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CBPR-08-2022-41883.tif
THIS IS NOTA PERMIT Case# CBPR-08-2022-41883 .Q_4 d -1 CATAWBA COUNTY HEALTH DEPARTMENT O PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES I; 2 sM Commercial Building Plan Review- Building New IMPROVEMENT- AUTH CONST-ABANDONMENT b-74:1 TRAJ 'SO Applicant-Building WINSTEAD ARCHTECTURE PLLC (USE FOR CONTACT) (STAN WINSTEAD),PO BOX 321, NEWTON NC 28658 C:8282342879 OTHER:828-464-2827F:828-464-3229 WINARCH@BELLSOUTH.NET BELLSOUTH.NET Applicant-Environmental CATAWBA COUNTY (JOHN CAMERON),25 GOVERNMENT DR,NEWTON NC 28658 Health C:8283202484 JCAMERON@CATAWBACOUNTYNC.GOV CATAWBACOUNTYNC.GOV Architect WINSTEAD ARCHTECTURE PLLC (USE FOR CONTACT) (STAN WINSTEAD),PO BOX 321, NEWTON NC 28658 C:8282342879 OTHER:828-464-2827F:828-464-3229 WINARCH@BELLSOUTH.NET BELLSOUTH.NET Billed To WINSTEAD ARCHITECTURE,PLLC-BILLING (BILLING ONLY),22 N MAIN AV,NEWTON NC 28658 B:828-464-2827 C:8282342879F:828-464-3229 WINARCH@BELLSOUTH.NET BELLSOUTH.NET Contact Person WINSTEAD ARCHTECTURE PLLC (USE FOR CONTACT) (STAN WINSTEAD),PO BOX 321, NEWTON NC 28658 C:8282342879 OTHER:828-464-2827F:828-464-3229 WINARCH@BELLSOUTH.NET Owner CATAWBA COUNTY (JOHN CAMERON),25 GOVERNMENT DR,NEWTON NC 28658 C:8283202484 JCAMERON@CATAWBACOUNTYNC.GOV CATAWBACOUNTYNC.GOV NAME TO APPEAR ON PERMIT SITE ADDRESS: 4447 SECTION HOUSE RD,HICKORY NC 28601 PIN# 372312876069 NAME of SUBDIVISION: Lot# 1,2,4 Section/Block PROPERTY SIZE: Square Feet 91,040.40 Acres 2.09 DIRECTIONS: Corner of Section House Rd and Hunters Chase Dr PRIMARY CONTACT: A licant SEWER TYPE: Septic Tank GALLONS PER DAY: 450 WATER SUPPLY: Public Water DESCRIBE WORK: 8/22/22 REVISED GPD TO 450 PER MM A steel and masonry building with membrane roofs, concrete slab, site work,etc. Construction of new 73 x 112 EMS Base Gallons per day may be adjusted after discussion with state. Well abandonment added for well shown on 2003 permit. Must be removed from application if already abandoned. 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? No Does this site contain any existing wastewater systems? Yes Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: **NO STRUCTURE SELECTED** FACILITY TYPE: Other OTHER DESCRIPTION:EMS Base DESCRIPTION OF 2 story 5 bedroom group home to be demolished EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: 52 x 60 NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: PROPOSED CONSTRUCTION elmpplicatiun 08/22/2022 13:25 Page I o1'7 Emergency Response (Fire, Rescue & EMT) Facilities The daily design flow shall be determined as follows: Fire or rescue stations without on site staff--- 25 gpd/person Fire or rescue stations with on-site staff--- 50 gpd/person per shift The following are minimum standards for emergency response facilities utilizing subsurface wastewater disposal systems. (a) Due to the potential for non-permitted and hazardous materials to enter bay area drains in emergency response facilities, it is highly recommended that: (1) Bay floors are sloped toward the entrance to facilitate drainage; or (2) Bay floor drains are discharged to daylight. Note:Any emergency response facility proposing floor drains in the bays/vehicle storage areas and that intends to dispose of facility wastewater by subsurface means shall be required to submit an Industrial Process Wastewater(IPWW) system application package, including plumbing plans, to the Local Health Department(LHD). Application fees, procedures and forms may be prescribed by the LHD. The LHD shall review the application package for completeness. Incomplete packages will be returned to the applicant. The LHD shall forward three (3) complete 1PWW packages to the On-Site Water Protection (OSWP) Section. (b) Permanent signs (at least 8 inches by 11 inches) shall be conspicuously posted near or above any drains in the facility (e.g., sink, kitchen and bathroom floor drains) and shall include the following information: (1) The discharge of oil, antifreeze, hydraulic fluid, solvents or any other potentially harmful chemicals/substance into any floor drain, sink drain, shower or toilet is prohibited. (2) Vehicle maintenance, including but not limited to vehicle and equipment servicing, fluid changes, mechanical repairs, parts cleaning, sanding, refinishing, painting, fueling, locomotive sanding (loading sand for traction), storage of vehicles and equipment waiting for repair or maintenance, and storage of related materials and waste materials such as oil, fuel, batteries, tires, or oil filters is prohibited in the bays if a floor drain is present. (3) The name of a contact person and phone number to notify in the case of a spill. (c) Sizing Criteria Consult your LHD for assistance with sizing the facility. Computation of the daily design flow in gallons per day (gpd) for proposed emergency response facilities may be best estimated when based on actual water use data collected from existing comparable facilities, particularly in high-use areas. Design flow reductions must be reviewed and approved by the OWPS (State) prior to site approval and permit issuance. (d) Design Requirements 1642 Mail Service Center, Raleigh, North Carolina 27699-1642 One Phone (919) 715-3270 / Fax (919) 715-3227 NorthCarolina http:l/www.deh.enr.state.nc.us/oww/index.htm Naturallm An Equal Opportunity I Affirmative Action Employer (1) All tanks must be pre-approved by OSWP and in accordance with Section .1954 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T15A.18A.1954) (2) Facilities with kitchens shall install a grease trap in accordance with Section .1900 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T15A.18A.1901 - .1968) (3) The absorption field shall be designed in accordance with Section .1900 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T15A.18A.1901 - .1968) (4) Additional design requirements may be stipulated by OSWP based upon facility and site features, as well as the surrounding environment. 1642 Mail Service Center, Raleigh, North Carolina 27699-1642 One Phone (919) 715-3270/ Fax (919) 715-3227 NorthCarolina/ http://www.deh.enr.state.nc.us/owwlindex.htm �atural 1/ An Equal Opportunity/Affirmative Action Employer Y'A •� THIS IS NOT A PERMIT Case# CBPR-08-2022-41883 Q" CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /842 sM Commercial Building Plan Review- Building New IMPROVEMENT- AUTH CONST- ABANDONMENT Applicant CATAWBA COUNTY (JOHN CAMERON),25 GOVERNMENT DR.NEWTON NC 28658 C:8283202484 NAME TO APPEAR ON PERMIT Catawba County (John Cameron) SITE ADDRESS: 4447 SECTION I LOUSE RD,I IICKORY NC 28601 PIN # 372312876069 NAME of SUBDIVISION: Lot# 1,2,4 Section/Block____ PROPERTY SIZE: Square Feet 91,040.40 Acres 2.09 DIRECTIONS: Corner of Section House Rd and Hunters Chase Dr PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 900 WATER SUPPLY: Public Water DESCRIBE WORK: Construction of new 73 x 112 EMS Base Gallons per day may be adjusted after discussion with state. Well abandonment added for well shown on 2003 permit. Must be removed from application if already abandoned. 