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Home My WebLink AboutNCG140361_COMPLETE FILE - HISTORICAL_20150701STORMWATER DIVISION CODING SHEET RESCISSIONS PERMIT NO. NC6 /CtC6 3 & DOC TYPE ❑COMPLETE FILE -HISTORICAL DATE OF - RESCISSION F] YYYYMMDD NORTH CAROLINA' DEPARTMENT ENVIRONMENT AND- NATURAL RESOURCES INVOICE 2' 0 1 5 P R 0 0 5 b 9 8 -11 C:C. A ' ' r J,_V- Annual Permit Fee Overdue This annual fee is required by the North Carolina Administrative Code. It covers the administrative costs associated with your permit. It is required of any person holding a permit for any time during the annual fee period, regardless of the facility's operating status. Failure to pay the fee by the due date will subject the permit to revocation. Operating without a valid permit is a violation and is subject to a $10,000 per day fine. If the permit is revoked and you later decide a permit is needed, you must reapply, with the understanding the permit request may be denied due to changes in environmental, regulatory, or modeling conditions. Invoice Number: 2015PR005698 r-./� / ry� Annual Fee Period: 2015-07-01 to 2016-05-30 Permit Number: NCG140361 xv 1/(f- (]�� Invoice Date: 06/05/2015 Buncombe County ` �� 0� Black Mountain Concrete Ready Mix 1L,�f[nJ Due Date: 07/0512015 9 Annual Fee: $100.00 Glenn Latham 5(ffer Black Mountain Concrete 2493 US Hwy70 RETURN TO SENDER Swannanoa, NC 28778 N O T DELIVERABLE Ae ADDRESSED UNABLE TO F&WARD Notes: BC: 121761199ff1+6+1]299 �`25{{`80-011Gf`8133-71t8l-23 Itiil��i3�i11117111i1 F4�Yiklkk111lk jif li lit Yi51161i1�I��li}IllfEk 1. You may pay either by checklmoney order 2. If payment is by checklmoney order, please NCDENR - Division of Energy, MI oral and l and Resources' Attn: Stormwater Billing_ 1612 Mail Service Center Raleigh, NC 27699-1612 ", •_ 3. If payment is electronic, see htip:llportal.ncdenr.org/web/wq/hot-topies/epayment for additional details. See hilp:11portal.ncdenr.orglweb/wq/epaymenl to pay electronically. Only eCheck transactions are allowed at this time.' Credit,card transactions are not accepted.- 4. Please include your Permit Number and'Invoice Number on all correspondence. 5. A $25.00 processing fee will be charged for returned checks in accordance with North Carolina General Statute 25-3-512• 6. Non -Payment of this fee by the payment due date will initiate the permit revocation process. 7. Should you have any questions regarding this invoice, please contact the Annual Administering and Compliance Fee Coordinator at 9 19-707-9220 . (Return This Portion With Chock) ANNUAL PERMIT INVOICE Invoice Number: 2015PR005698 Permit Number: NGG140361 Buncombe County Black Mountain Concrete Ready Mix Glenn Latham Black Mountain Concrete 2493 US Hwy 70 Swannanoa, NC 28778 II I I III II I II 1 I III IIII IIIIII IIIII II * 2 0 1 5 P R 0 0 5 b 9 8 Overdue Annual Fee Period: 2015-07-01 to 2016-06-30 Invoice Date: 6/512015 Due Date: 7/512015 Annual Fee: $100,00 Check Number: f� NCDENR North Carolina Department of Environment and Natural Resources Division of Water Quality Beverly Eaves Perdue Coleen H. Sullins Governor Director August 19, 2011 1VIr. Glenn Latham Black Mountain Concrete Ready Mix 130 Stroud Valley Road Black Mountain, NC 28711 Subject: General Permit No. NCG140000 Black Mountain Concrete Permit Rescission: NCG140361. Buncombe County Dear Mr. Latham: I have enclosed your permit and cover letter for NCG1400000 -- COC# Dee Freeman Secretary NCG140361. If your facility no longer needs this permit, please return the enclosed permit rescission form - this will expedite the process and you will no longer be billed for this permit. I have addressed the enclosed envelope to DWQ for your convenience. If you have any questions concerning this, please contact me at telephone number (919) 807-6379 or. at Jennifer Jones@ncdenr.gov. Sincerely, Jeru=�Jones cc: Asheville Regional Office, Chuck Cranford Central Files Storm.water .Permitting Unit Files Wetlands and Stormwater Branch onto 1617 Mail Service Center, Ralegh, North Carolina 27699-1617 NorthCarolina Location: 512 N. Salisbury St. Raleigh, North Carolina 27604 Phone: 919-807-63001 FAX: 919-807-64941 Customer Service: 1.877.623-6748 Internet: www rl waterqualify.org An Equaf Opportunity 4 Affirmative Action Employer Michael F. Easley, Governor William G. Ross Jr., Secretary North Carolina Department of Environment and Natural Resources Alan W. Klimek, P.E. Director Division of Water Quality July 14, 2006 Mr. Glenn Latham Black Mountain Concrete Ready