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HomeMy WebLinkAboutAUTH-06-2023-197330.TIF County: Catawba CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2)/SL2022.11 PIN/tot Identifier: 46715639431 and 460715731625 Issued To: Junco Family Trust Property Location: 4021 Cheviot Hills Road ,Sherrills Ford, NC 28673 AOWE/PE Plans/Evaluations Provided: Yes 0 No❑ If yes,name and license number of AOWE/PE: Larry Thompson, AOWE 10016E Facility Type: Single Family Residence 0 New ❑Expansion 0 Repair ❑System Relocation Basement? ❑J Yes r]No Basement Fixtures? ✓❑Yes ❑ No Type of Wastewater System** Pump-To Accepted (Initial) Non-Treated Drip Dispersal (Repair) Design Daily Flow: 480 GPD Wastewater Strength: ❑domestic ❑high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? ❑Yes ❑d No Installation Requirements/Conditions Septic Tank Size: 1,000 gallons Total Trench/Bed Length: 400 feet Trench/Bed Spacing: 9 feet on center Drainfield square footage: 1,200 Trench/Bed Width: 36 inches LTAR:0-3 gpd/ftz Soil Cover: 6 inches Slope Adjusted Maximum Trench/Bed Depth: 13 Inches Aggregate Depth: N/A inches above pipe N/A inches below pipe 12 inches total Pump Tank Size(if applicable): 1,000 gallons Requires more than 1 pump? ❑Yes E No Pump Requirements: 33 ft.TDH vs. 28.44 GPM Grease Trap Size(if applicable): NIA gallons Distribution Method: ❑Serial ❑D-Box or Parallel 0 Pressure Manifold(s) ❑LPP ❑Other: Artificial Drainage Required: Yes❑ No❑✓ If yes,please specify details: Legal Agreements(If the answer is "Yes"to any type of legol agreements,please attach a copy of the agreement.) Multi-party Agreement Required(.1937(h)): ❑ Yes Elo Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)]: ✓❑Yes ❑No Declaration of Restrictive Covenants: ❑ Yes QNo "If applicable: I understand the system type specified is different from the type specified on the application. I accept the specifications of this permit. Owner/Legal Representative Print Name: Owner/Legal Representative Signature: _ Date. Pre-Construction Conference Required: Yes Q No❑ Conditions: System installer shall be pre-approved by Thompson Environmental Consulting, Inc. The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957, .1958,and.1959 are incorporated by reference into this permit and shall be met. Systems sha ins P in accordance with the attached system layout. AOWE/PE Print Name: Larry Thom s f fJ AOWE/PE Signature: ' Date: 2/15/23 This AOW.t/PE submittal is pursuant to and meets the requirements of G.S.130A-335(a2)and(a5). *See attached site sketch* 4021 Cheviot Hills Rd County: Catawba This Section for Local Health Department Use Only Initial submittal received:2/21/23 by RP Date lnitiols Permit Number: Auth-06-2023-197330 G.S. 130A-335(a6) states the following: 'If a local health department fails to act on an application for a construction authorization submitted pursuant to subsection(as)of the section within 10 business days of receipt of a complete application, the local health department shall issue the construction authorization.' In accordance with G.S. 130A-335(a5)the construction authorization application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the AOWE/PE and the Owner on Dote State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the AOWE/PE and the Owner on Dote State Authorized Agent: Date: © Complete /� �� /� State Authorized Agent: ,/'w/'{ 1 v4 Date of Issuance: 6/5/23 This Construction Authorization is issued pursuant to G.S. 130A-335(a2),(a5),and(a6)using the signed and sealed plans or evaluations attached here.This Construction Authorization is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified,inaccurate or misleading. The Construction Authorization shall not be affected by a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. Final landscaping shall be constructed to divert water and establish vegetative cover. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to plans,evaluations,preconstruction conference findings,submittals,or actions from a person licensed pursuant to Chapter 89C of the General Statutes as a licensed engineer or a person certified pursuant to Article 5 of Chapter 90A of the General Statutes as an Authorized On-Site Wastewater Evaluator in GS 130A-335(a2),(aS),and(al).The Department,the Department's authorized agents,and the local health departments shall be responsible and bear liability for their actions and evaluations and other obligations under State law or rule,including the issuance of the operations permit pursuant to GS 130A-337. Construction Authorization Expiration Date: 6/5/28 *See attached site sketch* AGENT AUTHORIZATION FORM PROPERTY LLE,GGAL DESCRIPTION: LOT NO. ''0-1 I 01 PHASE 32 PARCEL ID: 460715639431end 460715731625 STREET ADDRESS: 4021 Cheviot Hills Road Sherrills Ford, NC 28673 Please print: Pr er. Junco Family Trust Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize Larry Thompson, LSS of Thompson Environmental Consulting, Inc. (Contractor/Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address(if different than property above): 906 Acorn Way Denver, NC 28037 Telephone: 513-607-0253 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. The LSSILG evaluation(s)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3). The plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2),(a5)and(a6). Owner Signature: Owner Signature: 1pue4�c,iurco- Mi \JmcatFMlf.I@!GO'1l LSTI Date: Feb 16,2023 Date: Residential Subsurface Wastewater Treatment and Disposal System SL 2022-11 Proposal for Lot 107, Section 32 Crescent Land and Timber 4021 Cheviot Hills Road Sherrills Ford, NC 28673 Catawba County PIN: 46071563943land 460715731625 February 12, 2023 00%'o1111p/f ,,o e.t'tt4..,.......... Prepared for: �� O..' • • . 410 Junco Family Trust = ,.3�-�rtr: _ 7,Miguel Junco ! 'P- '� r r' 906 Acorn Way � .. ;: +�• U Denver, NC 28037 �''g• �''••••••••''' 513-607-0253 e4,• 77'HO taxt �►� ..Si. . Prepared by: 'OS 4`' Larry Thompson, REHS, LSS J •• •• . Thompson Environmental Consulting, Inc. • PO Box 541 9 V I : No:.- 1 1001 dE s Midland, NC 28107-0541 a it- Phone: 704-301-488144p ••.......•' �. ,.a Tarry@thompsonenv.com � .- :•4tV11►'t� • Details Miguel Junco has contracted with Thompson Environmental Consulting, Inc. (TEC)to prepare a Session Law 2022-I 1 septic permit package for a new 4-bedroom single-family residence to be constructed on Lot 107, Section 32 of Crescent Land and Timber located at 4021 Cheviot Hills Road,Sherrills Ford, North Carolina(Catawba County Parcel Number:46715639431). Based upon a soil evaluation performed by TEC, it was determined that a sufficient amount of "Provisionally Suitable" Group IV soils are available for a system installation on Catawba County Parcel Number: 460715731625 utilizing a Pump-To Accepted System for a 480 gallon- per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LIAR) with a Subsurface Drip Dispersal Repair with a 0.1 LTAR. The property will be served by a private well. The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3). This Location From Newton, take NC-16 S. to NC-150 E. I urn Irll onto NC-150 E., and left onto Cheviot Hills Road. Lot is located 0.2 mile on the left. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900. Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1,20I 7. Accepted Wastewater System No. AWWS-2003-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section,August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 NC Authorized Onsite Wastewater Evaluator No. I00I6E SC Certified Professional Soil Classifier No. Ill NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of I5A NCAC I8A), watertight, structurally sound, and 1,000 gallons in capacity. 2 2. The septic tank shall be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tanks have had time to properly cure and arc free of cracks or other structural deficiencies. B. Pump Tank I. The pump tank shall be State approved,of one-piece construction, watertight, structurally sound, and 1,000 gallons in capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted (i.e., C-293 boot with a stainless-steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established (a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant, Nana 4x rated control panel. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must he two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 5. Panel and control equipment shall include lightning protection, be protected from unauthorized access,and always remain accessible to the system operator. 6. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipe, Fittings and Supply Line I. All discharge piping, connectors, and supply lines should be made of SCH 40 PVC and fitted with pressure-rated couplings. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. The supply line will be constructed of 2-inch SCH 40 PVC pipe with pressure fittings and bored/sleeved underneath the Cheviot Hills Road crossing. D. Pressure Manifold I. A pressure manifold shall be used to distribute wastewater to the drainfield. 2. The pressure manifold shall be contained within an adequately sized box/vault that will allow future repair lines to be installed and is designed to allow for drainage of effluent that may accumulate in it during flushing and head pressure adjustments. The box should be placed upon a gravel base. 3. A gate valve shall be provided at the pressure manifold box to allow for final pressure adjustment(2 foot of head pressure as per design). 4. The pressure manifold shall be constructed of SCH 80 PVC. 3 5. There shall be 4 taps %z inch SCH 40 PVC. 6. The connecting pipe between the pressure manifold taps and the drainfield shall he constructed of PVC. H. Drainfield Installation I. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of four(4) lateral trenches 3-foot wide by 100-ft long. The total trench length is 400. 