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Home My WebLink AboutCBPR-01-2023-43217.tif (11%1■111m4 THIS IS NOT A PERMIT Case# CBPR-01-2023-43217 CATAWBA COUNTY HEALTH DEPARTMENT r!' PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES \8 sM Commercial Building Plan Review- Building New ENGINEERED OPTION- RELOCATION- EOP Permit Fee Applicant TALLEY&SMITH ARCHITECTURE (BOB SMITH),409 E MARION ST,SFIELBY NC 28150 B:7044877082 BOB@TALLEYSMITHARCH.COM Architect TALLEY&SMITH ARCHITECTURE INC,PO BOX 518 409 E MARION ST,SHELBY NC 28151-0518 B:7044877082 OTHER:704-487-7082F:704-482-5596 BOB@TALLEYSMITHARCH.COM Contact Person *CRESENT CONSTRUCTION&DESIGN SOLUTIONS INC. (DEWEY GABRIEL), 124 C FERNWOOD LN,MOORESVILLE NC 28117 C:7042392463 KGABRIEL2845@GMAIL.COM Owner BENNETT REAL ESTATE HOLDINGS LLC,502 1ST AVE S,CONOVER NC 28613 C:828-465-2111 RLBENN I2@GMAIL,COM Paid By TALLEY&SMITH ARCHITECTURE (BOB SMITH),409 E MARION ST,SHELBY NC 28150 B:7044877082 BOB@TALLEYSMITHARCH.COM Paid By-Environmental Health WRIGHT&ASSOCIATES (MILES WRIGHT),4190 HWY 16 SOUTH,NEWTON NC 28658 B:8284652205 C:8288502160 OTHER:828-465-2205F:8284655878 MILES@ WRIGHTANDASSOCIATES. US NAME TO APPEAR ON PERMIT BENNETT REAL ESTATE HOLDINGS LLC SITE ADDRESS: 7878 NC HIGHWAY 16,NEWTON NC 28658 PIN# 374020824491 NAME of SUBDIVISION: Lot# 1 &2 Section/Block PROPERTY SIZE: Square Feet 181,645.20 Acres 4.17 DIRECTIONS: 7878 NC Hwy 16 PRIMARY CONTACT: Applicant SEWER TYPE: Public Sewer GALLONS PER DAY: 736 WATER SUPPLY: Public Water DESCRIBE WORK: 9/8/2023 revised to add FOP submittal for redesignation of repair area to accomodate new building. See DEQ approval for pump and haul of embalming fluid 5/2/23 3/14/23 Resubmittat Construction of a free standing auxiliary building beside the parking lot of Bennett Funeral Service Funeral Home.The construction is concrete footings, concrete slab,wood framing and cementitious-wood siding. Interior spaces will be offices, client consult room,embalming room,crematory room and vehicle garage. Building will connect to existing utilities already on site. Minor site work will be required. SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? Does this site contain any existing wastewater systems? Is any of the wastewater going to be generated on the site other than domestic sewage? Is the site subject to approval by any other public agency? Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: **NO STRUCTURE SELECTED** FACILITY TYPE: Business OTHER DESCRIPTION: DESCRIPTION OF EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: 0 OF OCCUPANTS: chapplic I . 09/08/2023 15:13 Page 1 of 3 �\• CATAWBA COUNTY Case# CBPR-01-2023-43217 • F. .f.11 1, Public Health Department Subdivision d -4 Environmental Health Division(....s PIN# 374020824491 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 : . W NAME ON PERMIT: BENNETT REAL ESTATE HOLDINGS LLC ( ),502 1ST AVE S,CONOVER NC 28613 BENNETT REAL ESTATE HOLC Site Address: 7878 NC HIGHWAY 16,NEWTON NC 28658 Property Size: Square Feet 181,645.20 Acres 4.17 Directions: 7878 NC Hwy 16 PROPOSED CONSTRUCTION BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED?Yes EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA3 ♦itittt*itt ki*******... .......... .....#*t4*t4t#t##R##R;#..... ********".#i#f*******............tiittt.... FEENAME DATE FEE AMOUNT Plan Review-New Commercial 01/19/2023 $377.44 EOP Fee 09/08/2023 $35.00 TOTAL FEES $412.44 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplicnu.at 09/08/2023 15:13 Page 2 of 3 Pit catawba county public health Application for Environmental Health Services THIS IS NOT A PERMIT Application is for: ❑New Construction ®Existing Facility ❑ Improvement Permit ® Authorization to Construct ❑New Septic ❑ Septic Repair/Malfunction ® Septic Relocation ❑ Septic Expansion ❑ Existing System Inspection or Reconnection ❑ New Well ❑ Replacement Well ❑ Well Abandonment ❑ Well Repair Property Address 7878 NC Hwy 16 Acres 4.17 Subdivision Lot# Driving Directions to Property Property is located at the intersection of Hwy 10 & Hwy 16 Describe work Relocating Repair Area Applicant Name Bennett Real Estate Holdings LLC Applicant Address P.O. Box 234; Newton, NC 28658 Phone 828-465-2111 Email robbiebennett1505@att.net Owner Name Same Owner Address M.1)(SN (0 j(ht G„cl uS Phone Email Contractor Name Contractor Address Phone Email Name to Appear on Permit? ®Owner ❑Applicant ❑Contractor Who will be the Primary Contact? ®Owner 0 Applicant ❑Contractor Proposed New Construction -Residential Primary Residence ❑ New Residence ❑ Addition to Residence #of New Bedrooms*t #of Occupants Project Description Structure Dimensions,also specify dimensions of decks&porches (Choose One) 0 Basement 0 Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' ❑ Yes 0 No Accessory Dwelling #of New Bedrooms *t #of Occupants Structure Dimensions (Choose One) 0 Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement 0 Yes ❑ No Retaining Wall>2' 0 Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes ❑No Describe Plumbing Needed (Choose One) 0 Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) 0 Basement 0 Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes 0 No Retaining Wall>2' ❑ Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑ Semi-Public Well ❑ Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?