Mix 2493 U.S. Highway 70 Swannanoa, NC 28778 Subject: General Permit No. NCG140000 Black Mountain Concrete Ready Mix COC No. NCG140361 Buncombe County Dear Mr. Latham: In accordance with your application for a discharge permit received on May 19, 2006, we are forwarding herewith the subject certificate of coverage (COC) to discharge under the subject state — NPDES general permit. This permit is issued pursuant to the requirements of North Carolina General Statute 143-215.1 and the Memorandum of Agreement between North Carolina and the US Environmental Protection Agency dated May 9, 1994 (or as subsequently amended). Please note that this COC does not allow discharge from the irrigation of raw material stockpiles, which is defined as a wastewater, from this site. This stipulation is a result of the information presented in the application and gathered during technical review of your request for an authorization to construct wastewater treatment system(s) at this plant. Please take notice that this certificate of coverage is not transferable except after notice to the Division of Water Quality. The Division of Water Quality may require modification or revocation and reissuance of the certificate of coverage. This permit does not affect the legal requirements to obtain other permits which may be required by the Division of Water Quality or permits required by the Division of Land Resources, Coastal Area Management Act or any other federal or local governmental permit that may be required. An Authorization to Construct treatment facilities has been issued concurrently with. this COC. The Asheville Regional Office, telephone number (828) 296-4500, shall be notified at least forty-eight (48) hours in advance of operation of the installed facilities so that an in -place inspection can be made. Such notification to the regional supervisor shall be made during the normal office hours from 8:00 a.m. until 5:00 p.m. on Monday through Friday, excluding State Holidays. NNonehCarolina . tura!!!l North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone (919) 733-5083 Customer Service Internet: www.newaterauality.org Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax (919) 733-9612 1-877-623-6748 An Equal Opportunity/Affirmative Action Employer — 50% Recycledl10% Post Consumer Paper Mr. Glenn Latham Black Mountain Concrete Ready Mix NCG 140361 July 14, 2006 Upon completion of construction and prior to operation of this permitted facility, a certification must be received from a professional engineer certifying that the permitted facility has been installed in accordance with the NI'DES Permit, the associated Authorization to Construct, and the approved plans and specifications. Please mail the certification (attached) to the Stormwater Permitting Unit, 1617 Mail Service Center, Raleigh, NC 27699-1617. One (1) set of approved plans and specifications is being forwarded to you. The Permittee shall maintain a copy of the approved plans and specifications on file for the life of the facility. If you have'any questions concerning this permit or Authorization to Construct, If you have any questions concerning this permit, please contact Bethany Georgoulias at telephone number (919) 733-5083 ext. 529. Sincerely, Alan W. Klimek, P.E. cc: Asheville Regional Office Central Niles Stormwater Permitting Unit Files enclosure ivu. uienn Lainam Black Mountain Concrete Ready Mix NCG 140361 July 14, 2006 Enj ineer's Certification (COC No. NCG140361) 1, , as a duly registered Professional Engineer in the State of North Carolina, having been authorized to observe (periodically, weekly, frill time) the construction of the project, for the Project Name Location Permittee hereby state that,. to the best of my abilities, due care and diligence was used in the observation of the following installations: Construction of a process wastewater recycle system at the Black Mountain Concrete Ready Mix site. 1 certify that the construction of.the above referenced project was observed to be built within substantial compliance and intent of the approved plans and specifications. Signature Date Registration No. Mail this Certification to: Stormwater Permitting Unit NC Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 STATE OF NORTH CAROLINA DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES DIVISION OF WATER QUALITY GENERAL PERMIT NO. NCG140000 CERTIFICATE OF COVERAGE No. NCG140361 STORMWATER AND PROCESS WASTEWATER DISCHARGES NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM In compliance with the provision of North Carolina General Statute 143-215.1, other lawful standards and regulations promulgated and adopted by the North Carolina Environmental Management Commission, and the Federal Water Pollution Control Act, as amended, Glenn Latham is hereby authorized to construct and operate a process wastewater treatment system, and is hereby authorized to discharge process wastewater (excluding discharge from the wetting of raw material stockpiles) and stormwater from a facility located at Black Mountain Concrete Ready Mix 2493 U.S. Highway 70 Swannanoa Buncombe County to receiving waters designated as the Swannanoa River (through the NC DOT separate storm sewer system), a class C water in the French Broad River Basin, in accordance with the effluent limitations, monitoring requirements, and other conditions set forth in Parts 1, II, I11, IV, V, and VI of General Permit No. NCGI40000 as attached. This certificate of coverage shall become effective July 14, 2006. This Certificate of Coverage shall remain in effect for the duration of the General Permit. Signed this day July 14, 2006. for Alan W. Klimek, P.E., Director Division of Water Quality By the Authority of the Environmental Management Commission LOCATION MAP: Latitude: 35036'08" NCG144361 Facility�� Longitude: 82" 23'29"� County: Buncombe Black Mountain Location " Stream Class: C Concrete Ready Mix Receiving Stream: Swannanoa River Sub -basin: 04-03-02 (French Broad River Basin) [�O�tIL DALE 1:24,000 NCGI40361 rune 2, 2006 B. Georgoulias Black Mountain Concrete —General Permit and ATC Review rev. 7/10/06 Summary This facility submitted a Notice of Intent to be covered under General Permit NCG 140000 (Ready - Mix Concrete). The stormwater and wastewater discharge drains to the Swannanoa River through an NC DOT storm sewer system (Class C), in the French Broad Basin. This facility is located in Buncombe County, handled by the Asheville Regional Office. Application review a) The permit application has been signed and sufficiently completed. Yes. b) The SIC code accurately describes this facility's activities and is covered by this general permit. SIC 3273 (Ready -Mixed Concrete). c) Does this facility have other permits? No d) Hazardous Waste Activities? No. e) DLR Mining Permit status requested: N/A f) DEH approval? N/A. g) Erosion/Sedimentation Plan Approval? N/A —existing site that is being permitted and retrofitted (disturbance < 1 acre). h) Regional Office input requested: 7/ 10/2006 (ARO contact R. Davis). RO Approval received: 7/ 10/2006 (see attached e-mail). i) Is an AtC Required? Yes. See Review below. j) Application approved? Yes. k) Special Notes: None. ATC Review Site Plan and Calculations: • Aggregate piles do not drain to the recycle system but to the stormwater pond (no wastewater treatment). However, the submittal states these stockpiles are washed and will not be irrigated (Why not? Is temperature not a problem?). NCG14 addresses "wetting of (i.e., irrigating) stockpiles as wastewater but does not address rain falling on stockpiles... is that just stormwater then? Not irrigated (see phone logs). • In this case, yes. In 40 CI"R §122.26, the definition of "stormwater associated with an industrial activity" includes stormwater discharges from "storage areas for raw materials." The sand and aggregate piles at this site could be considered storage areas. Also, washed stone runoff is different than the raw material stockpile stormwater runoff at cement manufacturers, regulated by the effluent guidelines in 40 CFR §411. That runoff contacts NCG140361 June 2, 2006 B. Georgoulias limestone, chalk, shale (aluminum and silica source), and iron ore piles —materials that result in high pI-I or other concentrated contaminants. Because the regulations do not specifically address ready -mix concrete stockpile stormwater runoff, because NCG14 only specifies stockpile irrigation runoff as wastewater, and because the runoff from washed stone is significantly less contaminated than that in the cement industry, will not require this site to treat aggregate pile stormwater runoff as wastewater. (Again, this will not hold true if the site ever wets its stockpiles, so the COC will be written to exclude that wastewater). • Emergency spillway not shown for stormwater detention pond (but there is an emergency swale to the north noted for overflow). This should be included to protect the earthen structure. Recommended to engineer (see phone logs). Not part of ATC. • Calculated