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? No Does this site contain any existing wastewater systems? Yes Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: ** NO STRUCTURE SELECTED** FACILITY TYPE: Other OTHER DESCRIPTION:EMS Base DESCRIPTION OF 2 story 5 bedroom group home to be demolished EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: 52 x 60 NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: PROPOSED CONSTRUCTION BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED? EMPLOYEES PER SHIFT: 6 NUMBER OF SHIFTS: 3 TOTAL EMPLOYEES: 0 SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: APPLICATION FOR WELL ABANDONMENT ABANDONMENT TYPE: c6:mpliuui:r 08/05/2022 15:18 Page 1 of7 CATAWBA COUNTY Case# CBPR-08-2022-41883 Public Health Department f-, Z Subdivision —4 Environmental Health Division PIN# 372312876069 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 /N42iu NAME ON PERMIT: CATAWBA COUNTY (JOHN CAMERON),25 GOVERNMENT DR,NEWTON NC 28658 Catawba County (John Camerc Site Address: 4447 SECTION HOUSE RD,HICKORY NC 28601 Property Size: Square Feet 91,040.40 Acres 2.09 Directions: Corner of Section House Rd and Hunters Chase Dr 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 AREA2 SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) chapplicauun 08/05/2022 15:18 Page 2 of 7 a Catawba county public health A lication for Environmental Health Services pC( \ 1'Ct Application I 0 T 11't _ THIS IS NOT A PERMIT l(1 Application is for: ®New Construction ❑Existing Facility �( Improvement Permit Authorization to Construct � t' ❑ New Septic Septic Repair/Malfunction ❑ Septic Relocation ❑ Septic Expansion El Existing System Inspection or Reconnection ❑ New Well ❑Replacement Well Well Abandonment ❑Well Repair Property Address 4447 Section House Road Acres 2.09 Subdivision Lot# Driving Directions to Property Business Hwy 16 North to Conover; Lt on 1st Street West; Rt on Section House Road Property is approximately 2,5 miles on Lt Describe work Construction of EMS Base Applicant Name Catawba County Applicant Address 25 Government Drive; Newton, NC 28658 Phone (828) 466-7279 Cell Phone (828) 320-2484 . Owner Name Same Owner Address Phone Cell Phone Contractor Name Not known License# Contractor Address Phone Cell Phone Name to Appear on Permit? ®Owner ❑Applicant 0 Contractor Who will be the Primary Contact? ®Owner ❑Applicant 0 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 Basement 0 Yes 0 No Basement Plumbing ❑Yes ❑ No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions Basement ❑Yes 0 No Basement Plumbing ❑Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing ❑Yes 0 No Describe Plumbing Needed Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions Basement ❑Yes ❑ No Basement Plumbing ❑Yes 0 No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑Semi-Public Well ❑Community Well Abandonment Type ❑ Drilled 0 Bored ❑ Dug 0 Unknown Well Repair Requested El Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?❑ Yes 0 No catawbacountync.gov Environmental Health Catawba County Government Center 25 Government Drive I PO Box 389 I Newton NC 28658 1828,465.8270 MAKING. LIVING. BETTER. , • Existing Structures on Site Describe Ex. 2 story 3,361 SF Group Home (to be demolished) Structure Dimensions 52x60 #of Bedrooms * 5 #of Occupants Empty • Basement ❑ Yes ® No Basement Plumbing ❑ Yes ❑ No Existing Water Supply _ ❑Individual Well ❑ Shared Well—Number of Connections ❑ Community Well ®County/City/Township Water Line Is a public water supply available? ** IN 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 0 Yes 0 No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes ❑No Residential Kitchen ❑Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type EMS Base Station Structure Dimensions 73x112 Retail Floor Space #of Employees per Shift 6 #of Shifts 3 Other Information 6 employees per shift X 3 shifts X 50 GPD/Employee = 900 GPD 4V A.i Calculated Design Flow,Commercial t (This value will be determined by EH staff) fl t] i t (� �t,l ( (r ci , The Applicant shall notify the local health department upon submittal of this application if any of the following apply 1dthe property in question. If the answer to any question is"yes", applicant must attach supporting documentation. ❑Yes I$No Does the site contain any jurisdictional wetlands? al Yes 0 No Does the site contain any existing wastewater systems? Cl Yes ail No Is any wastewater going to be generated on the site other than domestic sewage? I&Yes 0 No Is the site subject to approval by any other public agency? 0 Yes MI No Are there any easements or right of ways on this property? Describe 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 0 Conventional Cl Innovative 0 Other 25% Reduction ❑ 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) 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 roperty or leg�,ageat of the owner. Signature of Owner or Legal Agent • ° Date i V1 'Z.2 Printed Name of Owner or Legal Agen0 T., C.-Progk Megen McBride From: Angoli, Trish <trish.angoli@dhhs.nc.gov> Sent: Monday, October 3, 2022 9:59 AM To: Megen McBride Subject: RE: [External] EMS base 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(ikatawbacountync.gov Megen, Not really. Even if the purpose of the floor drains is only for drip dry of the trucks, oil and other motor vehicle fluids can still get into the septic system. If they keep the floor drains they are IPWW and we will need to review the plans. If the purpose is really only for drip drying the trucks, they could remove the floor drains and provide a gentle slope on the floor so that the liquid will drain out of the garage. Let me know if you have any other questions. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Fax: 919-845-3972 trish.angoli andhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 Don't wait to vaccinate. Find a COVID-19 vaccine location near you at MySpot.nc.gov. Twitter I Facebook I Instagram I YouTube I Linkedln From: Megen McBride<MMcBride@CatawbaCountyNC.gov> Sent: Monday, October 3, 2022 9:48 AM To:Angoli,Trish<trish.angoli@dhhs.nc.gov> Subject: RE: [External] EMS base CAUTION:External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. 1 Hi Trish, You answered some questions for me a while back regarding this EMS base. Below you said, "floor drains could potentially change the wastewater to IPWW". The plans do indeed show floor drains (4 truck bays with 4 floor drains).The engineer is showing everything going into a grease trap, a septic tank, then a pump tank. Is there a scenario where these floor drains would not be IPWW? Megen From: Angoli,Trish [mailto:trish.angoli@dhhs.nc.gov] Sent:Thursday, August 18, 2022 11:20 AM To: Megen McBride<MMcBride@CatawbaCountyNC.gov> Subject: RE: [External] EMS base 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 Megen, Based on the flow rates, on-site staff would be those people who are there for a 24 hour shift. Not on-site staff would be those who work an eight hour shift. Let me know if you have any other questions. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Fax: 919-845-3972 trish.angoli@dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 Don't wait to vaccinate. Find a COVID-19 vaccine location near you at MySpot.nc.gov. Twitter I Facebook I Instagram I YouTube I Linkedln From: Megen McBride <MMcBride@CatawbaCountyNC.gov> Sent: Wednesday, August 17, 2022 4:58 PM To: Angoli, Trish <trish.angoli@dhhs.nc.gov> Subject: RE: [External] EMS base 2 CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Trish, Thank you for the guidance.Very helpful! At the very top of the guidance, where it talks about "on-site staff', how are "on-site staff" defined? Thanks, Megen From: Angoli,Trish [mailto:trish.angoli@dhhs.nc.gov] Sent: Monday, August 15, 2022 4:03 PM To: Megen McBride <MMcBride@CatawbaCountvNC.gov> Subject: RE: [External] EMS base 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 Megen, Attached is our guidance on emergency response facilities. I would size base on the number of employees times 25 gpd/employee, so a design flow of 450 gpd would be your minimum. I would ask questions about floor drains and training or community rooms where large events could take place. This would increase the flow. Floor drains could potentially change the wastewater to IPWW. I would recommend asking for a floor plan. If you have any other questions,just let me know. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Fax: 919-845-3972 trish.angoli(a�dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 Don't wait to vaccinate. Find a COVID-19 vaccine location near you at MySpot.nc.qov. Twitter I Facebook I Instagram I YouTube I Linkedln 3 From: Megen McBride <MMcBride@CatawbaCountyNC.gov> Sent: Friday, August 5, 2022 2:21 PM To: Angoli,Trish <trish.angoli@dhhs.nc.gov> Subject: [External] EMS base CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Hi Trish, How would you size an EMS base? It will be staffed 24 hrs/day, but there will not be beds or sleeping areas.There will be 6 employees/shift. There will be 3 shifts. Let me know if you need the number of plumbing fixtures (toilets, sinks, showers). There will also be a residential kitchen. Thank you! Megen Megen McBride, REHS Environmental Health Administrator 25 Government Drive, Newton, NC 28658 (828)465-8268 office (828) 465-8276 fax https://www.catawbacountync.gov/county-services/environmental-health/ tcatawba county We want to hear from you. Please take a minute to take our customer service survey. English_ Queremos escuchar de usted. Tomese un minuto para realizar nuestra encuesta de servicio al cliente. Espanol Confidentiality Statement:The information contained in electronic transmissions is confidential and may be subject to protection under the law,including the Health Insurance Portability and Accountability Act(HIPAA).An electronic transmission is intended for the sole use of the individual or entity to whom it is addressed.If you are not the intended recipient,you are hereby notified that any use,distribution or copying of the message is strictly prohibited.If you received a message in error, please contact the sender immediately by replying to the e-mail and delete the material from any computer. Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized State official. Unauthorized disclosure of juvenile,health,legally privileged,or otherwise confidential information, including confidential information relating to an ongoing State procurement effort,is prohibited by law. If you have received this email in error,please notify the sender immediately and delete all records of this email. 4 Emergency Response (Fire, Rescue & EMT) Facilities The daily design flow shall be determined as follows: Fire or rescue stations without on site staff---25 gpd/person Fire or rescue stations with on-site staff--- 50 gpd/person per shift The following are minimum standards for emergency response facilities utilizing subsurface wastewater disposal systems. (a) Due to the potential for non-permitted and hazardous materials to enter bay area drains in emergency response facilities, it is highly recommended that: (1) Bay floors are sloped toward the entrance to facilitate drainage; or (2) Bay floor drains are discharged to daylight. Note:Any emergency response facility proposing floor drains in the bays/vehicle storage areas and that intends to dispose of facility wastewater by subsurface means shall be required to submit an Industrial Process Wastewater(IPWW) system application package, including plumbing plans, to the Local Health Department(LHD). Application fees, procedures and forms may be prescribed by the LHD. The LHD shall review the application package for completeness. Incomplete packages will be returned to the applicant. The LHD shall forward three (3) complete IPWW packages to the On-Site Water Protection (OS WP) Section. (b) Permanent signs (at least 8 inches by 11 inches) shall be conspicuously posted near or above any drains in the facility (e.g., sink, kitchen and bathroom floor drains) and shall include the following information: (1) The discharge of oil, antifreeze, hydraulic fluid, solvents or any other potentially harmful chemicals/substance into any floor drain, sink drain, shower or toilet is prohibited. (2) Vehicle maintenance, including but not limited to vehicle and equipment servicing, fluid changes, mechanical repairs, parts cleaning, sanding, refinishing, painting, fueling, locomotive sanding (loading sand for traction), storage of vehicles and equipment waiting for repair or maintenance, and storage of related materials and waste materials such as oil, fuel, batteries, tires, or oil filters is prohibited in the bays if a floor drain is present. (3) The name of a contact person and phone number to notify in the case of a spill. (c) Sizing Criteria Consult your LHD for assistance with sizing the facility. Computation of the daily design flow in gallons per day (gpd) for proposed emergency response facilities may be best estimated when based on actual water use data collected from existing comparable facilities, particularly in high-use areas. Design flow reductions must be reviewed and approved by the OWPS (State) prior to site approval and permit issuance. (d) Design Requirements 1642 Mail Service Center, Raleigh, North Carolina 27699-1642 One Phone (919) 715-3270 / Fax (919) 715-3227 NorthCarolina http:/Iwww.deh.enr.state.nc.us/oww/index.htm Naturally An Equal Opportunity/Affirmative Action Employer (1) All tanks must be pre-approved by OSWP and in accordance with Section .1954 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T 15A.18A.1954) (2) Facilities with kitchens shall install a grease trap in accordance with Section .1900 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T15A.18A.1901 - .1968) (3) The absorption field shall be designed in accordance with Section .1900 of Title 15A Subchapter 18A of the North Carolina Administrative Code (T15A.18A.1901 - .1968) (4) Additional design requirements may be stipulated by OSWP based upon facility and site features, as well as the surrounding environment. 