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18-50043658, Concrete Supply Company approved FM (2) Harnett —11(-ThCOUNTY * A ellw u. « e. rs.. aw�s r %W uea.:nn ell winelanatal Plan Review, Inspection, and Permit Fees Application Number . 18-50043658 $200.00 0 Explosive Material (90 Days) $ - $100.00 ❑ Explosive Materials (72 Hours) $ - $100.00 ❑ Fireworks Public Display $ - $50.00 0 Final Inspection $ 50.00 $35.00 +$2.00 per device 0 Fire Alarm Testing $ - $35.00 +$2.00 per nozzle 0 Fixed Fire Suppression $ - $75.00 0 Insecticide Fog/Fumigation $ - $100.00 0 Pipe Test/UST/AGST $ - $50.00 o Plans up to 5000 sq ft $ 50.00 $100.00 0 Plans 5001 sq ft to 10,000 sq ft $ - $150.00 0 Plans 10,001 sq ft to 25,000 sq ft $ - $250.00 0 Plans 25,001 sq ft and over $ - $35.00 +2.00 per head 0 Sprinkler Certification Test $ - $50.00 0 Standpipe Testing $ - $50.00 0 Special Assembly (ie.amusement buildings,carnivals,fairs) $ - $75.00 0 Tents/Canopies/Air Supported Structure $ - $100.00 o Tank Installation (charge for each tank) 5 $100.00 0 Tank Removal (charge for each tank) $ - Total Devices/Heads $ - Total Cost S i cw,co Code Enforcement Official D. Banks Wallace 5/14/2018 Harnett COUNTY s.n.,.gs..icesDe ....•, FVP1- L/.Pi..:Nf, M, wwwj,Y.wu.ary Fire Marshal Division May 11,2018 Ronnie Currin P.O. Box 1166 Fuquay—Varina, NC 27526 Re: Concrete Supply 243 Progress Drive Fuquay—Varina, NC 27526 Application Number 18-50043658 Mr. Currin, Thank you for submitting the plans for the concrete supply plant. The plans have been carefully reviewed by a qualified code enforcement official to examine for compliance with the North Carolina Fire Prevention Code and all other fire protection regulatory documents. There are some items that were found during the plan review process that need to be addressed before a final inspection of the new facility can be given. These items are outlined and described below. • 505.1 Address Numbers o The physical address shall be installed on the building so that it is visible from the approach side. o Numbers should 6 inches in height and contrasting color. • 506.1 Knox Box o A secure key box shall be installed on the new building that houses all keys to all the doors within the building in which the fire department would need access to in the event of an emergency. o The box shall be mounted not to exceed 48—60 inches in height. o An order form is included with this letter. • 906.1 Fire Extinguishers o Fire extinguishers shall be placed in approved locations as indicated on the plan, and verified on the final inspection. o The fire extinguishers provided shall have a minimum rating of 2A 10 B: C and shall not be installed higher than 5 feet above the finished floor. Harnett Mr'. COUNTY *A r`rMt En�.Kr Union n•►•m.." nor-. o.rr.:�t VZ .rr.Jn.nnL•.q • 507.5.1 Fire Hydrant o Where portions of the building are more than 400 feet from a hydrant a hydrant must be installed. • 503.1.1 Apparatus Access Roads o An approved fire apparatus road shall be provided and extend to within 150 feet of all portions of the building's exterior. • 907.4.1 Duct smoke detectors o Activation of duct smoke detectors shall initiate a visible and audible supervisory signal at a constantly attended location and shall perform the intended fire safety function in accordance with the International Mechanical code. o Duct detectors shall be tested and approved at final inspection. • Fuel Tank Requirements: Pending requirements before tank permit issuance: • Submit engineered plans for the installation of each Aboveground Storage Tank(AGST) used for fleet-fueling