runoff from 25-year, 24-hr storm (6" in Black Mountain). Does 567 sq. ft. include the wastewater collection basin area as well? Yes (see phone logs). • Is the 3000 gallon wastewater storage tank open to rainfall? Even if it had been disregarded in the design, the volume collected in a 6" rain would be —39 cu. ft., or 294 gallons. So there is still room in the tank (2,696 + 294 = 2,990 gal.) • Water balance around recycle system was done properly, and assumptions for washouts, etc. look reasonable. With deficit based on estimated water usage, as well as additional storage tank (>12,000 gal), maintaining 1' freeboard in the recycle system should not be a problem. • The drainage area to the stormwater pond is 38,350 sq. ft., and the pond (7,991 cu. ft.) is sized fora much smaller storm (-2.5"). This is fine, as long as it will receive slornmwater only (however, the site should expect to discharge routinely and must fulfill monitoring requirements for the permit.) • Drainage area sketch received 6/20/06. Phone logs Spoke with 1". Sexton with Brooks & INIedlock Engineering (828.232.4700) on 6/12/06; Items discussed: ✓ This is an existing site that was never permitted and is coming into compliance with installation of the recycle system, etc. No E&SC plan is required. ✓ Apparently aggregate piles are not irrigated. The plant sometimes needs to add more water into the mix to lower the temperature, but it does not vet down the storage piles. I reiterated that this was important because it meant the difference between wastewater and stormwater (and more information would be needed for an ATC to be approved in that case), and that the COC will reflect this type of wastewater can not be discharged at this site. ✓ Drainage area to wastewater basin does include the basin itself. Requested a drawing to delineate the drainage area on the map more clearly (will fax). Follow up with P. Sexton re: fax on 6/20/06 to clarify drainage area to recycle system: ✓ Draimage area to wastewater basin includes only basin itself and concrete pad, which is raised and pitched so that no run-on, except what falls on the pad, is captured/recycled. Trucks pull in from the northeast corner. (See schematic faxed 6/20). All other stormwater on -site directed to stormwater pond. ✓ Recommended emergency spillway on pond to direct overflow from larger storms into swale designed for these flows (however, this is not part of the ATC). Re: NOI from Black Mountain Concrete Subject: Re: NOI from Black Mountain Concrete From: Roy Davis <Roy.Davis@ncmail.net> Date: Mon, 10 Jul 2006 13:34:55 -0400 To: Bethany Georgoulias <Bethany.Georgoulias@ncmail.net>, Starr Silvis <Starr.Silvis a ncmai1.net> Bethany: By all means go ahead with issuance of the COC/ATC. Thanks, Roy Bethany Georgoulias wrote: Hi Roy, We've received an NOI and ATC request from Black Mountain Creek in Swannanoa for coverage of their existing facility under NCG 14 (NCG 140361) and retrofits to their treatment system. The site discharges stormwater and potentially wastewater into the Swannanoa River (class C) through an NCDOT storm sewer system. A copy of the NOI and attached calculations/narrative/site layout is attached. The site is proposing a recycle system designed to contain the 25-year storm. The calcs were straightforward and looked reasonable. Apparently, this site will not be irrigating its aggregate stockpiles (and I told the engineer that this wastewater would be excluded from the COC); I did not consider rainwater falling on these piles as wastewater because the permit does not address it as such. Does the Asheville Regional Office have any concerns about issuing this facility a COC/ATC for this general permit? If we don't receive any objections, we'll issue the COC in 30 days. Thanks, BG Roy Davis - Roy.Davis@ncmail North Carolina Dept. of Envi Asheville Regional Office Division of water Quality - 2090 U.S. 70 Highway Swannanoa, NC 28778 Tel: 826-296-4500 Fax: 828-299-7043 .net ronment and Natural Resources Water Quality Section Roy Davis <Roy.Davis a,ncmail.net> NC DENR - Asheville Regional Office Division of Water Quality - Water Quality Section 1 of I 7/10/2006 1:50 PM Electronic Cade of federal Regulations: 1 r e. httpalecfr.gpoaccess.gov/cgiltltuxtllcxl idx'?c=ecfr&sid=2dflalc6t2i)... Homo Papa > e,ecutive Branch > Code of Fadernl Re utatp s > Elp.0onic Coda of Federal Regulations Electronic Code of Federal Regulations (e-CFR) BETA TEST SITE e-CFR Data is current as of June 7, 2006 Title 40: Protection