1642 Mail Service Center, Raleigh, North Carolina 27699-1642 One Phone (919) 715-3270/ Fax (919) 715-3227 NorthCarolina http://www.deh.enr.state.nc.us/oww/index.htm Naturally An Equal Opportunity/Affirmative Action Employer Catawba County Environmental Health ■ ash vfmil ''( )'' • 0 0 (170 • F (A44 A60) 2 -,s� �}, cry i ,;(°?5i _3�w "t CPS 3� . 1+,1.77 �,r $G SeC) �1571 R 13°2ta ' .4450 � elk 162.`t ( 25) .00' 0 to 4 4447 �' 065) 2 II .2173 • I. 100. 2 0C .P aco C ' .4436 co to Ole' 1,ING t o $ 17 •d4 . t:\:4\1420 ' 69 77 ... 0 „.... $ .'44�10 �lq w�� (30) • (181, Parcel: 372312876069, 4447 SECTION HOUSE 1 in=100ft RD HICKORY, 28601 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 08/04/2022 Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 372312876069 Owner: CATAWBA COUNTY Parcel Address: 4447 SECTION HOUSE RD Owner2: City: HICKORY, 28601 Address: PO BOX 368 LRK(REID): 56321 Address2: Deed Book/Page: 1993/0979 City: NEWTON Subdivision: State/Zip: NC 28658-0368 Lots/Block: 1,2,4/ Last Sale: School Information: Plat Book/Page: 40/97 School District: COUNTY Legal: LOT 1,2,4 1-2 + 4 PL 40-97 PL 40-97 Elementary School: WEBB A MURRAY Middle School: ARNDT Calculated Acreage: 2.090 High School: ST STEPHENS Tax Map: 165H 07015 Township: HICKORY School Map State Road #: 1491 TaxNalue Information: Tax Rates(pdf) Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: ST STEPHENS Zoning1: R-20 Building(s)Value: $198,400 Zoning2: Land Value: $35,500 Zoning3: Assessed Total Value: $233,900 Zoning Overlay: Year Built/Remodeled: 1930/ Small Area: ST STEPHENS/OXFORD Current Tax Bill Split Zoning Districts: / Zoning Agency Phone Numbers Miscellaneous: Firm Panel Date: 2007-09-05 Building Permit Address Search for this parcel. Firm Panel #: 3710372300J If available, Building Permits for this parcel. Septic 2010 Census Block: 2028 links are not permits. 2010 Census Tract: 010303 Septic Final Permits prior to 08/2018, contact Agricultural District: PROXIMITY Environmental Health. Building Details WaterShed: Voter Precinct: P28/Voting Map Parcel Report Data Descriptions List all Owners Deed History Report Assessment Report This map/report product was prepared from the Catawba County,NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability, whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. ©2022, Catawba County Government, North Carolina.All rights reserved. jY it, /La.• ` . �`} < ,- ' r CATAWBA COUNTY HEALTH DEPARTMENT "Oda Telephone: (828)465-8270 TDD: (828)465-8200 WLS # 6 3- 6 0 gO 1 IP AC Rpr. Prmt. O P t. _Sys. T �" We�"rmt cement Well Well Rpr. Prmt. _ Owner/Agent p CA W eh- C� till���v Mee one p Address S 'vision Section/Block/Phase . Lot# Lot Size D' lion `s: -0 ‘. ) Q— ` ET.. _a/AI A- a4 R/Lco ra A- Smart a-LA ei OW b nA. see Property Address 4 7 ,S i.% % �.4. �. V 6 Facility: House Mobile Home Business Multi-family K. . Other: Pin Number .3 72 /Z ' Qb Other . Zoning Approval# #Bedrooms ,6. #Seats #Employees . Application Rate GPD Flow Hot Tub or Spa yes/no Special Fixtures Basement yes/no . 100% Repair Area yes/no Basement Plumbing yes/no Water Supply: Private Well Public )c Semi-Public Type of System: Trench Bed K Pump Pump/Panel Panel LPP Other }r 1 Septic T Size Y-t.S'' Pump Tank Size Nitrification Field: Total Square Feet Depth of St ne L. 72 Bed Siz .5 X q A X f ench Width Total Length of All Trenches Number of Trenches Trench Length I / I / l_Feet on Center Maximum Trench Depth Distance of Nearest Well *DO NOT INSTALL SEPTIC WHEN WET* *WELL RECORD REQUIRED AT COMPLETION* *************************************************************************************************************************** Topo % Slope I 1 Texture In,4,-(( ALIA -re. if, le-1 Structure Clay Min. 1� �' I`_ f r .Sc -(<.e.ci_ ` att ( 1 . Soil Wetness " ,. 1 ' Soil Depth y J Restric. Hoz. at " � �`k Available space yes/no m +,51%-cl Overall Class S PS U "•y; < 70 Comments: � Id V i5 ,it t`V O. Filter Required Riser required when tank is more than 6 _ inches deep. ,n „ **NO GUARANTEE OR WARRANTY IS IMPLIED OR GIV�.Ai A TAT LENGTH OF TIME THIS SYSTEM WILL FUNCTION** y f-'c r n'— �t`"''' ****************************** ********************************************************************************* *Improvement Permit has no expiration date and is transferable, but may be revoked if site plans or intended use changes for the proposed facility. An Authorization to Construct is valid for(5) five years from date issued and is not transferable. Well Permit valid for 5 years provided site conditions do not change. Well location, installation, and protection must meet state and local regulations, and must be inspected and approved by a representative of the Catawba County Health Department before any portion of the installation is put into use. The siting of the well by the Health Department staff is to provide prof lion fr m kriwn pos, le sources of contamination. No volume of water is guara teed at.any site by the Health Department. Permit Date iitG 3 EH Owner/Agent / ,C... Jt► cu.',I'Septic Tank Installed y mice• / ' Date 5 /`''E EHS 5 �-r�.. Well Installed By t Well Grout Approval Date Well Head/Approval Date Date Sample Collected Date of Results Results EHS White-Office Yellow-Owner/Agent Pink-Building Inspection Authorization to Construct RECEIVED • Earthwise Designs NOV 2 8 2022 LandEvaluati on& E on 11/14/2022 Environmental Health Site and Soils Report On-Site Wastewater System for proposed St. Stephens EMS 4447 Section House Road, Hickory NC 28601 Catawba County Parcel: 3723-1287-6069 Prepared for: Wright&Associates This LSS evaluation is submitted under the rule: 15A NCAC 18A .1971 ENGINEERED OPTION PERMIT Part 1: Submittal of Notice of Intent to Construct(NOI). Earthwise Designs has performed a soils and site evaluation of the lot referenced above, per NC General Statues 15A NCAC 18A .1900. We have delineated areas Provisionally Suitable for a III b.g. gravelless trench system with 25%reduction for effluent of domestic quality. If desired higher strength wastewater can use the 111g. Trench but without the 25%reduction. Seventeen pits were evaluated, covering all available drain field area on the lot. All pits possessed well-drained Group IV soils to 48"+. The topography is uniform with mild slopes free of gullies, rock outcrops, human disturbances or other abnormalities. A well has been properly abandoned adjacent to the suitable drainfield areas. Public water will be used. This is not a saprolite system. Details are discussed below, in attached documents and the engineer's report. System Recommendations Initial & Repair: III b.g. gravelless trench system, with 25% reduction, as needed. See note above if high strength. For regular septic: 900 gal/day: 900/0.3/3 x 75%=750 trench lines of IIIg (chamber); same for Repair. • Soils: Class IV—Silty Clay • LTAR: 0.3 (See detailed soil descriptions.) • Trench width 36" • Trench bottom: 26"on downhill side of trench. • Septic tanks and other component: see engineer's report. Locations per GNSS Arrow 100 Receiver, EOS& ArcGIS software Abandoned Well:35.754314,-81.262692 Pit 1:35.754204,-81.262667 Pit 2:35.754061,-81.262599 Pit 3:35.753996,-81.262164 2 Pit 4: 35.753976,-81.262195 Pit 5:35.753975,-81.262753 Pit 6:35.753800,-81.262468 Pit 7:35.753761,-81.262734 Pit 8: 35.754103,-81.262846 Pit 9: 35.754264,-81.262858 Pit 10: 35.754428,-81.262933 Pit 11: 35.754593,-81.262928 Pit 12: 35.754638,-81.262752 Pit 13:35.754720,-81.262522 Pit 14:35.754727,-81.262299 Pit 15:35.754597,-81.262476 Pit 16:35.754518,-81.262619 Pit 17:35.754391,-81.262683 Other site-specific requirements and notes: 1. No cut or fill can encroach on the drainfield areas, initial or repair. 