❑Yes ❑No Environmental Health Catawba County Government Center, 25 Government Drive I PO. Box 389, Newton, NC 28658 Phone: (828)465-8270 I Fax: (828) 465-8276 I EHAdmin@CatawbaCountyNC.gov r Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑ Yes ❑ No Basement Plumbing ❑Yes El No Existing Water Supply 0 Individual Well ❑Shared Well—Number of Connections ❑Community Well ❑County/City/Township Water Line Is a public water supply available? ** 0 Yes ❑No Commercial ❑Proposed New Construction ®Existing/Change of Use ❑ Repair Food Service Specify Type #Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare❑ Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑ Yes ❑No Residential Kitchen El Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Funeral Home Structure Dimensions 67X150 Retail Floor Space #of Employees per Shift 10 #of Shifts 1 Other Information Calculated Design Flow,Commercial t 736 (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes",applicant must attach supporting documentation. ❑ Yes XI No Does the site contain any jurisdictional wetlands? N Yes 0 No Does the site contain any existing wastewater systems? IX Yes 0 No Is any wastewater going to be generated on the site other than domestic sewage? N Yes 0 No Is the site subject to approval by any other public agency? MI Yes 0 No Are there any easements or right of ways on this property? Describe Septic Easement If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) ❑Accepted 0 Alternative MI Conventional 0 Innovative 0 Other 0 Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications. The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. **If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground.Property owner/applicant is responsible for marking all underground utilities,including but not limited to:underground power,cable,telephone,gas,water lines,and irrigation systems/sprinkler systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years. Improvement Permits are valid: with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid. An Authorization to Construct,issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes.Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to uct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely respon ble fo the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site aluat. n can b= 8 erformed. The undersigned is the owner of the ro e' or f, . agent of th• owner. �'... I - 8-11•Z3 Signature of Owner or Legal Agent �r Date Printed Name of Owner or Legal Agen vol.s,:r- le,ma,'V 4' I i Vie"" STATF q.tio, ROY COOPER•Governor Ain, ;' L. *-y' NC DEPARTMENT OF KODY H. KINSLEY•Secretary w HEALTH AND HUMAN SERVICES MARK BENTON •Deputy Secretary for Health .eh ,40., SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR ENGINEERED OPTION PERMIT LHD USE ONLY: Initial submittal of this NOI received: by Date Initials PART 1: Notice of Intent to Construct(NOI)-Please check all that apply ❑Single System or ❑ Multiple Systems AND ❑ New ❑ Expansion ❑ Relocation of all or part of the Existing System ® Relocation of Repair Area ❑ Repair—LHD Permit Number ❑ Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name: (Owner,Company Name, Utility, Partnership, Individual, etc.): Bennett Real Estate Holdings LLC Mailing address: P.O. Box 234 City: Newton State: NC Zip: 28658 Telephone number: 828-465-21 11 E-mail Address: robbiebennett1505@att.net 2. Professional Engineer(PE) name: Miles A. Wright License number: 24934 Mailing address: 209 1st Ave South City: Conover State: NC zip: 28613 Telephone number: 828-465-2205 E-mail Address: miles@wrightandassociates.us 4 3. Licensed Soil Scientist(LSS) name: Caroline J. Edwards License number: 1220 Mailing address: 991 Duncan Road City: Rutherfordton State: NC Zip: 28139 Telephone number: 828-289-0122 E-mail Address: cjedwards234@gmail.com 4. Licensed Geologist(LG) (if applicable) name: License number:_ Mailing address: City: State: Zip: Telephone number: E-mail Address: 5. On-Site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer, name of the insured and the effective dates of coverage: ® PE ® LSS ❑ LG ❑ On-site Wastewater Contractor 7. Property location(physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted): Parcel ID# 374016824792 & 374020824491 NC DEPARTMENT OF HEALTH AND HUMAN SERVICES•DIVISION OF PUBLIC HEALTH LOCATION:5605 SIX FORKS RD,RALEIGH NC 27609 MAILING ADDRESS: 1642 MAIL SERVICE CENTER, RALEIGH NC 27699-1642 www.ncdhhs.gov•TEL:919-707-5874•FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER , Engineer Option Permit Common Form LHD Reference: County Name: Catawba 8. Type of facility: ❑ Place of residence No. Bedrooms: No. Occupants: ® Place of business Basis for flow calculation: 10 Employees x 25 GPD =250 GPD 162 Seat Chapel X 3 GPD/Seat=486 GPD ❑ Place of public assembly Basis for flow calculation:Total=736 GPD 9. Factors that would affect the wastewater load: Additional Patrons over and above capacity 10. Type and location of proposed wastewater system: Expansion of the Facility; Additional Employees: Low Flow Plumbing Fixtures 11. Design wastewater flow: 736 gpd(For flow>3,000 gpd and industrial process,duplicate plans shall be sent to the State.) Design wastewater strength: M domestic ❑ high strength ❑ industrial process 12. A plat as defined in G.S. 130A-334(7a) is attached: ®Yes ❑ No 13. Location of proposed or existing wells(drinking water, irrigation,geothermal,groundwater monitoring, sampling,etc.)and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: a Yes ❑ No This is a saprolite system. ®Yes ❑ No 14. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LSS is attached: ®Yes ❑ No 15. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes M NA 16. Proposed landscape,site,drainage,or soil modifications are attached: M Yes ❑ NA Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C 1, Miles A. Wright hereby attest that the information required to be included with Registered Professional Engineer(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances in accordance with G.S. 130A-336 . (e)(6). &3 .75---- 8/11/23 Signature of Licensed Prof na!Engineer Date esign ion of Registered Professional Engineer as legal representative of Owner for this Notice of Intent: 1, Rob;,' aBennett hereby designate Miles A. Wright ner Print Name of Registered Professional Engineer s m -Ai ,4;t.tiv- �ases of this Notice of Intent pursuant to G.S. 130A-336.1. 6.0 s Signature of Owner Date 0 ner self-submittal of NOI: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date PART 3: Authorization to Operate(ATO) DHHS/EHS/OSWP-EDP COMMON FORM Updated July 2023 Page 2 of 3 Engineer Option Permit Common Form LHD Reference: The following items are included in this Authorization to Operate for an EOP: LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials 1. Signed and sealed copy of the Engineer's report that includes the information in G.S. 130A-336,1(k)(1)and 15A NCAC 18A.1971(f) ['Yes ❑ No 2. Operation and management program and ORC contract,if applicable ❑Yes ❑ No 3. Letter documenting Owner's acceptance of the system from the PE ❑Yes ❑ No 4. Owner meets requirements of ownership or control of the system per 15A NCAC 18A.1938(j) ['Yes ❑ No 6. Easement, right of way, or encroachment agreement required per 15A NCAC 18A.1938(j) ❑Yes ❑ No 7. Multi-party agreements required,as applicable, pursuant to 15A NCAC 18A. .1937(h) ❑Yes ❑ No If yes,agreements filed in County Register of Deeds in Deed Book Page Attestation by the Owner or the PE for Authorization to Operate 1 Miles A. Wright hereby attest that all items indicated above have been provided Print name of Owner or Professional Engineer and the system meets applicable federal,State, and local laws, regulations, rules, and ordinances in accordance with G.S. 130A-336-.1(e)(6). 8/11/23 Signature of Owner or Professional Engineer Date NOTES: LIABILITY: The Department, the Department's authorized agents,or local health departments shall hove no liability for wastewater systems designed,constructed,and installed pursuant to an Engineer Option Permit[G.S.130A-336.1(f)] DHHS/EHS/OSWP—EOP COMMON FORM Updated July 2023 Page 3 of 3 • Bennett Funeral Home Septic System Design Criteria Catawba County 21-Aug-23 area no. flow per employee flow/day per day employees 10 25 250 chapel 162 3 486 Total Flow 736 LTAR 0.4 gal/sf/day sf 1840 sf length 613.33 ft Equalization,trench length and dosing: Equalized Flow = 636 gpd LTAR = 0.4 gpd/sf Area of trench = 1590 sf Length of line = 530 ft 25% reduction length 398 ft(inflitrator or equal) Dose volume = 24 CF (70%of 4" line volume) 182 gallons Septic Tank Sizing = c} Volume = 1.170+500 Q = 636 gallons per day - Volume = 1244.12 gallon Use 1500 gallon Septic tank shall bear the NCDENR approval stamp WRIGHT and ASSOCIATES 4190 Hwy 16 South Newton, NC 28658 828 465 2205 office 828 465 5878 fax Page 1 of 1 recil@wrightandassociates.us Earthwise Designs Soils &Land Evaluation 7/17/23 SUPPLEMENTAL Site and Soil Evaluation OF REPAIR AREA Wastewater System Recommendation Bennett Funeral Services 7878 Hwy 16 Newton NC - Catawba County This report is submitted under the rule: 15A NCAC 18A .1971 ENGINEERED OPTION PERMIT PART 1: Submittal of Notice of Intent to Construct (NOI) Project: This report is to add area to the Repair area for the wastewater system for Bennett Funeral Services, due to construction of a new building. Wastewater strength: No change SYSTEM PROPOSAL: The design proposal is to increase the Repair drain field beside the current field; it will be gravity flow to a IIIg system with a 25% reduction in line length from typical. It will be a saprolite system. Part 1: Site features and geo-morphological description This site is located on a broad upland along the new Highway 16 on the east side of Newton. The slope ranges from 2 to 6 % with the aspect south to southwest. This supplemental Repair area is north of the facility and adjacent to the current wastewater system drain field. The Catawba County Soil Survey soil series which is mapped here is Lloyd loam; it is a very deep, well drained, moderately permeable soil found throughout the Southern Piedmont on uplands. The soils formed in residuum derived from intermediate and mafic, igneous and high-grade metamorphic rocks. 