and/or motor fuel dispensing operations. Approved and listed piping systems and all ancillary equipment for a complete installation shall be indicated on the plans as prescribed in the NC State Fire Code and NFPA 30. • It is also important to remember that the NC State Board of Registration for Professional Engineers and Land Surveyors require that a Professional Engineer(PE) seal all plans regarding ASTs/USTs Installations, piping, ancillary equipment upgrades, and vapor recovery system installations.Small tanks of 1,100 gals. or less capacity for commercial or noncommercial purposes and tanks used for storing heating oil for consumptive use on the premises where stored and the storage of Class IIIB combustibles are excluded from the PE rule. • Supports,foundations and anchorage for above-ground tanks shall be designed and constructed in accordance with NFPA 30 and the NC State Building Code. Submit plans that show approved design for each tank. • Submit tank manufacture sheets supporting the type UL approved tanks to be installed. • Provide quantity in gallons for each tank being installed and shown on the site plan. • Clarify if tanks will be used for dispensing into motor-vehicles? • Submit an approved site plan showing tank locations in relation to property lines, distance from buildings and roadways. • Draining control and diking is required unless listed secondary containment tanks are used. • Provide a description of each tanks use and methods of dispensing from tanks. • Dispensers used shall be approved and listed for appropriate fuel oil. / /-� Harnett �l COUNTY * A tF n ..,.o.K„s.. a....•.„ - [ARC en, ,,,..arwnemy V • Provide Safety Data Sheets from the manufacture of each type of flammable or combustible liquid stored or dispensed from each tank. After permit is issued and before final approval: • Installation shall be in accordance with all North Carolina Fire prevention codes and NFPA 30 standards. • All hydrostatic and pressure tests for tanks and piping shall be witnessed by the Fire Marshal's Office. • Contact the Fire Marshal's Office to witness the setting of tanks. • A final Fire inspection is required at the end of the project. • Call (910)893-0743 to schedule all fire inspections. Thank you again for submitting the plans for the new concrete supply plant. Please review the plans and adhere to any notes and alterations that were made in addition to the original drawings. These remarks are for the plans that were submitted and its original intent.These remarks do not apply if the original intent changes or what was submitted on the above date changes. If you have any questions, please do not hesitate to call this office. Sincerely, D. Banks Wallace Chief Deputy Fire Marshal fes :, Harnett ,. -"� COUNTY r/OM1 emnga•raiw aprawe lib/1ii (AROttNA �` Ir',( rewanahw,Ml.erq -. Approved By: Banks Wallace, Chief Deputy Fire Marshal 05/14/2018 3:20:32 PM Application for Plan Review Application# - S36 51' Ili Date Received: Received By: /q� Name of Project: I /� 1a-el fSnag, Physical Address of Project: 2'y. 7:161 F/&P5T 1 XK'r ✓t' ,NC fl �1 Plana Submitted By: f/�f®NNc" (,[,� t//inr F� Project Phone: ,( %J,q )-SSL-7e6 a? ContacteerspNAddress /SoNuie �u//�+� ...