HomeMy WebLinkAboutAUTH-09-2016-076365.TIF CATAWBA COUNTY �el' :p r� �e Case# AUTH-09-2016-076365
. �.. Subdivision
Public Health Department ,
d /me Environmental Health Division PIN# 269913226816
� PO Bos 389, 100-A Southwest Blvd,Newton, NC 28658 n C."1,411 LOT# 3
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NAME ON PERMIT: MICHAEL D. & ROXANNE M. BILLS, 5797 GREEDY HWY, HICKORY NC 28602
Site Address: 5793 GREEDY HWY, HICKORY NC 28602
Property Size: Square Feet:284,011.20 Acres:6.52
Directions: HWY 127 SOUTH TO GREEDY HWY TURN RIGHT ONTO GREEDY HWY FIRST LEFT TURN ONTO THE
PROPERTY 2ND LOT ON LEFT
Authorization to Construct Permit
Authorization to Construct Wastewater System (Required for Building Permit)
* See site plan and number of additional attachments( ).
Proposed Wastewater System: 25% REDUCTION Wastewater Flow 600 g.p.d
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
Soil LTAR: 0.3 g.p.d./ft2
Permit Category: New Septic
Type of Facility: Primary Residence-
Basement? Yes Basement Plumbing? Yes Bedrooms: 5
Wastewater System Requirements
Tank Size: New Tank 1,250 gal Pump Tank 1,250 gal Grease Trap gal
Dosing Volume 229 gal Pump Specs: 28.44 GPM @ 17 TDH
Pressure Head 2 ft Draw Down 10.9 in
Drainfield: Total Area: 1,500 sq ft Total Length: 500 ft Maximum Trench Depth 30 in
Aggregate Depth in Trench Width - 3 ft
Minimum Soil Cover 12 in Minimum Trench Separation 9 ft on center
Number of Drain Lines 4
Distribution: Pressure Manifold
Pre Treatment: NONE
Additional Specifications:
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? Required System Class: IIIB Proposed System: 25% REDUCTION
Distribution Type:: Pressure Manifold Soil LTAR: 0.275 g.p.d./ft2
PUMP REQUIRED
ehpennit 09/14/2016 14:08
A.,e, N. CATAWBACOUNTY Case# AUTH-09-2016-076365
i al 111
i. Public Health Department Subdivision
< ;wet Environmental Health Division PIN# 269913226816
—44' PO Box 389, 100-A Southwest Blvd,Newton.NC 28658 LOT# 3
2 M
NAME ON PERMIT: MICHAEL D. & ROXANNE M. BILLS, 5797 GREEDY HWY, HICKORY NC 28602
Site Address: 5793 GREEDY HWY, HICKORY NC 28602
Property Size: Square Feet:284,011.20 Acres:6.52
Directions: HWY 127 SOUTH TO GREEDY HWY TURN RIGHT ONTO GREEDY HWY FIRST LEFT TURN ONTO THE
PROPERTY 2ND LOT ON LEFT
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 Ru/es for Sewage Treatment and Disposal Systems' (ISA NCAC 18A
.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to
function satisfactorily for any elven period of time
Steven Price 09/01/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 09/01/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
•
chpemtit 09/14/2016 14:08
RBPR 07-2016-24261
5785 Greedy Hwy,Hickory
• Do not cut, drive, fill, or grade over septic or repair areas.
• Septic system must be 10 ft from property lines; 50 ft from wells and streams; 15 ft from
a basement, 5 ft from building foundations and appurtenances; and out of right-of-ways
and easements. Pr
• Install a new 1,250 gallon septic tank and pump tank. Pky 90 4-ps,
• Install 500 linear feet of 25%reduction system with maximum trench depth of 30 inches;
proposed 4 lines total at 125 ft each on contour.
• Final grade of septic area must shed surface water off and away from system.
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c{5' CATAWBA COUNTY Case# - -- - ,
•
.Tic Q G Public Health Department Subdivision
4 •Egl „'�s, Environmental Health Division PIN# 269913226816
Ig�1--2 PO Box 389, 100-A Southwest 13lvd,Newton,NC 28658 LOT# 3
NAME ON PERMIT: MICHAEL D. & ROXANNE M. BILLS, 5797 GREEDY HWY, HICKORY NC 28602
Site Address: 5785 GREEDY HWY, HICKORY NC 28602
Property Size: Square Feet:284,011.20 Acres:6.52
Directions: HWY 127 SOUTH TO GREEDY HWY TURN RIGHT ONTO GREEDY HWY FIRST LEFT TURN ONTO THE
PROPERTY 2ND LOT ON LEFT
Owner/Authorized Representative Acknowledgement of Permit Receipt
„1'1 T.T'oI certify that I am the owner or authorized agent(owner's authorization required) representing the owner of the
property described above.