5. The maximum trench depth for this system shall be 13 inches. 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the health department. F. Final Landscaping 1. The final soil cover over the drainfield shall be a minimum of 6 inches deep. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed (if necessary) and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. <laintenunce G. In General I. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation equivalent to 25 percent of the tank's volume. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When cleaning the effluent filter, the filter should be removed, and the accumulated debris will be washed back into the septic tank—not onto the lawn. 4. Any damp areas, leakages, or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. 4 Design Specifics Daily Design Flow: 480 GPD—4 bedroom house Septic Tank Size: 1,000 Gallons(minimum) Pump Tank Size: 1,000 Gallons(minimum) Pump Requirement: 28.44 GPM at 33 ft head Dose Volume: 240 Gallons Pump Run Time: 8.44 Minutes Pump Tank Drawn Down: 11.43 Inches Recommended Pump: Liberty FL50 or equivalent Effluent Loading Rate: 0.3 GPD per sq. ft. Distribution Method: Pressure Manifold Number and Size of Taps: (4) '/3 Sch. 40 PVC Number of Drainlines (4) 3-ft Wide x 100-ft Long Total Trench Length: 400 Linear Feet Maximum Trench Depth: 13 Inches Repair Option Effluent Loading Rate: 0.1 GPD per sq. ft. Drainfield Type: Subsurface Drip Dispersal Required Linear Footage: 2400 Linear Feet Available Linear Footage: 2400 Linear Feet Maximum Trench Depth: 6 Inches 4021 Cheviot Hills Road Slope Stabilization Plan The following outlines the guidelines for choosing and installing the required fill material for the proposed wastewater disposal system cover. If there are any questions regarding these guidelines, design and installation personnel should contact the consultant for clarification. These guidelines are presented as Larry Thompson's professional opinion (Level I—Sediment and Erosion Control Certification)and are not dictated by Catawba County. However,Catawba County will be given the right to determine what constitutes suitable fill material and installation thereof, as the regulatory authority responsible for permitting this wastewater disposal system. Surface water diversion: An upslope swale/berm is recommended for surface water diversion. Water should be directed around the specified drainfield area. Straw wattle or coir fiber logs will be considered suitable alternatives to a constructed berm but must be maintained until grass has been established over the fill material in such a manner that surface water erosion is no longer a threat. Fill material composition: The fill material should consist of mineral soil with a textural classification of loam,clay loam, or sandy clay loam(Group III Soil),which is similar texture as the existing surface within the drainfield area. It shall consist of no more than 10 percent of rock fragments(>2 mm in size),organic material, etc. Screened soil is recommended for this application. Note: Before any earth moving activities are conducted on site,Catawba County should be contacted to mark the fill area boundary and inspect the moisture content of the soil. If the soils are too saturated,the system may not be installed. All site work should be conducted by machinery with tracks instead of pneumatic tires. 1. Clear and grub the site by hand in such a manner as to minimize soil loss and compaction. 2. Remove vegetation less than 8 inches in diameter from the drainfield area. 3. Install the prescribed drainlines. 4. After drainline installation and inspection by Catawba County, the trenches may be backfilled with the native material. At this time, the additional soil cover may be applied to achieve the minimum 6 inch cover requirement. 5. The fill material should extend five feet beyond the proposed drainfield area and blend into the natural contours of the site. From this point, the fill should be tapered down to the surrounding ground surface at a 1:6 slope. Sown Grass Option: The entire area should be temporarily seeded with an appropriate turf species for the area,covered with hay or other suitable temporary cover that will both protect the seed and soil from erosion while the grass is germinating. Sod Option: An alternate to sown grass would be the installation of fescue sod rolls. If this option is chosen,the sod shall extend a minimum of five feet in all directions from the installed drainfield area. Lake Norman ` Monument u Concrete Lot 109 Found 1 -, Flush 14 y, i 1 Found Q2 Taff / , � @ \ r N Lot 109 ,�o Contour Field \jk 'Cli6 \\ I r / T60 Contour Reba' field Located ,, round ocated 1. 0.1'M '0�, \ T Ground !,-r fj _ pj 30'From "� '� �' � ma Contour !! 1 ..� -.: $q.FL. ��' Cot 1pl1 - �, cy I ;;p;.,' ores IO c cA 4607156•• -31 r e d EIN4 - u t ) 60'From ...:•::::•:. N + �/ '? Asp Contour 1 , 4 ti r ._.:. I .a! cot t� h, .:,:: ,.,. ,. c, 14 Rebor • J Found a 3' Toil uc /:'•:`' Cl - co.MApy6:T81r 109.48 Tice *x O:nm: e-n',-0z. ,."4-,,----„.-t'.'r. F4--.rd;.a,.,...4-...1_„15•.1 b 1s Ea roaI Rsbar :;`r . . VI - CheVi°t il11 1985 •R• 18 t 75 F d + � $.R .50 47 149. �� ���[• t 1 ao' RIR �� Deed/ dL�;an e S t tic 1 ° 14eber Prop ��„` � _ , 2.001o9Ft Septic Easement .'- C4 0.02 Acres � C6 • , i, . 4vi-, � , - �%tot 107. St;t;tioi y 76 Cxe/scent Land & Tir . 1 . �E`i. tar. ears. plat Book 15, PaE '•_•III Cowane Fae � ••.• *it / .. fP.B- 6J, Pq. t 46.592 Sq.Ft. Outside ar •r• P. .r7f 731.23 Outside or I „r 1.04 Acres �33) •.., lox Pin No.: 460715; • �� P4 y Trust ''► •. ,�f//. 1:7:anc, � ��• _ � asses . c .r < IT sQp7t5731615 o n• 3 D n < n Q p. o r nTi < m ?feet oAt ro R a a I.-.....,1.2 1{'rdf6 {mod 0 4414 Co B. J.8•�P M Patly obi = is,..... g g) — O — aN O LZ0C n O — - _ a G$ 0 S O O N =y= u � = a O T rD Z = 3 N i 11 C=CO fD N•c „(11 >mC m W °- g VV.,r i{•. 06- 7023-1 g79I r l Lake Norman } Monumcmte ent mef t 109 Lot found r " ' 1:50 14 Rebor Al z "+r Vp, f. Found �0 0.2' roll; ' °, 1! 13-" � Lot 109 d Field Locvted 2 ------ -.-' la \ \ 67 \ \\`‘k\c --- i .� 760 Contour 04 Rabar —�� F "P ` Field Located Found \I 30' From I Nio ' `fir' & 760 Contour j . 4•C'i !. Sq• Lot 109 ```1 pt:� ores 4 T15S- ' .- 1 V +••:•:•••:: 46� o* �� 50' Fran CV rY t': 7t0 �pAtpll �} r AGp .'ti1� ��k ��f • r l of 109 0 ' 60 :35, Sotto -- ound r "�` 41 �.,r,I r= tvtao76'38`E 189.48 Tie _ �1� pR 'ft�tBYt m �� WAS• • �Qg•�04 �49.�5 /4/9,yRenbye oposed! Co iki 6 _ea a Septrc ' I - /320010( Rebar . Proposed/ Easement -�� Septic , C4 0.02eAcres r /. .fir G6 ' «,� �0� • �� Lod 207, •Sec•tto; 7,,, • • • •• Iv ' ' & Tim ...,:>7" 4. 74, .7,s Crescent Land 1 -" revs PIa€ Book 15. Pad C10 - .. , •:ment jde Ol' . '. r • �� COMQt1s Ford.dro•ArDev _, , - •/P.13. s3 P . 13 • 4 592 Q.F . outs 'lox Pin N•.: •0715735525 Outside or a _ 3�) a // TQx Pin lVo.: 46d735'. P • —;1 Trust • �"" Y Pg. 1678 �-� '' •- - . ./-////. • • • I 1111171 nrers. Lit. f c cn v cn o p = t DeottOpmen t 51 0�.¢�y+ _ . v 0 -, c m = 0 Pg. t33 o err, 012_ m 460715731625 `3g'S 76' co / ibra C o a �L r �J �p� $"`o � �-- 9• 9) --__. 1 Thompson Environmental Consulting, Inc Tax ID Number: 46715639431 PO Box 541 Location: 4021 Chevlol Hills Road Midland, NC 28107-0541 Date: February 4.2023 A 1. c J ~.., r ,.., • . o i • . . . .. . . . : . ,, ... I .. . -51 a 3 > 1.-. M ea H ; K 0. - n• Aa s y V -H . 1 . � k - - iss.—,' -6 1• 1 M 4 • w A . P in �x • II . • , o. . • fr. . ..i j :' .. , `. `,. F E+ it lli C IV ii**pumps. ,....••„ -. Pump Specifications &�1r,� � �1 I � FL50 Series 1 /2 hp t. �,�;. Submersible Effluent Pump I,, 6,. Flow(titers Per Minute) 0 38 76 114 151 189 227 265 303 341 379 60 .-,_.----I 1 ,_... , --4 1 -I $ r 18 NN\s\s\\\\ 50 - 15 40 — 12 1 �' 30 - 9 il v A so _ s 20 -- 6 10 - - - 3 0 --• 1 • • . • 1 1 / 4 • - , 0 0 10 20 30 40 50 60 70 80 90 100 Flow(GPM) 11.10-)I■12JJW2012 CCary.yld 3012 Lthaty►rnp be MI nira rewind 5pc.6ai.an.u.elaa w d,.nrr whose.01,, liblA FLDO-Series Dimensional Data 1 I.2in 285m m ", a '� I111 �'� r • O f.Uri l' •,I, � 1 vr, i r, -, �(;°.'-.I— Cy 1-1/IT NPT DISCHARGE FLANGE \1 /� ) (OPTIONALNPT DISCHARGE • � .�IIII//..• 7WHEN FLANGE IS REMOVED) { R3.4in [87mm 1— 1 1iii if) r% , III a• • III 1 etro, J 1 6.4in 10. [417MMJ I �II 12.8in [325mm I _I I Ix i '�. ,m _i_ .:.• III iv f>. ■■ iir.'I�_$& �t.. 4.6in '' 1111 [118mm] 115V CORD ASSEMBLY 230V CORD ASSEMBLY --1-AND PIGGY BACK SWITCH AND PIGGY BACK SWITCH NIII..MPAMeo.MMII FL 50 SERIES DIMENSIONAL M NOMAAIb1=WA.DM K Ok.w_11 11!101!I,11OPINIr a JIM MOS MC.AM Ir1100111CICell.Mr 011 AI Ate! meow 114 MEIN l �r1a 1I NOV 2f/1012 I � .A X men non IOC a wow „ ,1lCou l Do KM,U011 Daww . IMAM 17114 Jra..P 1 RJ0_P21I2i7070I Z OGpyn/M 3013 bbury hops Moe A$tiyro Iaaalosd lOsoboomos Woos.o allow lobar n.uo. P*: Thompson Environmental Consulting, Inc. Tax ID Number: 46715639431 PO Box 541 I,oraticm; 4021 Chrvlot Hills Road Midland, NC 28107-0591 Dale: February 4,,2023 Recommended Pressure Manifold Design (Number of Taps May Vary) rT'•And hood orma& W lopped with raid,.dope°r,[Aer isei Soh milk Inside..q, � -- I -- ---- lyd,crr) F p•wok. z i �� 'KM] MEo— I e 1 r 1 , r r 1 own* 11111111 (t foiL.Y woo)) ! ° ° u �.° • S T..sarloa halvah* tYol vein elk No dloommnl Pint) 1 1 1 1 1 1 l'Cs•mirk atm. ^Olarvclan pawl tts•.rl0i ew.da f broudo to realm u h r.r.wabl•rode • t/u1ck4 rill STANDARD CHAMBER 57 4ulck4 Standard Chamber 45- (EFFECTIVE LENGTH) 8 1111-i40--- 4-11 II ii II @Bill 12' f 34' SIDE VIEW SECTION VIEW MuldPort End Cm171...,........ _ hap` is__ _. .. 2_..) mir i* ,61; ..___ __ i_ „.....1_,_ _LigH,... ..wil. I' I AIM III --- 1 Mal I �.kill ---' ��• $4. 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Y *momato *momInc I.Iar for I.•IeTIIIr,ae v.o thiamin.In Farm Ilal Shawn Inc e and Ireb.e.Irlrka By.Mna Inc 2003 Wawa*NM*Inc Palm, S .PoM.opd.QAd't3a Oddd'Mr r()l 1 r OOt206N': ,.h ati,, ,.... . ,., , ., s .._. ,, „ .. , • .