2 TAXONOMIC CLASS Pacolet: Fine, kaolinitic, thermic Rhodic Kanhapludults On this site it was found to be an eroded, deep, well-drained soil with sandy clay loam to clay loam subsoil. The subsoil has a low rock fragment content and few to common flakes of mica. Some small gravels were encountered. Shrink-swell potential is low and permeability is moderate to moderately high. Pit depths were more than 48 inches. The saprolite was evaluated as usable within the treatment zone. There were no redoximorphic mottles in the profiles. Two pits were evaluated for this report and are consistent with the original Repair area. See attached field sheet. The area is of Lloyd soil with a clay loam horizon and evaluated to be in the Group III category with a proposed LIAR of 0.40. The pits have soil depths and slopes to support a conventional drain field. By using a 25% reduction system (IIIg), space is available as shown on the Site Map to accommodate this change to the repair area. Part 2: Recommended depth for REPAIR Trench Bottom and System Design When the Repair Area is necessary: with a 3 foot wide IIIg system and an average slope of 3%, the recommendation is made to place the trench bottom at 20 inches. For line length, see Engineer's Report. Part 3: Other site-specific requirements for system design, installation, site preparation, modifications, and final landscaping The following recommendations are made: 1. Keep site disturbance to a minimum. 3 2. Regard installation, inspection of installation, and landscaping as one time unit. The field should be dressed immediately after installation and inspection and before any precipitation event. 3. Field should be landscaped to shed water. This would include leveling areas of sumps or bumps. There may be some topographic areas which will require additional sandy loam soil to aid the area in shedding water. 4. Pay special attention early on to settling, which may produce concave areas where additional soil has been added. Utilize sandy loam soil to fill any low places. 5. If soil is bare or has bare spots, seed and plant vegetation as soon as possible to encourage root growth and establish evapotranspiration. 6. The field will be maintained to reduce erosion, shed water, and insure a vegetative cover, with oversight by the soil scientist as needed. Curtain drains or surface diversions as needed will ensure stability of the surface and minimize surface runoff. The designer of the system may make other requirements. Please contact me for further information if needed. Sincerely, Caroline J. Edwards NC Licensed Soil Scientist#1220 S°EeelF,` Authorized On-site Wastewater Evaluator#10035E o%a 9 ' NC Land Application of Bio-Solids #10006173 4at11. SC Professional Soil Classifier#117 .Qc 1220 Attachments: Site Map -1 p. Soils Descriptions -1 p. Site Map to add Area Available: Repair Area see engineer's report Bennett Funeral Repair System:Gravity to IIIg Services Septic System N +Fepaaronds1'-.2' 1 [...i4l..:1::,::::r.v*I I: 1 s r I i! ! I s I . L_ ii r . 1 I i 11 BENNETT FUNERAL SERVICE /17/23 Earthwise Designs ,. 8289-01 22 Soils&Land Evaluation 8rd 234©gm �` C.1[dwards234�gmail.com P; et rill I ��I a Li F • 9 i Tar 1 , ,n� F, ll, F Ly V� — -It +- —---- -4- -•- - L6 Icp 1 It '..t 0. ten E.� I I�yI ^ R H 11I` L1!. 1 ii _ i � _ _ ___-,_._. . _ _ _.� L ± : I.__. . r l � . . E ..r 1. , � _ _.,__. _ ��_....__.. -. + �`�I L � , �° "__—. I t.' 1 , j I �" n Q gi0v _.a a 'ngf#� Imo' • ` z 1 00 tOc . . - .-_-_-__--__ I�i 1 ,. RA n 7C O 3 T,I w N - o • r f_._... r._ 1 o f O - C� �i 1I I rJ� �o -s 1 C ,r 7a+ I l i / f V 9 'q' V�1 , o P. _ I rl w F I 1 .-� ^� \\11 1° � �Cp _. _I �_._j 0. pr.: M 1 VI e '1 f < rMJ1 I II l' kl j 9 -' Intr. 1 2 i'-•ri-- , 1 Ifteti. a C‘ - ! _ ...,, lil 2 g " t A j . - y 1() 7: _ �,:,.. . , ,--•-_--.._._,-..�f,.__ ._. IS it AR o® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDDIYYYY) 03/06/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFIC TE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Hiscox Inc. PHONE FAX 520 Madison Avenue E-MAIL/C,No.Ext): (888)202-3007 (A/C,No): 32nd Floor ADDRESS: contact@hiscox.com New York,New York 10022 INSURER(S)AFFORDING COVERAGE NAICx INSURER A: Hiscox Insurance Company Inc 10200 INSURED INSURER B: Earthwise Designs INSURER C: 991 Duncan Rd Rutherfordton,NC 28139 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. 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OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident)' $ AUTOS AUTOS NON-OWNED (Pe ROPERT DAMAGE $ HIRED AUTOS AUTOS $ UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N/A (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ It yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ A Professional Liability P100.217.339.9 04/20/2023 04/20/2024 Each Claim:$2,000,000 Aggregate:$2,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached II more space Is required) CERTIFICATE HOLDER CANCELLATION Griffin Realty and Construction SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I -- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD ACORD CERTIFICATE OF LIABILITY INSURANCE DATE(MMfDDfYYYY) 08/14/2023 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Scott Schweitzer NAME: SSIG(Scott Schweitzer Insurance Group) .