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r`� CATAWBA COUNTY Case# AUTH-10-2023-206123
,`�'4 �'� Public Health Department Subdivision CRESCENT LAND AND TIMBI
R.{ . �s Environmental Health Division PIN# 460603411994
�\/� PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 197
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Site Address: 7396 BLACKWELDER RD,DENVER NC 28037
Name on Permit TOM BRANT
Property aka: Acres 0.78
Directions: Slanting Bridge Rd to independence,then blackwelder. Park in driveway on left side of the home facing the
lake.
Owner/Authorized Representative Acknowledgement of Permit Receipt
ytb I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of
the property described above.
Xtb As the property owner or authorized representative,I have received the above referenced
permit(s)as requested in the application for service EHPR-08-2023-45241,by the following method(s):
Received in Person
Facsimile Transmittal(Return form with signature required)
Electronic Image Transmittal/E-mail (Return receipt required)
Ktb As the property owner or authorized representative I have reviewed and understand the specific conditions
of the permit issued, and further understand that all applicable regulatory requirements specified under the
North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900),
and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and
the construction of the wastewater system and/or water supply well permitted.
Permit Issue Date: 10/06/2023
Owner/Authorized Representative Signature
—( Date 10/23/23
Documentation of Permit(s)Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by
(name of person sending permit)
Signature
94/
v Date/Time 1 Dj1 b j l3
Method: Fax i Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We wantt tto hear from yoAPlease ttake a few momentts tto complette our custtomer service survey aft
http://www.surveymonkey.com/s/EHCusttomerService
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�Ae CATAWBA COUNTY Case# At P I l I-10-2023-206123
ti .i. ,y Public Health Department Subdivision CRESCENT LAND AND TIMBE
dNot ;"I Environmental Health Division PIN# 460603411994
PO Box 3R9,25 Government Drive,Newton,NC 2R658 LOT# 197
su
Site Address: 7396 BLACKWELDER RD, DENVER NC 28037
Name on Permit: TOM BRANT
Property Size: Acres 0.78
Directions: Slanting Bridge Rd to independence, then blackwelder. Park in driveway on left side of the home facing the
lake.
Authorization to Construct Permit
Permit Category: Repairs Wastewater Flow: 480 g,p,d.
Type of Facility: Primary Residence-
Basement? Yes Basement Plumbing? Yes Bedrooms: 4
Water Supply: Private Well Maximum Occupants: 8
Soil LTAR: .4 g_p.d.Ift2
WASTEWATER SYSTEM REQUIREMENTS
Proposed Wastewater System: 50%REDUCTION HORIZONTAL
System Classification: IIIE-PPBPS GRAVITY DOSED SYSTEM
Septic Tank: Existing Tank 1,000 gal
Pump Tank _gal Grease Trap_gal
Dosing Volume gal Pump Specs: GPM @ TDH
Pressure Head ft Draw Down in
Drainfield: Total Area: 600 sq ft Total Trench Length: 200 ft
Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 58 in
Minimum Soil Cover: 44 in Minimum Trench Separation: 6 ft on center
Number of Drain Lines: 4 Trench Width: 2 ft
Distribution: Serial
Pre Treatment: NONE
Additional Specifications:
*Keep all parts of septic system repair drain field minimum: 50'from lake 760 contour, 100'from any individual
well, 10'from property lines, 15'from power line on right hand side of lot facing from road, 10'from any retaining
wall.
*Lines to be installed on contour and have been shot in by EHS on 10/6/2023.
-Orange-existing 50'trench
-Blue-40'9 panels
-Pink-60' 14 panels
-White-60' 14 panels
-Green-40'9 panels
*Install horizontal blocks in 2 foot wide trenches at a minimum of 6 foot on center.
*Install air vents at both ends of each line as proposed by T&J panel, see pages 17-18 of the manufactures
design manual.
*Install a bull-run diversion valve prior to the existing distribution box so that the existing bed and trench can be
utilized in the future. Valve shall feed the new system first. Trenches shall be feed with drop boxes for serial
distribution due to limited space on lot.
*Call EHS minimum lweek prior to installation for a preconstruction conference at 828-244-0943.