of Environment PART 411—CEMENT MANUFACTURING POINT SOURCE CATEGORY Subpan C—Materials Storage Piles Runoff Subcategory Browse Next § 411.313 Applicability; description of the malorlah storage piles runoll subcategory. The provisions of this subpart are applicable to discharges resulting from the runoff of rainfall which derives from the storage of materials including raw materials, intermediate products, finished products and waS1e materials which are used in or derived from The manufacture of cement under either Subcategory —A or S. Browse Next For questions or comments rugard-nil o-CFR adilerigl content, features, or design, amail acfr 0 nnm.gov, For questions concerning u-CFR programming and delivery issues, email webteum 0opo ilov. Last updated: July 27. 2005 1 of 1 6/9/2006 10: 37 AM PPC Cement httha/www.hpc�crncnt.co.znl�lbou�_hra Ic:css. Q - - SEARCH CONTACT US HotiE Stu MAP About PPC Cement Process The following information details the cement manufacturing process. Quarrying and crushing The primary raw material for cement manufacture is calcium carbonate or limestone. This is obtained from the quarry where, after the removal of overburden, the rock is blasted, loaded into trucks and transported to the crusher. A multistage crushing process reduces the rock to stone less than 25 mm in diameter. Most modern cement factories are located close to a source of limestone as about 1.5 tons of limestone are needed to produce one ton of cement. ®AIR OVAUST CONTROL ! 0 MASS METERING MOVu1TY A54V0.yfC! SHALE QUARRY �y�� LIME5TON1 QUARRY 91� QUARRYING AND CRUSHING Blending and storage ),44 The crushed rock is stored in stockpiles where, by a carefully controlled process of stacking and reclaiming across the stockpile, blending takes place and a uniform quality of raw material is achieved. Systematic sampling and laboratory a4tl testing monitor this process. The other raw materials, Q _ 4 normally shale, iron ore and sand, are also stored in �(/c t"'L (i�u.� stockpiles. a HALE STpCYPILE IRON ORE STOCKPILE WE PRE -BLENDING AND STORAGE Raw milling and homogenisation Carefully measured quantities of the various raw materials are fed, via raw mill feed silos, to mills where steel balls grind the material to a fine powder called raw meal. Homogenising silos are used to store the meal where it is mixed thoroughly to ensure that the kiln feed is uniform, a prerequisite for the efficient functioning of the kiln and for good quality clinker. I ol' 3 6/9/2000 I Q:: I PC Cement http://www,ppccement.co.z,t/about_r)roces.s.html RAW MILLING AND HOMOGENISATION Burning The most critical step in the manufacturing process, takes place in the huge rotary kilns. Raw meal is fed into one end of the kiln, either directly or via a preheater system, and pulverised coal is burnt at the other end. The raw meal slowly cascades down the inclined kiln towards the heat and reaches a temperature of about 1 450 °C in the burning zone where a process called clinkering occurs. The nodules of clinker drop into coolers and are taken away by conveyors to the clinker storage silos. The gas leaving the kiln is cleaned by electrostatic precipitators prior to discharge into the atmosphere. ELECTROSTATIC PRECIPITATOR COAL Q It STOCrPlk RAW COAL SILO a STAGE COAL MILL SUSPENSION PREHEAT ER ROTARY CEMENT KILN BURNING Cement milling The cement mills use steel balls of various sizes to grind the clinker, along with a small quantity of gypsum to a fine powder which is then called cement. Without gypsum, cement would flash set when water is added and gypsum is therefore required to control setting times. The finished cement is stored in silos where further blending ensures consistency. CLINKER CEMENT STORAGE SILO STORAGE SILO _ GYPSUM STOCKPILE . y n CEMENT MILLING Quaiity assurance Extensive sampling and testing during the manufacturing process ensures the consistency and quality of the end product. Testing takes place at the stages of the 2 of 3 6/9/2006 10:36 AM Pt'C Cement hitl)!//www.pl)cceniciit.co.zztlztbotit-pi-ucess manufacturing process indicated by the -symbol. Cement despatch Cement is despatched either in bulk or packed in 50 kg Bags and distributed from the factory in rail trucks or road vehicles. The 50 kg bags are either packed directly onto trucks or can be palletised. The pallets can be covered by a layer of plastic to offer further protection from the elements. Various types of cement are sold, and more information on these can be found in the Products area of the website. BULK OFSP4TCM ALO O � �RarRRr LOADING AND DISPATCH Barloworld leading brands � access_to information l priva_cy_palicy, I 3 of 3 6/9/2006 W. NARRATIVE REPORT for NPDES General Permit NCG140000 for Black Mountain Concrete Ready Mix . JOB #182806 Issue Date: May 17, 2006 Prepared for: BLACK MOUNTAIN CONCRETE READY MIX . 