(AHfc°.No.Ext), (704)856 3111 (nrc.Nor PO Box 473 E-MAIL tt sco .s ssi usm ADDRESS: G g .co " INSURER(S)AFFORDING COVERAGE NAIL# Denver NC 28037 INSURER A: ERIE INS EXCH 26271 INSURED INSURER B: ERIE INS CO 26263 Wright and Associates dba MW Engineering Inc. INSURER c: BEAZLEY INS CO INC 37540 209 1st Ave.S INSURER D INSURER E Conover NC 28613-2113 INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM DDY/YYYYI (MMIDD11YYYYI LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 2,000,000 �/ DAMAGE TO RENTED CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) $ 2,000,000 _MED EXP(Any one person) $ 5,000 A Y Y Q97-2297341 04/04/2023 04/04/2024 PERSONAL&ADV INJURY $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $ 4,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBI(EaNED accidentINGLE LIMIT $ 1,000,000 X ANY AUTO BODILY INJURY(Per person) $ B X OWNED SCHEDULED AUTOS ONLY AUTOS Q04-0431285 04/04/2023 04/04/2024 BODILY INJURY(Per accident) $ X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY (Per accident) $ X UMBRELLA UAB OCCUR EACH OCCURRENCE ' $ 1,000,000 B EXCESS LIAB 1 CLAIMS-MADE 028-0470431 04/04/2023 04/04/2024 AGGREGATE $ 1,000,000 DED RETENTION$ $ WORKERS COMPENSATION X STATUTE OTH- ER AND EMPLOYERS'LIABILITY B OFFICERJMEMBER EXCLUDED?PROPRIETOR/PARTNER/EXECUTIVEANY Y� N I A 088-5400375 04/04/2023 04/04/2024 E.L.EACH ACCIDENT $ 1,000,000 (Mandatory in NH) I I E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 Errors and Omissions C Y C20FAE220601 11/04/2022 11/04/2023 2,000,000 3,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS 1 VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION Wright&Associates Inc SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE 209 1st Ave S THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Conover,NC 28613 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD CA • CATAWBA COUNTY G�. 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT 7 PHONE:828.465.8399 lit OFriday,September 8,2023 8 4 Z sM www.catawbacountync.gov PAYOR: ARIGHT&ASSOCIATES WRIGHT&ASSOCIATES(Wright,Miles) PAYMENTS TRANSACTION NUMBER: TRC-72704871-08-09-2023 PAYMENT DATE: 09/08/2023 PAYMENT TYPE: Credit Card 310524427 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 09-23-427902 110-580200-663000 EOP Fee $35.00 TOTAL PAYMENTS: $35.00 CBPR-01-2023-43217 CASE TYPE: Commercial Building Plan Review WORK CLASS: Building New SITE ADDRESS: 7878 NC HIGHWAY 16,NEWTON NC 28658 Applicant TALLEY&SMITH ARCHITECTURE,409 E MARION ST,SHELBY NC 28150 B:7044877082 BOB@TALLEYSMITHARCH.COM Architect TALLEY&SMITH ARCHITECTURE INC,PO BOX 518 409 E MARION ST,SHELBY NC 28151-0518 B:7044877082F:704-482-5596 BOB@TALLEYSMITHARCH.COM Contact Person *CRESENT CONSTRUCTION&DESIGN SOLUTIONS INC., 124 C FERNWOOD LN,MOORESVILLE N 28117 C:7042392463 KGABRIEL2845@GMAIL.COM Owner BENNETT REAL ESTATE HOLDINGS LLC,502 1ST AVE S,CONOVER NC 28613 C:828-465-2111 RLBENN12@GMAIL.COM Paid By-Environmental Hea!MRIGHT&ASSOCIATES,4190 HWY 16 SOUTH,NEWTON NC 28658 B:8284652205C:8288502160F:8284655878 MILES a WRIGHTANDASSOCIATES.US **NO PEOPLESOFT ACCOUNT ASSIGNED** Paid By TALLEY&SMITH ARCHITECTURE,409 E MARION ST,SHELBY NC 28150 B:7044877082 BOB@TALLEYSMITHARCH.COM receipt 09/08/2023 14:59 Page 1 of 1 Julia English From:Daphney Browning Sent:Tuesday, May 9, 2023 2:00 PM To:Megen McBride Subject:FW: Bennett Funeral Services Auxiliary Building - Plan Review and Permitting Hi Megan, The below email was sent to myself and Robbie. You are listed on the plan case, so just wanted to make sure you received it also. The plan case that will need the approvals is CBPR-01-2023-43217 if the below le?er is accepted. Thanks. From: Bob Smith \[mailto:bob@talleysmitharch.com\] Sent: Tuesday, May 9, 2023 11:53 AM To: Robert Phelps <RPhelps@CatawbaCountyNC.gov>; Daphney Browning <DBrowning@CatawbaCountyNC.gov> Cc: Keith Gabriel <kgabriel2845@gmail.com>; robbiebennett1505@att.net; Rhonda Bennett <rlbenn12@gmail.com> Subject: Bennett Funeral Services Auxiliary Building - Plan Review and Permitting This is an external email. Please be cautious before clicking any links or attachments. If you have questions about this email, please send them to suspiciousemail@catawbacountync.gov Robbie and Daphne, Below is the review response from Wes Bell at the Mooresville DEQ oﬃce. This was the last thing we were wai?ng on to ﬁnalize the Benne? Funeral Services Auxiliary Building plan review process. All the other plan review response documents have already been submi?ed and I believe they were reviewed and approved. Later this week, Keith Gabriel with Cresent Construc?on & Design Solu?ons plans to come by and ﬁll in a permit applica?on and pay the permi?ng fee. If you need anything else from our oﬃce, please let me know. Thanks for your help. Bob