10/18/2023 09:20
*
OSI,b.,
CATAWBA COUNTY Case I AUTH-10-2023-206123
Public Health Department Subdivision CRESCENT LAND AND TIMBI
Environmental Health Division PIN# 460603411994
PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 197
Site Address: 7396 BLACKWELDER RD, DENVER NC 28037
Name on Permit: TOM BRANT
Property Size: Acres 0.78
Directions: Slanting Bridge Rd to independence,then blackwelder. Park in driveway on left side of the home facing the
lake.
See also attached site plan.
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.
>>>>> Do not install system under wet conditions <<<<<
PROPOSED REPAIR
Repair System Required? Soil LTAR: g.p.d.ift2
Proposed System:
System Classification:
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 Authorization to
Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to
Construct 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' (I 5A 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.
l
10/06/2023
Authorized State Agent Permit Issuance Date
10/6/2028
Permit Expiration Date
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
chpermit 10/06/2023 16:26
Catawba County Environmental Health
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This map/report product was prepared from the Catawba County,NC Geospatlal Information Services. Catawba County has made substantial efforts
to ensure the accuracy of location end 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 ttrfe maplreport product or the use thereof by any person or entity.
Copyright 2023 Catawba County NC
10/0612023
Scanned with CamScanner
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Department of Environment,Health,and Natural Resources Sheet:
Division of Environmental Health Property ID:
On-site Wastewater Section Lot#:
SOIUSITE EVALUATION File#:
for ON-SITE WASTEWATER SYSTEM AppID: EHPR-8-23-45241
Owner: Tom Brandt Applicant:
Address: 7396 Blackwelder Road Denver NC 28037 Date Evaluated: 10/6/2023
Proposed Facility: 4 BR Home Design Flow(.1949) 480 Property Size:
Location of Site: Property Recorded:
Water Supply: pvt well [ ]Spring [ ]Other
Evaluation Method pit by Abernethy Septic [ ]Cut
Type of Wastewater: X Sewage [ ]Industrial Process [ ]Mixed
P
R
0 SOIL MORPHOLOGY b
F .1941 PROFILE FACTORS
.1940 .1942
L Landscape Horizon .1941 .1941 Soil .1943 .1956 .1944 Profile
E Position/ Depth Structure/ Consistence Wetness! Soil Sapro Restr Class
Slope% (IN.) Texture Mineralogy Color Depth(IN.) Class Horiz <AR
1 LL 2-4% 0-30" FILL
30-40 SiC! M SS SP SEXP,F some compaction at 30-40" 16" II 84" PS.4
40-qt, S/u-81-1.- ,4h SSSPSEXPFR Ps
4b14 s si vfv
1
Description Initial System Repair System Other Factors(.1946):
Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd,Robbie Phelps
System Type(s) Existing Bed IIIE Hor Panel Block 50% Others Present:
Site LTAR 'I Site Classification(.1948): PS
Site Evaluation By: Jason Boyd
Others Present:
Sheet:
COMMENTS: Mr Hicks Excavator broke down during evaluation FILE#:
Landscape Position Group Texture .1955 LTAR Structure
R-Ridge I S-Sand 1.2-0.8 SG-Single Grain
SS-Shoulder Slope LS-Loamy Sand M-Massive
LS-Linear Slope CR-Crumb
FS-Foot Slope II SL-Sandy Loam 0.8-0.6 GR-Granular
NS-Nose Slope L-Loam SBK-Subangular Blocky
HS-Head Slope ABK-Angular Blocky
CC-Concave Slope III SI-Silt 0.6-0.3 PL-Platy
CV-Convex Slope SICL-Silty Clay PR-Prismatic
T-Terrace Loam
FP-Flood Plain CL-Clay Loam
SCL-Sandy Clay
Loam
IV SC-Sandy Clay 0.4-0.1
SIC-Silty Clay
C-Clay
Consistence Consistence Mineralogy
Moist Wet SEXP-Slightly Expansive
VFR-Very Friable NS-Non-Sticky EXP-Expansive
FR-Friable SS-Slightly Sticky
FI-Firm S-Sticky
VFI-Very Firm VS-Very Sticky
EFI-Extremely Firm NP-Non-Plastic
SP-Slightly Plastic
P-Plastic
VP-Very Plastic
Sketch of Soil Evaluation Locations
SEE SITE PLAN