„ ..„,.,.,. STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION ROY COOPER J.ERIC BOYETTE GOVERNOR SECRETARY Catawba County March 20,2023 Miguel Antonio and Nydia Junco-Homeowners 806 Acorn Way Denver,NC 28037 SUBJECT: Approved encroachment E123-018-23-00103,for a Septic Line to be placed crossing Cheviot Hills Rd(SR1985)in Catawba County. Attached is an approved encroachment agreement for 60 LF of 2"SCH 80 PVC sewer line encased within 40 LF of 3"SDR-13.5 I-IDPE conduit being installed by directional boring and open trenching methods to be placed crossing Cheviot Hills Rd(SR 1985)in Catawba County. The encroaching party shall comply with all applicable state and federal environmental regulations and shall obtain all necessary state and federal environmental permits,including but not limited to,those related to sediment control,storm water,wetland,streams, endangered species,and historical sites. An executed copy of the Approved Encroachment must be on the construction site at all times. Approval is given subject to provisions in the Agreement and attachments thereto which are made a part of the agreement. The encroaching party shall advise the District Engineer at(704)748-2400 at least forty-eight(48) hours prior to the date of beginning work on installation of this encroachment. Furthermore,it will be necessary for you to notify the District Office in writing when work is completed on this installation. The Department of Transportation does not guarantee the right of way on this road,nor will it be responsible for any claim for damages brought by any property owner by reason of the installation. Sincerely, Paar�.r y: ;pr.r .. 3731110EXCOMPS Travis R.Jordan,PE District Engineer Division 12, District 3 TRJ:tec MAILING ADDRESS; TELEPHONE.(700 74R•2400 LOCATION: NC DEPARTMENT OF TRANSPORTATION 1031 EAST GASTON STREET DIVISION 12,DISTRICT 3 FAX:(704)74R-2403 I INCOINTON,NC 28042 1031 EAST GASTON ST CUSTOMER SERVICE: l-R77-36R-496R LINCOLNTON,NC 28092 WERS1TE:InVIENCDOT,Q(V STATE OF NORTH CAROLINA ROUTE SR1985 PROJECT COUNTY OF Catawba DEPARTMENT OF TRANSPORTATION RIGHT OF WAY ENCROACHMENT AGREEMENT AND- PRIMARY AND SECONDARY HIGHWAYS Miguel Antonio and Nydia Junco-Homeowners 1)06 Acorn Way Denver,NC 28037 THIS AGREEMENT.made and enlorod into this 20th clay of March 20 23 by and between the Dopartment the - - of Transportation,party of the first part;and Miguel Antonioett-d Nydia Junco-Flutneowners party of the second part, WITNESSETH THAT WHEREAS,the party of the second part desires to encroach on the right of way of the public road designated as Route(s) Cheviot Hills Rd(SR 1985) .located 4021,3996,and 3902 Cheviot Hills Rd Shcrrills Ford,NC 28673 with the construction and/or erection of: 60 LF oft"SCH 80 PVC Sewer line encased within 40 LF of 3"SDR 13,5 HOPE encasement pipe.Utility to be installed by directional bore with a maximum bore size of 4.5", WHEREAS,it is to the material advantage of the party of the second part to effect this encroachment,and the party of the first part in the exercise of authority conferred upon it by statute,is willing to permit the encroachment within the limits of the right of way as indicated,subject to the conditions of This agreement: NOW,THEREFORE,IT IS AGREED that the party of the first part hereby grants to the party of the second part the right and privilege to make this encroachment as shown on attached plan sheet(s),specifications and special provisions which are made a part hereof upon the following conditions.to wit: That the instillation,operabon,and maintenance of the above described facility will be accomplished in accordance with the party of the Erg parts latest POLICIES AND PROCEDURES FOR ACCOMMODATING UTILITIES ON HIGHWAY RIGHTS-OF-WAY,and such revisions and amendments thereto as may be in effect at the date of this agreement Information as to these policies and procedures may be obtained from the Division Engineer or State Utility Agent of the party of the first part. That the sad party of fie second part binds and obligates himself to install and maintain the encroaching facility m s.,ch sale and proper condition that It will not interfere with or endanger travel upon said highway nor obstruct nor interfere with the proper ma-Manama thereof,to reirnburse the party of the first part for the cost incurred for any repairs or maintenance to its roadways and structures necessary due to the installation and existence of the facilities of the party of the second pan,and if at arty time the party of the fast part shalt require the removal of or changes In the location of the said facilities,that the said party of the second part binds himself.ha successors and assigns,to promptly remove or alter the said facilities,in order to conform to the said requirement,without any cost to the party of the first part That the party of the second part agrees to provide during construction and any subsequent maintenance proper signs.signal lights. flagmen and other warning devices for the protection of traffic in conformance with the latest Manual on Uniform Traffic Control Oircere for Streets and Highway;and Amendments or Supplements thereto Information as to the above rules and regulations may be obtained from the Division Engineer of the party or the fIrsl pan, Thai the party of the second part hereby agrees to indemnify and save harmless the party of the first part from all damages and clakns for damage that may an se by reason of the installation and maintenance of Pas encroachment Thal the party of the second pan agrees to restore al areas disturbed during installation and maintenance to the satisfaction of the Division Engineer of the party of the first pert. Ina party of the second pal agrees to exercise every reasonable precaution during construction and maintenance to prevent eroding of sort,silting or pollution of nven.streams,lakes.reservoirs,other water impoundments,ground surfaces or other property,or pollution of the air. There shall be compiance weft applicable rules artd regulations of the North Carolina Diasion of Environmental Management,North Carolina Sedimentation Control Commission,and will ordinances and regulations of various counties.municipalities and other official agencies relating to pollution prevention and control. When any installation or maintenance operation disturbs the ground surface and existing ground cover.the party of the second part agrees to remove and replace the sod or otherwise reestablish the gross cover to meet the satisfaction of the Division Engineer of the party of the first part That the party of the second pan agrees to assume the actual cost of any inspection of the work considered to be necessary by the Division Engineer of the party of the tied part That the party of the seined part agrees la have available at the construction site,al all limes during construction a copy of this agreement showing evidence of approval by the party of the first part. The party of the first part reserves the right to slop all work unless evidence of approval can be shown Provided the work contained hi this agreement is being performed on a completed highway open to traffic;the party el the second part agrees to give w+teen notice to tie Division Engineer of the party of the fast part when ell work contained herein has been completed. Unless specifically requested by the party of the first part written notice of completion of week on highway projects under construction will not be required That In the case of noncompliance with the terms of this agreement by the party of the secorxf part,the party of to first pad reserves the right to slop all work until the facility has been brought Into compliance or removed from the right of way a1 no cost to the party o1 thin first part That It is agreed by both parties that this agreonenl shall become Cold if actual construction of the work contemplated herein Is not begun within one(1)year from the date of auihrxballnn by the party of the first part unless written waiver is secured by the party of the second part from the party of the first parr During the performance of this contract.the second party.for Itself.Its assignees and successors In interest(hereinafter referred to ova the contractor).agrees as follows: a. f:umtitlanco with RtioulaggetN: The contractor shall comply with the Regulations relative to nondiscrimination in Federally- assisted programs of the U S.Department of Transportation,Title 49,Code of Federal Regulations,Part 21,as they may be amended from time to lima,(hereinafter referred to as the Regulations),which ere herein Incorporated by reference and made a part of this contract. b Nondiscrimination. The contractor,with regard to the work perforated by it during the contract,shall not discriminate on the FORM RIW 16.1 (Rev.July 1,1977) pro its of rau odor.a Mond oriel in the selection end net inbon or wbeontractors,Indudm0 vroa remand of metensb w beans of equipment The Imo/actor due not partOpMe tether din dty or hereby in Irro afarnhabon pohleced Dy S.cbn 215 d the Reput tior'a.including rnpbncent Praceoes when is centred carers a program eat tent n Apancnx P d ilte RepdeCone • iblore los 51-toriebactLiteddtw PrccunIrante of Meterrpla ripiCedRagg In el eorctabcn.tnsr by Vern an s Min"or nepotution Rude by the cowmen for ere to be performed unar a mrocnmrsol inch/Ono pros`emend d mebwleti a WSW or atxnpmaM.nor potential sub:wit:add or supper Mel be nwPed by the cdntaraor d its co tridor.oblprlats tree is cCntrap and tie Regulators Ware ro rondaidtatirstion on an.crowds a Moe cotot or raadryh ondn. zituna0graggikpiri The oonaeaor snai:prrde aS rdornaton and repot`inquired by the or dtr*obu.l ramrod pursuant throw.end Mel pima arms fo b boobs records aboptlal►altrsame a�eubt;and Si *odes as may 0e deMminsd by is Depeem.rr of Trot-vendor,o me Faihd Weepy py AdtMnYtraion b be gipped d arlr tarn oorlpsrta nih and Rp tetgns or canvases Intros any t&oreeco Mina Of a mMraclof le ha iro maim*pauma on of mother who lase or mama fo furnish Pb+ Wombat.is ecereelet ow to Nary b the Ommensrt d Trenep..O0t,or the Federal Highway Ad atetreaon ee endrodini.and sve sat forth mat*licit A nas made to Minis kdo nnabcn O 'M lie Weft M to cart/sclera nonccmpbnce w h ale nonbscrmmetrm prrxatc s d tie* w ini repo.ff aud1 contract*.metes as■or the Federal HOth*sy Adrreiwrelbn 66611di011Vain• a aPiraNt ls. but na limed to. I)+4Mdtirn or peyrr.rita to the coreepe elder he centraot until he convector complies,meld 2)art eilerm,MrnInleon or suspension din oowaet in whole or in part i timaistl9n d Prose`s T a.contractor shoe include Me pntmeons on nomograph' through r m.vary subcoroacT rnauanp poax nronee of nouns*ens liaise a equipment,„roe«smpt by is R.phaaoro.or draewes scud ptxewra Petit The contactor Shall bias Mph argon ebb weed to any atomruracl or precu erne as t a enertrant or Transportation or is Federal Heaney Abnriitdbn mey Bract as a means Of eMarotn etch paneon Indudwg ..neon for noicompieroe. PrwtdM however.Meet h the me mt.mrwamor became liwcarad In►o le Mrentened with. btpalon wan a eu0oanbaobr or supped as a`Rent of such ondat the contrector may impose the Depeeneet of irellepOrtaltecn to enter eila facet ittpeton to Probed the syresh of the this.and.Mt ad.don.Cr ormadoe may request is UMW States to ardor Yet such u,gamn to protect he intermits of the United Sera RAN(161)'Party Of the Second Part celtiflea that this agreement is true and accurate copy of the form RNV(161)incorporating all revisions to date IN WITNESS WHEREOF.each d the parties to this agreement has caused the same to be executed the day and year first above written DEP SPORTATION ay: T.rwe:. ATTEST OR WITNESS: 37 SE aaaseiFe EER ifV4tept 1Q4e s7A.Vt.7 1.38 1f11t0n Second Party tisniUCiIQr g i abeam isap000rrerootatan or a murrc�ety,the ap le agnsement must rove Ms torale seat and be attested by the corprrabon dramal swathe,on by el the• ilewtpn Officedcity .Fait unties a wither of.gporats seat and aaeretbn trF tea secretary or by pie empowered City M negw of Nit&Way In the epees credal in obis egr..mem for execution the net,*01 bUi•corporation rpo ationo miwaoparny shalt b.typed ebony the name.and tee re C pe rsons aqn raj tiro igrsament shouu be typed Moray uormunt Mon is apptran is not a hror vratio n,then ha s pn*are must be witnessed by one person The address+route be inch/dad in On iOtlsment and the ranee or en persons signing he agreement Maid be typed cane*below Moir eleryNfe The apron eht must be scampered.in the form of in aaacnmenf,by plane Or*IMMOs Roguing the fdrovrng spplcede nformatxm t AK rea]ways and ramps 2 light of nay Knee and whare adicate,ors conrol of aaeee lines 3 LCC/non of he ex:ebW and proposed encroachment 4 reopen,lire end typed anchtracfnroni 5 Ue hod of Mater label be rca from *norm:rune/4 to shooing o cersmart*Wows s7 n by h y eta number11'Mon number be obler baba sham be shornMellow trom by O encroachment den ami bawlmt Faint lea,es.=dope.road.Inerseobo i*ter (To ma*In deeds `or two `, , encroac menice} Ceparimentti t odwey glens may be seen ei the vends ttdiwey°melon offices or et the ualechS Draned*menu or wow r ultirnd by Routes+men(cow vents/and horltorib ramenrcns born trrxoadtm.nt to`wed ben 01 stnett re) o Method of aea,ernsrit b dUrogs lvuchree or onagr s it) manhole dation 11 Lmank On tadarproud Wan the depth of Wry under as traveled lanes.shoulders.(Itches.sdcwaaa.1 etc 12 sal ono hoe or ercasernen VOWS lectured Oared oroennps,rMbetran es to method ce crow*.taring rid Adag.oxen ar et: 14 Lanigan 0f rants r,eaveaut edste.fflenJENT2 1 My anschTeill lo e=Kona or UOser arlYa4 atnrchxe mull be approved W the Head of Str ictu-t Ca it Rao IX&to auwrgaron Q.amoacrrrtera e the Deepen ErtWassr ' ' ngn 2 Al meows'redden se user as cold*normal to the eareenne a she tegfrwey thrlifIklaTi eird net hammer 6Mr �1�orrdisisidas o onarteso was antcablecables above lie mowers must corlorm tit deacons Met let it 4 Encasements shoe erra�lam AM M Is each Si in let melons and 5 beyond toe d slop.,ran le seuwns S. Ali rots footed be eslenaed btiN stoat a �d swnapyhmeths Siire or as whereas required bl the Dsprtmant TAl NPe ensmdsn4 to n es Whlp soma greater Snag .standrds end epeGMaetltM d iro Oep r1 sent ni spec*proviso+.ce.p.cdadfere as to Ole perromence of ale work or to method a1 mrxtrud,on Mat may be required by the Ospartre t must be shown on a,pear shed attedad to snaoschmenl.green.n prannd.d teal con svmaudon Cannot be sown on pane or drswi nge a Nh Cepet a Meson rn mshouton eet be an nonce by rn•sopscom prior m adwt t ton a rnwastmn EXHIBIT A SPECIAL PROVISIONS Encroachment ID: E123-018.23-00103 Route: SR1985 Project: Cheviot H_Ilis Sewer County: Catawba -- Encroaching Party: Miguel Antonio and Nydia Junco Work Description: 60 LF of 2"SCH 80 PVC encased within 40 LF of 3"SDR-13.5 HDPE conduit Approval Date: 0312012023 Pre-Construction Contact Offices &Outside Agency Issues/Contactllnfo 1. Approval may be rescinded upon failure to follow any of the provisions in this permit and may be considered a violation of the encroachment agreement. 2. The encroaching party shall notify the District Engineer's Office three (2) business days prior to beginning construction. Please notify Michael Watson, by e-mail at mwatson@ncdot.gov or by telephone at(704)748-2400. 3. Failure to provide these notifications prior to beginning construction is subject to the Division Engineer's discretion to cease construction activity for this encroachment. NCDOT reserves the right to cease any construction or maintenance work associated with this Installation by the encroaching party until the construction or maintenance meets the satisfaction of the Division Engineer or their representative. 4. NCDOT Contacts: Name Title Telephone E-Mall Travis R.Jordan,PE District Engineer (704)748-2400 trjordan1@ncdot.gov Michael Watson - Assistant District Supervisor (704)748-2400 mwatson@ncdot.gov Todd Lutz Engineering Technician III (704)748-2400 tlutz@ncdot.gov Jeffre Kani a Engineering Technician III (704)748-2400 jikanipe@ncdot.gov Travis Carswell - Engineering Technician I (704)748-2400 , tccarswell@ncdot.gov 5. Prior to beginning work, it is the requirement of the Encroaching Party to contact the appropriate Utility Companies involved and make arrangements to adjust or relocate any utilities that conflict with the proposed work. 6 It shall be the responsibility of the encroaching party to determine the location of utilities within the encroachment area. NCGS§87-115 through §87-130 of the Underground Utility Safety and Damage Prevention Act requires underground utilities to be located by calling 811 prior to construction. The encroaching party shall be responsible for notifying other utility owners and providing protection and safeguards to prevent damage or interruption to existing facilities and maintain access to them. 7. The encroaching party shall notify the appropriate municipal office prior to beginning any work within the municipality's limits of jurisdiction. 8 Excavation within 1000 feet of a signalized intersection will require notification by the encroaching party to the Division Traffic Engineer at telephone number 980-552-4120 no less than one week prior to beginning work. All traffic signal or detection cables must be located prior to excavation Cost to replace or repair NCDOT signs, signals,pavement markings or associated equipment and facilities shall be the responsibility of the encroaching party. 9. This agreement does not authorize installations within nor encroachment onto Railroad Rights-of-Way Permits for installation within the Railroad Right-of-Way must be obtained from the Railroad and are the responsibility of the encroaching party. 1 10. At the option of the District Engineer, a preconstruction meeting including representatives of NCDOT, the encroaching party, contractors and municipality, if applicable, shall be required. A pre-construction conference held between a municipality(or other facility owner)and a contractor without the presence of NCDOT personnel with subsequent construction commencing may be subject to NCDOT personnel ceasing any work on NCDOT right-of-way related to this encroachment until such meeting is held. Contact the District office to schedule. 11. At the discretion of the District Engineer,a Notification For Utility 1 Non-Utility Encroachment Within NCDOT RAN form (see corresponding attachment)with the scheduled pre-construction meeting and associated construction schedule details must be completed and submitted to the District Engineer's office a minimum of one week prior to construction. 12. At the discretion of the District Engineer, the encroaching party(not the utility contractor)shall make arrangements to have a qualified inspector, under the supervision of a Professional Engineer registered in North Carolina,on site at all times during construction. The registered Professional Engineer shall be required to submit a signed and PE sealed certification that the utility was installed in accordance with the encroachment agreement. 13. The encroaching party and their construction contractor must sign and submit the NCDOT Workforce Safety Plan for Encroachment Activities: COVID-19 form to the District Engineer prior to construction. 14. The attached Duke Energy response to the NCDOT COVID-19 Workforce Safety Plan shall be applied for allemployees on the job site unless otherwise directed by the District Engineer. Legal and Right-of-Way 15. This approval and associated plans and supporting documents shall not be interpreted to allow any design change or change in the intent of the design by the Owner, Design Engineer, or any of their representatives. Any revisions or changes to these approved plans or intent for construction must be obtained in writing from the Division Engineer's office or their representative prior to construction or during construction if an issue arises during construction to warrant changes. 