7-1"14.,As the property owner or authorized representative, I have received the above referenced permit(s) as
requested in/the application for service RBPR-07-2016-24261 by the following method(s):
Received in Person
Facsimile Transmittal (Return form with signature required)
Electronic Image Transmittal/ E-mail (Return receipt required)
j AAs 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 1SA .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.
>wner/Authorized
ermit Issue Date: 09/01/2016
Representative Signature Date
Documentation of Permit(s) Transmittal
(permit transmitted by electronic or other means)
Permit transmitted by (name of person sending permit)
Signature Date/Time
Method: Fax Email US Mail Other
Owner's request to send by the above indicated method of transmittal in lieu of signature
We want to hear from you. Please take a few moments to complete our customer service survey at:
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chpennit 09/01/2016 10:49
e,' CATAWBA COUNTY ❑m �e Case# AUTH-09-2016-076365
�•
[^j�" Public Healthth Department Subdivision[
<
14'"'f I Environmental Health Division ti. : �r • P11‘14 269913226816
-'�� PO Box 389. 100-A Southwest Blvd.Newton. NC 28658 G G• G ''S LOT# 3
!R•2 s. '�7"rEi
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NAME ON PERMIT: MICHAEL D. & ROXANNE M. BILLS, 5797 GREEDY HWY, HICKORY NC 28602
Site Address: 5785 GREEDY HWY, HICKORY NC 28602
Property Size: Square Feet:284,011.20 Acres:6.52
Directions: HWY 127 SOUTH TO GREEDY HWY TURN RIGHT ONTO GREEDY HWY FIRST LEFT TURN ONTO THE
PROPERTY 2ND LOT ON LEFT
Authorization to Construct Permit
Authorization to Construct Wastewater System (Required for Building Permit)
* See site plat and number of additional attachments ( ).
Proposed Wastewater System: 25% REDUCTION Wastewater Flow 600 g.p.d
Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP
Soil LTAR: 0.3 g.p.d./ft2
Permit Category: New Septic
Type of Facility: Primary Residence -
Basement? Yes Basement Plumbing? Yes Bedrooms: 5
Wastewater System Requirements
Tank Size: New Tank 1,250 gal Pump Tank 1,250 gal Grease Trap gal
Dosing Volume 229 gal Pump Specs: 28.44 GPM @ 17 TDH
Pressure Head 2 ft Draw Down 10.9 in
Drainfield: Total Area: 1,500 sq ft Total Length: 500 ft Maximum Trench Depth 30 in
Aggregate Depth in Trench Width 3 ft
Minimum Soil Cover 12 in Minimum Trench Separation 9 ft on center
Number of Drain Lines 4
Distribution: Pressure Manifold
Pre Treatment: NONE
Additional Specifications:
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? Required System Class: IIIB Proposed System: 25% REDUCTION
Distribution Type:: Pressure Manifold Soil LTAR: 0.275 g.p.d./k2
PUMP REQUIRED
ehpermit 09/01/2016 10.49
CATAWBA COUNTY Case# AUTH-09-2016-076365
di't3Q L Public Health Department Subdivision
Environmental Health Division PIN/I 269913226816
s'at PO Box 389, 100-A Southwest Blvd,Newton.NC 28658 LOT# 3
tg.2 ,.
NAME ON PERMIT: MICHAEL D. & ROXANNE M. BILLS, 5797 GREEDY HWY, HICKORY NC 28602
Site Address: 5785 GREEDY HWY, HICKORY NC 28602
Property Size: Square Feet: 284,011 .20 Acres:6.52
Directions: HWY 127 SOUTH TO GREEDY HWY TURN RIGHT ONTO GREEDY HWY FIRST LEFT TURN ONTO THE
PROPERTY 2ND LOT ON LEFT
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 Svstem.s' (ISA
NCAC 18A.1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will
continue to function satisfactorily for any viven neriod of time.