Smith, III, AIA Talley & Smith Architecture, Inc. PH# 704.487.7082 From: Bell, Wes <wes.bell@ncdenr.gov> Sent: Tuesday, May 02, 2023 2:21 PM To: Bob Smith <bob@talleysmitharch.com> Subject: Pump & Haul request for Bennett Funeral Services Auxiliary Building Good a?ernoon Mr. Smith, This Oﬃce received your wri?en request on April 26, 2023, to pump and haul embalming ﬂuid from the Benne? Funeral Services Auxiliary Building located at 7878 NC Hwy. 16, Newton/Catawba County. Based on the review of the 1 documenta?on submi?ed, this Oﬃce has determined that this ac?vity meets the criteria for being deemed permi?ed under 15A NCAC 02T .0203(a)(2). Should you have any addi?onal ques?ons, feel free to contact me. Respec?ully, Wes Wes Bell Env. Specialist II Mooresville Regional Office Water Quality Regional Operations Section NCDEQ-Division of Water Resources (704) 663-1699 Office (704) 235-2192 Office Direct Line Email: wes.bell@ncdenr.gov 610 East Center Avenue Suite 301 Mooresville, NC 28115 2 4 `L TALLEY & SMITH . ARCHITECTURE, INC. AIA P.O.BOX 518(28151)409 E.MARION ST.(28150)SHELBY,NC 704-487-7082 FAX 704-482-5596 WWW.TALLEYSMITHARCH.COM March 13, 2023 Comm.No. 934 Russ Ehrhart Catawba County Permit Center C/O 25 Government Dr. Newton,NC 28658 Re: Scope of Changes Plan Review Response Plan Review for Auxiliary Building for Bennett Funeral Services 7878 NC Hwy 16,Newton,NC 28658 The following is the Scope of Change-response to the comments dated 02/16/2023. 1. CD1 —Indicate the e „toryrincine fateF443,..... >>5 a cident l, o n the appendix`B" (NCBC 509). As per phone discussion with Russ Ehrhart on Thursday 02/23/2023,the Crematory Room 115 is not an incidental use. Instead it is an F-1 use. RESPONSE: Per the 02/23/2023 discussion with Russ Ehrart, the Crematory, Garage and front areas of the building are 3 separate occupancies. They are separated occupancies as per Section 508.4, with a 2 hour fire barrier wall between them. Cremation Chamber cut sheets are attached. 2. CD1 - Indicatether_ will si..�_.wid va the ,, o „to...,ane nerator. i 15 .�vwaaa l on the appendix`B" (NCBC 509). RESPONSE: See response text for item #1. As an F-1 occupancy, an automatic sprinkler system is not required. 3 Provide ., fire tecti.,, � it deta la f „ fire nk1 RESPONSE: See response text for items#1 and #2. 4. CD1 —Indicate an enclosed parking garage as a special use on the appendix`B" (NCBC 406). RESPONSE: Sheet CD1 corrected as requested. The enclosed garage shall comply with 406.4.2 through 406.4.8 and with 406.6. #2 Guards,not applicable. #3 Vehicle barriers,not applicable. #4 Ramps, not applicable. #5 Floor surface, floor surface is concrete and is sloped to move liquids to the vehicle entry doorway. #6 Mixed occupancy separation,garage is separated from other areas and occupancies with a 2 hour fire barrier. #7 Special hazards, not applicable as per the stated exception—ignition is more than 18"AFF Page 2 (actual height 24"AFF). #8 Attached to rooms, not applicable. 406.6 Enclosed garages shall comply with 406.6.1 through 406.6.3. #1 Heights and areas, garage is well under sections 504 and 506 requirements. #2 Ventilation, mechanical ventilation is provided in accordance with the Mechanical Code (see mechanical drawings). #3 Automatic sprinkler system as per 903.2.10, garage does not require an automatic sprinkler system as per the requirements of 903.2.10 (fire area less than 12,000sf, is not located under other occupancy groups, and the fire area is less than 5,000sf(actual area of 1,903sf). 5. Sheet 6 of 39 (C4)— Show an accessible parking sign at new accessible parking space per NCBC 1111.1. RESPONSE: A new sign and related details have been added to Sheets C3, C4andC5. 6. Sheet 6 of 39 (C4)—Verify accessible parking area and access aisle is no more than 2% slope in any direction meeting A117.1 section 502.5. RESPONSE: Verified. The parking area along with the new accessible sidewalk are within the standard 5%longitudinal max slope with a max cross slope of 2%. 7. Sheet 6 of 39 (C4)— Show the accessible route from new accessible parking access aisle to the entry door meeting 1104. RESPONSE: The accessible route is shown from the parking space to the front door on sheet C4. 8. Sheet 6 of 39 (C4)—Verify north side property line location for compliance with NCBC 602 (plans show a new property line that does not appear to be shown on the county GIS). RESPONSE: The new property information is now shown on the Catawba County GIS. The main property is#4491 and the adjacent vacant property is #4792 and both properties have been assigned separate addresses (see attached). 9. A1.1 —Verify compliance with NCBC 406.4.7 &NCMC 304.3.1 for elevation of ignition source or vestibule. RESPONSE: Compliance verified. Ignition is more than 18" AFF (actual height is 24" AFF). 