2493 U.S: Hwy 70 Swannanoa, North Carolina 28778 (828) 686-5092 Prepared by: BROOKS &MEDLOCK ENGINEERING, PLLC 17 Arlington Street Asheville, NC 28801 (828) 2324700 PROJECT DESCRIPTION This project consists of the permitting of stormwater and wastewater discharge from a concrete ready mix plant located in Swannanoa, North Carolina. SITE DESCRIPTION The site consists of mostly cleared 1.0 acre parcel located 2493 U.S. Hwy 70. The site currently consists of an operating ready -mix plant with associated equipment, buildings, & infrastructure. Site topology is mainly level with cut banks at the south and east boundaries. The site slopes from the cut banks to the northwest. The lowest area is at the northwest corner along U.S. Hwy. 70. PURPOSE The purpose is to obtain a NPDES General Discharge Permit NCG 140000 to discharge stormwater and wastewater under the National Pollutant Discharge Elimination System (NPDES) and to obtain an Authorization to Construct (ATC) to implement the necessary infrastructure to comply with NPDES requirements. PROCEDURES The existing site layout and operating configuration was verified through a current site survey and visual site inspection. A meeting was conducted on site with the owner, Asheville Division of Water Quality Regional Office representative, and our office. Current site deficiencies were noted. Engineering plans have been prepared to bring current site configuration to NPDES permit compliance. FINDINGS To comply with NPDES requirements, Brooks & Medlock Engineering, PLLC (BME) has provided engineering plans dated May 19, 2006 that depicts the necessary infrastructure required. Effluent limits for the current site configuration can be achieved through a recycle system and a water mass balance. The truck washdown area has been graded to allow all site wastewater to be collected in a single small basin area; all other surface water will bypass the wastewater basin and be treated as stormwater. The stockpile areas are located within the stormwater basin area and consist of material that has already been washed and will_ not be wetted dp-wn. The truck washdown area will cpllecfall material from the truck and drum washdown into a ramped wastewater collection basin that will allow all heavy material and settable solids to settle out. Wastewater will be skimmed from the top and flow into a 3,000 gallon storage tank. Wastewater from the 3,000 gallon tank will be pumped by manual control panel operation to an existing 12,331 gallon storage tank used for concrete production. A high water alarm will be installed to warn when the tank reaches 85% capacity. The 3,000 gallon storage tank has been sized from calculations for the 25 year, 24 hour storm event and maximum daily water use classified as wastewater. Calculations have been provided as Attachment "A". From the calculations provided there is a water balance deficit of 814 gallons, therefore all recycle water is used in the manufacture of concrete yielding a 0 discharge of wastewater effluent. All total suspended solids and pH are contained on site and reused for concrete. The existing 12,331 also provides additional storage above requirements. As an additional protection of settable solids for the stormwater basin a retention pond has been provided. All stormwater will be collected and pumped into the 12,331 gallon storage tank as needed. A Stormwater Pollution Prevention Plan (SPPP) will be written as required by the NPDES permit in concurrence with the proposed plan. ATTACHMENT A BROOKS &..MEDLOCK ENG IN EERJNG, PLLC Phone (828) 232-4700 Fax (828) 232-1331 Project Name:_�Gf-t< Via• �ac, Project #: Subject: By: F_ �,4/ter kl,4rrL (,)5A61� Ga/tJ4s3T/a.--, f 57 T-2ocl�-, f�I�XI f,.va�� JAs,+ �o � Is �X � Date: S A Sheet 1 off` 1 I - 11�,-c54 Y- 5 5 5-75 A.Ijc .-J5 � I yy 11441 W!�"5`�'C111- —rll. [e.��.r',� �.�✓ �o �FG�Gfi $�S�7 r^ 15 57 5�-��"`� %/1 -` 'I �5- r A 2, 0 /- e4 A K AlooriI-Arri 1, Iri C 1-1-i %4 Al F a s � z 7 U = 5b7�� b, S' = 2133,5 ft'` /dj4'� �c�vna� ��'I/!rn✓r:� TC f�fL j�A� 2� S764AGE A1a,rr1�� ) r If f (r r p W m-L ::� 31 g n A� 7A 3vC)O; "//,,-) -)"- >J/L A z A A - / f� = 3.1�15w)Z z/ff = I s > ,f 3 12� 31 % Jj )191a5 *. 53 7A1I))