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Home My WebLink About19817 74th Ave NE_BLD6395_2026 i COMMERCIAL PLUMBING APPLICATION • Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone (360) 403-3551 WHEN is a PLUMBING PERMIT REQUIRED? The City of Arlington requires a plumbing permit before a plumbing system or fixture is installed, altered, or remodeled. This includes commercial, tenant improvements, multi-family buildings, roof drains, and overflows, medical gas systems, commercial kitchens, grease traps and interceptors, sumps and cross connection backflow devices. The City of Arlington does not require a permit to stop leaks or clear stoppages,unless the piping is repaired,altered or replaced. SUBMIT THE FOLLOWING ELECTRONICALLY: ❑ Plumbing plans or drawings. (Minimum plan size is 18"X 24"scale, 1/4"scale for details.) 0 Fixture specifications and equipment(cut sheets) with locations. R Location and type of all backflow assemblies for each fixture. IN ADDITION TO ABOVE,SUBMIT THE FOLLOWING,IF APPLICABLE TO YOUR PROJECT: 0 Calculations for Grease Interceptor. R Pipe size and location of sanitary and potable water systems. R Riser diagram of waste,vent,and rain water systems,including sizes. R Medical gas piping riser diagram,type of gas, storage room and size of piping. Type of Permit: ❑ New Installation 0 Addition/Alteration/Repair ❑ Industrial Property Address. 19817 74th Ave NE, Arlington, WA 98223 project Valuation: $137,140.00 Lot#: NMASECUT31 parcel ID No.: 31051400204800 Preferred Contact: O Owner O Contractor Project Description: Installation of Grease Interceptor Owner Name: Himalayan Dog Chew LLC Office No.: 360-995-8110 Email Address: hhwang@primalpetgroup.com Cell No.: 360-995-8110 Mailing Address: 19817 74th Ave NE city: Arlington State: WA Zip: 98223 Contractor Name: Earthwork Solutions Office No.: 425-215-8884 Email Address: keanaeb@earthworksolutions.com Cell No.: 360-913-8229 Mailing Address: 8629 156th St NE City: Arlington State: WA Zip: 98223 L&I Contractor License Number: EARTHSL8300K Expiration Date: 09/12/2025 REV1.2020 Page 1 of 3 PLUMBING PERMIT FEES (per fixture Commercial plumbing permits are required to submit line drawings.A plan review fee of 65%per Table 4-6 for plumbing permits will be assessed at time of submittal.Includes two (2) inspections with permit. Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $ 75.00 = Alteration/repair piping x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee $ 25.00 $25.00 Bath Shower Combo x $ 15.00 = Building Main Waste x $ 25.00 = Clothes Washer x $ 15.00 = Dishwasher x $ 15.00 = Drinking Fountain x $ 15.00 = Floor Drains x $ 15.00 = Grease Interceptor 1 x $ 75.00 = 75.00 Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = Icemaker/Refri erator x $ 15.00 = Irrigation-per meter x $ 25.00 = Kitchen Sink&Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Medical Gas Pipin <- 5 Inlets/Outlets x $ 60.00 = Medical Gas Piping for each additional Inlet x $ 5.00 = Outlet > 5 Miscellaneous -regulated by plumbing x $ 15.00 = code not otherwise specified) Pretreatment Interceptor x $ 15.00 = Re-inspection Fee all x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) x $ 15.00 = Sink bar, service, etc. x $ 15.00 = Toilets x $ 15.00 = Urinal x $ 15.00 = Vacuum Breakers x $ 25.00 = Water Heater x $ 25.00 = Water Heater-Tankless x $ 25.00 = Permit Fee $100.00 Table 4-6; Plan Review Fee $65.00 Processing/Technology Fee $25.00 Total $190.00 REV2.2024 Page 2 of 3 PROPOSED BUILDING USE ❑ New ❑ Restaurant ❑ Automotive Based ❑ Addition/Alteration ❑ Office ❑ Machine Shop 0 Industrial ❑ Medical ❑ Other: CROSS CONNECTION Currently Unknown Please check all appliances that are proposed or permanently connected to the water supply. ❑ Ice Machine ❑ Dialysis Equip. ❑ Air washers ❑ Coffee Urn/Espresso ❑ Hydrotherapy Equip. ❑ Steam Generators ❑ Carbonated Bev. ❑ Dental Equip. ❑ Dye Vats ❑ Fume Hoods ❑ Laboratory Equip. ❑ Pressure Washers ❑ Degreasers ❑ Autoclave/Sterilizers ❑ Cooling Towers ❑ Hot Tub/Spa ❑ Decorative Fountain ❑ Fire Sprinkler ❑ Aquarium ❑ Swimming Pools ❑ Sprinkler w/chemicals ❑ Lawn Irrigation ❑ Well on property ❑ Other: WASTEWATER DISCHARGE Does the plumbing system currently have a grease ❑ Yes 0 No ❑ Don't Know interceptor? Does the plumbing system currently have an oil/water ❑ Yes 0 No ❑ Don't Know separator? Is water used in the business process (washing,rinsing, Yes ❑ No ❑ Don't Know cooling)? Does your business require a NPDES permit? ❑ Yes ❑ No 0 Don't Know I hereby certify that the above information is correct and that the construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington. -Xwa,e- Keanae Berger 02/28/2025 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP REV2.2024 Page 3 of 3 GENERAL CONSTRUCTION SPECIFICATIONS COMPONENTS AND CLADDING WIND LOADS FOUNDATIONS CONCRETE o N 1. THESE DRAWINGS ARE THE PROPERTY OF NV5 ENGINEERS AND CONSULTANTS,INC.FOR USE SOLELY COMPONENTS&CLADDING 1. THE SCOPE OF SERVICES FOR THIS PROJECT PROVIDED BY THE FOR BEGINS FROM THE BOTTOM 1. CONCRETE SHALL BE PROPORTIONED,MIXED,PLACED,AND TESTED IN ACCORDANCE WITH THE ACI o `� FORTHIS PROJECT AND SHALL NOT BE REPRODUCED,COPIED OR USED FOR OTHER PURPOSES OF THE FOUNDATION ELEMENTS.SUBSURFACE INVESTIGATIONS ARE BEYOND THE SCOPE OF THE MANUAL OF CONCRETE PRACTICE INCLUDING BUT NOT LIMITED TO ACI 318-19"BUILDING CODE ui c Z WITHOUT WRITTEN PERMISSION OF NV5 ENGINEERS AND CONSULTANTS,INC. WIND PRESSURES(PSF) STRUCTURAL SERVICES PROVIDED.THE FOUNDATION SYSTEM SHOWN ON THESE DRAWINGS ARE REQUIREMENTS FOR STRUCTURAL CONCRETE"AND ACI 301-16"SPECIFICATION FOR STRUCTURAL ~¢ 0 BASED UPON THE ASSUMED SOIL PROPERTIES LISTED BELOW.IT IS THE SOLE RESPONSIBILITY OF CONCRETE".COMPLY WITH ACI 117-10"SPECIFICATIONS FOR TOLERANCES FOR CONCRETE p - 2. THE DESIGN PROFESSIONAL WHOSE SEAL APPEARS ON THESE DRAWINGS IS THE ENGINEER OF THE CONTRACTOR,OWNER OR OWNER'S AGENT TO CONTACT THE FOR IF ANY ADVERSE SOIL CONSTRUCTION AND MATERIALS,'ACI 305.1-14"SPECIFICATION FOR HOT WEATHER CONCRETING" ul RECORD(EOR)FOR THE ADDITIONS ANDIOR ALTERNATIONS TO THE EXISTING STRUCTURE AS NOTED ASCE 7-16 CONDITIONS ARE ENCOUNTERED DURING CONSTRUCTION.VERIFICATION OF THIS ASSUMED VALUE AND ACI 306.1-16"STANDARD SPECIFICATIONS FOR COLD WEATHER CONCRETING.' > m ON THESE DRAWINGS ONLY.THE FOR BEARS THE RESPONSIBILITY OF THE NEW PRIMARY STRUCTURAL EFFECTIVE WIND AREA,Ac O IS ALSO THE RESPONSIBILITY OF THE CONTRACTOR,OWNER OR OWNER'S AGENT. m w ELEMENTS NOTED AND THE PERFORMANCE OF THESE ELEMENTS.UNLESS SPECIFICALLY NOTED OR 2. STEEL REINFORCEMENT SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: w p ION ZONE <10 SF o= AFFECTED BY THE ADDITION,THE FOR HAS NOT ANALYZED,VERIFIED,OR ASSUMES THE A. NET ALLOWABLE SOIL BEARING PRESSURE 1500 PSF(PRESUMPTIVE) A. REINFORCING BARS:ASTM A615,GRADE 60,DEFORMED Y RESPONSIBILITY FOR THE EXISTING STRUCTURE.NO OTHER PARTY MAY REVISE,ALTER,OR DELETE EQUIP- TANKS 8 SIM +1.21PSF B. LATERAL BEARING PRESSURE 100 PSF(PRESUMPTIVE) B. REINFORCING BARS,WELDABLE:ASTM 706,GRADE 60,DEFORMED U THESE CONSTRUCTION DOCUMENTS WITHOUT WRITTEN PERMISSION OF THE EOR.FOR THE MENT STRUCTURES C. ULTIMATE FRICTION COEFFICIENT 0.25(PRESUMPTIVE) C. PLAIN-STEEL WIRE:ASTM A1064,AS DRAWN = PURPOSES OF THESE CONSTRUCTION DOCUMENTS THE FOR AND NV5 ENGINEERS AND CONSULTANTS, BETWEEN CONCRETE FOUNDATIONS AND SOIL D. PLAIN-STEEL WELDED:ASTM A1064,FABRICATED WIRE REINFORCEMENT FROM AS-DRAWN O W INC.SHALL BE CONSIDERED THE SAME ENTITY. STEEL WIRE INTO FLAT SHEETS a NOTES: 1. THE BOTTOM OF ALL FOOTINGS SHALL EXTEND BELOW THE FROST LINE FOR THE REGION IN WHICH E. JOINT DOWEL BARS:ASTM A615,GRADE 60,PLAIN,FREE OF BURS Y 3. DIMENSIONS AND STRUCTURAL COMPONENTS OF EXISTING CONSTRUCTION SHOWN ON THESE 1. USE EFFECTIVE WIND AREA,Ae,AS DEFINED BY ASCE 7-16 THE STRUCTURE IS TO BE CONSTRUCTED.HOWEVER,THE TOP OF FOOTING SHALL BE A MINIMUM m UD DRAWINGS ARE TAKEN FROM INFORMATION PROVIDED BY OTHERS,EXISTING CONSTRUCTION 2. NEGATIVE(-)VALUES REFER TO WIND PRESSURES ACTING AWAY FROM SURFACE.POSITIVE(+) OF 12"BELOW GRADE. 3. NORMAL WEIGHT CONCRETE(NWC)SHALL HAVE A UNIT WEIGHT OF 145 PCF(+1-3 PCF),UNLESS m DOCUMENTS,FIELD MEASUREMENTS.NEW CONSTRUCTION SHALL NOT BEGIN UNTIL THE VALUES INDICATE WIND PRESSURES ACTING TOWARDS SURFACE NOTED OTHERWISE,CONCRETE MATERIALS SHALL COMPLY WITH THE FOLLOWING SPECIFICATIONS: Z c CONTRACTOR HAS REVIEWED EXISTING CONSTRUCTION AND VERIFIED THESE AND ALL OTHER ITEMS 3. WIND PRESSURES ARE BASED ON ULTIMATE WIND SPEED,Vu PER ASCE 7-16 2. EXCAVATE TO INDICATED ELEVATIONS AND DIMENSIONS WITHIN A TOLERANCE OF PLUS OR MINUS 1 A. PORTLAND CEMENT:ASTM C150,TYPE I OR TYPE II a < c WHICH MAY AFFECT NEW CONSTRUCTION.ANY DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND INCH,IF APPLICABLE,EXTEND EXCAVATIONS A SUFFICIENT DISTANCE FROM STRUCTURES FOR B. FLY ASH:ASTM C618,CLASS F THOSE SHOWN ON THESE DRAWINGS ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PLACING AND REMOVING CONCRETE FORMWORK,FOR INSTALLING SERVICES AND OTHER C. BLENDED HYDRAULIC CEMENT:ASTM C595,TYPE (PM)POZZOLAN-MODIFIED PORTLAND p p c� BEFORE WORK PROCEEDS. CONSTRUCTION,AND FOR INSPECTIONS.DO NOT DISTURB BOTTOM OF EXCAVATION.EXCAVATE BY D. NORMAL-WEIGHT AGGREGATE:ASTM C33,GRADED SUBMITTALS HAND TO FINAL GRADE JUST BEFORE PLACING CONCRETE REINFORCEMENT.TRIM BOTTOMS TO E. WATER:ASTM C1602,POTABLE 4. THIS STRUCTURE IS ONLY STABLE IN ITS COMPLETED FORM.THE CONTRACTOR SHALL PROVIDE ALL REQUIRED LINES AND GRADES TO LEAVE SOLID BASE TO RECEIVE OTHER WORK. F. AIR-ENTRAINING ADMIXTURE:ASTM C260 REQUIRED TEMPORARY BRACING DURING CONSTRUCTION TO STABILIZE THE STRUCTURE.FOR RENOVATIONS,ESPECIALLY MODIFICATIONS OF LOAD BEARING ELEMENTS,THIS SHORING,BRACING, 1. SHOP DRAWINGS AND SUBMITTALS SHALL BE SUBMITTED TO THE FOR FOR REVIEW BEFORE ANY 3. ANY FILL SHALL BE PLACED UNDER THE DIRECTION OR RECOMMENDATION OF A LICENSED 4. NO ADMIXTURES SHALL BE ADDED TO ANY STRUCTURAL CONCRETE WITHOUT WRITTEN ETC.SHOULD BE DONE UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER.TEMPORARY CONSTRUCTION BEGINS.THESE SUBMITTALS WILL BE REVIEWED FOR OVERALL COMPLIANCE AS IT PROFESSIONAL ENGINEER USING SUITABLE SOILS OR ENGINEERED FILL.PLOW,SCARIFY,BENCH, PERMISSION OF THE EOR.ALL PROPOSED ADMIXTURES SHALL BE SUBMITTED TO THE FOR WITH SHORING AND BRACING METHODS ARE NOT THE RESPONSIBILITY OF THE FOR AND ARE BEYOND THE RELATES TO THE STRUCTURAL DESIGN OF THIS PROJECT,VERIFICATION OF THE SHOP DRAWINGS OR BREAK UP SLOPED SURFACES STEEPER THAN I VERTICAL TO 4 HORIZONTAL SO FILL MATERIAL THE PROPOSED MIX DESIGNS AND SHALL INCLUDE CERTIFICATION FROM THE MANUFACTURER SCOPE OF THESE DRAWINGS. FOR DIMENSIONS,OR FOR ACTUAL FIELD CONDITIONS IS NOT THE RESPONSIBILITY OF THE EOR. WILL BOND WITH EXISTING MATERIAL.PLACE BACKFILL AND FILL SOIL MATERIALS IN LAYERS NOT THAT THE ADMIXTURE I$COMPATIBLE WITH OTHER ADMIXTURES AND NOT CONTRIBUTE WATER- REFER TO THE PROGRAM OF SPECIAL INSPECTIONS FOR SUBMITTAL REQUIREMENTS FOR ITEMS MORE THAN 8"IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT, SOLUBLE CHLORIDE IONS EXCEEDING THOSE PERMITTED IN HARDENED CONCRETE.DO NOT USE 5. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR CONSTRUCTION SEQUENCES,METHODS,OR RECEIVING SPECIAL INSPECTIONS. AND NOT MORE THAN 4"IN LOOSE DEPTH FOR MATERIAL COMPACTED BY HAND-OPERATED CALCIUM CHLORIDE OR ANY ADMIXTURE CONTAINING CALCIUM CHLORIDE. TECHNIQUES IN CONNECTION WITH THE CONSTRUCTION OF THIS STRUCTURE.THE FOR WILL NOT BE TAMPERS.COMPACT SOIL MATERIALS TO NOT LESS THAN 95%OF MAXIMUM DRY UNIT WEIGHT N V 5 HELD RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO CONFORM TO THE CONSTRUCTION 2. ALLOW ENOUGH TIME FOR SUBMITTAL REVIEW,INCLUDING TIME FOR RESUBMITTALS.TIME FOR ACCORDING TO ASTM D 698,UNLESS A HIGHER PERCENTAGE IS RECOMMENDED BY THE 5. SLUMP LIMIT:B INCHES PLUS OR MINUS 1 INCH AT THE POINT OF DELIVERY FOR CONCRETE WITH DOCUMENTS,SHOULD ANY NON-CONFORMITIES OCCUR. REVIEW SHALL COMMENCE ON THE EOR'S RECEPT OF SUBMITTAL.ALLOW 15 DAYS FOR INITIAL GEOTECHNICAL ENGINEER.UNDER SLABS ON GRADE AND STEPS,SCARIFY AND RECOMPACT TOP VERIFIED SLUMP OF 2 TO 4 INCHES BEFORE ADDING HIGH-RANGE WATER-REDUCING ADMIXTURE OR 133 Technology Dr.#200 REVIEW OF EACH SUBMITTAL AND 15 DAYS FOR REVIEW OF EACH RESUBMITTAL. 12"OF EXISTING SUBGRADE AND EACH LAYER OF BACKFILL OR FILL SOIL MATERIAL AT 98%. PLASTICIZING ADMIXTURE.OTHERWISE,PROVIDE SLUMP LIMIT OF 4INCHES,PLUS OR MINUS 1 INCH Irvine,CA 92618 6. ANY STRUCTURAL ELEMENTS OR DETAILS NOT FULLY DEVELOPED ON THE CONSTRUCTION DRAWINGS AT THE POINT OF DELIVERY. SHALL BE COMPLETED UNDER THE DIRECTION OF A LICENSED PROFESSIONAL ENGINEER.THESE SHOP 3. HIGHLIGHT,ENCIRCLE,OR OTHERWISE SPECIFICALLY IDENTIFY DEVIATIONS FROM THE CONTRACT 4. INSPECT AND TEST SUBGRADES AND EACH FILL OR BACKFILL LAYER AND AT FOOTING SUBGRADES DRAWINGS SHALL BE SUBMITTED TO THE FOR FOR REVIEW BEFORE ANY CONSTRUCTION BEGINS.SEE DOCUMENTS ON SUBMITTALS. PERFORM TESTING TO VERIFY DESIGN BEARING CAPACITIES IN ACCORDANCE WITH THE PROGRAM 6. IT IS RECOMMENDED THAT INTERIOR SLABS TO BE GIVEN A SMOOTH,DENSE,HARD-TROWELED T.949-419-3030 THE"SUBMITTALS'SECTION OF THESE SPECIFICATIONS. OF SPECIAL INSPECTIONS. FINISH NOT CONTAIN ENTRAINED AIR SINCE BLISTERING OR DELAMINATION MAY OCCUR,IF SLAB -NI 4. REVIEW EACH SUBMITTAL AND CHECK FOR COORDINATION WITH OTHER WORK OF THE CONTRACT WILL BE EXPOSED TO DEICING OR OTHER AGGRESSIVE CHEMICALS CONTACT THE FOR FOR 7. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH AND COORDINATED WITH THE AND FOR COMPLIANCE WITH THE CONTRACT DOCUMENTS.NOTE CORRECTIONS AND FIELD 5. EXCAVATION FOR FOOTINGS SHALL BE LINED TEMPORARY WITH A 6 MIL POLYETHYLENE IF PROPER AIR ENTRAINMENT REQUIREMENTS. ARCHITECTURAL,MECHANICAL,PLUMBING,ELECTRICAL,AND CIVIL DRAWINGS.THIS COORDINATION IS DIMENSIONS.MARK WITH APPROVAL STAMP BEFORE SUBMITTING TO THE EOR.STAMP SHALL PLACEMENT OF CONCRETE DOES NOT OCCUR WITHIN 24 HOURS OF EXCAVATION. NOT THE RESPONSIBILITY OF THE EOR.SHOULD ANY DISCREPANCIES BECOME APPARENT THE INCLUDE NAME OF REVIEWER,DATE OF CONTRACTOR'S APPROVAL,AND STATEMENT CERTIFYING 7. COMPLY WITH CRSI'S"MANUAL OF STANDARD PRACTICE"FOR FABRICATING,PLACING AND CONTRACTOR$HALL NOTIFY THE FOR BEFORE ANY CONSTRUCTION BEGINS. THAT SUBMITTAL HAS BEEN REVIEWED,CHECKED,AND APPROVED FOR COMPLIANCE WITH THE 6. NO CONCRETE SHALL BE POURED AGAINST ANY SUBGRADE CONTAINING WATER,ICE,FROST,OR SUPPORTING REINFORCEMENT. 4 N 0 a W Asps 6F C 6. VERIFICATION OF ASSUMED FIELD CONDITIONS IS NOT THE RESPONSIBILITY OF THE ENGINEER OF CONTRACT DOCUMENTS. LOOSE MATERIAL. 8. COMPLY WITH THE MINIMUM CONCRETE COVER FOR REINFORCEMENT LISTED IN THE TABLES ! RECORD.THE CONTRACTOR SHALL VERIFY THE FIELD CONDITIONS FOR ACCURACY AND REPORT ANY 5. SHOULD CHANGES MADE BY THE FOR IN THE SHOP DRAWING REVIEW PROCESS OR RESPONSES TO BELOW. Q yP i 7 DISCREPANCIES TO THE FOR BEFORE CONSTRUCTION BEGINS, REQUESTS FOR INFORMATION(RFI'S)RESULT IN A CHANGE IN THE CONTRACT PRICE,DO NOT POST INSTALLED ANCHORS PROCEED UNTIL A CHANGE ORDER IS SUBMITTED AND APPROVED 9. SPLICE REINFORCEMENT AS DETAILED OR AUTHORIZED BY THE EOR.MAKE BARS CONTINUOUS 9. THE ENGINEER OF RECORD IS NOT RESPONSIBLE FOR ANY SECONDARY STRUCTURAL ELEMENTS OR AROUND CORNER.SPLICES SHALL BE MADE BY CONTACT TENSION LAP SPLICES,UNLESS 9 24013666 W� NON-STRUCTURAL ELEMENTS,EXCEPT FOR THE ELEMENTS SPECIFICALLY NOTED ON THE 6. WHERE PROFESSIONAL DESIGN SERVICES OR CERTIFICATIONS BY DESIGN PROFESSIONAL ARE 1. POST-INSTALLED ANCHORS SHALL ONLY BE USED WHERE SPECIFIED ON THE CONSTRUCTION OTHERWISE NOTED. RFol62E4E� STRUCTURAL DRAWINGS. SPECIFICALLY REQUIRED OF CONTRACTOR BY THE CONTRACT DOCUMENTS,PROVIDE PRODUCTS DOCUMENTS. �SSIONAL 0NG\ AND SYSTEMS COMPLYING WITH SPECIFIC PERFORMANCE AND DESIGN CRITERIA INDICATED.IN 10. PLACING SLEEVES THROUGH CONCRETE ELEMENTS IS NOT PERMITTED UNLESS SHOWN ON THE 10. THIS STRUCTURE AND ALL CONSTRUCTION SHALL CONFORM TO ALL APPLICABLE SECTIONS OF THE ADDITION,SUBMIT COPIES OF A STATEMENT,SIGNED AND SEALED BY THE RESPONSIBLE DESIGN 2. THE CONTRACTOR SHALL OBTAIN APPROVAL FROM THE ENGINEER-OF-RECORD PRIOR TO DRAWINGS,ON APPROVED SLEEVING SHOP DRAWINGS,OR AS AUTHORIZED BY THE FOR IN nsaaa,sms WASHINGTON STATE BUILDING CODE AND ANY LOCAL LAWS WHERE THE STRUCTURE IS TO BE PROFESSIONAL,FOR EACH PRODUCT AND SYSTEM SPECIFICALLY ASSIGNED TO CONTRACTOR TO INSTALLING POST-INSTALLED ANCHORS IN PLACE OF MISSING OR MISPLACED CAST-IN-PLACE WRITING. CONSTRUCTED. BE DESIGNED OR CERTIFIED BY A DESIGN PROFESSIONAL.INDICATE THE LOCATIONS,MAGNITUDES, ANCHORS. DIRECTIONS AND CONNECTION TYPES OF LOADS IMPOSED ON THE SUPPORTING STRUCTURE AND 11, WELDING OF REINFORCING IS NOT PERMITTED UNLESS SPECIFICALLY CALLED FOR OR APPROVED 11. DIMENSIONS AND STRUCTURAL COMPONENTS WERE TAKEN FROM THE DESIGN DOCUMENTS BY AHBL INDICATE THE LOADS AND LOAD COMBINATIONS USED IN THE DESIGN. 3. SUBSTITUTION REQUESTS FOR ALTERNATE PRODUCTS MUST BE APPROVED IN WRITING BY THE BY THE ENGINEER OF RECORD. SEALED BY DANIEL BOOTH.LICENSE NU 28466,SEALED ON FEBRUARY 19,2021.NEW ENGINEER OF RECORD PRIOR TO USE. CONSTRUCTION SHALL NOT BEGIN UNMBERTIL THE CONTRACTOR HAS REVIEWED EXISTING CONSTRUCTION 7. SHOP DRAWINGS,STATEMENTS,AND CALCULATIONS REQUIRING A PROFESSIONAL DESIGN 12, FIELD BENDING OF REINFORCING PARTIALLY EMBEDDED IN THE CONCRETE IS NOT PERMITTED AND VERIFIED THESE AND ALL OTHER ITEMS WHICH MAY AFFECT NEW CONSTRUCTION.ANY SERVICES OR CERTIFICATIONS BY DESIGN PROFESSIONAL THAT ARE SUBMITTED UNSEALED WILL 4. SUBSTITUTION REQUESTS,FOR PRODUCTS OTHER THAN THOSE SPECIFIED BELOW,SHALL BE UNLESS OTHERWISE SHOWN OR APPROVED BY THE ENGINEER OF RECORD. DISCREPANCIES BETWEEN ACTUAL CONDITIONS AND THOSE SHOWN ON THESE DRAWINGS ARE TO BE BE RETURNED NOT REVIEWED BY THE FOR FOR RESUBMITTAL BY THE CONTRACTOR. SUBMITTED BY THE CONTRACTOR TO THE ENGINEER-OF-RECORD ALONG WITH CALCULATIONS BROUGHT THE ATTENTION OF THE FOR BEFORE WORK PROCEEDS. THAT ARE PREPARED&SEALED BY A REGISTERED PROFESSIONAL ENGINEER.THE CALCULATIONS 13. LOCATING JOINTS IN HORIZONTAL PLANE OF FOUNDATIONS,PILE CAPS,DRILLED PIERS,SLABS, 8. LIMITED CONSTRUCTION ADMINISTRATION SERVICES ARE INCLUDED IN THE SCOPE OF SERVICES SHALL DEMONSTRATE THAT THE SUBSTITUTED PRODUCT IS CAPABLE OF ACHIEVING EQUIVALENT BEAMS,GIRDERS AND JOISTS IS NOT PERMITTED UNLESS OTHERWISE NOTES OR APPROVED BY DESIGN LOADS PROVIDED BY THE FOR HOWEVER,IT IS POSSIBLE THAT SOME SUBMITTALS MAY BE RECOMMENDED PERFORMANCE VALUES(MINIMUM)OF THE SPECIFIED PRODUCT USING THE APPROPRIATE DESIGN THE ENGINEER OF RECORD. BUT ARE NOT INCLUDED IN THE SCOPE OF SERVICES PROVIDED BY THE EOR.THE ARCHITECT, PROCEDURE AND/OR STANDARD(S)AS REQUIRED BY THE BUILDING CODE. OWNER,OR CONTRACTOR MAY ARRANGE FOR THESE SERVICES TO BE PROVIDED BY THE EOR.OR 14. CHAMFER EXPOSED CONCRETE CORNERS 3/4"x 3/4"MINIMUM,UNLESS OTHERWISE NOTED ON THE A 3rd PARTY MAY PROVIDE THESE SERVICES WITH PRIOR APPROVAL FROM THE EOR.THE 5. SUBSTITUTIONS WILL BE EVALUATED BY THEIR HAVING AVALID RESEARCH REPORT SHOWING ARCHITECTURAL DRAWINGS. 1. BUILDING CODES FOLLOWING SUBMITTALS ARE RECOMMENDED FOR THIS PROJECT: COMPLIANCE WITH THE RELEVANT BUILDING CODE FOR SEISMIC USES,LOAD RESISTANCE, A. WASHINGTON STATE BUILDING CODE 2021 EDITION INSTALLATION CATEGORY,AND AVAILABILITY OF COMPREHENSIVE INSTALLATION INSTRUCTIONS. 15. COMPLY WITH ACI 301 FOR MEASURING,BATCHING,MIXING,TRANSPORTING,AND PLACING B. 2021 INTERNATIONAL BUILDING CODE 9. CAST-IN-PLACE CONCRETE ADHESIVE ANCHOR EVALUATION WILL ALSO CONSIDER CREEP,IN-SERVICE TEMPERATURE AND CONCRETE.BEFORE TEST SAMPLING AND PLACING CONCRETE,WATER MAY BE ADDED AT THE C. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,ASCE 7-16 A. IN ADDITION TO THE FOLLOWING,COMPLY WITH SUBMITTAL REQUIREMENTS IN ACI 301 INSTALLATION TEMPERATURE. PROJECT SITE,SUBJECT TO LIMITATIONS OF ACI 301. B. PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED 2. RISK CATEGORY II C. DESIGN MIXTURES:FOR EACH CONCRETE MIXTURE. 6. ANCHOR CAPACITY USED IN DESIGN SHALL BE BASED ON THE TECHNICAL DATA PUBLISHED BY 16. FOR UNFORMED SURFACES COMPLY WITH ACI 302.1R FOR SCREEDING,RESTRAIGHTENING,AND D. REBAR SHOP DRAWINGS HILTI,SIMPSON STRONG-TIE OR SUCH OTHER METHOD AS APPROVED BY THE ENGINEER OF FINISHING OPERATIONS. 3. SNOW LOAD E. SHOP DRAWINGS FOR THE DESIGN,ERECTION AND REMOVAL OF FORMWORK,SHORES AND RECORD. a. A. GROUND SNOW LOAD P 17 PSF RESHORES PREPARED BY OR UNDER THE SUPERVISION OF A QUALIFIED PROFESSIONAL 17. CURE FORMED AND UNFORMED CONCRETE FOR AT LEAST SEVEN DAYS BY ONE OF THE FOLLOWING B. FLAT-ROOF SNOW LOAD,Pr 25 PSF ENGINEER.SHOP DRAWINGS,INCLUDE STRUCTURAL ANALYSIS DATA SIGNED AND SEALED BY 7. BASIS OF DESIGN INCLUDES THE FOLLOWING DESIGN PARAMETERS: METHODS;MOISTURE CURING,MOISTURE-RETAINING-COVER CURING,APPLICATION OF A CURING 0. Z C. SNOW EXPOSURE FACTOR,C. 1.00 THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.COMPLY A. CRACKED CONCRETE COMPOUND,OR BY APPLICATION OF A CURING AND SEALING COMPOUND. O D. SNOW IMPORTANCE FACTOR,1, 1.00 WITH REQUIREMENTS IN'ACI MANUAL OF CONCRETE PRACTICE". B. WATER-SATURATED CONCRETE _ E. THERMAL FACTOR,G 1.00 C. BASE MATERIAL TEMPERATURE OF 23-104 DEGREES FAHRENHEIT 18. ENGAGE A QUALIFIED INDEPENDENT TESTING AND INSPECTING AGENCY TO SAMPLE MATERIALS, ` F. DRIFT SURCHARGE LOADS AND WIDTH OF SNOW DRIFT,SEE DIAGRAM(S) 10. POST-INSTALLED ANCHORS D. ALLOWABLE WITH HAMMER-DRILL,HOLLOW DRILL BIT SYSTEM,AND CORE DRILLING METHODS PERFORM TESTS,AND SUBMIT REPORTS DURING CONCRETE PLACEMENT ACCORDING TO ACI 301 r 4. WIND LOADS/DATA A. PRODUCT DATA:FOR EACH TYPE OF PRODUCT INDICATED. AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE. Q 8. CONTACT SIMPSON STRONG-TIE AT(800)999-5099 OR HILTI AT(800)879-8000 FOR PRODUCT ^ A. ULTIMATE WIND SPEED(3 SECOND GUST),VU 98 MPH RELATED QUESTIONS AND AVAILABILITY. 19, SAMPLE MATERIALS,PERFORM TESTS,AND SUBMIT REPORTS DURING CONCRETE PLACEMENT l..l B. NOMINAL WIND SPEED,Vn 76 MPH ACCORDING TO ACI 301 AND CHAPTER 19 OF THE INTERNATIONAL BUILDING CODE AND IN C. EXPOSURE C 9. INSTALL ANCHORS PER THE MANUFACTURER PRINTED INSTALLATION INSTRUCTIONS(MPII),AS ACCORDANCE WITH THE PROGRAM OF SPECIAL INSPECTIONS. D. INTERNAL PRESSURE COEFFICIENT,GC,, ±0.18 INCLUDED IN THE ANCHOR PACKAGING. E. TOPOGRAPHY FACTOR,Kv 1.00 F. APPLIED DIRECTIONALITY FACTOR,K, 0.85 10. ADHESIVE ANCHORS SHALL BE INSTALLED IN CONCRETE HAVING A MINIMUM AGE OF 21 DAYS AT O TIME OF ANCHOR INSTALLATION IN ACCORDANCE WITH ACI 318. Uj S. SEISMIC LOADS/DATA CONCRETE COVER REQUIREMENTS A. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE 11. DRILLING SHALL IT PERFORMED WITH A ROTARY HAMMER DRILL AND CARBIDE TIPPED DRILL BIT IN ^ B. SITE CLASS D(PER RECORD DWGS) ACCORDANCE WITH INSTRUCTIONS ACCOMPANYING ADHESIVE CARTRIDGES AND APPLICABLE Li C. SEISMIC IMPORTANCE FACTOR,I, 1.00 RESEARCH REPORT,REFER TO MANUFACTURER'S DIRECTIONS FOR HAMMER DRILL MODE USE IN MINIMUM W D. MAPPED SPECTRAL RESPONSE ACCELERATION(0.2 sec.),% 1.042 MASONRY WALLS. NON-POST TENSIONED CONCRETE COVER E. MAPPED SPECTRAL RESPONSE ACCELERATION(1.0 sec.),S, 0.372 U F. SPECTRAL RESPONSE COEFFICIENT,Se, 0.833 12. BORE HOLE CLEANING PROCEDURES MUST COMPLY WITH INSTRUCTIONS ACCOMPANYING THE CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" n/ G. SPECTRAL RESPONSE COEFFICIENT,Sn NA ADHESIVE CARTRIDGE AND APPLICABLE RESEARCH REPORT IN ORDER TO PRODUCE A DRY,DUST- LL H. SEISMIC DESIGN CATEGORY D FREE HOLE. CONCRETE EXPOSED TO EARTH OR WEATHER: W I. BASIC STRUCTURAL SYSTEM GROUND SUPPORTED NON-BUILDING No.6 BAR THROUGH No.18 BARS 2" LU STRUCTURE 13. INJECTION OF ADHESIVES SHALL BE PERFORMED IN ACCORDANCE WITH MANUFACTURER'S J. COMPONENT RESPONSE MODIFICATION FACTOR,Rr 1.5 INSTRUCTIONS ACCOMPANYING PRODUCT AND APPLICABLE RESEARCH REPORT TO PRODUCE AN No.S BAR AND SMALLER 11/2" Z K. SYSTEM OVER-STRENGTH FACTOR,Oo 1.0 AIR-VOID FREE INJECTION. L. COMPONENT AMPLIFICATION FACTOR,Co 1.0 CONCRETE NOT EXPOSED TO WEATHER 14. ALTERNATE DRILLING METHODS,SUCH AS DIAMOND CORING,MUST BE APPROVED BY THE OR IN CONTACT WITH GROUND: W 6. A PROGRAM OF SPECIAL INSPECTIONS IS PROVIDED IN ACCORDANCE WITH THE 2021 WASHINGTON ENGINEER OF RECORD AND COMPLY WITH THE APPLICABLE RESEARCH REPORT. �/� STATE BUILDING CODE CHAPTER 17.THE SCOPE OF THE PROGRAM OF SPECIAL INSPECTIONS SLABS,WALL AND JOISTS:No.14 AND No.18 BAR$ 1 1/2" v (n AND/OR QUALITY ASSURANCE PLANS WILL INCLUDE THE PRIMARY STRUCTURAL SYSTEM AND 15. FASTENING ELEMENTS,INCLUDING THREADED RODS,REBAR AND INTERNALLY THREADED INSERTS, SLABS,WALL AND JOISTS:No.11 BARS AND SMALLER 3l4" ^ Q OTHER SECONDARY STRUCTURAL ELEMENTS WHICH ARE SPECIFICALLY DESIGNED BY THE FOR. MUST BE CLEAN,DRY AND FREE OF ANY OIL OR CONTAMINANTS. W THE PROGRAM PROVIDED BY THE FOR WILL SPECIFICALLY EXCLUDE ALL NON-STRUCTURAL BEAMS,COLUMNS:PRIMARY REINFORCEMENT,TIES, 1 1/2" Q ELEMENTS INCLUDING BUT NOT LIMITED TO SMOKE CONTROL AND SMOKE EXHAUST SYSTEMS, 16. ANCHOR CAPACITY IS DEPENDANT UPON SPACING BETWEEN ADJACENT ANCHORS AND PROXIMITY STIRRUPS,SPIRALS Z a/ SPRAYED FIRE-RESISTANT MATERIALS,MECHANICAL,PLUMBING,AND ELECTRICAL SYSTEMS AND OF ANCHORS TO EDGE OF CONCRETE.INSTALL ANCHORS IN ACCORDANCE WITH SPACING AND THEIR ATTACHMENTS.THE PLANS OF SPECIAL INSPECTIONS FOR THESE EXCLUDED ITEMS MUST BE EDGE CLEARANCES INDICATED ON THE DRAWINGS. - v PREPARED BY THE REGISTERED DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF EACH CONCRETE MIX DESIGN REQUIREMENTS DESIGNATED SYSTEM THAT IS SUBJECT TO SPECIAL INSPECTIONS,WHETHER IT IS ARCHITECTURAL, 17. EXISTING REINFORCING BARS IN THE CONCRETE STRUCTURE MAY CONFLICT WITH SPECIFIC /1 ELECTRICAL,MECHANICAL OR STRUCTURAL IN NATURE. ANCHOR LOCATIONS.UNLESS NOTED ON THE DRAWINGS THAT THE BARS CAN BE CUT,THE Z CONTRACTOR SHALL REVIEW THE EXISTING STRUCTURAL DRAWINGS AND$HALL UNDERTAKE TO PROJECT ELEMENT 28 DAY Tc CONCRETE ACIRE AGGREGATE MAX LOCATE THE POSITION OF THE REINFORCING BAR$AT THE LOCATIONS OF THE CONCRETE EXPOSUREGATE ANCHORS,BY HILTI FERROSCAN,GPR,X-RAY,CHIPPING OR OTHER MEANS. CLASS (MIN) TYPE CLASS SIZE O A EQUIPMENT PADS,PEDESTALS 4500 PSI NWC F2,C1 1" B SLAB ON GRADE 40DO PSI NWC FO,C1 1" Q City of Arlington C) NOTES: IL Building Department 1. ALL MIXES ARE EXPOSURE CLASS SO AND PO ACCORDING TO ACI 318 UNLESS NOTED OTHERWISE (l APPROVED 2. WATER CEMENT RATIO: PROPORTION MIXES TO COMPLY WITH THE MAXIMUM WATER CEMENT RATIO REQUIREMENTS SHOWN IN ACI 318-14 TABLE 19.3.2.1 MAXIMUM WATER CEMENT RATIOS DO LLI Kevin Olander- 12/18/2025 NOT APPLY TO LIGHTWEIGHT(LWC)CONCRETE. 0 DRAWING INDEX 3. AIRENTRAINMENT: PROPORTION MIXES TO COMPLY WITH THE MAXIMUM AIR CONTENT '^L No changes authorized unless approved by REQUIREMENTS SHOWN INACI 318-14TABLE 19.3.3.1.FOR LIGHTWEIGHT(LWC)CONCRETE 80.2 ABBREVIATIONS,SYMBOLS&LAP LENGTH SCHEDULES V/ the Building Official S0. SPECIFICATIONS,INDEX EXPOSURE CLASS FO,PROVIDE 5.5%+1-1.5%AIR ENTRAINMENT. SHEET NUMBER 50.3 SPECIAL INSPECTIONS IBC 2018 4. MAXIMUM PERCENT TOTAL ITIOUS MATERIALS BY WEIGHT: COMPLY WITH THE REQUIREMENTS OF ACI CI TABLE 2 318-14 TABLE 6.4.2.2(b).FOR EXPOSURE CLASS F3 SO . - I 81.1 FOUNDATION PLAN AND DETAILS TOTAL:4 5 CHLORIDE ION CONTENT REQUIREMENTS SHOWN IN ACI 318-14ITABLE 193.2.1 WATER SOLUBLE SCALE: NA JOB NUMBER: #24-0001319 COMMON ABBREVIATIONS&DEFINITIONS DETAIL REFERENCES m AT LVL LEVEL DETAIL REFERENCE DETAIL REFERENCE ui Z AB ANCHOR BOLT LW LIGHTWEIGHT NUMBER OR LETTER NUMBER OR LETTER F- ADDL ADDITIONAL LWC LIGHTWEIGHT CONCRETE INDICATES'SIMILAR' INDICATES'SIMILAR' ACI AMERICAN CONCRETE INSTITUTE _RFD LOAD RESISTANCE FACTOR DESIGN CONDITION CONDITION m ASCE AMERICAN SOCIETY OF CIVIL M MOMENT ENGINEERS MANUF MANUFACTURER X SIM SIM DEVELOPMENT AND LAP LENGTH SCHEDULE NOTES: y > m AFF ABOVE FINISHED FLOOR MAS MASONRY Sx BX SHEET WHERE DETAIL IS CUT OR m w SHEET WHERE CALLED OUT,IF SHEET NUMBER IS 1. ALL SPLICE LENGTHS ARE IN INCHES. o AHU AIR HANDLING UNIT MATL MATERIAL w m AISC AMERICAN INSTITUTE OF STEEL MAX MAXIMUM DETAIL IS DRAWN OMITTED,ITEM IS A TYPICAL DETAIL, 2. TABULATED LAP SPLICE VALUES ARE BASED UPON ACI 318-14 CLASS B SPLICE LENGTHS. U CONSTRUCTION MC MOMENT CONNECTION SCHEDULE OR LEGEND 3. THESE TABLES APPLY TO NORMAL WEIGHT CONCRETE ONLY,EXCEPT WHERE INDICATED. w ALT ALTERNATE MECH MECHANICAL SECTIONS VIEW TITLES 4. WHEN SPECIFIED COMPRESSIVE STRENGTH(fc)IS BETWEEN TABULATED STRENGTHS,USE LOWER fc TO DETERMINE SPLICE _ APA AMERICAN PLYWOOD ASSOCIATION MEP MECHANICAL,ELECTRICAL,PLUMBING LENGTHS O LU ARCH ARCHITECTURAL &FIRE PROTECTION 5. FOR EPDXY-COATED BARS,MULTIPLY SPLICE LENGTH VALUES BY 1.5. DETAIL REFERENCE 6. FOR BARS OF DIFFERENT SIZES,USE THE LARGER OF THE DEVELOPMENT LENGTH OF THE LARGER BAR AND THE LAP U ASL ABOVE SEA LEVEL MEZZ MEZZANINE Y NUMBER OR LETTER LENGTH OF THE SMALLER BAR. m ASTM AMERICAN SOCIETY FOR TESTING MIN MANUFACTURER y 0 AND MATERIALS MIN MINIMUM INDICATES'SIMILAR' 7. ACI DEFINES TOP BARS'AS HORIZONTAL REINFORCEMENT PLACED SUCH THAT MORE THAN 12 INCHES OF FRESH CONCRETE m AWS AMERICAN WELDING SOCIETY MISC MISCELLANEOUS CONDITION ELEVATION IS CAST BELOW THE DEVELOPMENT LENGTH OR SPLICE."OTHER BARS"ARE DEFINED AS ALL OTHER CONDITIONS. Z w o 1� 8. WHERE BAR SPACINGS ARE LESS THAN THE MINIMUM BAR SPACINGS TABULATED,SUBMIT LAP SPLICE LENGTHS TO NV5 FOR BLDG BUILDING MILS MASONRY LAP SPLICE LENGTH SIM ———— REFERENCE NUMBER APPROVAL. w o BM BEAM MTL METAL X CONTAINED 55.1 SHEET WHERE EA 9. SUBMIT SPLICE LENGTHS FOR APPROVAL WHERE CONDITIONS DIFFER FROM THE COMPRESIVE STRENGTHS,BAR SIZES, c`+ BOT BOTTOM NDS NATIONAL DESIGN SPECIFICATION 6X BRG BEARING FOR WOOD CONSTRUCTION l IN DETAIL ELEVATION IS SHOWN MINIMUM SPACINGS,AND CONCRETE WEIGHT CLASSES LISTED. BTWN BETWEEN NIC NOT IN CONTRACT 10. DO NOT LAP SPLICE#14 AND#18 BARS,INCLUDING#14 AND#18 BARS WITH SMALLER BARS.PROVIDE MECHANICAL BAN BETWEEN NIS NOT IN SUBMISSION DETAILS ELEVATIONS COUPLERS CAPABLE OF DEVELOPING,IN TENSION OR COMPRESSION,1.25 fy OF THE BAR OR WELD IN ACCORDANCE WITH ACI C CAMBER OR COMPRESSION NLGA NATIONAL LUMBER GRADES 318.STAGGER SPLICES FOR MEMBERS DESIGNATED AS TENSION TIE MEMBERS AT LEAST 30INCHES IN ACCORDANCE WITH CC CENTER TO CENTER AUTHORITY ACI 318 CANT CANTILEVER No. NUMBER CFS COLD FORMED STEEL NOM NOMINAL CIP CAST-IN-PLACE NS NEARSIDE CJ CONTRACTION(CONTROL)JOINT NTS NOTTO SCALE CJP COMPLETE JOINT PENETRATION NWC NORMAL WEIGHTCONCRETE CL CENTERLINE OD OUTSIDE DIAMETER N V 5 CUR CLEAR OC ON CENTER CMU CONCRETE MASONRY UNIT OF OUTSIDE FACE BAR DEVELOPMENT LENGTH"Ld"(INCHES) HOOK DEVELOPMENT LENGTH"Ldh"(INCHES) 133 Technology Dr.#200 COL COLUMN ON OPPOSITE HAND Irvine,CA 92618 CONIC CONCRETE OPNG OPENING NORMAL WEIGHT CONCRETE,GR.60 REINFORCEMENT,UNCOATED NORMAL WEIGHT CONCRETE,GR.60 REINFORCEMENT,UNCOATED CONN CONNECTION OPP OPPOSITE CONT CONTINUOUS OVS OVERSIZED HOLE(AISC) BAR SIZE fc=3000 PSI fc=4000 PSI fc=5000 PSI fc=6000 PSI fc=7000 PSI fc=8000 PSI BAR SIZE fc=3000 PSI fc=4000 PSI fc=S"PSI fc=6000 PSI fc=70W PSI fc=8000 PSI T.949-419-3030 CONSTRJT CONSTRUCTION JOINT P AXIAL FORCE —.NV5.com D DEPTH PAF POWDER ACTUATED FASTENER db BAR DIAMETER PCF POUNDS PER CUBIC FOOT #3 17 15 13 12 12 12 #3 9 8 7 6 6 6 IDEA DEFORMED BAR ANCHOR PCI POUNDS PER SQUARE INCH PER INCH w DBE DECK BEARING ELEVATION PERP PERPENDICULAR #4 22 19 17 16 15 14 #4 11 10 9 8 8 7 N DEL DOUBLE PEN PANEL EDGE NAILING DEG DEGREES PEN PENETRATION #5 28 24 22 20 18 17 #5 14 12 11 10 9 9 d9P i�aF� DEMO DEMOLITION PJP PARTIAL JOINT PENETRATION DET DETAIL PL PLATE #6 33 29 26 24 22 21 #6 17 15 13 12 11 11 O 5 7 DIA DIAMETER PLF POUNDS PER LINEAR FOOT #7 48 42 38 34 32 30 #7 20 17 15 14 13 12 DIAG DIAGONAL PRELIM PRELIMINARY DIM DIMENSION PSF POUNDS PER SQUARE FOOT 240136" y, DIST DISTANCE PSI POUNDS PER SQUARE INCH #8 55 48 43 39 36 34 #8 22 19 17 16 15 14 �^F RFolS2E4E� DJ DOUBLE JOIST PT POINT #9 62 54 48 44 M 38 #9 25 22 20 18 17 16 9S/ONAL ENG DL DEAD LOAD PTS POINTS DN DOWN PT POST TENSIONED(CONCRETE) #10 70 61 54 50 46 43 #10 28 25 22 20 19 18 nsaan':ms DO DITTO PT PRESSURE TREATED(TIMBER) DWG DRAWING QTY QUANTITY #11 78 67 60 55 51 48 #11 31 27 24 22 21 19 EA EACH R RADIUS OR REACTION EE EACH END RAD RADIUS EF EACH FACE RE RIGHT END NOTE:DO NOT USE THIS TABLE FOR SPLICING REINFORCEMENT.REFER TO LAP LENGTH TABLES THIS NOTE:DO NOT USE THIS TABLE FOR SPLICING REINFORCEMENT.REFER TO LAP LENGTH TABLES THIS EJ EXPANSION JOINT REF REFERENCE DRAWING DRAWING EL ELEVATION REINF REINFORCEMENT ELEV ELEVATION OR ELEVATOR READ REQUIRED EMBED EMBEDMENT REDS) REQUIREMENT(S) ENGR ENGINEER REV REVISION ED$ EDGE OF SLAB,EDGE OF RTU ROOFTOP UNIT STRUCTURE RXN REACTION EQ EQUAL Sc SLIP CRITICAL EQUIP EQUIPMENT SCHED SCHEDULE FOOTING AND TURNDOWN SLAB EDGE REINFORCEMENT LAP LENGTH(INCHES) SLAB ON GRADE& EQUIV EQUIVALENT SECT SECTION NORMAL WEIGHT CONCRETE,GR.60 REINFORCEMENT,UNCOATED NORMAL WEIGHT SLAB ON METAL DECK REINFORCEMENT EW EACH WAY SER STRUCTURAL ENGINEER OF RECORD LAP LENGTH(INCHES) EX EXISTING SF SQUARE FOOT fc=3000 PSI fc=40M PSI fc=5000 PSI fc=6000 PSI fc=7000 PSI fc=B000 PSI EXIST EXISTING SHT SHEET GR.60 REINFORCEMENT,UNCOATED '^ EXP EXPANSION 51 SPECIAL INSPECTIONS,SPECIAL )V EXT EXTERIOR INSPECTOR BAR SIZE MIN.BAR TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER TOP OTHER BAR SIZE MIN.BAR fc=3500 PSI fc=4000 PSI fc=4500 PSI fc=5000 PSI a. fc 28 DAY S BB SHORT COMPRESSION ILA LEG BACK TO BACK SPACING BAR BARS BAR BARS BAR BARS BAR BARS BAR BARS BAR BARS SPACING NORMAL WEIGHT NORMAL WEIGHT NORMAL WEIGHT NORMAL WEIGHT w FD FLOOR DRAIN SOG SLAB ON GRADE #3 1 1/8' 28 22 25 19 22 17 20 16 19 14 18 14 #3 1 118" 20 18 17 17 FFE FINISHED FLOOR ELEVATION S SLAB ON METAL DECK 0 O FIN FINISHED) SPAPA SPACING #4 1 1/2' 38 29 33 25 29 23 27 21 25 19 23 18 #4 1 112' 26 25 23 22 FUR FLOOR SPEC SPECIFICATIONS FL FULL LENGTH SPIB SOUTHERN PINE INSTITUTES BUREAU #5 1 7/8' 47 36 41 31 36 28 33 26 31 24 29 22 #5 1 7/9' 33 31 29 28 W FNDN FOUNDATION SPF SPRUCE PINE FIR FS FAR SIDE SR STUD RAIL #6 1 2114' 1 56 43 1 49 37 44 34 40 31 1 37 28 35 27 #6 2114' 40 37 35 33 C) Q FT FOOT OR FEET SO SQUARE #7 2 5hr 81 63 71 54 63 49 58 45 54 41 50 39 #7 2 5hr 58 54 51 48 r^ Q FTG FOOTING SS STAINLESS STEEL �/J PUT FUTURE SSL SHORT SLOTTED HOLE(AISC) #8 3" 93 72 81 62 72 56 66 51 61 47 57 44 #8 3" 66 62 58 55 FV FIELD VERIFY SST SIMPSON STRONG TIE Fy YIELD STRENGTH STD STANDARD #9 3112" 105 81 91 70 81 63 74 57 69 53 64 50 GA GAGE STIFF STIFFENER NOTE:REFER TO NOTE 8 FOR BAR SPACINGS THAT DO NOT GALV GALVINIZE(D) STL STEEL #10 3 718" 118 91 102 79 92 71 84 64 77 60 72 56 1 MEET MIN BAR SPACINGS NOTED T� O GB GRADE BEAM STRUCT STRUCTURAL OR STRUCTURE (D Uj GEN GENERAL SYMM SYMMETRICAL,SYMMETRIC #11 4114' 131 101 114 87 102 78 93 71 86 66 80 62 Z L GR GRADE SYP SOUTHERN YELLOW PINE GYP GYPSUM T THICKNESS OR TENSION LU 0. 1.- HDG HOT DIPPED GALVANIZED Tu TRANSFER FORCE,ULTIMATE NOTE:REFER TO NOTE 8 FOR BAR SPACINGS THAT J W HI HIGH T&6 TOP AND BOTTOM DO NOT MEET MIN BAR SPACINGS NOTED HK HOOK T/ TOP OF �•/ HORIZ HORIZONTAL TEMP TEMPERATURE OR TEMPORARY Z HP HIGHPOINT TJ TRIPLE JOIST HSS HOLLOW STRUCTURAL SECTION TOD TOP OF CONCRETE J HT HEIGHT TOF TOP OF FOOTING r ID INSIDE DIAMETER TOJ TOP OF JOIST Z IF INSIDE FACE TOM TOP OF MASONRY INT INTERIOR TOS TOP OF SLAB OR TOP OF STEEL JBE JOIST BEARING ELEVATION TOW TOP OF WALL W J JT JOINT TPI TRUSS PLATE INSTITUTE w K 1000 POUNDS,KIP TRPL TRIPLE O vI KIP 1000 POUNDS TYP TYPICAL M Q KSF KIPS PER SQUARE FOOT LINO UNLESS NOTED OTHERWISE LJJ KSI KIPS PER SQUARE INCH V SHEAR FORCE S W LBS POUNDS VERT VERTICAL a/ Ld DEVELOPMENT LENGTH W WIDTH Ldh HOOK DEVELOPMENT LENGTH W/ WITH � ) LE LEFT END W/0 WITHOUT v LG LONG WF WIDE FLANGE LL LIVE LOAD WP WORK POINT LLBB LONG LEG BACK TO BACK WT WEIGHT OR WT SECTION PER AISC LLH LONG LEG HORIZONTAL WWR WELED WIRE REINFORCEMENT Z LLV LONG LEG VERTICAL WWF WELDED WIRE FABRIC,SEE WWR O LONG LONGITUDINAL XJ EXTRA JOIST LP LOW POINT XS EXTRA STRONG LSH LONG SIDE HORIZONTAL XXS DOUBLE EXTRA STRONG LSL LONG SLOTTED HOLE(AISC) LSV LONG SIDE VERTICAL W City of Arlington 0� Building Department pmp APPROVED Q Kevin Olander- 12/18/2025 SHEET NUMBER No changes authorized unless approved by the Building Official S 0 . n SCALE: NA JOB NUMBER: #24-0001319 STATEMENT OF SPECIAL INSPECTIONS BASED UPON THE 2015 IBC 1.0 FABRICATOR(IBC 1704.2.5) 0 N 1. SPECIAL INSPECTIONS SHALL BE PROVIDED FORTH IS PROJECT IN ACCORDANCE WITH THE FOLLOWING SCHEDULE.THE FABRICATORS WILL BE DETERMINED BY THE CONTRACTOR.THE CONTRACTOR MUST VERIFY THE FABRICATOR IS REGISTERED o `� PROGRAM PROVIDED HEREIN SPECIFICALLY EXCLUDES ALL ELEMENTS NOT DESIGNED BY THE SER AND NON-STRUCTURAL AND APPROVED PER IBC 1704.2.5.1.IF APPROVED,THE FABRICATOR SHALL SUBMIT A CERTIFICATE OF COMPLIANCE TO THE ui c z ELEMENTS INCLUDING BUT NOT LIMITED:TO SMOKE CONTROL AND SMOKE EXHAUST SYSTEMS,SPRAYED FIRE-RESISTANT BUILDING OFFICIAL STATING THE WORK WAS PERFORMED IN ACCORDANCE WITH THE APPROVED CONSTRUCTION DOCUMENTS. a O MATERIALS,MECHANICAL,PLUMBING,AND ELECTRICAL SYSTEMS AND THEIR ATTACHMENTS EVEN THOUGH THEY MAY BE IF THE FABRICATOR IS NOT APPROVED THE SPECIAL INSPECTOR SHALL VERIFY THAT THE FABRICATOR MAINTAINS DETAILED ❑ REQUIRED.THE PLAN OF SPECIAL INSPECTIONS FOR THESE EXCLUDED ITEMS MUST BE PREPARED BY THE REGISTERED FABRICATOR AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP rn DESIGN PROFESSIONAL RESPONSIBLE FOR THE DESIGN OF EACH DESIGNATED SYSTEM THAT IS SUBJECT TO SPECIAL AND THE FABRICATOR'S ABILITY TO CONFORM TO THE APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. m INSPECTIONS,WHETHER IT IS ARCHITECTURAL,ELECTRICAL,MECHANICAL OR STRUCTURAL IN NATURE. THE SPECIAL INSPECTOR SHALL REVIEW THE PROCEDURES FOR COMPLETENESS AND ADEQUACY RELATIVE TO THE CODE m w REQUIREMENTS FOR THE FABRICATOR'S SCOPE OF WORK. p 2. THE SPECIAL INSPECTION COORDINATOR SHALL KEEP RECORDS OF ALL INSPECTIONS AND SHALL FURNISH INSPECTION Y [r REPORTS TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. U ElAPPROVED FABRICATOR YES NO ❑UNAPPROVED FABRICATOR YES NO DISCOVERED DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. _ U LU 3. INTERIM REPORTS SHALL BE SUBMITTED MONTHLY TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN FABRICATORS NAME: a PROFESSIONAL IN RESPONSIBLE CHARGE.THESE REPORTS SHALL INCLUDE THE DAILY OBSERVATION REPORTS AND FABRICATORS PLANT LOCATION:A SUMMARY OF THE ACTIVITIES COMPLETED AND/OR IN PROGRESS THAT ARE RECEIVING SPECIAL INSPECTIONS.DAILY m 0 REPORTS SHOULD NOT BE PROVIDED TO THE SER FOR REVIEW UNLESS THERE IS AN UNCORRECTED DISCREPANCY. UNCORRECTED DISCREPANCIES SHALL BE REPORTED TO THE SER WITHOUT DELAY. REQUIRED IN-PLANT❑STEEL CONSTRUCTION ❑CONCRETE CONSTRUCTION ❑WOOD CONSTRUCTION z❑COLD-FORMED CONSTRUCTION El OTHER: ❑OTHER w ;Ao Q4. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF HIS RESPONSIBILITIES.JOB SITE SAFETY INSPECTIONS: AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR. ❑ N 5. THE SPECIAL INSPECTOR SHALL HAVE A CURRENT WABO CERTIFICATION 3.0 CONCRETE CONSTRUCTION(IBC 1705.3) THIS STATEMENT OF SPECIAL INSPECTIONS INCLUDES THE FOLLOWING BUILDING SYSTEMS: ❑ FABRICATORS(1.0) ❑ DRIVEN DEEP FOUNDATIONS(7.0) ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS 3.1 REINFORCING STEEL,INCLUDING ® VERIFY PRIOR TO PLACING CONCRETE THAT REINFORCING IS ❑ STEEL CONSTRUCTION(2.0) ❑ CAST-IN-PLACE DEEP FOUNDATIONS(8.0) PRESTRESSING TENDONS OF SPECIFIED TYPE,GRADE AND SIZE;THAT IT IS FREE OF OIL,DIRT AND RUST;THAT IT IS LOCATED AND SPACED CONCRETE CONSTRUCTION(3.0) ❑ HELICAL PILE FOUNDATIONS(9.0) PROPERLY;THAT HOOKS,BENDS,TIES,STIRRUPS AND SUPPLEMENTAL REINFORCEMENT ARE PLACED CORRECTLY; ❑ MASONRY CONSTRUCTION(4.0) El COLD-FORMEDSTEEL CONSTRUCTION(10.0) THAT LAP LENGTHS,STAGGER AND OFFSETS ARE PROVIDED; N V 5 ❑ WOOD CONSTRUCTION(5.0) E] RETAITING SYSTEMS PROVIDING VERTICAL RELIEF GREATER THAN AND THAT ALL MECHANICAL CONNECTIONS ARE INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND/OR 133 Technology Dr.