HomeMy WebLinkAboutAUTH-5-11-17519.TIF � CATAWBA COUNTY Case # AUTH-5-11-17519
d C,� Public Health Department Subdivision RIVER RLJN
.� Environmental Health Division
�v ''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # g�
Ig SM P1�1# 360902659332
ApplicanUOwner wENDELL SPRUILL
Site Address: 4223 RIVER RUN CIR, Hickory, NC
Property Size: SF 0.49 ACRES
Directions: HIGHWAY ]0 W- TURN RIGHT ONTO FINGER BRIDGE RD - TURN INTO RIVER RLJN ONTO RIVER RUN CIRCLE -
HOUSE ON RIGHT
Authorization to Construct Permit
Authorization to Construct Wastewrater System (Reauired for Building Permit)
* See site plan and number of additional attachments (�.
Proposed Wastewater System: 25% REDUCTION Wastewater Flow 360 g.p.
Type: II - O THER NON-CONV TRENCH SYSTEMS
Soil LTAR: • g.p.d./ft2
Permit Category: Repairs
Type of Facility: Primary Residence
Basement? No Basement Plumbing? No Bedrooms: 3
UVastewater System Reauirements
Tank Size: 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: 900 sq ft Total Length: 150 ft Maximum Trench Depth 24 in
Aggregate Depth in Trench Width 3 • 0 ft
Minimum Soil Cover 6 • 0 in Minimum Trench Separation 9 • 0 ft on center
Number of Drain Lines 4
Distribution: Serial
Additional Specifications: Abandon 50' of each existing drainline and add 25' to the beginning of each line. Also add an
additiona175' line below the existing lines. Abandon existing distribution and redistribute as shown
on drawing. Do not fill or grade over the area where system is located as shown on drawing or permit
is void.
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 VlIE C ««<
Proaosed Repair
System Class: IIIB Proposed System: 50% REDUCTION Distribution Type:: Pressure Manifold
Soil LTAR: •3 g.p.d./ft2
PLTIVIP REOiJIRED
OS/02/11 0826
�BA CATAWBA COUNTY Case # AUTH-5-11-17519
� U� Public Health Department Subdivision RIVER RLJN
.a Environmental Health Division
v v''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # 5�
t8 2 5M PIN# 360902659332
ApplicantlOwner WENDELL SPRUILL
Site Address: 4223 RIVER RiJN CIR, Hickory, NC
Property Size: SF 0.49 ACRES
Directions: HIGHWAY 10 W- TURN RIGHT ONTO FINGER BRIDGE RD - TURN INTO RIVER RUN ONTO RIVER RLTN CIRCLE -
HOUSE ON RIGHT
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 'Lmvs and Rules for Sewgge Treatment and Disposal Svstems' (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.
Susan Bumgarner OS/O1/20ll
AUTHORIZED STATE AGENT APPROVAL DATE
Permit Expiration Date: 04/29/2016
No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department.
OS/02/11 0826
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CATAWBA COUNTY C�e # pL}'T�1-S-11-17519
Public Fte,alth Depa,•tmen[ Subdivision R1VER RI1N
i Hnvironmeatal ficalth Div9sion
PO Box 389, 100-A Southwest Blvd, New2on, NC 28658 Lot # 57
�, PIN#I 3b0902b59332
ApplicantlOwner �1�NDELL SPRUILL
Site Address: 4223 RtVER RUN CIR, Hickory, NC
Property Size: SF 0.49 ACRES
Directions: HIGHWAY ] 0 W- TURN RIGHT ONTO FINGER SRIDGE RD - TURN INTO RNHR RUN ONTO RIVER RUN CTRCLE -
HOUSE ON RIC�IT
Owner/Authorgzed 12ep�-ese�atat�ve Acic��owledgeme�t of Permit l�eceept
✓T certify that I am the owner or authorized agent (owner's authorization required) representing the owner of the
property described above.
e� As the property owner or authorized representative, I have received the above referenced permit(s) as
requested in the application for service Eff�PR-3-11-9891 , by the following method(s):
Received in Person
Facsimile Transmittal (Return form with signature required)
✓Electronic Tmage Transmit#al/ E-mail (Retum receipt required}
L/ As the property owner or authorized representa.tive I have reviewed and understand the specific
conditions of the permit issued, and f�.rther understand that all applicable regulatory requirements specified
under the North Carolina Laws and �tules for Sewage 'I'reatment and Disposal Systems (15A NCAC
18A .1400), 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: OS/OI /201 l
Owner/Authorized Represen#ative Signature
Date dl
-------------------------------------------------------------------------------------__
Documentation of Permit(s) "I`ransmitta�
(permit transmitted by electronic or other means) �
3
Permit transmitted by �'Q. � (name of person sending permit)
Signature Date/Timel S�! � f 9 ' v . 3
1Vlethod: Fax �� Email �JS 1Vlail Other
Owner's request to send by the above indicated method of transmittaI in lieu of signature
acknowledges the conditions and statements above.