�._. e 1-tmay II'n,c le(G'I45'r,n `<.t ai-/772%/•Carl Contact Email 4E1pi(.Ja r' ® 1 drerrrn aIle/S0/13 -.. `pM Contact Phone: ( 7/-! )-.55k-/06:o 9 - r Contractor's Namellnto: id5 fib e N h Tt n '• ii �. Contractor's Phone: ( 9/% )-57---- 64o? • Plans that are submitted will be reviewed as quickly as possible with an average time of review between 7-10 working days. • Status checks may be conducted on plan reviews by visiting the website http:llhteweb.harnett.org/Click2GovBP/Index.isp or by calling the Harnett County Central Permitting Office(910-893-7525,Option#2),or the Harnett County Fire Marshal's Office(910-893-7580). • Approved plans must be picked up from the Central Permitting Office and all fees paid before any required inspections can be conducted. IR *. ..I� ) iii[iijiL ®^. >terod 2usnaw�i+r�xna ,�I p� 2E+ ! V i—' Iplu brki IS 1 .�id! 0 i �I ii _ ! it fi 11d I! I 1 I , � Ir 1$ 1 ° ! n .„ p � Ilii ' + . ... I� i iFli ipl . . t 1 , p l 1'p o 6{1( di p! I t i �iiiiiiiptl ! hi €oioo i 111 aliiij°i1°I 9ii li i e7 lii! iiiII � , flit!! p i * lip Ip + F _'��-I_ i I . 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ACA VRAWMEWES1fGMAIIY NOTE THIS PRINT NOT FOR ' CONSTRUCTOY.FOR • GENERAL REF.ONLY 8816 1 10' (REF.) (HOUSING) 20 H.P.,8,000 C.F.M. _-- (HOUSING) BLOWER SYSTEM _gymInI Uri" it ■n 4 ill UII III (72)8" III i ((DIA.8; • 138"LG. II \BAGS III,II • • • (REF.) X11 �!AIIYII� ■11 ILS l� n 1 En E 1111 /0 so At IIII i �IM io III, ^' MANAL OPTIONAL 16"INLET rte- I' -- CE AUTO I, I CEMENT \\\}� /J kr „ RECYCLE J IL-L-.l_ 1 • Jr r y- 9-7.. I I— 5,_1" —I RA-170 DUST COLLECTOR WITH OPTIONAL RECYCLE SYSTEM C&W MFG.&SALES CO. -- 6933 SHELMOR RD. ; . ALVARADO,TX.76009 (817)790-5000 HAL OWEN& ASSOCIATES, INC. SOIL&BNVIRONMENTAL SCIENTISTS P.O.Box.400,LIIIIngtonNC27546-0400 Phone(910)893.87431 Fax(910)8934594 www.halowensell.com 3 May 2017 MnRonnie Currin James Bobby Curtin&Sons Inc. PO Box 1166 Fuquay-Varina,NC 27526 Reference:Soli Investigation and Septic System Design Duncan Industrial Park Lots 13-15 Dear Mr.Currin, A site Investigation was conducted on 6 April 2017 for the above referenced properly, which le located.ow the eastern side ofProgress Dike-In.Harncft.COlmly,T{o,th Caroline, The purpose oft02111pp;llgalion vvgs re determine the abil i ty unsit and Lot I4/1S(combinee. ... ;each au pDl1`a'BLT181frI9ce'68We�O Wastp,U„I,gp aBl E IeIO gll.♦1`.i�04b r, �Ir''njep yhr.ar�i�Bn ess, ykll�ll'flnYbTl�p't6'49b'(IIIOA� EHt ; r> r � a —��— _... Involved. All ratings and detemrinatlons were made In accordance with 'Laws and Rules for Sewage Treatment and Disposal Systems, ISA NCAC ISA .1900". This report represents thy •.. professional opinion but does not guarantee or represent permit approval for any lot by the local Health Department. The permit you receive from the Health Department may contain some modifications or amendments to our submitted design. Please carefidly review your permit and adhere to all prescribed requirements.Pubilo water supplies will be utilized at this site. LOP 13 Tho soils were evaluated under moist soil conditions Through the advancing of auger borings. A portion of Lot 13 was observed to be underlain by soils rated as suitable for subsurface sewage waste disposal (Figure 1). These suitable soils were observed to be friable loamy sands and sandy teams to greater than 36 inches and will support long term acceptance rates of 0.6 to 0.8 gal/day/sqf. An Initial septic system end repair area have been designed for a design flow of 200 , gallons per day utilizing a long term application rate of 0,6 gal/day/sqf. The Initial septic system Is proposed a pump to ono 112 R conventional draintine. The repair system is designed as a pump to two 56 R conventional draluiines. The drainlines shonld be Installed on contour with trench bottom depths at 18 to 24 Inches below surface. Soil Science Investigations s 1Vetined Delineations,PeanlllIng,mid Consulting HAL OWEN&ASSOCIATES,INC. r T 14115 soils