2. No structures, roads, driveways or parking areas can be placed in initial or repair areas. 3. Heavy machinery over the drainfield area must be avoided after installation. 4. The owner must ensure that the field is installed as described above; will be maintained to reduce erosion, shed water, retain a vegetative cover and not be disturbed. 5. Earthwise Designs makes no guarantees regarding installation, maintenance and operations. Thank you and please contact me for further information, if needed. Caroline J. Edwards NC Licensed Soil Scientist #1220 `<�stoE 01eoe44;P SC Professional Soil Classifier #117 o�`,.p sr NC Land Application ofBio-Solids #10006173 oq ' r • Attachments: '44 zzo Three Soils sheets (1^nvormµ Map of Available Drain Field Area&Pit Locations EARTHWISE DESIGNS 991 Duncan Rd Rutherfordton, NC 28139 Ciedwards234@gmail.com 828)289-0122 cell 1`s Al�� t / 4( r: No .4a 4n V . z C� <4 as s a _ - - . 1 n } _ G7 sp C � - ;I a� 4 614 aigli •Z N \--) 1 ..3t,gPet /fillt ,IZ,' t 1 :1.441 r4 67 N t1 �'� -o 1, ! k4 . L '' r'• In ,d '"' 1`, 1 -) >, r b N rl ti cti t` H t, N N 1 1\ HN 4.w 4 g c c _ . . . _ p ` yj d g c -- . . kg z. ti Lot H tiC ` h� 1 Z y . . 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',',) \"§.P.,. 1, ttut.,1k,„1/4%,,,z,„ 3 ,. pli . N y Y 3 , tT Y a V V V V .!\ \, '� 1 • ; V V t-iJ U v V LJj h Li 4,ti Vr�` �1' a�g 4 II Y k w /-1'NI;4 P-I,14 0,b-t 0 CI t-1 t%1 vr.i. I w Igyp', .off p �1p� On�orAON4ZI!P o. `' 3 n l ` 4. 11 •-15r.4.WA ga"; 2"' d • a l i §mdialluiti4 - r >:31 31 M x co r `i g i $i t y �i, „ • Fiji gra m q� J , . a �� � � s 1 _. 10_4,, .318g>_2 . . i f `. `' b Eham^ €..M ti — 11)11101JirliS N ° 1144 I 4 -- V -r'i • 14 e i tiVi ,u h V V iiigq10 - ‘.. "1 4 3 b ' 8 I i ; x >- '7 i ca cy-, ts L ' 1 "Orli G f1 Eld ,-1 .-1 ,. tl< s u g o , f,. srarF4ti,.,� ROY COOPER • Governor 02� ' `-, NC DEPARTMENT OF KODY H. KINSLEY• Secretary f I . HEALTH AND MARK BENTON• Deputy Secretary for Health \"`� : HUMAN SERVICES SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health March 8, 2023 Ms. Megen McBride Catawba County Health Department 25 Government Dr Newton, NC 28658 Subject: Approval of St Stephens EMS Base Wastewater System Plans and Specifications 4447 Section House Rd, Hickory, Catawba County, NC Project Number 2022-31 Dear Ms. McBride: We have reviewed revised plans and specifications for the wastewater system proposed to serve the St Stephens EMS Base, 4447 Section House Rd, Hickory, Catawba County, received from Miles Wright, PE, Wright&Associates. The approved plans and specifications are for the following facilities and system components: Facilities: EMS Base with a total of 18 employees(six employees per eight hour shift,three shifts per day) and a floor drain in the garage bay System: Garage bay system—OS-100 oil/water separator from Striem; 1-1,000 gallon septic tank; and one gravel dispersal field (335 linear feet total in one field) Base system—1-1,000 gallon septic tank; and one dispersal field (402 linear feet in one field) Design Flow: Garage bay system—300 gallons/day; Base system—450 gallons/day Drainfield Loading Rate: 0.30 gpd/sq ft Treatment Standard: Septic tank effluent System classification: V, requiring twice a year ORC inspections with annual inspection reports submitted to the local health department and at least yearly inspection by your department 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 St Stephens EMS Base March 8, 2023 A certified subsurface operator shall be contracted to operate the system. The operation permit must include, as conditions, the O&M procedures attached to the approved specifications. It shall also include the necessary information regarding the proposed management entity and certified operator as well as any additional concerns deemed appropriate by the health department for the O&M of this system. The installation must be approved by the health department and engineer prior to the issuance of an operation permit. Please contact us if you have any questions pertaining to this letter or if we may be of further assistance with this project. I can be contacted at 919-707-5878,919-218-2580, or trish.angoli@dhhs.nc.gov. Sincerely, 1 Tricia ngo 1, PE On-Site Wastewater Engineering Enclosures cc: Miles Wright, PE, Wright&Associates 2 • St. Stephens EMS Base Septic System Design Criteria Catawba County 2/2/2023 Flow Calculation EMS Base with On Site Staff 25 Gallons/Employee/Shift 15A NCAC 02T.0114 WASTEWATER DESIGN FLOW RATES 1 Staff per Shift 6 of Shifts 3 Total Flow= 450 gpd Flow = 450.00 gpd LIAR = 0.3 gpd/sf Area of trench = 1500 sf Length of line = 500 ft 25%Reduction = 375 LF No of fields = 1 Lineal ft per field = 375 No.of lines = 5 lineal ft per line = 75 Use = 80 Septic Tank Sizing Volume = V=2Q Q = 450.00 gallons per day Volume = 900.00 gallon Use i i 1000igalion Septic tank shall bear the NCDEQ approval stamp Approved By ON-SITE WASTEWATER Departmnt of Health & Human Services File No: Date: / • St. Stephens EMS Base Floor Drain System Design Criteria Catawba County 2/27/2023 Flow Calculation Bay Washdown 300 GPD 15A NCAC 02T.0114 WASTEWATER DESIGN FLOW RATES Total Flow= 300 gpd Flow = 300.00 gpd LTAR = 0.3 gpd/sf Area of trench = 1000 sf Length of line = 333 ft No of fields = 1 Lineal ft per field = 333 No.of lines = 4 lineal ft per line = 83 Use = 85 Septic Tank Sizing Volume = V=20 Q = 300.00 gallons per day Volume = 600.00 gallon Use I I t000lggallon Septic tank shall bear the NCDEQ approval stamp WRIGHT ASSOCIATES 209 1"Ave. South • Conover, NC 28613 • (828) 465-2205 February 1, 2023 Trish Angoli NCDEQ 5605 Six Forks Road Raleigh, NC 27699 Re:St.Stephens EMS Base Please see responses to comments below: General Comments: 1) I have added the proposed contours on the Utility/Septic Plan Sheet C6. Oil/Water Separation System: 1) The oil/water separator is typically part of the plumbing contractor's installation and that is the reason it was shown on the plumbing engineers drawings.We have removed from the plumbing engineers drawings and have added it to the septic plans and added it to the septic installers scope of work. 2) I have removed the Zoeller Prepackaged pump station and have replaced with a 1,000 gallon pump tank. 3) We are specifying the Dellinger Precast 1,000 Gallon Pump Tank;Dellinger PT-2049-1000. 