16. NCDOT does not guarantee the right of way on this road, nor will it be responsible for any claim for damages brought about by any property owner by reason of this installation. It is the responsibility of the encroaching party to verify the right of way. 17. Encroaching party shall be responsible for obtaining all necessary permanent and/or temporary construction, drainage, utility and/or sight distance easements. 18. No commercial advertising shall be allowed within NCDOT Right of Way. 19. The encroaching party shall obtain proper approval from all affected pole owners prior to attachment to any pole. Bonds 20. A Performance and Indemnity Bond in the amount of$ xxx.xx shall be posted with the District Engineer's Office by the Party of the Second Part prior to beginning any work within the NCDOT Right of Way. The bond shall be held for a minimum of one year after a satisfactory final inspection of the installation by NCDOT. The bond maybe held for a period longer than one year after completion if, in the opinion of NCDOT, the size or complexity of the installation warrants a longer period. 21. The release of the bond is subject to a final inspection by NCDOT. Contact the District office to schedule a Final Inspection and request to release of the bond. Work Zone Traffic 22. Traffic control shall be coordinated with the District Engineer and the Division Traffic Engineer,MX. XXXX at telephone(xxx)xxx-xxxx, prior to construction. 2 21 WORK ZONE TRAFFIC CONTROL QUALIFICATIONS AND TRAINING PROGRAM All personnel performing any activity inside the highway right of way are required to be familiar with the NCDOT Maintenance 1 Utility Traffic Control Guidelines (MUTCG). No specific training course or test is required for qualification in the Maintenance/Utility Traffic Control Guidelines (MUTCG). All flagging, spotting,or operating Automated Flagger Assist Devices(AFAD)inside the highway right of way requires qualified and trained Work Zone Flaggers. Training for this certification is provided by NCDOT approved training resources and by private entities that have been pre-approved to train themselves. All personnel involved with the installation of Work Zone Traffic Control devices inside the highway right of way are required to be qualified and trained Work Zone Installers.Training for this certification is provided by NCDOT approved training resources and by private entities that have been pre-approved to train themselves All personnel in charge of overseeing work zone Temporary Traffic Control operations and installations inside the highway right of way are required to be qualified and trained Work Zone Supervisors. Training for this certification is provided by NCDOT approved training resources and by private entities that have been pre- approved to train themselves. For questions and/or additional information regarding this training program please refer to https://connect.ncdot.aov/proiectslWZTC/Pages(Training.aspx or call the NCDOT Work Zone Traffic Control Section(919)814-5000. 24. The party of the second part shall employ traffic control measures that are in accordance with the prevailing federal,state, local, and NCDOT policies, standards, and procedures. These policies, standards, and procedures include, but are not limited to the following: a. Manual on Uniform Traffic Control Devices(MUTCD)-North Carolina has adopted the MUTCD to provide basic principles and guidelines for traffic control device design, application, installation, and maintenance. North Carolina uses the MUTCD as a minimum requirement where higher supplemental standards specific to North Carolina are not established. Use fundamental principles and best practices of MUTCD(Part 6,Temporary Traffic Control) b NCDOT Maintenance I Utility Traffic Control Guidelines -This document enhances the fundamental principles and best practices established in MUTCD (Part 6,Temporary Traffic Control),incorporating NCDOT-specific standards and details. It also covers important safety knowledge for a wide range of work zone job responsibilities. c. NCDOT latest Roadway Standard Drawings. 25. If the Traffic Control Supervisor determines that portable concrete barrier(PCB)is required to shield a hazard within the clear zone, then PCB shall be designed and sealed by a licensed North Carolina Professional Engineer. PCB plans and design calculations shall be submitted to the District Engineer for review and approval prior to installation. 26. Ingress and egress shall be maintained to all businesses and dwellings affected by the project. Special attention shall be paid to police, EMS and fire stations,fire hydrants, secondary schools, and hospitals_ 27. Traffic shall be maintained at all times. All lanes of traffic are to he open during the hours of 6:00 A.M. to 8:00 A.M. and 4:00 P.M.to 6:00 P.M. Monday through Friday, during any time of Inclement weather, or as directed by the District Engineer. Any violation of these hours will result in ceasing any further construction by the Encroaching Party or their contractor. 28. Nighttime and weekend operations will he NOT allowed without written approval received from the District Engineer. If nighttime or weekend work is allowed or required, all signs must be retro-reflective, and a work zone lighting plan must be submitted for approval prior to construction. 29. Two-way traffic shall be maintained at all times unless designated by the District Engineer. Traffic shall not be rerouted or detoured without the prior written approval from the District Engineer. If the construction is within 1000 feel of a school location or on a designated bus route, the construction shall be coordinated with the school start and end limes to avoid traffic delays. 3 Utility or Non-Utility work approved under an encroachment agreement will NOT be allowed to work on ANY Road.detain and for alter the traffic flow on or during Holidays and Holiday weekends special events, or any other time when traffic is unusually heavy, including the following schedules HOLIDAY AND HOLIDAY WEEKEND WORK RESTRICTIONS 1 For unexpected occurrence that creates unusually high traffic volumes, as directed by the District Engineer. 2. For New Year's Day, between the hours of 8:00 AM December 31st and 8:00 PM January 2nd. If New Year's Day is on a Friday, Saturday, Sunday or Monday, then until 8:00 PM the following Tuesday 3. For Easter, between the hours of 8:00 AM Thursday and 8:00 PM Monday 4. For Memorial Day, between the hours of 8:00 AM Friday and 8:00 PM Tuesday. 5. For Independence Day, between the hours of 8:00 AM the day before Independence Day and 8:00 PM the day after Independence Day. If Independence Day is on a Friday,Saturday,Sunday or Monday,then between the hours of 8:00 AM the I hursday before Irdepencence Day and 8:00 PM the Tuesday after Independence Day. 6. For Labor Day, between the hours of 8:00 AM Friday and 8:00 PM Tuesday. 7 For Thanksgiving Day, between the hours of 8:00 AM Tuesday and 8:00 PM Monday. 8 For Christmas, between the hours of 8:00 AM the Friday before the week of Christmas Day and 8:00 PM the following Tuesday after the week of Christmas Day. Holidays and holiday weekends shall include New Year's, Easter, Memorial Day, Independence Day, Labor Day,Thanksgiving,and Christmas. 30. Work requiring lane or shoulder closures shall not be performed on both sides of the road simultaneously within the same area. 31. Any work requiring equipment or personnel within 5 feet of the edge of any travel lane of an undivided facility or within 10 feet of the edge of any travel lane of a divided facility shall require a lane closure with appropriate tapers and signage in accordance with the MUTCD, MUTCG and the NCDOT Roadway Standard Drawings. 32. At the discretion of the District Engineer, a traffic control plan shall be developed and submitted under the seal and signature of a Licensed North Carolina Professional Engineer prior to construction. The plan shall be specific to the site and adequately detailed. Issues such as the close proximity to intersections shall be addressed. 33. The Contractor shall not begin the construction until after the Traffic Control Devices have been installed in accordance with the MUTCD, MUTCG and NCDOT Latest Roadways Standard Drawing or the Approved Plan. 34 Any pavement markings that are damaged or obliterated shall be restored by the encroaching party at no expense to NCDOT. 35. Sidewalk closures shall be installed as necessary. Pedestrian traffic shall be detoured around these closures and shall be signed appropriately and in accordance with The American with Disabilities Act Accessibility Guidelines. The encroaching party must adhere to the guidelines for accommodating pedestrians in encroachment work zones as described in the NCDOT Pedestrian Work Zone Accommodations Training found at https://www.youtube.comlwatch?v=AOuYa5IW3dq&feature=youtu.be. Roadside Environmental 36. The encroaching party shall comply with all applicable Federal, State and Local environmental regulations and 4 shall obtain all necessary Federal, State and Local environmental permits, including but not limited to, those related to sediment control, stormwater,wetland, streams,endangered species and historical sites.Additional information can be obtained by contacting the NCDOT Roadside Environmental Engineer regarding the North Carolina Natural Heritage Program or the United States Fish and Wildlife Services. Contact the Division Roadside Environmental Engineer's Office at 980-552-4250. 