HomeMy WebLinkAboutIMPV-06-2016-073447.TIF Sv • •• CATAWBA COUNTY 0 • ,-0. 0 Case# IMPV-06-2016-073447
L Public Health Department 'yv4_ Subdivision BANDYS RIDGE
6 °—'.•, i „-1 Environmental Health Division P _ I PIN# 366904840832
I' 1- PO Box 389, 100-A Southwest Blvd, Newton,NC 28658 _ D r a LOT# 2 & 3
0 I%1-1111
NAME ON PERMIT: THOMAS LAWLEY, 9485 ISLAND POINT DR, SHERRILLS FORD NC 28673
Site Address: 3916 MT OLIVE CHURCH RD, NEWTON NC 28658
Property Size: Square Feet: 340,203.60 Acres:7.81
Directions: from Hwy 16/ left on Balls Creek Rd /go 1 mile/ left Mt Olive Church Rd/approx 1/4 mile on right
Improvement Permit
Facility: Accessory Structure
Permit Category: New Septic Bedrooms 2 •
WATER SUPPLY: Private Well
Basement? No Basement Plumbing? No
INITIAL SYSTEM SPECIFICATIONS
Permit Valid: Expires In Five Years: _X No Expiration:
Projected Daily Flow 240 g.p.d
Proposed Wastewater System: 25% REDUCTION
Type: IIIG -OTHER NON-CONY TRENCH SYSTEMS
Permit Conditions: See AC for permit conditions
REPAIR SYSTEM SPECIFICATIONS
Repair System Required? Required
Proposed Wastewater System: 25% REDUCTION
Type: MG -OTHER NON-CONY TRENCH SYSTEMS
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.
Jason Boyd 06/14/2016
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 06/14/2021
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
ehpermit 06/14/2016 10:50 Page 1 of3
S1$A • Permit# RBPR 5-16-23834
G CATAWBA COUNTY
C� � '2 Public Health Department Name Thomas Lawley
kd Isa roil `, Environmental Health Division
Address 3916 Mt Olive Church Rd
r9 j PO Box 389, 100A Southwest Blvd, Newton NC 28658 Newton NC
\ �° / PIN# 366904840832
18 42 sM (828)465-8270 Fax (828)465-8276 TDD(828)465-8200
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Department of Environment,Health,and Natural Resources Sheet:
Division of Environmental Health Property ID:
On-site Wastewater Section Lot#:
SOIL/SITE EVALUATION File#:
for ON-SITE WASTEWATER SYSTEM AppID: RBPR-5-16-23834
Owner: Thomas Lawley Applicant:
Address: 3916 Mt Olive Church Rd Newton NC Date Evaluated: 6/7/2016
Proposed Facility: 2 BR access struc. Design Flow(.1949) 240 Property Size:
Location of Site: Property Recorded:
Water Supply: pvt well [ ]Spring [ ]Other
Evaluation Method: test pits by applicant/contractor [ ]Cut
Type of Wastewater: X Sewage [ ]Industrial Process [ ]Mixed �gv
Pt' ,;{S 4r� t y':"✓ t'r j' Y' S,p.,r ? ,(l��j','� lilt l�1 � �� rlr 3+' 41n;s jfr'
ç l{�l���i[t� llrIry{{��..}. ll ii,d i ' i I o f {, ..'i p+' HW ��d.3'i rR ? iiil 1x,1.1 � fi tf x1° tI ,,,A, rrj " ]1 1 ' ' 1 k i c.i
„G ;III I'. livi SOIL MORPHOLOGYf it, � 11 �€t 0i 4 s 't, I +,"1'yiY.' } yy�. �. wu����ihlq ��I�� r
J ] i ,.,j I it1 �Ifi ry10gg11941 *i1l}i� kl FROEILEDFACTORS eka 4, -uJi 1 fl M u u I kr 1 1 1940 1 Pn 4 ar, 1i t,) t e iil� �I�I � �-' 1942'b°If! �h •,u 1 i �) I `, �14111 I I VA "' -gy p ( 1 I .. �ajf]I rr,�11111P ai �i�1 ,C Land pe N or iosn n t 19�4�,1 �r »x31. . 1x941 i ,� ,a` 1,tySgil nma, z y1 ry ..]843 4161FM6mf 1 t4*4 itirot" 1 E ]y ,, 4,�}'Posiiton/ ';Depth 4Strruucture/ I 1 Consistence((( F4i Wetness/.k g,,sSoll {„Sapro;sf Restr, 4[1lClas '`���,
# `y:,} 31ope°/iY�L III;
(IN:•)' IjflTezture I�litl�a, Mmeralogyc E S Coloq�G(]l��[�r,(�1,.::3 UePth.(IN SCIassP4 Honz �.,. '�{,B�,LTARty`:;ti1
1 LL 3-5% 0-12” topsoil/rill
12-30" SCL SS SP SEX FR 48"
30-48" SC some yellow at 30"+ PS.25
2 same as 1 48"
3 same as 1,2 48"
Description Initial System Repair System Other Factors(1946):
Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd
System Type(s) IIIG IIIG Others Present: Mrs Lawler
Site LTAR .25 .25 Site Classification(.1948): PS
-
Site Evaluation By:
Others Present:
Sheet:
COMMENTS: 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