10. A3.1 & A3.3 detail 1 —These pages show a wood truss & roof sheathing penetrating the 2-hour fire barrier wall. The 2-hour fire barrier wall is a priority wall. Provide a fire stop detail for the wood penetrations into this wall or show the wood trusses & sheathing attached to the outside of the 2 layers of 5/8 x sheetrock 2-hour wall. (NCBC 707.7 & 406.4.6) RESPONSE: Corrected as requested. Fire stopped around wood penetrations. See revised detail 1 on sheet A3.3. Page 3 11. A3.2 detail 4 —Show the slab on grade perimeter insulation extending downward from the TOP of the slab (see NCDOI interpretation for slab insulation). RESPONSE: Corrected as requested. See Detail 7 added on sheet A3.2. 12. A4.5 detail #4 Provide installation instructions for crematory incinerator for exhaust flue clearances to combustibles,above roof clearances, etc,. (NCFGC —606.1 & 607.1) RESPONSE: Installation drawing from manufacturer included with this response submittal. Also, see elevation view 3 on sheet A2.1 of project drawings that shows chimney height clearances. 13. E2—Verify GFI requirements of garage receptacle for circuits P-18 & P-24 per NEC 210.8(B)(8). RESPONSE: Circuits P-18 and P-24 in the Garage Area 113 have been clearly identified as GFI. See attached revised sheet E2. 14. Note: All retaining walls or series of retaining walls (earth retention systems)that retain more than 5 feet in cumulative height of earth within a 50 Ed horizontal distance or less require a design by a NC registered design professional per NCBC 1807.2.5, reviewed for code compliance, and shall obtain separate permit(s). RESPONSE: Retaining wall design by NC registered design professional will be provided by wall system manufacturer and will be submitted for a separate permit in the near future. Fire Review: 1. The driveway in the front of the building is showing 16' wide,this needs to be at least 20'per NCFC. RESPONSE: We failed to mark the driveway in question as a one-way convenience customer drop-off drive. The drawing has been corrected to show it as one way. As a one-way drive, the width complies with NCFC requirements. See revised sheet C4 (6 of 39). 2. Please provide spec sheets and details for the crematory being installed. More information is needed. RESPONSE: Spec sheets and detail drawing for crematory chamber is included with this response. Septic System Review: RESPONSE: We are in the process of obtaining DEQ approval for the embalming room wastewater holding tank. As soon as we receive their approval we will submit that document to you. It will be sent in a separate package. Page 4 If you have any questions or need further information,please let us know Sincerely, Robert L. Smith, III,AIA, LEED AP Attached: • Revised Sheet CD1 • Revised Sheet A3.2 • Revised Sheet A3.3 • Revised Sheet E2. • Revised Sheets C3, C4 and C5 (sheets 5, 6 & 7 of 39). • Cremation Chamber Drawing Sheet(24"x36" sheet) • Cremation Chamber Data, Features, Comparison, Fire Marshal and TEK Marshal sheets • Aerial photo of GIS showing two separate properties the same as shown in the project drawings. End of Document CFS -2300 Cremation Chamber . _ . from Cremation Systems -- CFS-2300 Features Include: /,��`�cis • Automatic operation , ` spon •.,qo E.) • High efficiency refractory lining SEAL • Recessed hot hearth design accommodates large cases, 750 Ibs N -7 g 9 1 <<Irlo�—cQ — • Cremation status can be sent via email `NG I_.--- ■ Quick Change hearth tile system • Emission monitoring • Front loading and retrieval through extra-wide door Cremation Systems _ ■ 150 lbs per hour cremation burn rate is pleased to offer r -- F�RF • Touch-screen digital controls the CFS-2300 ■ PC-based data acquisition and storage cremation chamber • Meets all applicable NFPA and UL standards with Fire Marshal ~' • Engineered for installation through an 8' door opening monitoring system. '4 "` • Includes Fire Marshal monitoring system • Tek Marshal internet retort diagnostics, optional - - Optional with TEK CFS-23�0 the CFS-2300: Tek Marshal Cremation Chamber ' internet retort / diagnostics. � i Made in Illinois! gRsr+P r„ • C ULUNDERWRITERS LABORATORIES INC.00.. The CFS 2300 has a composite refractory ern indeyenden4rmlJnrpmfrlorganiialionlesfing for public safety lining,and extra-wide 42"door opening. t,,,,,,,, 4111 \• .: atria: ;,•'' •,•'' • Ctr€ no1ioit _ - - . tn1TM Division of Armil CFS, Inc. General Dimensions: Utility Requirements: Height: 7'71/2" Natural gas: 1000 Btu/cu ft 15660 South LaSalle Street Width: 5'3" without control panel 2350 CFH at 7"w.c. minimum South Holland, IL 60473 6'51/2" with control panel Propane: 2500 Btu/cu ft 708-339-6810 Fax: 708 339-0517 Length: 15'4" 940 CFH at 11"w.c. minimum Hearth area: 42" wide x 89" deep Electrical: 208/240 VAC, 1 phase,40 amp www.cremsys.com Door opening: 42" wide x 25" high Refer to General Specification HS01 ©2020,Cremation Systems CFS-2300 Cremation Chamber from Cremation Systems Features and Benefits One-step, automatic operation: The CFS-2300 utilizes advanced "Set Point Programming" to control temperature for a completely automatic cremation cycle. High efficiency refractory lining: The CFS-2300 utilizes a combination of premium firebrick, pre-cast refractory shapes and ceramic fiber insulation for a light weight, energy efficent lining. Quick Change hearth tiles: The CFS-2300 Quick Change hearth is a pre-cast refractory tile system. Quick Change tiles are in stock, minimizing