were evaluated under moist soil conditions through the advancing of an: borings. A ion of Lot 14/15 (combined) was observed to ha underlain by soils ,: • as provisionally so .le for subsurface sewage waste disposal (Figure 2). These r . Banally suitable soils were o -rued to be (Viable sandy clay looms to greater than • nches and will support long lens accept rates of 0.5 gal/day/sqn. An initial septic system a repair area have been I. gued fora design flow of 200 gallons per day utilizing a long term n' cation unto of r . tal/day/sgfl. The initial septic system is proposed as a pump to three 50 B Ion •ver 11151 drainlines (LTAR of 0.44 gal/day/sg11 used for design purposes). The repair sys Is proposed as a pump to three 45 B long conventional drainlines.The drainlines old bell -11ed on contour with trench bottom depths at 18-24 Inches below surface, Pu[enllal- a systemtlralnlines have been lietnonslrh(eul y ygtlotta Colon sl In(tags,' ihat littJtro :bn:Yhe loll-iJf-lr-ltnporlAnf9hrii'}rbYf915`i11it91f3fiHfi11r i . ":t+'lint''R`lr recoup nded that a staked line or protective fence be placed around I system prior to cefs ruction to eliminate any potential damage to the doll or the layout of the sysi I appreciate the opportunity to provide this service and hope to be allowed to osslst,you again in the future. If you have any questions or need additional information,please contact fuLN at your convenience. • Sincerely, i9 BOIL e02 tpA Kdssina B.Newcomb H . / 6 (� _ 3Aa �OFNrtaYAct NAI Owen Licensed Soil Sclwnlst Sold Sclonco Invesligidlons r Welland Dellneadon3,permitting,and Conmlling l i HAL OWEN&ASSOCIATES,INC, Soil Investigation and Septic System Design ` -� Duncan Industrial Park Lots 13 p 4' 4 . , 2 May 2017 ,aO� a �y Figure I.Lo/13 Solt Atop and Sea6)wfent Layout04 (y; �� ;iS� Line Color Dra0glne Measured Field Relative ,r 1 „"� sad, Li L . 0 Length(ft) Line Length(ft) Elevation(ft) ` �ppNp{s.,,6 . . 1 B 112 140 99.62 _ 2 R60 __ 100 98.59 3 W 66 100 __ — _ 97.01 — Total: 224 340 B.fA.En100 Scale 1 in=6011 I : f3,M•B, a BR' yr j/ R Dtatutteea me paced rmd npinailntate S97t hlnplulcrul • ola 1 Soil Science hmesligmlons o Welland Delineations,Permitting,and Cansollhig . • •` •` �} � +�5 \\ SJP'2J'J6"• ( . . 67. 79` i •;•. . / /• ' \: � S 10'12 • " 1 agYS / . / / .`. . \ 1 1 \ /// //. iw vv ,.a, � � , E \ 12Q 15 a v 1 7( 106GJ.z" w V 1 Ill ' • r�.� � 1 1 � I IIares � � •„`�, .�i i;” S 65'4 'S7" E At' 6 ,, a6.tJ . s, '.. :,.7 eft&of Mit of surraDt€sDs Fa+ '''\ ( AM SITE SEPTIC DISPOSAL.. • N I i% /-\ N V5.64atr\ li q y \V / vv vv I \ ' / \ a"/ 2.2Ja[roa /'�\ \ [ ' \\ // \ I \ ' dri II I V \ 1.65 wee \ I k ------ %� P- f 1, f— \ \ /II 66 i ' : I • 44 \ / 1.04 ores l l yd `` t @ | . k \ to , : • k/ -3 f § 5 { { CO r i R2 [ g ii © ® � ¢ I � 6.4 § ° 8k / - - ( com\ m 0IN I ® � 2 [ al 2 a mei , ! !� k !k . El co | O -3 , / � 0 | f & i■ I 3 | 0 ! w 7 \ . I { < > « I CD fil - : . \ 0 2 I a \ al 3 § 0 . ,� _ } C a a \ CO a a ! « . I } § \ i ( mi mi2 | ! Lot 7R has an existing sewer line already installed and is being used for Lot 4. We will be using the septic field on Lot 7R for the modular office trailer for the concrete plant. We will be using Lot 13 septic field for Lot 4 and installing a new septic field and connecting Lot 4 to the new septic field and recording an easement for the septic field. Hal Owen's field reports are attached for Lot 13. r. . .1„. 111111111111 11 r-. 11111111111.0201! 00 r I = ' 1 - I U \ /,�1II / LIJ Ire 14 ,1 I I n 41 ( : : 1 -------- *71 1:0 �� - L !i L - - - - - - - 11°N.4;1111/ 4---a--------�. II ( i'!� - Erzaracyl