37. When surface area in excess of one acre will be disturbed, the Encroacher shall submit a Sediment and Erosion Control Plan which has been approved by the appropriate regulatory agency or authority prior to beginning any work on the Right of Way. Failure to provide this information shall be grounds for suspension of operations. Proper temporary and permanent measures shall be used to control erosion and sedimentation in accordance with the approved sediment and erosion control plan 38 The Verification of Compliance with Environmental Regulations(VCER-1)form is required for all non- utility encroachment agreements or any utility encroachments when land disturbance within NCDOT right of way exceeds 1 acre. The VCER-1 form must be PE sealed by a NC registered professional engineer who has verified that all appropriate environmental permits(if applicable)have been obtained and all applicable environmental regulations have been followed. 39 The contractor shall not begin the construction until after the erosion control devices havebeen installed to the satisfaction of the District Engineer or their representative. 40. All erosion control devices and measures shall be constructed, installed, maintained, and removed by the Encroacher in accordance with all applicable Federal, State, and Local laws, regulations,ordinances, and policies. Permanent vegetation shall be established on all disturbed areas in accordance with the recommendations of the Division Roadside Environmental Engineer. All areas disturbed (shoulders, ditches, removed accesses, etc.) shall be graded and seeded in accordance with the latest NCDOT Standards Specifications for Roads and Structures and within 15 calendar days with an approved NCDOT seed mixture (all lawn type areas shall be maintained and reseeded as such). Seeding rates per acre shall be applied according to the Division Roadside Environmental Engineer. Any plant or vegetation in the NCDOT planted sites that is destroyed or damaged as a result of this encroachment shall be replaced with plants of like kind or similar shape. The kinds of seed and fertilizer, and the rates of application of seed, fertilizer, and limestone, shall be as stated below. During periods of overlapping dates,the kind of seed to be used shall be determined. All rates are in pounds per acre. Shoulder and Median Areas August 1 -June 1 May 1 -September 1 20# Kentucky Bluegrass 20# Kentucky Bluegrass 75# Hard Fescue 75# Hard Fescue 25# Rye Grain 10# German or Browntop Millet 500# Fertilizer 500# Fertilizer 4000# Limestone 4000# Limestone Areas Beyond the Mowing Pattern,Waste and Borrow Areas August 1 -June 1 May 1 -September 1 100# Tall Fescue 100# Tall Fescue 154 Kentucky Bluegrass 15# Kentucky Bluegrass 30# Hard Fescue 30# Hard Fescue 25# Rye Grain 25# German or Browntop Millet 500# Fertilizer 500# Fertilizer 4000# Limestone 4000# Limestone Approved Tall Fescue Cultivars 2 Millennium Coyote Inferno Olympic Gold Signia Avenger Davinci Justice Padre Silverstar Barlexas Dynasty Jaguar 3 Paraiso Southern Choice II Barlexas II Dominion Kalahari Picasso Stetson Barrera Duster Kentucky 31 Piedmont Tarheel Barrington Endeavor Kitty Hawk Pure Gold Titan Ltd Biltmore Escalade Kitty Hawk 2000 Prospect Titanium 5 Bingo Falcon II, Ill, IV&V Lexington Quest Tomahawk Bravo Fidelity Magellan Rebel Exeda Tacer Cayenne Finesse II Masterpiece Rebel Sentry Trooper Chapel Hill Firebird Matador Regiment II Turbo Chesapeake Focus Matador GT Rembrandt Ultimate Constitution Grande II Millennium Rendition Watchdog Chipper Greenkeeper Montauk Scorpion Wolfpack Coronado Greystone Mustang 3 Shelby Approved Kentucky Bluegrass Cultivars Alpine Apollo Arcadia Arrow Award Bariris Bedazzled Bordeaux Champagne Chicago II Envicta Impact Midnight Midnight II Rugby Rugby II Showcase Sonoma Approved Hard Fescue Cultivars Chariot Firefly Heron Kenblue Minotaur Nordic Oxford Reliant II Reliant IV Rhino Scaldis II Spartan II Stonehenge Warwick On cut and fill slopes 2:1 or sleeper add 20#Sericea Lespedeza January 1 -December 31 Fertilizer shall be 10-20-20 analysis. A different analysis of fertilizer may be used provided the 1-2-2 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as a 10-20-20 analysis and as directed. 6 Temporary seeding Fertilizer shall be the same analysis as specified for Seeding and Mulching and applied at the rate of 400 pounds and seeded at the rate of 50 pounds per acre.German Millet,or Browntop Millet shall be used in summer months and rye grain during the remainder of the year.The Engineer will determine the exact dates for using each kind of seed. Fertilizer Topdressing Fertilizer used for topdressing shall be 16-8-8 grade and shall be applied at the rate of 500 pounds per acre. A different analysis of fertilizer may be used provided the 2-1-1 ratio is maintained and the rate of application adjusted to provide the same amount of plant food as 16-8-8 analysis and as directed. 41. Prior to installation,the Encroaching Party shall contact the District Engineer to discuss any environmental issues associated with the installation to address concerns related to the root system of trees impacted by boring or non-utility construction of sidewalk,roadway widening, etc. 42. The applicant is responsible for identifying project impacts to waters of the United States (wetlands, intermittent streams, perennial streams and ponds)located within the NCDOT right-of-way. The discharge of dredged or fill material into waters of the United States requires authorization from the United States Army Corps of Engineers (USAGE)and certification from the North Carolina Division of Water Quality(NCDWQ).The applicant is required to obtain pertinent permits or certification from these regulatory agencies if construction of the project impacts waters of the United States within the NCDOT right-of-way.The applicant is responsible for complying with any river or stream Riparian Buffer Rule as regulated by the NCDWQ. The Rule regulates activity within a 50-foot buffer along perennial streams, intermittent streams and ponds. Additional information can be obtained by contacting the NCDWQ or the USACE. 43. The contractor shall perform all monitoring and record keeping and any required maintenance of erosion and sediment control measures to maintain compliance with stormwater regulations. STIP (or Division Managed) Projects 44. State Transportation Improvement Project(STIP)"-XXXXXX is scheduled for future construction. Any encroachment determined to be in conflict with the construction of this NCDOT project shall be removed and/or relocated at the encroaching party's expense. y'► � .�+9�?fi !►� , s ►i !i} Construction General 45. An executed copy of the encroachment agreement, provisions and approved plans shall be present at the construction site at all times. If safety or traffic conditions warrant such an action. NCDOT reserves the right to further limit, restrict or suspend operations within the right of way. 46. The Encroaching Party and/or their Contractor shall comply with all OSHA requirements. If OSHA visits the work area associated with this encroachment, the District Office shall be notified by the encroaching party immediately if any violations are cited. 47. Any REVISIONS marked in RED on the attached non-PE sealed plans shall be incorporated into and made part of the approved encroachment agreement. 48. The contractor shall not begin the construction until after the traffic control and erosion control devices have been installed to the satisfaction of the District Engineer. 49. All Open cuts shall be backfilled, paved and traversable prior to removing the lane closure. 50. The encroaching party shall notify the District Engineer or their representative immediately in the event any drainage structure is blocked, disturbed or damaged.All drainage structures disturbed, damaged or blocked shall be restored to its original condition as directed by the Division Engineer or their representative. 51. The encroaching party shall notify NCDOT for an inspection before covering any new or altered 7 pipe or drainage structure. The encroaching party may be required to uncover any new or altered drainage within the right of way that has not been inspected. 52. A minimum of 5 feet clearance is required for utility installations beneath or near drainage pipes,headwalls,and a minimum of 2 feet clearance below the flowline of streams. If directional drilling, a minimum of 10 feet clearance distance is required from drainage structures and a minimum of 5 feet below flowline of streams. 53. At points where the utility is placed under existing storm drainage,the trench will be backfilled with excavatable flowable fill up to the outside diameter of the existing pipe. 54. Unless specified otherwise,during non-working hours,equipment shall be located away from the job site or parked as close to the right of way line as possible and be properly barricaded in order not to have any equipment obstruction within the Clear Zone.Also,during non-working hours, no parking or material storage shall be allowed along the shoulders of any state-maintained roadway. 55. Guardrail removed or damaged during construction shall be replaced or repaired to its original condition, meeting current NCDOT standards or as directed by the District Engineer or their representative. 56. The resetting of the Control of Access fence shall be in accordance with the applicable NCDOT standard and as directed by the District Engineer or their representative. 57. Right of Way monuments and markers disturbed during construction shall be referenced by a registered Land Surveyor and reset after construction. 58. All Traffic signs moved during construction shall be reinstalled as soon as possible to the satisfaction of the District Engineer or their representative. 