4) See attached calculations for the pump. 5) See attached cut sheet for the pump. 6) See attached cut sheer for the pump control panel. 7) The pump tank can be tested with either an hydrostatic test or vacuum tested. If the installer chooses the hydrostatic test,then the tank will be filled with water to 2"above the tank-riser seam,water level will be measured,will wait for 24 hours and then checked to see water level.If any leakage is observed,then repairs can be attempted to the tank to seal any seams,then retested. If the tank is still leaking,then the tank will need to be replaced. If the pump tank is vacuum tested,then all penetrations will be sealed,a vacuum of 4 inches of mercury is introduced to the tank and must be held for 5 minutes.The allowable pressure drop is Y2"of mercury.If the pressure drops it must be brought back up to 4 inches and held for 5 minutes. If the pressure drops, then repairs can be made and the tank retested. If the tank does not hold pressure then the tank will need to be replaced. The forcemain will be tested by pressure testing the line.The line will be pumped to 200 psi and must be held for 2 hours. If leakage is detected,then repairs can be made and then the line shall be retested. 8) See attached information from the manufacturer for the Striem OS-100 separator. 9) The system is a gravel trench system.See attached revised calculations. 10) The drainfield is calculated for a foot per foot installation. CIVIL ENGINEERS & SURVEYORS • Base System: 1) See attached revised calculations based upon 25 GPD in lieu of the 50 GPD. 2) With the reduction of flow,we have deleted the pump system and the fields will be fed by gravity. If you have any questions or need any additional information, please let me know. Thank you, 7,74 4yvd, Miles A. Wright, PE St. Stephens EMS Base Trench Drain Fields Design Criteria Catawba County 11/21/2022 Flows: Waste Generator Units Quantity Unit Flow Total Flow Sub-totals Sunday Washdown GPM 300 1 300 0 0 0 0 0 0 300 Monday 0 0 0 0 0 0 0 0 0 0 Tuesday 0 0 0 0 0 0 0 0 0 0 Wednesday Washdown GPM 300 1 300 0 0 0 0 0 0 300 Thursday 0 0 0 0 0 0 0 0 0 0 Friday 0 0 0 0 0 0 0 0 0 0 Saturday 0 0 0 0 0 0 0 0 0 0 Weekly Total 600 600 Equalization,trench length and dosing: Equalization cycle = 7 days Equalized Flow = 85.71 gpd LIAR = 0.3 gpd/sf Area of trench = 286 sf Length of line 100 ft Total Dose volume = 6 CF (70% of 4" line volume) 46 gallons No of fields 1 Lineal ft per field 100 No. of lines 2 lineal ft per line 50 Use lineal feet per line 50 dose per field \\\\ ,�1AP..0'//,/ ",. :.1.-- c''• cc A.+<.1\ , '.",,,;(,,,::6,* ,,, <'6, l^,. jai \\ f/i/ItIlllk\\\\ ti Z� Water balance: Day In Out each day Cumulative Saturday 0 0 0 0 Sunday 300 300 0 0 Monday 0 0 0 0 Tuesday 0 0 0 0 Wednesday 300 300 0 0 Thursday 0 0 0 0 Friday 0 0 0 0 Totals 600 600 Pump tank Sizing Min pump submergence 12 in tank volume per inch 8 gallons per inch Volume for pump submergence 93.96 gallons Dose volume 100 gallons Equalization volume 100 gallons Emergency storage volume 85.71 gallons Total Minimum volume 380 gallons Use 1000 gallons Dosing criteria: Dosing volume 100 gallons Dose interval 1 times per day hours in cycle 8 hours Dose volume per interval 100 gallons Dose rate 50 gallons per minute Dose time per interval 2 minutes minutes pump on per cycle 2 minutes Hours off per cycle 7.97 hours �\\111111/1/// .��'Q-.`N• •••gRo,'', X: S 4 2 }`,0 _ 13 Z.o3' a` / QI A c z u a °' a v a I-In m ,, Q on 3 m C y° 7w v a mQ �/ so • o c a, - ► C ' _o .-.- .-. ..c -16 .2., i 1 . C o a i i a E E E O A IfI ▪ c o O a ,o s v LE V) co a E p „, c E Y�+ ♦�� Y v °' �, E c yI 4, c E' o N O I O a _ v � a o o c C CO ^ 0 .CU N m a 0 _ O waK 0 it c E _a c, c E m w l7 Q p r E A E 2 E 0 vv.o w t E ¢ -- a O u, a o� s o aN T N O '' = Q -c 0 .— O E a a G p y C O O O. N a C N L a, 0_ a, C d C h p 3 E �.+ coA N C E y O, C O p d C _ a] a, a a, 3 = d = 3 a y ' (0 H a) = w' --� O a ,. _ m y c m C v, 3 O d L o 3 — co c+ " * g„` �%'..�,3v o v, C' .C.. C o GEi W C O C a O rp } v c '3 O c c 3 - a' " a, G 3 —y c cLt- c v rn , F- 0CP E v E 2 a`, `o C E o W ce °' y, E °i a, o .... A c d LL Q W 1 3 ! — v o '° _ v 3 a Z —1c ry 1 H W aEi a Ill 'E 0_ W a 3 _ -- CJ1 ' 0 ,,,' ss % 0 if, .g -8 = o V. \-. _....._ -.1 ° 0 U 0 U 2 w I— I— to to U O In Y 2 CC N 0 d ti 0 Q H c O O0 O Q f U O W ati w D I n- o 11 2 0cwn 0 w 4 V J O w_ > O O N a o wC.... C O to to LA U N N tV M a- CP. N o r a v r c E c o 11 c • io ll E v o 0, 5 3 .q = A $o ,v _ 0 ' O III •`c m e • IH cw E(11 flu o - y iji m v yo o Li U Lit R CIS 11-1 i Hi U `N Y ` ry Y = r q 3 a.a s o Y c v a CD a▪ c c a, c 3 m o c o N `' o- a• ci E y v o ; a o c w a' • ELF'_ill Npiii C.I w• 0 an - CU'3N rcL1aL • Q c o 3 Z Of m o a •p a o U' to ; .� A s g c ',_ '0 y $ W a E c — c- a Z E co.o N '� 3 Z ¢ °.', C4 i .- v S 'o c c CQ Y n o w 0 a, _-- c 8 — r E Y Y O E y o m c f 7 N i V-.M K O ° a m O o Q H vi w w `� v o -. a a O C c m .c o a. c > Y 0 0V d as, y L N L Cs, Y▪ Q.' Ot O N UJ E O ® • ] -0a Q m S o 8 F I o t co c tieD it; IC « a H ao t — E 'c IY v a IL a• C4 u N o ul ° fo a v' — Z . HV- Z c n c G W 0 r d «� c Lc' o "c c c Q . o m o N . Q 0 Z0p ' , d -o ZoC - LL ° Li' u' c a o11. oZ� � o �� g Q0 o w � � c0 y ~ � N a, ,- C J r a w = E 3 E Uf as y o a, 3 • c a, a J C 0 d �_,.. • a w BELOW GRADE INSTALLATION INSTRUCTIONS EXCAVATION MINI , 410 Surrounding soil must be undisturbed soil or well Ill`: '': -`]:_]:I_iii compactedengineering fB. R- :-: ABOVE GRADE INSTALLATION INSTRUCTIONS i Tit p:;:gs: - _ . 4 •Width and length of excavation shall be minimum IIII I - li� - 12'greaterthan the tank on all sides. II II I' I UNIT INSTALLATION N. I+ n • Depth ofeuavamnshal bee'deeper than tank bottom. Ii=pEEi='-E.EP�IE_E2E::�I= (ij: Connell waste piping to unit. flititillini 11 : I _ II: I�I �1�1 • Andtor kit is recommended for installations in N= iI�i :::'jai-i r 0 Fill OS•100 with water to outlet Invert. , ■ • high water table unditons to prevent float out. u III 11IIIM I I•,Xcil`w)a.r.r \UNTIL■III 111 1 n Ensure cover is properly Installed. lIN To be determined by specifying engineer.If necessary, "•^° II : -I I order optional'High Water Anchor Kit IHDK-2)'. �11- " ti 11 11::1111 See detail below EXCAVATION AHO Bocrsei LDETAIL \,__ ........................... _..,.........__..........,.......__.._...........�.......... .......__........_... (ewRRgROREXTtai .... ............ ..._.�...-..,...,..._....... .............. '.....�__..,,,.... .__..._., ..... __.._ r ABOVE&BELOW GRADE INSTALLATION INSTRUCTIONS ANCHOR KIT INSTALLATION STEPS I • Slide'Anchor Strap'over tie down point on end wall I FLOW PLATE 'h0 and bolt together using provided hardware. _ I'It Flow plate is calibrated to rated GPM at 13 h water column. �1` • Bolt'Anchor Strap'to'Anchor Plate'using ,`1i.I■I� i When separator is installed in a low lbw or reduced head provided hardware. ,Y, �il ' preosurcapplioaon,do notinsWlthe lnduded flow pate • Cut excess stainless steel andhorstrapwith 4'grinder I 1I When separator is installed in a high flow or increased head it with a metal cutoff wheel. I�+I��11I/ pressure application,msup the included flow plate. III' 0 Hold down force achieved by backlit!weight acting ""°'q" I\ on Anchor Plate. e*.