#200 5FT IN HEIGHT WITH HORIZONTAL SEPARATION DISTANCE OF 50 FT EVALUATION REPORT. Irvine,CA 92618 ® SOILS CONSTRUCTION(6.0) OR LESS(11.0) 3.2 WELDING OF REINFORCING STEEL VISUALLY INSPECT ALL WELDS AND ALSO VERIFY WELDABILITY OF REINFORCING STEEL BASED UPON CARBON T.949-419-3030 QUALIFICATIONS FOR STRUCTURAL OBSERVATIONS EQUIVALENT AND IN ACCORDANCE WITH AWS D1.4. w NV5.com (IBC 1704.6.11 3.3 CAST-IN BOLTS&EMBEDS INSPECTION OF ANCHORS OR EMBEDS CAST IN CONCRETE IS REQUIRED WHEN ALLOWABLE LOADS HAVE BEEN INCREASED moe°°j STRUCTURAL OBSERVATIONS SHALL BE PROVIDED FOR SDC O.E OR F OR WHERE STRENGTH DESIGN IS USED. (� WHERE ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: 3.4 POST-INSTALLED ANCHORS OR ALL POST-INSTALLED ANCHORS/DOWELS SHALL BE SPECIALLY DOWELS INSPECTED AS REQUIRED BY THE APPROVED ICC-ES REPORT. e c G ti4 IN A�ASx N a��0 ITEM YES NO HORIZONTALLY OR UPWARDLY INCLINED ANCHORS THAT RESIST SUSTAINED TENSION LOADS REQUIRE CONTINUOUS BUILDING IS RISK CATEGORY III OR IV ® INSPECTION AND APPROVED INSTALLERS. 3.5 USE OF REQUIRED MIX DESIGN VERIFY THAT ALL MIXES USED COMPLY WITH THE APPROVED 34013606 BUILDING HEIGHT IS GREATER THAN 75FT CONSTRUCTION DOCUMENTS;ACI 318:CH.19,26.4.3,26.4.4; �'^F RFGISTS THE STRUCTURE IS ASSIGNED TO SDC E,AND IS ® AND IBC 1904.1,1904.2,190B.2,1908.3. AIL GREATER ENG GREATER THAN 2 STORIES ABOVE GRADE PLANE 3.6 CONCRETE SAMPLING FOR nsaaa,sm° STRENGTH TESTS,SLUMP,AIR WHEN$O DETERMINED BY THE FOR CONTENT,AND TEMPERATURE 3.7 CONCRETE&SHOTCRETE WHEN REQUIRED BY THE BUILDING OFFICIAL ® PLACEMENT THIS STRUCTURE IS EXEMPTFROM STRUCTURAL OBSERVATIONS 3.8 CURING TEMPERATURE AND ® VERIFY THAT THE AMBIENT TEMPERATURE FOR CONCRETE IS (IBC 1704.6.1). TECHNIQUES KEPT AT 50°F FOR AT LEAST 7 DAYS AFTER PLACEMENT. HIGHEARLY-STRENGTH CONCRETE SHALL BE KEPT AT>50°F THIS STRUCTURE HAS AWIND EXPOSURE CATEGORY C WHERE THE BASIC WIND SPEED V. IS LESS THAN 140 MPH AND IS FOR AT LEAST 3 DAYS.ACCELERATED CURING METHODS MAY THEREFORE EXEMPT FROM SPECIAL INSPECTIONS FOR WIND REQUIREMENTS(IBC 1705.12). BE USED(SEE ACI 318:26.4.7-26.4.9).THE AMBIENT TEMPERATURE FOR SHOTCRETE SHALL BE>40`F FOR THE THIS STRUCTURE HAS A SEISMIC DESIGN CATEGORY OF D AND IS SUBJECT TO SPECIAL INSPECTIONS FOR SEISMIC SAME PERIOD OF TIME AS NOTED FOR CONCRETE. RESISTANCE(IBC 1705.13). SHOTCRETE SHALL BE KEPT CONTINUOUSLY MOIST FOR AT LEAST 24 HOURS AFTER SHOTCRETING.ALL CONCRETE MATERIALS,REINFORCEMENT,FORMS,FILLERS,AND GROUND SHALL BE FREE FROM FROST.IN HOT WEATHER CONDITIONS ENSURE THAT APPROPRIATE MEASURES ARE TAKEN TO AVOID PLASTIC SHRINKAGE CRACKING AND THAT THE SPECIFIED WATERICEMENT RATIO IS NOT EXCEEDED. 3.6 PRE-STRESSED CONCRETE a. 3.7 ERECTION OF PRECAST CONCRETE VERIFY THAT ALL PRECAST ELEMENTS ARE LIFTED, Z ASSEMBLED AND BRACED IN ACCORDANCE WITH THE 0. O APPROVED CONSTRUCTION DOCUMENTS. 3.8 STRENGTH VERIFICATION VERIFY THAT ADEQUATE STRENGTH HAS BEEN ACHIEVED PRIOR TO THE REMOVAL OF SHORES AND FORMS OR THE r STRESSING OF POST-TENSIONED TENDONS. Q 3.9 FORMWORK VERIFY THAT THE FORMS ARE PLACED PLUMB AND CONFORM TO THE SHAPES,LINES,AND DIMENSIONS OF THE MEMBERS AS REQUIRED BY THE APPROVED CONSTRUCTION DOCUMENTS. 6.0 SOILS CONSTRUCTION(IBC 1705.6) 1 1 O O_ ITEM CONTINUOUS PERIODIC DETAILED INSTRUCTIONS 1._ 6.1 VERIFY SUBGRADE IS ADEQUATE ® PRIOR TO PLACEMENT OF CONCRETE. 0. W TO ACHIEVE DESIGN BEARING CAPACITY. Z 6.2 VERIFY EXCAVATIONS ARE � PRIOR TO PLACEMENT OF COMPACTED FILL OR CONCRETE. cc) N EXTENDED TO PROPER DEPTH AND W REACHED PROPER MATERIAL r 6.3 PERFORM CLASSIFICATION AND ® ALL MATERIALS SHALL BE CHECKED AT EACH LIFT FOR C r TESTING OF COMPACTED FILL PROPER CLASSIFICATIONS AND GRADATIONS NOT LESS THAN N 7 MATERIALS ONCE FOR EACH 10,000FP OF SURFACE AREA. 6.4 VERIFY PROPER MATERIALS, ® PRIOR TO PLACEMENT OF COMPACTED FILL. M� >_ IJJ DENSITIES AND LIFT THICKNESSES U) DURING PLACEMENT AND COMPACTION. 6.5 PRIOR TO PLACEMENT OF z J LU li COMPACTED FILL,INSPECT O HAS BEEN AND VERIFY THAT SITE ,^ HAS BEEN PREPARED PROPERLY U w Za �T T J Q w City of Arlington 0- Building Department (n APPROVED SHEET NUMBER Kevin Olander- 12/18/2025 No changes authorized unless approved by S 0 . 3 the Building Official SCALE: NA JOB NUMBER: #24-0001319 N SAMPLE PORT N w o Z - 6"MIN a p � 8 TVP u GREASE INTERCEPTOR �- ,----� > m PER PLUMB DWGS SAMPLE PORT PER PLUMB DWGS o w r=i2 - - - - - - - - - - - - - - - _ w - SOLIDS INTERCEPTOR -- -- " PLAN PEDESTAL PER w - - - \ O PER PLUMB DWGS #4@12'EW p a I EXIST EXIST ANCHORS PER a a #4@12'TIES Y SCHEDULE BELOW 6' 85 12-#7 DOWELS, u $ y 00 p SIDEWALK PAVEMENT _Ea 4 EA FACE w m MIN 6" rn 12"EXPANSION '- �^ _ 3 F I I 2 MATERIAL,TYP N� _ �, � MIN ¢ Q c Si.i BOLLARD PER TYP o c� I PAVEMENT PER CIVIL DET,5'-0"OC MAX SPA I I I I DRAWINGS EXIST 6"SS PER 1 `O EQUIP PLUMB DWGS F—#4@12"DOWELS, TYP EA EN CONIC EDESTAL451CONr \\\\\ SAMPLE PORT(450# \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ OPERATING WT)PER \\\ \\\/\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\\ \ \ \ \ N V 5 PLUMB DWGS \\ \\\\\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \\ �\\�IGN THI.�I/.�\ GREASE INTERCEPTOR \ \7'-0✓\ \ \�\�\�\�\�\�\�\�\�\�\�\ ALIGN THICKENED q (2000#OPERATING WTI SLAB EDGE W/FACE NOTE:CONTRACTOR TO COORDINATE 133 Technology Dr.#200 PER PLUMB DWGS 6'COMPACTED NON- 2 SECTION OF PEDESTAL ALL DIMENSIONS WITH EQUIPMENT Irvine,CA 92618 FROST SUSCEPTIBLE FILL I CONIC EQUIP PAD ON $1.1 EQUIPMENT PAD PRIOR TO CONSTRUCTION C 1--- COMPACTED GRANULAR FILL SCALE:314,V-10" T.949-4193030 I� i s5t www.NV5.com 1' SOLIDS INTERCEPTOR (560#OPERATING WTI ANCHOR PL PER EQUIP MAN WI PER PLUMB DWGS 6„ (1)HILTI KWIK HUS-EZ-SS 316 112"CIA SCREW ANCHOR(ICC- t N EXIST WALL FTG TYP ES ESR-3027)8 MIN 21/4' ill I�4'-0" T/FTG=-1'-0"FIELD NOMINAL EMBED INTO CONIC, VERIFY LL IN STD HOLES,TYP EXIST TILT PANEL � EXIST SLAB ON GRADE o r TISLAB=i-0" - _ - - - - - - - PEDEQ � GISTS EXIST PAVEMENT FS9/ON AIL ELEVVARIES nsaiu.:ms I I LJ I I ITEM SI-1 SOLIDS ITEM GI-1 GREASE SAMPLE PORT INTERCEPTOR INTERCEPTOR 3 PLAN DETAIL EQUIPMENT ANCHOR LAYOUT SCALE:1/2"=1'-0" I I I I I I 6"SCHED40 PIPE,FILL WITH CONCRETE.PAINT PER ARCH,SEE NOTE 1 I J EXIST CONC 1/2'EXPANSION MATL TILT PANEL EQUIPPER 0. 7 SLAB ON GRADE,CONIC PLUMB DWGS I PAVEMENT OR EARTH O I 112"EXPANSION ' I I MATERIAL,TYP I I 6" ANCHORAGE PER I ` EXIST SLAB DET3/51.1 "`� •��\�\\ I D r ON GRADE LAP PER SCHED CONIC EQUIP PAD TOP,(I1)D E OF Q PAVEMENT ER CIVIL CENTERED EA S ----- D DWGS \\r\\ In 4 w �p r\SLAB IS NOT O PRESENT - � I I � I I o v W O PARTIAL FOUNDATION PLAN EXIST WALL FTG \\ \ \ \\j _ 3 TYP �n 1 SfALE:J/16"= " CONC FOUNDATION TO ILL �j, 2-#4 CONT,TYP r �j A/ MATCH BOG CONC MIX LU PARTIAL FOUNDATION PLAN NOTES 8" 0" 6"COMPACTED NON- 6 DIA` V FROST SUSCEPTIBLE FILL r^ 1. REFER TO GENERAL NOTES AND SPECIFICATIONS FOR ADDITIONAL STRUCTURAL INFORMATION. NOTE:CONTRACTOR TO COORDINATE J LU 2. SEE PLUMBING DRAWINGS FOR DIMENSIONS NOT SHOWN ON THIS DRAWING. 4 SECTION ALL DIMENSIONS WITH EQUIPMENT 5 DETAIL Q 3. SLOPE ALL EXTERIOR SLABS AWAY FROM BUILDING AT A RATE OF 118"PER FOOT FOR PROPER Sl.l EQUIPMENT PAD AT EXIST BLDG AND EXISTING CONSTRUCTION PRIOR $1.1 TYPICAL BOLLARD FOUNDATION DRAINAGE. SCALE:3/4"=1'-0" TO CONSTRUCTION SCALE:314"=1'-0" 4. SEE PLUMBING DRAWINGS FOR FLOOR DRAINS AND PIPING PENETRATIONS THROUGH THE FLOOR Z SLAB.REPORT ANY CONFLICTS WITH STRUCTURAL ELEMENTS OF SAID ITEMS TO THE SER BEFORE LJJ CONSTRUCTION. TEMPORARY W / 5. EMPOR THE FOR HAS NOT PERFORMED A SITE VISIT TO VERIFY STRUCTURAL CONDITIONS.ALL ASSUMED EXCAVATION/ 1'-6"MIN ' � INFORMATION SHOWN ON THESE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO PIPE TRENCH.DO D WALL FOOTING,TURN Q v! CONSTRUCTION.CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE SER BEFORE NOT UNDERMINE DOWN FOOTING OR Q PROCEEDING. FOOTIN j\ P \\/\\ P DE BEAM PER z LU City of Arlington i/\ \\%\/ T'FOOTING LAN Building Department i\\ \\j\ ELPER PIN w Q Q APPROVED �\ \� 3/ SEE NOTE z —j i-$ i PIPE OR �+ 1 Z"� LL Kevin Olander- 12/18/2025U1 CONDUIT z No changes authorized unless approved by MAX TRENCH i`2 1 CONCREMENT TE z - z ENCASE O the Building Official DEPTH r�=3000 PSI. z �\\� /� PIPE OR CONDUIT - /� 18"MIN i NOTES: PIPE SLEEVE CONCRETE 1. DO NOT EXCAVATE PARALLEL TO FOOTING BELOW DASHED LINES FOLLOWING PLACEMENT OF FOOTING CLEARANCE BETWEEN SLEEVES TYP ENCASEMENT. Q 9"MIN FR PIPE SLOPE AS REQ'D CONCRETE OR PER GEOTECHNICAL ENGINEER OF RECORD'S RECOMMENDATION. TO BE LARGEST SLEEVE DIA BUT 7 PWO.D.DI(A)LESS G_ 2. ALL PIPES AND CONDUITS SHALL BE SLEEVED WITH 1'MIN CLEAR SPACING BETWEEN OUTSIDE CIA OF NOT LESS THAN 6" THAN OR EQUAL g AREA OF WORK PIPE AND INSIDE DIA OF SLEEVE.REFER TO CIVIL 8 MEP DRAWINGS FOR ADDITIONAL REQUIREMENTS T04' INCLUDING SLEEVE REQUIREMENTS AT FIRE SERVICE LINES AND SEALANT. O 3. PLACE PIPE ENCASEMENT CONCRETE PRIOR TO FOOTING CONCRETE.ALLOW CONCRETE ENCASEMENT _ TO R EA LL CH 75%rc PRIOR TO PLACING FOOTING CONCRETE. II®® t 4. DO NOT PASS PIPES OR CONDUITS THROUGH WALL FOOTINGS,TURN DOWN FOOTINGS OR GRADE ®® 5 g BEAMS. SHEET NUMBER ®® 6 DETAIL ® e N 5. DO NOT PASS PIPES OR CONDUITS THROUGH OR BENEATH COLUMN FOOTINGS. ®® ® ® °�� 6. REFER TO TYPICAL DETAILS FOR PIPES PASSING THROUGH WALLS. YPICAL UTILITY PENETRATIONS ® ®® 8 ® 7. CONDITION SHOWN IS FOR EXTERIOR FOUNDATION.INTERIOR FOUNDATION CONDITIONS ARE SIMILAR. AT WALL FOOTING ® ® F S1 . 1 8. REFER TO GEOTECHNICAL ENGINEER FOR FILL IN EXCAVATIONS FOR PIPES/CONDUITS WITH INVERT SCALE:314-V-0" i ELEVATION BELOW 2'4i'FROM BOTTOM OF FOOTING. SCALE: NA JOB NUMBER: #24-0001319 �ISEY N O PLUMBING ABBREVIATION LIST PLUMBING SYMBOL LEGEND SHEET INDEX m (THIS IS A MASTER LIST, NOT ALL ABBREVIATIONS MAY APPEAR ON DRAWINGS.) (THIS IS A MASTER LEGEND, NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS.) ISSUE o o ° k AD ACCESS DOOR / AREA DRAIN L LENGTH, LAVATORY ABBR SYMBOL DESCRIPTION m j ADA AMERICANS WITH DISABILITIES ACT LEIS POUNDS O SHEET NOTE w w AFF ABOVE FINISH FLOOR - REVISION NUMBER m Y w N AP ACCESS PANEL MAX MAXIMUM S OR W SOIL, WASTE OR SEWER - ABOVE AND BELOW GRADE/FLOOR x Y ASL AT SURFACE LEVEL MBH 1000 BRITISH THERMAL UNITS PER GR —GR— —GR— GREASE WASTE - ABOVE AND BELOW GRADE/FLOOR = a z a AUTO AUTOMATIC HOUR zo MCA MINIMUM CIRCUIT AMPS V VENT N BHP BRAKE HORSEPOWER MCC MOTOR CONTROL CENTER PW —PW— PUMPED WASTE m Z Z Z BMS BUILDING MANAGEMENT SYSTEM MH MANHOLE CO, WCO a +- CLEANOUT AND WALL CLEANOUT DOm BOF BOTTOM OF FOOTING MIN MINIMUM AD, OAD 8 AREA DRAIN, OVERFLOW AREA DRAIN W W 3 z F R o ol BOH BACK OF HOUSE MOCP MAXIMUM OVER CURRENT PROTECTION FD 6/:.' FLOOR DRAIN/ABOVE o r BTU BRITISH THERMAL UNIT r� FS ❑6-- El ® ®/�o, FLOOR SINK/ABOVE M En NA NOT APPLICABLE 5 � .0 DEGREES CELSIUS NEC NATIONAL ELECTRICAL CODE SOV �� SHUT-OFF VALVE a Uj wa CFH CUBIC FEET PER HOUR NFPA NATIONAL FIRE PROTECTION CV n CHECK VALVE O1n M N CFM CUBIC FEET PER MINUTE ASSOCIATION ¢F RELIEF VALVE �! N CO CLEAN OUT NIC NOT IN CONTRACT ---SI< STRAINER WITH BLOW-DOWN VALVE C)i NPSHA NET POSITIVE SUCTION HEAD AVAILABLE 'n L N cv a DC DIRECT CURRENT NPSHR NET POSITIVE SUCTION HEAD REQUIRED �� UNION FLEXIBLE PIPE CONNECTION N N N SHEET NUMBER SHEET DESCRIPTION DOC DIRECT DIGITAL CONTROL • • • P0.0 PLUMBING GENERAL NOTES, AND LEGENDS DDCFP DIRECT DIGITAL CONTROL FIELD PANEL OFCI OWNER FURNISHED/CONTRACTOR 0 PIPE TRANSITION N V 5 DF DRINKING FOUNTAIN INSTALLED PIPE DOWN AND PIPE TEE DOWN • • • P0.1 PLUMBING SPECIFICATIONS 133 Technology Dr.#200 Irvine,CA 92618 DFU DRAINAGE FIXTURE UNITS ------0 0 PIPE UP AND PIPE TEE UP DHW DOMESTIC HOT WATER P PUMP • • •PIPE CAP P1.0 PLUMBING FLOOR PLAN T.949419s030 DIA (0) DIAMETER PA PRESSURE AVAILABLE www.NV5.com �— ANCHOR DN DOWN PD PRESSURE DROP PDI PLUMBING DRAINAGE INSTITUTE - GUIDE • P4.0 ENLARGED PLUMBING PLAN E EXISTING PH PHASE FLOW ARROW EFF EFFICIENCY PRV PRESSURE REDUCING VALVE POC A POINT OF CONNECTION TO EXISTING • • • P6.0 PLUMBING DETAILS EMCS ENERGY MANAGEMENT CONTROL SYSTEM PSI POUND PER SQUARE INCH POD ® POINT OF DISCONNECTION FROM EXISTING • • • P6.1 PLUMBING DETAILS ° ET EXPANSION TANK PSIA POUND PER SQUARE INCH ABSOLUTE • P6.2 PLUMBING DETAILS g °� EWC ELECTRIC WATER COOLER PSIG POUND PER SQUARE INCH GAUGE ITEM TO BE REMOVED PW PUMPED WASTE EQUIPMENT TYPE PLAN/RISER TYPE • • • P7.0 PLUMBING SCHEDULES 4sms -F DEGREES FAHRENHEIT e EQUIPMENT NUMBER e_—SHEET/RISER NUMBER °sOIS'$g6q� FD FLOOR DRAIN RPM REVOLUTIONS PER MINUTE (-) E = EXISTING AL� FFE FINISHED FLOOR ELEVATION FLA FULL LOAD AMPS S SINK, SOIL STATIC FPS FEET PER SECOND SP STATIICRPRESSURE HEAD COORDINATION NOTE FT FEET SQ FT SQUARE FEET FU FIXTURE UNITS SS SANITARY SEWER CONTRACTOR SHALL COORDINATE THE WORK BETWEEN TRADES AND PREPARE SHOP DRAWINGS GAL GALLONS TAB TESTING AND BALANCING WHICH CLEARLY INDICATE THE WORK OF EACH TRADE AND THE SPATIAL RELATIONSHIP BETWEEN GPH GALLONS PER HOUR TDH TOTAL DEVELOPED HEAD TRADES. DUCTWORK ROUTING TAKES PRECEDENCE AND THE WORK OF THE OTHER TRADES SHALL GPM GALLONS PER MINUTE TEL TOTAL EQUIVALENT LENGTH BE COORDINATED ACCORDINGLY. PIPING AND DUCTWORK SYSTEMS SHALL NOT BE FABRICATED TP TRAP PRIMER UNTIL SUCH COORDINATION AND PREPARATION OF SHOP DRAWINGS HAS BEEN COMPLETED. H HEIGHT TS TEMPERING STATION FABRICATION OR INSTALLATION OF WORK WHICH HAS NOT BEEN SO COORDINATED WHICH RESULTS /1 HD HEAD TYP TYPICAL IN CONFLICTS SHALL BE REPLACED AT NO ADDITIONAL COST. WHERE CONFLICTS ARISE DURING HOA HAND OFF AUTO THE PREPARATION OF SHOP DRAWINGS, THE CONTRACTOR SHALL BRING THE CONFLICT TO THE HP HORSEPOWER U URINAL ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING FURTHER. HR HOUR UMC UNIFORM MECHANICAL CODE HS HAND SINK UNO UNLESS NOTED OTHERWISE 0. HZ HERTZ UPC UNIFORM PLUMBING CODE IBC INTERNATIONAL BUILDING CODE V VENT, VOLTS EXISTING CONDITIONS 0 IE INVERT ELEVATION VTR VENT THROUGH ROOF THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE. CONTRACTORS, BY Z IFGC INTERNATIONAL FUEL GAS CODE W WIDTH, WASTE, WATT '/� Q IFC INTERNATIONAL FIRE CODE SUBMITTING A BID ARE DEEMED TO BE COMPLETELY FAMILIAR WITH THE EXISTING CONDITIONS OF LU v J IMC INTERNATIONAL MECHANICAL CODE WC WATER CLOSET THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED. NO CLAIMS FOR EXTRA COMPENSATION Q IN INCH WFU WATER FIXTURE UNITS WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY INFERABLE FROM A W Q IPC INTERNATIONAL PLUMBING CODE WG WATER GAUGE CAREFUL EXAMINATION OF THE EXISTING BUILDING CONDITIONS. J WH WATER HEATER CONTRACTOR SHALL INSPECT THE EXISTING FIELD CONDITIONS AT THE SITE INCLUDING BUT NOT Ir KW KILOWATT WP WATER PRESSURE ( WPD WATER PRESSURE DROP LIMITED TO SIZES, INVERTS AND POINTS OF CONNECTION) AND THE CONTRACT DOCUMENTS PRIOR Q w O TO THE START OF ANY WORK TO DETERMINE WHAT EFFECT THE EXISTING CONDITIONS WILL HAVE ON THE WORK POTENTIAL. CONTRACTOR SHALL REPORT DISCREPANCIES TO THE ARCHITECT AND Q a INCLUDE IN HIS BID ALL COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. W U APPLICABLE CODES z 2021 WASHINGTON BUILDING CODE AND AMENDMENTS O Z 2021 WASHINGTON ENERGY CODE AND AMENDMENTS Z W 2021 WASHINGTON MECHANICAL CODE AND AMENDMENTS w 2021 WASHINGTON PLUMBING CODE AND AMENDMENTS J Q 2021 WASHINGTON FIRE CODE AND AMENDMENTS 2023 WASHINGTON ELECTRICAL CODE AND AMENDMENTS w Z w \� 0 o Z Z Cm G City of Arlington D J Building Department a APPROVED SHEET NUMBER: Kevin Olander- 12/18/2025 No changes authorized unless approved by the Building Official SCALE:NA JOB NUMBER: #24-0001319 N O DIVISION 22 - PLUMBING SPECIFICATIONS 5. THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR FOR HANDLING 2. VALVES SHALL HAVE NAME OF MANUFACTURER AND GUARANTEED WORKING PRESSURE CAST 26. PROVIDE 18"z 18"MINIMUM ACCESS DOOR IN INACCESSIBLE CEILINGS AND WALLS FOR o u MATERIALS,RUBBISH,ETC.AT SUCH TIMES WHEN IT IS CONVENIENT TO THE OCCUPANTS OF OR STAMPED ON BODIES.VALVES OF SIMILAR TYPE SHALL BE BY A SINGLE MANUFACTURER. EQUIPMENT REQUIRING ACCESS OR ADJUSTMENT.COORDINATE LOCATIONS AND SUBMIT TO THE PART 1 - GENERAL AMAGEEDAND PROVIDING.THE E LABOR OTO SHALL DLEROTECT MATERIALS IN AND OUT OF THE ELEVATOR AND INTERIOR OF THE CAB AGAINST VALVES SHALL BE AS MANUFACTURED BY CRANE,NIBCO,MILWAUKEE OR APPROVED EQUAL. ARCHITECT BOARD CEILINGS FOR AND OVAL INACCESIOR TO BEGINNING SIBLE WALLS FOR VALVES RANDDCLEN UTS.DOORS 000RDNATEGYPSUM Qo p k A. GENERAL OUT OF THE BUILDING. 3. SHUT-OFF VALVES 2"AND SMALLER SHALL BE FULL PORT BALL-TYPE.BRONZE BODY WITH LOCATION OF VALVES,CLEAN-OUTS AND ACCESS DOORS WITH INTERIOR DESIGNER AND u, STAINLESS STEEL BALL AND STEM.NO-LEAD,UL,FM,NSF LISTED.2-1/2"AND LARGER ARCHITECT PRIOR TO INSTALLATION.DOOR SIZE SHALL ALLOW FULL ACCESS TO VALVE AND - 1. GENERAL CONDITIONS,SPECIAL REQUIREMENTS OR GENERAL REQUIREMENTS OF THE PROJECT 6. VERIFY ALL SIZES,DIMENSIONS,AND CONDITIONS BEFORE STARTING ANY WORK.ANY SHALL BE 3-PIECE DESIGN MATH SAME REQUIREMENTS. CLEAN-OUT. > > w = w SPECIFICATIONS MANUAL ARE MADE PART OF THIS SPECIFICATION AND HAVE THE SAME DEVIATIONS OR CONFLICTS SHALL BE TRANSMITTED TO THE ENGINEER FOR RENEW. FORCE AND EFFECT AS IF COMPLETELY REPRODUCED. 4. BUTTERFLY VALVES SHALL USE STAINLESS STEEL DISK AND SHAFT.BODY SHALL BE FULLY 27. AT THE CONCLUSION OF THE PROJECT THE CONTRACTOR SHALL CLEAN AND FLUSH PIPING, w Y ~ 7. CONTRACTOR SHALL PERFORM AND PREPARE A PRE-CONSTRUCTION TEST AND BALANCE CLEAN EXTERIOR SURFACE OF EQUIPMENT AND REMOVE CONSTRUCTION DEBRIS,TEMPORARY cYi RESILIENT UNED AND MATCH PIPING TYPE BRONZE FOR COPPER PIPING AND STAINLESS 2. DEFINITIONS: THE WORD"WORK"SHALL MEAN LABOR AND ANY INCIDENTAL ITEMS OR REPORT TO BENCHMARK EXISTING PERFORMANCE OF ALL WATERSIDE SYSTEMS MODIFIED AS STEEL FOR STAINLESS STEEL PIPING.NO-LEAD,UL,FM,NSF LISTED. FACILITIES AND EQUIPMENT FROM THE WORK AREA. cwzi a it a SERVICES NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE PART OF THIS SCOPE. SYSTEMS NOTED ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS.THE WORD"PROVIDE" C. MISCELLANEOUS SHALL MEN FURNISH AND INSTALL AND MAKE FINAL CONNECTIONS AND LEAVE IN AN 8. CONTRACTOR SHALL CONNECT THEIR WORK TO VARIOUS EXISTING PIPING,DUCTWORK,AND APPROVED COMPLETE OPERATING CONDITION. CONTROL SYSTEMS.THE NEW WORK SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM. 1. PIPING SHALL BE IDENTIFIED WITH PLASTIC PIPE MARKERS IN CLEAR VIEW AND AUGNED WITH AXIS OF PIPING.MARKERS SHALL BE PREPRINTED WITH PRESSURE SENSITIVE PERMANENT co> 3. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE 9. CARE SHALL BE TAKEN DURING DEMOUT10N AND INSTALLATION OF THE NEW WORK,AS NOT ADHESIVE AND COLOR CODED IN COMPUANCE WITH ANSI A13.1.SERVICE AND FLOW DIRECTION Z z r APPLICABLE IBC(INTERNATIONAL BUILDING CODE),IEC(INTERNATIONAL ENERGY CODE),IMC TO DAMAGE OR INTERRUPT THE EXISTING BUILDING SYSTEMS AND SERVICES INSTALLED. SHALL BE INDICATED.DISTANCE BETWEEN IDENTIFICATION LOCATIONS SHALL NOT EXCEED 3 b DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY CONTRACTOR DURING THE �¢ v (INTERNATIONAL MECHANICAL CODE),IPC(INTERNATIONAL PLUMBING CODE),NEC(NATIONAL INSTALLATION OF THEIR WORK SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTOR'S 25'-0 IDENTIFICATION SHALL BE LOCATED AT EACH VALVE,RUNWT,EQUIPMENT CONNECTION a ELECTRICAL CODE),AND OTHER APPUCABLE FEDERAL,STATE,AND LOCAL REGULATIONS; EXPENSE TO THE SATISFACTION OF THE BUILDING OWNER AND ON BOTH SIDES OF AN OBSTRUCTION.VALVE TAGS SHALL BE BRASS AND 1.5"DIAMETER . INCLUDING AMENDMENTS. WITH SOLID BRASS CHAIN.TAGS FOR FLOW CONTROLS SHALL INCLUDE FLOW AND PRESSURE 10. SHUTDOWN OF EXISTING SYSTEMS FOR CONNECTION TO EXISTING SERVICES SHALL BE DROP SET POINTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FEES AND OBTAINING PERMITS AND COORDINATED WITH THE OWNER.CONTRACTOR SHALL SUBMIT REQUESTS WHERE THEY AFFECT INSPECTIONS REQUIRED FOR THE WORK. THE OPERATION OF THE BUILDING SYSTEMS AT LEAST ONE(1)WEEK IN ADVANCE OF ANY 2 PIPE HANGERS FOR INSULATED PIPE SIZES 1PIP TO 1-1/2"SHALL BE ADJUSTABLE,STEEL, REWIRED SHUTDOWN.THE ACTUAL SHUTDOWN PERIOD SHALL BE AS SHORT AS POSSIBLE BAND TYPE.PIPE HANGERS FOR INSULATED PIPE SIZES E AND LARGER SHALL BE 5. INFORM THE GULA OF ANY WORK OR MATERIALS WHICH VIOLATES ANY OF THE APPLICABLE AND AT A TIME AGREED TO BY THE OWNER. ADJUSTABLE,STEEL ELDVIS TYPE.SHIELDS SHALL A USED WHERE HANGER SUPPORTS LAWS AND REGULATIONS BEFORE PROCEEDING WITH THE WORK. INSULATED PIPE.SHIELDS SHALL BE 18 GAGE GALVANIZED STEEL OVER INSULATION 180 6. MATERIALS SPECIFIED BY REFERENCE TO A SPECIFIC STANDARD SUCH AS THE ASTM 11. DEMOLITION SHALL BE COORDINATED BETWEEN OWNER AND CONTRACTOR. DEGREES AND A MINIMUM OF 1'-O"LONG.PIPE HANGERS FOR BARE PIPE SHALL BE (AMERICAN SOCIETY OF TESTING MATERIALS),UL(UNDERWRITERS'LABORATORIES),ANSI ADJUSTABLE,MALLEABLE STEEL,SPUT RING TYPE.BARE COPPER PIPE SHALL BE PROTECTED N V 5 D. SUBMITTALS FROM CORROSION BY STONEMAN TRISOLATOR OR SIMILAR PRODUCT.RISER CLAMPS FOR (AMERICAN NATIONAL STANDARDS INSTITUTE),FS(FEDERAL SPECIFICATIONS),A TA(TRADE VERTICAL PIPING SHALL BE SUPPORTED WITH RUBBER/NEOPRENE PADS BETWEEN THE RISER 133 Technology Dr.#200 ASSOCIATION)STANDARD,OR OTHER SIMILAR STANDARD SHALL COMPLY WITH THE 1. CONTRACTOR SHALL SUBMIT FIVE(5)SETS OF SHOP DRAWINGS AND PIPING DISTRIBUTION ARMS AND FLOOR.HANGERS SHALL BE LOCATED 12"MAXIMUM FROM ANY CHANGE IN Irvine,CA 92618 REQUIREMENTS OF THE LATEST REVISION THEREOF IN EFFECT AT THE TIME OF BIDDING, LAYOUT DRAWINGS(1/4"=1'-0"SCALE).THE ROUTING OF NEW DISTRIBUTION SYSTEM IS DIRECTION AND SPACED AS FOLLOWS FOR STRAIGHT RUNS: EXCEPT AS LIMITED BY TYPE,CLASS OR GRADE,OR MODIFIED IN SUCH REFERENCE. SHOWN DIAGRAMMATICALLY AND APPROXIMATED.THE CONTRACTOR SHALL PROVIDE OFFSETS PIPE SIZE MAXIMUM MAXIMUM HANGER SPACING MINIMUM HANGER ROD DIAMETER T.949-419-3030 AND TRANSITIONS AS REWIRED.THE CONTRACTOR SHALL DETERMINE EXACT ROUTING AND 1/2"TO 1-1/4" 6'-0" 3/8" www.NV5.com 7. ALL MATERIALS,EQUIPMENT OR APPARATUS SHALL BE UL LISTED OR LABELED FOR ALL LOCATIONS,PROVIDING PROPER CLEARANCES,MAKING PROVISIONS FOR MAINTENANCE ACCESS, 1-1/2"TO 2" 8'-0" 3/8" ITEMS WHERE SUCH LISTING LABELING IS AVAILABLE.ITEMS WHICH ARE NOT UL LISTED OR AND COORDINATING WITH EXISTING AND NEW COMPONENTS OF OTHER TRADES,THE 2-1/2"TO 3- 10'-0" 1/2" LABELED MALL NOT BE ACCEPTED IF LISTED OR LABELED EQUIPMENT CAN BE OBTAINED FROM U OR STRUCTURE,AND OTHER OBSTRUCTIONS.INDICATE SPACES RESERVED FOR FIRE SPRINKLER, 4"TO 6" 10'-0" 5/8" ANOTHER ACCEPTABLE MANUFACTURER.EACH COMPONENT OF SEED SHALL BE PIPING AND ELECTRICAL CONDUIT MAINS.THE SHOP DRAWING SUBMITTAL SHALL BE BASED ON LISTED AS A"RECOGNIZED COMPONENT".COMPONENTS NOT SO LISTED OR MARKED WILL NOT THIS COORDINATION EFFORT AND SHALL SHOW ALL DISTRIBUTION COMPONENTS.PIPING AND 3. VENT FLASHING AND COUNTER FLASHING SHALL BE EQUAL TO STONEMAN S1100-4 WITH AN �s 7 BE ACCEPTED IF USTED OR MARKED COMPONENTS ARE AVAILABLE FROM ANOTHER COMPONENTS SHALL BE DRAWN TO SCALE,AND SIZES SHALL BE INDICATED.THE ENGINEER 8"DIAMETER SKIRT. � MANUFACTURER'S. SHALL REVIEW SUBMITTALS AND SHOP DRAWINGS FOR CONFORMANCE PATH THE CONTRACT or 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE OF WOORKTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT PART 8 - EXECUTION BUILDING AS INDICATED ON DRAWINGS,WITHOUT INTERFERENCE WITH OTHER WORK,AND SHALL MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFUCT WITH 2. CONTRACTOR SHALL SUBMIT FIVE(5)SETS OF EQUIPMENT AND SYSTEM CONTROL SEQUENCES, A. GENERAL OTHER TRADES,TO PROVIDE ACCESS AND FOR THE PROPER EXECUTION OF THE WORK. SCHEMATICS,LOGIC DIAGRAMS AND SYSTEM COMPONENTS INCLUDING DETAILS of TIE-IN TO pOSy�GNAG 9. WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES INCLUDING CONTRACT EXISTING BUILDING CONTROL THE ENGINEER SHALL REVIEW CONTROL SHOP DRAWINGS FOR 1. ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DOCUMENTS,SHOP DRAWINGS,AND EXISTING SYSTEMS. CONFORMANCE NTH THE CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE DRAWINGS PRIOR TO ORDER RELEASE.ADDITIONAL ELECTRICAL WORK RESULTING FROM OWNER PRIOR TO COMMENCEMENT OF WORK. EQUIPMENT SUBSTITUTION SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. 10. DO NOT SCALE DRAWINGS AS THEY ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE. 3. CONTRACTOR SHALL IDENTIFY ANY DEVIATIONS IN SHOP DRAWINGS FROM THE DESIGN 2. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS AND CONTROLLERS FOR MOTORS. CONTRACTOR SHALL PROVIDE NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO DOCUMENTS. PLUMBING CONTRACTOR SHALL FURNISH VARIABLE FREQUENCY DRIVES AND ELECTRICAL INDUSTRY STANDARDS.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL CONTRACTOR SHALL INSTALL UNLESS FACTORY INSTALLED.MOTORS 1 HP AND ABOVE SHALL OUT FOR FINISHED WORK,TESTED AND READY FOR OPERATION.ARRANGEMENT OF EQUIPMENT 4. SUBSTITUTIONS SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION PRIOR TO BIDDING. BE PREMIUM EFFICIENCY. AND ROUTING OF PIPES AND DUCTWORK INDICATED ON DRAWINGS SHALL BE ROUTED PLUMB SUBSTITUTIONS SHALL BE PRE-APPROVED IN WRITING.THE CONTRACTOR SHALL BE AND AT RIGHT ANGLES.INSTALLATION OF SYSTEMS MAY REQUIRE MODIFICATION DUE TO RESPONSIBLE FOR COORDINATING REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT 3. COORDINATE ROUTING OF PIPING TO MAINTAIN CLEARANCES ABOVE ELECTRICAL PANELS AND UNFORESEEN CONDITIONS. OR MATERIALS WITH OTHER BUILDING TRADES INCLUDING ELECTRICAL,STRUCTURAL,AND EQUIPMENT PER NEC REQUIREMENTS.MAINTAIN REQUIRED CLEARANCES WITHIN ELEVATOR 11. THE PLUMBING DETAILS SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. ARCHITECTURAL ELEMENTS.CONTRACTOR SHALL IDENTIFY AND ANNOTATE REVISED EQUIPMENT ROOMS. THESE DETAILS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL REQUIREMENTS PER BUILDING TRADE ON THE SHOP DRAWINGS.CONTRACTOR SHALL ALSO GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED OR NOT.IT IS THE IDENTIFY COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSSEDED CHANGES S PER BUILDING 4. COORDINATE CHASE,SLEEVE AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS TRADE. POURED OR BLOCK IS SET. CONTRACTOR'S RESPONSIBIUTY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION AND ENSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING FEES NECESSARY TO CHANGE PERMIT 5. PENETRATIONS OF BELOW GRADE WALLS BY PIPE SHALL BE SEALED WITH THUNDERUNE EQUIPMENT'S USTING AND THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. UNK-SEAL OR APPROVED EQUAL PENETRATION SEAL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12. CONTRACTOR SHALL SUBMIT A BID BASED ON MANUFACTURER VINES LISTED UNLESS"OR E. RECORD DRAWINGS EQUAL"IS INDICATED.SUBSTITUTION REQUESTS WILL BE REVIEWED BY THE ENGINEER,AND 6. PENETRATIONS THROUGH STRUCTURE,STUDS,OR FIRE-RATED WALLS SHALL BE MADE MUST BE SUBMITTED A MINIMUM OF FIVE(5)BUSINESS DAYS PRIOR TO BID DATE CLOSING. 1. CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF DRAWINGS PERTAINING TO THE WORK.ONE OVERSIZED TO PREVENT CONTACT. ACCEPTABILITY OF SUBSTITUTION MALL BE SOLELY DETERMINED BY THE OWNER. (1)SET OF PRINTS SHALL BE KEPT ON SITE AND CHANGES OR DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CAREFULLY NOTED AS CHANGES OR DEVIATIONS ARE MADE. 7, UNDER NO CIRCUMSTANCE IS THE FIRE PROOFING OF THE BUILDING STRUCTURE(WHERE 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE WORK,COPY APPUCABLE)TO BE REMOVED FOR THE INSTALLATION OF HANGERS,SUPPORTS,PIPING,ETC. Z MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE(1)YEAR AFTER OWNER'S THE CHANGES,DEVIATIONS,AND COMPLEMENTARY INFORMATION ON THE OTHER SET OF CLAMPING DEVICES SHALL NOT BE USED WHERE THE STRUCTURE IS FIRE PROOFED.IF FIRE O ACCEPTANCE.DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.ALL PRINTS AND RETURN IT TO THE OWNER.THE COST OF PRINTS AND COSTS INVOLVED IN THE PROOFING IS DAMAGED,IT SHALL BE REPAIRED TO THE SATISFACTION OF THE BUILDING MANUFACTURER'S WARRANTIES FOR EQUIPMENT EXTENDING BEYOND THE GUARANTEE PERIOD PREPARATION OF THESE RECORD DRAWINGS SHALL BE BORNE BY THE CONTRACTOR. OWNER. v/ Q SHALL BE TURNED OVER TO THE OWNER. 8. STRUCTURAL STEEL SUPPORTS,HANGER BRACKETS,ETC.REQUIRED FOR SUPPORT SHALL BE 2. NO APPROVAL FOR FINAL PAYMENT WILL BE GIVEN UNTIL,IN THE JUDGEMENT OF THE FURNISHED AND INSTALLED BY THIS CONTRACTOR.THE WELDS AND EDGES OF BRACKETS 14. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.IF TESTS SHOW THAT WORK IS ENGINEER,COMPLETE AND ACCURATE"AS-BUILT"DRAWINGS HAVE BEEN SUBMITTED. SHALL BE FILED OR GROUND SMOOTH FOR PAINTING.HANGERS SHALL BE STEEL ANGLE IRON, Q DEFECTIVE,CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. STEEL CHANNEL,OR STEEL ROD USED WITH APPROVED CLAMPS,INSERTS,ETC.SUPPORTS, 3. FINAL AS-BUILT DRAWINGS ARE TO BE AT LEAST I/4"=1'-O"SCALE.AS-BUILT DRAWINGS CAN HANGERS,BRACKETS,ETC.,SHALL BE AS APPROVED BY THE ENGINEER.NO PERFORATED Q 15. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF BE GENERATED ON COMPUTER OR BY HAND.IF DRAWINGS ARE HAND GENERATED THEY SHALL STRAP,CHAIN LINK,OR WIRE MAY BE USED.HANGERS SHALL BE GALVANIZED OR PAINTED QUAUTY. BE ON MYLAR.IF THE AS-BUILT DRAWINGS ARE COMPUTER GENERATED,THE CONTRACTOR WITH TWO COATS OF RUSTOLEUM PAINT BEFORE THEIR INSTALLATION. B. EXAMINATION OF BIDDING DOCUMENTS SHALL DELVER AN ELECTRONIC COPY of THE AS-BUILT DOCUMENTATION TO THE OWNER. 9, WHERE PIPES OR CONDUITS PASS THROUGH WALLS,FLOORS,OR CIUNGS IN FINISHED AREAS, oc : F. OPERATING AND MAINTENANCE(0 INSTRUCTIONS THEY SHALL BE FURNISHED WITH ESCUTCHEON PLATES. 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND,NOT LATER THAN SEVEN(7)DAYS PRIOR TO THE DATE OF RECEIPT AND BIDS,SHALL MAKE WRITTEN REQUEST 1. CONTRACTOR SHALL PROVIDE THREE(3)COPIES OF MANUFACTURER'S 08M INSTRUCTIONS FOR 10. PROVIDE CHROME PLATED ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. a TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES,AMBIGUITY, EACH PIECE of EQUIPMENT AND SYSTEM.COPIES SHALL BE COMPILED IN SETS AND PLACED 11. PIPE PENETRATIONS THROUGH SOUND RATED GYPSUM BOARD PARTITIONS SHALL BE SEALED W INCONSISTENCY OR ERROR THEREIN.ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS IN A HARD COVER THREE(3)RING BINDER WITH INDEX PAGE AND INDEX TABS.NNE TAG WITH ACOUSTICAL CAULK OR A RESISTANT ESCUTCHEON. U AN ADDENDUM BY THE ARCHITECT.ONLY A WRITTEN INTERPRETATION OR CORRECTION BY INFORMATION SUCH AS MANUFACTURER,TYPE,SIZE,CAPACITY,SERIAL NUMBER,ETC SHALL ADDENDUM SHALL BE BINDING, H BIDDER SHALL RELY UPON INTERPRETATIONS OR BE INCLUDED AS PART OF THE MANUAL. 12. TRENCHING AND BACKFlLL WORK ASSOCIATED WITH PLUMBING SHALL BE PERFORMED IN Z CORRECTIONS GIVEN BY ANY OTHER METHOD.OWRITTEN DIDISCREPANCIES,AMBIGUITY,,CNT INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL ACCORDANCE WITH DIVISION 2 SPECIFICATIONS.IF DIVISION 2 SPECIFICATIONS,DO NOT EXIST, W INCLUDE IN THE BID,LABOR,MATERIALS AND METHODS of CONSTRUCTION RESULTING IN 2. PROVIDE WRITTEN OPERATING INSTRUCTIONS WITH DIAGRAMS FOR ALL EQUIPMENT AND THE FOLLOWING SHALL BE PERFORMED: Z ACCESSORIES. HIGHER COST.AFTER AWARD OF CONTRACT,NO ALLOWANCE OR EXTRA COMPENSATION WILL 12.1. UNDERGROUND PIPING SHALL BE INSTALLED WITH A MINIMUM OF 24"COVER FROM O REQUESTS AS DESCRIBED ABOVE _ Z BE MADE IN BEHALF OF THE CONTRACTOR DUE TO THE FAILURE TO MAKE THE WRITTEN 3. THE O&M MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. FINISHED GRADE. . 12.2. TRENCHING OF PIPES SHALL BE A MINIMUM OF 6"BELOW THE REQUIRED PIPE GRADE 2. THE COMPANY/CONTRACTOR SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS 4. FURNISH ONE(1)CLEAN COPY OF EACH FULLY CORRECTED AND PROCESSED SHOP DRAWING.RENEW AND DEMONSTRATE THE O&M INSTRUCTIONS ON SITE WITH THE BUILDING OWNER WITH A 6"BED OF SAND PROPERLY COMPACTED TO PROVIDE AN ACCURATE GRADE Q ♦♦W//11 PROMPT DEUVERY.FAILURE TO REQUEST CLARIFICATION OF ANY INADEQUACY,OMISSION OR AND UNIFORM BEARING THROUGHOUT THE LENGTH OF PIPE. vJ CONFUCT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY.THE SIGNING OF THE 5. AFTER THE COMPLETION DEMONSTRATE START TESTING AND BALANCING. 12.3. BACKFlLL OF PIPES SHALL INCLUDE A MINIMUM OF 6"LAYER OF SAND OVER THE TOP Q CONTRACT WILL BE CONSIDERED AS IMPUCITLY DENOTING THAT THE CONTRACTOR HAS A OF THE PIPE(S)PROPERLY COMPACTED. THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS 12.4. BACKFlLL OF PIPES SHALL NOT OCCUR UNTIL WORK HAS BEEN INSPECTED,TESTED U_ w AND SPECIFICATIONS. PART 2 - PRODUCTS AND APPROVED. U �L LRR C. EXISTING CONDITIONS A. GENERAL 13. WATER PROOFING AND FLASHING OF PIPE PENETRATIONS THROUGH EXTERIOR WALL AND ROOF W � V SHALL BE BY THE CONTRACTOR.CONTRACTOR SHALL COORDINATE LOCATIONS AND METHODS 1. THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE.CONTRACTORS,BY 1. PROVIDE EQUIPMENT AS SPECIFIED AND/OR SCHEDULED AND IN ACCORDANCE WITH WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION OF ROOF DECK. SUBMITTING A BID ARE DEEMED TO BE COMPLETELY FAMIUN WITH THE EXISTING CONDITIONS MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS EQUIPMENT SHALL OPERATE ``^^ OF THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED.NO CLAIMS FOR EXTRA ACCORDING TO THE MANUFACTURER'S"OWNER'S OPERATING AND MAINTENANCE MANUAL" 14. VENTS TERMINATED ABOVE ROOF SHALL BE 10 FOOT MINIMUM FROM OUTSIDE AIR INTAKES OR VJ COMPENSATION WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY TROUBLE-FREE PRIOR TO STARTING TEST AND BALANCE(TAB)WORK. BUILDING OPENINGS. INFERABLE FROM A CAREFUL EXAMINATION OF THE EXISTING BUILDING CONDITIONS. �R B. PIPING AND FITTINGS 21. PLUMBING EQUIPMENT SHALL BE SECURED AND INSTALLED PER MANUFACTURER'S \.J 2. CONTRACTOR SHALL INSPECT THE EXISTING HELD CONDITIONS AT THE SITE AND THE RECOMMENDATIONS AND APPUCABLE SECTIONS OF THE STATE'S BUILDING CODE AND STATE'S Z CONTRACT DOCUMENTS PRIOR TO THE START OF ANY WORK O DETERMINE ALL EFFECT THE 1. SOIL,WASTE,AND VENT PIPING SHALL BENO-HUB,CAST IRON.INSTALLATION SHALL BE IN PLUMBING CODE. Cityof Arlington EXISTING CONDITIONS WILL HAVE T THE WORK POTENTIAL CONTRACTOR SHALL REPORT g DISCREPANCIES TO THE ARCHITECT AND INCLUDE IN THE BID ALL COSTS REQUIRED TO MAKE ACCORDANCE MATH MANUFACTURER'S RECOMMENDATIONS.SOILAND WASTE PIPING SHALL BE CONTRACTOR SHALL PROVIDE HOUSEKEEPING PADS,FOUNDATIONS,HANGERS,AND SUPPORTS Building Department Im THE WORK MEET EXISTING CONDITIONS. SLOPED 1/4"PER FOOT UNLESS NOTED OTHERWISE ON DRAWINGS. 2Y.WALL CLEANOUTS FOR FOR EQUIPMENT SUPPLIED OR INSTALLED UNDER THEIR WORK. g p WASTE PIPING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE NTH APPLICABLE APPROVED 3. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS POSSIBLE IN SUCH A MANNER AS NOT TO SECTIONS OF THE APPLICABLE PLUMBING CODE.SOIL,WASTE,VENT AND STORM DRAIN PIPING 23. COORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING ,.I C D CAUSE INTERFERENCE OR INTERRUPTION TO THE BUSINESS OF THE OWNER.SUBMIT SCHEDULE SHALL BE TESTED WITH WATER UNDER PRESSURE EQUIVALENT TO THE HIGHEST POINT PLUS EQUIPMENT PADS. Kevin Olander- 1 2/18/2025 FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL NOT OBSTRUCT ENTRANCES OR AN ADDITIONAL 10'-0"OF WC MINIMUM.THE SYSTEM OR PORTION THEREOF SHALL BE UNDER J PASSAGES ON THE OWNER'S PREMISES PRESSURE FOR A MINIMUM OF 15 MINUTES BEFORE INSPECTION.PVC/ABS PIPING MAY BE 24. PLUMBING EQUIPMENT SHALL BE IDENTIFIED WITH BAKEUTE NAMEPLATES.COLOR CODING OF No changes authorized unless approved by a 4. TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE SUBJECT TO USED UNDERGROUND BASED ON SOIL CONDITIONS. NAMEPLATES AND IDENTIFICATION INFORMATION SHALL BE COORDINATED WITH THE OWNER. REVIEW AND APPROVAL OF THE OWNER AND MAY BE LIMITED TO RESTRICTED TIMES the Building Official SHEET NUMBER: 25. EQUIPMENT START-UP SHALL BE BY MANUFACTURER'S AUTHORIZED REPRESENTATIVE. SCALE:NA JOB NUMBER: #24-0001319 N O NOTES om w I Z < EXISTING MONITORING MANHOLE. SHOWN FOR o k REFERENCE ONLY. LOCATION PER EXISTING m m CIVIL AS-BUILTS. > w ;� w mY W m Z K ❑ K F U F y QW 4 U m Z Z Z m> Z Z Qy Q Q o d K ❑ N V 5 I FRE ER I , I 150 � �NT RM. Cooler 1 Cooler 2 E C IIJLER R M. 151 152 133 Technology Irvi Dr.61#200 Wine,CA 92618 LA T,949 419 3030 www.NV5.com 3GR -----—2.5"V— FFE=126.00'ASL,III IE E LOPEI@ 1000(E) GO @ 2%SLOPE CO(E) CO BOF @-1.50'1 E=12%.36S"L AOSPL IE_-248 —4 E 4"GR E 6' E , 4_R6 IS 'oci��a m i a-0e s'Q�ONAL�O II II N� TRENCH DRAIN E N H DRAIN 01 I II I� � II II II III II I� II II II II ;_, III II II II J II II Z 71 F7 F7 F7W COOKING W IIII IF7 F7 F7 F7 Z Z Q Z II IIFIFE-51 E- J co II II cc J LU o Q U II a II I m J City of Arlington a Building Department SHEET NUMBER: APPROVED® Kevin Olander- 12/18/2025 P ® No changes authorized unless approved by SCALE:1/8" = 1'-0" the Building Official JOB NUMBER: #24-0001319 N O I o m w I � r� 0 ¢ FRE ER m mY W N Z d' 150 YY w 1 i a Wa' a \ � U 3 EFD m Z Z z Cooler 1 Cooler 2 I ILER M. m' NT RM. 1 Zz 0 0 151 152 Z LL h' 3"GR 2.5'V--� SE N V 5 /Q/� �---- --- I 14 J L IE_-4.49' ?/ 6 FFE=126.00'ASL I 133 Technology Dr.k200 Irvine,CA 92618 4 4 4 IE_-4.63'O ——_ IE_-5.50' .NV5.com T.�949-4193030 (TYP) (TYP) ( ) I IE=120.36'ASL CO(E) @ 2%SLOPE— CO(E) CO 4"GR(E) 4"GR(E) —6"SS(E) % O E BO @@1.50' — �� @ 1%SLOPE IE_-2.48' I y (TAP) (TV) ( ) 2 i C IIII II I N zaz TRENCH DRAIN E =T ENCH DRAIN E _ — E) I I °NAL�° II II oR ITT II II II � II —. III II °° s 9 II II II 8 c° D PLUMBING PLAN 1 J Z O NOTICE NOTES (n o 1. NO EMERGENCY BY—PASS WILL BE ALLOWED FROM ( VENT THROUGH ROOF. ® NEW GREASE INTERCEPTOR REFER TO 0 EITHER THE SOLIDS OR GREASE INTERCEPTOR. SCHEDULES AND DETAIL 4/P6.0. GASKETED Q OWNERSHIP TO WORK WITH LOCAL MAINTENANCE Q2 KEEP PIPE IN OPERATION UNTIL A CUTOVER LID, SEDIMENT BUCKET. PROVIDE WITH H-20 COMPANY TO DEFINE A SCHEDULE PER CLIENT DATE ACCEPTABLE TO OWNER. POINTS OF TRAFFIC RATED LID. NEW INTERCEPTOR ON USAGE. IN THE EVENT OF EMERGENCY CONNECTION TO BE 45'ELBOWS NOT WYES. EXISTING LANDSCAPE AREA. SOIL TO BE w Q OVERFLOW/SPILL EVENT OWNERSHIP TO HAVE COMPACTED AND PREPPED FOR INTERCEPTOR CLEANUP AND REMEDIATION IN AFFECT TO PROTECT (3 BOILER ROOM DRAIN. FIELD VERIFY LOCATION AS REQUIRED. SEE CIVIL DRAWINGS FOR a STORMWATER CONTAMINATION. AND DEPTH PRIOR TO ALLOW RE—ROUTE OF SPECIFICS. INVERTS SHOWN ARE PER CIVIL W SEWER PIPE TO EXISTING 6" MAIN SEWER DRAWINGS. VERIFY LOCATION AND INVERTS 2. PLUMBING PIPES RUNNING ALONG WALL. WALL DRAIN. PRIOR TO INSTALLATION. FINAL LOCATION TO Z Z Im BRACKETS PER MSS SP-58-2018. (I) OWNER COORDINATED AS NEEDED. OWNER PROVIDED 1/8" SCREEN FILTERS AT Q � � TERMINATION POINT OF TRENCH DRAINS. 11 NEW SAMPLE PORT REFER TO SCHEDULES AND J Z DETAIL 4/P6.0. PROVIDE WITH H-20 TRAFFIC IZ _ ( NEW PUMP AND PIT REFER TO SCHEDULES RATED LID. AND DETAIL 1/P6.1. PROVIDE BODY WITH W EXTENSIONS TO LEAVE LID FLUSH TO FINISHED 1Q CONCRETE PAD AND SUPPORT. SEE Z (1)FLOOR, GASKETED LID. PROVIDE WITH H-20 STRUCTURAL. Q TRAFFIC RATED LID. m w 1Q VERIFY EXISTING P—TRAPS AND VENTS. C J © PUMPED GREASE WASTE U T 1 ABOVE FINISHED FLOOR AS COORDI WITH F TE VFD AND CONTROLS PANEL ON OWNER. BY WALL. COORDINATE EXACT LOCATION J FACILITIES. OWNER TO PROVIDE IL C 07 (3) VENTS TO COMMON VENT THROUGH ROOF. RDS AS NEEDED TO PROTECT PANEL. G E ELECTRICAL IN CONDUIT TO ® GREASE WASTE DOWN AND THROUGH EXTERIORCONNECT PUMP TO CONTROLS PANEL. W T WALL TO MEET INVERT AT GREASE y INTERCEPTOR LOCATED OUTSIDE. ROLLER FOR HEAT TRACING. ELECTRICAL 0 WNER. BAS ALARM FOR FUTURE. ( NEW SOLIDS INTERCEPTOR REFER TO Q SCHEDULES AND DETAIL 4/P6.0. GASKETED J LID, SEDIMENT BUCKET. PROVIDE WITH H-20 City of Arlington TRAFFIC RATED LID. NEW INTERCEPTOR ON Z Building Department EXISTING LANDSCAPE AREA. SOIL TO BE W COMPACTED AND PREPPED FOR INTERCEPTOR AS REQUIRED. SEE CIVIL DRAWINGS FOR SHEET NUMBER: APPROVED Kevin Olander- 12/18/2025 SPECIFICS. INVERTS SHOWN ARE PER CIVIL DRAWINGS. VERIFY LOCATION AND INVERTS No changes authorized unless approved by PRIOR TO INSTALLATION. FINAL LOCATION TO the Building Official BE COORDINATED AS NEEDED.. SCALE:3/16" = V-0" JOB NUMBER: #24-0001319 N O EJECTOR PUMP SCHEDULE SOLIDS INTERCEPTOR SCHEDULE N u Z MAXIMUM SOLIDS ¢o O FLOW TDH NUMBER ELECTRICAL OPERATING SIZE MANHOLE ITEM LOCATION SERVICE MANUFACTURER TYPE (GPM) (FT) OF OPERATING NOTES ITEM LOCATION SERVICE MANUFACTURER MODEL TYPE HOLDING WEIGHT MODEL NUMBER WEIGHT NUMBER CAPACITY (LxWxH) SIZE NOTES s w w(EACH) (EACH) PUMPS V/PH HP AMPS (LBS) (GAL) (LBS) (IN) (IN) to pT, W 0Z K 0 - K F O F OUTSIDE GREASE ROCKFORD SEPARATORS Y Y g g INDOOR BELOW WEDA SI-1 STAINLESS STEEL 100 560 13.25x34x32 22 1, 2, 3, 4 SE-1 FLOOR GREASE WASTE S08 SUBMERSIBLE 50 27 1 208/3 1 5.1 70 1, 2, 3, 4, 5 ABOVE GRADE WASTE RPS-100 v d. a t m z z z 1. PROVIDE INTERCEPTOR WITH STEEL ENCASED COMPOSITE LID FOR WATER AND GAS TIGHT SEAL. m 4. PROVIDE WITH H-20 RATED COVER WITH VAPOR—TIGHT SEALS 2• INTERCEPTOR SHALL BE CONSTRUCTED FOR H-20 TRAFFIC LOADING FOR FUTURE BURIAL POTENTIAL AT OWNER OPTION. 