� s'(} f tt,11 ��i��S�C.�. • C�
I
OS/02/11 08:2b
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCE � Sheet � of I
DIVISION OF ENVIRONMENTAL IiEALTH � �� ���--- �/ � PROPERTY ID #:
ON-SITE WASTEWATER SECTION COUNTY:
OIL/SI'I'E EVAI.UATION ��10� _ 3w � ^
,// for ON-SITE WASTEWATER SYS'TE1VI
/ p �9�
oWNER: �/f.�� / APPLICATION DATE
ADDRESS: � rer C�'r DATE EVALUATED: /
PROPOSED FACILITY: 3B PROPOSED DESIGN FLOW (.1949): 36 a PROPERTY SIZE:
LOCATION OF SITE: PROPERTY RECORDED:
WATER SUPPLY: Private 0 Public �Well � Spring 0 Other
EVALUATION METHOD: 0 Auger Boring Pit 0 Cut -
TYPE OF WASTEWATER: �ewage � Industrial Process � Mixed
p :
R : ' '
o..:: ..: . : ' ::: .. .
SOIL MQRP�IOL.OGY ; ! ; I�THER
;..
F:: : . ... ... (194'1) i PRQ�'tILE FACTQRS :
I.: , I ,` '
L . i 44a . . , ...
g LAND HORI 1942
SCAPE ;; 7AN 1941: 1941 ; ! SO1L 1g4� : 1956 1944 :
�.. :. POSITIQ�iI :: n�p'Y`�` STRUGTURE/ CONSISTENCE! WETNE$S/ `. SOIL. ;
5t1PR0 LiESTR
PROFIL:E ;
" SLORE%. ��) ' TEX'i'URE MINERAI:OGY GIILOR DEPTH. CLASS HORIZ;
CI�ASS :
&:I,TAR .:
� G �� SC� GG s� S,�' �✓/,� ��g , — �'
3 v I
1 .��d �
- _ _ `� - 3
I
SS �-.� �L s s�� �v�',� �� _ _ S I
30_ s� I
2 �,C� I
.3
I
3 �
�
�
'. �
4 �
�
DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM pTHER FACTORS (.1946): `
Available Space (.1945) � SITE CLASSIFICATION (.19481: � ' �
System Type(s) '� EVALUATED BY: �
OTHER(S) PRESENT: �.•-
Site LTAR � 3
COMMENTS:
LEGEND
`use the_followin� standard abbreviations
SOIL CONVENTIONAL LPP MINERALOGY/
LANDSCAPE POSITiON GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE
CC (Concave Slope) I S(Sand) 1.2 - 0.8 0.6 - 0.4 NFJ� (Non-expansive) , G(Single Grain)
CV (Convcx Slope) LS (Loamy Sand) SE?� (SGghdy Expansive) M(Massive)
D (Drainage Way) ,
' EXP (Expansive) CR (Cxumb)
DS (Debris Slump) II SL (Sandy Loazn) 0.8 - 0.6 0.4 - 03 GR (Gianulaz)
FP (Flood Plain) L(L.oatn) SBK (Subangulaz Blocky)
FS (Foot Slope) ABK (Angular Blcely)
H(Head Slope) III , SCL (Sandy Clay Loan�) 0.6 - 03 03 - 0.15 PL (Platy)
L(Linear S SiL (Silt Loam) PR (Prisnatic)
N (Nose Slope) CL (Clay Loam)
R(Ridge) SiCL (Silry Clay Loam) MOIST WET
S (Shoulder Slope) Si (Silt)
T (T'et7ace) VFR (Very Friable) NS (Non-yticky)
N SC (Sandy G7ay) 0.4 - 0.1 0.2 - 0.05 FR (Friable) SS (Slighdy Stidcy) '
SiC (Silty Clay) FI (Firm) S (StickY)
C(CIaY) VF[ (Very Ficm v. Very Stidcy) VS (Very Sticky)
O(Organic) None EFI (Extremely Ficm) NP (Noo-plmKic)
� SP (Slighdy Plastic)
* Adjust LTAR due to depth, consistence, structure, soil wetness, landscape, position, wastewater Oow and quality. P(Plavtic)
NOTES
HORIZONDEPTH Tn inches below natuial soil surface VP (Very Plavtic)
DEPTH OFFILL In inches from Iand surfece
RESTRICTIVB HORIZON Thiclrness and depth from land surface
SAPROLlTE S(suitable) or U(unsuitable) •
SOIL WETNESS Inches from land stirface to frce water or inches &nm land surface to soil colois with chroma 2 or less - iecord Munscll color chip desi�,mation
CIr1SSlFICATION S(Suitable), PS (Provisionally Suitable), or U(Unswtable) ' -.
Evaluation of saprolite shall be by pits. � '
Long-tean Acceptance Rate (LTAR): gaVday/ft'' ,
Show rofile locations and other site features dimensions, reference or benchmark, and North).
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