Steven Price 09/01/2016
AUTHORIZED STAKE AGENT APPROVAL DATE
Permit Expiration Date: 09/01/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpennit 09/01/2016 10:49
DEPARTMENT OF HEALTH AND HUMAN SERVICES g6 Pt 07_7.01(,— ZY 4.1 Sheet / of
DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID#:
ON-SITE WATER PROTECTION BRANCH COUNTY:_Catawba
SOIL/SITE EVALUATION
for ON-SITE WASTEWATER SYSTEM
,, (Complete all fields in full)
OWNER: /7tCL p g7l _ APPLICATION DATE � �
ADDRESS: DATE EVALUATED: SO4
PROPOSED FACILITY: ser PROPOSED DESIGN FLOW(.1949): &JO^ PROPERTY SIZE: 6,„.{—
LOCATION OF SITE: 3-76'S G. 1ti 17 PROPERTY RECORDED:
WATER SUPPLY: ❑Private ❑Public ? Wel ❑Spring LI Other
EVALUATION METHOD: ❑Auer Boring gitPit 0 Cut TYPE OF WASTEWATER: 114ewage ❑Industrial Process ❑Mixed
P
o SOIL MORPHOLOGY OTHER
F (.1941) PROFILE FACTORS
1 .19411
E LANDSCAPE HORIZON
F.
POSITION/ DEPTH PROFILE
is SLOPE% ( '1942
IN.)
.1941 .1941 SOIL .1943 .1956 .1944 CLASS
STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RFSTR <AR
TEXTURE MINERALOGY COLOR DEPTH CLASS HOW
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DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946):
Available Space(.1945) P S
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� SITE CLASSIFICATION(.1948): ?S
Type(s) Z Q ,� EVALUATED BY: 5v 6-c
System
`� ist.cI 1xY OTHER(S)PRESENT:
Site LIAR p 3 Q 2..75
COMMENTS: .54.• rocks r-v iv A-G,)
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Catawba County Environmental Health Prt.
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Parcel: 269913226816, 5785 GREEDY HWY , IN---6 t Q__ti^y -k 1 in=100ft
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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
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CALCULATIONS
Location
Project Number
Lot No:
No. of Bedrooms 5
Design Flow 600 gal/day
LIAR 0.3 gal) 2
ft tlay
EZ-Lay? (YES OR NO) YES
Supply Line Length 150 ft.
Supply Line Volume 26.1 gal. FRICTION FACTOR
INTERPOLATER
Required Feet of Line 500 ft. 2"SCH 40 PVC
Amount of Line from Layout 500 ft. GPM f
20 0.84
Gallons per Minute 28.44 gal/mi,, 0.88
25 1.27
Required Septic Tank Capacity 1200 gal. 1.28
Minimum Standard Tank Size 1200 gal. 30 1.78
-1.76
Lateral Line Volume 326.5 gal. 35 2.37
2.25
Dosing Volume 228.55 gal. i.2$ 40 3.03
Note: Dosing Volume based on 70% 43.07 '.3.48
of the lateral line volume. 45 3.77
48.14 4.28
50 4.58
57.11 5.89
60 6:42
Tank Draw Down 10.9 Generic Draw Down of 21 galper in.
Pump Run Time 8.04 minutes
Elevation Head 10 ft.
Pressure Head 2 ft.
Friction Factor 1.78 ft./100 ft. (From the interpolator.)
Friction Head 2.67 ft.
Total Dynamic Head(+15%) 16.87 ft.
vf xV »;.:
Y .rr S�"�
Q6// 7- '4- z24//
6
0
SYSTEM
Line# Color Elevation Length Hole Size Flow/Tap gpd Trench Area Line LTAR
1 YELLOW 98.6 125 SCH 40 12 7.11 150.00 375 0.40
2 ORANGE 97.5 125 SCH 40 12 7.11 150.00 375 0.40
3 BLUE 96.5 125 SCH 4012 7.11 150.00 375 0.40
4 RED 95.4 125 SCH 40 12 7.11 150.00 375 0.40
total feet = 500 gal/min= 28.44
Des.Flow 600
soil LIAR 0.3
(EZLAY!tar+5%) 0.315
LTAR with INNOV.+5% 0.4
LTAR with INNOV. 0.42
;:y •''.744,-,);-e-' .'.-t yxy:: n4 x.yi ' tt'v«"S(hA 0;";3` 2 • " >