cremator down time by allowing for one-day hearth repair and easy sub-hearth access. Automatic pollution monitoring: The CFS-2300 opacity sensor monitors emissions, ensuring EPA requirements are met. Touch-screen digital controls: Case data stored on a flash drive can be automatically sent to any PC or smart phone via email. Remote access via the Internet: Remote access of cremator conditions via the internet for off-site monitoring and alarm notification. The CFS-2300: ■ Extra-wide door opening for easy loading and retrieval • Low overall height and weight for ease of installation • Door system features a single air-cooled viewing port, spring-loaded/self- locking door latch to ensure safety, and hydraulic cylinders for door movement. • Control panel may be left or right side mounted, or provided separate for remote installation. • Meets or exceeds all applicable NFPA and UL standards. Fire Marshal: The Fire Marshal monitoring system comes standard with the CFS-2300. Refer to Fire Marshal data sheet for additional information. Tek Marshal: Internet retort diagnostic product to identify blown fuses, tripped relays, and dirty smoke meters, without a service tech visit. Cremation Systems is a division of Armil CFS, Inc., manufacturer of high temperature process equipment since 1968. Armil CFS utilizes the finest combustion and control components, refractory and insulating materials to provide premium, high efficiency, low maintenance cremation equipment. Members of: NT4 National Funeral Directors Association Cremation Association of North America N:a4 i Fin Indiana Funeral Directors Association Illinois Funeral Directors Association ©2020,Cremation Systems emernation,..cyoterna. 15660 South LaSalle Street • South Holland,IL 60473 • 708-339-6810 • Fax:708-339-0517 Division of Armil CFS,Inc. W W W.CremSyS.COm CFS -2300 Cremation Chamber from Cremation System Quick Change Hearth I 1� IiQI IIIII' -bi •r T CI 8• ' 1~P 11 711.i ___________ TEK , 1 _ Tek Marshal ter :�� r" , � ; - 13 Monitor your b;r �,e>��.,�O, retort anytime ;;� y4s, _ -`, , • via the Internet 2�g R5%; s. " ■ Remote diagnostics ; eliminate costly service calls ''' ".' /r r: '' i=�' • EPA data recorded automatically ,. Y: ,,,,', , ,tr , re,;,, - • Case information recorded automatically ;',.r ,,, ,, y• �., ( , , h ,r,, ,;•�. ' • • V L UNDERWRITERS LABORATORIES INC. ,,r, ' 'f rave. x xri i .iu.mmxcu.r.•Mrnecwh rni.n. m ',' ''�,/' '� CFS 2300 n,independent,ao!for•rof l organization testing for public safety I." Cremation Chamber Made in Illinois! 247 AT TIE TEMPERATURE STACK j'; ` TEMPERATURE •t� i CtnioVoit V �Vtern�V TM 1r,7I 1 ... F1RE� u AT TER BURNER MAIN CNAMBE'4--' Division of Armil CFS, Inc. TEMPERATURE TEMPERATURE j/-44/('-'4' 15660 South LaSalle Street South Holland, IL 60473 , 708-339-6810 Fire Marshal Fax: 708-339-0517 • Fully automatic operation www.cremsys.com • Remote access via the internet __ d IN Remote monitoring via smartphone or computer 4cc„ A '. ■ Remote diagnostics .� siNee a $EAL O 1968 ' Built by Cremation Systems %L 4/ .04 6 - — -_ Installed by Cremation Systems "c N°° CFS-2300 Cremation Chamber from Cremation Systems Built by Cremation Systems • Installed by Cremation Systems i ;, r to . -Y e { , _ ,uppq 17) kI ' 1 T N ta, 111- — , prx _ Jam_ J _ . • _:lid-.....-=_'%� 3_. . - / ' il 1 • 4-•. . flogit 1ru _ �11 s -a y / 1 l'ar IP Fail ., 1, /1 r ) ' mrsit,‘ 6 ..,..i..r: iitt al it ,,!1 i I:_ 1 41 Quick Change Hearth Cremation Systems is a division of Armil CFS, Inc., 1 FP A pre-cast refractory tile system manufacturer of high temperature process equipment since 1968. Armil CFS utilizes the finest combustion and control components, refractory and insulating •.; , materials to provide premium, high efficiency, low ��_ I maintenance cremation equipment. r ate=,. `, I li '`y CTtkile" , ■ Hearth replacement Indiana Funeral Directors Cremation Association P 1" Association of North America in one day • Recessed Hot hearth 4- fluid containment * NF94 f • Pre Fired Hearth tiles are I D always in stock _ - Illinois National Funeral Directors Association Funeral Directors Association ®2020,Cremation Systems enema-GNI, 4tema M 15660 South LaSalle Street • South Holland,IL 60473 • 708-339-6810 • Fax:708-339-0517 Division of Armil CFS,Inc. www.cremsys.com I II 0 1 9 I a \ 1 i I I in ii II 11 L _ _ _ _• _ _ _ _ _ _ R z' ,' / .."-. ------7--- I � I a , I ;I m yp' a• ro as < Di I I � x ° z r I A 1 ______j1 f x !... ,_,_, \ / BUILDING ! l' ;,,R 1 ' AIM FACILITY FOH Ia r BENNETT FUNERAL SERVIC M I 502 1ST AVE SOWN � �;0 II#;�P I CONOVER, NORTH CAROLINA 28613 '• ll I' I a i� .<-i-- � v. s...--- 0` '31.4 ----::'— II \ R, 1 1 1 . \ 11 -DE P f4 Nv�� 1 F Y \ A i Ili kg tX / IP Ea A s0 t .npm 1r, __\__ • 1 I a o oI \ s o • il. I o / o i ' ; 1 1 1 1 111 1 1 . 0 ilh o I I 1 II " il -tiiiiiir* - :Cr, illaiiillik- :dim te • iii Fir Pl r-Vaii t: AirMailit' uv.e1 arM�in-ni I . • ,;��_ 0a • --j--" /rib __ 0 T L,„,.,.ct ANM FACILITY FOR, y 1 1 ' i i Ill ill I !• it tti � > I; , BENNETT FUNERAL SERVIC= �� , I;; j a� .1 I 502 1ST AVE.SOUTH r, ,A til ' E "U] c 111 I CONOVER, NORTH CAROLINA 28613 3 '� ��iE� L' :`