1. PROVIDE FOR INSTALLATION WITHIN 3'-0"4 x 8'-0" DEEP CONCRETE BASIN. z o s $ a SIZED WITH HINGED HATCH TO MATCH MANUFACTURER'S 3. INTERCEPTOR DESIGN SHALL BE FOR ABOVE GROUND USE. LAND TO BE COMPACTED AND PREPPED FOR UNIT. 2. PROVIDE FIELD INSTALLED GUIDE RAILS TO SUPPORT 150% OF THE ENTIRE REQUIREMENTS. COORDINATE OPENING SIZE AND LOCATIONS IN PUMP/MOTOR ASSEMBLY, STAINLESS STEEL DISCHARGE PIPING, FLOAT BRACKET CONCRETE BASIN FOR HATCH, PIPING, WIRING, ETC. AND STAINLESS STEEL LIFTING CHAINS WITH SHACKLES. 5. PROVIDE SPARE PUMP. 3. PROVIDE WITH REMOTE CONTROL PANEL COMPLETE WITH CIRCUIT BREAKERS, MOTOR STARTER, HIGH WATER ALARM WITH INDICATING LIGHT, TIME METER, ULTRASONIC LEVEL CONTROL WITH CONTROL FLOATS AND EMCS INTERFACE FOR N V 5 HIGH WATER ALARM. GREASE INTERCEPTOR SCHEDULE 133 Technology Dr.#200 GREASE OPERATING MANHOLE SAMPLE PORT Imine,CA92618 MANUFACTURER MODEL HOLDING SIZE (LxWxH) T.949419s030 ITEM LOCATION SERVICE WEIGHT SIZE NOTES www.NV5.com NUMBER TYPE CAPACITY t (LBS) (IN) (IN) MANUFACTURER SIZE (LXWXH) INLET OUTLET MATERIALS SCHEDULE (GAL) MODEL NUMBER IN (IN) (IN) GI-1 OUTSIDE GREASE ROCKFORD SEPARATORS STAINLESS 150 2000 55.25x33.25x40 22 MIFAB 8,75x11.5x10.25 3 3 1, 2, 3, 4, 5 ABOVE GRADE WASTE RP-150 STEEL LIL—SP SERVICE77777 MATERIALS SOIL, WASTE AND SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS BELOW GRADE. - VENT 1. PROVIDE INTERCEPTOR AND SAMPLE PORT WITH STEEL ENCASED COMPOSITE LID FOR WATER 4. INTERCEPTOR AND SAMPLE BOX DESIGN SHALL BE FOR ABOVE GROUND USE. LAND TO BE -0 SCHEDULE 40 PVC WHERE TEMPERATURES DO NOT EXCEED 140V WITH AND GAS TIGHT SEAL. COMPACTED AND PREPPED FOR UNIT. It 46o7g a a� GREASE WASTE SOLVENT WELD FITTINGS BELOW GRADE. °�R"OI&lsaegGt` 2. INTERCEPTOR AND SAMPLE BOX SHALL BE CONSTRUCTED FOR H-20 TRAFFIC LOADING FOR 5. PROVIDE INTERCEPTOR AND SAMPLE BOX WITH PEACE MAKER BRAND ODOR CONTROL BASKET QAONAL� PUMPED WASTE STAINLESS STEEL WITH OWVIC GRADAULIC COUPLINGS ABOVE GRADE, SCHEDULE 40 FUTURE BURIAL POTENTIAL AT OWNER OPTION. SIZED TO FIT MANHOLE COVER, WITH PERSNICKETY OX PELLETS FOR EACH MANHOLE. SYNECO PVC WELD FITTINGS BELOW GRADE. ( SYSTEMS INC. OR APPROVED EQUAL) t ROCKFORD SEPARATORS MODEL NO.RPS-100 ROCKFORD SEPARATORS MODEL NO.RP-150-SPC _ ROCKFORD SEPARATORS MODEL NO.SB-2424XtOSPC 515928th Ave ROCKFORD,IL 61109 SOLIDSINTERCEPTOR 515928th Ave ROCKFORD,IL 61109 GREASEINTERCEPTOR 515928th Ave ROCKFORD,IL 61109 SAMPLE BOX (815)229-5077-FAX(815)229-5108 (815)229-5077-FAX(815)229-5108 (815)229-5077-FAX(815)229-51 GO viww.rkfdsepamtom.com-rssemQrkfdseparalom.eom DRAWN BY R.P.P. www.rkPoseparators.com-msem@rkfd�paratom.com DRAWN BY R.P.P. —rkfdseparators.com-msem®rkfdsepamtom.eom DRAWN BY R.P.P. ` QUOTE#:250030 DATE!01/29/25 JOB NAME:Himalayan Pat Supply QUOTEM 250030 DATE:01/29/25 JOB NAME:Himalayan Pet Supply QUOTE#:250030 DATE:01/29/25 JOB NAME:Illmalayan Pet Supply T OPTIONAL FEATURES(ADDITIONAL COSTI OPTIONAL FEATURES(ADDITIONAL COST) OPTIONAL FEATURES(ADDITIONAL COST) ANCHOR FLANGE FLANGE CLAMP DEVICE ANCHOR FLANGE FLANGE CLAMP DEVICE ANCHOR FLANGE FLANGE CLAMP DEVICE EPDXY COATING EPDXY COATING RECESSED LIFT HANDLES PER COVER STAINLESS STEEL CONSTRUCTION STAINLESS STEEL CONSTRUCTION EPDXY COATING 0 HEAVY TRAFFIC H2O REINFORCED CONSTRUCTION O INMORAL F-ENSION_INCHES LIGHT TRAFFIC REINFORCED COVERS INTEGRAL EXTENSION O INCHES IN LET&OUTLET SIZE 3M" INCHES HEAVY TRAFFIC H2O REINFORCED COVERS �INLET&OUTLET SIZE 300„ INCHES OALUMINUM COVER ONON-CORROSIVE STAINLESS STEEL CONSTRUCTION ALUMINUM COVER THREADED CONNECTIONS INTEGRAL EXTENSION INCHES THREADED CONNECTIONS HEAVY TRAFFIC H2O RATED CONSTRUCTION INLET&OUTLETSIZE aFXF INCHES Z HEAVY TRAFFIC H2O RATED CONSTRUCTION INLET OUTLET NLESS STEEL L INLET UTLET T —-—-—- - ------- NO HUB CONNECTIONS STRUCTION SOLIDS GREASE SAMPLE 1663 SOLIDS GREASE SAMPLE SOLIDS GREASE SAMPLE O _ I »01 O FLO FLO FLO 11Q IIL � � I�16.00�I I�34.00 5.2 36.00' I W 02.Ov�t � �t r 3.00 aaa ,000 _ a ,000 ,000 3.00 T —za.00 -{ �2a.00 -� W u I _ Illi 1 I u u I I II OUTLET I - ouTLEr 3.p0 r 15.fi S.fi , 1000 36 00 16.6 16.6 q0 0o I '0 I 4 00 26 00 be==e= 1 2600 I 30 00 30 00 1]00 k88ou°8 eoa. I I I h oeo888So8B000�1 I W 1 ooaooa00000>oo� I — J O LU 0000v000eveee� I I I I T I 2 -I I I _ Q INLET OUTLET I I INLET ouOUTLETr 1.21 21.2 ^ —I INLET 132- OUTLET 3125� 9.2 33.21 Q W SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS Rockford Model RPS-100-SS-AFC-H20 all welded 10 gauge stainless steel solids interceptor,for on the floor orflush with the floor installation,100 Rockford Model RP-150-SS-AFC-H20 all welded stainless steel interceptor,with 196 gallon static holding capacity,150 g.p.m.intermittent flow, Rockford Model SB-2424X10-SS-AF-C-NH-X3-H20 all welded stainless steel sample box,3.00"no-hub Inlet&outlet connections,removable -plate g.p.m.intermittent flow,3.00"no hub inlet and outlet connections,removable 3/16"nonskid diamond tmad cover for on the floor or flush with 300Ina.grease/sludge capacity,4.00"no-hub inlet and outlet connections and flow Control device,removable 3116"nonskid diamond tread plate 3/16"nonskid diamond trad-plate cover for flush in floor installation suitable for heavy secured with stainless flat head screws,heavy //� floor installation suitable for heavy traffic,secured with stainless steel flat head screws,heavy duty leak-proof gasket.With added options:4.00" ver for on the floor or flush with floor installation suitable for heavy traffic,secured with stainless steel flat head screws,heavy duty leak-proof duty leak-proof gasket,OPEX Shop Coat coating inside and bituminous coating outside.With added options:3.00"no-hub inlet/outlet,stainless co 5L integral extension,3.00"no-hub inlet/outlet,stainless steel construction,anchor flange with clamp device,and heavy traffic H20 rated construction. gasket.With added options:3.00"no-hub inleVoutlet,Stainless steel construction,anchor flange with clamp device,and heavy traffic H2O rated steel construction,anchor flange with clamp device,and reinforced for heavy traffic H2O rated construction. _ Construction. T Z_ Z Optional features(Additional cost)listed above Optional features(Additional cast)listed above Optional features(Additional cost)listed above W Approved By Company Date Approved By Company Date Approved By Company Date G D J City of Arlington a Building Department SHEET NUMBER: APPROVED P 7 Kevin Olander- 12/18/2025 No changes authorized unless approved by SCALE:NA the Building Official JOB NUMBER: #24-0001319 N O I PROVIDE FLANGED HOUSINGS WITH HEAVY DUTY HOUSING IS COMPLETELY FREE o PROVIDE FLANGED HOUSINGS WITH HEAVY DUTY FOR WALL CONSTRUCTION MAY EXTEND AS WASTE OR CAST IRON COVERS WHEN USED IN OUTDOOR OF PIPING SO THAT NO LOADING CAST IRON COVERS WHEN USED IN OUTDOOR z VENT PIPING HOUSING IS COMPLETELY FREE ¢o 0 REFER TO ARCHITECTURAL AND HEAVY TRAFFIC APPLICATIONS IS TRANSMITTED TO THE PIPE AND HEAVY TRAFFIC APPLICATIONS ° — k OF PIPING SO THAT NO LOADING DRAWINGS IS TRANSMITTED TO THE PIPE — 12- ADJUSTABLE HOUSING > > w = w PROVIDE CAST BRONZE 1/2 TO ENSURE TRUE FLOOR o o FINISH GRADE LEVEL INSTALLATION Y Y TAPER THREAD PLUG WITH 12- w w w w STAINLESS STEEL ROUND 1/2- v a z a PROVIDE SANITARY TAP TEE COVER AND SCREW a�. a�. FINISH FLOOR FINISH GRADE OR TEST TEE WITH TAP ON '• a '• a ° n TOP AS REQUIRED OR /\/\ ° a° '. 6 Y n m z z z CONTRACTOR MAY CHOSE TO - 4. a °> m> PROVIDE MANUFACTURED \.OVA zz w N CLEANOUT TEE WITH �A% \ GAS/WATER COUNTERSUNK PLUG REFER TO SPECIFICATIONS FOR TIGHT PLUG PROVIDE MINIMUMVA/A�/A' ' ° EXACT PIPING MATERIALS AND 12" DIAMETER GAS/WATER VA/VA//VA//�� V//\ V�/V�/ CONCRETE RING TIGHT PLUG COUPLING TYPE (TYP) (TYP) ANCHOR/FLASHING FLANGE PROVIDE MINIMUM FINISH FLOOR (WHERE APPROPRIATE) 12" DIAMETER �. CAST—IN—PLACE CONCRETE RING SECURED COVER ° FOR CLEAN OUT N V 5 REFER TO SPECIFICATIONS CAST—IN—PLACE " 'a.' a' ' 'a: ONE WAY ACCESS (TYP) FOR EXACT DRAINAGE PIPE SECURED COVER �CLEANOUT MATERIALS AND COUPLING TYPE (T) FOR CLEAN OUT 133Trenenolo Dr.#200 REFER TO SPECIFICATIONS ACCESS COMBINATION WYE AND FOR EXACT DRAINAGE PIPE T.sasNv5.soomo 1/8 BEND IF CLEANOUT MATERIALS AND COUPLING COMBINATION LE AND w w PROVIDE 1/4 BEND LONG SWEEP TYPE (�) 1/8 BEND IF CLEANOUT (90' EXTRA LONG ELBOW) FITTING IF OCCURS MIDSTREAM OCCURS MIDSTREAM CLEANOUT OCCURS AT END OF LINE PROVIDE TWO COMBINATION WYE AND 1/8 BEND FITTINGS DIRECTED TOWARD ONE ANOTHER IN ORDER TO ENSURE ALL PORTIONS OF + PIPING MAY BE ACCESSED. CONTRACTOR MAY ALSO CHOOSE TO PROVIDE MANUFACTURED TWO—WAY CLEAN OUT FITTING IN LIEU OF 1/4 BEND LONG SWEEP (90'EXTRA LONG ELBOW) PIPING ARRANGEMENT SHOWN FITTING IF CLEAN OUT OCCURS AT END OF LINE 4W8 s'Q�ONAL�O WALL CLEANOUT (NO HUB) 3 TWO-WAY CLEANOUT (NO HUB) 2 FLOOR/GRADE CLEANOUT (NO HUB) 1 NO SCALE P6.0 NO SCALE P6.0 NO SCALE P6.0 J SEAL SLEEVE WITH TIGHTLY FINISHED WALL SURFACE PACKED OAKUM AND SEAL WITH WATER PROOF Z TERMINATE SLEEVE FLUSH 0 CENTER PIPE IN SLEEVE WITH FINISHED WALL v J'^ Q SURFACES Q 1 � W o COAT EXTERIOR SURFACES a WITH TAR COMPOUND W STANDARD WEIGHT STEEL Q PIPE POURED IN PLACE Z or W Q Z Z EXTERIOR WALLS W a J J o a Q 0 PIPE SLEEVES THROUGH WALL 4 F- NO SCALE P6.0 Q T� Z_ y in City of Arlington Building Department J APPROVED a Kevin Olander- 12/18/2025 SHEET NUMBER: No changes authorized unless approved by the Building Official vh SCALE:NA JOB NUMBER: #24-0001319 N O NOTICE: o u t w Z 1. OPERATING CAPACITY. REFER TO SCHEDULES. 2. DESIGN LOAD: H-20 TRAFFIC RATED - ' VVVVVVWVVVVVVVW }� W W # W V1 Z K 3. STEEL ENCASED COMPOSITE LID FOR WATER Y Y AND GAS TIGHT SEAL. a z a x U 4. BEDDING NOTE: SUITABLE SUB-BASE BEDDED =UE] t WNI� I SL BIj��RED E UC AL DR IN S. Vl� m� m VVVVV�AA/VVVV�M/V ,�0y W N d 5. FOR COMPLETE DESIGN AND PRODUCT O� o INFORMATION CONTACT ROCKFORD SEPARATORS t 6. PROVIDE OWENS CORNING FOAMULAR XPS RIGID INSULATION TO COVER COMPLETELY INTERCEPTORS AND SAMPLE PORT. 6" CONCRETE PAD 7, PROVIDE STAINLESS STEEL EXTERIOR CLADDING TO INTERCEPTORS AND SAMPLE PORT OVER INSULATION. N V 5 8. PROVIDE OWENS CORNING INSULATION WRAP 133 Technology Dr.#200 Irvine,CA 92618 SOLIDS INSULATION WITH CLADDING WITH ALUMINUM JACKETING OVER PIPING. INTERCEPTOR (TYP) T'www NV5.co0m0 9. PROVIDE HEAT TRACING FOR INTERCEPTORS, SAMPLE PORT, AND PIPING. INCLUDING ALL SIDES, TOP, AND BOTTOM. PROVIDE (4) CABLE SETS OF nVENT RAYCHEM XL-TRACE SELF REGULATING HEATING CABLE 8XLE1-CT 120V 4 Kis icy 8W/FT. SEGMENT OPERATING LOAD OF 1.06KW. °r PROVIDE ALL NECESSARY ACCESSORIES FOR _ °z GREASE INTERCEPTOR COMPLETE INSTALLATION. 46078 a-0 SAMPLE PORT s4j°NAL�G HEAT TRACING CABLE (WRAP GREASE INTERCEPTOR SIX TIMES) SOLIDS INTERCEPTOR TO GREASE INTERCEPTOR THROUGH SAMPLE PORT OJNO SCALE 1 O_ Z O rn� v/ Q 1 � nW o 1..� a LU U ZOC w Q Z W r� Q J � � o W C ao TZ Z T City of Arlington Im Building Department APPROVED D Kevin Olander- 12/18/2025 J No changes authorized unless approved by a the Building Official SHEET NUMBER: P SCALE:NA JOB NUMBER: #24-0001319 N O I O N 1 1 w I Z EQUIVALENT PIPE LENGTH PUMP LOGIC NOTES G co CONTROLLER REQUIREMENTS: > w w DIAMETER OF FITTING 45'BEND 90'BEND GATE VALVE BACKWATER VALVE 120V/1 0 F o of (INCHES) (FEET) (FEET) (FEET) (FEET) - PUMP HOA SWITCH x Y BI PRE-CAST CONCRETE - WET WELL FLOATS FOR PUMP START / PUMP STOP / = w w o. w 2" 4' 1 7' 1.3' 11' HIGH LEVEL ALARM WITH AUDIBLE/VISUAL ALARM I MM 1 - PUMP ON/OFF AND FAULT INDICATION B q VALVE BOX: - DRY CONTACTS FOR PUMP FAULT AND HIGH LEVEL m Z Z Z CAST IRON ASTM A48 CLASS 30B ALARM FOR FUTURE CONTROLS INTEGRATION. m CALCULATION OF EQUIVALENT LENGTH PIPE MATERIAL- STAINLESS STEEL BI BO M STAR PIPE PRODUCTS VB-0028 - ELECTRICAL CONTRACTOR MUST PROVIDE A REDUNDANT Z z F (5) 90'ELBOWS 35 FT PUMP: PUMP 14"W x 17"L x 24"DEEP CONDUIT SEAL BETWEEN THE JUNCTION BOX AND CONTROL o (3) 45'ELBOWS 12 FT 27 FT®50 GPM, CONTROLLER PANEL. (1) BACKWATER VALVE 11 FT 1 HP, 3 PHASE 60HZ, 208V FUNCTIONS: INSTALL GATE VALVES (1) GATE VALVE 1.3 FT AND BOXES OUTSIDE DEVELOPED PIPE LENGTH LOW: PUMP STOP LIFT STATION ONADJACENTSUPPOTED WALL HORIZONTAL 21 FT HIGH: PUMP START VERTICAL 23 FT ALARM: AUDIO/VISUAL/BAS CONTACTS W = 3 FT', O TOTAL EQUIVALENT LENGTH 103.3 FT ----------HOA SWITCH 2"Rw 2°Rw N V 5 0 2.5"V 133 Technology Dr.#200 3"GR Irvine,CA 92618 T.949 419-3030 TOTAL GPM: 100 FU = 50 GPM www.NV5.com AT .NV5.com C = HAZEN-WILLIAMS "C" FACTOR = FOR STAINLESS = 150 1/4" PER FOOT hn = 10.51 Q(1.85) L - (10.51) (50) (1.8 5 )(103.3)= 4.9 FT 0-85) d(4.87) (1501.85) (2)4.87 A xis ,t cy htct= 23 FT + 3.8 FT = 26.8 FT SAY 27 FT. L = 3 FT °r 4W8 SIZING OF BASIN (3' x 3' x 8'H) PUMP LEVEL CONTROLLER PANEL WITH VFD. ass'°NAL0 LOCATED 48"AFF ON NEARBY WALL. USABLE VOLUME (V) = L x W x H = 3' x 3' x (8'-4.63') = 30.33 FT' CONDUIT SEAL = 226.8 GAL (3 REQUIRED) POWER CORD STAINLESS STEEL FLOAT (TYP) MIN. CYCLING TIME OF 6 MINUTES (10 START UPS PER HOUR). THE CYCLING TIME IS THE TIME BRACKET WITH STRAIN RELIEF BOLT DOWN H-20 TRAFFIC BETWEEN TWO CONSECUTIVE PUMP START-UPS: CONNECTORS RATED COVER CYCLING TIME = TIME TO EMPTY THE BASIN + TIME TO FILL THE BASIN HIGH WATER LEVEL INDICATOR H = 23 FT FOR LOCAL AUDIBLE/VISIBLE SEAL PENETRATION TANK STOP LEVEL = 0% ALARM ON WALL, DRY CONTRACT WATER TIGHT WITH TANK START LEVEL = 60% INTEGRATION.RE AUTOMATION GASKETED LIDS PUMPED DRAIN AT FOR VALVE BOX VENT j ELEV 126.00 TANK USED VOLUME = 226.8 GAL IF THE SUMP USABLE VOLUME IS 226.8 GAL, THEN THE TIME IT TAKES TO EMPTY THE BASIN IS: \/ 1 Z 226.8 GAL x 0.6 DRAIN 2" STAINLESS. O = 2.7 MIN 50 GAL/MIN �% STAINLESS STEEL !^ Q AND THE TIME IT TAKES TO FILL THE BASIN IS: LIFTING CHAIN WITH \/, 226.8 GAL SHACKLES Q 50 GAL/MIN = 4.5 MIN Q THUS, THE CYCLING TIME IS: O (2.7 + 4.5) MIN = 7.2 MIN THEREFORE, SINCE THE CYCLING TIME IS MORE THAN 6 MINUTES, AS USABLE SUMP VOLUME a OF 226.8 GAL IS ADEQUATE. HI MINIMUM FROM-4,." I1J HIGH WATER LEVEL (� Z W INV ELEV. 121.37 CONFIRM ONSITE PE INLET SS STEEL PUMP CURVE SEAL PENETRATION — UPPE R EPUMP BRACKET Z WATER TIGHT W WEDA$08N ELEV 120.37 STAINLESS STEEL QUICK 171� PUMP ON DISCONNECT. City Of Arlington Q Building Department J Ww 16 STAINLESS STEEL BALL 60 iWEDA508Niph60hz CONTROL FLOATS CHECK VALVE APPROVED Q 4 2" STAINLESS DISCHARGE PIPE Kevin Olander- 12/18/2025 F- Q 12 40 0 304 STAINLESS STEEL No changes authorized unless approved by Q C 30 GUIDERAILS the Building Official G a 6 zo - STAINLESS STEEL 4 / LOWER PUMP BRACKET Z ,o ELEV 118.00 �' m 2 PUMP OFF \j CONCRETE PIT: PRECAST CONCRETE 1 0 ,0 20 30 0_LL 60 60 20 (9Pm) \\� �\��\�� —0 X — X — D so ,ao s5o zoo zso 3oo(umin)Fl INSTALL BASIN J ow ON BASE PAD a SHEET NUMBER: GRINDER PUMP EJECTOR NONE P6.2 P6 . 2 SCALE:NA JOB NUMBER: #24-0001319 Himalayan Pet Supply Permit Resubmittal Dated March 28, 2025 Structural Calculation Package for Concrete Equipment Pad NV5 Project Number:24-0001319 Location:20015 67th Ave NE,Arlington,Washington 98223 Engineer:Chris Keelor, PE(WA) Company: NV5 Inc Himalayan Pet Supply Structural Calculation Package Table of Contents Signed by: Section 1 Design Criteria pgs 1-9 4 N Section 2 Equipment Anchorage pgs 10-28 B2 (rj&,w AS 1y14, Section 3 Equipment Pad pgs 29-42 24013666 4� SS NSA- MARCH 28,2025 Section 1 Design Criteria ASCE ASCE Hazards Report AMERICAN SOCIETY OF CML ENGINEERS Address: Standard: ASCE/SE17-16 Latitude: 48.176533 20015 67th Ave NE Risk Category: II Longitude: -122.134788 Arlington, Washington Soil Class: D - Default(see Elevation: 126.37927242012086 ft 98223 Section 11.4.3) (NAVD 88) Fl. � C 5 z HE W eingbn Z p' ku. J 201st 5t NE St NE I 197111 Sr r; 7 - - -- as c Gnnn F.11e- r� P v NF Mnr;s,dle 21. Arlington `n m Terrace Z `e 191st PI NE Wind Results: Wind Speed 98 Vmph 10-year MRI 68 Vmph 25-year MRI 74 Vmph 50-year MRI 79 Vmph 100-year MRI 84 Vmph Data Source: ASCE/SEI 7-16, Fig. 26.5-1 B and Figs. CC.2-1—CC.2-4, and Section 26.5.2 Date Accessed: Fri Mar 28 2025 Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear interpolation between contours. Wind speeds are interpolated in accordance with the 7-16 Standard. Wind speeds correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability = 0.00143, MRI = 700 years). Site is not in a hurricane-prone region as defined in ASCE/SEI 7-16 Section 26.2. https://ascehazardtool.org/ Page 1 of 4 Fri Mar 28 2025 2 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Seismic Site Soil Class: D - Default (see Section 11.4.3) Results: Ss : 1.042 Sol N/A S, 0.372 TL 6 Fa 1.2 PGA : 0.442 FV N/A PGA M : 0.531 SMs 1.25 FPGA 1.2 SM, N/A le 1 SIDS 0.833 C 1.308 Ground motion hazard analysis may be required. See ASCE/SEI 7-16 Section 11.4.8. Data Accessed: Fri Mar 28 2025 Date Source: USGS Seismic Design Maps https://ascehazardtool.org/ Page 2 of 4 Fri Mar 28 2025 3 ASCE® AMERICAN SOCIETY OF CIVIL ENGINEERS Snow Results: 2 Ground Snow Load, p9: 17 Ib/ft Mapped Elevation: 126.4 ft Data Source: Date Accessed: Fri Mar 28 2025 Statutory requirements of the Authority Having Jurisdiction are not included. Snow load values are mapped to a 0.5 mile resolution. This resolution can create a mismatch between the mapped elevation and the site-specific elevation in topographically complex areas. Engineers should consult the local authority having jurisdiction in locations where the reported `elevation' and mapped elevation' differ significantly from each other. Rain Results: 15-minute duration: No Data 60-minute duration: No Data Data Source: NOAA National Weather Service, Precipitation Frequency Data Server, Atlas 14 (https://www.nws.noaa.gov/oh/hdsc/) Date Accessed: Fri Mar 28 2025 For rainfall-event data in this area, see NOAA Hydrometeorological Design Studies Center, Current Precipitation Frequency Information and Documents for Washington. https://ascehazardtool.org/ Page 3 of 4 Fri Mar 28 2025 4 ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS The ASCE Hazard Tool is provided for your convenience,for informational purposes only,and is provided"as is"and without warranties of any kind.The location data included herein has been obtained from information developed,produced,and maintained by third party providers;or has been extrapolated from maps incorporated in the ASCE standard.While ASCE has made every effort to use data obtained from reliable sources or methodologies,ASCE does not make any representations or warranties as to the accuracy,completeness,reliability,currency,or quality of any data provided herein.Any third-party links provided by this Tool should not be construed as an endorsement,affiliation, relationship,or sponsorship of such third-party content by or from ASCE. ASCE does not intend,nor should anyone interpret,the results provided by this Tool to replace the sound judgment of a competent professional,having knowledge and experience in the appropriate field(s)of practice,nor to substitute for the standard of care required of such professionals in interpreting and applying the contents of this Tool or the ASCE standard. In using this Tool,you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers,directors, employees,members,affiliates,or agents be liable to you or any other person for any direct,indirect,special,incidental,or consequential damages arising from or related to your use of,or reliance on,the Tool or any information obtained therein.To the fullest extent permitted by law,you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data provided by the ASCE Hazard Tool. https://ascehazardtool.org/ Page 4 of 4 Fri Mar 28 2025 5 NV5 Inc JOB TITLE Himalayan Pet Supply 1101 Haynes St, Suite 207 Raleigh, NC JOB NO. 0001319 SHEET NO. 919-821-7146 CALCULATED BY DCK DATE 3/28/25 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2021 Occupancy: Occupancy Group= B Business Risk Category & Importance Factors: Risk Category= II Wind Factor= 1.00 Importance Factor= 1.00 Seismic Importance factor= 1.00 6 NV5 Inc JOB TITLE Himalayan Pet Supply 1101 Haynes St, Suite 207 Raleigh, NC JOB No. 0001319 SHEET NO. 919-821-7146 CALCULATED BY DCK DATE 3/28/25 CHECKED BY DATE Wind Loads : ASCE 7- 16 Ultimate Wind Speed 98 mph Nominal Wind Speed 75.9 mph Risk Category II Exposure Category C Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Bldg Directionality (Kd) 0.85 Kh MWFRS< 60 0.945 Kh all other 0.945 Type of roof Monoslope Topographic Factor (Kzt) Topography Flat Speed UP Hill Height (H) 80.0 ft - Half Hill Length(Lh) 100.0 ft �f(�) x(upwind) x(do!ar o-dird] Actual H/Lh = 0.80 HJ2 Use H/Lh = 0.50 Lh H Modified Lh = 160.0 ft _ H�� From top of crest:x= 50.0 ft Bldg up/down wind? downwind ESCARPMENT H/Lh= 0.50 K, = 0.000 x/Lh= 0.31 K2= 0.792 V(Z) z/Lh= 0.16 K3= 1.000 Z Speed-up p At Mean Roof Ht: VW Kzt=( +K,K2K3)^2= 1.00 x'upwind) 1 x(downwind) r H/2 H Lh H/2 2D RIDGE or3D AXISYMMETRICAL HILL Gust Effect Factor h= 25.0 ft Flexible structure if natural frequency<1 Hz (T> 1 second). B= 96.0 ft If building h/B>4 then may be flexible and should be investigated. /z(0.6h)= 15.0 ft h/B= 0.26 Rigid structure(low rise bldg) G = 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure 6 = 0.20 Natural Frequency (qj)= 0.7 Hz f = 500 ft Damping ratio(a)= 0.01 Zmin= 15 ft /b= 0.650 c= 0.20 /a= 0.154 go, 9V= 3.4 Vz= 82.8 Lz= 427.1 ft Nj = 3.61 Q= 0.88 Kn= 0.062 IZ= 0.23 Rh= 0.575 n= 0.973 h= 25.0 ft G= 0.86 use G =0.85 RB= 0.232 n= 3.735 RL= 0.057 n= 16.934 9R = 4.104 R = 0.680 Gf = 1.033 7 NV5 Inc JOB TITLE Himalayan Pet Supply 1101 Haynes St,Suite 207 Raleigh, NC JOB NO. 0001319 SHEET NO. 919-821-7146 CALCULATED BY DCK DATE 3/28/25 CHECKED BY DATE Wind Loads - Other Structures: ASCE 7- 16 Ultimate Wind Pressures Wind Factor= 1.00 Gust Effect Factor (G)= 0.85 Ultimate Wind Speed= 98 mph Kzt= 1.00 Exposure= C A. Solid Freestanding Walls &Solid Signs (&open signs with less than 30% open) B. Open Signs &Single-Plane Open Frames (openings 30%or more of gross area) C.Walls of Chimneys,Tanks, &Similar Structures Height to centroid of Af(z) 1.8 ft Grease Interceptor Dimensions Kz = 0.849 Cross-Section Square Base pressure(qz)= 18.8 psf Directionality (Kd) 0.90 h/D = 0.83 Height (h) 3.5 ft Width (D) 4.2 ft Type of Surface N/A Square(wind along diagonal) Square(wind normal to face) Cf = 1.00 Cf = 1.30 F=gzGCfAf = 16.0Af F=gzGCfAf = 20.8Af Af = 1.0 sf Af = 1.0 sf F= 16 Ibs F = 21 Ibs D. Trussed Towers 8 NV5 Inc JOB TITLE Himalayan Pet Supply 1101 Haynes St,Suite 207 Raleigh,NC JOB NO.0001319 SHEET NO. 919-821-7146 CALCULATED BY DCK DATE 3/28/25 CHECKED BY DATE Seismic Loads: IBC 2021 Strength Level Forces Risk Category: II Importance Factor(le): 1.00 Site Class: D Ss(0.2 sec)= 1.04 g Fa= 1.083 S1(1.0 sec)= 0.37 g Fv= 1.928 Site specific ground motion analysis performed: Sms= 1.129 SIDS= 0.752 Design Category= D A site specific ground motion analysis is Sm1= 0.717 Sol= 0.478 Design Category= D required for seismically isolated structures or with damping systems,see ASCE7 11.4.8 Seismic Design Category= D 9 Section 2 Equipment Anchorage Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK Equipment Item: SI-1 Solids Interceptor, model RP-100-SPC Seismic Data Seismic Design Category: D Spectral Acceleration, short period SDS:=0.833 Component Importance Factor Ip:=1.0 Component Amplification Factor ap:=1 ASCE 7-16 Table 13.6-1 Rp:=1.5 ASCE 7-16 Table 13.6-1 f?,,:=i ASCE 7-16 Table 13.6-1 Height of component z:=0 ft Ground mounted Height of structure h:=0.1 ft the factor z/h=0 for items at or below base Component Operating Weight Wp:=560 lbf per plumbing Seismic Design Forces +2• 0.4•ap•SDS•Wp z Horizontal Force, Eq 13.3-1 FF 1 h R =124.4 lbf p Ip Maximum Force, Eq 13.3-2 Fp,nax:=1.6 SDS•Ip•Wp=746.4 lbf Minimum Force, Eq 13.3-3 Fp,nin:=0.3 SDS•Ip•Wp=139.9 lbf Use Horizontal Force, Fp:=max((min(Fpl,FpTn..)) ,max(Fpl,FpTnin))=139.9 Of Vertical Force, 13.3.1.2 F,:=0.2 SDS•Wp=93.3 lbf 11 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK Unit Height ht:=36 in Unit Width b:=13.25 in Unit Length L:=31.25 in ITEM SI-1 SOLIDS INTERCEPTOR Anchor Placement Force in X Direction Overturning Moment, Muy:=—Fp•(ht)+�0.9 Wp—Fv� L=324.9 ft•lbf 0.9D-Ev+En 2 2 Anchors in Tension Positive moment M y value indicates no net uplift Anchors in Shear, Qty 4 Vu�:= FP—=35 Of 4 Force in Y Direction Overturning Moment, Mum:=—Fp•(ht)+(0.9 Wp—F,�) b=16.8 ft•lbf 0.9D-Ev+En 2 2 Anchors in Tension Positive moment MAX value indicates no net uplift Anchor Design Forces Maximum Anchor Tension T:=01bf FP Anchors in Shear, Qty 2 Vuy:= 2 =70 lbf 2 Design Anchor Shear V.:=max(V..IVuy)=70 lbf 12 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK Equipment Item: GI-1 Grease Interceptor, model RP-150-SPC Seismic Data Seismic Design Category: D Spectral Acceleration, short period :=0.833 Component Importance Factor ©:=1.0 Component Amplification Factor ®:=1 ASCE 7-16 Table 13.6-1 ®:=1.5 ASCE 7-16 Table 13.6-1 ®:=i ASCE 7-16 Table 13.6-1 Height of component 0 ft Ground mounted Height of structure ©:=0.1 ft the factor z/h=0 for items at or below base Component Operating Weight ®:=2000 lbf per plumbing Seismic Design Forces 0.4•ap•SDS•Wp z Horizontal Force, Eq 13.3-1 p1:= R 1+2• h =444.3 lbf Li— p Ip Maximum Force, Eq 13.3-2 pma 1.6 SDS•Ip•Wp=2665.6 lbf Minimum Force, Eq 13.3-3 p .:=0.3 SDS•Ip•Wp=499.8 lbf Use Horizontal Force, Fp:=max((min(Fpl,Fp,.,.Ea.)) ,max(Fpl,Fp nin))=499.8 Of Vertical Force, 13.3.1.2 ©:=0.2 SDS•Wp=333.2 lbf 13 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK anchor.typ Unit Height ®:=40 in Unit Width e:=33.25 in KE OUTLET Unit Length e:=49.25 in FLOW-- Anchor Placement Force in X Direction Overturning Moment, �:=—Fp•(ht)+(0.9 Wp—F�,) L=2177 ft•lbf 0.9D-Ev+Eh 2 J 2 Anchors in Tension Positive moment M y value indicates no net uplift Anchors in Shear, Qty 4 �:= 4 =125 lbf Force in Y Direction Overturning Moment, ®:=—Fp•�hl1+(0.9 Wp—F,�) b=1199.1 ft•lbf 0.9D-Ev+Eh 2 J 2 Anchors in Tension Positive moment MAX value indicates no net uplift Anchor Design Forces Maximum Anchor Tension ®:=0 lbf Anchors in Shear, Qty 2 0:= 2 =249.9 lbf Design Anchor Shear ©:=max(Vux,V,,y)=249.9 lbf 14 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK Equipment Item: Sample Port, model SB-2424X10-SPC Seismic Data Seismic Design Category: D Spectral Acceleration, short period �:=0.833 Component Importance Factor ©:=1.0 Component Amplification Factor ®:=1 ASCE 7-16 Table 13.6-1 ®:=1.5 ASCE 7-16 Table 13.6-1 ®:=i ASCE 7-16 Table 13.6-1 Height of component 9:=2 ft Ground mounted Height of structure h:=2 ft the factor z/h=0 for items at or below base Component Operating Weight ®:=203 lbf+21.25 in•21.25 in•17 in•7.3 lbf =445.6 lbf Equip wt from manuf+ grease capacity gal Seismic Design Forces 0.4•ap•SDS•Wp z Horizontal Force, Eq 13.3-1 p1:= R 1+2• h =296.9 lbf Li— p Ip Maximum Force, Eq 13.3-2 pma 1.6 SDS•Ip•Wp=593.9 lbf Minimum Force, Eq 13.3-3 p,,ni :=0.3 SDS•Ip•Wp=111.4 lbf Use Horizontal Force, ®:=max((min(Fpl,Fpma.)) ,max(Fpl,Fp,,,in))=296.9 Of Vertical Force, 13.3.1.2 ©:=0.2 SDS•Wp=74.2 lbf 15 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment N V 5 Engineer: DCK Unit Height ®:=17 in Unit Width e:=21.25 in Unit Length e:=21.25 in SAMPLE PORT Anchor Placement Force in X Direction Overturning Moment, 9�:=—Fp- "h +(0.9 Wp—F�,) L=79 ft•lbf 0.9D-Ev+Eh l 2 JJ 2 Anchors in Tension Positive moment M y value indicates no net uplift Anchors in Shear, Qty 4 �:= 4 =74.2 lbf Force in Y Direction Overturning Moment, ®:=—Fp•�hl1+(0.9 Wp—F') b=79 ft•lbf 0.9D-Ev+Eh 2 J 2 Anchors in Tension Positive moment MAX value indicates no net uplift Anchor Design Forces Maximum Anchor Tension ®:=0 lbf Anchors in Shear, Qty 2 0:= 2 =148.5 lbf Design Anchor Shear ©:=max(V.,Vuy)=148.5 lbf 16 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Anchorage of Plumbing Equipment V 5 Engineer: DCK Equipment Support: Sample Port Pedestal, concrete 9:=36 in Pedestal square plan dimension ®:=23 in Pedestal height Reference ASCE 7-16 13.6.4 Component Supports Wtpedestal:=b•b•h•150 pef=2588 lbf Seismic Data Seismic Design Category: D Spectral Acceleration, short period 0:=0.833 Component Importance Factor ©:=1.0 Component Amplification Factor ®:=1 ASCE 7-16 Table 13.6-1 ®:=1.5 ASCE 7-16 Table 13.6-1 ®:=i ASCE 7-16 Table 13.6-1 Height of component e:=0 ft Ground mounted Height of structure ®:=1 ft the factor z/h=0 for items at or below base Component Operating Weight Wtpedesta1=2588 lbf Seismic Design Forces Horizontal Force, Eq 13.3-1 pl 0.4•ap DS•Wp •(1+2• h/=574.8 lbf p J Ip Maximum Force, Eq 13.3-2 p- 1.6 SDS•Ip•Wp=3448.E lbf Minimum Force, Eq 13.3-3 pr,L2 0.3 SDS•Ip•Wp=646.6 lbf Use Horizontal Force, ®:=max((min(Fpl,Fp..ax)) ,max(Fpl,Fpmin))=646.6 lbf Vertical Force, 13.3.1.2 ©:=0.2 SDS•Wp=431.1 lbf 16b Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 1 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port Specifier's comments: 1 Input data Anchor type and diameter: KWIK HUS-EZ(KH-EZ)-SS316 1/2(2 1/4) Item number: 2245579 KH-EZ SS316 1/2"x3" Specification text: Hilti 0 1/2 in KWIK HUS-EZ(KH-EZ)-SS316 with 2.25 in nominal embedment depth per ICC-ES ESR-3027,Hammer drill bit installation per MPII, Effective embedment depth: h,,act= 1.560 in., hnon,=2.250 in. Material: AISI 316 Evaluation Service Report: ESR-3027 Issued I Valid: 12/1/2023 1 12/1/2025 Proof: Design Method ACI 318-19/Mech Shear edge breakout verification: Row closest to edge(Case 3 only from ACI 318-19 Fig. R.17.7.2.1 b) Stand-off installation: Profile: Base material: cracked concrete,4000,f,'=4,000 psi;h=6.000 in. Installation: Hammer drilled hole,Installation condition:Dry Reinforcement: tension:not present,shear:present;no supplemental splitting reinforcement present edge reinforcement:none or<No.4 bar Seismic loads(cat.C, D, E,or F) Tension load:yes(17.10.5.3(a)) Shear load:yes(17.10.6.3(a)) Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 1 17 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 2 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port Geometry[in.]&Loading[lb,in.lb] O 00 Z 00 O X x \60 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 2 18 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 3 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 1.1 Design results Case Description Forces[lb]/Moments[in.lb] Seismic Max. Util.Anchor[%] 1 Combination 1 N=0;Vx=-250;Vy=0; yes 14 Mx=0; My=0; Mz=0; 2 Load case/Resulting anchor forces Seismic Components Anchor reactions[lb] Tension force:(+Tension,-Compression) Anchor Tension force Shear force Shear force x Shear force y 1 0 250 -250 0 3 Tension load No net uplift Load Nua[lb] Capacity'11) N°[lb] Utilization INN=Nuj+ N„ Status Steel Strength' N/A N/A N/A N/A Pullout Strength' N/A N/A N/A N/A Concrete Breakout Failure" N/A N/A N/A N/A highest loaded anchor "anchor group(anchors in tension) Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 3 19 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 4 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 4 Shear load Load V„a[lb] Capacity$ V„[lb] Utilization[3v=Vqa/# V. Status Steel Strength* 250 3,113 9 OK Steel failure(with lever arm)` N/A N/A N/A N/A Pryout Strength** 250 1,811 14 OK Concrete edge failure in direction x-** 250 1,887 14 OK *highest loaded anchor **anchor group(relevant anchors) When the input edge distance is set to"infinity",edge breakout verification is not performed in that direction 4.1 Steel Strength Vsa,eq =ESR value refer to ICC-ES ESR-3027 0 Vsteel >_Vua ACI 318-19 Table 17.5.2 Variables Asev[in.z] fut.[psi] ay,seis 0.17 120,100 1.000 Calculations Vsa,eg[lb] 4,790 Results Vsa,sq[lb] steel Vsa,eq[lb] Vua[lb] 4,790 0.650 3,113 250 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 4 20 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 5 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 4.2 Pryout Strength Vcp =kcp L\ANco Nc W ed,N Wc,N Wcp,N Nb] ACI 318-19 Eq.(17.7.3.1a) Vcp >Vua ACI 318-19 Table 17.5.2 ANc see ACI 318-19,Section 17.6.2.1, Fig.R 17.6.2.1(b) ANco =9 hef / ACI 318-19 Eq.(17.6.2.1.4) W ed,N =0.7+0.3 (ca,min/ 1.0 ACI 318-19 Eq.(17.6.2.4.1 b) 1.5hef W cp N =MAX(c=min 1.5hefl ,1.0 ACI 318-19 Eq.(17.6.2.6.1 b) Cac Cac J Nb =kc "a N�f hef' ACI 318-19 Eq.(17.6.2.2.1) Variables k,p hef[In.] ca.min[In.] W c,N 1 1.560 3.000 1.000 cac[in.] kc X a fp[psi] 6.240 21 1.000 4,000 Calculations 7 ANc[in•2] ANco[in•2] W ed,N Wcp,N Nb[lb] 21.90 21.90 1.000 1.000 2,588 Results Vcp[lb] concrete seismic Ononductiie Vcp[lb] Vca[lb] 2,588 0.700 1.000 1.000 1,811 250 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 5 21 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 6 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 4.3 Concrete edge failure in direction x- Vc Vcn - (A ) w ed,V Wc,v u'n,v Wparallel,v Vb ACI 318-19 Eq.(17.7.2.1a) Vc 0 Vb >Vua ACI 318-19 Table 17.5.2 Avc see ACI 318-19,Section 17.7.2.1,Fig.R 17.7.2.1(b)* Avco =4.5 Cal ACI 318-19 Eq.(17.7.2.1.3) W ed,V =0•7+0•3(1 .2 / 1.0 ACI 318-19 Eq.(17.7.2.4.1b) 1.5Caf W n V = h >1.0 ACI 318-19 Eq.(17.7.2.6.1) a o.z _ r Vb - (7 (d 1lda/ a a yfC Cal ACI 318-19 Eq.(17.7.2.2.1a) a Variables Cef [in.] cat[in.] IV c,v ha[in.] le[in.] 6.000 3.000 1.000 6.000 1.560 ?`a da[In.] fc[psi] W parallel,V 1.000 0.500 4,000 1.000 Calculations Avc[in.2] Avco[in.2] W ed,V Yh,V Vb[lb] 72.00 162.00 0.800 1.225 5,777 Results Vcb[lb] concrete �seism!c Ononductile Vcb[lb] Vua[lb] 2,515 0.750 1.000 1.000 1,887 250 *Anchor row defined by:Anchor 1;Case 3 controls When the input edge distance is set to"infinity",edge breakout verification is not performed in that direction Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 6 22 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 7 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 5 Warnings • The anchor design methods in PROFIS Engineering require rigid anchor plates per current regulations(AS 5216:2021,ETAG 001/Annex C, EOTA TR029 etc.).This means load re-distribution on the anchors due to elastic deformations of the anchor plate are not considered-the anchor plate is assumed to be sufficiently stiff,in order not to be deformed when subjected to the design loading.PROFIS Engineering calculates the minimum required anchor plate thickness with CBFEM to limit the stress of the anchor plate based on the assumptions explained above.The proof if the rigid anchor plate assumption is valid is not carried out by PROFIS Engineering. Input data and results must be checked for agreement with the existing conditions and for plausibility! • The equations presented in this report are based on imperial units.When inputs are displayed in metric units,the user should be aware that the equations remain in their imperial format. • Condition A applies where the potential concrete failure surfaces are crossed by supplementary reinforcement proportioned to tie the potential concrete failure prism into the structural member.Condition B applies where such supplementary reinforcement is not provided,or where pullout or pryout strength governs. • Refer to the manufacturer's product literature for cleaning and installation instructions. • For additional information about ACI 318 strength design provisions,please go to https://viewer.joomag.com/profis-design-guide-us-en-summer-2021/0841849001625154758?short&/ • "An anchor design approach for structures assigned to Seismic Design Category C,D,E or F is given in ACI 318-19,Chapter 17,Section 17.10.5.3(a)that requires the governing design strength of an anchor or group of anchors be limited by ductile steel failure.If this is NOT the case,the connection design(tension)shall satisfy the provisions of Section 17.10.5.3(b),Section 17.10.5.3(c),or Section 17.10.5.3(d).The connection design(shear)shall satisfy the provisions of Section 17.10.6.3(a),Section 17.10.6.3(b),or Section 17.10.6.3(c)." • Section 17.10.5.3(b)/Section 17.10.6.3(a)require the attachment the anchors are connecting to the structure be designed to undergo ductile yielding at a load level corresponding to anchor forces no greater than the controlling design strength.Section 17.10.5.3(c)/Section 17.10.6.3 (b)waive the ductility requirements and require the anchors to be designed for the maximum tension/shear that can be transmitted to the anchors by a non-yielding attachment.Section 17.10.5.3(d)/Section 17.10.6.3(c)waive the ductility requirements and require the design strength of the anchors to equal or exceed the maximum tension/shear obtained from design load combinations that include E,with E increased by coo. • Hilti post-installed anchors shall be installed in accordance with the Hilti Manufacturer's Printed Installation Instructions(MPII). Reference ACI 318-19,Section 26.7. Fastening meets the design criteria! Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 7 23 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 8 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 6 Installation data Anchor type and diameter:KWIK HUS-EZ(KH-EZ)-SS316 1/2(2 1/4) Profile:- Item number:2245579 KH-EZ SS316 1/2"xY Hole diameter in the fixture:- Maximum installation torque:540 in.lb Plate thickness(input):- Hole diameter in the base material:0.500 in. Hole depth in the base material:2.625 in. Drilling method: Hammer drilled Minimum thickness of the base material:4.500 in. Cleaning:Manual cleaning of the drilled hole according to instructions for use is required. Hilti 0 1/2 in KWIK HUS-EZ(KH-EZ)-SS316 with 2.25 in nominal embedment depth per ICC-ES ESR-3027, Hammer drill bit installation per MPII 6.1 Recommended accessories Drilling Cleaning Setting • Suitable Rotary Hammer • Manual blow-out pump • Torque wrench • Properly sized drill bit Coordinates Anchor in. Anchor x y c-x c.x c_y c.y 1 0.000 0.000 6.000 - - 3.000 Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilti AG,FL-9494 Schaan Hilti is a registered Trademark of Hilti AG,Schaan 8 24 Hilti PROFIS Engineering 3.1.11 N V 5 www.hilti.com Company: NV5 Inc Page: 9 Address: 1101 Haynes St,Suite 207,Raleigh, NC 27502 Specifier: Chris Keelor,PE Phone I Fax: 919-821-7146 1 E-Mail: chris.keelor@nv5.com Design: Concrete-Mar 28,2025 Date: 3/29/2025 Fastening point: Solids Interceptor,Grease Interceptor,Sample Port 7 Remarks; Your Cooperation Duties • Any and all information and data contained in the Software concern solely the use of Hilti products and are based on the principles,formulas and security regulations in accordance with Hilti's technical directions and operating,mounting and assembly instructions,etc.,that must be strictly complied with by the user.All figures contained therein are average figures,and therefore use-specific tests are to be conducted prior to using the relevant Hilti product.The results of the calculations carried out by means of the Software are based essentially on the data you put in. Therefore,you bear the sole responsibility for the absence of errors,the completeness and the relevance of the data to be put in by you. Moreover,you bear sole responsibility for having the results of the calculation checked and cleared by an expert,particularly with regard to compliance with applicable norms and permits,prior to using them for your specific facility.The Software serves only as an aid to interpret norms and permits without any guarantee as to the absence of errors,the correctness and the relevance of the results or suitability for a specific application. • You must take all necessary and reasonable steps to prevent or limit damage caused by the Software. In particular,you must arrange for the regular backup of programs and data and,if applicable,carry out the updates of the Software offered by Hilti on a regular basis.If you do not use the AutoUpdate function of the Software,you must ensure that you are using the current and thus up-to-date version of the Software in each case by carrying out manual updates via the Hilti Website.Hilti will not be liable for consequences,such as the recovery of lost or damaged data or programs,arising from a culpable breach of duty by you. Input data and results must be checked for conformity with the existing conditions and for plausibility! PROFIS Engineering(c)2003-2025 Hilt!AG,FL-9494 Schaan Hilt!is a registered Trademark of Hilt!AG,Schaan 9 25 ROCKFORD SEPARATORS MODEL NO. RPS-100-SPC 5159 28th Ave ROCKFORD, IL 61109 SOLIDS INTERCEPTOR (815) 229-5077-FAX(815) 229-5108 www.rkfdseparators.com-rssem@rkfdseparators.com DRAWN BY R.P.P. QUOTE#: 250030 DATE: 01/29/25 JOB NAME: Himalayan Pet Supply OPTIONAL FEATURES (ADDITIONAL COST) ANCHOR FLANGE =FLANGE CLAMP DEVICE 0 EPDXY COATING STAINLESS STEEL CONSTRUCTION HEAVY TRAFFIC H2O REINFORCED CONSTRUCTION INTEGRAL EXTENSION 4.00" INCHES INLET&OUTLET SIZE 3.00" INCHES ALUMINUM COVER THREADED CONNECTIONS HEAVY TRAFFIC H2O RATED CONSTRUCTION INLET_ I (JUTLET SOLIDS GREASE SAMPLE 17 00 FLOW �16.0�►I � 34.0 3.00 11 1000 1000 i11 4.00 1 II II III I I II II III I — I II OUTLET j15.6 15.6 1 I + I 3600 1 I I I pVol I 2600 b°000°o°oo. I 2600 1 000� 00000 0 0000000. bo000000000000000' I 1 00000000, II V0000000000 0000000000, 000000000000e 1 00000000000o lo000000000 0000000000000� 1 000000000000000 I 1 II I 1 II I 1 II 1 I I I INLET 3.25 OUTLET —1 f 31.25 - SPECIFICATIONS Rockford Model RPS-100-SS-AFC-H20 all welded 10 gauge stainless steel solids interceptor,for on the floor or flush with the floor installation, 100 g.p.m. intermittent flow,3.00"no hub inlet and outlet connections,removable 3/16"nonskid diamond tread-plate cover for on the floor or flush with floor installation suitable for heavy traffic,secured with stainless steel flat head screws, heavy duty leak-proof gasket.With added options:4.00" integral extension,3.00"no-hub inlet/outlet,stainless steel construction,anchor flange with clamp device,and heavy traffic H2O rated construction. Optional features (Additional cost) listed above Approved By Company Date 26 ROCKFORD SEPARATORS MODEL NO. RP-150-SPC 5159 28th Ave ROCKFORD, IL 61109 GREASE INTERCEPTOR (815) 229-5077-FAX(815)229-5108 www.rkfdseparators.com- rssem@rkfdseparators.com DRAWN BY R.P.P. QUOTEM 250030 DATE: 01/29/25 JOB NAME: Himalayan Pet Supply N 6" OPTIONAL FEATURES (ADDITIONAL COST) TYP anchor, typ -ANCHOR FLANGE =FLANGE CLAMP DEVICE EPDXY COATING STAINLESS STEEL CONSTRUCTION INTEGRAL EXTENSION INCHES INLET&OUTLET SIZE 3.00" INCHES Q ALUMINUM COVER Q THREADED CONNECTIONS HEAVY TRAFFIC H2O RATED CONSTRUCTION `n INLET OUTLET N _ _-_-_ _ M M 16 63 SOLIDS GREASE SAMPLE FLOIfEM 0 49.25 5.2 2.0 36.0 3.00 10 00 10 00 4.00 OUTLET 16.63 6.6 4000 3000 3000 INLET OUTLET 9.2 33.2 SPECIFICATIONS Rockford Model RP-150-SS-AFC-H20 all welded stainless steel interceptor,with 196 gallon static holding capacity, 150 g.p.m. intermittent flow, 300 lbs.grease/sludge capacity,4.00"no-hub inlet and outlet connections and flow control device, removable 3/16"nonskid diamond tread plate cover for on the floor or flush with floor installation suitable for heavy traffic,secured with stainless steel flat head screws, heavy duty leak-proof gasket. With added options:3.00"no-hub inlet/outlet,stainless steel construction,anchor flange with clamp device,and heavy traffic H2O rated construction. Optional features (Additional cost) listed above Approved By Company Date 27 ROCKFORD SEPARATORS MODEL NO. SB-2424X10-SPC 5159 28th Ave ROCKFORD, IL 61109 SAMPLE BOX (815) 229-5077-FAX(815) 229-5108 www.rkfdseparators.com- rssem@rkfdseparators.com DRAWN BY R.P.P. QUOTE#: 250030 DATE: 01/29/25 JOB NAME: Himalayan Pet Supply OPTIONAL FEATURES (ADDITIONAL COST) ANCHOR FLANGE =FLANGE CLAMP DEVICE RECESSED LIFT HANDLES PER COVER EPDXY COATING LIGHT TRAFFIC REINFORCED COVERS HEAVY TRAFFIC H2O REINFORCED COVERS NON-CORROSIVE STAINLESS STEEL CONSTRUCTION INTEGRAL EXTENSION INCHES INLET&OUTLET SIZE 3.00" INCHES STAINLESS STEEL CONSTRUCTION NO HUB CONNECTIONS SOLIDS GREASE SAMPLE FLOW n -24.00 24.0 3. 