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Home My WebLink About56548D - SunsetMENNEN s tf;'( P&O'i l■■�1■■■ M�I�i'i��/i ti ■■ ONE -, Vll.lk 1\'I �R9 ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to 41- -1we}x4y located at 7O— S i�. / fifW(e,f— ,4'e- 4- Z,., Address, Lot, Block, Road, etc.) on lA-ti o r°� in �'� 0t�Ls ��'.4-P/ N.C. (Waterbody) (Town and/or County) He has described to me as shown in the attached application and project drawing(s), the development he is proposing at that location, and, I have no objections to his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) Print or Type Name Telephone Number Date ADJACENT RIPARIAN PROPERTY OWNER STATEMENT FOR CAMA MINOR PERMITS I hereby certify that I own property adjacent to LL""t 49- (� / A ffepe4y located at ' O f- 4-6__ 110) — ,l -z- 4- 11,411 Address, Lot, Block, Road, etc.) on 'i�ii o}'�,L in D, y, �� L �. r� Q-P/ N.C. (Waterbody) (Town and/or County) He has described to me as shown in the attached application and project drawing(s), the development he is proposing at that location, and, I have no objections to his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) Signature < . • A "V Print or Type Name Telephone Number Date ' ^JACENT RIPARIAN PROPERTY OWNER I hereby certify that I own property adjacent to -r'. C� Lit` 6Z 4- -3FOQe�tty located at `Co —� 1`- � ZJ�t.rt=�r, �a� Az! 4- ��cL �~ Address, Lot, Block, Road, Or.) Z on e s ( r�� sn ,�,? rt l - r .__ _ _:�,r_"J-�'�. t'G. N.C. (Waterbody) (Town and/or County) He has described to me as shown in the attached application and project drawing(s), the development he is proposing at that location, and, I have no objections to his proposal. (APPLICATION AND DRAWING OF PROPOSED DEVELOPMENT ATTACHED) Signature Print Type or Name Telephone Number Date 4g d'r"go3y �►�.�7� w�'�'� �!+s,•x� ("QJa� �N�9,��tr.� ar�� o(� rJ-t,(�'1 ��'� ("�3(`� Jj¢+S(�7 We# �l �4� uv- eA "W> CA O S cd � 51 4a 'S t � N` imp rm. a A-4 c 4 �iVy III 5 'i HANCOR N-120 HP 30"-60" STORM PIPE SPECIFICATION SCOPE This specification describes 30- through 60-inch (750 to 1500 mm) Hancor N-12 HP storm pipe for use in storm sewer and drainage applications. PIPE REQUIREMENTS • 30-60" (750 to 1500 mm) N-12 HP pipe shall have smooth interior and exterior surfaces with annular inner corrugations • 30-60" (750 to 1500 mm) N-12 HP shall have minimum pipe stiffness of 46 pii when testing in accordance with ASTM D2412. • Manning's "n" value for use in design shall be 0.012. JOINT PERFORMANCE Pipe shall be joined with the N-12 HP gasketed integral bell & spigot joint. 30- through 60-inch (750 to 1500 mm) shall be watertight according to the requirements of ASTM D3212. Spigot shall have 2 o-ring gaskets securely sea in a gasket groove. Gaskets shall meet the requirements of ASTM F477. Gaskets shall be installed by the pipe manufacturer and covered with a removal protective wrap to ensure the gaskets are free from debris and damage. A joint lubricant available from the manufacturer shall be used on the gaskets and I during joint assembly. FITTINGS Bell and spigot connections shall utilize a spun -on, welded or integral bell and a spigot with gaskets meeting ASTM F477. Fitting joints shall meet the waterti joint performance requirements of ASTM D3212. FIELD PIPE AND JOINT PERFORMANCE To assure watertightness, field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety precautions m be used when field-testing any pipe material. Contact the manufacturer for allowable leakage rates. MATERIAL PROPERTIES Virgin material for pipe and fitting production shall be impact modified copolymer polypropylene conforming with the requirements of ASTM D4101. INSTALLATION Installation shall be in accordance with ASTM D2321 and Hancor's recommended installation guidelines, with the exception that minimum cover in traffic are for 30- through 48-inch (750 to 1200 mm) diameters shall be 1' (0.3 m) and for 60-inch (1500 mm) diameters, the minimum cover shall be 2 ft. (0.6 m). Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depen on embedment material and compaction level, please refer to the Hancor Technical Note 2.03. Contact your local Hancor representative or visit our website at www.hancor.com for a copy of the recommended installation guidelines. PIPE DIMENSIONS Nominal Diameter, In (mm) r' r 30 36 48 60 (750) (900) (1200) (1500) r 36 42 54 67 1 (914) (1050) (1370) (1702) • Pipe O.D. values are provided for reference purposes only, values stated for 30- through 60-inch are i 1 inch. Contact a sales representative for exact values. • Gray interior aids post -installation inspectior • Less rigorous backfill requirements • Minimizes effects of backfill inconsistency HANCOR N-120' HP 30"-60" PIPE STORM DRAINAGE APPLICATIONS A new addition to our proven product line, N-12 HP (High Performance) combines advanced polypropylene resin technology with a highly engineered, triple -wall profile design for superior performance that far surpasses other traditional pipe products currently offered. N-12 HP's engineered design features a smooth exterior wall supported by a corrugated structural core resulting in significantly greater pipe stiffness and beam strength for reduced deflection and enhanced jobsite performance. Coupled with the superior strength of polypropylene, the product's smooth interior wall offers additional strength as well as the superior flow rates. The Triple Wall Design is available in 30"-60" diameters and a standard length of 20' with shorter lengths available. APPLICATIONS Storm sewer systems High performance drainage installations FOR FEATURES & BENEFITS • Advanced polypropylene resin technology • Highly -engineered triple -wall construction • Smooth exterior wall with corrugated structur • lighter weight pipe compared to traditional prc • Superior pipe stiffness • Greater beam strength • Extended bell -and -spigot with double gaskets for improved joint performance • Significant installed cost savings • Fewer joints maximizes system performance • Flexible joint alignment • Corrosion and abrasion resistant • Enhanced jobsite performance • Enhanced jobsite durability EXCLUSIVE TRIPLE -WALL DESIGN Standard and custom fittings available • Distinctive gray exterior makes HP pipe easil Smooth Exterior Wall identifiable versus traditional materials Corrugated Structural Core Swee t 1111"d r Wall! Hancor, Inc. Drainage Handbook WW2® HP 30" - 60" STORM PIPE JOINT SYSTEM Specifications • 1-25 (Joint configuration & availability subject to change without notice. Product detail may differ slightly from actual product appearance.) 'E O.D. 30" - 60" (750-1500 MM) Hancor, Inc. Drainage Handbook Specifications • 1-24 HANCOR N-120 HP 30"- 60" STORM PIPE SPECIFICATION Scope This s[mcification describes 30• through 60-inch (750 to 1500 mm) Hanoor N-12 HP Storm pipe for tj.,;o in grslvitY- flow applications. Pipe Requirements . 30- through 60-inch (750 to 1500 mm) pipe shall have a smooth interior and exterior surfaces with Innular inner corrugations. - 30- through 60-inch (750 to 1500 mm) pipe shall have a minimum pipe stiffness of 46 pii when tooted in ;accordance with ASTM D2412. . Manning s 'n` value for use in design Shall be 0.012 Joint Performance Pipe shall be joined with a gaskctcd integral bell & spigot joint. 