I 4t I I Exist Storm I Exist. CB t9.6 0. f- I I II Exist. Pipe Rim =4.58 I ; SIC =8.36 I r W 1 1 II roBeAbandoned Inv. =0.21 S Retain Refoinf' I Inv.=4.96 W I I I II Proposed Exist. Pipe p I t I 1 8 t h S T R E E T Exist. Pipe I F. III 3.69 II Masonry Plug 5.13 t I W Y 8.38 I I 3 1 I Exist. DI o R i m = 4.23 I Inv. = I. 38 I S 0 W Plug Exist. I 111 II 12 ' VCP South I J Q I I d 5.50 t I W 4 05 8.59 X I t II I I W Q II m L E G END - 0 CONCRETE MONUMENT p WATER METER B TELEPHONE PEDESTAL I ,0r UTIL Iry POLE S C A L E 0 TREE Hurizontal 1=40 ID EXISTING FIRE YDRANT Vert i co I 1'' = 4' ----W---- EXISTING WATE LINE ----S---- EXISTING SEW R LINE ---= EXISTING STORM DRAIN I 1 N O R i it Sto. 0 t 38 Exist. DI To Be Removed Drob. DI Rim = 2. 90 Inv. = 0.08 Retain Pipe From West 7 th STREET Sta. I t 7 9 Exist. D I To Be Removed P roD . D I Rim= 2.90 Inv. = 0.44 3.0 3.6 I 7PrOp ,6 Exi3t. Son. Sewer MH Rim- 2.97 m 0 t 96 Inv. =-1.89 1 01 To Be Removed DI Rim = 2-40 Inv. = 0.23 I I I I 60' R/W I I I I I I I I I I I I Sto. 3t24 t Prop. D I Rim = 3.35 Inv. = 0,80 Retain Pipe From We\QI 10 Alley Exi Rim= 3.35 Inv.=1.42 3.4 3.4 3.8 -5-36 --- --5- --- 34---S-- 423 t t 4 33 I 3.95 1' I I Rernbve Exist.DI's I 3 / I - -3 3.4 3.5 3 8 43 11 I I3J� III I II I \Exist. 12"VCP Sto. 2t38 II �I3 To Be II Removed Exist. p l To Be Removed III 1 I I Pro D I II 1 Rim = 3.00 III �j Inv. = 0.58 Exist- 9 3. 7 Rlm=2.95 I Inv. - 1.32 Ref in EXis . DI's 3 • 10' Alley I I 1 3 78 t 8 th STREET S to. 3 t44 t Prop. D I R im = 3-20 Inv. = 0.88 Retain Pipe From West ExisExist. DI 0135 5 14,5 4.2 Ir 1 4 2 4.4 Exist. DI Rim = 2.88 Inv. = 1.42 W W F- cn et+n. a 10, PggO C/qt ,.�• O 9 W S • • _ "• SEAL cn 1972 UL �XH CARQ� ts 1. SEAL } = 6995 •_ '�ot NEED jo,r Etdd-4 - EtT i i C-- u N u _ - - -- n -- - - _ E_ _ E E E , -tt I 12 V C �-- - - -- - - - 0 , - R e a -- - - -- -- -- - - - - 0p SED - - -- - -- - - - -- VC E n P I p T e d ppr ++ - 1 t P - - - -- OP_ 12 R P A 0.25 -- - - -- -- - - MA ON Y PUG 'T - - - - - - LL m - a v i - --3. tr rr) 2 - a. - o 0 - E m - -- - - - - -- - -- T1- I - O O m o o -- - 0 I- - -- 1 - I -- - ---- --- -- --- -1 O F- D _ -. O CD - 4- 0 oTT- x W > e ;z ic -- - -- W c - W - - a c - or) c 4T t-H+H Id Ot00 It00 2t00 3t00 4t00 5t00 - - VV TOWN OF MOREHEAD CITY SECTION 3Z - 18 th STREET FROM BOGUE SOUND TO SHEPARD STREET SECTION 3LL - 700 BLOCK EAST ALLEY FROM CALICO CREEK TO FISHER STREET PAG E 8 OF 12 .