0 1000 I 4.0 14 00 1700 7.)0 I I O � 3. 0 1 � INLET OUTLET 21.2 21.2 SPECIFICATIONS Rockford Model SB-2424X10-SS-AF-C-NH-X3-H20 all welded stainless steel sample box,3.00"no-hub inlet&outlet connections,removable 3/16"nonskid diamond tread-plate cover for flush in the floor installation suitable for heavy traffic secured with stainless flat head screws, heavy duty leak-proof gasket, OPEX Shop Coat coating inside and bituminous coating outside.With added options:3.00"no-hub inlet/outlet,stainless steel construction,anchor flange with clamp device,and reinforced for heavy traffic H2O rated construction. Optional features (Additional cost) listed above Approved By Company Date 28 Section 3 Equipment Pad Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Overturning N V 5 Engineer: DCK Project: Himalayan Pet Supply Location: 20015 67th Ave NE,Arlington, Washington 98223 DESIGN LOADS 1. BUILDING CODES A. WASHINGTON STATE BUILDING CODE 2021 EDITION B. 2021 INTERNATIONAL BUILDING CODE C. MINIMUM DESIGN LOADS FOR BUILDING AND OTHER STRUCTURES,ASCE 7-16 2. RISK CATEGORY II 3. SNOW LOAD A. GROUND SNOW LOAD,Py 17 PSF B. FLAT-ROOF SNOW LOAD,P, 25 PSF C. SNOW EXPOSURE FACTOR,Ce 1.00 D. SNOW IMPORTANCE FACTOR, IS 1.00 E. THERMAL FACTOR,C, 1.00 F. DRIFT SURCHARGE LOADS AND WIDTH OF SNOW DRIFT,SEE DIAGRAM(S) 4. WIND LOADS/DATA A. ULTIMATE WIND SPEED(3 SECOND GUST),Vuu 98 MPH B. NOMINAL WIND SPEED,VA5D 76 MPH C. EXPOSURE C D. INTERNAL PRESSURE COEFFICIENT,GCpi ±0.18 E. TOPOGRAPHY FACTOR,Kz, 1.00 F. APPLIED DIRECTIONALITY FACTOR,Kc 0.85 5. SEISMIC LOADS/DATA A. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE B. SITE CLASS D(PER RECORD DWGS) C. SEISMIC IMPORTANCE FACTOR, le 1.00 D. MAPPED SPECTRAL RESPONSE ACCELERATION(0.2 sec.),SS 1.042 E. MAPPED SPECTRAL RESPONSE ACCELERATION(1.0 sec.),S, 0.372 F. SPECTRAL RESPONSE COEFFICIENT,Sas 0.833 G. SPECTRAL RESPONSE COEFFICIENT,Sa, NA H. SEISMIC DESIGN CATEGORY D I. BASIC STRUCTURAL SYSTEM GROUND SUPPORTED NON-BUILDING STRUCTURE J. COMPONENT RESPONSE MODIFICATION FACTOR,RP 1.5 K. SYSTEM OVER-STRENGTH FACTOR,00 1.0 L. COMPONENT AMPLIFICATION FACTOR,C0 1.0 30 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Overturning N V 5 Engineer: DICK Equipment Pad Seismic Design Seismic Data Seismic Design Category: D SAMPLE PORT 1'E" 7'fi GREASE INTERCEPTOR 7 --=ee=�� PER PLUMB DWGS SAMPLE PORT PER —— — PLUMB DWGS SOLIDS INTERCEPTOR �-- CONIC PEDESTAL PER PLAIN PER PLUMB DWGS + I gog i MIN F _ 3 � MIN !r� EJ L------- J / �/�/��/� ALIGN THN:NENED� 8"COMPACTED NON- SLAB EDGE W1 FACE OF PEDESTAL FROST SUSCEPTIBLE FILL I I I + I Solids Interceptor Seismic Forces EXISTCONC I I~PLUMB DIN EQUIP GS TILT PANEL 8' Wp1:=560 Of ExIBT SLAB I ON GRADE LIP PER SCHED COND EDUIPPAD F 1:=140 Of § F„1:=100 lbf E%ISTWALLFTG 244 CONT,TYP e ra hl:=1.67 ft SECTION AJ1 Grease Interceptor Seismic Forces Sample Port Seismic Forces Pedestal Seismic Forces Wp2:=2000 lbf Wp3:=450 lbf Wpp:=2588 Of Fp2:=500 Of Fp3:=300 Of Fpp:=650 lbf Fv2:=340 lbf Fv3:=75 lbf Fvp:=435 lbf h2:=1.67 ft h3:=2.67 ft hp:=23 in 31 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Overturning N V 5 Engineer: DCK Overturning Moments OTMI:=Fp1•h1+F,1. 4 ft 2 =433.8 ft•lbf Solids Interceptor OTM2:=Fp2•h2+Fv2. 4 ft 2 =1515 ft•lbf Grease Interceptor OTM3:=Fp3•h3+Fv3. 42 t +Fpp• 2 +Fvp• 4�t =2443.9 ft•lbf Sample Port+ Pedestal Righting Moments Add equipment weight and weight of concrete pad tributary to equipment for simplification. Omit turndown weight for simplicity. Conservative RM1:=(Wp1+10 in•4 ft•2 ft•150 pcf) •2 ft=3120 ft•lbf Solids Interceptor RM2:=(Wp2+6 in•4 ft•4.92 ft•150 pcf) •2 ft=6952 ft•lbf Grease Interceptor RM3:=(Wp3+Wpp+31 in•3 ft•3 ft•150 pcf) •2 ft=13051 ft•lbf Sample Port+ Pedestal Factor of Safety for Overturning Check overturning of slab using tributary widths of each piece of equipment in short direction 0.6•RM1 FS1:= =0.7 OTMl 6.2 Solids Interceptor 0.6•RM2 FS2:_ =3.9 Grease Interceptor 0.7.OTM2 0.6•RM3 FS3:= =4.6 Sample Port+ Pedestal 0.7.OTM3 Factor of Safety of Overturning >>1.0 OK 32 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Overturning N V 5 Engineer: DCK Sliding Forces V:=Fpl+Fp2+Fp3+Fpp=1590 1bf Solids interceptor+ grease interceptor+ sample port+ Righting Forces pedestal horiz seismic forces Wtslab:=6 in•4 f t•13.42 ft•150 pcf=4026 lbf Slab weight Wturndown:=((12 ft+3 ft+3 ft)•12 in•16 in+8 in•6 in•13 ft)•150 pcf=4250 lbf Wequip:=Wpl+Wp2+Wp3+Wpp=5598 lbf Weight of equipment and pedestal SDS:=0.833 Fp„:=0.2•SDS•Wequip=932.6 lbf Seismic force vertical component µ:=0.25 Presumptive sliding friction, IBC 2021 Table 1806.2 RF:=0.6 (Wtslab+Wturndown+Wequip •p=2081.1 lbf Factor of Safety for Sliding RF-0.7 F v FSsliding'= p =0.7•V 1.3 FS Sliding > 1.0, OK 33 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Seismic Overturning N V 5 Engineer: DCK Reinforcing Code minimum Reinforcing Slab A,s,,,,,i,,,:=0.0018.6 in-12 in=0.1 in Use min #4@12" ew Turndown Slab Edge Armin:=0.002.12 in•24 in=0.6 in Use min 245 bars bot Pedestal A,,,,,,i,,,:=0.005.36 in•36 in=6.5 in Armin-0.60 in2 =10.8 Use min 1247 bars Refer to RAM Concept Mat Foundation Analysis calculations for equipment design 34 RAM Concept Design of Equipment Pad Mesh Input KFz=50 .. ON . G� Notes: Slab Thickness = 6 in Concrete Strength =4000 psi Area Spring = 50 pci Column elements with bending factor of 0.01 are used at solids and grease interceptors Column element representing concrete pedestal added under sample port Reinforcing Notes: Reinforcing = single layer, #4@12 at middepth 35 Dead Loads Notes: Point Loads refer to equpment weights,see previous Seismic Loads i 1 . 1 .51 -Mx,=O -Mx='I-.5--(: )-M =12.45 My=Q.433____.(R MY=1.51 2.45 Notes: Point Loads refer to equpment weights seismic overturning moments and vertical forces,see previous 36 Design Strips 'I■pIoo p • A%III/II II I I I II Notes: Latitude Design Strips IN ME Im IM ME MUMMEMEME Notes: Longitudinal Design Strips 37 Maximum Soil Bearing Pressures, Service Level 4 Notes: Maximum Soil Bearing Pressure 430 psf 38 Status Check F _ 1 C-2 3 OK Notes: Using single layer reinforcing leads to errors at slab free edges and can be safely disregarded.See graphic below. Final Check for ACI 318-11 Strength Designer Section Analysis: Failures:11.3/18.7 Value Min Cap. Min Dem. Max Dem. Max Cap. Units Moment -0.0009891 -0.001794 0.003729 0.0009891 kip-ft Shear 0 -0.01044 0.1519 0 Kips Torsion No Limit No Calc No Calc No Limit kip-ft Gross Top Stress No Limit -0.1664 0.08006 No Limit psi Gross Centroid Stress No Limit -2.92e-13 2.653e-13 No Limit psi Gross Bottom Stress No Limit -0.08006 0.1664 No Limit psi Cracked Top Conc.Stress No Limit 0 infinite No Limit psi Cracked Bot.Conc.Stress No Limit -infinite 0 No Limit psi Cracked Top Bar Stress No Limit 0 infinite No Limit ksi Cracked Bot.Bar Stress No Limit -infinite 0 No Limit ksi Top Crack Width No Limit No Calc No Calc No Limit inches Bot.Crack Width No Limit No Calc No Calc No Limit inches ECR No Limit No Calc No Calc No Limit Gross Bending Energy No Limit No Calc No Calc No Limit Kips Deflection No Limit 0.01336 0.04592 No Limit inches Long Term Deflection No Limit No Calc No Calc No Limit inches Precompression No Limit No Calc No Calc No Limit psi 39 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Existing Footing Check N V 5 Engineer: DCK bftg:=2.5 ft Footing width from Record Drawings Foundation Plan S1.2 tftg:=1 ft Footing thickness 3 T T POUR I STRIP I I � � vs av nv S3.1 ---.... -- aC TTo II o K' TYP I40PN: Footing Loads trib:=60 ft Roof framing tributary width to footing DL:=12 psf Dead load, taken from joist design loads 372 plf less 250 snow load on S2.2 of record drawings SL:=25 psf Snow Load taken from S2.2 of record drawings Wtpa,,,,1:=9.25 in•39 ft•1 ft•150 pef=4509 1bf Tilt panel weight PDL:=DL•60 2t .1 ft+Wtpa,,Let=4869 lbf Dead Load on footing t PSL:=SL•60 2 .1 ft=750 lbf Snow load on footing 40 Project Number: 24-0001319 Date: 2025-03-27 Project Title: Himalayan Pet Supply Subject: Existing Footing Check V 5 Engineer: DICK Soil Bearing Pressure _ PDg-I SL ft =2248 s Soil bearing pressure gftg• b 1 ft psf 9 f tg• ga11:=2500 psf Per record drawings, S1.1 gpad:=297 psf—1•ft•120 pcf=177 psf Max soil bearing pressure under dead plus live load service combination less the existing overburden pressure gftg+gpad=2425 psf Add footing pressure and equipment pad pressure Check increased soil bearing gall>gftg+gpad=l OK, Added overburden from equipment pad is below the allowable soil bearing pressure on the existing wall footing I I EXIST CONIC TILT PANEL _ EQUIP PER ' PLUMB DWGS 1/2'EXPANSION MATERIAL,TYP s' ANCHORAGE PER EXIST SLAB DET3/S1.1 ON GRADE LAI PER SCHED CONIC EQUIP PAD PAVEMENT PER CIVIL DWGS EXIST WALL FTG 2-#4 CONT,TVP S"COMPACTED NOW 1'L' FROST SUSCEPTIBLE FILL NOTE:CONTRACTOR TO COORDINATE 4 SECTION ALL DIMENSIONS WITH EQUIPMENT S1.1 EQUIPMENT PAD AT EXIST B. AND EXISTING CONSTRUCTION PRIOR SCALE:314"=1'-U' TO CONSTRUCTION 41 City of Public • Memo To: Himalayan Dog Chew From: James X. Kelly, Public Works Director and Caitlin Dwyer, Utilities Manager Cc: City of Arlington Community and Economic Development Department Date: June 16, 2025 Re: Pretreatment Report Comments (DA02M-2022-001) r� �vn i F # (� 3`15 Discharger Background: Himalayan Dog Chew (HDC) has been operating cheese processing facility in the City of Arlington, Washington since 2022. HDC rehydrates powdered cheese and processes it into dog treats.The HDC operating facility has a separate process wastewater collection system and floor drains that discharge to City of Arlington (City)sanitary sewer. City limits of FOG, BOD and TSS from the process wastewater system have been violated, HDC is required to install a pretreatment system to pretreat its process wastewater so that it meets City standards. City review comments to the submitted draft HDC Pre-Treatment Engineering Report are as follows: 1. ES #1-3: Engineering report appears to be based on information in the City of Arlington June 10, 2024 email containing field-collected sample results.This is incorrect.Analysis and system design is to be based on actual process wastewater collected by engineer. Dates and collected data are to be included with the Pre-Treatment Report. 2. ES City Email Dated June 10,2024:Sampling results contained in the City email were diluted process wastewater, do not use this data as a basis for grease removal device design. Please see above comment for how to select representative data for the basis of the pre-treatment design. 3. ES (current practices) #2: If there are to be other methods of process wastewater treatment, such as described with pH balancing, this needs to be clearly defined in the pre-treatment process. 4. Section 1: A narrative needs to accompany this process flow diagram. Standard practice is to number the processes, provide a description of each process, and provide the quantity of wastewater that is discharged from that process. 5. Section 1: During previous conversations with HDC operators described a system and floor washdown process; there does not appear to be any flows of this nature included in the process diagram. 6. Section 2.0—Cheese Particle Treatment: This section references a gravity solids interceptor, is this the same as the proposed grease interceptor? 7. Section 2.1 — Product Analysis: The proposed use of cheddar, mozzarella and parmesan as a substitute to the actual cheese in the HDC process is not accepted. Please complete your analysis using actual product and product process wastewater. 8. Section 2.2 — System Design: Please clearly identify make, model and specifications of proposed solids separator and phase separator to be used as part of this pre-treatment system. Include product literature from the manufacturer of the proposed solids separator and phase separator. Pre-T Eng Rpt Comments.docx Himalayan Dog Chew Pretreatment Report Review DA02M-2022-001 Page 2 of 2 9. Section 2.2—System Design: Please include anticipated removal efficiencies from untreated process wastewater as it passes through solids separator and phase separator(FOG,TSS, BOD and pH).What is the anticipated treated process wastewater quality? 10. Section 3 Whey Water Treatment: Please provide information on pH adjustment from the whey water(product dosing rate, etc.). 11. Section 3 Whey Water Treatment: Please provide information on the addition of ferrous sulfate (FeSO4); purpose in treatment process, product form, dosing rate. 12. Section 3 Whey Water Treatment: With the addition of hydrogen peroxide and ferrous sulfate as a pretreatment additive, please collect and report post addition pH level and post treatment pH level. 13. Section 3 Whey Water Treatment: Does the whey water treatment coagulation and flocculation entail settlement of flocs? If so, is the solids separator the vessel for this pre-treatment and settlement of whey water? The Pretreatment Report, as submitted, is unacceptable; please revise and resubmit the Pretreatment Report showing the appropriately sized phase separator device to treat wastewater constituents BOD,TSS and FOG concentrations to City permitted limits. Past analytical reports have indicated constituent concentrations ranging from 3,580 to 10,950 mg/L for BOD and 1,100 to 2,260 mg/L for TSS (see attached analytical report from June 14, 2024). Reminder, no dilution water is allowed to achieve acceptable discharge concentration strengths. James X.Kelly,P Caitlin Dwyer t/ Public Works Direct r Utilities Manager o-6 i atel Date Pre-T Eng Rpt Comments.docx ®®''► CERTIFICATE OF ANALYSIS IEH Laboratories & Consulting Group 1 E H Himalayan Dog Chew LLC IEH Analytical Laboratories �� Laboratories & 3927 Aurora Avenue North �� Consulting Group Seattle,WA 98103 Phone:(206)632-2715 Fax(206)632-24117 www.iehinc.com TRADE SECRET/CONFIDENTIAL COMMERCIAL INFORMATION WO: 1748539 Rec. Date: 6/14/2024 12:38 Report Date: 6/26/2024 Report No: IAL-60943 Lab Sample ID Client Sample ID Description Analysis Date Biochemical Ox(ylgen/L)emand (BOD5) Total Suspended Solids (mg/L) 1748539-153999 7156 Waste water from container 1 6/18/2024 10950 2260 1748539-154000 7157 Waste water from container 31 6/18/2024 14700 2050 1748539-154001 7158 Wastewater from Drain 1 6/18/2024 3580 1100 Test Method: BOD5 = Biochemical Oxygen Demand (BOD5) EPA 405.1, Total Suspended Solids =Total Suspended Solids Gravimetric EPA 160.2 UNLESS OTHERWISE NOTED,ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.THE RESULT(S)IN THIS REPORT RELATE ONLY TO THE PORTION OF THE SAMPLE(S)TESTED.THIS REPORT DOES NOT CONSTITUTE A RELEASE OF PRODUCT FOR CONSUMPTION.THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT WRITTEN APPROVAL OF THE LABORATORY. THIS DOCUMENT CONTAINS CONFIDENTIAL COMMERCIAL INFORMATION PURSUANT TO 5 U.S.C.SEC.552(b)(4). Authorized Analyst:Alexander Hamilton Wednesday,Jun 26 2024 12:02:10 Page 1 Of 1 Am Test Inc. 1"EST Professions/ 13600 NE 126th Place Suite C Analytical Kirkland,WA (425)885-1664 A e o R a r o R i e s Services www.amtestlab.com September 09,2024 Ajaypal Singh 19817 74th Ave Arlington,WA 98223 Project: Himalayan Dog Cew(Chem) Project Number: [none] Project Manager: Ajaypal Singh RE: Himalayan Dog Cew(Chem) Enclosed are the results of analyses for samples received by our laboratory on 8/29/2024. Please feel free to contact me with any questions or considerations regarding this report. Sincerely, �1 ElementStation Manager For Aaron Young President Am Test Inc. Professional 13600 NE 126th Place Suite C Ana/ytica/ Kirkland,WA AWEMT (425)885-1664 L A 9 o R A T o R I E s Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] Reported Samples Lab ID Sample Matrix Qualifiers Date Sampled Date Received A24H0579-01 Waste water Sample Water 08/27/2024 08/29/2024 The contents of this report apply to the samples)analyzed in accordance with the chain of custody document. No duplication of this report 15 allowed,except in its entirety. Page 2 of 8 Am Test Inc. Profess/via/ 13600 NE 126th Place Suite C Analytical Kirkland,WA AWEMT (425)885-1664 L A 0 o R A T o R I E s Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] AMTEST Identification Number:A24HOS79-01 Client Identification:Waste water Sample Sampling Date: 08/27/24 07:00 Biochemical Oxygen Demand PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Biological Oxygen Demand(BOD) 520 mg/L 2 SM 5210B_2011 ]M 08/30/2024 Conventional Chemistry Parameters by APHA/EPA Methods PARAMETER RESULT UNITS Q D.L. METHOD ANALYST DATE Oil and Grease(HEM) 173 mg/L 5.00 EPA 1664A_1_1999 HV 09/05/2024 TPH(Polar) 165 mg/L 5.00 EPA 1664A_1_1999 HV 09/05/2024 TPH(Non-Polar) 8.76 mg/L 5.00 EPA 1664A_1_1999 HV 09/05/2024 Total Suspended Solids 765 mg/L 1 SM 2540 D BV 09/06/2024 The contents of this report apply to the samples)analyzed in accordance with the chain of custody document. No duplication of this report 15 allowed,except in its entirety. Page 3 of 8 Am Test Inc. Professional al 13600 NE 126th Place Suite C Ana/ytica/ Kirkland,WA 1"EST (425)885-1664 L A B O R A T O R I E S Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] Quality Control Biochemical Oxygen Demand Reporting Spike Source %REC RPD Analyte Result Qual Limit Units Level Result %REC Limits RPD Limit Batch: BBI0042-No Prep-WetChem Calibration Blank(BBI0042-CCBi) Prepared&Analyzed:08/30/24 Biological Oxygen Demand(BOD) 0 U mg/L Duplicate(BBI0042-DUPi) Source:A24HOS79-01 Prepared&Analyzed:08/30/24 Biological Oxygen Demand(BOD) 520 2 mg/L 520 0.2 25 Quality Control Conventional Chemistry Parameters by APHA/EPA Methods Reporting Spike Source %REC RPD Analyte Result Qual Limit Units Level Result %REC Limits RPD Limit Batch: BBI0002-No Prep-WetChem Calibration Blank(BBI0002-CCB1) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 0 u mg/L Calibration Blank(BBI0002-CCB2) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 1 mg/L Calibration Blank(BBI0002-CCB3) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 0 U mg/L Calibration Blank(BBI0002-CCB4) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 1 mg/L Calibration Blank(BBI0002-CCBS) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 2 mg/L Calibration Blank(BBI0002-CCB6) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 0 u mg/L Calibration Blank(BBI0002-CCB7) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 0 u mg/L Calibration Blank(BBI0002-CCBS) Prepared:09/03/24 Analyzed: 09/06/24 The contents of this report apply to the sample(s)analyzed in accordance with the chain of custody document. No duplication of this report is allowed,except in its entirety. Page 4 of 8 Am Test Inc. Professional al 13600 NE 126th Place Suite C Ana/ytica/ Kirkland,WA 1"EST (425)885-1664 L A B O R A T O R I E S Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] Quality Control (Continued) Conventional Chemistry Parameters by APHA/EPA Methods (Continued) Reporting Spike Source %REC RPD Analyte Result Qual Limit Units Level Result %REC Limits RPD Limit Batch: BBI0002-No Prep-WetChem (Continued) Calibration Blank(BBI0002-CCB8) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 0 U mg/L Calibration Check(BBI0002-CCV1) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 84 mg/L 100.0 84% 85-115% Calibration Check(BBI0002-CCV2) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 85 mg/L 100.0 85% 85-115% Calibration Check(BBI0002-CCV3) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 81 mg/L 100.0 81% 85-115% Calibration Check(BBI0002-CCV4) Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 89 mg/L 100.0 89% 85-115% Calibration Check(BBI0002-CCVS) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 81 mg/L 100.0 81% 85-115% Calibration Check(BBI0002-CCV6) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 86 mg/L 100.0 86% 85-115% Calibration Check(BBI0002-CCV7) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 83 mg/L 100.0 83% 85-115% Calibration Check(BBI0002-CCVS) Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 93 mg/L 100.0 93% 85-115% Duplicate(BBI0002-DUPl) Source:A24HO488-03 Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 2 1 mg/L 2 0 45 Duplicate(BBI0002-DUP2) Source:A24HOS16-04 Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 23 1 mg/L 21 9 45 Duplicate(BBI0002-DUP3) Source:A24HOS16-05 Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 1 1 mg/L 1 0 45 Duplicate(BBI0002-DUP4) Source:A24HOS43-05 Prepared:09/03/24 Analyzed: 09/05/24 The contents of this report apply to the sample(s)analyzed in accordance with the chain of custody document. No duplication of this report is allowed,except in its entirety. Page 5 of 8 Am Test Inc. Professional al 13600 NE 126th Place Suite C Ana/ytica/ Kirkland,WA 1"EST (425)885-1664 L A B O R A T O R I E S Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] Quality Control (Continued) Conventional Chemistry Parameters by APHA/EPA Methods (Continued) Reporting Spike Source %REC RPD Analyte Result Qual Limit Units Level Result %REC Limits RPD Limit Batch: BBI0002-No Prep-WetChem (Continued) Duplicate(BBI0002-DUP4) Source:A24H0S43-05 Prepared:09/03/24 Analyzed: 09/05/24 Total Suspended Solids 8 1 mg/L 6 29 45 Duplicate(BBI0002-DUPS) Source:A24H0S46-08 Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids ND u 1 mg/L NO 45 Duplicate(BBI0002-DUP6) Source:A24H0S90-02 Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids ND u 1 mg/L 2 45 Duplicate(BBI0002-DUP7) Source:A24H0605-08 Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids 305 1 mg/L 279 9 45 Duplicate(BBI0002-DUPS) Source:A24H0610-01 Prepared:09/03/24 Analyzed: 09/06/24 Total Suspended Solids ND u 1 mg/L NO 45 Batch: BBI0052-No Prep-WetChem Calibration Blank(BBI0052-CCB1) Prepared&Analyzed:09/05/24 Oil and Grease(HEM) 0 u mg/L TPH(Non-Polar) 0 u mg/L TPH(Polar) 0 U mg/L Calibration Check(BBI0052-CCV1) Prepared&Analyzed:09/05/24 Oil and Grease(HEM) 31.0 5.00 mg/L 40.00 78% 80-120% The contents of this report apply to the sample(s)analyzed in accordance with the chain of custody document. No duplication of this report is allowed,except in its entirety. Page 6 of 8 Am Test Inc. Professional 13600 NE 126th Place Suite C Ana/ytica/ Kirkland,WA AWEMT (425)885-1664 L A 9 o R A T o R I E s Services www.amtestlab.com ANALYSIS REPORT Date Received:08/29/24 Himalayan Dog Chew Date Reported:09/09/24 19817 74th Ave Arlington,WA 98223 Attention: Ajaypal Singh Project Name: Himalayan Dog Cew(Chem) Project#: [none] Notes and Definitions Item Definition Dry Sample results reported on a dry weight basis. ND Analyte NOT DETECTED at or above the reporting limit. RPD Relative Percent Difference %REC Percent Recovery Source Sample that was matrix spiked or duplicated. The contents of this report apply to the samples)analyzed in accordance with the chain of custody document. No duplication of this report 15 allowed,except in its entirety. Page 7 of 8 Ai -nTest Chain o Custody Record �Zr, �J 7`1 13600 NE 126`h PL,Suite C, Kirkland,WA 98034 l- A B A ti A : -a_-R -_E--s Ph(425)885-1664 Fx(425) 820-0245 www.amtestlab.com 5000 _ Chain of Custody No. Client Name & Address: Invoice To: J-1 .-y 6 141 zu Contact Person: A1 f Invoice Contact: ` i I' Phone No: q° 3 f PO Number: r £ Fax No: ( Invoice Ph/Fax: E-mail: Invoice E-mall: Report Delivery: (Choos -that-, pply} � Data posted to online account: YES / NO t Mail / Fax / Email J/ Posted Online Web Login ID; { Special Instructions: Requesl;,ed-T T: (Rush must be pre-approved by lab) _ Y-- (..Staridard* RUSH 5 Da / 3 Da 48 HR / 24 HR Temperature upon Receipt; Analysis Requested Project Number: a � E o i cn cn M u AmTest ID Client ID (35 characters max} dtf /`. 1 b) L ; ' � I Collected/Relinquished By: Dote Time Received By: Date Time 1 Relinquished By: Date Time Received By: Date Tine Relinquished By; Date Time Received By: Date Time COMMENTS; From: Caitlin Dwyer To: Samantha Bilveu;Suman Shrestha; Denis Bulanhaaui Cc: James Kelly; Katy Shores Bcc: Brian Lester;Charles Berberich;Sandy Boyd;CED Main Line; Kevin Olander Subject: RE: Meeting Summary Date: Monday,June 10,2024 2:57:00 PM Attachments: imaaeWluna imacae004.ona June 10, 2024 Hi Samantha, I hope this message finds you well.Thank you for your continued efforts to bring HDC's sanitary sewer discharges into compliance with City code,this is appreciated and important. Taking a look at the lab analyses done so far,while Total Suspended Solids (TSS) and Biochemical Oxygen Demand (BOD) are parameters of concern, another parameter of great concern is Fats, Oils and Grease (FOG).This parameter is a problem because of its affinity for itself; it finds other FOG particles in water, and they stick together. If enough of it sticks together,the result is a blocked sewer line. The cheese particles that remain after dry sanitation and are washed into floor drains, as well as the water from the manufacturing process that is going through the HDC treatment system, will find each other and stick to each other, causing a great potential for sewer line blockages and damage to City sewer pumps. For this reason,the City has in its Pre-Treatment code that no discharges of FOG to sanitary sewer are allowed that are greater than 100 mg/L.This is in City code and in the HDC Discharge Agreement.To ensure the HDC treatment system is providing mitigation for FOG in addition to BOD and TSS, please include this parameter in the lab testing that is being done. This is also a parameter that is part of the required testing in HDC's Discharge Agreement that is due twice per year. Additional updates are as follows: 1. Sampling. City crews gathered samples on Tuesday May 28,with the following results: Parameter Result(mg/L) City Limit(mg/L) BOD 540 250 Billing Class 3, 750 Class 4 TSS 252 250 Billing Class 3, 750 Class 4 FOG 7 100, all classes This sample was taken downstream of what appeared to be dilution water that was being added, so the actual number shall be much higher than those in the above table.The maximum allowable BOD and TSS concentration is 750 mg/L,which would fall under heavy industrial billing(Class 4). 1. Dilution:this is the 2nd notification to HDC that use of dilution to achieve compliance is prohibited.The first notification was sent to HDC on October 6, 2023. HDC is asked to cease the use of dilution water per city code: 13.36.110—Dilution. A user shall not increase the use of process water, or in any way attempt to dilute a discharge, as a partial or complete substitute for adequate treatment to achieve compliance with an applicable pretreatment standard or requirement unless expressly authorized by an applicable pretreatment standard or requirement.The director may impose mass limitations on users which he/she believes may be using dilution to meet applicable pretreatment standards or requirements or in other cases when the imposition of mass limitations is appropriate. (Ord. No. 2011-008, § 1, 3-7-2011) 2. Grease waste interceptor: Given that the nature of this business is not packaging-only, as was originally presented, and that water is used in the manufacturing process, and is used to wash down equipment, it is time to plan for installation of one of these devices. City code 13.36.140 requires all buildings with floor drains to have a grease interceptor: Waste Discharge Requirements. 1. Waste discharge from fixtures and equipment in establishments that may contain grease, including but not limited to scullery sinks, pot and pan sinks,vent hood drains, dishwashing machines, soup kettles and floor drains located in areas where grease containing materials may exist, may be drained into the sanitary sewer system only after such discharges are pretreated in an approved grease waste interceptor in accordance with this section. Please consult a professional engineer to assist you with this effort, and apply for the required permits through the Community and Economic Development(CED) department within 90 calendar days.The CED contact info is ced(cbarlingtonwa.gov and 360-403-3551. Again,thank you for your diligence in addressing HDC waste discharge issues. Please reach out to me if you have questions about this important work to ensure the safety and integrity of City sanitary sewer service for this area. I would be happy to set up another meeting if you would like some additional guidance. Thank you, Caitlin Caitlin D.Dwyer Utilities Manager City of Arlington (360)403-3540 From: Samantha Bilyeu <sbilyeu@primalpetgroup.com> Sent:Tuesday, April 2, 2024 1:34 PM To: Caitlin Dwyer<cdwyer@arlingtonwa.gov>; Suman Shrestha <shrestha@primalpetgroup.com>; Denis Bulanhagui <dbulanhagui@primalpetgroup.com> Cc:James Kelly<jkelly@arlingtonwa.gov>; Katy Shores<kshores@arlingtonwa.gov> Subject: RE: Meeting Summary This message is from an External Sender This message came from outside the City of Arlington Good Morning Caitlin, I hope your week is off to a great start. Throughout the day we practice dry sanitization and vacuuming solids,thus trying to use as little water as possible. Swing shift starts at 3pm daily and that shift starts dry cleaning around 8:30pm;we do dry sanitization (first removing solids to waste bin) and then begin to hose off our equipment around 9:30pm. If our treated water containers need to be filtered and dumped,we would do this around that same evening time as well. So during the evening hours that you are seeing on your trend would be the time of the day with the highest amount of contamination and the best time to do testing. From: Caitlin Dwyer<cdwyerParlingtonwa.gov> Sent:Thursday, March 28, 2024 1:21 PM To: Samantha Bilyeu <sbilyeu(cDprimalpetgroup.com>; Suman Shrestha <shrestha ftrimalpetgroup.com>; Denis Bulanhagui <dbulanhagui ftrimalpetgroup.com> Cc:James Kelly<ikelly(@arlingtonwa.gov>; Katy Shores<kshores(@arlingtonwa.gov> Subject: RE: Meeting Summary CAUTION:This email originated from outside of the organization. Received,thank you Samantha. The City is conducting flow monitoring in an attempt to find when we can do our sampling, and is findingthe discharges are mostly being done in a slug-load style around 10pm.Would HDC provide an explanation for the slug-load style of discharge and for the time of day it's being done please—thanks very much. Respectfully, Caitlin N V 5 August 14, 2025 City of Arlington, Washington James Kelly, Public Works Director Caitlin Dwyer, Utilities Manager Re: Himalayan Dog Chew(HDC) Pretreatment Report Comments (DA02M-2022-01, Permit#6395) Dated June 16th, 2025 James and Caitlin, We have reviewed your comments noted above and have the following responses after discussion with Himalayan (HDC). Please consider them and let us know if you have additional items to resolve. All item #s are per your letter, for convenience: 1. Executive Summary(ES) Items#1-3: Updated the report based on (5) additional samples taken from late 2024 through may 2025. All samples show City Billing Class IV compliance (<750 mg/L BOD &TSS, <100 mg/L FOG) and all but one show City Billing Class III compliance - on 2/28/2025 the TSS was 368 mg/L. 2. ES: See testing comments above. Since all results show lower TSS/FOG than the original design basis testing, we have not made changes to the designed interceptors. 3. ES: We believe all methods of process wastewater treatment in place (e.g. coagulation/flocculation and flocc removal, sweeping etc) or proposed (solids and FOG interception are described. Responses to specific additional details for those processes are discussed below. 4. Section 1: A numbered narrative to accompany the process flow diagram has been added as Section 1.2. 5. Section 1: System and floor washdown added/clarified on diagram. 6. Section 2.0: as per the referenced section and the drawings,the solids interceptor is not the same as the grease interceptor; grease interceptors do have solids holding capacity but a dedicated solids interceptor was added to address the higher level of settled solids (relative to FOG)found during separation testing. 7. Section 2.1: HDC obtained product analysis from IEH laboratory for their products, which has been included in the report. Note that the results confirm that protein remains the dominant component and crude fat is very minor; on that basis we made no changes to design. 525 Columbia St SW I Olympia,WA 98501 1 www.NV5.com I Office 949.419.3030 8. Section 2.2: For product make, model, and specifications see permit drawings sheet P7.01 in the appendix. 9. Section 2.2: Grease interceptors are considered to be 90% effective on FOG.' Based on the predominance of solids expected to settle and the provision of a solids interceptor, we expect a similar removal rate for TSS, well more than the removal required to meet City Billing Class III concentrations. We have clarified this in the report. 10.Section 3: Whey water pH adjustments (NaOH) including dosing rate have been added in this section, from site wastewater treatment logs. See new Section 1.2 for discussion. 11.Section 3: Whey water FeS03 dosing rate and product form have been added in this section. H2O2 is not used. See new Section 1.2 for discussion. 12.Section 3: See new Section 1.2 for discussion. 13.Whey water coagulation/flocculation and flocc removal occurs prior to the grease and solids interceptors, in their own separate vessels. We added a clarifying note in the report. Respectfully, Kyle Kisebach, P.E. Chief Mechanical Engineer 'U.S. EPA, Onsite Wastewater Treatment and Disposal Systems Design Manual, EPA 625/1-80-012 NV5 October 29,2025 PRIMAL PET GROUP PRE-TREATMENT CONTROLS PLAN & SYSTEM ANALYSIS REPORT Prepared For: KISEB c PRIMAL PET GROUP—HIMALAYAN DOG CHEW t� Hoonseo Hwang 19817 7411 Avenue Arlington,WA.98223 "� r 46078q� O� F-is �SSIONALE��l n. El 0 " vwwNv r evv aM =fit I to TABLE OF CONTENTS 1.0 WASTEWATER STREAM FLOWS 4 1.1 DIAGRAM 4 1.2 DIAGRAM NARRATIVE 5 2.0 CHEESE PARTICLE TREATMENT 10 2.1 PRODUCT ANALYSIS 10 2.2 SYSTEM DESIGN 11 2.3 SYSTEM MAINTENANCE 12 3.0 WHEY WATER TREATMENT 13 3.1 PRODUCT ANALYSIS 13 3.2 STANDARD OPERATING PROCEDURES(SOP) 13 4.0 DIRECT DIGITAL CONTROLS 14 4.1 SCOPE OF WORK 14 4.2 SEQUENCES OF OPERATION 15 4.3 DATA COLLECTION AND TRANSMIT CRITERIA 16 4.4 INPUT-OUTPUT(10)TABLE 17 APPENDICES: 1. Permit drawings (NV5)for solids and grease interception, Revision 1, dated 2025-04-09 2. Standard Operating Procedures: a. Whey Wastewater Handling Instructions, Document HPS-WI-0002 Revision 4 dated 7/14/2025 b. Dry Cleaning and Sanitizing Step-by-Step, Document HPS-WI-1005 Revision 1 dated 8/18/2024 3. Pretreatment product data sheets EXECUTIVE SUMMARY This report summarizes the executed and in-progress plans to reduce biological oxygen demand (BOD) and total suspended solids (TSS) in the process water effluent at the Himalayan Dog Chew, LLC (HDC) plant at 19817 74th Ave NE, Arlington WA 98223. As noted in the City of Arlington (COA) email dated June 10,2024, city crews measured: 1. Facility sewer effluent biological oxygen demand (BOD) levels are 540 mg/L and are required to be below 750 mg/L(billing Class 4). Reduction to below 250 (Class 3) is desirable. 2. Facility sewer effluent total suspended solids (TSS) levels are 252 mg/L and are required to be below 750 mg/L (billing Class 4) Reduction to below 250 (Class 3) is desirable. 3. Facility sewer effluent fats, oils, and grease (FOG) levels are 7 mg/L and are required to be below 100 mg/L. Since the above samples, several more wastewater sample analyses starting October 2024 show BOD, TSS, and FOG being further reduced by the upgraded standard operating procedures. All results within Class IV and not far above Class III standards before any solids or FOG interception: Himalayan Sewer/Effluent Test Results Note:All units in mg/L UNO Class IV Limits--> 750 750 100 Class III Limits--> 250 250 100 Date Lab Sample Location BOD TSS FOG/HEM Note 6/18/20241EH Drain 3580 1100 8/27/2024 Amtest Wastewater 520 765 173 While cleaning all floor machines 9/16/2024 Amtest Wastewater 840 423 8 While cleaning all floor machines 10/25/2024 Amtest Wastewater 47.1 While cleaning all floor machines 1/20/2025 Amtest Wastewater 4 6 While cleaning all floor machines 2/28/2025 Amtest Wastewater 250 368 Not Detected While cleaning all floor machines 3/28/2025 Amtest Wastewater 251 Not Detected While cleaning all floor machines 5/8/2025 Amtest Wastewater 8 146 Not Detected While cleaning all floor machines COA required (per the above noted email)that HDC install a grease interceptor as a minimum requirement per COA code 13.36.140 (all buildings with floor drains to have a grease interceptor). Ignoring the contributions of typical restroom and break room sewage at the plant, the known sources of process-based BOD, TSS, and FOG are: 1. Cheese particles, a byproduct of extruding and otherwise forming pre-purchased and on-site produced cheeses into final product. Particles fall on the floor and can be minimized or removed to a great extent. 