3()` through 60-inch (750 to 1500 mm) ::hall be watertight according to the requirements of ASTM D3212. Spigot shall have two gaskots meeting the requirements of ASTM F477. Gaskets shall be installed by the pipes manufacturer and covered with a removable, protective wrap to ensure the gaskets are frct: from debris. A joint lubricant available from the manufacturer shall be used on the gaskc,K and bell during assembly. Fittings &:II & spigot connections shall Utiti70 a spun -on, welded or integral bell and spigot with gaskets rneelinq ASTM F477. Fitting joints shall meet the watertight joint performance requirements of ASTM D3212. Field Pipe and Joint Performance To assure watertightraess. field performance verification may be accomplished by testing in accordance with ASTM F2487. Appropriate safety prcambons must be used when field-testing any pipe material. Contact the rrlanufacturc:r for recommended leakage rates. Material Properties Virgin material for pipe and fitting production shall be impact modified copolymer polypropyk:ne conforming to tho requirements of ASTM D4101, Installation Installation shall be in accordance with ASTM 02321 and Hancor recommended installation guidelinen, with the exception that minimum cover in traffic areas for 30- through 4tHnch (750 to 1200 mm) diameters ,h;jll be onn foot (0.3 m) and for 60-inch (1500mm) diameters tho minimum cover shall be 2-ft (0.6m) in single run :.applications. Backfill for minimum cover situations shall consist of Class 1, Class 2 (minimum 90% SPD) or Class 3 (minimum 95%) material. Maximum fill heights depend on embedment material and compaction Icvcl; please refer to Technical Note 2.03. Cont.-ict your local Hancor representative or visit our website ;at www,h,mcor.c om for a copy of the latest installation guidelines. Pipe Dimensions Nominal E*Jr wwl to (,—J. _ halm LU. YJ tfi 413 1 bu in (nun) t7=0) (`OO) _11—) (I—) 4Nilx: Q.U." :16 47 b4 67 1n ¢nin} (nt4) (1ori7) ,Lt;t fz1 (nm).. "1111nUnm Hlk! W Rrhas 46 4r, 46 46' G,) OIL Doris Aw— (17n lv 'V() ;S;eo Third piny plpr` stif nasu t;uitrfimtkms ewes; avoilnhk_ up,in,oquort; CA' tesvi m :xrwdixicc! with ASTM U1417, except Uri; rote, of badi:lg ill *'Pita; O.D vaNDS use prm4dod Itx rcicrome purptxx:sa only, values stated `or :10- Uuough Windt are ? 1 inch. Cunw n sales representative for exact valtreti Minornlm r>il)a stiffness v.Amn1 h1 d: pnntact a lt.•prt--fcn"1ive lax Hancor; /r)c. Drainage Har)ribook Spccifications ♦ 1 25 N-12" HP 30" - 60" STORM PIPE JOINT SYSTEM (.k)brt Mt)NUfa(io fl R av*J,- hty:W*rt rrr rAWW wrUxwf mitico. r-Ir"ICt tictm7 may differ dicffi#y fAwrr �citrrl ExmfrrrJ n v u>,x,.) ,r, ,r,, : ` .- ASTM F477 CASKETS PIPE O.D. :w _ 60.. (ISII-1500 MM) licant: f"'l d Permit #: cribe below the HABITAT disturbances for the application. All values should match the name, and units of measuremen id in your Habitat code sheet. iitat Name DISTURB TYPE Choose One TOTAL Sq. Ft. (Applied for. Disturbance total includes any anticipated restoration or temp impacts) FINAL Sq. Ft. (Anticipated final disturbance. Excludes any restoration and/or temp impact amount) TOTAL Feet (Applied for. Disturbance total includes any anticipated restoration or temp impacts) FINAL Feet (Anticipated fins disturbance. Excludes any restoration ands temp impact amount) S L Dredge ❑ Fill Both ❑ Other ❑ Dredge ❑ Fill Both [IOther ❑ IRS L LS C� Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ Dredge ❑ Fill ❑ Both ❑ Other ❑ TOWN OF SUNSET BEACH RBC CENYURA BANK GENERAL ACCOUNT SUN6E$5/531BEACNC 700 SUNSET BLVD., N. SUNSET BEACH, NC 28468 (910)579-6297 DATE CHECK NO. 12/01/2010 6628 ****400 DOLLARS AND 00 CENTS **** "This disbursement has been Oppiovec NCDENR Local Government Bud I �Fiscs NC DEPT NATURAL ENVIRO RESOURE 126 CARDINAL DRIVE, EXTENSION WILMINGTON, NC 28405 CtiZ � C) (? �I / �y� - -�� AUTHO D SIGNATURE r/[i'01(0�G C3 2Q8`ii''.J1:-01S 3 L008 S01: 2 300000 3 L 9ii' CHECK $40 as required by Control Act" SUNSET BEACH 1281 - NCDENR NCE DATE DESCRIPTION AMOUNT DISCOUNT NET --------------------------------------------------------------------- 12/01/10 400.00 0.00 40 CULVERT REPAIR/40TH 11-4510-358 400.00 INLET & BAY ST cnpl5to'54 (b��) ECK # DATE GROSS DISCOUNT CHECK AN --------------------------------------------------------------------- 6628 12/01/10 400.00 0.00 40 JASCO SPECIALTIES & FORMS LLC [1-1423