HomeMy WebLinkAboutIMPV-04-2023-193018.TIF ,F . CATAWBA COUNTY Case# IMPV 04-2023 193018
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Public Health Department Subdivision
• Environmental Health Division PM 372312876069
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 1,2,4
Site Address: 4447 SECTION HOUSE RD, HICKORY NC 28601
Name on Permit: CATAWBA COUNTY •
Property Size: Acres 2.09
Directions: Corner of Section House Rd and Hunters Chase Dr
Improvement Permit
AN AUTHORIZATION TO CONSTRUCT MUST BE ISSUED PRIOR TO BUILDING PERMITS
THIS PERMIT IS NOT FOR SEPTIC INSTALLATION
Permit Category: New Septic Wastewater Flow 300 d
9•p•
Type of Facility: Business-EMS base-system for garage bays; IPWW wastewater
Basement? No Basement Plumbing? Bedrooms:
Water Supply: Public Water Maximum Occupants:
INITIAL SYSTEM SPECIFICATIONS
Proposed Wastewater System: CONVENTIONAL
System Classification: V - IPWW Oil/Water Separator
Operator Required
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: CONVENTIONAL
System Classification: V -IPWW Oil/Water Separator
Pump Required ***** Operator Required
Permit Conditions: Septic system for garage bays.Will be washing ambulances into floor drains. Floor drains
only are connected to this system.
Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper
drainage away from the septic system, including the direction of gutter flows or foundation drains,is not approved,and may result in failure to
approve the initial system installation,or the suspension/revocation of existing permits.
The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant
/property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Improvement Permit
is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Improvement Permit is not
affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina'Laws and
Rules for Sewage Treatment and Disposal Systems' (15A NCAC 18A.1900). Neither Catawba County nor the Environmental Health
Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time.
Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit
modification.Please notify Environmental Health of this change prior to system installation.
KPr \--4:-)(171f1(
04/04/2023
Authorized State Agent Permit Issuance Date
4/4/2028
Permit Expiration Date
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpermit 04/04/2023 15:27
,- ;tS ATEq, ,,•vo, ROY COOPER• Governor
: ,n„' 40 .;...S' NC DEPARTMENT OF KODY H. KINSLEY• Secretary
1 ill a` i HEALTH AND"�� � HUMAN SERVICES MARK BENTON • Deputy Secretary for Health
f j��,z• 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,
Tricia ngo i, PE
On-Site Wastewater Engineering
Enclosures
cc: Miles Wright, PE, Wright&Associates
2
Earth wise Designs
')-�` Soils& Land Evaluation 11/14/2022
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 I5A 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 IIIg. 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& AreGIS 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
•
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
s
NC Licensed Soil Scientist#1220 0`o` �°� ,sort Ea le.
SC Professional Soil Classifier #117
NC Land Application of Bio-Solids #10006173 C` t! .
Attachments: 220ctsce
Three Soils sheets cl`rvoata+
Map of Available Drain Field Area&Pit Locations
EAR fHWISE DESIGNS 991 Duncan Rd Rutherfordton, NC 28139 Cledwards234 a(�gmail.com 828)289-0122 cell
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