2. Whey water, as a byproduct of an on-site cheese making batch process. The current practice and/or plans include: 1. Cheese particles are carefully dry-swept off the floor and/or gathered in strainers at the outlet of each trench drain, for physical to minimize them in the sewer piping, Any remaining TSS with BOD & FOG contributions are then pumped separate from the restroom & other blackwater sources to a solids 3 interceptor and then a grease interceptor before discharge in the municipal sewer. There is no bypass around this treatment. 2. Whey water is collected in totes and given a pH reducing hydrogen peroxide dose, then pretreated via coagulation and flocculation. Solid flocs are disposed of in solid waste. Thus-treated water with any remaining TSS/BOD/FOG is then discharged into the same trench drain system as the cheese particles for additional solids & grease interceptor treatment. The above treatments are expected to reduce TSS and therefore BOD further below COA-specific requirements. 1.0 WASTEWATER STREAM FLOWS Wastewater flows are shown below. Note that this is been updated for best practices several times since the 2024 notices from the City of Arlington. 1.1 Diagram HIMALAYAN DOG CHEW,LLC.19817 74"AVE NE,ARLINGTON,WA,98223 WASTEWATER STREAM DESCRIPTION AND FLOW COOKING FLOOR COOLING water 108GPD EXTRUDER PROCESS 18 HOURS A DAYX 2 GAL PER HOUR X 3 MACHINES GPD=GALLON PER DAY 1 WASH DOWN WATER 36ODGPD Dry Cleaning GPH=GALLON PER HOUR -PER M INUTESX 30 MINUTESX 3 MACHINES + Portable Grease Z CHEESE SLAB WASH DOWN WATER 2ODGPD trap bath CUTTING PROCESS 1TIMESA DAY 150 EMPLOYEE X 4 TIMES HANDWASH X 6 BATH=1,20DGPD CHEW BRANCHING PROCESSING WATER 1440GPD 7 Inorganic,Cation 3 PROCESS 6 TUM BLER X 6GAL X 4 TIM ES PER HOUR X SHOURS Co ulation ocess DOMESTIC COOLERS CONDENSATE WATER250GPD pH adjustment 4 DEHUMIDIFIERS Coder 15 gal x3 ul Ferric Sul phate TCNLEr Dehumidifiers 50PINTS X40 MAC HINES I D LUNCHROOM rj BOILER Blowdown 2 timesaweek 1OD-20DGal WHEY WATER SINK TREATMENT CONTAINEF CHESSE VAT PROCESS 18ATCHX100 GALX5-30 TIMESA DAY <o..4sw.3tn MM245(1, " HANDWASH 6 5Gal x 7 buckets x 10Times=350Ga1 range 110pH-110pH STATION AIMED MAX BOD:750,C/L AIMED MAS TSS 750mg/L AIMED MAX FOG:100mg/L ........ Rar5e:6 cpFi`B: H ......••O •........ IlmotmldWW • TEDWASTEWATER 'MAX:9,000GPD EarthWorkSolution Septicservie 3i°party 9 10 MAIN FLUMETRENCH Fir astwaste pit rease interceptor Hold capacity 150Ga CITY SEWER 1'X 4'SLOTTEDTRENCH Submersible pump Solids interceptor UNDERGROUND ALL 4"ABS PIPING 50GPM 25TDH Hold capacity 160Ga 1HP MAX:10,200GPD MAX:2,5DO GP H Project AREA AVERAGE:9,500GPD AVERAGE:500GPH 4 1.2 Diagram Narrative Numbered list items below correspond to the numbers on the diagram above. All descriptions and volumes are give by the facility's people familiar with the processes. 1. Extruder Lines 1, 2, &3 a. Schedule: Three extrusion machines operate 18 hours a day on a 4-day workweek, following a 10-hour, 2- shift schedule. b. Normal operation: During normal operation, each machine uses about 2 gallons of cooling water per hour. c. Cleaning: At the end of the day, they undergo a dry sanitizing procedure.Afterward, each machine is cleaned with sanitizer and a scrubber,then rinsed with water. A 3/4" hose tap is used for rinsing, requiring one line for d. 30 minutes at approximately 40 gallons per minute for all three machines. All utensils are cleaned in a bath with a portable grease trap to prevent debris from entering the trench. e. Testing: Since March 28, 2025 senior operators on all extrusion machines have been continuously logging and managing waste powder(fines) and solid waste generation. Between July 7 and July 10 (4 days), we temporarily blocked the terminal trench and screened out settled residues; the wet solids recovered and weighed from the trench averaged under 0.4 lb per day. Based on this 4-day study and a 20-day operating month (4 days/week x 4 weeks), we estimate on the order of—10 lb per month of residual debris/solid waste originating from the cooking floor. f. Water Usage: Water/ Days/ Gal/ Gal/ Process Rate Duration Machine Machines Week Day Week (gal) Cooling 2 GPH 18 hrs 36 3 4 108 432 End-of- day 40 GPM 30 min 1,200 3 4 3,600 14,400 rinse Grand Total 3,708 14,832 2. Cheese Slab Cutting Process a. Overview: This process entails cutting cow's milk cheese slabs or house-made cheese slabs into sizes tailored for sales. It runs for 10 hours per shift, four days a week. b. Cleaning: At the end of the day, the cleaning routine includes dry cleaning procedures, afterward, wiping all equipment with sanitizer, soap, and water,followed by rinsing with water from a 1/2" hose. Approximately 5 20 gallons per minute are used for about 10 minutes during this rinse. All utensils will be cleaned in a bath with a portable grease trap to prevent debris from entering the trench. c. Water Usage: Water/ Days/ Gal/ Gal/ Process Rate Duration Machine Machines Week Day Week (gal) End-of- day 20 GPM 10 min 200 1 4 200 800 rinse Grand Total 200 800 3. Chew Branching Process a. Overview: The process involves tumbling yak chew products imported from Nepal. b. Schedule: This occurs 4 days per week with (1) 10 hour shift per day. c. Cleaning: Uses (6) 6-gal commercial tumblers for about 20 minutes to remove dark spots on the surface. This is typically done when the containers arrive with high moisture during the import season, which runs from March to May. Water/ Days/ Gal/ Gal/ Process Rate Duration Machine Machines Week Day Week (gal) End-of- day 24 GPH 10 hrs 240 6 4 1,440 5,760 rinse Grand Total 1,440 1 5,7 00 4. Cooler and Dehumidifiers a. Schedule: These machines operate 24/7 year-round. b. Water Usage: The condensation produced during cooler defrosting is estimated at 15 gallons, while the condensation from the 50-pint, 40 dehumidifiers is estimated at 200 gallons per day. Water/ Days/ Gal/ Gal/ Process Rate Duration Machine Machines Week Day Week (gal) Coolers 15 GPD 1 day 15 3 7 45 315 Eu id. 5 GPD 1 day 5 40 7 200 1,400 Grand Total 245 1,715 6 5. Boiler(low pressure) a. Overview: The boiler operates year-round, 24/7, producing low-pressure steam powered by natural gas for heat exchange in the cheese vat and chew branching process. b. Water Usage: It discharges water irregularly, ranging from 100 to 200 gallons per blowdown, as required by the third-party service provider overseeing quality. Water/ Days/ Gal/ Gal/ Process Rate Duration Machine Machines Week Day Week (gal) Boiler 200 GPD 1 day 200 1 2 200 400 Grand Total 200 400 6. Cheese Vat Process a. Overview: This is a process of finely crushing and reforming cracked or broken pieces of non-standard-sized yak and cow's-milk cheese products that occur during production, using hot water to create in-house cheese slabs. b. Wastewater Production: In this process, seven 5-gallon buckets of whey wastewater are collected per batch and stored in a dedicated whey-wastewater container. c. Cleaning: All utensils will be cleaned in a bath with a portable grease trap to prevent debris from entering the trench. d. Pretreatment: For details, see Section 3.0-Whey Water Treatment. The collected whey stream is treated on site and then discharged to the City sewer once per day in compliance with City requirements for BOD, TSS, and FOG. e. Testing: One sample per month is collected and submitted to a certified laboratory, and results are logged. After city-required grease interceptor is installed, routine compliance samples will be taken from the exterior sample box. f. Environmental: In parallel, we are working with local farms to enable productive, beneficial reuse of this whey wastewater content with the goal of maximizing reuse and reducing discharge to the City sewer. g. Solids Flows: Between July 7 and July 10, 2025,the wet sludge captured after discharge and placed in the solid-waste bin averaged approximately 2.8 lb per production day. Assuming 20 operating days per month, this projects to about 56 lb/month (�60 lb) of separated solids diverted to solid waste. The wastewater and recovered solids are composed primarily of fines from yak cheese and standard cow's-milk cheese slab breakage; as indicated in the attached laboratory results. Protein accounts for more than 55% of the analyzed composition, with all other non-water constituents present only in minor amounts. 7 Transfer Bucket per Wastewater Batches/ Days/ Gal/ Gal/ Process Volume Batch gal/batch day Week Day Week Cheese 5 Gal/ 7 bucket/ 35 10 4 350 1,400 Vat bucket batch Grand Total 350 1 1,400 7. Whey Wastewater Pre-Treatment a. Overview:the process coagulates and then flocculates BOD containing suspended solids, after which the solids are removed from the wastewater. b. The process starts by raising the pH to ~12.0 with the pH-adjustment solution Veolia ADJ5050 in a 275- gallon tote that's -80-89%full (;z�220-245 gallons) of whey wastewater from the cheese-vat process. c. Next, liquid ferric sulfate (Veolia IC1187) is added at-2,000 ppm—approximately 65 fl oz for 245 gallons (;z58 fl oz for 220 gallons)to induce coagulation. d. After mixing 1-2 hours is allowed for settling. e. pH is adjusted for the clarified upper layer(supernatant)to 5.0-8.0 using Veolia MPH5000, f. The remaining solution is then discharged to the trench drain with a siphon pump. g. A log of operations taken recently is in the following table. See appendix for the above products' information (MSDS). 8 ` Himalayan Pet Supply _y Waste Water Treatment Log Form-QA-1022 ote of sample pH Reading pH Rwdint; I.A.1,of Wha Aerated Stan Initials of Who Data and lime call—d!for 3rd. fAnbiner NaOH Feio4 Date THwe Ilrom cheese vatl (W;'a' nt) Added the lime EmDtled the Con or Party tali Hn. S df Amount Added Amount Addetl ( (a-u) cn•m<ah (Alin,a hours) contaater tmDHaa Test ROD,tss,Foc Date Time 1 o V 2 I - I•Ly- 4- '0 i t 01D S 44D 02 J Ca y6 R < z r. cn 1:55 'L Itoo q2oz Vi *1 ORA z-e'rZC 2 L 411l e DrA kr(fie"2 .�JV _ D aYgaz r6t 0. r; rzU of l 1 -1 Qbnl 2 .7 YZ a1 / ;�_r r _ 4 `. C' -t J 2-2 aT I f 12, 1 J -2 S _4� 25 M f i 0 az _q�r 6 dflow, c S*-2s I r e D �•' atn _ Ir 7 pL -2C -b195 -/3- 00Q -- ath ,4 LO LI q >: 06Ib 2$7 8. Trench Drain a. Overview: All process wastewater is collected by a floor trench drain (flume) system totaling approximately 560 ft across the facility. b. Construction: The system consists of multiple runs, the longest continuous run being about 110 ft. The trench has a maximum longitudinal slope of 0.75%and is covered with slot grating(7/16 in x 5 in openings). c. Screening: Before flow enters the under-slab pipeline and the precast sump pits (to be installed), it passes two debris screens: (1)the slot grating and (2) a 1/8-in perforated screen. 9. Pre-Cast Waste Pit a. Overview:All cooking-floor wastewater drains to a precast waste pit(sump). A submersible pump with automatic level control (50 GPM at 27 ft TDH) conveys the flow to an external solids interceptor and then to a solids interceptor followed by a grease interceptor. The system fully isolates the existing sanitary sewer—only the building's domestic usage (toilet, kitchen sink etc) drainage remains connected to the original line.All discharge piping is 2-in stainless steel. A spare pump motor is included. b. Operational note: Cooking processes are intermittent; flow is not constant. The waste pit provides short-term equalization, and the pump cycles on demand to handle surges. 9 10.Solids and Grease Interceptors a. On project completion, all process wastewater is conveyed via a 2-in pipeline to a 100-gal (holding capacity) solids interceptor and a 150-gal capacity grease interceptor, then through a sampling port before discharge to the city sewer. b. Maintenance: Pump-out service is anticipated every one to two months given the extensive pre-cleaning process. During the first three months after startup,the system will be inspected weekly to monitor accumulation and fine-tune the service interval. For winter operation, lines and equipment will be insulated and fitted with heating elements to ensure reliable discharge. 2.0 CHEESE PARTICLE TREATMENT As discussed above, cheese particles will be diverted through a gravity solids interceptor and then through a gravity grease interceptor, per the attached permit drawings. 2.1 Product Analysis HDC uses mainly pre-purchased cheeses similar to common human-consumed cheeses. As part of the system selection, we evaluated two common cheeses as follows: 1. Researched cheese constituents and their BOD potentials per the USDA Food Nutrient Database. 2. Blended 5 mg samples of medium-water cheeses (cheddar, mozzarella, parmesan) in 500 mg room-temp domestic water(similar to washdown water, pH = 8.0, TDS = 80 PPM). 3. Settled the mixture for 30 minutes, similar to the dwell time of a gravity separator. 4. Skimmed, dried, and weighted risen FOG, and decanted, dried and weight settled TSS. ` a. Only roughly 2% of the cheese rose as FOG. More than 60%settled, suggesting a removal rate of over half in a gravity solids separator. 5. Re-agitated and re-measured the solution at 4 hours. pH and TDS were essentially unchanged, while additional settling occurred. In essence, the product is almost entirely insoluble thus a two-part(solids separator+ grease separator) should be effective, with the solids separation handling the majority of the product TSS and its BOD. Actual HDC product analysis showed that protein is the dominant component(58-44%) with moisture (11- 32%) and ash (4-6%) being greater than crude fat(<2%). On that basis we expect solids interception to achieve the majority of BOD removal, and at a removal rate >50%to yield City Billing Class III levels or better. 10 64P: CERTIFICATE OF ANALYSIS IEH Laboratories&Consulting Group 00 1 E H HIMALAYAN CORPORATION IEH-Warren Analytical Laboratory Laboratories& ContacDJoleneDorsey 6500St. \'0 Consulting Group 19817 74TH AVE,NE Greeley,CO8W31 ARLINGTON,WA 98223 Phone:970475-0252 Fax:970-475-0280 Fhone:o:425.322.4295 x237 Fax:t:206.632.0177 www.ichinc.com/www.warrenlab.com TRADE SECRET I CONFIDENTIAL COMMERCIAL INFORMATION WO:2509907 Rec.Date: 7/11/2025 13:23 Report Date:7/23/2025 Report No:WAL-286321 Sample# Call Date Type Desc Ash(°k) Crude Fat(%) Crude Fiber(°k) Disture(Air Oven) Protein(%) M) 25CH-2509907-6 7/10/2025 Product 1.7900 4.21 <0.5 1.1 32.48 58.13 5070 HHSM06251000(HH SMALL 25CH-2509907-6 7/10/2025 Product 2.7901 5.50 <0.5 <0.5 11.17 74.09 5071 HHMED05251005(HH MEDIUM 25CH-2509907-6 7/10/2025 Product 3.7902 5.68 <0.5 <0.5 12.84 74.27 5072 HHLGO5251004(HH LARGE 25CH-2509907-6 7110/2025 Product .7903 HHXL052510 5.29 <0.5 <0.5 15.26 71.22 5073 HH X-LARGE Test Method:Ash=Ash AOAC 920.153(standard),Crude Fat=Crude Fat AOCS AM 5-04(ANKOM),Crude Fiber=Crude Fiber AOAC 978.10.Moisture(Air Oven)=Moisture(Air Oven)AOAC 950.46,Protein=Protein AOAC 990.031992.231992.15(LECO) UNLESS OTHERWISE NOTED,ALL SAMPLES WERE RECEIVED IN ACCEPTABLE CONDITION.THE RESULT(S)IN THIS REPORT RELATE ONLY TO THE PORTION OF THE SAMPLE(S)TESTED.THIS REPORT DOES NOT CONSTITUTE A RELEASE OF PRODUCT FOR CONSUMPTION THIS REPORT SHALL NOT BE REPRODUCED EXCEPT IN FULL,WITHOUT WRITTEN APPROVAL OF THE LABORATORY, THIS DOCUMENT CONTAINS CONFIDENTIAL COMMERCIAL INFORMATION PURSUANT TO 5 U.S.C.SEC.552(bN4) ffyy� THIS RMWCONTAMS DATAAM9O®NlOM RMRT#WAL-a I35 Authorized Analyst:Elizabeth Forsyth Wednesday.Jul 23202513:34:12 Page 1 Of 1 Figure 1:Product Analysis Results 2.2 System Design See the included permit drawings (sample plan view below). The designed system uses a sump pump to divert all product-related effluents to a solids interceptor,then a grease interceptor, and then a sample box.The maximum flow anticipated is 50 gallons per minute (GPM), based on 1. The maximum floor cleaning(for cheese particles) of(4) 7.5 GPM hoses for 30 GPM, or 2. The maximum discharge event from totes is personnel controlled to an average or 40 GPM with a possible short-period flow of 50 GPM. Despite this limiting flow expectation, the selected interceptors are capable of intermittent flows much higher(150 GPM). This is because they were sized for greater holding capacity for facility convenience in longer cleanout periods. For product make, model, and specifications see permit drawings in the appendix. 11 3"- --2.5"V--� SE �Qy� �---- -- I E_-4.49' 14 SEWAGE � I FFE=126.00'ASL i A EJECTOR I IE_-4.63' IE_-5.50' (�) ® CO I E=120.36'ASL I —6"SS(E) @0 2% OPE BOF @-1.50' — t @ 1%SLOPE I I 1 II I SAMPLE BOX (TYP' N INCH = TR.ENCH DRAIN(E)=I— )_—_= I GREASE 1—� INTERCEPTOR II I 3�j R _I Ir t SOLIDS cl INTERCEPTOR Co 1 I t II CO s u u u 1 Figure 2:Sample of Interceptor Design Grease interceptors are generally considered to be 90% effective on FOG.' Based on the predominance of solids expected to settle and the provision of a solids interceptor, we expect a similar removal rate for TSS, well more than the removal required to meet City Billing Class III concentrations. System maintenance is expected to include up to weekly removal of solids with less frequent removal of grease, based on the measured TSS/BOD and flows. This maintenance schedule will be refined over operation time. Tests will include BOD &TSS measurements over a maintenance cycle to determine normal trap loading and to operate without significant risk of filling the system to the point of settleable FOG or TSS bypass. A sample test is provided below. Himalayan Pet Supply Wastewater Treatment Log � _�``11 Form-QA-1022 . i I' Date of Sample Container NaOH pH Reading FeSo4 Initials of Who Aerated Start Initials of Who Date and Time collected for 3rd- Date Time No. Amount Added (8-11) Amount Added Added the Time Emptied the Container got Party Lab Chemicals (Min.12 hours) Container Emptied Test BOD,TSS,FOG Date Time 'U.S. EPA, Onsite Wastewater Treatment and Disposal Systems Design Manual, EPA 625/1-80-012 12 3.0 Whey Water Treatment As discussed above, whey water previously not effectively treated is now pH treated and then effectively coagulated/flocculated and the resulting flocs removed and disposed in solid waste or to local farm use. Note that this coagulation/flocculation and removal occurs prior to the grease and solids interceptors. The vessels used are different than these interceptors. 3.1 rruu= Analysis Whey water as a byproduct of cheese manufacture carries lactose and proteins each with significant BOD and chemical oxygen demand (COD) loads. Coagulation with pH correction and FeSO4 has been shown to BOD & COD removal rates in the range of 43-67%2. HDC has tested several products and found a dosage of 2000 ppm of Veolia Ferric IC1187 to be most effective, reducing turbidity by >90%. Ferric(IC1187) With the cheese in production expected to be typical,the use of the pH corrected FeSO4 coagulation and flocculation/removal is expected to reduce a roughly 540 mg/L BOD down to <300 mg/L and possibly lower with a commensurate reduction in TSS. Solids and grease interception will then catch additional un-removed flocs. ? Stanclarrl Or pratinrF Prt7cPrlurP_-; (SOP) HDC has issued and periodically updated their SOP based on practice and testing on the actual product over the preceding months. This SOP document titled "HPS-WI-0002 Wastewater Handling Instructions in its current Revision 4 dated 5/27/2025 2 Carvalho, F.; Prazeres,A.; Rivas,J. 2013. Effect of alkali agents in the pre-treatment of cheese whey wastewater by coagulation-flocculation processes.Science of the Total Environment 2013 Feb 15:445-446:385-96). Date accessed: 2024-07- 18];Volumes 445-446 13 EXECUTIVE SUMMARY Primal Pet Group's Himalayan Dog Chew (HDC) division (the Client) is required to implement a controls strategy to achieve compliance with the City of Arlington, WA, which mandates wastewater pretreatment tracking and flow control. To support this effort, the Client has engaged NV5 to provide controls engineering design services. This document outlines the project scope of work(SOW) and the corresponding Sequence of Operations(SOO) that will guide implementation of the proposed control strategy.The intent is to ensure reliable pretreatment monitoring and discharge management in full alignment with municipal compliance requirements. 4.0 Direct Digital Controls This project provides a BMS Direct Digital Control (DDC)solution for managing the process wastewater pump and ensuring compliance with system and regulatory discharge requirements. The Client shall implement a controls strategy to achieve compliance with the City of Arlington, WA, which requires wastewater pretreatment tracking and flow control. The following sections define the Scope of Work (SOW), Sequence of Operations (SOO), Data Collection and Transmit Criteria, and Input-Output(10)Table for the proposed control strategy. The system shall provide reliable pretreatment monitoring and discharge management to ensure full compliance with municipal requirements. 4.1 SCOPE OF WORK SYSTEM DESCRIPTION The proposed system shall consist of a BMS DDC-based control platform designed to monitor and manage the Client's process wastewater discharge. The system shall interface with level sensors, pump controls, and alarm devices to regulate pump operation in accordance with the grease interceptor's hourly capacity and the municipality's daily discharge limitations. Control logic shall include runtime restrictions, level-based safeguards, alarm annunciation, and data trending.The system shall also provide a web-based operator interface, automated reporting, and maintenance logging functions to support compliance with the City of Arlington pretreatment requirements. OBJECTIVES • Limit pump operation to maintain flow within the grease interceptor's 400 GPH capacity. • Ensure daily water discharge remains below the 9,000 GPD maximum, with a target of 7,000 GPD. • Provide reliable level monitoring,alarms, interlocks,and protective shutdowns. • Enable data tracking,trending,and reporting for compliance and operational visibility. 14 CONTROL STRATEGY • Runtime Limitation: Pump operation restricted to approximately 6.5-7 minutes per hour, distributed in time-dosed cycles. • Level Monitoring: Low level prevents dry-run, high level allows priority discharge within limits, and high-high level triggers alarms and hold conditions. • Protective Interlocks: Failures, overloads, and daily near-limit conditions generate alarms with escalation protocols. • Maintenance Alerts (Option 1):Time and condition-based reminders logged through the HMI with staff acknowledgment. SYSTEM FEATURE • A local HMI and/or Web browser-based HMI for operations and monitoring. • Local horn and strobe alarms with email/SMS notifications. • Data collection and export in CSV/SQL formats. • Trend logging by change-of-value(COV)and fixed intervals(30s to 15min). • Data holding capacity for one year's worth of historical trend data. • Operator dashboard displaying hourly runtime remaining, daily usage, and percent of daily cap • (Option 1): Initiate and track system maintenance. This control approach ensures compliance with discharge limitations, safeguards pump and interceptor operation, and provides facility staff with precise monitoring, alerting, and reporting capabilities in a standardized BMS platform. 4.2 1EQUENCt,-3 ur OPERAYiuiv 1.1. General:The BMS DDC shall control a single submersible wastewater pump to comply with the grease interceptor's hydraulic limit(400 GPH) and the site's daily discharge maximum (9,000 GPD). Manual operation shall not bypass the hourly runtime limitation. 1.2. Normal Time-Dosed Control: The pump shall be limited to 7 minutes of accumulated ON time per hour. Runtime is distributed in -100-105 second cycles every 15 minutes, ensuring hourly flow<_400 GPH. 1.3. Enable Conditions: The pump shall enable when HOA=Auto, High Level switch active, Low Level switch inactive, runtime remaining>0, no hold, and no fail condition present. 1.4. Level Safeguards: Low Level: Pump disabled, Dry-Run Alarm generated if commanded to run. 1.4.1. High Level: Priority discharge allowed but still limited by runtime/hour cap. 1.4.2. High-High Level: Alarm generated, horn and strobe activated, email/SMS notification sent, pump locked out for 1 hour if runtime already exceeded. 1.5. Hour Boundary Behavior: At each hour rollover, runtime resets, hold clears, and dosing 15 resumes if conditions require. 1.6. Daily Totals& Limits: Daily totals shall be estimated and reset at midnight. Advisory alarm at 80%of daily cap (7,200 gal), Near-Limit alarm at 95% (8,550 gal). Goal tracking displayed on HMI (7,000 GPD target). 1.7. Hand/Off/Auto: 1.7.1. Off: Pump disabled. No run command issued. 1.7.2. Auto: Full logic enabled as described above. 1.7.3. Hand: Local start possible, but still bound by runtime limit. Note: This shall require additional interlock wiring, which is not typically found in a pump starter with HOA capabilities. 1.8. Alarms & Interlocks: High-High, Dry-Run, Fail, and Near-Limit alarms activate horn, strobe, and notifications. Horn silence acknowledged locally;strobe remains until alarm clears. 1.9. (Optional) Maintenance Alerts:Time/condition reminders generated for inspections, with staff acknowledgment logged via HMI. 4.3 DA I A GOLLEC I ION AND I KANSMIT CRITERIA 1.1. Collection &Storage:Track points by COV or interval (30s for statuses, 1 min for runtimes, 5 min for volumes, 15 min for rollups). 1.2. Rollups: Hourly logs record runtime,volume, alarms, and hold status; daily logs summarize totals, anomalies, and maintenance records. 1.3. Dashboards: Real-time displays include'Runtime Remaining This Hour,"Gallons Today vs Goal,' and '%of Daily Cap.' 1.4. Export: Data exported in CSV/SQL formats with hourly and daily rollups. File naming convention: HDC_WW_Pump_{YYYYMMDD_HH).csv. 1.5. Alarms:Alarms shall be transmitted via horn,strobe, and notifications. Unacknowledged alarms escalate. 1.6. Security&Audit:All setpoint edits logged with user,timestamp, old/new values. 1.7. (Optional) Maintenance Prompts and Tracking: The maintenance pane stores acknowledgments and links to related data. 16 1 4 INPUT-OUTPUT (10) TABLE Tag Point Name Type Notes/Units(if applicable) LL-SW Wet Well Low Level Switch BI Dry-run protection interlock. L-SW Wet Well High (Priority) Level Switch BI Triggers priority discharge logic. HH-SW Wet Well High-High Level Switch BI Triggers alarm&protective logic. LVL Wet Well Level (optional) Al If provided; inches or%full. Used for trending/calcs. HOA Pump HOA Selector BI Hand/Off/Auto position status. RUN Pump Running Status BI Aux contact from motor starter. FAIL Pump Fail Status BI Overload/trip input from starter. AMP Pump Motor Current(optional) Al Amps;for health trending. ENA Pump Enable Command BO Starts pump when true. HORN Local Alarm Horn BO Pulsed/steady per alarm priority. STROBE Local Alarm Strobe BO Flashes on active alarm until acknowledged. HORN-SIL Horn Silence/Ack Pushbutton BI and/or Operator silence input. BV NET-ALM Alarm Email/SMS Dispatch BV Triggers outbound notifications. HR-LIMIT Hourly Runtime Limit(min) AV Default 7.0 min/hr; adjustable 6.5-7.0. HR-USED Hourly Runtime Used (sec) AV Accumulates actual ON time this hour. HR-REM Hourly Runtime Remaining(sec) AV Remaining runtime allowance per hour. HR-HOLD Hourly Hold Active BV 1=Pump lockout for the remainder of the hour. INT-SEC Dosing ON-Time per 15-min Interval AV Default 100-105 sec/15-min. GPM Pumped Flow Rate AV Default 50 GPM for estimates. GPH-CAP Grease Interceptor Hourly Capacity AV 400 GPH limit reference. DAY-CAP Daily Discharge Cap AV 9,000 GPD compliance cap. DAY-GOAL Daily Usage Goal AV 7,000 GPD target. HOUR-TOT Estimated Hourly Volume AV RUN time x GPM. DAY-TOT Estimated Daily Volume AV Sum of HOUR-TOT. Resets at midnight. ALM-HH High-High Level Alarm BV Latched until level safe. ALM-DRY Dry-Run Alarm BV Low level+pump command/run request. ALM-APPROACH Daily Cap Approaching(80%of cap) BV Advisory alarm. ALM-NEAR Daily Cap Near-Limit (95%of cap) BV Escalation alarm. MNT-REM Maintenance Reminder Due BV Time/condition-based reminders. MNT-ACK Maintenance Task Acknowledged BV Set from HMI with initials capture. TREND- Standard Trend Groups Virtual Tracked by interval and COV for point historical Extensions (COV/intervals) trending. *System shall have capacity to hold 1- year of historical trends 17 I _11 41 � � I W � \ THIS PAGE INTENTIONALLY LEFT BLANK 19 sm We, W rW0mw,XNlA \\\\\ ® � Now U U U El ± L AMOOMN V 5 It, Beyond Appendix 1: Permit drawings (NV5)for solids and grease interception, Revision 1, dated 2025-04-09 N 0 PLUMBING ABBREVIATION LIST PLUMBING SYMBOL LEGEND SHEET INDEX m (THIS IS A MASTER LIST, NOT ALL ABBREVIATIONS MAY APPEAR ON DRAWINGS.) (THIS IS A MASTER LEGEND, NOT ALL SYMBOLS MAY APPEAR ON DRAWINGS.) ISSUE o o ° k AD ACCESS DOOR / AREA DRAIN L LENGTH, LAVATORY ABBR SYMBOL DESCRIPTION m j ADA AMERICANS WITH DISABILITIES ACT LEIS POUNDS O SHEET NOTE w w AFF ABOVE FINISH FLOOR - REVISION NUMBER m Y w N AP ACCESS PANEL MAX MAXIMUM S OR W SOIL, WASTE OR SEWER - ABOVE AND BELOW GRADE/FLOOR x Y ASL AT SURFACE LEVEL MBH 1000 BRITISH THERMAL UNITS PER GR —GR— —GR— GREASE WASTE - ABOVE AND BELOW GRADE/FLOOR = a z a zo AUTO AUTOMATIC HOUR MCA MINIMUM CIRCUIT AMPS V VENT N BHP BRAKE HORSEPOWER MCC MOTOR CONTROL CENTER PW Pw PUMPED WASTE m Z Z Z BMS BUILDING MANAGEMENT SYSTEM MH MANHOLE CO, WCO a rH CLEANOUT AND WALL CLEANOUT °�° m BOF BOTTOM OF FOOTING MIN MINIMUM AD, OAD 8 AREA DRAIN, OVERFLOW AREA DRAIN 3 z F o BOH BACK OF HOUSE MOCP MAXIMUM OVER CURRENT PROTECTION FD 6/CO' FLOOR DRAIN/ABOVE o r BTU BRITISH THERMAL UNIT NA NOT APPLICABLE r� FS ❑6-- � ® ®/�o, FLOOR SINK/ABOVE M En 5 0: 'C DEGREES CELSIUS NEC NATIONAL ELECTRICAL CODE SOV �� SHUT-OFF VALVE a uj a CFH CUBIC FEET PER HOUR NFPA NATIONAL FIRE PROTECTION CV n CHECK VALVE o M N CFM CUBIC FEET PER MINUTE ASSOCIATION ¢F RELIEF VALVE ! N CO CLEAN OUT NIC NOT IN CONTRACT SI< STRAINER WITH BLOW-DOWN VALVE C)i �i i NPSHA NET POSITIVE SUCTION HEAD AVAILABLE LO L FLEXIBLE PIPE CONNECTION N N a DC DIRECT CURRENT NPSHR NET POSITIVE SUCTION HEAD REQUIRED �� UNION N N N SHEET NUMBER SHEET DESCRIPTION DOC DIRECT DIGITAL CONTROL • • • P0.0 PLUMBING GENERAL NOTES, AND LEGENDS N V 5 DDCFP DIRECT DIGITAL CONTROL FIELD PANEL OFCI OWNER FURNISHED/CONTRACTOR 0 PIPE TRANSITION DF DRINKING FOUNTAIN INSTALLED PIPE DOWN AND PIPE TEE DOWN • • • P0.1 PLUMBING SPECIFICATIONS 133 Technology Dr.#200 I DFU DRAINAGE FIXTURE UNITS ------0 0 PIPE UP AND PIPE TEE UP rvine,CA 92618 DHW DOMESTIC HOT WATER P PUMP • • • P1.0 PLUMBING FLOOR PLAN T.949-419 3030 PIPE CAP www.NV5.com DIA (0) DIAMETER PA PRESSURE AVAILABLE ANCHOR DN DOWN PD PRESSURE DROP PDI PLUMBING DRAINAGE INSTITUTE - GUIDE • P4.0 ENLARGED PLUMBING PLAN E EXISTING PH PHASE FLOW ARROW EFF EFFICIENCY PRV PRESSURE REDUCING VALVE POC A POINT OF CONNECTION TO EXISTING • • • P6.0 PLUMBING DETAILS EMCS ENERGY MANAGEMENT CONTROL SYSTEM PSI POUND PER SQUARE INCH POD ® POINT OF DISCONNECTION FROM EXISTING • • • P6.1 PLUMBING DETAILS ° ET EXPANSION TANK PSIA POUND PER SQUARE INCH ABSOLUTE • P6.2 PLUMBING DETAILS g °� EWC ELECTRIC WATER COOLER PSIG POUND PER SQUARE INCH GAUGE ITEM TO BE REMOVED PW PUMPED WASTE EQUIPMENT TYPE PLAN/RISER TYPE • • • P7.0 PLUMBING SCHEDULES 'F DEGREES FAHRENHEIT e EQUIPMENT NUMBER e�SHEET/RISER NUMBER FD FLOOR DRAIN RPM REVOLUTIONS PER MINUTE (-) E = EXISTING AL� FFE FINISHED FLOOR ELEVATION FLA FULL LOAD AMPS S SINK, SOIL STATIC FPS FEET PER SECOND SP STATIICRPRESSURE HEAD COORDINATION NOTE FT FEET SQ FT SQUARE FEET FU FIXTURE UNITS SS SANITARY SEWER CONTRACTOR SHALL COORDINATE THE WORK BETWEEN TRADES AND PREPARE SHOP DRAWINGS GAL GALLONS TAB TESTING AND BALANCING WHICH CLEARLY INDICATE THE WORK OF EACH TRADE AND THE SPATIAL RELATIONSHIP BETWEEN GPH GALLONS PER HOUR TDH TOTAL DEVELOPED HEAD TRADES. DUCTWORK ROUTING TAKES PRECEDENCE AND THE WORK OF THE OTHER TRADES SHALL GPM GALLONS PER MINUTE TEL TOTAL EQUIVALENT LENGTH BE COORDINATED ACCORDINGLY. PIPING AND DUCTWORK SYSTEMS SHALL NOT BE FABRICATED TP TRAP PRIMER UNTIL SUCH COORDINATION AND PREPARATION OF SHOP DRAWINGS HAS BEEN COMPLETED. H HEIGHT TS TEMPERING STATION FABRICATION OR INSTALLATION OF WORK WHICH HAS NOT BEEN SO COORDINATED WHICH RESULTS /1 HD HEAD TYP TYPICAL IN CONFLICTS SHALL BE REPLACED AT NO ADDITIONAL COST. WHERE CONFLICTS ARISE DURING HOA HAND OFF AUTO THE PREPARATION OF SHOP DRAWINGS, THE CONTRACTOR SHALL BRING THE CONFLICT TO THE HP HORSEPOWER U URINAL ATTENTION OF THE ARCHITECT FOR RESOLUTION PRIOR TO PROCEEDING FURTHER. HR HOUR UMC UNIFORM MECHANICAL CODE HS HAND SINK UNO UNLESS NOTED OTHERWISE HZ HERTZ UPC UNIFORM PLUMBING CODE IBC INTERNATIONAL BUILDING CODE V VENT, VOLTS EXISTING CONDITIONS IE INVERT ELEVATION VTR VENT THROUGH ROOF THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE. CONTRACTORS, BY Z IFGC INTERNATIONAL FUEL GAS CODE W WIDTH, WASTE, WATT '/� Q IFC INTERNATIONAL FIRE CODE SUBMITTING A BID ARE DEEMED TO BE COMPLETELY FAMILIAR WITH THE EXISTING CONDITIONS OF Lu v J IMC INTERNATIONAL MECHANICAL CODE WC WATER CLOSET THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED. NO CLAIMS FOR EXTRA COMPENSATION Q IN INCH WFU WATER FIXTURE UNITS WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY INFERABLE FROM A W Q IPC INTERNATIONAL PLUMBING CODE WG WATER GAUGE CAREFUL EXAMINATION OF THE EXISTING BUILDING CONDITIONS. J WH WATER HEATER CONTRACTOR SHALL INSPECT THE EXISTING FIELD CONDITIONS AT THE SITE INCLUDING BUT NOT Ir KW KILOWATT WP WATER PRESSURE ( WPD WATER PRESSURE DROP LIMITED TO SIZES, INVERTS AND POINTS OF CONNECTION) AND THE CONTRACT DOCUMENTS PRIOR Q w O TO THE START OF ANY WORK TO DETERMINE WHAT EFFECT THE EXISTING CONDITIONS WILL HAVE ON THE WORK POTENTIAL. CONTRACTOR SHALL REPORT DISCREPANCIES TO THE ARCHITECT AND Q a INCLUDE IN HIS BID ALL COSTS REQUIRED TO MAKE HIS WORK MEET EXISTING CONDITIONS. W U APPLICABLE CODES z 2021 WASHINGTON BUILDING CODE AND AMENDMENTS O Z 2021 WASHINGTON ENERGY CODE AND AMENDMENTS Z W 2021 WASHINGTON MECHANICAL CODE AND AMENDMENTS W 2021 WASHINGTON PLUMBING CODE AND AMENDMENTS J Q 2021 WASHINGTON FIRE CODE AND AMENDMENTS 2023 WASHINGTON ELECTRICAL CODE AND AMENDMENTS W W w \` 0 o Cm G D J SHEET NUMBER: P ® ® SCALE:NA JOB NUMBER: #24-0001319 N O DIVISION 22 - PLUMBING SPECIFICATIONS 5. THE OWNER WILL MAKE AVAILABLE TO THE CONTRACTOR AN ELEVATOR FOR HANDLING 2. VALVES SHALL HAVE NAME OF MANUFACTURER AND GUARANTEED WORKING PRESSURE CAST 26. PROVIDE 18"z 18"MINIMUM ACCESS DOOR IN INACCESSIBLE CEILINGS AND WALLS FOR o u MATERIALS,RUBBISH,ETC.AT SUCH TIMES WHEN IT IS CONVENIENT TO THE OCCUPANTS OF OR STAMPED ON BODIES.VALVES OF SIMILAR TYPE SHALL BE BY A SINGLE MANUFACTURER. EQUIPMENT REQUIRING ACCESS OR ADJUSTMENT.COORDINATE LOCATIONS AND SUBMIT TO THE PART 1 - GENERAL AMAGEEDAND PROVIDING.THE E LABOR OTO SHALL DLEROTECT MATERIALS IN AND OUT OF THE ELEVATOR AND INTERIOR OF THE CAB AGAINST VALVES SHALL BE AS MANUFACTURED BY CRANE,NIBCO,MILWAUKEE OR APPROVED EQUAL. ARCHITECT BOARD CEILINGS FOR AND OVAL INACCESIOR TO BEGINNING SIBLE WALLS FOR VALVES RANDDCLEN UTS.DOORS 000RDNATEGYPSUM Qo p k A. GENERAL OUT OF THE BUILDING. 3. SHUT-OFF VALVES 2"AND SMALLER SHALL BE FULL PORT BALL-TYPE.BRONZE BODY WITH LOCATION OF VALVES,CLEAN-OUTS AND ACCESS DOORS WITH INTERIOR DESIGNER AND u, STAINLESS STEEL BALL AND STEM.NO-LEAD,UL,FM,NSF LISTED.2-1/2"AND LARGER ARCHITECT PRIOR TO INSTALLATION.DOOR SIZE SHALL ALLOW FULL ACCESS TO VALVE AND - 1. GENERAL CONDITIONS,SPECIAL REQUIREMENTS OR GENERAL REQUIREMENTS OF THE PROJECT 6. VERIFY ALL SIZES,DIMENSIONS,AND CONDITIONS BEFORE STARTING ANY WORK.ANY SHALL BE 3-PIECE DESIGN MATH SAME REQUIREMENTS. CLEAN-OUT. > > w = w SPECIFICATIONS MANUAL ARE MADE PART OF THIS SPECIFICATION AND HAVE THE SAME DEVIATIONS OR CONFLICTS SHALL BE TRANSMITTED TO THE ENGINEER FOR RENEW. FORCE AND EFFECT AS IF COMPLETELY REPRODUCED. 4. BUTTERFLY VALVES SHALL USE STAINLESS STEEL DISK AND SHAFT.BODY SHALL BE FULLY 27. AT THE CONCLUSION OF THE PROJECT THE CONTRACTOR SHALL CLEAN AND FLUSH PIPING, w Y ~ 7. CONTRACTOR SHALL PERFORM AND PREPARE A PRE-CONSTRUCTION TEST AND BALANCE CLEAN EXTERIOR SURFACE OF EQUIPMENT AND REMOVE CONSTRUCTION DEBRIS,TEMPORARY cYi RESILIENT UNED AND MATCH PIPING TYPE BRONZE FOR COPPER PIPING AND STAINLESS 2. DEFINITIONS: THE WORD"WORK"SHALL MEAN LABOR AND ANY INCIDENTAL ITEMS OR REPORT TO BENCHMARK EXISTING PERFORMANCE OF ALL WATERSIDE SYSTEMS MODIFIED AS STEEL FOR STAINLESS STEEL PIPING.NO-LEAD,UL,FM,NSF LISTED. FACILITIES AND EQUIPMENT FROM THE WORK AREA. cwzi a it a SERVICES NECESSARY FOR THE PROPER INSTALLATION AND OPERATION OF THE COMPLETE PART OF THIS SCOPE. SYSTEMS NOTED ON THESE DRAWINGS AND ASSOCIATED SPECIFICATIONS.THE WORD"PROVIDE" C. MISCELLANEOUS SHALL MEN FURNISH AND INSTALL AND MAKE FINAL CONNECTIONS AND LEAVE IN AN 8. CONTRACTOR SHALL CONNECT THEIR WORK TO VARIOUS EXISTING PIPING,DUCTWORK,AND APPROVED COMPLETE OPERATING CONDITION. CONTROL SYSTEMS.THE NEW WORK SHALL BE COMPATIBLE WITH THE EXISTING SYSTEM. 1. PIPING SHALL BE IDENTIFIED WITH PLASTIC PIPE MARKERS IN CLEAR VIEW AND AUGNED WITH AXIS OF PIPING.MARKERS SHALL BE PREPRINTED WITH PRESSURE SENSITIVE PERMANENT co> 3. WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST ADOPTED EDITIONS OF THE 9. CARE SHALL BE TAKEN DURING DEMOUT10N AND INSTALLATION OF THE NEW WORK,AS NOT ADHESIVE AND COLOR CODED IN COMPLIANCE WITH ANSI A13.1.SERVICE AND FLOW DIRECTION Z z r APPLICABLE IBC(INTERNATIONAL BUILDING CODE),IEC(INTERNATIONAL ENERGY CODE),IMC TO DAMAGE OR INTERRUPT THE EXISTING BUILDING SYSTEMS AND SERVICES INSTALLED. SHALL BE INDICATED.DISTANCE BETWEEN IDENTIFICATION LOCATIONS SHALL NOT EXCEED 3 b DAMAGE TO EXISTING SYSTEMS AND EQUIPMENT CAUSED BY CONTRACTOR DURING THE �¢ v (INTERNATIONAL MECHANICAL CODE),IPC(INTERNATIONAL PLUMBING CODE),NEC(NATIONAL INSTALLATION OF THEIR WORK SHALL BE REPAIRED AND/OR REPLACED AT CONTRACTOR'S 25'-0 IDENTIFICATION SHALL BE LOCATED AT EACH VALVE,RUNWT,EQUIPMENT CONNECTION a ELECTRICAL CODE),AND OTHER APPUCABLE FEDERAL,STATE,AND LOCAL REGULATIONS; EXPENSE TO THE SATISFACTION OF THE BUILDING OWNER AND ON BOTH SIDES OF AN OBSTRUCTION.VALVE TAGS SHALL BE BRASS AND 1.5"DIAMETER . INCLUDING AMENDMENTS. WITH SOLID BRASS CHAIN.TAGS FOR FLOW CONTROLS SHALL INCLUDE FLOW AND PRESSURE 10. SHUTDOWN OF EXISTING SYSTEMS FOR CONNECTION TO EXISTING SERVICES SHALL BE DROP SET POINTS. 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PAYING FEES AND OBTAINING PERMITS AND COORDINATED WITH THE OWNER.CONTRACTOR SHALL SUBMIT REQUESTS WHERE THEY AFFECT INSPECTIONS REQUIRED FOR THE WORK. THE OPERATION OF THE BUILDING SYSTEMS AT LEAST ONE(1)WEEK IN ADVANCE OF ANY 2 PIPE HANGERS FOR INSULATED PIPE SIZES 1PIP TO 1-1/2"SHALL BE ADJUSTABLE,STEEL, REWIRED SHUTDOWN.THE ACTUAL SHUTDOWN PERIOD SHALL BE AS SHORT AS POSSIBLE BAND TYPE.PIPE HANGERS FOR INSULATED PIPE SIZES E AND LARGER SHALL BE 5. INFORM THE GULA OF ANY WORK OR MATERIALS WHICH VIOLATES ANY OF THE APPLICABLE AND AT A TIME AGREED TO BY THE OWNER. ADJUSTABLE,STEEL ELDVIS TYPE.SHIELDS SHALL A USED WHERE HANGER SUPPORTS LAWS AND REGULATIONS BEFORE PROCEEDING WITH THE WORK. INSULATED PIPE.SHIELDS SHALL BE 18 GAGE GALVANIZED STEEL OVER INSULATION 180 6. MATERIALS SPECIFIED BY REFERENCE TO A SPECIFIC STANDARD SUCH AS THE ASTM 11. DEMOLITION SHALL BE COORDINATED BETWEEN OWNER AND CONTRACTOR. DEGREES AND A MINIMUM OF 1'-0"LONG.PIPE HANGERS FOR BARE PIPE SHALL BE (AMERICAN SOCIETY OF TESTING MATERIALS),UL(UNDERWRITERS'LABORATORIES),ANSI ADJUSTABLE,MALLEABLE STEEL,SPLIT RING TYPE.BARE COPPER PIPE SHALL BE PROTECTED N V 5 D. SUBMITTALS FROM CORROSION BY STONEMAN TRISOLATOR OR SIMILAR PRODUCT.RISER CLAMPS FOR (AMERICAN NATIONAL STANDARDS INSTITUTE),FS(FEDERAL SPECIFICATIONS),A TA(TRADE VERTICAL PIPING SHALL BE SUPPORTED WITH RUBBER/NEOPRENE PADS BETWEEN THE RISER 133 Technology Dr.