•.r.rm•.., .._._..__... __ _,....,,, • Anchor Plate may be bolted to concrete slab,if HIGH WATER ANCHOR KIT INETALLANON DETAIL(HEW GI required,by using holes provided in Anchor Plate. ............. _�.._._..._ ....-. ........._. _me.,.,,,w.,w can"dr,•o,•a• . —.... enenernin Seim an�.na.•en UNIT INSTALLATION as.w+ ..,w Immilmic... ......,—• '— 1 T6 , Lower and center the unit into the excavated hole.Do not use chains or xcesswa to move the unit. niin° ■ [ 41 The water table must not exceed the link height prior to the addition of nsers. .1/°ZI.I 111IS I non [ rJ Ensure the unit cover is level with finished grade. ,J`I�II'„I�I`�I /a% d.a"«, ! 5 Fill OS-100 with water before backfilli ng to stabilitze the unit and prevent float out during backbiting. I OI *111iul l\in'iiiil w•uri.e"in 1 BACKFIWNG&FINISHED CONCRETE SW r i0a Y'"'""" • Preparation of sub grade per geotech recommendations. - •T'r • - • - Stabilize and compact sub grade to95%proctor. ' ' - ,`,�: • • "'0" • Before badd116ng and pouring ofslab,secure coven and ours p(used)to the unit - -- \` • * Place 6'aggregate base under slab.Aggregate should be 314'size rock,or sand,with no fines. ea'"'"'^ l Bad d lE using crushed aggregate matenal approximately 3f4'size rock,or sand,with no fines. r: \ {� thickness of concrete slab around the covers to be 8'for traffic loading.Thickness of concrete L.I ,, f/ _ slab around the covers to be 4'for pedestrian or green space areas. • Concrete slab cannot Interfere with the tank body below the risers. II T op vow almuin.-•Ire • Concrete to be 28 day compressive strength to 4000 Kind 6 t 1%air entrainment re ,-.R•b•r F„. 40 N0.4 rebel 1112'1 grade 60 steel per ASTM A615:connected with tie wire. i-. 1 • Reber to be 2 112'from edge of concrete. I'H "r top Reber spadng 12'gnd.4'spadng around xcess openings. CONCRETE SLAB DETAL FOR TRAFFIC LOADING 1. _ - .----- ___.. -.... _ .. TELEGLIDE RISER I INSTALLATION INSTRUCTIONS CORRUGATED PIPE RISER KIT(CPRKI AVAILABLE AS ALTERNATE RISER SOLUTION.SEE CPRK INSTALLATION INSTRUCTIONS FOR MORE DETAILS. . •Hao.OL100rdrrhe/Htsme[I'ans line up with Amite piping. •laosvn upper dampwithnio erhw bit , •InsMtom adapters into the equednersunll thry sop I A.. •Dninnall[pe,adapters and men Yl •� e%NMermmerser height needed, tasdudedt+drtn6L •Tighten upper damp to Leep risers from shifting Raters •Earend mart made instep 3around to sinumhrmce of •soled terequlied den Iron the Nlamnl DNe,ash than shows •A no Namara needed,aartroveradapm are installedlrom Ann to long the sine payday for Nth ank ewnwq MO as needed. •il using.'standard cover adapter,(Pasuu the riser •Cut along line with jigsaw,circular awn or reciprocating saw. •Ensure 7-lit'moire um engagement is Might needed,II+525'dawn the sidewalIol the FISH,. •Makea mark around theowumkrene of the ew)'Iron** Ae.dard cove.'Adamer maintained, •II ring a Over adage nrti 5iob SWF.,measure the NI. for end of rime. raw WWII esaa Hrnholyd Nr •Inersereneededmmovem.ershommer heghl needed,X+7.75'down the sidewallol the darts •If no Ms weremeded,mate the man 3'MAIM bedmnd COON adapreardrner adapters from the unit. •Man the lWammh china nrwhrryducledetRNA) the bosom riser 11=11 o-s- here •Cameadap.nay reed to be Austad outward for some IL 14 SA]•111 dmmsnn neon.if man n at the end of risor.no 11=1i=1 is.Je. RAO) mmng,n requited. II=11= I_I=11=11 I Ir••r saa171 W. 11=11=a1� •r sr saaamuwtn a.alr 11=11=1I sa-.lr Wane h- r Offal i rrer sn•otuwm "" :.,rr:,,".,. ■I 11=11= I tie••,Adopter sLa ace•, 11=II=11c 11-.II-h a der er 11=11=11-r 7tm.n lr WW1 11=.II=11=. #4-1111=11=11=11=11# 7nrr.lar Neill -e•.,yn s 11-JI=11=11=11-11-11 wIn•egaa• moot .T" L.,n A can { tl IG••ss N' SeH11LlWO) '""" Ssrr'•u,rn' Wa171 Cover I Res« ,'—era Gres Li evll]'•tl11Y seratr}Wa1N w•ilw Neur Opp.Yang —Sam.. •cape deans)riser endow adapter hdenNb •instaenaers and roves adapters Note fip •Tighten PI damps to 140s.of torque. E •eiob611e M.Mgwmndtiomdurgeairrrlpnewrdep •IeoeHe lint riser inm the tank rh<t until the mark made in RN 4 k MINN lam the marked Pier,maang up •Rorud l toms an cweradapen here IF.mmpated Nara tso.i morn lot erto ladrunmen is iMmawdrlran el doe ned kel.th's willeo*ae tars rolirim•d grade. •II olMemver tern red to be Aush with •As lung as the minimum engagement&2.1'2'ors Norbaie op pas you ri rag adapt required made the hnu•had mod*mamma ln pep 1. •Upper damps may need to be'mood or lnshed Row,it must be dam alter all damps ere mamYmed,tMadaa rd reHs mar,be adlvpedhYH wowed soad m assembly tightened A65'bh rs IN ma:.um marry times as necessary ate, I�=11= '1 II II II. I=1 Y. 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U — A A A J A 'J to m o oEw L_ 8yE- ova a ocH oa) to o C m`-m.. o C �r � ._�' U O y m.- L m N O ; rS(0=S L O.0 m N 10 m v , to t0 = a'� , � , + i + � F W a)rnE > ILNa=aco QUO OL 7NCI- 05 7E ° O &x '� 7CO- 2 a 2 N N U d 'z Q C =a)7l0 C a�a) aa) off.. 2 - O Lm cc 0) Q� $� JCL'- O - - - avUU O) NN VNVN u_ O . t 05376 f6•O O;N yUy C 7" QV. 7 _ >'k Op-to 77 N C 2 V w' (O = i N (n .O a' zY t1 d x 0.3 X L t0 c0.`-' 7•C>a tT a° 0 OS C•E O c 0 U 7 a E j O y Z ' , Q N M tD Y , to O N N N N N t'') `§ mmcto.o)W coc� oomcc0 c - ao-� Edoo-$cEUO." c- - - O - d - NUtnNOtn00- (0 -I (0 (0OCco U v� ci-)D rntnDma0,�ZW.. u_ a) > > a) o=«. > at._='x R a) 9x�ma) p V toto0 UUU2 N o o N � yN � tn I- a. 0 t o")a y .c o o a c o r to = L y co c a) af0) a U e-NC77t0 CO Z �N(7 st tO CO• t` F= Or7•'O O tn.0 0 N.O N E H E. tom O ❑❑❑❑❑❑❑❑❑ • ��❑❑❑❑❑ a Megen McBride From: Angoli, Trish <trish.angoli@dhhs.nc.gov> Sent: Wednesday, March 8, 2023 4:09 PM To: Miles Wright; Megen McBride Cc: Stan Winstead;John Cameron Subject: RE: [External] RE: St Stephens EMS Base film k s �il��; I r- s.f;, c_ Ito 1 ?1 3 iD a!, r test y i'�8)lir)'[fah �7�'FAIR a+! �. t 1 i[ n Z[ o� & Q I�ucla,JI'.L'.0 I.t,' U a l; (;)a iU>����'.�_X:f' ''�"%:SY' r�i;Ad qatil L'U' t +,'6 i Miles, All my questions have been addressed. I need at least two copies of the plans, one for me and for the LHD that I can stamp approved. If you want one copy for you stamped approved, please send me three copies. If you have sent me one copy of the most recent set,than I just need one more at a minimum. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Mobile: 919-218-2580 Fax: 919-845-3972 trish.angoli(a�dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 NCDHHS provides essential services to improve the health, safety and well-being of all North Carolinians. Learn more about NCDHHS initiatives and priorities. Twitter I Facebook j Instagram I YouTube I Linkedln From: Miles Wright<miles@wrightandassociates.us> Sent: Monday, February 27, 2023 11:38 AM To:Angoli,Trish<trish.angoli@dhhs.nc.gov>; Megen McBride<MMcBride@CatawbaCountyNC.gov> Cc:Stan Winstead <winarch@bellsouth.net>;John Cameron<JCameron@CatawbaCountyNC.gov> Subject: RE: [External] RE: St Stephens EMS Base CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. 