59. Any utility markers, cabinets,pedestals, meter bases and services for meter reading required shall be as close to the Right of Way line as possible. If it is not feasible to install at or near Right of Way line,then written approval shall be obtained from NCDOT prior to installation. 60. All driveways disturbed during construction shall be returned to a state comparable with the condition of the driveways prior to construction 61. Conformance with driveway permit review should be required in conjunction with this encroachment agreement. In the event there is a conflict between the driveway permit and the encroachment agreement,the District Engineer should resolve the conflict and notify the parties involved. 62. If the approved method of construction is unsuccessful and other means are required,prior approval must beobtained through the District Engineer before construction may continue. 63. All disturbed areas are to be fully restored to current NCDOT minimum roadway standards or as directed by the District Engineer or their representative. Disturbed areas within NCDOT Right-of-Way include, but not limited to, any excavation areas, pavement removal,drainage or other features. Engineering 64. All traffic control,asphalt mixes,structures,construction,workmanship and construction methods,and materials shall be in compliance with the most-recent versions of the following resources:ASTM Standards, Manual on Uniform Traffic Control Devices, NCDOT Utilities Accommodations Manual, NCDOT Standard Specifications for Roads and Structures, NCDOT Roadway Standard Drawings, NCDOT Asphalt Quality Management System manual, and the approved plans. 65. If any proposed structure is not of a design pre-approved by NCDOT,the encroaching party shall submit details and design calculations signed and sealed by a Professional Engineer for approval prior to construction. 8 66. Prior approval for any blasting must be obtained from the District Engineer or their representative 67. Regulator stations, metering stations, cathodic test stations, and anode beds are not permitted within NCDOT right of way. Header wires are permitted. 68. Non-Utility Communication and Data Transmission installations (ground mounted type or Small Cell pole-mounted type)must adhere to guidelines in the Utilities Accommodations Manual and, when located within municipal jurisdictions, are subject to review and approval by municipal ordinances and any additional municipal approval for proximity to historic districts and landmarks. All wiring and related telecommunications work shall conform to the latest regulations by the Federal Communications Commission. 69. All wiring and related electrical work shall conform to the latest edition of the National Electrical Safety Code. 70. All utility facilities, including manholes, valve boxes, meter boxes, splice boxes,junction boxes, vaults and access covers,within NCDOT right of way shall have been designed for HS-20 loading rated for continuous traffic. A listing of currently approved manholes and vaults is available at: https.//apps.ncdot.qov/vendor/approvedproducts/ Default.aspx verify approved product#(NP--------). Location Within Right-of-Way 71. All utility access points, such as manholes,vaults.handholes,splice boxes and junction boxes shall be located as close to the right of way line as possible and shall not be placed in the ditch line, side slopes of the ditches or in the pavement. All manholes, handholes,splice boxes,junction boxes and vaults and covers shall be flush with the ground when located within the vehicle clear zone. Slack loops for telecommunications in industry standard housing units shall be buried a minimum of 18 inches when buried or meet minimum NCDOT vertical and horizontal clearances when installed aerially. 72. Fire Hydrants shall be of the breakaway type. Hydrants shall be placed near the right of way line, In curb and gutter sections with written approval from the District Engineer,the hydrants may be placed at 6' behind the back of the curb or minimum 2' back of sidewalk. 73. Luminaire and/or utility poles and guy wires shall be set as close to the Right of Way line as practical and outside the Clear Zone in accordance with the latest version of the AASHTO Roadside Design Guide (See corresponding attachment)or made breakaway in accordance with the requirements of NCHRP Report 350. Any relocation of the utility poles from the original design due to Clear Zone requirements shall require a re- submittal for the utility design. (see corresponding attachment) 74. Luminaire and/or utility poles shall be set a minimum of 5.-6"behind face of any guardrail or otherwise sufficiently protected. However,standard placement may be reduced to 3'-6"behind face of guardrail when posts are spaced 3'-1 W.or where speed limit is less than 55 MPH 75. Hot box(aka ASSE 1060)or Safe-T-Cover type enclosures covering utility main pipe joints, backflow preventers,valves, vent pipes, cross connections, pumps,grinders, irrigation assemblies,transformers, generators,and other similar large appurtenances shall be located outside sight distance triangles and off of the NCDOT Right-of-Way. 76 Sprinkler heads shall be located a minimum of 10 feet from the edge of pavement, edge of shoulder, or back of curb whichever is greater and shall be directed so that water does not spray or drain on the roadway surface, sidewalk, or passing vehicles at any time. Upon completion of the installation and prior to activation of the system, the Encroacher shall contact the District Engineer to schedule a test of the system to verify the spray pattern. Sprinkler systems shall not be operated during periods of high wind or freezing weather, or to the extent that the subgrade adjacent to the pavement structure becomes saturated. NCDOT reserves the right to require immediate termination and removal of any sprinkler system which in its judgement and opinion adversely affects safety, maintenance, or operation of the roadway. Excavation 77. Excavation material shall NOT be placed on pavement. 9 78. It is the responsibility of the encroaching party or their contractor to prevent any mud/dirt from tracking onto the roadway. Any dirt which may collect on the roadway pavement from equipment and/or truck traffic on site shall be immediately removed to avoid any unsafe traffic conditions. 79. The utility shall be installed within 5 feet of the right of way line and outside the 5-foot minimum from travel lane plus theoretical 2:1 slope from the edge of pavement to the bottom of the nearest excavation wall for temporary shoring.Temporary shoring is required when a theoretical 2:1 slop from the bottom of excavation will intersect the existing ground line less than 5 feet from the outside edge of an open travel lane as shown in the figure below or when a theoretical 2:1 slope from the bottom of excavation will intersect any existing structure,support,utility, property,etc.to be protected. Traffic in Outside Uhl Lane Open to rTrelfa 6 6 Une Around Bottom of Excavation Theoretical • Edged 2:1(H:V)Slope Peremant Tragic Shined(Outside Lana Closure) Lane Open to Lane Closed • aiding t3round r Wu MLA 6f( VI `R H�\, _Bottom of Theoretical Excavation 21(H:V)Slope if the 2:1 slope plus 5 feet requirement above is met for traffic, / \ then temporary shoring is typically only necessary to protect 'Theoretkal roadways from damage when a theoretical 1:1 slope from the 1:1(IFIV)Slope edge of pavement Intersects the nearest excavation wall. This �Pavement) n °i rule of thumb should be used within caution and does not apply to all subsurface conditions,surcharge loadings and excavation geometries. Additional guidance provided below. 80. If the 2:1 slope plus 5 feet requirement above is met for traffic,then temporary shoring is typically only necessary to protect roadways from damage when a theoretical 1:1 slope from the edge of pavement intersects the nearest excavation wall.This rule of thumb should be used with caution and does not apply to all subsurface conditions, surcharge loadings and excavation geometries.Situations where this 1:1 slope is not recommended include groundwater depth is above bottom of excavation or excavation is deeper than 10 feet or in Tvoe B or C soils as defined by OSHA Technical Manual. Temporary shoring may be avoided by locating trenches, bore pits, and other excavations far enough away from the open travel lane,edge of pavement and any existing structure,support, utility,property,etc. to be protected. Temporary shoring shall be designed and constructed in accordance with current NCDOT Standard Temporary Shoring provisions(refer to httos://connect.ncdot.gov/resources/Specifications/Pages/2018-Specifications-and- Special-Provisions.aspx and see SP11 R002). a. Temporary excavation shoring, such as sheet piling,shall be installed.The design of the shoring shall include the effects of traffic loads.The shoring system shall be designed and sealed by a licensed North Carolina Professional Engineer. Shoring plans and design calculations shall be submitted to the District Engineer for review and approval prior to construction. (See NCDOT Utilities Accommodations Manual for 10 more information on requirements for shoring plans, design calculations, and subsurface investigation report )Trench boxes shall not be accepted as temporary shoring and will not be approved for use in instances where shoring is required to protect the highway, drainage structure, and/or supporting pavement or structure foundation. b All trench excavation inside the limits of the theoretical 2:1 slope plus 5 feet requirement, as defined by the policy, shall be completely backfilled and compacted at the end of each construction day. No portion of the trench shall be left open overnight, Any excavation that is not backfilled by the end of the workday must address