#200 ASSOCIATION)STANDARD,OR OTHER SIMILAR STANDARD SHALL COMPLY WITH THE 1. CONTRACTOR SHALL SUBMIT FIVE(5)SETS OF SHOP DRAWINGS AND PIPING DISTRIBUTION ARMS AND FLOOR.HANGERS SHALL BE LOCATED 12"MAXIMUM FROM ANY CHANGE IN Irvine,CA 92618 REQUIREMENTS OF THE LATEST REVISION THEREOF IN EFFECT AT THE TIME OF BIDDING, LAYOUT DRAWINGS(1/4"=1'-0"SCALE).THE ROUTING OF NEW DISTRIBUTION SYSTEM IS DIRECTION AND SPACED AS FOLLOWS FOR STRAIGHT RUNS: EXCEPT AS LIMITED BY TYPE,CLASS OR GRADE,OR MODIFIED IN SUCH REFERENCE. SHOWN DIAGRAMMATICALLY AND APPROXIMATED.THE CONTRACTOR SHALL PROVIDE OFFSETS PIPE SIZE MAXIMUM MAXIMUM HANGER SPACING MINIMUM HANGER ROD DIAMETER T.949-419-3030 AND TRANSITIONS AS REWIRED.THE CONTRACTOR SHALL DETERMINE EXACT ROUTING AND 1/2"TO 1-1/4" 6'-0" 3/8" www.NV5.com 7. ALL MATERIALS,EQUIPMENT OR APPARATUS SHALL BE UL LISTED OR LABELED FOR ALL LOCATIONS,PROVIDING PROPER CLEARANCES,MAKING PROVISIONS FOR MAINTENANCE ACCESS, 1-1/2"TO 2" 8'-0" 3/8" ITEMS WHERE SUCH LISTING LABELING IS AVAILABLE.ITEMS WHICH ARE NOT UL LISTED OR AND COORDINATING WITH EXISTING AND NEW COMPONENTS OF OTHER TRADES,THE 2-1/2"TO 3- 10'-0" 1/2" LABELED MALL NOT BE ACCEPTED IF LISTED OR LABELED EQUIPMENT CAN BE OBTAINED FROM U OR STRUCTURE,AND OTHER OBSTRUCTIONS.INDICATE SPACES RESERVED FOR FIRE SPRINKLER, 4"TO 6" 10'-0" 5/8" ANOTHER ACCEPTABLE MANUFACTURER.EACH COMPONENT OF SEED SHALL BE PIPING AND ELECTRICAL CONDUIT MAINS.THE SHOP DRAWING SUBMITTAL SHALL BE BASED ON LISTED AS A"RECOGNIZED COMPONENT".COMPONENTS NOT SO LISTED OR MARKED WILL NOT THIS COORDINATION EFFORT AND SHALL SHOW ALL DISTRIBUTION COMPONENTS.PIPING AND 3. VENT FLASHING AND COUNTER FLASHING SHALL BE EQUAL TO STONEMAN S1100-4 WITH AN �s 7 BE ACCEPTED IF USTED OR MARKED COMPONENTS ARE AVAILABLE FROM ANOTHER COMPONENTS SHALL BE DRAWN TO SCALE,AND SIZES SHALL BE INDICATED.THE ENGINEER 8"DIAMETER SKIRT. � MANUFACTURER'S. SHALL REVIEW SUBMITTALS AND SHOP DRAWINGS FOR CONFORMANCE PATH THE CONTRACT or 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER FITTING OF MATERIAL INTO THE OF WOORKTS AND ISSUE A WRITTEN ASSESSMENT TO THE OWNER PRIOR TO COMMENCEMENT PART 3 - EXECUTION BUILDING AS INDICATED ON DRAWINGS,WITHOUT INTERFERENCE WITH OTHER WORK,AND SHALL MAKE REASONABLE MODIFICATIONS IN THE LAYOUTS NEEDED TO PREVENT CONFUCT WITH 2. CONTRACTOR SHALL SUBMIT FIVE(5)SETS OF EQUIPMENT AND SYSTEM CONTROL SEQUENCES, A. GENERAL OTHER TRADES,TO PROVIDE ACCESS AND FOR THE PROPER EXECUTION OF THE WORK. SCHEMATICS,LOGIC DIAGRAMS AND SYSTEM COMPONENTS INCLUDING DETAILS OF TIE-IN TO pOSy�GNAG 9. WORK SHALL BE COORDINATED WITH THE WORK OF OTHER TRADES INCLUDING CONTRACT EXISTING BUILDING CONTROL THE ENGINEER SHALL REVIEW CONTROL SHOP DRAWINGS FOR 1. ELECTRICAL CHARACTERISTICS OF PLUMBING EQUIPMENT SHALL BE VERIFIED WITH ELECTRICAL DOCUMENTS,SHOP DRAWINGS,AND EXISTING SYSTEMS. CONFORMANCE PATH THE CONTRACT DOCUMENTS AND ISSUE A WRITTEN ASSESSMENT TO THE DRAWINGS PRIOR TO ORDER RELEASE.ADDITIONAL ELECTRICAL WORK RESULTING FROM OWNER PRIOR TO COMMENCEMENT OF WORK. EQUIPMENT SUBSTITUTION SHALL BE THE RESPONSIBIUTY OF THE CONTRACTOR. 10. DO NOT SCALE DRAWINGS AS THEY ARE DIAGRAMMATIC AND SCHEMATIC IN NATURE. 3. CONTRACTOR SHALL IDENTIFY ANY DEVIATIONS IN SHOP DRAWINGS FROM THE DESIGN 2. ELECTRICAL CONTRACTOR SHALL PROVIDE STARTERS AND CONTROLLERS FOR MOTORS. CONTRACTOR SHALL PROVIDE NECESSARY ITEMS TO COMPLETE THE WORK ACCORDING TO DOCUMENTS. PLUMBING CONTRACTOR SHALL FURNISH VARIABLE FREQUENCY DRIVES AND ELECTRICAL INDUSTRY STANDARDS.IT IS THE INTENT OF THE DRAWINGS AND SPECIFICATIONS TO CALL CONTRACTOR SHALL INSTALL UNLESS FACTORY INSTALLED.MOTORS 1 HP AND ABOVE SHALL OUT FOR FINISHED WORK,TESTED AND READY FOR OPERATION.ARRANGEMENT OF EQUIPMENT 4. SUBSTITUTIONS SHALL BE SUBMITTED TO THE OWNER FOR CONSIDERATION PRIOR TO BIDDING. BE PREMIUM EFFICIENCY. AND ROUTING OF PIPES AND DUCTWORK INDICATED ON DRAWINGS SHALL BE ROUTED PLUMB SUBSTITUTIONS SHALL BE PRE-APPROVED IN WRITING.THE CONTRACTOR SHALL BE AND AT RIGHT ANGLES.INSTALLATION OF SYSTEMS MAY REQUIRE MODIFICATION DUE TO RESPONSIBLE FOR COORDINATING REQUIREMENTS ASSOCIATED WITH SUBSTITUTED EQUIPMENT 3. COORDINATE ROUTING OF PIPING TO MAINTAIN CLEARANCES ABOVE ELECTRICAL PANELS AND UNFORESEEN CONDITIONS. OR MATERIALS WITH OTHER BUILDING TRADES INCLUDING ELECTRICAL,STRUCTURAL,AND EQUIPMENT PER NEC REQUIREMENTS.MAINTAIN REQUIRED CLEARANCES WITHIN ELEVATOR 11. THE PLUMBING DETAILS SHALL BE CONSIDERED A PART OF THE CONTRACT DOCUMENTS. ARCHITECTURAL ELEMENTS.CONTRACTOR SHALL IDENTIFY AND ANNOTATE REVISED EQUIPMENT ROOMS. THESE DETAILS SHALL BE INCORPORATED INTO THE ASSOCIATED WORK AND PROVIDE GENERAL REQUIREMENTS PER BUILDING TRADE ON THE SHOP DRAWINGS.CONTRACTOR SHALL ALSO GUIDANCE AS TO THE INSTALLATION INTENT WHETHER REFERENCED OR NOT.IT IS THE IDENTIFY COST DEBITS OR CREDITS IN WRITING FOR THE PROPOSSEDED CHANGES S PER BUILDING 4. COORDINATE CHASE,SLEEVE AND SLAB BLOCKOUT REQUIREMENTS BEFORE CONCRETE IS TRADE. POURED OR BLOCK IS SET. CONTRACTOR'S RESPONSIBIUTY TO PROVIDE ALL NECESSARY COMPONENTS FOR A COMPLETE INSTALLATION AND ENSURE THAT ALL INSTALLATIONS ARE IN ACCORDANCE WITH THE 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ENGINEERING FEES NECESSARY TO CHANGE PERMIT 5. PENETRATIONS OF BELOW GRADE WALLS BY PIPE SHALL BE SEALED WITH THUNDERUNE EQUIPMENT'S USTING AND THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. DOCUMENTS BASED ON ALTERNATE SUBMITTAL PACKAGES/EQUIPMENT SUBSTITUTIONS. UNK-SEAL OR APPROVED EQUAL PENETRATION SEAL MATERIAL SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 12. CONTRACTOR SHALL SUBMIT A BID BASED ON MANUFACTURER VINES LISTED UNLESS"OR E. RECORD DRAWINGS EQUAL"IS INDICATED.SUBSTITUTION REQUESTS WILL BE REVIEWED BY THE ENGINEER,AND 6. PENETRATIONS THROUGH STRUCTURE,STUDS,OR FIRE-RATED WALLS SHALL BE MADE MUST BE SUBMITTED A MINIMUM OF FIVE(5)BUSINESS DAYS PRIOR TO BID DATE CLOSING. 1. CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF DRAWINGS PERTAINING TO THE WORK.ONE OVERSIZED TO PREVENT CONTACT. ACCEPTABILITY OF SUBSTITUTION MALL BE SOLELY DETERMINED BY THE OWNER. (1)SET OF PRINTS SHALL BE KEPT ON SITE AND CHANGES OR DEVIATIONS FROM THE CONTRACT DRAWINGS SHALL BE CAREFULLY NOTED AS CHANGES OR DEVIATIONS ARE MADE. 7, UNDER NO CIRCUMSTANCE IS THE FIRE PROOFING OF THE BUILDING STRUCTURE(WHERE 13. GUARANTEE THE INSTALLATION AGAINST DEFECTS IN MATERIALS AND WORKMANSHIP WHICH AT THE COMPLETION OF THE PROJECT AND BEFORE FINAL ACCEPTANCE OF THE WORK,COPY APPUCABLE)TO BE REMOVED FOR THE INSTALLATION OF HANGERS,SUPPORTS,PIPING,ETC. Z MAY OCCUR UNDER NORMAL USAGE FOR A PERIOD OF ONE(1)YEAR AFTER OWNER'S THE CHANGES,DEVIATIONS,AND COMPLEMENTARY INFORMATION ON THE OTHER SET OF CLAMPING DEVICES SHALL NOT BE USED WHERE THE STRUCTURE IS FIRE PROOFED.IF FIRE O ACCEPTANCE.DEFECTS SHALL BE PROMPTLY REMEDIED WITHOUT COST TO THE OWNER.ALL PRINTS AND RETURN IT TO THE OWNER.THE COST OF PRINTS AND COSTS INVOLVED IN THE PROOFING IS DAMAGED,IT SHALL BE REPAIRED TO THE SATISFACTION OF THE BUILDING MANUFACTURER'S WARRANTIES FOR EQUIPMENT EXTENDING BEYOND THE GUARANTEE PERIOD PREPARATION OF THESE RECORD DRAWINGS SHALL BE BORNE BY THE CONTRACTOR. OWNER. v/ Q SHALL BE TURNED OVER TO THE OWNER. 8. STRUCTURAL STEEL SUPPORTS,HANGER BRACKETS,ETC.REQUIRED FOR SUPPORT SHALL BE 2. NO APPROVAL FOR FINAL PAYMENT WILL BE GIVEN UNTIL,IN THE JUDGEMENT OF THE FURNISHED AND INSTALLED BY THIS CONTRACTOR.THE WELDS AND EDGES OF BRACKETS 14. SYSTEMS SHALL BE TESTED FOR PROPER OPERATION.IF TESTS SHOW THAT WORK IS ENGINEER,COMPLETE AND ACCURATE"AS-BUILT"DRAWINGS HAVE BEEN SUBMITTED. SHALL BE FILED OR GROUND SMOOTH FOR PAINTING.HANGERS SHALL BE STEEL ANGLE IRON, Q DEFECTIVE,CONTRACTOR SHALL MAKE CORRECTIONS NECESSARY AT NO COST TO OWNER. STEEL CHANNEL,OR STEEL ROD USED WITH APPROVED CLAMPS,INSERTS,ETC.SUPPORTS, 3. FINAL AS-BUILT DRAWINGS ARE TO BE AT LEAST I/4"=1'-O"SCALE.AS-BUILT DRAWINGS CAN HANGERS,BRACKETS,ETC.,SHALL BE AS APPROVED BY THE ENGINEER.NO PERFORATED Q 15. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF BE GENERATED ON COMPUTER OR BY HAND.IF DRAWINGS ARE HAND GENERATED THEY SHALL STRAP,CHAIN LINK,OR WIRE MAY BE USED.HANGERS SHALL BE GALVANIZED OR PAINTED QUALITY. BE ON MYLAR.IF THE AS-BUILT DRAWINGS ARE COMPUTER GENERATED,THE CONTRACTOR WITH TWO COATS OF RUSTOLEUM PAINT BEFORE THEIR INSTALLATION. B. EXAMINATION OF BIDDING DOCUMENTS SHALL DELVER AN ELECTRONIC COPY OF THE AS-BUILT DOCUMENTATION TO THE OWNER. 9, WHERE PIPES OR CONDUITS PASS THROUGH WALLS,FLOORS,OR CEILINGS IN FINISHED AREAS, oc : F. OPERATING AND MAINTENANCE(0 INSTRUCTIONS THEY SHALL BE FURNISHED WITH ESCUTCHEON PLATES. 1. EACH BIDDER SHALL EXAMINE THE BIDDING DOCUMENTS CAREFULLY AND,NOT LATER THAN SEVEN(7)DAYS PRIOR TO THE DATE OF RECEIPT AND BIDS,SHALL MAKE WRITTEN REQUEST 1. CONTRACTOR SHALL PROVIDE THREE(3)COPIES OF MANUFACTURER'S 08M INSTRUCTIONS FOR 10. PROVIDE CHROME PLATED ESCUTCHEONS AT PIPE SLEEVES FOR EXPOSED BARE PIPE. a TO THE ARCHITECT FOR INTERPRETATION OR CORRECTION OF ANY DISCREPANCIES,AMBIGUITY, EACH PIECE OF EQUIPMENT AND SYSTEM.COPIES SHALL BE COMPILED IN SETS AND PLACED 11. PIPE PENETRATIONS THROUGH SOUND RATED GYPSUM BOARD PARTITIONS SHALL BE SEALED W INCONSISTENCY OR ERROR THEREIN.ANY INTERPRETATION OR CORRECTION WILL BE ISSUED AS IN A HARD COVER THREE(3)RING BINDER WITH INDEX PAGE AND INDEX TABS.NNE TAG WITH ACOUSTICAL CAULK OR A RESISTANT ESCUTCHEON. U AN ADDENDUM BY THE ARCHITECT.ONLY A WRITTEN INTERPRETATION OR CORRECTION BY INFORMATION SUCH AS MANUFACTURER,TYPE,SIZE,CAPACITY,SERIAL NUMBER,ETC SHALL ADDENDUM SHALL BE BINDING, H BIDDER SHALL RELY UPON INTERPRETATIONS OR BE INCLUDED AS PART OF THE MANUAL. 12. TRENCHING AND BACKFlLL WORK ASSOCIATED WITH PLUMBING SHALL BE PERFORMED IN Z CORRECTIONS GIVEN BY ANY OTHER METHOD.OWRITTEN DIDISCREPANCIES,AMBIGUITY,,CNT INCONSISTENCY OR ERROR ARE NOT COVERED BY ADDENDUM OR WRITTEN DIRECTIVE,CONTRACTOR SHALL ACCORDANCE WITH DIVISION 2 SPECIFICATIONS.IF DIVISION 2 SPECIFICATIONS,DO NOT EXIST, W INCLUDE IN THE BID,LABOR,MATERIALS AND METHODS OF CONSTRUCTION RESULTING IN 2. PROVIDE WRITTEN OPERATING INSTRUCTIONS WITH DIAGRAMS FOR ALL EQUIPMENT AND THE FOLLOWING SHALL BE PERFORMED: Z ACCESSORIES. HIGHER COST.AFTER AWARD OF CONTRACT,NO ALLOWANCE OR EXTRA COMPENSATION WILL 12.1. UNDERGROUND PIPING SHALL BE INSTALLED WITH A MINIMUM OF 24"COVER FROM O REQUESTS AS DESCRIBED ABOVE _ Z BE MADE IN BEHALF OF THE CONTRACTOR DUE TO THE FAILURE TO MAKE THE WRITTEN 3. THE O&M MANUALS SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW. FINISHED GRADE. . 12.2. TRENCHING OF PIPES SHALL BE A MINIMUM OF 6"BELOW THE REQUIRED PIPE GRADE 2. THE COMPANY/CONTRACTOR SUBMITTING THE REQUEST WILL BE RESPONSIBLE FOR ITS 4. FURNISH ONE(1)CLEAN COPY OF EACH FULLY CORRECTED AND PROCESSED SHOP DRAWING.RENEW AND DEMONSTRATE THE O&M INSTRUCTIONS ON SITE WITH THE BUILDING OWNER WITH A 6"BED OF SAND PROPERLY COMPACTED TO PROVIDE AN ACCURATE GRADE Q ♦♦W//11 PROMPT DELIVERY.FAILURE TO REQUEST CLARIFICATION OF ANY INADEQUACY,OMISSION OR AND UNIFORM BEARING THROUGHOUT THE LENGTH OF PIPE. vJ CONFUCT WILL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY.THE SIGNING OF THE 5. AFTER THE COMPLETION DEMONSTRATE START TESTING AND BALANCING. 12.3. BACKFlLL OF PIPES SHALL INCLUDE A MINIMUM OF 6"LAYER OF SAND OVER THE TOP Q CONTRACT WILL BE CONSIDERED AS IMPUCITLY DENOTING THAT THE CONTRACTOR HAS A OF THE PIPE(S)PROPERLY COMPACTED. THOROUGH COMPREHENSION OF THE FULL INTENT AND SCOPE OF THE WORKING DRAWINGS 12.4. BACKFlLL OF PIPES SHALL NOT OCCUR UNTIL WORK HAS BEEN INSPECTED,TESTED U- w AND SPECIFICATIONS. PART 2 - PRODUCTS AND APPROVED. U �L LRR C. EXISTING CONDITIONS A. GENERAL 13. WATER PROOFING AND FLASHING OF PIPE PENETRATIONS THROUGH EXTERIOR WALL AND ROOF W � V SHALL BE BY THE CONTRACTOR.CONTRACTOR SHALL COORDINATE LOCATIONS AND METHODS 1. THIS PROJECT INVOLVES CONSTRUCTION INSIDE AN EXISTING STRUCTURE.CONTRACTORS,BY 1. PROVIDE EQUIPMENT AS SPECIFIED AND/OR SCHEDULED AND IN ACCORDANCE WITH WITH GENERAL CONTRACTOR PRIOR TO CONSTRUCTION OF ROOF DECK. SUBMITTING A BID ARE DEEMED TO BE COMPLETELY FAMIUN WITH THE EXISTING CONDITIONS MANUFACTURER'S PUBLISHED INSTALLATION INSTRUCTIONS,EQUIPMENT SHALL OPERATE ``^^ OF THE BUILDING AS IT INFLUENCES THE WORK DESCRIBED.NO CLAIMS FOR EXTRA ACCORDING TO THE MANUFACTURER'S"OWNER'S OPERATING AND MAINTENANCE MANUAL" 14. VENTS TERMINATED ABOVE ROOF SHALL BE 10 FOOT MINIMUM FROM OUTSIDE AIR INTAKES OR VJ COMPENSATION WILL BE CONSIDERED FOR EXISTING CONDITIONS VISIBLE OR REASONABLY TROUBLE-FREE PRIOR TO STARTING TEST AND BALANCE(TAB)WORK. BUILDING OPENINGS. INFERABLE FROM A CAREFUL EXAMINATION OF THE EXISTING BUILDING CONDITIONS. �R B. PIPING AND FITTINGS 21. PLUMBING EQUIPMENT SHALL BE SECURED AND INSTALLED PER MANUFACTURER'S \.J 2. CONTRACTOR SHALL INSPECT THE EXISTING HELD CONDITIONS AT THE SITE AND THE RECOMMENDATIONS AND APPLICABLE SECTIONS OF THE STATE'S BUILDING CODE AND STATE'S Z CONTRACT DOCUMENTS PRIOR TO THE START OF ANY WORK O DETERMINE ALL EFFECT THE 1. SOIL,WASTE,AND VENT PIPING SHALL BENO-HUB,CAST IRON.INSTALLATION SHALL BE IN PLUMBING CODE. EXISTING CONDITIONS WILL HAVE T THE WORK POTENTIAL CONTRACTOR SHALL REPORT ACCORDANCE MATH MANUFACTURER'S RECOMMENDATIONS.SOIL AND WASTE PIPING SHALL BE DISCREPANCIES TO THE ARCHITECT AND INCLUDE IN THE BID ALL COSTS REQUIRED TO MAKE 22. CONTRACTOR SHALL PROVIDE HOUSEKEEPING PADS,FOUNDATIONS,HANGERS,AND SUPPORTS m THE WORK MEET EXISTING CONDITIONS. SLOPED 1/4"PER FOOT UNLESS NOTED OTHERWISE ON DRAWINGS.WALL CLEANOUTS FOR FOR EQUIPMENT SUPPLIED OR INSTALLED UNDER THEIR WORK. WASTE PIPING SHALL BE FURNISHED AND INSTALLED IN ACCORDANCE WITH APPLICABLE 3. ALL WORK SHALL BE DONE AS EXPEDITIOUSLY AS POSSIBLE IN SUCH A MANNER AS NOT TO SECTIONS OF THE APPLICABLE PLUMBING CODE.SOIL,WASTE,VENT AND STORM DRAIN PIPING 23. COORDINATE AND VERIFY ACTUAL APPROVED EQUIPMENT DIMENSIONS PRIOR TO POURING CAUSE INTERFERENCE OR INTERRUPTION TO THE BUSINESS OF THE OWNER.SUBMIT SCHEDULE SHALL BE TESTED WITH WATER UNDER PRESSURE EQUIVALENT TO THE HIGHEST POINT PLUS EQUIPMENT PADS. FOR REVIEW AND APPROVAL THE CONTRACTOR SHALL NOT OBSTRUCT ENTRANCES OR AN ADDITIONAL 10'-0"OF WC MINIMUM.THE SYSTEM OR PORTION THEREOF SHALL BE UNDER J PASSAGES ON THE OWNER'S PREMISES PRESSURE FOR A MINIMUM OF 15 MINUTES BEFORE INSPECTION.PVC/ABS PIPING MAY BE 24. PLUMBING EQUIPMENT SHALL BE IDENTIFIED WITH BAKEUTE NAMEPLATES.COLOR CODING OF a 4. TRANSPORTATION OF MATERIAL INTO AND THROUGH THE BUILDING WILL BE SUBJECT TO USED UNDERGROUND BASED ON SOIL CONDITIONS. NAMEPLATES AND IDENTIFICATION INFORMATION SHALL BE COORDINATED WITH THE OWNER. REVIEW AND APPROVAL OF THE OWNER AND MAY BE LIMITED TO RESTRICTED TIMES SHEET NUMBER: 25. EQUIPMENT START-UP SHALL BE BY MANUFACTURER'S AUTHORIZED REPRESENTATIVE. SCALE:NA JOB NUMBER: #24-0001319 N O NOTES om w I z < EXISTING MONITORING MANHOLE. SHOWN FOR o k REFERENCE ONLY. LOCATION PER EXISTING m m CIVIL AS-BUILTS. > w ;� w mY W m Z K ❑ K F U F y QW Wa' a 4 U m Z Z Z m> Z Z Qy Q Q o d K ❑ N V 5 I FRE ER I , I 150 � �NT RM. 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PROVIDE WITH H-20 COMPANY TO DEFINE A SCHEDULE PER CLIENT DATE ACCEPTABLE TO OWNER. POINTS OF TRAFFIC RATED LID. NEW INTERCEPTOR ON USAGE. IN THE EVENT OF EMERGENCY CONNECTION TO BE 45'ELBOWS NOT WYES. EXISTING LANDSCAPE AREA. SOIL TO BE w Q OVERFLOW/SPILL EVENT OWNERSHIP TO HAVE COMPACTED AND PREPPED FOR INTERCEPTOR CLEANUP AND REMEDIATION IN AFFECT TO PROTECT (3 BOILER ROOM DRAIN. FIELD VERIFY LOCATION AS REQUIRED. SEE CIVIL DRAWINGS FOR a STORMWATER CONTAMINATION. AND DEPTH PRIOR TO ALLOW RE-ROUTE OF SPECIFICS. INVERTS SHOWN ARE PER CIVIL W SEWER PIPE TO EXISTING 6" MAIN SEWER DRAWINGS. VERIFY LOCATION AND INVERTS 12. PLUMBING PIPES RUNNING ALONG WALL. WALL DRAIN. PRIOR TO INSTALLATION. FINAL LOCATION TO Z Z Ir BRACKETS PER MSS SP-58-2018. ® OWNER PROVIDED BE COORDINATED AS NEEDED.ED 1/8" SCREEN FILTERS AT Q � � TERMINATION POINT OF TRENCH DRAINS. 11 NEW SAMPLE PORT REFER TO SCHEDULES AND J Z DETAIL 4/P6.0. PROVIDE WITH H-20 TRAFFIC a _ ( NEW PUMP AND PIT REFER TO SCHEDULES RATED LID. AND DETAIL 1/P6.1. PROVIDE BODY WITH 0 W EXTENSIONS TO LEAVE LID FLUSH TO FINISHED 1Q CONCRETE PAD AND SUPPORT. SEE Z (1)FLOOR, GASKETED LID. PROVIDE WITH H-20 STRUCTURAL. Q TRAFFIC RATED LID. m W 1Q VERIFY EXISTING P-TRAPS AND VENTS. C J © PUMPED GREASE WASTE U T 1 ABOVE FINISHED FLOOR AS COORDI WITH ® LOCATE VFD AND CONTROLS PANEL ON D OWNER. NEARBY WALL. COORDINATE EXACT LOCATION J WITH FACILITIES. OWNER TO PROVIDE a C ( (3) VENTS TO COMMON VENT THROUGH ROOF. BOLLARDS AS NEEDED TO PROTECT PANEL. G ROUTE ELECTRICAL IN CONDUIT TO ® GREASE WASTE DOWN AND THROUGH EXTERIOR INTERCONNECT PUMP TO CONTROLS PANEL. W T WALL TO MEET INVERT AT GREASE y INTERCEPTOR LOCATED OUTSIDE. (ID CONTROLLER FOR HEAT TRACING. ELECTRICAL 0 BY OWNER. BAS ALARM FOR FUTURE. ( NEW SOLIDS INTERCEPTOR REFER TO Q SCHEDULES AND DETAIL 4/P6.0. GASKETED J LID, SEDIMENT BUCKET. PROVIDE WITH H-20 TRAFFIC RATED LID. NEW INTERCEPTOR ON Z EXISTING LANDSCAPE AREA. SOIL TO BE W COMPACTED AND PREPPED FOR INTERCEPTOR SHEET NUMBER: AS REQUIRED. SEE CIVIL DRAWINGS FOR SPECIFICS. INVERTS SHOWN ARE PER CIVIL DRAWINGS. VERIFY LOCATION AND INVERTS PRIOR TO INSTALLATION. FINAL LOCATION TO BE COORDINATED AS NEEDED.. SCALE:3/16" = V-0" JOB NUMBER: #24-0001319 N O EJECTOR PUMP SCHEDULE SOLIDS INTERCEPTOR SCHEDULE N wl MAXIMUM SOLIDS ¢o O FLOW TDH NUMBER ELECTRICAL OPERATING SIZE MANHOLE ITEM LOCATION SERVICE MANUFACTURER TYPE (GPM) (FT) OF OPERATING NOTES ITEM LOCATION SERVICE MANUFACTURER MODEL TYPE HOLDING WEIGHT MODEL NUMBER WEIGHT NUMBER CAPACITY (LxWxH) SIZE NOTES s w w(EACH) (EACH) PUMPS V/PH HP AMPS (LBS) (GAL) (LBS) (IN) (IN) to pT, W 0Z K 0 - K F O F OUTSIDE GREASE ROCKFORD SEPARATORS Y Y g g INDOOR BELOW WEDA SI-1 STAINLESS STEEL 100 560 13.25x34x32 22 1, 2, 3, 4 SE-1 FLOOR GREASE WASTE S08 SUBMERSIBLE 50 27 1 208/3 1 5.1 70 1, 2, 3, 4, 5 ABOVE GRADE WASTE RPS-100 v d. a t m z z z 1. PROVIDE INTERCEPTOR WITH STEEL ENCASED COMPOSITE LID FOR WATER AND GAS TIGHT SEAL. m 4. PROVIDE WITH H-20 RATED COVER WITH VAPOR—TIGHT SEALS 2• INTERCEPTOR SHALL BE CONSTRUCTED FOR H-20 TRAFFIC LOADING FOR FUTURE BURIAL POTENTIAL AT OWNER OPTION. 1. PROVIDE FOR INSTALLATION WITHIN 3'-0"4 x 8'-0" DEEP CONCRETE BASIN. z o s $ a SIZED WITH HINGED HATCH TO MATCH MANUFACTURER'S 3. INTERCEPTOR DESIGN SHALL BE FOR ABOVE GROUND USE. LAND TO BE COMPACTED AND PREPPED FOR UNIT. 2. PROVIDE FIELD INSTALLED GUIDE RAILS TO SUPPORT 150% OF THE ENTIRE REQUIREMENTS. COORDINATE OPENING SIZE AND LOCATIONS IN PUMP/MOTOR ASSEMBLY, STAINLESS STEEL DISCHARGE PIPING, FLOAT BRACKET CONCRETE BASIN FOR HATCH, PIPING, WIRING, ETC. AND STAINLESS STEEL LIFTING CHAINS WITH SHACKLES. 5. PROVIDE SPARE PUMP. 3. PROVIDE WITH REMOTE CONTROL PANEL COMPLETE WITH CIRCUIT BREAKERS, MOTOR STARTER, HIGH WATER ALARM WITH INDICATING LIGHT, TIME METER, ULTRASONIC LEVEL CONTROL WITH CONTROL FLOATS AND EMCS INTERFACE FOR N V 5 HIGH WATER ALARM. GREASE INTERCEPTOR SCHEDULE 133 Technology Dr.#200 GREASE OPERATING MANHOLE SAMPLE PORT Imine,CA92618 MANUFACTURER MODEL HOLDING SIZE (LxWxH) T.949419s030 ITEM LOCATION SERVICE WEIGHT SIZE NOTES www.NV5.com NUMBER TYPE CAPACITY t (LBS) (IN) (IN) MANUFACTURER SIZE (LXWXH) INLET OUTLET MATERIALS SCHEDULE (GAL) MODEL NUMBER IN (IN) (IN) GI-1 OUTSIDE GREASE ROCKFORD SEPARATORS STAINLESS 150 2000 55.25x33.25x40 22 MIFAB 8,75x11.5x10.25 3 3 1, 2, 3, 4, 5 ABOVE GRADE WASTE RP-150 STEEL LIL—SP SERVICE77777 MATERIALS SOIL, WASTE AND SCHEDULE 40 PVC WITH SOLVENT WELD FITTINGS BELOW GRADE. - VENT 1. PROVIDE INTERCEPTOR AND SAMPLE PORT WITH STEEL ENCASED COMPOSITE LID FOR WATER 4. INTERCEPTOR AND SAMPLE BOX DESIGN SHALL BE FOR ABOVE GROUND USE. LAND TO BE -0 SCHEDULE 40 PVC WHERE TEMPERATURES DO NOT EXCEED 140V WITH AND GAS TIGHT SEAL. COMPACTED AND PREPPED FOR UNIT. It 46o7g a a� GREASE WASTE SOLVENT WELD FITTINGS BELOW GRADE. °�R"OI&lsaegGt` 2. INTERCEPTOR AND SAMPLE BOX SHALL BE CONSTRUCTED FOR H-20 TRAFFIC LOADING FOR 5. PROVIDE INTERCEPTOR AND SAMPLE BOX WITH PEACE MAKER BRAND ODOR CONTROL BASKET QAONAL� PUMPED WASTE STAINLESS STEEL WITH OWVIC GRADAULIC COUPLINGS ABOVE GRADE, SCHEDULE 40 FUTURE BURIAL POTENTIAL AT OWNER OPTION. SIZED TO FIT MANHOLE COVER, WITH PERSNICKETY OX PELLETS FOR EACH MANHOLE. SYNECO PVC WELD FITTINGS BELOW GRADE. ( SYSTEMS INC. OR APPROVED EQUAL) t ROCKFORD SEPARATORS MODEL NO.RPS-100 ROCKFORD SEPARATORS MODEL NO.RP-150-SPC _ ROCKFORD SEPARATORS MODEL NO.SB-2424XtOSPC 515928th Ave ROCKFORD,IL 61109 SOLIDSINTERCEPTOR 515928th Ave ROCKFORD,IL 61109 GREASEINTERCEPTOR 515928th Ave ROCKFORD,IL 61109 SAMPLE BOX (815)229-5077-FAX(815)229-5108 (815)229-5077-FAX(815)229-5108 (815)229-5077-FAX(815)229-51 GO viww.rkfdsepamtom.com-rssemQrkfdseparalom.eom DRAWN BY R.P.P. www.rkPoseparators.com-msem@rkfd�paratom.com DRAWN BY R.P.P. —rkfdseparators.com-msem®rkfdsepamtom.eom DRAWN BY R.P.P. ` QUOTE#:250030 DATE!01/29/25 JOB NAME:Himalayan Pat Supply QUOTEM 250030 DATE:01/29/25 JOB NAME:Himalayan Pet Supply QUOTE#:250030 DATE:01/29/25 JOB NAME:Illmalayan Pet Supply T OPTIONAL FEATURES(ADDITIONAL COSTI OPTIONAL FEATURES(ADDITIONAL COST) OPTIONAL FEATURES(ADDITIONAL COST) ANCHOR FLANGE FLANGE CLAMP DEVICE ANCHOR FLANGE FLANGE CLAMP DEVICE ANCHOR FLANGE FLANGE CLAMP DEVICE EPDXY COATING EPDXY COATING RECESSED LIFT HANDLES PER COVER STAINLESS STEEL CONSTRUCTION STAINLESS STEEL CONSTRUCTION EPDXY COATING 0 HEAVY TRAFFIC H2O REINFORCED CONSTRUCTION O INMORAL F-ENSION_INCHES LIGHT TRAFFIC REINFORCED COVERS INTEGRAL EXTENSION O INCHES IN LET&OUTLET SIZE 3M" INCHES HEAVY TRAFFIC H2O REINFORCED COVERS �INLET&OUTLET SIZE 300„ INCHES OALUMINUM COVER ONON-CORROSIVE STAINLESS STEEL CONSTRUCTION ALUMINUM COVER THREADED CONNECTIONS INTEGRAL EXTENSION INCHES THREADED CONNECTIONS HEAVY TRAFFIC H2O RATED CONSTRUCTION INLET&OUTLETSIZE aFXF INCHES 7 HEAVY TRAFFIC H2O RATED CONSTRUCTION INLET OUTLET NLESS STEEL L INLET UTLET T —-—-—- - ------- NO HUB CONNECTIONS STRUCTION SOLIDS GREASE SAMPLE 1663 SOLIDS GREASE SAMPLE SOLIDS GREASE SAMPLE O _ I »01 O FLO FLO FLO 11Q IIL � � I�16.00�I I�34.00 v"""5.2 36.Ov' f I W L� � �t r 3.00 I EL aaa ,000 _ a ,000 ,000 3.00 T —za.00 -{ �2a.00 -� W u I _ Illi 1 I u u I I II OUTLET I - ,I ou 1000 10 LU S.fi 3600 ,s.s L I"0 I 4 00 40100 26 00 be==e= 1 2600 I 30 00 30 00 1]00 k88ou°8 eoa. I I I h oeo888So8B000�1 I W 1 ooaooa00000>oo� I O W — J 0000v000eveee� I I I I T I 2 -I I I _ Q INLET OUTLET I I INLET ouOUTLETr 1.21 21.2 ^ —I INLET 132- OUTLET 3125� 9.2 33.21 Q W SPECIFICATIONS SPECIFICATIONS SPECIFICATIONS Rockford Model RPS-100-SS-AFC-H20 all welded 10 gauge stainless steel solids interceptor,for on the floor orflush with the floor installation,100 Rockford Model RP-150-SS-AFC-H20 all welded stainless steel interceptor,with 196 gallon static holding capacity,150 g.p.m.intermittent flow, Rockford Model SB-2424X10-SS-AF-C-NH-X3-H20 all welded stainless steel sample box,3.00"no-hub Inlet&outlet connections,removable -plate g.p.m.intermittent flow,3.00"no hub inlet and outlet connections,removable 3/16"nonskid diamond tmad cover for on the floor or flush with 300Ina.grease/sludge capacity,4.00"no-hub inlet and outlet connections and flow Control device,removable 3116"nonskid diamond tread plate 3/16"nonskid diamond trad-plate cover for flush in floor installation suitable for heavy secured with stainless flat head screws,heavy //� floor installation suitable for heavy traffic,secured with stainless steel flat head screws,heavy duty leak-proof gasket.With added options:4.00" ver for on the floor or flush with floor installation suitable for heavy traffic,secured with stainless steel flat head screws,heavy duty leak-proof duty leak-proof gasket,OPEX Shop Coat coating inside and bituminous coating outside.With added options:3.00"no-hub inlet/outlet,stainless co 5L integral extension,3.00"no-hub inlet/outlet,stainless steel construction,anchor flange with clamp device,and heavy traffic H20 rated construction. gasket.With added options:3.00"no-hub inleVoutlet,Stainless steel construction,anchor flange with clamp device,and heavy traffic H2O rated steel construction,anchor flange with clamp device,and reinforced for heavy traffic H2O rated construction. _ Construction. T Z Z Optional features(Additional cost)listed above Optional features(Additional cast)listed above Optional features(Additional cost)listed above W Approved By Company Date Approved By Company Date Approved By Company Date G D J SHEET NUMBER: P7 ® SCALE:NA JOB NUMBER: #24-0001319 N O I PROVIDE FLANGED HOUSINGS WITH HEAVY DUTY HOUSING IS COMPLETELY FREE o PROVIDE FLANGED HOUSINGS WITH HEAVY DUTY FOR WALL CONSTRUCTION MAY EXTEND AS WASTE OR CAST IRON COVERS WHEN USED IN OUTDOOR OF PIPING SO THAT NO LOADING CAST IRON COVERS WHEN USED IN OUTDOOR z VENT PIPING HOUSING IS COMPLETELY FREE ¢o 0 REFER TO ARCHITECTURAL AND HEAVY TRAFFIC APPLICATIONS IS TRANSMITTED TO THE PIPE AND HEAVY TRAFFIC APPLICATIONS ° — k OF PIPING SO THAT NO LOADING DRAWINGS IS TRANSMITTED TO THE PIPE — 12- ADJUSTABLE HOUSING > > w = w PROVIDE CAST BRONZE 1/2 TO ENSURE TRUE FLOOR o o FINISH GRADE LEVEL INSTALLATION Y Y TAPER THREAD PLUG WITH 12- w w w w STAINLESS STEEL ROUND 1/2- v a z a PROVIDE SANITARY TAP TEE COVER AND SCREW a�. a�. FINISH FLOOR FINISH GRADE OR TEST TEE WITH TAP ON '• a '• a ° n TOP AS REQUIRED OR /\/\ ° a° '. 6 Y n m z z z CONTRACTOR MAY CHOSE TO \//\\ \\ \ \\ \//\\/ \/\\/ - 4. a °> m> PROVIDE MANUFACTURED \.OVA zz w N CLEANOUT TEE WITH �A% \ GAS/WATER7 COUNTERSUNK PLUG REFER TO SPECIFICATIONS FOR TIGHT PLUG PROVIDE MINIMUM EXACT PIPING MATERIALS AND 12" DIAMETER GAS/WATER VA/VA//VA//�� V//\ V�/V�/ CONCRETE RING TIGHT PLUG COUPLING TYPE (TYP) (TYP) ANCHOR/FLASHING FLANGE PROVIDE MINIMUM FINISH FLOOR (WHERE APPROPRIATE) 12" DIAMETER �. CAST-IN-PLACE CONCRETE RING SECURED COVER ° FOR CLEAN OUT N V 5 REFER TO SPECIFICATIONS CAST-IN-PLACE " 'a.' a' ' 'a: ONE WAY ACCESS (TYP) FOR EXACT DRAINAGE PIPE SECURED COVER �CLEANOUT MATERIALS AND COUPLING TYPE (T) FOR CLEAN OUT 133Trenenolo Dr.#200 REFER TO SPECIFICATIONS ACCESS COMBINATION WYE AND FOR EXACT DRAINAGE PIPE T.sasNv5.soomo 1/8 BEND IF CLEANOUT MATERIALS AND COUPLING COMBINATION LE AND w w PROVIDE 1/4 BEND LONG SWEEP TYPE (�) 1/8 BEND IF CLEANOUT (90' EXTRA LONG ELBOW) FITTING IF OCCURS MIDSTREAM OCCURS MIDSTREAM CLEANOUT OCCURS AT END OF LINE PROVIDE TWO COMBINATION WYE AND 1/8 BEND FITTINGS DIRECTED TOWARD ONE ANOTHER IN ORDER TO ENSURE ALL PORTIONS OF + PIPING MAY BE ACCESSED. CONTRACTOR MAY ALSO CHOOSE TO PROVIDE MANUFACTURED TWO-WAY CLEAN OUT FITTING IN LIEU OF 1/4 BEND LONG SWEEP (90'EXTRA LONG ELBOW) PIPING ARRANGEMENT SHOWN FITTING IF CLEAN OUT OCCURS AT END OF LINE 4W8 s'Q�ONAL�O WALL CLEANOUT (NO HUB) 3 TWO-WAY CLEANOUT (NO HUB) 2 FLOOR/GRADE CLEANOUT (NO HUB) 1 NO SCALE P6.0 NO SCALE P6.0 NO SCALE P6.0 J SEAL SLEEVE WITH TIGHTLY FINISHED WALL SURFACE PACKED OAKUM AND SEAL WITH WATER PROOF Z TERMINATE SLEEVE FLUSH 0 CENTER PIPE IN SLEEVE WITH FINISHED WALL v J'^ Q SURFACES Q 1 � W o COAT EXTERIOR SURFACES a WITH TAR COMPOUND W STANDARD WEIGHT STEEL Q PIPE POURED IN PLACE Z or W Q ~Z EXTERIOR WALLS W a J J o a Q 0 PIPE SLEEVES THROUGH WALL 4 F- NO SCALE P6.0 Q T� Z y Cm L J EL SHEET NUMBER: P6 ® SCALE:NA JOB NUMBER: #24-0001319 N O NOTICE: o u t w Z 1. OPERATING CAPACITY. REFER TO SCHEDULES. 2. DESIGN LOAD: H-20 TRAFFIC RATED - ' VVVVVVWVVVVVVVW }� W W # W V1 Z K 3. STEEL ENCASED COMPOSITE LID FOR WATER Y Y AND GAS TIGHT SEAL. a z a x U 4. BEDDING NOTE: SUITABLE SUB-BASE BEDDED =UE] t WNI� I SL Bfj��RED E UC AL DR IN S. Vl� m� m VVVVV�AA/VVVV�M/V ,�0y W N d 5. FOR COMPLETE DESIGN AND PRODUCT O� o INFORMATION CONTACT ROCKFORD SEPARATORS t 6. PROVIDE OWENS CORNING FOAMULAR XPS RIGID INSULATION TO COVER COMPLETELY INTERCEPTORS AND SAMPLE PORT. 6" CONCRETE PAD 7, PROVIDE STAINLESS STEEL EXTERIOR CLADDING TO INTERCEPTORS AND SAMPLE PORT OVER INSULATION. N V 5 8. PROVIDE OWENS CORNING INSULATION WRAP 133 Technology Dr.#200 Irvine,CA 92618 SOLIDS INSULATION WITH CLADDING WITH ALUMINUM JACKETING OVER PIPING. INTERCEPTOR (TYP) T'www NV5.co0m0 9. PROVIDE HEAT TRACING FOR INTERCEPTORS, SAMPLE PORT, AND PIPING. INCLUDING ALL SIDES, TOP, AND BOTTOM. PROVIDE (4) CABLE SETS OF nVENT RAYCHEM XL-TRACE SELF REGULATING HEATING CABLE 8XLE1-CT 120V 4 Kis icy 8W/FT. SEGMENT OPERATING LOAD OF 1.06KW. °r PROVIDE ALL NECESSARY ACCESSORIES FOR _ °z GREASE INTERCEPTOR COMPLETE INSTALLATION. 46078 a-0 SAMPLE PORT s4j°NAL�G HEAT TRACING CABLE (WRAP GREASE INTERCEPTOR SIX TIMES) SOLIDS INTERCEPTOR TO GREASE INTERCEPTOR THROUGH SAMPLE PORT OJNO SCALE 1 O_ Z O rn� v/ Q 1 � nW o 1..� a W U ZOC w Q Z W r� Q J � � o W C ao TZ Z Z m D J SHEET NUMBER: p SCALE:NA JOB NUMBER: #24-0001319 N O I O N 1 1 w I Z EQUIVALENT PIPE LENGTH PUMP LOGIC NOTES G co CONTROLLER REQUIREMENTS: > w ;� w DIAMETER OF FITTING 45'BEND 90'BEND GATE VALVE BACKWATER VALVE 120V/1 0 . F o of (INCHES) (FEET) (FEET) (FEET) (FEET) - PUMP HOA SWITCH x Y BI PRE-CAST CONCRETE - WET WELL FLOATS FOR PUMP START / PUMP STOP / = w w o. w 2" 4' 1 7' 1.3' 11' HIGH LEVEL ALARM WITH AUDIBLE/VISUAL ALARM I MM 1 - PUMP ON/OFF AND FAULT INDICATION B q VALVE BOX: - DRY CONTACTS FOR PUMP FAULT AND HIGH LEVEL m Z Z Z CAST IRON ASTM A48 CLASS 30B ALARM FOR FUTURE CONTROLS INTEGRATION. m CALCULATION OF EQUIVALENT LENGTH PIPE MATERIAL- STAINLESS STEEL BI BO M STAR PIPE PRODUCTS VB-0028 - ELECTRICAL CONTRACTOR MUST PROVIDE A REDUNDANT 3 z F (5) 90'ELBOWS 35 FT PUMP: PUMP 14"W x 17"L x 24"DEEP CONDUIT SEAL BETWEEN THE JUNCTION BOX AND CONTROL o (3) 45'ELBOWS 12 FT 27 FT®50 GPM, CONTROLLER PANEL. (1) BACKWATER VALVE 11 FT 1 HP, 3 PHASE 60HZ, 208V FUNCTIONS: INSTALL GATE VALVES (1) GATE VALVE 1.3 FT AND BOXES OUTSIDE DEVELOPED PIPE LENGTH LOW: PUMP STOP LIFT STATION ONADJACENTSUPPOTED WALL HORIZONTAL 21 FT HIGH: PUMP START VERTICAL 23 FT ALARM: AUDIO/VISUAL/BAS CONTACTS W = 3 FT', TOTAL EQUIVALENT LENGTH 103.3 FT ----------HOA SWITCH 2"Rw 2°Rw 0 N V 5 2.5"V 133 Technology Dr.#200 3"GR Irvine,CA 92618 T.949 419-3030 TOTAL GPM: 100 FU = 50 GPM www.NV5.com AT .NV5.com C = HAZEN-WILLIAMS "C" FACTOR = FOR STAINLESS = 150 1/4" PER FOOT h0 = 10.51 Q(1.85) L - (10.51) (50) (1.8 5 )(103.3)= 4.9 FT 0-85) d(4.87) (1501.85) (2)4.87 A xis ,t cy htct= 23 FT + 3.8 FT = 26.8 FT SAY 27 FT. L = 3 FT °r 4W8 SIZING OF BASIN (3' x 3' x 8'H) PUMP LEVEL CONTROLLER PANEL WITH VFD. ass'°NAL0 LOCATED 48"AFF ON NEARBY WALL. USABLE VOLUME (V) = L x W x H = 3' x 3' x (8'-4.63') = 30.33 FT' CONDUIT SEAL = 226.8 GAL (3 REQUIRED) POWER CORD STAINLESS STEEL FLOAT (TYP) MIN. CYCLING TIME OF 6 MINUTES (10 START UPS PER HOUR). THE CYCLING TIME IS THE TIME BRACKET WITH STRAIN RELIEF BOLT DOWN H-20 TRAFFIC BETWEEN TWO CONSECUTIVE PUMP START-UPS: CONNECTORS RATED COVER CYCLING TIME = TIME TO EMPTY THE BASIN + TIME TO FILL THE BASIN HIGH WATER LEVEL INDICATOR H = 23 FT FOR LOCAL AUDIBLE/VISIBLE SEAL PENETRATION TANK STOP LEVEL = 0% ALARM ON WALL, DRY CONTRACT WATER TIGHT WITH TANK START LEVEL = 60% INTEGRATION.RE AUTOMATION GASKETED LIDS PUMPED DRAIN AT FOR VALVE BOX VENT j ELEV 126.00 TANK USED VOLUME = 226.8 GAL IF THE SUMP USABLE VOLUME IS 226.8 GAL, THEN THE TIME IT TAKES TO EMPTY THE BASIN IS: 226.8 GAL x 0.6 DRAIN 2" STAINLESS. O = 2.7 MIN 50 GAL/MIN �% STAINLESS STEEL !^ Q AND THE TIME IT TAKES TO FILL THE BASIN IS: LIFTING CHAIN WITH \/, 226.8 GAL SHACKLES Q 50 GAL/MIN = 4.5 MIN Q THUS, THE CYCLING TIME IS: O (2.7 + 4.5) MIN = 7.2 MIN THEREFORE, SINCE THE CYCLING TIME IS MORE THAN 6 MINUTES, AS USABLE SUMP VOLUME a OF 226.8 GAL IS ADEQUATE. HI MINIMUM FROM-4,." LIJ HIGH WATER LEVEL (� Z W INV ELEV. 121.37 CONFIRM ONSITE PE INLET SS STEEL PUMP CURVE SEAL PENETRATION — UPPE R EPUMP BRACKET Z WATER TIGHT W WEDA$08N ELEV 120.37 STAINLESS STEEL QUICK PUMP ON171� DISCONNECT. Q 9(16 (ft) STAINLESS STEEL BALL J J � 50 iWEDA508Niph60hz CHECK VALVE 4 CONTROL FLOATS Q �1 2 40 2" STAINLESS DISCHARGE PIPE Lu 10 30 304 STAINLESS STEEL 0 Z GUIDERAILS 8 6 20 - STAINLESS STEEL 4 / LOWER PUMP BRACKET Z 10 ELEV 118.00 �' m 2 PUMP CONCRETE PIT: PRECAST CONCRETE 1 0 10 20 30 40 50 60 20 (9pm) \\� \��\�� \��\ —0 X — X — 50 100 150 200 250 300(1/min)low INSTALL BASIN J ON BASE PAD a SHEET NUMBER: GRINDER PUMP EJECTOR NONE P6.2 P6 . 2 SCALE:NA JOB NUMBER: #24-0001319 Appendix 2: Standard Operating Procedures ro-m% Document No. HPS-WI-0002 Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team Change Significant Changes Changed By: Date: 08/05/2024 Change SOP Treatment and Emptying of Wastewater from Containers to work Marcelo Ley instruction. 08/22/2024 Updated the WI template and document number. Jolene Dorsey 09/25/2025 Updated the chemicals for wastewater treatment. Jolene Dorsey 4.7. Add, Sample to be sent out to a third-parry laboratory for BOD and TSS 05/27/2025 testing. Jolene Dorsey 5.0. Updated the form reference. 07/14/2025 Updated the steps for taking the pH reading. Jolene Dorsey 8/8/2025 Updated the steps for new chemical dosage. Hoonseo Hwang Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 1 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 1. PURPOSE This Work Instruction will provide the proper steps to Treat and dispose of the Wastewater from the result of different procedures in cooking area. 2. SCOPE This Work Instruction applies to the Production Department, specifically in the cooking area procedures. These procedures are from doing Blocking, Press Bone, and Extruder Machines. 3. RESPONSIBILITIES Production Manager, Assistant Production Manager, Cooking Supervisor: Instruct the operators on how to follow the instructions to maintain and dispose properly of the wastewater from the container while notifying the Quality department. Production Operators: Ensure to follow the established Work Instruction by monitoring the levels of wastewater and recording them. Treat the wastewater while it is in the container. Quality Manager, Director, and Associates: Quality Manager/Director is responsible for validating the overall process. Quality Tech's responsibilities will be verifying the chemicals being added, sending the sample to the lab for testing, and making sure the peroxide is in stock. Safety Coordinator: Conduct training with the operators on the proper and safe treatment of disposal of wastewater from the containers. 4 PROCEDURE 4.1 Personal Protective Equipment(PPE). Before treating or emptying wastewater, wear: hair net(when in production areas), safety glasses or face shield, chemical-resistant gloves (e.g., nitrile), chemical-resistant apron, and slip-resistant shoes/boots. Have an eyewash and spill kit available. *jkA 4.2 Container setup (pre-fill checks). Confirm the wastewater container is in the designated area and on level ground. Install the stainless-steel screen/trap to capture cheese solids and debris. Place the agitation hose/mixer into the container. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 2 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 4.3 Collecting whey wastewater. Before transferring from the cheese vat, measure and record the vat pH (typical whey pH—5- 6). Route wastewater to the red buckets or a dedicated line to the container—do not send it directly to the drain. y %tl - 4.4 Bucket handling. Fill each red bucket to no more than 3/4 full to prevent strain or spills. Ask for help if a bucket is heavy. 4.5 Coarse solids settling and transfer. Set full buckets aside 30-40 minutes to allow coarse solids to settle. Slowly pour the supernatant into the container so settled solids remain in the bucket. Ensure the stainless-steel screen is in place. If any spill occurs, assign someone to wash down the outside of the tank and clean the floor at least 5 ft around the tank. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 3 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 44 _ - 4.6 Chemical treatment(in-container coagulation/flocculation). a) When the container reaches at least the first level line, start agitation. b) Raise pH to 11.0-12.0 using ADJ5050 (50% NaOH). Add gradually while mixing and record pH until the setpoint is reached. c) Dose ferric sulfate coagulant(IC1187) at 2,000 mg/L (ppm)based on the actual liquid volume in the container. 4.7 Pre-discharge verification & sampling. After settling, check the supernatant: clarity acceptable, and pH within the City-approved discharge range(6.0—8.0). If pH is above range, lower it slowly with MPH5000 (50% citric acid), mix gently, and allow 10-15 minutes to re-settle before re-checking pH. Ld M 4.8 Positioning for discharge. When the container is ready to be emptied,use an electric pallet jack to position it near the drain. Remove one drain grate and place the discharge hose into the drain so flow is directed toward the sewer. J II Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 Revision#:1 4 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 4.9 Pump setup. Open the container lid. Place the clean transfer pump into the clear supernatant only; keep all electrical connections dry and out of the water. Plug into a suitable outlet. - - 4.10 Pumping (rate control). Set the pump to a controlled rate not to exceed the facility's approved flow (<40 GPM typical; brief peaks< 50 GPM). Pump only the clear supernatant to the drain line that routes through the solids and grease interceptors and the sample box. Monitor the hose position at all times. 4.11 Sludge handling. After the clear layer is removed, vacuum or manually collect remaining sludge. Dispose of sludge in solid waste containers—do not send sludge to the drain. Remove the pump, rinse with clean water, and store properly. s i 4.12 Container cleaning. Close the top door. Secure the green round cover. Clean the top/exterior of the container with water and soap; discharge this wash water to the floor drain only after solids have been removed and screens are in place. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 5 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 4.13 Container rotation. Return the clean container to the designated area with the pallet jack. Keep one container open for filling until it reaches the 4th level (yellow line; =216 gal). Once final chemical treatment is complete and the lid is secured, switch to the next container and repeat the process. o r! 4.14 Recordkeeping. Complete the Wastewater Treatment Log: date/time, vat pH, in-tank volume, chemical doses (amount and lot),pH profile during treatment, mix/settle times, supernatant clarity, pump start/stop times and sludge volume disposed, operator initials, and monthly lab report ID. 4. REFERENCES Reference 1 Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 Revision#:1 6 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-0002 ro-m-Ni Himalayan Pet Supply Revision No: 4 Work Instruction Revision Date: 07/14/2025 Title: Wastewater Handling Instructions Implementation Date: 07/01/2025 Prepared By: Jolene Dorsey Approved By: HPS Management Team 5. DEFINITIONS IC1187(Ferric sulfate coagulant): A ferric sulfate—based coagulant solution used to destabilize suspended/colloidal solids and promote floc formation in industrial wastewater. ADJ5050(Sodium hydroxide 50%): A concentrated caustic solution used to raise pH during treatment. Strongly corrosive MPH5000(50% Citric Acid): A solution designed to reduce pH levels to meet the city's discharge allowance after treatment. Wastewater: Water that has been used in the home, in a business, or as part of an industrial process. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 7 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Appendix 2: Standard Operating Procedures ro-m-Ni Document No. HPS-WI-1005 Himalayan Pet Supply Revision No: 1 Work Instruction Revision Date: 08/18/2024 Title: Dry Cleaning and Sanitizing Step-by-Step Implementation 08/29/2024 Date: Prepared By: Jolene Dorsey(Quality Manager) Approved By: HPS Management Team Change Significant Changes Changed By: Date: 08/18/2024 New Procedure Jolene Dorsey Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 1 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-1005 ro—m—Ni Himalayan Pet Supply Revision No: 1 Work Instruction Revision Date: 08/18/2024 Title: Dry Cleaning and Sanitizing Step-by-Step Implementation 08/29/2024 Date: Prepared By: Jolene Dorsey(Quality Manager) Approved By: HPS Management Team 1. PURPOSE To make certain dry cleaning is completed effectively. 2. SCOPE This Work Instruction shall be applicable for dry cleaning pertaining to all Production related equipment and utensils. 3. RESPONSIBILITIES Operator: Executer Production Management: Execute the cleaning process Quality Department: Validate the cleaning process 4. PROCEDURE Prior to beginning the cleaning process make sure to follow all Safety Precautions. Do not wear loose clothing, loose neckwear or exposed jewelry while operating the machinery. Always use Personal Protective Equipment(PPE). Av � Pre-Cleaning 1. Have all equipment, tools, and cleaning chemicals readily available. 