Loading...
HomeMy WebLinkAboutIMPV-5-11-18200.TIF � CATAWBA COUNTY Case # IMPV-5-11-18200 p Public Health Department Subdivision Q ' � Environmental Health Division °O ''�' PO Box 389, 100-A Southwest Blvd, Newton, NC 28658 Lot # t 5N PIN# 377403421475 Applicant/Owner DWIGHT STEWART ��PR �S- j 1 it�893 Site Address: 5285 CRESTSIDE ST, Claremont, NC Property Size: SF 1.57 ACRES Directions: 16N / OXFORD SCHOOL RD/ BOLICK RD/ STEWART RD/ CRESTSIDE DR/ 3RD HOUSE ON WGHT Improvement Permit -------------- --------- - — _ _ __ _ �- -- -- INI'I'IAL S�'S'I'EIVI EXISTING - IP F'OR �2EPA�R SYS�ElVI ONI,Y � Faci�ity: primary Residence Permit Category: Other Bedrooms 3 WATER SUPPLY: Private Well Basement? No Basement Plumbing? No ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- INITIAL SYSTEM SPECIFICATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Permit Valid: Expires In Five Years: _X_ No Expiration: Projected Daily Flow 360 9•P•d Proposed Wastewater System: CONVENTIONAL Type: IIB - CONV SYSTEM WITH < 750 LINEAR FEET O LINE Permit Conditions: IP for as built for existing septic system for sunroom. ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- REPAIR SYSTEM SPECIFICATIONS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Repair System Required? Required Proposed Wastewater System: 25% REDUCTIO Type: IIIG - OTHER NON-CONV 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 aqqroved, and may result in failure to approve the initial system installation, or the suspensiorYrevocation 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 applicanUproperty 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 lmprovement 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 Disposa[ Svstems' (15A NCAC 18A 1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily Susan Bumgarner OS/20/2011 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: OS/18/2016 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. OS/23/11 09:12 �tt PR-S- II - 1 n��3 �n�P�.s-� � _ � 8aoc� _ _, � h � � 9 `� t1�� J �� � r s d 6� � T ��s � � � � ,��� + � J � c� � -�. ° d�� . � /1 �� � � �// _ � � � c � �� . � ► . �(� � � 52 G r�� P�rrr•,� � .{� (� 9' �3 � �SS�Cd qraS "SS 1 ��u:�'u.r'e.. f"l,p°`�'� bvi I � r�G�u S.� {� � �, S� �-; �, �,n �� oY P��►� Department of Environment, Health, and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot #: SOIUSITE EVALUATION File #: EHPR-10893 for ON-SITE WASTEWATER SYSTEM AppID: Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow (.1949) Property Size: Location of Site: Property Recorded: Water Supply: [ ] Public [x ] Individual [ x ] Well [ ] Spring [ ] Other Evaluation Method: [ x] Auger Boring [] Pit [] Cut Type of Wastewater: [ x] Sewage [] Industrial Process [] Mixed P �' � .' R. , . :. o ' SOIL MORPHOLOGY. b F .• ^; � ,�.. . , .�9a� �_ , . ' _y . PROFILE FACTORS_' _ ,. . _ _ __ _ _ I .1940 � ; .1942 _ , . L L'andscape . Horizon :1941 • :1941 Soil ' .1943 .1956 1944 Profile � E.: . Fosition/; Depth ;. Structure/ . Consistence ' Wetness/ . Soil � Sapro Restr ` Class :° # . _ _ _Slope%o '_' . IN. , Texfure__ _ . _ _Mineralogy `. __ . _ . Color_ ` _ _ _ Depth,(IN,) Class _. Horiz _ & LTAR _ _; �---�— Is 0-37 cl,bk SE,fr g% 37 ps � .3 Description Initial System Repair System Other Factors (.1946): �s Available Space (.1945) ps Soil Evaluation By: S Bumqarner System Type(s) 25 % red Others Present: M McBride Site LTAR .3 Site Classification (.1948): �s Site Evaluation By: S Bumgarner Others Present: M McBride 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 GClay Consistence Consistence Mineraloqv 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 � J� � � I��� r ,� U