any safety and traveling public concerns including accommodations for bicycles, pedestrians and persons with disabilities c. The trench backfill material shall meet the Statewide Borrow Criteria. The trench shall be backfilled in accordance with Section 300-7 of the latest NCDOT Standard Specifications for Roads and Structures. which basically requires the backfill material to be placed in layers not to exceed 6 inches loose and compacted to at least 95%of the density obtained by compacting a sample in accordance with AASHTO T99 as modified by DOT. d. At the discretion of the District Engineer, a qualified NCDOT inspector shall be on the site at all times during construction. The encroaching party shall reimburse NCDOT for the cost of providing the inspector. If NCDOT cannot supply an inspector,the encroaching party(not the utility contractor)should make arrangements to have a qualified inspector, under the supervision of a licensed North Carolina Professional Engineer, on the site at all times.The Professional Registered Engineer shall certify that the utility was installed in accordance with the encroachment agreement and that the backfill material meets the Statewide Borrow Criteria. e. The length of parallel excavation shall be limited to the length necessary to install and backfill one joint of pipe at a time. not to exceed twenty-five(25)feet. 81. All material to a depth of 8 inches below the finished surface of the subgrade shall be compacted to a density equal to at least 100% of that obtained by compacting a sample of the material in accordance with AASHTO T99 as modified by the Department. The subgrade shall be compacted at a moisture content which is approximately that required to produce the maximum density indicated by the above test method. The contractor shall dry or add moisture to the subgrade when required to provide a uniformly compacted and acceptable subgrade. The option to backfill any trenches with dirt or either#57 stone or#78 stone with consolidation with a plate tamp and without a conventional density test may be pursued with the written consent of the District Engineer.If this option is exercised, then roadway ABC stone and asphalt repair as required will also be specified by the District Engineer. Directional Bore 82. NCDOT required information for Encroachments using Horizontal Directional Drilling (HOD) In addition to submittal requirements outlined in the NCDOT Utilities Accommodations Manual, this information must be submitted either explained on this form or in other documentation submitted for the encroachment requests using HDD. (see corresponding attachment) 83. Boring equipment will be provided of a type and size to facilitate boring in the local geologic conditions and shall be able to facilitate the encroachment work. 84 When Horizontal Directional Drilling(HDD)is used,the following stipulations apply: a. Use drilling fluids as appropriate for the type soils but use of water alone is prohibited Pump drilling fluids only while drilling or reaming. Directional boring using jetting with a Bentonite (or equivalent material)slurry is recommended. Monitor flow rates to match the amount leaving the bore hole and donot increase pressure or flow to free stuck drill heads, reamers or piping. Open cutting to retrieve stuck drill heads is not allowed without prior permission from the District Engineer. b. The minimum depth shall adhere to the table below for transverse and longitudinal(under non-controlled access, partial controlled access,or limited controlled access roadway) installations and refers to maximum diameter of hole drilled and not the dimension of the carrier or encasement pipe. Diameter of Drilled Hole (Backream) Minimum Depth of Cover 11 2"to 6" 5 feet >6" to 15" 12 times hole diameter(e.g. 6 inch hole means 6 feet minimum depth) >15"to 36" 15 feet or greater c. Under fully controlled access roadway installations,the minimum depth for transverse crossings shall be 15 feet under any pavement(ramps or thru lanes). d. An overbore(backrcam diameter)shall not be more than 1.5 times the outside diameter of the pipe or encasement under any highway for pipes 12 inches in diameter or less. For pipes with outer diameter larger than 12 inches,the overbore may be longer than outer diameter of pipe plus 6 inches. An overbore exceeding 1.5 limes greater than the outside diameter of the pip or encasement may be considered if the encroachment agreement includes a statement signed and sealed by a licensed North Carolina Professional Engineer indicating that an overbore in excess of 1.5 times the outside diameter of the pipe or encasement will appropriately arch and no damage will be done to the pavement or sub-grade e. Directional boring is allowed beneath embankment material in naturally occurring soil. f. All directional bores shall maintain ten(10)feet minimum (clear)distance from the nearest part of any structure, including but not limited to bridges, footings, pipe culverts or box culverts. Directional bores are not allowed beneath bridge footings, culvert wingwall footings, slope protection or retaining walls, g. The tip of the drill string shall have a cutter head h. Detection wire shall be installed with non-ferrous material. i. HDPE pipe installed by directional boring shall not be connected to existing pipe or fittings for one (1) week from the time of installation to allow tensional stresses to relax. Aerial Clearances 85. Vertical Clearance of overhead power and communication lines shall meet the National Electrical Safty Code requirements except the minimum vertical clearance shall be 18'for crossings over NCDOT roadways(24'over Fully Controlled Access roadways)and 16'for parallel installations 86 In relation to the bridge, the utility line shall be located with minimum clearances as indicated on the attachment for NCDOT Required Clearances for Aerial Installations by Encroachment Near Bridge Structures (see attached) Pavement Detail and Repair 87 `Potholing"pavement cores to expose existing utilities shall be made with an 18"diameter keyhole pavement core. Pavement core locations shall not be placed in the wheel path whenever possible. Vacuum excavation shall be utilized to expose underground utilities. Pavement cores shall be repaired within the same working day. The pavement core shall be retained and reused to fill the core hole. The excavation shall be backfilled and compacted with select material to the bottom of the existing pavement structure or as indicated by the District Engineer. The retained core shall be placed in the hole and secured with a waterproof, mechanical Joint. If the pavement core is damaged and cannot be re-used, the core may be replaced with the surface mix, S9.5B. The asphalt patch shall match the thickness of the existing asphalt or four inches, whichever is greater. All materials must be listed on the NCDOT Approved Products List(APL)found at' https:llapps.ncdot.gov/vendor! approvedproducts/. 88. The minimum pavement design for pavement repair shall be according to NCDOT Standard Drawing 654.01 (https:l/connect.ncdot.qov/resources/Specifications/2018StandardRdwyDrawings/Division%2006%20 Asphalt% 20Bases%20and%20Pavements.pdf)and shall include a mechanical overlay extent to be a minimum of 25 feet each side of the pavement repair area OR as directed by the District Engineer. 89. Pavement cuts shall be repaired the same day the cuts are made unless an asphalt patch cannot be accomplished the same day due to material availability or time restrictions. When the asphalt patch is 12 not feasible,the following apply. a. The pavement cut shall be filled to the surface with ABC stone or Flowable Fill per NCDOT's Standards and Specifications. b. Once the cut is filled,a minimum 'A-inch steel plate shall be placed and pinned to prevent moving. Platesshall be designed large enough to span a minimum of 1-foot on all sides on the pavement cut. c. When flowable fill is used, it shall cure for 24 hours prior to any asphalt material placement. Flowable fill bleed water shall not be present during paving operations Paving shall not cause damage(shoving, distortion,pumping,etc.)to the flowable fill. d. Install and leave "BUMP"signs according to MUTCD until the steel plate has been removed. Once the flowable fill has cured, remove the steel plate, and mill.Kll according to the directions of the District Engineer. e. All pavement cuts must be sealed with NCDOT approved sealant to prevent future pavement separation or cracking 9D. Any pavement damaged because of settlement of the pavement or damaged by equipment used to perform encroachment work,shall be re-surfaced to the satisfaction of the District Engineer. This may include the removal of pavement and a 50' mechanical overlay.All pavement work and pavement markings (temporary and final)are the responsibility of the Encroaching Party. Post Construction Close Out/Inspection 91 The Encroaching party shall notify the District Engineer's office within 2 business days after construction is complete in writing on letter head with copy of initial Approval Letter. The District Engineer may perform a construction inspection. Any deficiencies may be noted and reported to the encroaching party to make immediate repairs or resolve any issues to restore the right-of-way to a similar condition prior to construction,including pavement, signage,traffic signals, pavement markings, drainage, structures/pipes,or other highway design features. 92. At the discretion of the District Engineer, a final inspection report may be provided to the encroaching party upon satisfactory completion of the work. 93 A written acknowledgement of the completed work by the District Engineer's office begins the one-year warranty period associated with the performance bond. 94. 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