2. Purge all systems and lock-out/tag-out equipment. 3. Disassemble equipment to make all parts accessible for cleaning and sanitizing. 4. Place all removable parts, as well as loose utensils and tools, on a designated cart. 5. Transport these loose items to a separate cleaning area. 6. Soak parts in cleaning solution at proper dilution(per label instructions); ensure that extrusion nozzles are free of buildup and debris. Or place loose parts on a wire rack and spray with cleaner; allow to sit for desired time and rinse. In either case, ensure that no parts,utensils, gaskets, and tools are nested. 7. Remove debris from transport cart and/or wire rack; spray with cleaner; allow to sit for desired time, then rinse. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 Z THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-1005 ro-m-Ni Himalayan Pet Supply Revision No: 1 Work Instruction Revision Date: 08/18/2024 Title: Dry Cleaning and Sanitizing Step-by-Step Implementation 08/29/2024 Date: Prepared By: Jolene Dorsey(Quality Manager) Approved By: HPS Management Team 8. Once cleaned,place loose parts upside down to dry and to ensure all water is emptied. 9. Conduct any necessary wet cleaning first and then, when areas are dry, conduct dry cleaning. Dry Cleaning 1. Depending on the debris, there may be a need for physical removal of the debris. Use either manual or mechanical action scraping,brushing, vacuuming,blowing of compressed air, etc.)to remove excess debris and organic matter. Vacuuming is preferred because it collects the dust rather than pushing it into other areas. 2. Use a systemic approach of top-down cleaning—beginning at the ceiling and working toward the floor. 3. For stationary equipment: Use a vacuum or high-pressure air to remove loose dust and dirt (if air blow-down is used ensure containment of the dust); then use pads,brushes, and dry lint-free towels with a cleaning solution(ensuring that the pads and brushes are free of dripping moisture) to hand-wipe the equipment. Use lint-free towels to completely dry all surfaces. 4. Ensure that all surfaces and equipment are cleaned, as well as floors, walls, and corners. 5. Empty and clean all trash bins. Take particular care with the dust in the vacuum and the soiled towels; properly dispose outside the facility. 6. Perform a post-cleaning visual inspection and correct any deficiencies. 7. After ensuring all loose parts are dry, return them to their proper areas, reassemble equipment, and remove lock-out/tag-out. Dry Sanitizing 1. Follow cleaning process by sanitizing with a dry disinfectant. 2. Use a low-moisture, EPA-registered sanitizer which is safe for food-contact surfaces, such as the SANITE 75. 3. The selected sanitizer SANITE 75 is an EPA-registered surface sanitizer for food-contact surfaces and that it doesn't require a rinse. Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 3 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Document No. HPS-WI-1005 ro-m-Ni Himalayan Pet Supply Revision No: 1 Work Instruction Revision Date: 08/18/2024 Title: Dry Cleaning and Sanitizing Step-by-Step Implementation 08/29/2024 Date: Prepared By: Jolene Dorsey(Quality Manager) Approved By: HPS Management Team 4. After sanitizing, conduct a visual inspection, validate and verify sanitation. Correct any deficiencies. 5. Document cleaning and sanitizing, as well as any corrective actions. Release for production. 1. REFERENCES SANITE 75 2. DEFINITIONS None Himalayan Pet Supply FORM-QA-1013 1 Created/Approved By:J.Dorsey I Approved Date:08/20/2024 1 Revision#:1 4 THIS DOCUMENT IS UNCONTROLLED WHEN PRINTED Appendix 3: Whey Wastewater Pretreatment Version: 2.2 Effective Date: Feb-19-2023 Previous Date: Dec-18-2017 Q VEOIIA SAFETY DATA SHEET BETZ* MPH5000 1. Identification Product identifier BETZ MPH5000 Other means of identification None. Recommended use Membrane cleaner Recommended restrictions None known. Company/undertaking identification Veolia WTS USA, Inc. 3600 Horizon Blvd. Trevose, PA 19053 T 215 355 3300, F 215 953 5524 Emergency telephone (800)877 1940 2. Hazard(s) identification Physical hazards Corrosive to metals Category 1 Health hazards Skin corrosion/irritation Category 2 Serious eye damage/eye irritation Category 2A Specific target organ toxicity, single exposure Category 3 respiratory tract irritation OSHA defined hazards Not classified. Label elements Pau 1 Signal word Warning Hazard statement May be corrosive to metals. Causes skin irritation. Causes serious eye irritation. May cause respiratory irritation. Precautionary statement Prevention Keep only in original container.Avoid breathing mist or vapor.Wash thoroughly after handling. Use only outdoors or in a well-ventilated area.Wear protective gloves.Wear eye/face protection. Response If on skin: Wash with plenty of water/. If inhaled: Remove person to fresh air and keep comfortable for breathing. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Call a poison center/doctor//if you feel unwell. Specific treatment(see on this label). If skin irritation occurs: Get medical advice/attention. If eye irritation persists: Get medical advice/attention.Take off contaminated clothing and wash before reuse.Absorb spillage to prevent material damage. Storage Store in a well-ventilated place. Keep container tightly closed. Store in corrosive resistant/ container with a resistant inner liner. Disposal Dispose of waste and residues in accordance with local authority requirements. Hazard(s) not otherwise None known. classified(HNOC) Supplemental information None. Page: 1 /8 3. Composition/information on ingredients Mixtures Components CAS# Percent Citric acid 77-92-9 40-60 Composition comments Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this SIDS for our assessment of the potential hazards of this formulation. 4. First-aid measures Inhalation Remove victim to fresh air and keep at rest in a position comfortable for breathing. Call a POISON CENTER or doctor/physician if you feel unwell. Skin contact Wash with plenty of soap and water. Take off contaminated clothing and wash before reuse. Seek medical attention. Eye contact Immediately flush eyes with water for 15 minutes. Keep eyelids apart. Remove contact lenses. Continue rinsing. Get medical attention if irritation develops and persists. Ingestion Do NOT induce vomiting! Immediately give 1-2 glasses of water, if victim is fully conscious. Immediately contact a physician. Most important Symptoms may include stinging, tearing, redness, swelling, and blurred vision. May cause symptoms/effects,acute and respiratory irritation. May cause redness and pain. delayed Indication of immediate Provide general supportive measures and treat symptomatically. Keep victim under observation. medical attention and special Symptoms may be delayed. treatment needed General information Ensure that medical personnel are aware of the material(s)involved, and take precautions to protect themselves. 5. Fire-fighting measures Suitable extinguishing media Not available. Unsuitable extinguishing Do not use water jet as an extinguisher, as this will spread the fire. media Specific hazards arising from During fire, gases hazardous to health may be formed. the chemical Special protective equipment Self-contained breathing apparatus and full protective clothing must be worn in case of fire. and precautions for firefighters Fire fighting In case of fire and/or explosion do not breathe fumes. Use standard firefighting procedures and equipment/instructions consider the hazards of other involved materials. Move containers from fire area if you can do so without risk. Cool containers/tanks with water spray. Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. 6. Accidental release measures Personal precautions, Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Keep out of protective equipment and low areas.Wear appropriate protective equipment and clothing during clean-up.Avoid inhalation emergency procedures of vapors or mists. Do not touch damaged containers or spilled material unless wearing appropriate protective clothing. Ensure adequate ventilation. Local authorities should be advised if significant spillages cannot be contained. See Section 8 of the SIDS for Personal Protective Equipment. Methods and materials for Prevent entry into waterways, sewer, basements or confined areas. containment and cleaning up Large Spills: Stop the flow of material, if this is without risk. Dike the spilled material,where this is possible. Cover with plastic sheet to prevent spreading.Absorb spillage to prevent material damage.Absorb in vermiculite, dry sand or earth and place into containers. Small Spills:Wipe up with absorbent material (e.g. cloth,fleece). Clean surface thoroughly to remove residual contamination. Never return spills to original containers for re-use. Environmental precautions Avoid discharge into drains,water courses or onto the ground. 7. Handling and storage Precautions for safe handling Avoid contact with eyes.Avoid contact with skin.Avoid contact with clothing. Provide adequate ventilation.Wear appropriate personal protective equipment. Observe good industrial hygiene practices. Material name:BETZ*MPH5000 Page: 2/8 Version number:2.2 Conditions for safe storage, Store locked up. Store in a cool, dry place out of direct sunlight. Store in corrosive resistant including any incompatibilities container with a resistant inner liner. Keep only in the original container. 8. Exposure controls/personal protection Occupational exposure limits This mixture has no ingredients that have PEL, TLV, or other recommended exposure limit. Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering Good general ventilation (typically 10 air changes per hour)should be used.Ventilation rates controls should be matched to conditions. If applicable, use process enclosures, local exhaust ventilation, or other engineering controls to maintain airborne levels below recommended exposure limits. If exposure limits have not been established, maintain airborne levels to an acceptable level. Eye wash facilities and emergency shower must be available when handling this product. Individual protection measures, such as personal protective equipment Eye/face protection Splash proof chemical goggles. Skin protection Hand protection Chemical resistant gloves. The choice of an appropriate glove does not only depend on its material but also on other quality features and is different from one producer to the other. Glove selection must take into account any solvents and other hazards present. Other Wear appropriate chemical resistant clothing. Use of an impervious apron is recommended. Respiratory protection If engineering controls do not maintain airborne concentrations below recommended exposure limits(where applicable)or to an acceptable level (in countries where exposure limits have not been established), an approved respirator must be worn.A respiratory protection program that meets OSHA's 29 CFR 1910.34 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use. Thermal hazards Not applicable.Wear appropriate thermal protective clothing, when necessary. General hygiene Always observe good personal hygiene measures, such as washing after handling the material considerations and before eating, drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. 9. Physical and chemical properties Appearance Liquid Physical state Liquid. Form Not available. Color Colorless Odor Mild Odor threshold Not available. pH (concentrated product) < 1 Neat Melting point/freezing point 20 °F (-7°C) Initial boiling point and boiling 225°F(107 °C) range Flash point >214 °F(> 101 °C)P-M(CC) Evaporation rate Slower than Ether Flammability(solid, gas) Not available. Upper/lower flammability or explosive limits Explosive limit- lower(%) Not available. Explosive limit- upper(%) Not available. Vapor pressure 18 mmHg Vapor pressure temp. 70 °F (21 °C) Vapor density < 1 Relative density 1.24 Relative density temperature 70 °F (21 °C) Solubility(ies) Solubility(water) 100 % Partition coefficient Not available. (n-octanol/water) Auto-ignition temperature Not available. Decomposition temperature Not available. Material name:BETZ*MPH5000 Page: 3/8 Version number:2.2 Viscosity Not available. Other information pH in aqueous solution 2.4(5% Solution) Pour point 25°F(4 °C) VOC 0%CALCULATED 10. Stability and reactivity Reactivity The product is stable and non-reactive under normal conditions of use, storage and transport. Chemical stability Material is stable under normal conditions. Possibility of hazardous Hazardous polymerization does not occur. reactions Conditions to avoid Avoid contact with strong oxidizers. Avoid contact with strong bases. Incompatible materials Strong oxidizing agents. Hazardous decomposition Oxides of carbon evolved in fire. products 11. Toxicological information Information on likely routes of exposure Inhalation May cause irritation to the respiratory system. Skin contact Causes skin irritation. Eye contact Causes serious eye irritation. Ingestion May cause slight gastrointestinal irritation. Symptoms related to the Symptoms may include stinging, tearing, redness, swelling, and blurred vision. May cause physical, chemical and respiratory irritation. May cause redness and pain. toxicological characteristics Information on toxicological effects Acute toxicity May cause respiratory irritation. Product Species Test Results BETZ MPH5000 Acute Dermal LD50 Rabbit >2000 mg/kg (Calculated according to GHS additivity formula) Inhalation LC50 Rat >20 mg/I, 4 Hour(Calculated according to GHS additivity formula) Oral LD50 Rat >5000 mg/kg (Calculated according to GHS additivity formula) Components Species Test Results Citric acid (CAS 77-92-9) Acute Dermal LD50 Rabbit >2000 mg/kg Oral LD50 Rat 5400 mg/kg Skin corrosion/irritation Causes skin irritation. Serious eye damage/eye Causes serious eye irritation. irritation Respiratory or skin sensitization Respiratory sensitization Not available. Skin sensitization This product is not expected to cause skin sensitization. Germ cell mutagenicity No data available to indicate product or any components present at greater than 0.1%are mutagenic or genotoxic. Material name:BETZ*MPH5000 Page:4/8 Version number:2.2 Carcinogenicity This product is not considered to be a carcinogen by IARC,ACGIH, NTP, or OSHA. IARC Monographs. Overall Evaluation of Carcinogenicity Not listed. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. US. National Toxicology Program(NTP) Report on Carcinogens Not listed. Reproductive toxicity This product is not expected to cause reproductive or developmental effects. Specific target organ toxicity- May cause respiratory irritation. single exposure Specific target organ toxicity- Not classified. repeated exposure Aspiration hazard Due to partial or complete lack of data the classification is not possible. Aspiration of this product may cause the same corrosiveness/irritation impacts as if it were ingested. 12. Ecological information Ecotoxicity Product Species Test Results Aquatic Crustacea LC50 Ceriodaphnia 1510 mg/I,48 hour(pH adjusted) Daphnia magna 2120 mg/I,48 hour(pH adjusted) NOEL Ceriodaphnia 720 mg/I,48 hour(pH adjusted) Daphnia magna 1160 mg/I,48 hour(pH adjusted) Fish LC50 Fathead Minnow 5940 mg/I, 96 hour(pH adjusted) NOEL Fathead Minnow 2500 mg/I, 96 hour(pH adjusted) Bioaccumulative potential No data available. Partition coefficient n-octanol/water(log Kow) Citric acid -1.64 Bioconcentration factor(BCF) Citric acid 3 Mobility in soil No data available. Other adverse effects No other adverse environmental effects(e.g. ozone depletion, photochemical ozone creation potential, endocrine disruption, global warming potential)are expected from this component. 13. Disposal considerations Disposal instructions Collect and reclaim or dispose in sealed containers at licensed waste disposal site. Incinerate the material under controlled conditions in an approved incinerator. Dispose of contents/container in accordance with local/regional/national/international regulations. Local disposal regulations Dispose in accordance with all applicable regulations. Hazardous waste code D002:Waste Corrosive material [pH —2 or =>12.5, or corrosive to steel] The waste code should be assigned in discussion between the user,the producer and the waste disposal company. Waste from residues/unused Dispose of in accordance with local regulations. Empty containers or liners may retain some products product residues. This material and its container must be disposed of in a safe manner(see: Disposal instructions). Empty containers or liners may retain some product residues. This material and its container must be disposed of in a safe manner. Contaminated packaging Since emptied containers may retain product residue,follow label warnings even after container is emptied. Empty containers should be taken to an approved waste handling site for recycling or disposal. 14. Transport information DOT UN number UN3265 UN proper shipping name Corrosive liquid, acidic, organic, n.o.s. (CITRIC ACID) Transport hazard class(es) Class 8 Subsidiary risk - Material name:BETZ*MPH5000 Page: 5/8 Version number:2.2 Packing group III Special precautions for user Not available. ERG number 153 Some containers may be exempt from Dangerous Goods/Hazmat Transport Regulations, please check BOL for exact container classification. IATA UN number UN3265 UN proper shipping name CORROSIVE LIQUID,ACIDIC, ORGANIC, N.O.S. (Citric acid) Transport hazard class(es) Class 8 Subsidiary risk - Packing group III Environmental hazards No Special precautions for user Not available. IMDG UN number UN3265 UN proper shipping name CORROSIVE LIQUID,ACIDIC, ORGANIC, N.O.S. (CITRIC ACID) Transport hazard class(es) Class 8 Subsidiary risk - Packing group III Environmental hazards Marine pollutant No. EmS F-A, S-B Special precautions for user Not available. DOT Po IATA; IMDG tY � 15. Regulatory information US federal regulations All components are on the U.S. EPA TSCA Inventory List. This product is a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. Toxic Substances Control Act(TSCA) TSCA Section 12(b) Export Notification (40 CFR 707, Subpt. D) Not regulated. CERCLA Hazardous Substance List(40 CFR 302.4) Not listed. SARA 304 Emergency release notification Not regulated. Material name:BETZ*MPH5000 Page: 6/8 Version number:2.2 OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) SARA 302 Extremely hazardous substance Not listed. SARA 3111312 Hazardous Yes chemical Classified hazard Corrosive to metal categories Skin corrosion or irritation Serious eye damage or eye irritation Specific target organ toxicity(single or repeated exposure) SARA 313 (TRI reporting) Not regulated. Other federal regulations Clean Air Act(CAA)Section 112 Hazardous Air Pollutants (HAPs) List Not regulated. Clean Air Act(CAA)Section 112(r)Accidental Release Prevention(40 CFR 68.130) Not regulated. Safe Drinking Water Act Not regulated. (SDWA) Inventory status Country(s)or region Inventory name On inventory(yes/no)* Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No United States& Puerto Rico Toxic Substances Control Act(TSCA) Inventory Yes *A"Yes"indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A"No"indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). NSF Registered and/or meets Registration No.— 161577 USDA(according to 1998 Category Code(s): guidelines): G5 Cooling and retort water treatment products US state regulations California Safe Drinking Water and Toxic Enforcement Act of 1986(Proposition 65):This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins. California Proposition 65 California Safe Drinking Water and Toxic Enforcement Act of 1986(Proposition 65):This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins. US-California Proposition 65-CRT: Listed date/Carcinogenic substance No ingredient listed. US-California Proposition 65-CRT: Listed date/Developmental toxin No ingredient listed. US-California Proposition 65-CRT: Listed date/Female reproductive toxin No ingredient listed. US-California Proposition 65-CRT: Listed date/Male reproductive toxin No ingredient listed. 16. Other information, including date of preparation or last revision Issue date Nov-16-2014 Revision date Feb-19-2023 Version# 2.2 NFPA ratings Health: 2 Flammability: 0 Instability: 0 NFPA ratings i 0 Material name:BETZ*MPH5000 Page: 7/8 Version number:2.2 List of abbreviations CAS: Chemical Abstract Service Registration Number TWA:Time Weighted Average STEL: Short Term Exposure Limit LD50: Lethal Dose, 50% LC50: Lethal Concentration, 50% NOEL: No Observed Effect Level COD: Chemical Oxygen Demand BOD: Biochemical Oxygen Demand TOC: Total Organic Carbon IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods Code ACGIH:American Conference of Governmental Industrial Hygienists TSRN indicates a Trade Secret Registry Number is used in place of the CAS number. References: No data available Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication.The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification.The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text.The information in the sheet was written based on the best knowledge and experience currently available. Revision information This document has undergone significant changes and should be reviewed in its entirety. Prepared by This SIDS has been prepared by Veolia Water Technologies&Solutions' Regulatory Department (1-215-355-3300). Trademark of Veolia. May be registered in one or more countries. Material name:BETZ*MPH5000 Page: 8/8 Version number:2.2 Appendix 3: Whey Wastewater Pretreatment Version: 4.2 Effective Date: Feb-11-2023 Previous Date: Apr-27-2021 Q VEOIIA SAFETY DATA SHEET OPTISPERSE* ADJ5050 1. Identification Product identifier OPTISPERSE ADJ5050 Other means of identification None. Recommended use Water based internal boiler treatment chemical. Recommended restrictions None known. Company/undertaking identification Veolia WTS USA, Inc. 3600 Horizon Blvd. Trevose, PA 19053 T 215 355 3300, F 215 953 5524 Emergency telephone (800)877 1940 2. Hazard(s) identification Physical hazards Corrosive to metals Category 1 Health hazards Acute toxicity, oral Category 4 Skin corrosion/irritation Category 1A Serious eye damage/eye irritation Category 1 OSHA defined hazards Not classified. Label elements Pau 1 Signal word Danger Hazard statement Harmful if swallowed. May be corrosive to metals. Harmful if swallowed. Causes severe skin burns and eye damage. Causes serious eye damage. Precautionary statement Prevention Keep only in original container. Do not breathe mist or vapor.Wash thoroughly after handling. Do not eat, drink or smoke when using this product.Wear protective gloves/protective clothing/eye protection/face protection. Wear eye/face protection. Response IF SWALLOWED: Rinse mouth. Do NOT induce vomiting. IF ON SKIN (or hair):Take off immediately all contaminated clothing. Rinse skin with water. IF INHALED: Remove person to fresh air and keep comfortable for breathing. IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately call a poison center/doctor.Wash contaminated clothing before reuse.Absorb spillage to prevent material-damage. Storage Store locked up. Store in corrosive resistant container with a resistant inner liner. Disposal Dispose of contents/container in accordance with local/regional/national/international regulations. Hazard(s) not otherwise None known. classified(HNOC) Supplemental information None. Page: 1 /9 3. Composition/information on ingredients Mixtures Components CAS# Percent Sodium hydroxide 1310-73-2 40-60 *Designates that a specific chemical identity and/or percentage of composition has been withheld as a trade secret. Composition comments Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this SDS for our assessment of the potential hazards of this formulation. 4. First-aid measures Inhalation Move to fresh air. Call a physician if symptoms develop or persist. Skin contact Take off immediately all contaminated clothing. Rinse skin with water/shower. Call a physician or poison control center immediately. Chemical burns must be treated by a physician.Wash contaminated clothing before reuse. Eye contact Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Call a physician or poison control center immediately. Ingestion Call a physician or poison control center immediately. Do not feed anything by mouth to an unconscious or convulsive victim. Do not induce vomiting. Rinse mouth. If vomiting occurs, keep head low so that stomach content doesn't get into the lungs. Most important Burning pain and severe corrosive skin damage. Causes serious eye damage. Symptoms may symptoms/effects,acute and include stinging,tearing, redness, swelling, and blurred vision. Permanent eye damage including delayed blindness could result. Indication of immediate Provide general supportive measures and treat symptomatically. Chemical burns: Flush with water medical attention and special immediately. While flushing, remove clothes which do not adhere to affected area. Call an treatment needed ambulance. Continue flushing during transport to hospital. Keep victim warm. Keep victim under observation. Symptoms may be delayed. Corrosive material It may not be advisable to induce vomiting. Possible mucosal damage may contraindicate the use of gastric lavage. General information Ensure that medical personnel are aware of the material(s)involved, and take precautions to protect themselves. Show this safety data sheet to the doctor in attendance. 5. Fire-fighting measures Suitable extinguishing media Water fog. Foam. Dry chemical powder. Carbon dioxide(CO2). Unsuitable extinguishing Do not use water jet as an extinguisher, as this will spread the fire. media Specific hazards arising from During fire, gases hazardous to health may be formed. the chemical Special protective equipment Wear full protective clothing, including helmet, self-contained positive pressure or pressure and precautions for firefighters demand breathing apparatus, protective clothing and face mask. Fire fighting In case of fire and/or explosion do not breathe fumes. Use standard firefighting procedures and equipment/instructions consider the hazards of other involved materials. Move containers from fire area if you can do so without risk. Cool containers/tanks with water spray. Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. 6. Accidental release measures Personal precautions, Please refer also to section no. 8'Exposure controls'for further information. Keep unnecessary protective equipment and personnel away. Keep people away from and upwind of spill/leak.Wear appropriate protective emergency procedures equipment and clothing during clean-up. Do not breathe mist or vapor. Do not touch damaged containers or spilled material unless wearing appropriate protective clothing. Ensure adequate ventilation. Local authorities should be advised if significant spillages cannot be contained. Material name:OPTISPERSE*ADJ5050 Page: 2/9 Version number:4.2 Methods and materials for Soak up with inert absorbent material. Prevent entry into waterways, sewer, basements or containment and cleaning up confined areas. Large Spills: Stop the flow of material, if this is without risk. Dike the spilled material,where this is possible. Cover with plastic sheet to prevent spreading.Absorb spillage to prevent material damage. Use a non-combustible material like vermiculite, sand or earth to soak up the product and place into a container for later disposal. Following product recovery,flush area with water. Small Spills:Wipe up with absorbent material (e.g. cloth,fleece). Clean surface thoroughly to remove residual contamination. Never return spills to original containers for re-use. Place in waste disposal container. Flush area with water. Spread sand/grit.Wet area may be slippery.Absorb onto inert material and dispose of according to Hazardous Waste Regulations. Remove small spills with plenty of water.Water contaminated with this product may be sent to a sanitary sewer treatment facility, or a permitted waste treatment facility, in accordance with any local agreements. Environmental precautions Avoid discharge into drains, water courses or onto the ground. 7. Handling and storage Precautions for safe handling Use care in handling/storage.Alkaline. Do not mix with acidic material. Do not get in eyes, on skin, or on clothing. When using, do not eat, drink or smoke. Do not breathe mist or vapor. Provide adequate ventilation. Observe good industrial hygiene practices.Avoid prolonged exposure. Wear appropriate personal protective equipment.Wash contaminated clothing before reuse. Do not taste or swallow.Wash hands thoroughly after handling. Conditions for safe storage, Store in original tightly closed container. Store in accordance with including any incompatibilities local/regional/national/international regulation. Do not freeze. If frozen,thaw completely and mix thoroughly prior to use. Store locked up. Store in corrosive resistant container with a resistant inner liner. Store in a cool, dry place out of direct sunlight. 8. Exposure controls/personal protection Occupational exposure limits US. OSHA Table Z-1 Limits for Air Contaminants(29 CFR 1910.1000) Components Type Value Sodium hydroxide(CAS PEL 2 mg/m3 1310-73-2) US.ACGIH Threshold Limit Values Components Type Value Sodium hydroxide(CAS Ceiling 2 mg/m3 1310-73-2) US. NIOSH: Pocket Guide to Chemical Hazards Components Type Value Sodium hydroxide(CAS Ceiling 2 mg/m3 1310-73-2) Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering Good general ventilation (typically 10 air changes per hour)should be used.Ventilation rates controls should be matched to conditions. If applicable, use process enclosures, local exhaust ventilation, or other engineering controls to maintain airborne levels below recommended exposure limits. If exposure limits have not been established, maintain airborne levels to an acceptable level. Eye wash facilities and emergency shower must be available when handling this product. Individual protection measures, such as personal protective equipment Eye/face protection Wear safety glasses with side shields(or goggles)and a face shield. Skin protection Hand protection Wear appropriate chemical resistant gloves. The choice of an appropriate glove does not only depend on its material but also on other quality features and is different from one producer to the other. Glove selection must take into account any solvents and other hazards present. Other Wear appropriate chemical resistant clothing. Respiratory protection If engineering controls do not maintain airborne concentrations below recommended exposure limits(where applicable)or to an acceptable level (in countries where exposure limits have not been established), an approved respirator must be worn.A respiratory protection program that meets OSHA's 29 CFR 1910.34 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use. Material name:OPTISPERSE*ADJ5050 Page: 3/9 Version number:4.2 Thermal hazards Wear appropriate thermal protective clothing,when necessary. General hygiene Keep away from food and drink.Always observe good personal hygiene measures, such as considerations washing after handling the material and before eating, drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. 9. Physical and chemical properties Appearance Liquid Physical state Liquid. Form Liquid. Color Colorless Odor Mild Odor threshold Not available. pH (concentrated product) Not available. Melting point/freezing point 50 °F (10 °C) Initial boiling point and boiling Not available. range Flash point >200 °F(>93 °C)SETA(CC) Evaporation rate < 1 (Ether= 1) Flammability(solid, gas) Not applicable. Upper/lower flammability or explosive limits Explosive limit- lower(%) Not available. Explosive limit- upper(%) Not available. Vapor pressure 18 mm Hg Vapor pressure temp. 70 °F (21 °C) Vapor density < 1 (Air= 1) Relative density 1.53 Relative density temperature 70 °F (21 °C) Solubility(ies) Solubility(water) 100 % Partition coefficient Not available. (n-octanol/water) Auto-ignition temperature Not available. Decomposition temperature Not available. Viscosity 124 cps Viscosity temperature 70 °F (21 °C) Other information Explosive properties Not explosive. Oxidizing properties Not oxidizing. pH in aqueous solution 13.4(5% SOL.) Pour point 55°F(13 °C) VOC 0% (Estimated) 10. Stability and reactivity Reactivity May be corrosive to metals. Chemical stability Material is stable under normal conditions. Possibility of hazardous Contact with strong acids may cause a violent reaction releasing heat. reactions Conditions to avoid Avoid contact with strong acids.Avoid temperatures exceeding the flash point. Contact with incompatible materials. Incompatible materials Strong acids. Strong oxidizing agents. Metals. Hazardous decomposition Elemental oxides products Material name:OPTISPERSE*ADJ5050 Page:4/9 Version number:4.2 11. Toxicological information Information on likely routes of exposure Inhalation Prolonged inhalation may be harmful. Mists or aerosols cause irritation to upper respiratory tract. Skin contact Causes severe skin burns. Eye contact Causes serious eye damage. Ingestion Causes digestive tract burns. Harmful if swallowed. Ingestion may cause severe irritation of the mouth, the esophagus and the gastrointestinal tract. Symptoms related to the Burning pain and severe corrosive skin damage. Causes serious eye damage. Symptoms may physical, chemical and include stinging,tearing, redness, swelling, and blurred vision. Permanent eye damage including toxicological characteristics blindness could result. Information on toxicological effects Acute toxicity Harmful if swallowed. Product Species Test Results OPTISPERSE ADJ5050 Acute Dermal LD50 Rabbit 2700 mg/kg (Calculated according to GHS additivity formula) Oral LD50 Rat 1000 mg/kg (Calculated according to GHS additivity formula) Components Species Test Results Sodium hydroxide(CAS 1310-73-2) Acute Dermal LD50 Rabbit 1350 mg/kg Oral LD50 Rabbit >500 mg/kg Skin corrosion/irritation Causes severe skin burns and eye damage. Serious eye damage/eye Causes serious eye damage. irritation Respiratory or skin sensitization Respiratory sensitization This product is not expected to cause respiratory sensitization. Skin sensitization This product is not expected to cause skin sensitization. Germ cell mutagenicity No data available to indicate product or any components present at greater than 0.1%are mutagenic or genotoxic. Carcinogenicity This product is not considered to be a carcinogen by IARC,ACGIH, NTP, or OSHA. IARC Monographs. Overall Evaluation of Carcinogenicity Not listed. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. US. National Toxicology Program (NTP) Report on Carcinogens Not listed. Reproductive toxicity This product is not expected to cause reproductive or developmental effects. Specific target organ toxicity- Not classified. single exposure Specific target organ toxicity- Not classified. repeated exposure Aspiration hazard Based on available data, the classification criteria are not met. Aspiration of this product may cause the same corrosiveness/irritation impacts as if it were ingested. Chronic effects Prolonged inhalation may be harmful. Prolonged or repeated contact may cause tissue necrosis, dermatitis and/or skin sensitisation. Material name:OPTISPERSE*ADJ5050 Page: 5/9 Version number:4.2 12. Ecological information Ecotoxicity Product Species Test Results Aquatic Crustacea 10% Mortality Ceriodaphnia 1785 mg/L, 48 hour(pH adjusted) 100% Mortality Daphnia magna 500 mg/L,48 hour 5% Mortality Daphnia magna 5000 mg/L, 48 hour(pH adjusted) 100 mg/L,48 hour LC50 Ceriodaphnia 2480 mg/L, 48 hour(pH adjusted) Fish 0% Mortality Fathead Minnow 5000 mg/L, 96 hour(pH adjusted) 50 mg/L, 96 hour Rainbow Trout 10000 mg/L, 96 hour(pH adjusted) 100% Mortality Fathead Minnow 200 mg/L, 96 hour 45% Mortality Fathead Minnow 10000 mg/L, 96 hour(pH adjusted) Bioaccumulative potential No data available. Mobility in soil No data available. Other adverse effects Not available. 13. Disposal considerations Disposal instructions Collect and reclaim or dispose in sealed containers at licensed waste disposal site. Dispose of contents/container in accordance with local/regional/national/international regulations. Local disposal regulations Dispose in accordance with all applicable regulations. Hazardous waste code D002:Waste Corrosive material [pH <=2 or =>12.5, or corrosive to steel] The waste code should be assigned in discussion between the user,the producer and the waste disposal company. Waste from residues/unused Dispose of in accordance with local regulations. Empty containers or liners may retain some products product residues. This material and its container must be disposed of in a safe manner(see: Disposal instructions).Avoid discharge into water courses or onto the ground. Contaminated packaging Since emptied containers may retain product residue,follow label warnings even after container is emptied. Empty containers should be taken to an approved waste handling site for recycling or disposal. 14. Transport information DOT UN number UN1824 UN proper shipping name Sodium hydroxide solution, RQ(Sodium hydroxide) Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Special precautions for user Not available. ERG number 154 Some containers may be exempt from Dangerous Goods/Hazmat Transport Regulations, please check BOIL for exact container classification. IATA UN number UN1824 UN proper shipping name Sodium hydroxide solution Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Environmental hazards No. ERG Code 154 Special precautions for user Not available. IMDG UN number UN1824 UN proper shipping name SODIUM HYDROXIDE SOLUTION, RQ(Sodium hydroxide) Material name:OPTISPERSE*ADJ5050 Page: 6/9 Version number:4.2 Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Environmental hazards Marine pollutant No. EmS F-A, S-B Special precautions for user Not available. DOT Po t`j= IATA; IMDG 15. Regulatory information US federal regulations This product is a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. Toxic Substances Control Act(TSCA) TSCA Section 12(b) Export Notification (40 CFR 707,Subpt. D) Not regulated. CERCLA Hazardous Substance List(40 CFR 302.4) Sodium hydroxide(CAS 1310-73-2) Listed. SARA 304 Emergency release notification Not regulated. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) SARA 302 Extremely hazardous substance Not listed. SARA 311/312 Hazardous Yes chemical Classified hazard Corrosive to metal categories Acute toxicity(any route of exposure) Skin corrosion or irritation Serious eye damage or eye irritation SARA 313 (TRI reporting) Not regulated. Other federal regulations Clean Air Act(CAA)Section 112 Hazardous Air Pollutants (HAPs) List Not regulated. Material name:OPTISPERSE*ADJ5050 Page: 7/9 Version number:4.2 Clean Air Act(CAA)Section 112(r)Accidental Release Prevention(40 CFR 68.130) Not regulated. Safe Drinking Water Act Not regulated. (SDWA) Inventory status Country(s)or region Inventory name On inventory(yes/no)* Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No United States& Puerto Rico Toxic Substances Control Act(TSCA) Inventory Yes *A"Yes"indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A"No"indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). Food and drug administration ALL ingredients in this product are authorized in 21 CFR173.310 for use as boiler water additives where the steam may contact food. The components of the product are considered GRAS for animal feed (FDA 21 CFR 582.1763). NSF Registered and/or meets Registration No.