1 Trish, disregard the plans sent in last e-mail. They were previous plans before I revised this morning. Use the attached. Thanks Miles A. Wright, PE, PLS Phone: (828) 465-2205 Cell: (828) 850-2160 209 1st Ave South Conover, NC 28613 Mt HPATMC IVRIGHT ' ''' From: Miles Wright Sent: Monday, February 27, 2023 11:29 AM To: 'Angoli,Trish' <trish.angoli@dhhs.nc.gov>; Megen McBride<MMcBride@CatawbaCountvNC.gov> Cc:Stan Winstead <winarch@bellsouth.net>;John Cameron <JCameron@CatawbaCountvNC.gov> Subject: RE: [External] RE: St Stephens EMS Base Trish,See attached. As discussed, since we have room below the domestic septic field,we have eliminated the pump system for the Floor Drain Field And will gravity flow the system below the domestic field. The area for the Floor Drain system was included in the soils report from Carolina Edwards and are suitable for septic system (See attached report). See attached calculations for the reduced flow for the domestic fields. See attached calculations for the trench drain field. Since we are not pumping the trench drain field any longer, we do not have a way to control the Flows to the field so we had to increase field length to accommodate 300 GPD on the days that the wash downs occur. For the Oil/Water Separator, the liquid capacity of the separator is 250 gallons, which is how much liquid the tank will actually hold. But the separator is designed For 100 GPM, so they system will work as designed up to 100 GPM. With the washdowns of the bay,we will be in the neighborhood of 10 GPM (330 Gallons/30 min Washdown period) which is well below the capacity of the specified separator. Let me know if you need anything else. Thanks Miles A. Wright, PE, PLS Phone: (828) 465-2205 Cell: (828) 850-2160 2 209 1st Ave South Conover, NC 28613 ELEERATI\C WRIGHT �S ASSOCIArIS ti_ zm t.avzote From:Angoli,Trish<trish.angoli@dhhs.nc.gov> Sent:Thursday, February 23, 2023 9:40 AM To: Miles Wright<miles@wrightandassociates.us>; Megen McBride<MMcBride@CatawbaCountyNC.gov> Cc:Stan Winstead <winarch@bellsouth.net>;John Cameron <JCameron@CatawbaCountyNC.gov> Subject: RE: [External] RE: St Stephens EMS Base Miles, I am fine with that. I would just have Megen confirm also that there is nothing with the soils or site in that area that is problematic. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Mobile: 919-218-2580 Fax: 919-845-3972 trish.angoli(a,dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 NCDHHS provides essential services to improve the health, safety and well-being of all North Carolinians. Learn more about NCDHHS initiatives and priorities. Twitter I Facebook I Instaciram I YouTube I Linkedln From: Miles Wright<miles@wrightandassociates.us> Sent:Thursday, February 23, 2023 9:28 AM To:Angoli,Trish<trish.angoli@dhhs.nc.gov>; Megen McBride<MMcBride@CatawbaCountvNC.gov> Cc: Stan Winstead <winarch@bellsouth.net>;John Cameron <JCameron@CatawbaCountyNC.gov> Subject: [External] RE: St Stephens EMS Base CAUTION: External email. Do not click links or open attachments unless you verify.Send all suspicious email as an attachment to Report Spam. Trish, Megan, 3 Trish, Left a message yesterday as well, since we have reduced the size of the domestic septic field, we will have enough room to Install the Floor Drain field adjacent to the domestic field and we will be able to gravity flow to that system. Before I revise Again I just wanted to make sure that is okay with you two. (See attached). Thanks Miles A. Wright, PE, PLS Phone: (828) 465-2205 Cell: (828) 850-2160 209 1st Ave South Conover, NC 28613 CCLEEEATI..0 WRIGHT �® ASSOCIATES Ixaunuc e e.vmac cs+ci•zrx Inv-zoln From:Angoli,Trish <trish.angoli@dhhs.nc.gov> Sent: Wednesday, February 22, 2023 10:21 AM To: Megen McBride <MMcBride@CatawbaCountvNC.gov>; Miles Wright<miles@wrightandassociates.us> Subject: RE:St Stephens EMS Base I apologize. I meant to include this in the email below. I did not receive a copy of the revised calculations with the new design flow for the employees. If you could please send that also,that would be great. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Mobile: 919-218-2580 Fax: 919-845-3972 trish.angoli(c�dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 NCDHHS provides essential services to improve the health, safety and well-being of all North Carolinians. Learn more about NCDHHS initiatives and priorities. Twitter I Facebook I Instagram I YouTube I Linkedln 4 From:Angoli,Trish <trish.angoli@dhhs.nc.gov> Sent: Wednesday, February 22, 2023 9:34 AM To: Megen McBride <MMcBride@CatawbaCountyNC.gov>; miles@wrightandassociates.us Subject:St Stephens EMS Base Megen and Miles, I have reviewed the revised plans and have the following comments: 1. For the pump and pressure manifold,the pump's design point is 50 gpm at 32 ft TDH. The pressure manifold shows% inch taps, but does not specify if they are Sch 40 or Sch 80 taps. Please specify the tap size. For 3/inch Sch 40 taps, the flow rate at 2 feet of head would be 12.5 gpm/tap, so a total flow of 25 gpm. The pump flow rate is significantly greater than that, so it could create issues if we try to throttle the pump down for just 2 feet of pressure head at the manifold. I am not certain what the pressure head using the 3 inch Sch 40 taps at 50 gpm would be. 2. The pressure manifold detail shows 1% inch supply line, but the plans on page C6 show a 2 inch supply line. Please specify which is correct. 3. Please show the control panel meets the requirements of Rule .1952(c)(6). 4. If the flow to the oil/water separator is 300 gallons and the liquid capacity of the oil/water separator is 250 gallons, will there be sufficient retention in the oil/water separator for the removal of the oil? And there very well could be. I was just not able to find any information on sizing or minimum retention time needed. Please let me know if you have any questions. Thanks Trish Patricia M. Angoli, PE Environmental Engineer Division of Public Health, On-Site Water Protection Branch NC Department of Health and Human Services Office: 919-707-5878 Mobile: 919-218-2580 Fax: 919-845-3972 trish.angoli(a�dhhs.nc.gov 5605 Six Forks Rd 1642 Mail Service Center Raleigh, NC 27699-1642 NCDHHS provides essential services to improve the health, safety and well-being of all North Carolinians. Learn more about NCDHHS initiatives and priorities. Twitter Facebook I Instagram I YouTube I Linkedln Email correspondence to and from this address is subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized State official.Unauthorized disclosure of juvenile,health,legally privileged,or otherwise confidential information,including confidential information relating to an ongoing State procurement effort,is prohibited by law. If you have received this email in error,please notify the sender immediately and delete all records of this email. 5