— 140698 USDA(according to 1998 Category Code(s): guidelines): G1 Water Treatment Products—General G5 Cooling and retort water treatment products G6 Boiler treatment products, steam line products—food contact US state regulations US. California. Candidate Chemicals List. Safer Consumer Products Regulations(Cal. Code Regs,tit.22, 69502.3,subd. (a)) Sodium hydroxide(CAS 1310-73-2) California Proposition 65 California Safe Drinking Water and Toxic Enforcement Act of 2016(Proposition 65):This material is not known to contain any chemicals currently listed as carcinogens or reproductive toxins. For more information go to www.P65Warnings.ca.gov. US-California Proposition 65-CRT: Listed date/Carcinogenic substance No ingredient listed. US-California Proposition 65-CRT: Listed date/Developmental toxin No ingredient listed. US-California Proposition 65-CRT: Listed date/Female reproductive toxin No ingredient listed. US-California Proposition 65-CRT: Listed date/Male reproductive toxin No ingredient listed. 16. Other information, including date of preparation or last revision Issue date Jun-30-2014 Revision date Feb-11-2023 Version# 4.2 NFPA ratings Health: 3 Flammability: 0 Instability: 0 NFPA ratings 0 Material name:OPTISPERSE*ADJ5050 Page: 8/9 Version number:4.2 List of abbreviations CAS: Chemical Abstract Service Registration Number ACGIH:American Conference of Governmental Industrial Hygienists TWA:Time Weighted Average STEL: Short Term Exposure Limit LD50: Lethal Dose, 50% LC50: Lethal Concentration, 50% NOEL: No Observed Effect Level COD: Chemical Oxygen Demand BOD: Biochemical Oxygen Demand TOC: Total Organic Carbon IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods Code EC50: Effect Concentration, 50% CEN: European Committee for Standardisation TSRN indicates a Trade Secret Registry Number is used in place of the CAS number. References: No data available Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication.The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification.The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Revision information This document has undergone significant changes and should be reviewed in its entirety. Prepared by This SIDS has been prepared by Veolia Water Technologies&Solutions' Regulatory Department (1-215-355-3300). Trademark of Veolia. May be registered in one or more countries. Material name:OPTISPERSE*ADJ5050 Page: 9/9 Version number:4.2 Appendix 3: Whey Wastewater Pretreatment Version: 3.3 Effective Date: Jun-09-2023 Previous Date: Feb-11-2023 Q VEOIIA SAFETY DATA SHEET KLARAID* IC1187 1. Identification Product identifier KLARAID IC1187 Other means of identification None. Recommended use Coagulant Recommended restrictions None known. Company/undertaking identification Veolia WTS USA, Inc. 3600 Horizon Blvd. Trevose, PA 19053 T 215 355 3300, F 215 953 5524 Emergency telephone (800)877 1940 2. Hazard(s) identification Physical hazards Corrosive to metals Category 1 Health hazards Acute toxicity, oral Category 4 Skin corrosion/irritation Category 1 Serious eye damage/eye irritation Category 1 Specific target organ toxicity, single exposure Category 3 respiratory tract irritation OSHA defined hazards Not classified. Label elements Pau 1 Signal word Danger Hazard statement Harmful if swallowed. May be corrosive to metals. Causes severe skin burns and eye damage. Causes serious eye damage. May cause respiratory irritation. Precautionary statement Prevention Keep only in original container.Wash thoroughly after handling. Use only outdoors or in a well-ventilated area. Do not breathe mist/vapors. Wash thoroughly after handling. Do not eat, drink or smoke when using this product.Wear protective gloves/protective clothing/eye protection/face protection. Response Wash contaminated clothing before reuse.Absorb spillage to prevent material damage. Rinse mouth. If swallowed: Rinse mouth. Do NOT induce vomiting. If on skin (or hair):Take off immediately all contaminated clothing. Rinse skin with water/shower. If inhaled: Remove person to fresh air and keep comfortable for breathing. If in eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Immediately call a poison center/doctor. Storage Store in a well-ventilated place. Keep container tightly closed. Store locked up. Store in corrosive resistant container with a resistant inner liner. Disposal Dispose of contents/container in accordance with local/regional/national/international regulations. Page: 1 /9 Hazard(s) not otherwise None known. classified(HNOC) Supplemental information None. 3. Composition/information on ingredients Mixtures Components CAS# Percent Ferric sulphate 10028-22-5 40-60 Iron sulphate 7720-78-7 1 -2.5 Composition comments Information for specific product ingredients as required by the U.S. OSHA HAZARD COMMUNICATION STANDARD is listed. Refer to additional sections of this SDS for our assessment of the potential hazards of this formulation. 4. First-aid measures Inhalation Remove victim to fresh air and keep at rest in a position comfortable for breathing. Call a poison center or doctor/physician if you feel unwell. Skin contact Take off immediately all contaminated clothing. Rinse skin with water/shower. Call a physician or poison control center immediately. Chemical burns must be treated by a physician.Wash contaminated clothing before reuse. Eye contact Immediately flush eyes with plenty of water for at least 15 minutes. Remove contact lenses, if present and easy to do. Continue rinsing. Call a physician or poison control center immediately. Ingestion Call a physician or poison control center immediately. Rinse mouth. Do not induce vomiting. If vomiting occurs, keep head low so that stomach content doesn't get into the lungs. Most important Nausea, vomiting.Abdominal pain. Diarrhea. Burning pain and severe corrosive skin damage. symptoms/effects,acute and Causes serious eye damage. Symptoms may include stinging,tearing, redness, swelling, and delayed blurred vision. Permanent eye damage including blindness could result. May cause respiratory irritation. Indication of immediate Provide general supportive measures and treat symptomatically. Chemical burns: Flush with water medical attention and special immediately. While flushing, remove clothes which do not adhere to affected area. Call an treatment needed ambulance. Continue flushing during transport to hospital. Keep victim warm. Keep victim under observation. Symptoms may be delayed. General information If you feel unwell, seek medical advice (show the label where possible). Ensure that medical personnel are aware of the material(s)involved, and take precautions to protect themselves. Show this safety data sheet to the doctor in attendance. 5. Fire-fighting measures Suitable extinguishing media Dry chemical, CO2,water spray or regular foam. Unsuitable extinguishing Water. None known. media Specific hazards arising from During fire, gases hazardous to health may be formed. the chemical Special protective equipment Wear full protective clothing, including helmet, self-contained positive pressure or pressure and precautions for firefighters demand breathing apparatus, protective clothing and face mask. Fire fighting Use standard firefighting procedures and consider the hazards of other involved materials. Move equipment/instructions containers from fire area if you can do so without risk. In case of fire and/or explosion do not breathe fumes. Cool containers/tanks with water spray. Specific methods Use standard firefighting procedures and consider the hazards of other involved materials. 6. Accidental release measures Personal precautions, Keep unnecessary personnel away. Keep people away from and upwind of spill/leak.Wear protective equipment and appropriate protective equipment and clothing during clean-up. Do not breathe mist/vapors. Do not emergency procedures touch damaged containers or spilled material unless wearing appropriate protective clothing. Ensure adequate ventilation. Local authorities should be advised if significant spillages cannot be contained. For personal protection, see section 8 of the SIDS. Material name:KLARAID*IC1187 Page: 2/9 Version number:3.3 Methods and materials for Prevent entry into waterways, sewer, basements or confined areas. containment and cleaning up Large Spills: Stop the flow of material, if this is without risk. Dike the spilled material,where this is possible.Absorb spillage to prevent material damage. Use a non-combustible material like vermiculite, sand or earth to soak up the product and place into a container for later disposal. Cover with DRY earth, DRY sand, or other non-combustible material followed with plastic sheet to minimize spreading or contact with rain. Small Spills:Wipe up with absorbent material (e.g. cloth,fleece). Clean surface thoroughly to remove residual contamination. Never return spills to original containers for re-use. For waste disposal, see section 13 of the SDS. Environmental precautions Avoid discharge into drains,water courses or onto the ground. 7. Handling and storage Precautions for safe handling Do not taste or swallow.Avoid prolonged exposure. When using, do not eat, drink or smoke. Provide adequate ventilation. Wear appropriate personal protective equipment.Wash hands thoroughly after handling. Observe good industrial hygiene practices. Do not breathe mist/vapors. Do not get in eyes, on skin, or on clothing. Conditions for safe storage, Store in tightly closed container. Store away from incompatible materials(see Section 10 of the including any incompatibilities SDS). Keep away from strong bases. Store locked up. Store in corrosive resistant container with a resistant inner liner. Keep only in the original container. Store in a cool, dry place out of direct sunlight. Keep container dry. Store in a building without sprinklers. Store in accordance with local/regional/national/international regulation.Avoid freezing. If frozen, thaw completely and mix thoroughly prior to use. 8. Exposure controls/personal protection Occupational exposure limits The following constituents are the only constituents of the product which have a PEL,TLV or other recommended exposure limit. At this time,the other constituents have no known exposure limits. US.ACGIH Threshold Limit Values Components Type Value Ferric sulphate (CAS TWA 1 mg/m3 10028-22-5) Iron sulphate (CAS TWA 1 mg/m3 7720-78-7) US. NIOSH: Pocket Guide to Chemical Hazards Components Type Value Ferric sulphate(CAS TWA 1 mg/m3 10028-22-5) Iron sulphate (CAS TWA 1 mg/m3 7720-78-7) Biological limit values No biological exposure limits noted for the ingredient(s). Appropriate engineering Provide adequate ventilation. Eye wash facilities and emergency shower must be available when controls handling this product. Individual protection measures,such as personal protective equipment Eye/face protection Wear safety glasses with side shields(or goggles)and a face shield. Skin protection Hand protection Wear appropriate chemical resistant gloves. The choice of an appropriate glove does not only depend on its material but also on other quality features and is different from one producer to the other. Glove selection must take into account any solvents and other hazards present. Other Wear appropriate chemical resistant clothing. Use of an impervious apron is recommended. Respiratory protection In case of insufficient ventilation,wear suitable respiratory equipment.A respiratory protection program that meets OSHA's 29 CFR 1910.34 and ANSI Z88.2 requirements must be followed whenever workplace conditions warrant a respirator's use. Thermal hazards Wear appropriate thermal protective clothing,when necessary. General hygiene Keep away from food and drink.Always observe good personal hygiene measures, such as considerations washing after handling the material and before eating, drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Material name:KLARAID*IC1187 Page: 3/9 Version number:3.3 9. Physical and chemical properties Appearance Liquid Physical state Liquid. Form Liquid. Color Dark brown Odor None Odor threshold Not available. pH (concentrated product) 1 Melting point/freezing point <-30°F (<-34°C) Initial boiling point and boiling 220 T(104 °C) range Flash point >200 °F(>93°C)SETA(CC) Evaporation rate < 1 (Ether= 1) Flammability(solid, gas) Not applicable. Upper/lower flammability or explosive limits Explosive limit- lower(%) Not available. Explosive limit- upper(%) Not available. Vapor pressure 18 mm Hg Vapor pressure temp. 70 °F (21 °C) Vapor density < 1 (Air= 1) Relative density 1.51 Relative density temperature 70 °F (21 °C) Solubility(ies) Solubility(water) 100 % Partition coefficient Not available. (n-octanol/water) Auto-ignition temperature Not available. Decomposition temperature Not available. Viscosity 45 cps Viscosity temperature 70 °F (21 °C) Other information Explosive properties Not explosive. Oxidizing properties Not oxidizing. Pour point <-30 T(<-34 °C) VOC 0% (Estimated) 10. Stability and reactivity Reactivity May be corrosive to metals. Chemical stability Material is stable under normal conditions. Possibility of hazardous No dangerous reaction known under conditions of normal use. reactions Conditions to avoid Avoid contact with strong bases.Avoid contact with strong oxidizers. Moisture.Avoid temperatures exceeding the flash point. Contact with incompatible materials. Incompatible materials Strong oxidizing agents. Contact with strong bases may cause a violent reaction releasing heat. Water, moisture. Metals. Hazardous decomposition Sulfur oxides. products 11. Toxicological information Information on likely routes of exposure Inhalation May cause irritation to the respiratory system. Prolonged inhalation may be harmful. Skin contact Causes severe skin burns. Eye contact Causes serious eye damage. Material name:KLARAID*IC1187 Page:4/9 Version number:3.3 Ingestion Causes digestive tract burns. Harmful if swallowed. Symptoms related to the Nausea, vomiting.Abdominal pain. Diarrhea. Burning pain and severe corrosive skin damage. physical, chemical and Causes serious eye damage. Symptoms may include stinging,tearing, redness, swelling, and toxicological characteristics blurred vision. Permanent eye damage including blindness could result. May cause respiratory irritation. Information on toxicological effects Acute toxicity Harmful if swallowed. Product Species Test Results KLARAID IC1187 Acute Dermal LD50 Rabbit >5000 mg/kg (Calculated according to GHS additivity formula) Oral LD50 Rat 1016 mg/kg (Calculated according to GHS additivity formula) Components Species Test Results Ferric sulphate (CAS 10028-22-5) Acute Dermal LD50 Rabbit >2000 mg/kg Oral LD50 Rat 500 mg/kg Iron sulphate (CAS 7720-78-7) Acute Dermal LD50 Rabbit >2000 mg/kg Oral LD50 Rat 1025 mg/kg Skin corrosion/irritation Causes severe skin burns and eye damage. Serious eye damage/eye Causes serious eye damage. irritation Respiratory or skin sensitization Respiratory sensitization Not a respiratory sensitizer. Skin sensitization This product is not expected to cause skin sensitization. Germ cell mutagenicity Not classified. Carcinogenicity Not classified. IARC Monographs. Overall Evaluation of Carcinogenicity Not listed. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. US. National Toxicology Program (NTP) Report on Carcinogens Not listed. Reproductive toxicity Not classified. Specific target organ toxicity- May cause respiratory irritation. single exposure Specific target organ toxicity- Not classified. repeated exposure Aspiration hazard Not classified. Chronic effects Prolonged inhalation may be harmful. Prolonged exposure may cause chronic effects. Material name:KLARAID*IC1187 Page: 5/9 Version number:3.3 12. Ecological information Ecotoxicity Product Species Test Results Aquatic Crustacea 0% Mortality Daphnia magna 100 mg/L,48 hour(pH adjusted) 25% Mortality Daphnia magna 5000 mg/L, 48 hour(pH adjusted) Fish 0% Mortality Fathead Minnow 5000 mg/L, 96 hour(pH adjusted) Persistence and degradability No data available No data available Bioaccumulative potential No data available. Mobility in soil No data available. Other adverse effects Not available. 13. Disposal considerations Disposal instructions Consult authorities before disposal. Incinerate the material under controlled conditions in an approved incinerator. Do not allow this material to drain into sewers/water supplies. Dispose of contents/container in accordance with local/regional/national/international regulations. Local disposal regulations Dispose in accordance with all applicable regulations. Hazardous waste code D002:Waste Corrosive material [pH <=2 or =>12.5, or corrosive to steel] The waste code should be assigned in discussion between the user,the producer and the waste disposal company. Waste from residues/unused Dispose of in accordance with local regulations. Empty containers or liners may retain some products product residues. This material and its container must be disposed of in a safe manner(see: Disposal instructions). Contaminated packaging Since emptied containers may retain product residue,follow label warnings even after container is emptied. Empty containers should be taken to an approved waste handling site for recycling or disposal. 14. Transport information DOT UN number UN3264 UN proper shipping name Corrosive liquid, acidic, inorganic, n.o.s. (FERRIC SULFATE), RQ Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Special precautions for user Read safety instructions, SIDS and emergency procedures before handling. ERG number 154 Some containers may be exempt from Dangerous Goods/Hazmat Transport Regulations, please check BOIL for exact container classification. IATA UN number UN3264 UN proper shipping name Corrosive liquid, acidic, inorganic, n.o.s. (FERRIC SULFATE) Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Environmental hazards No. ERG Code 154 Special precautions for user Read safety instructions, SIDS and emergency procedures before handling. IMDG UN number UN3264 UN proper shipping name CORROSIVE LIQUID,ACIDIC, INORGANIC, N.O.S. (FERRIC SULFATE), RQ(FERRIC SULFATE) Transport hazard class(es) Class 8 Subsidiary risk - Packing group II Material name:KLARAID*IC1187 Page: 6/9 Version number:3.3 Environmental hazards Marine pollutant No. EmS F-A, S-B Special precautions for user Read safety instructions, SDS and emergency procedures before handling. DOT IATA; IMDG 15. Regulatory information US federal regulations This product is a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard, 29 CFR 1910.1200. Toxic Substances Control Act(TSCA) All components of the mixture on the TSCA 8(b) inventory are designated "active". TSCA Section 12(b) Export Notification (40 CFR 707,Subpt. D) Not regulated. CERCLA Hazardous Substance List(40 CFR 302.4) Ferric sulphate (CAS 10028-22-5) Listed. Iron sulphate (CAS 7720-78-7) Listed. SARA 304 Emergency release notification Not regulated. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1053) Not listed. Superfund Amendments and Reauthorization Act of 1986(SARA) SARA 302 Extremely hazardous substance Not listed. SARA 311/312 Hazardous Yes chemical Classified hazard Corrosive to metal categories Acute toxicity(any route of exposure) Skin corrosion or irritation Serious eye damage or eye irritation Specific target organ toxicity(single or repeated exposure) SARA 313 (TRI reporting) Not regulated. Other federal regulations Clean Air Act(CAA)Section 112 Hazardous Air Pollutants (HAPs) List manganese sulphate(CAS 7785-87-7) Nickel sulphate(CAS 7786-81-4) Clean Air Act(CAA)Section 112(r)Accidental Release Prevention(40 CFR 68.130) Sulphuric acid (CAS 7664-93-9) Material name:KLARAID*IC1187 Page: 7/9 Version number:3.3 Safe Drinking Water Act Not regulated. (SDWA) Inventory status Country(s)or region Inventory name On inventory(yes/no)* Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No United States& Puerto Rico Toxic Substances Control Act(TSCA) Inventory Yes *A"Yes"indicates that all components of this product comply with the inventory requirements administered by the governing country(s) A"No"indicates that one or more components of the product are not listed or exempt from listing on the inventory administered by the governing country(s). US state regulations California Proposition 65 I WARNING: This product can expose you to chemicals including Nickel sulphate, which is known to the State of California to cause cancer and birth defects or other reproductive harm. For more information go • to www.P65Warnings.ca.gov. US-California Proposition 65-CRT: Listed date/Carcinogenic substance Nickel sulphate(CAS 7786-81-4) Listed: May 7, 2004 Sulphuric acid (CAS 7664-93-9) Listed: March 14, 2003 US-California Proposition 65-CRT: Listed date/Developmental toxin Nickel sulphate(CAS 7786-81-4) Listed: October 26, 2018 US-California Proposition 65-CRT: Listed date/Female reproductive toxin No ingredient listed. US-California Proposition 65-CRT: Listed date/Male reproductive toxin Nickel sulphate(CAS 7786-81-4) Listed: October 26,2018 16. Other information, including date of preparation or last revision Issue date Nov-17-2014 Revision date Jun-09-2023 Version# 3.3 NFPA ratings Health: 3 Flammability: 0 Instability: 0 NFPA ratings 0 List of abbreviations DOT: Department of Transportation (49 CFR 172.101). GHS: Globally Harmonized System of Classification and Labeling of Chemicals. IARC: International Agency for Research on Cancer. OSHA: Occupational Safety& Health Administration. WHMIS: Workplace Hazardous Materials Information System. CAS: Chemical Abstract Service Registration Number ACGIH:American Conference of Governmental Industrial Hygienists NOEL: No Observed Effect Level STEL: Short Term Exposure Limit LC50: Lethal Concentration, 50% TWA:Time Weighted Average BOD: Biochemical Oxygen Demand COD: Chemical Oxygen Demand TOC: Total Organic Carbon IATA: International Air Transport Association IMDG: International Maritime Dangerous Goods Code LD50: Lethal Dose, 50% References: No data available Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication.The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification.The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Material name:KLARAID*IC1187 Page: 8/9 Version number:3.3 Revision information Hazard(s)identification: Disposal Hazard(s)identification: Prevention Hazard(s)identification: Response Hazard(s)identification: Storage Fire-fighting measures: Unsuitable extinguishing media Accidental release measures: Personal precautions, protective equipment and emergency procedures Handling and storage: Precautions for safe handling Exposure controls/personal protection: Occupational exposure limits Exposure controls/personal protection: Hand protection Stability and reactivity: Conditions to avoid Stability and reactivity: Possibility of hazardous reactions Toxicological information: Respiratory sensitization Regulatory information: Toxic Substances Control Act(TSCA) Prepared by This SDS has been prepared by Veolia Water Technologies&Solutions' Regulatory Department (1-215-355-3300). Trademark of Veolia. May be registered in one or more countries. Material name:KLARAID*IC1187 Page: 9/9 Version number:3.3 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 19817 74TH AVE NE Permit#:6395 Parcel#:31051400200700 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Installation of a new grease interceptor Valuation.137138.00 OWNER APPLICANT CONTRACTOR GAYTEWAY BUSINESS PARK,LLC Earthwork Solutions EarthWork Solutions P.O.BOX 1727 8629 156th St.NE 17924 67th Ave Ne BELLEVUE,WA 98009 Arlington,WA,98223 Arlington,WA 98223 360-913-8229 4252158884 LIC:604131773 EXP:02/28/2026 LIC:EARTHRS300K EXP:09/12/2025 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: COMMERCIAL PLUMBING CODE YEAR: 2021 STORIES: 0 CONST.TYPE: MB DWELLING UNITS: OCC GROUP: B;Business BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 12/l l 12/17/2025 �4plicant Signa a Date Building Official Date CONDITIONS Adhere to approved plans.Permit and approved plans shall be onsite for inspections.Call for inspections.Adhere to amended discharge agreement The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED,THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/17/2025 Web Only-Plumbing Commercial Plan Review $1,176.55 12/17/2025 Credit Card Service $35.30 12/17/2025 ProcessingrFechnology $25.00 12117/2025 Building Permit $1,810.07 Total Due: $3,046.92 Total Payment: $3,046.92 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon INSPECTION INFORMATION I Pass/Fail From: Joe Wilson To: Gunnar Fox; Hannah Hardwick Cc: Pavel Nikolin;Josh Frizzell;Caitlin Dwyer; Kevin Olander Subject: RE: Himalayan Dog Chew Permit Status Date: Monday,June 22,2026 7:30:01 AM Attachments: imaae001.Dna imaae002.ono imaae003.pna imaae004.ona imaae005.pna Looks good! Thank you! Joe Wilson Collection System Specialist 111 City of Arlington Phone: 425-754-7442 Fax: 360-403-3514 E-mail:jwilson@arlingtonwa.gov From: Gunnar Fox<gunnarf@earthworksolutions.com> Sent: Friday, June 19, 2026 2:52 PM To: Hannah Hardwick<hhardwick@arlingtonwa.gov> Cc: Pavel Nikolin <paveI@earthworksolutions.com>; Josh Frizzell <joshf@earthworksolutions.com>; Joe Wilson <jwilson@arlingtonwa.gov>; Caitlin Dwyer<cdwyer@arlingtonwa.gov> Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hailey, See attached photo of the exterior sewer cleanout grouted and gripper plug installed. Let me know if you need anything else to close out the permit. Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7175 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Friday, June 12, 2026 10:44 AM To: Gunnar Fox<gunnarf(@earthworksolutions.com> Cc: Pavel Nikolin <pavel(@earthworksolutions.com>;Josh Frizzell <ioshfl@earthworksolutions.com>; Joe Wilson <iwilson(@arlingtonwa.gov>; Caitlin Dwyer<cdwyer(@arlingtonwa.gov> Subject: RE: Himalayan Dog Chew Permit Status Hello Gunnar, Once the photos are received, they will be processed for review by the inspectors. If everything looks good, we can close out the permit.Thank you! Sincerely, QHannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickl@arlin tog nwa.gov I www.arlingtonwa.eov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarf(@earthworksolutions.com> Sent: Friday, June 12, 2026 9:48 AM To: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Cc: Pavel Nikolin <pavel(@earthworksolutions.com>;Josh Frizzell <ioshf Pea rthworksolutions.com>; Joe Wilson <iwilson(@arlingtonwa.gov>; Caitlin Dwyer<cdwyerc@arlingtonwa.gov> Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, The push camera test was completed this morning and passed successfully. The only remaining items are to grout around the exterior cleanout and install a gripper plug in lieu of the existing cleanout plug. Once these items have been completed, we will provide photos of the grouted cleanout and installed gripper plug for your records. Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7175 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Monday,June 8, 2026 3:58 PM To: Gunnar Fox<gunnarf(@earthworksolutions.com> Cc: Pavel Nikolin <Pavel(@earthworksolutions.com>;Josh Frizzell <ioshf(cDearthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status Hello Gunnar, Friday, June 12th, at 8:30am works for both inspectors. I will get this on the calendar. Thank you! Sincerely, 4DHannah Hardwick Community&Economic Development,Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickParlin toy nwa.g_oy I www.arlin toe nwa.g_ov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarf(@earthworksolutions.com> Sent: Monday,June 8, 2026 2:39 PM To: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Cc: Pavel Nikolin <pavel(@earthworksolutions.com>;Josh Frizzell <ioshf(@earthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, Can you please schedule the HDC inspection for Friday, June 12, at 8:30 AM? Please confirm that both inspectors are available for the requested date and time. Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7175 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent:Tuesday,June 2, 2026 2:37 PM To: gunnarf(@earthworksolutions.com Cc: Pavel Nikolin <pavel(@earthworksolutions.com>;joshf(@earthworksolutions.com Subject: FW: Himalayan Dog Chew Permit Status Hello Gunnar, Please see the response below. Let me know if you have any questions. Sincerely, I I Hannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlinetonwa.gov I www.arlingtonwa.goy Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Caitlin Dwyer<cdwyer(@arlingtonwa.gov> Sent:Tuesday,June 2, 2026 10:46 AM To: Hannah Hardwick<hhardwick(cDarlingtonwa.gov>;James Kelly<ikell)J(@arlingtonwa.gov> Cc: Kevin Olander<kolander(@arlingtonwa.gov>; Joe Wilson <iwilson(@arlingtonwa.gov> Subject: RE: Himalayan Dog Chew Permit Status Thank you Hannah— Yes, sorry, a push camera is OK since there are bends in the line and a CCTV/track camera can't do that. So long as we have Mr. Olander and Wilson there to witness it is acceptable. Thanks, Caitlin Caitlin D.Dwyer Utilities Manager City of Arlington (360)403-3540 Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent:Tuesday,June 2, 2026 10:21 AM To:James Kelly<ikelly(@arlingtonwa.gov>; Caitlin Dwyer<cdwyer(@arlingtonwa.gov> Cc: Kevin Olander<kolander(@arlingtonwa.gov> Subject: FW: Himalayan Dog Chew Permit Status Hello, Please see Earthworks Solution's response to the CCTV instructions. Let me know if this is sufficient. Sincerely, i I � Hannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlingtonwa.goy I www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarf(@earthworksolutions.com> Sent:Tuesday,June 2, 2026 10:16 AM To: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Cc: Pavel Nikolin <pavel(@earthworksolutions.com>;joshf(@earthworksolutions.com Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, For clarity,we will only be able to push camera the pressure line and the downstream gravity connection from the grease interceptor to the sewer line tie-in location. Please let us know if this approach is acceptable and will satisfy the City's inspection requirements. Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7175 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Monday,June 1, 2026 4:50 PM To: Gunnar Fox<gunnarf(@earthworksolutions.com> Cc: Pavel Nikolin <Pavel(@earthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status Hello Gunnar, It will be both. The internal plumbing from the process water collection tank to the pretreatment system, and then from the gravity discharge line clean-out to the connection at the sewer main/MH. Sincerely, i I Hannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlin toy nwa.gou I www.arlin toe nwa.g_ov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarf(@earthworksolutions.com> Sent: Monday,June 1, 2026 4:40 PM To: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Cc: Pavel Nikolin <PavelCcDearthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, Are we CCTV inspecting the pressure line from the pump within the structure to the grease interceptor, or are we CCTV the new cleanout on the gravity sewer line downstream of the grease interceptor? Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7W5 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Monday,June 1, 2026 4:30 PM To: Gunnar Fox<gunnarf(@earthworksolutions.com> Cc: Pavel Nikolin <aavel(@earthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status Hello Gunnar, I have an update!We will require a reinspection, and you will need to CCTV the line with a building and public works inspector onsite during the inspection. I will send you a link for the reinspection fee. Once paid, we can coordinate the inspection. We will need 48 hours' notice to allow for coordinating both departments to be onsite. Let me know if you have any questions. Sincerely, I I Hannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwickCiDarlingtonwa.g_oy I www.arlingtonwa.gov Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarfCcDearthworksolutions.com> Sent: Monday,June 1, 2026 2:55 PM To: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Cc: Pavel Nikolin <pavel(@earthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hi Hannah, Thanks for the update. Let me know if you have any questions in the meantime. Thank you, Gunnar Fox I Project Manager Earthwork Solutions (360) 421-7175 From: Hannah Hardwick<hhardwick(@arlingtonwa.gov> Sent: Monday,June 1, 2026 2:25 PM To:gunnarf(@earthworksolutions.com Cc: Pavel Nikolin <aavel(@earthworksolutions.com> Subject: RE: Himalayan Dog Chew Permit Status Hello, The public works department is still deciding on what the next steps since there were no inspections called in prior to the system being covered. Once the decision has been made, we will reach out. Sincerely, i I l Hannah Hardwick Community&Economic Development Fire Permit Technician 11 18204 59th Ave NE,Arlington,WA 98223 O:360.403.3549 hhardwick(@arlin toy nwa.g_oy I www.arlin toe nwa.g_o\qGWV NOW/ Note: Emails and attachments sent to and from the City of Arlington are public records and may be subject to disclosure pursuant to the Public Records Act. From: Gunnar Fox<gunnarf(cDearthworksolutions.com> Sent: Friday, May 29, 2026 3:40 PM To: Shared-VM-CED <Teams-VM-CED(@arlingtonwa.gov> Cc: Pavel Nikolin <pavel(@earthworksolutions.com> Subject: Himalayan Dog Chew Permit Status This message is from an External Sender This message came from outside the City of Arlington Hello, Can you please provide an update on the permit status for the Himalayan Dog Chew grease interceptor project. Thankyou, Gunnar Fox I Project Manager Earthwork "L, Solutions 99 8629 156th St NE,Arlington,WA 98223 0:425.553.27841 C: 360.421.7175 Date: 06/22/2026 Permit#: 6395 Permit Date: 02/28/2025 Review Date: 08/19/2025 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 09/09/2025 Scheduled Time: 00:00 Completed Date: Description: Review Status: In Review Assigned To: PW-ADMIN-GIS Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 03/03/2025 LT&KS Notes: "No comments, LT &KS " 04/14/2025 resubmittal 04/28/2025 Note: Pending meeting with the owner regarding DA requirements. 05/29/2025 Resubmittal- submitted pretreatment report 06/18/2025 See uploaded comments, JK&Krista S. 08/19/2025 Resubmittal Property Information Parcel#: 31051400200700 GAYTEWAY BUSINESS PARK, LLC GAYTEWAY BUSINESS PARK, LLC P.O. BOX 1727 19817 74TH AVE NE BELLEVUE,WA 98009 Zoning: 300 INDUSTRIAL/ MANUFACTURINGLot: 4Block: brent@nicholsondev.com; cjgayte@yahoo.com Date: 06/22/2026 Permit#: 6395 Permit Date: 02/28/2025 Review Date: 04/14/2025 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 05/12/2025 Scheduled Time: 00:00 Completed Date: 04/30/2025 Description: No additional comments Review Status: Approved Assigned To: Development Services Manager Time In: 00:00 Time Out: 00:00 Hours: 0.5 Notes 03/12/2025 Thad's comment: "No additional comments. Will re-review on resubmittal." 04/14/2025 resubmittal Property Information Parcel#: 31051400200700 GAYTEWAY BUSINESS PARK, LLC GAYTEWAY BUSINESS PARK, LLC P.O. BOX 1727 19817 74TH AVE NE BELLEVUE,WA 98009 Zoning: 300 INDUSTRIAL/ MANUFACTURINGLot: 4131ock: brent@nicholsondev.com; cjgayte@yahoo.com Date: 06/22/2026 Permit#: 6395 Permit Date: 02/28/2025 Review Date: 08/19/2025 Permit Type: COMMERCIAL PLUMBING Review Type: COMMERCIAL PLUMBING Target Date: 09/09/2025 Scheduled Time: 00:00 Completed Date: Description: Review Status: In Review Assigned To: PW-SEW-REV Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes Please provide enlargement of the proposed improvements. Show EX MMH 3617 on plans 03/11/2025 and verify discharge is upstream from MMH. MMH location needs to be accessible at all times. JW 3/3/25 03/11/2025 KDS Note: "See Memo dated 3/11/25 in uploads. KDS" 04/14/2025 Resubmittal 05/02/2025 KS Note "Pending meeting with owner. Failing to provide GT sizing information requests." 04/28/2025 Note: Pending meeting with owner. Failing to provide GT sizing information requests. 05/29/2025 resubmittal - submitted pretreatment report 08/19/2025 Resubmittal 06/18/2025 See uploaded comments, JW&KS Property Information Parcel#: 31051400200700 GAYTEWAY BUSINESS PARK, LLC GAYTEWAY BUSINESS PARK, LLC P.O. BOX 1727 19817 74TH AVE NE BELLEVUE,WA 98009 Zoning: 300 INDUSTRIAL/ MANUFACTURINGLot: 413 lock: brent@nicholsondev.com; cjgayte@yahoo.com Permit#: 6395 Permit Date: 02/28/25 Permit Type: COMMERCIAL PLUMBING Project Name: Himalayan Dog Chew LLC Applicant Name: Earthwork Solutions Applicant Address: 8629 156th St. NE Applicant, City, State, Zip: Arlington,WA, 98223 Contact: Keanae Berger Phone: 360-913-8229 Email: kaenaeb@earthworksolutions.com Scope of Work: Installation of a new grease interceptor Valuation: 137138.00 Square Feet: 0 Number of Stories: 0 Construction Type: 11113 Occupancy Group: B; Business ID Code: Permit Issued: 12/17/2025 Permit Expires: 11/11/2026 Form Permit Type: COMMERCIAL PLUMBING Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GAYTEWAY 300 INDUSTRIAL/ 31051400200700 19817 74TH AVE NE BSP#202012225005 BUSINESS PARK, MANUFACTURING LLC Contractors Contractor Primary Contact Phone Address Contractor Type License License# EarthWork Solutions Pavel Nikolin 4252158884 17924 67th Ave CONSTRUCTION UBI 604 131 773 Ne CONTRACTOR Earthwork Solutions Pavel Nikolin 4252158884 17924 67th Ave CONSTRUCTION ConstructionEARTHSL8300K Ne CONTRACTOR Contractor Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/08/2026 C19.PLUMBING Scheduled for 8:30am 06/12/2026 BUILDING Assigned FINAL 06/08/2026 C19.PLUMBING Scheduled for 8:30am 06/12/2026 PW-SEW-REV Assigned FINAL Call Pavel 425-215-8884 05/11/2026 C08.PLUMBING when you are headed that 05/13/2026 BUILDING Approved ROUGH-IN way so they can meet you on site. Plan Reviews Date Review Type Description Assigned To Review Status 02/28/2025 COMMERCIAL BUILDING Approved PLUMBING 08/19/2025 COMMERCIAL PW-ADMIN-GIS In Review PLUMBING 02/28/2025 COMMERCIAL No comments,Gus PW-WAT-REV Approved PLUMBING 08/19/2025 COMMERCIAL PW-SEW-REV In Review PLUMBING 04/14/2025 COMMERCIAL No additional comments Development Approved PLUMBING Services Manager Fees Fee Description Notes Amount Web Only-Plumbing Commercial Plan (Table 4-1) $1,176.55 Review Credit Card Service $35.30 Processing/Technology $25.00 Building Permit Table 4-1 $1,810.07 Credit Card Service $55.05 Inspection $150.00 Credit Card Service $4.50 Total $3,256.47 Attached Letters Date Letter Description 12/17/2025 Building Permit 02/28/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 02/28/2025 224596881 Ameresia Lawlis $35.30 02/28/2025 XBP Conf: $1,176.55 224596881 12/17/2025 Samantha Bilyeu cc LaNay Hendrick $55.05 12/17/2025 XBP Con£ $1,835.07 252177704 06/03/2026 Bulanhagui cc LaNay Hendrick $4.50 06/03/2026 XBP Conf: $150.00 317500534 Outstanding Balance $0.00 Notes Date Note Created By: 04/27/2026 Expiration notice LaNay Hendrick 11/20/2025 The conditions for the permit shall be"Adhere to approved plans.Permit and approved plans Hannah Hardwick shall be onsite for inspections.Call for inspections.Adhere to amended discharge agreement" 11/17/2025 Report was received by PW on October 30th.Report was approved November 17th. Hannah Hardwick 06/18/2025 sent review comment form Hannah Hardwick 05/12/2025 Jim spoke with the engineer,and he is going to submit a pre-treatment report. Katy Shores 03/12/2025 sent review comment form. Hannah Hardwick 02/28/2025 sent email requesting plan review fee payment and they need to add COA to UBI Hannah Hardwick Uploaded Files Date File Name 12/18/2025 29971798-20250414 BLD6395 Approved Plans.pdf 12/18/2025 29971797-20250414 BLD6395 Approved Plumbing Plans.pdf 08/19/2025 27886058-20250819 BLD6395 NV5 HDC PSA ReWrn)df 08/19/2025 27886059-20250819 BLD6395 Applicant Responses.pdf 06/18/2025 26939206-Permit 6395-PreT Comments.pdf 05/29/2025 26348229-20250529 BLD6395 Pretreatment Report.pdf 04/14/2025 25335492-20250414 BLD6395 Applicant Responses.pdf 04/14/2025 25335493-20250414 BLD6395 Revised Structural Calculations.pdf 04/14/2025 25335494-20250414 BLD6395 Revised Plans.pdf 04/14/2025 25335495-20250414 BLD6395 Revised Plumbing Plans.pdf 03/12/2025 24880843-20250312 BLD6395 Review Comment Form.docx 03/11/2025 24847982-2025-03-11 Himalayan 6395.pdf 02/28/2025 9cfed2ebl63836d9lf05831cbea9c8O9_20814774-commercial nlumbing_permit application.pdf 02/28/2025 30b2al776a2f2d5ac4bld7f8fOd6f4lf 2025-01-29 himalayan dog chew - revl.pdf