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Home My WebLink AboutIMPV-04-2016-070722.TIF sgA CATAWBACOUNTY Case# IMPV-04-2016-070722 TI Public Health Department Subdivision PEBBLE BAY PH 3 REVISIT G��, ; Envirnnmcntal Health Division PINT 460601167843 '.;1. PO Box 389. 100-A Southwest 131vd, Newton.NC 28658 LOT# 126 1842 sm� NAME ON PERMIT: WESLEY HOWARD BUILDERS INC., 4832 BURRIS RD, DENVER NC 28037 Site Address: 4680 GOLD FINCH DR, DENVER NC 28037 Property Size: Square Feet: 62,290.80 Acres:1.43 Directions: Hwy 16 South, Left onto Campground Rd, Left onto Burris Rd, Righy on Bankhead Rd, Left onto Gold Finch & lot is 4th on Right. • , Owner/Authorized Representative Acknowledgement of Permit Receipt .• nc ettify that I am the owner or authorized agent(owner's authorization required) representing the owner of the property described above. 7friAs the property owner or authorized representative. I have received the above referenced permit(s) as requested in e application for service EHPR-02-2016-23290 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) _ Electronic Image Transmittal/ E-mail (Return receipt required) .5 U/� V//J(/CAs 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: 04/01/2016 Owner/Authorized Representative Signature X/7 /— P Date . 57/ail, 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: http://www.surveymonkey.com/s/EHCustomerService ehpennit 04/01/2016 09:55 Page3 of3 ,y,A CATAWBA COUNTY 0 0 Case/ IMPV-04-2016-070722 r Public Health Department lic AVEINUR 1^, Health PEBBLE BAY PH 3 REVISI( Environmental Health Division Y ••1� •1 PIN/ 460601167843 � l4 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 , r LO'IW 126 r 842 �� = r El NAME ON PERMIT: WESLEY HOWARD BUILDERS INC., 4832 BURRIS RD, DENVER NC 28037 Site Address: 4680 GOLD FINCH DR, DENVER NC 28037 Property Size: Square Feet:62,290.80 Acres:1.43 Directions: Hwy 16 South, Left onto Campground Rd, Left onto Burris Rd, Righy on Bankhead Rd, Left onto Gold Finch & lot is 4th on Right. Improvement Permit Facility: Primary Residence Permit Category: New Septic 13edrooms 3 WATER SUPPLY: Community Well Basement? No Basement Plumbing? No INITIAL SYSTEM SPECIFICATIONS Permit Valid: Expires In Five Years: _X_ No Expiration: Projected Daily Flow 360 g.p.d Proposed Wastewater System: 25% REDUCTION Type: IIIG - OTHER NON-CONY TRENCH SYSTEMS Permit Conditions: Keep all parts of septic system and any future repair system minimum: 100' from any we11,10' from property lines,5' from home including any decks or porches. Lines to be installed on contour. Do not grade drive or fill over system or repair area or permit will be revoked. Met with contractor on 3/17/16 and located existing pits. Determined system area and repair for home with no basement. Received revised application on 3/29/16. REPAIR SYSTEM SPECIFICATIONS Repair System Required? Required Proposed Wastewater System: 50% REDUCTION Type: IVA-ANY SYSTEM will LPP DISTRIBUTION PUMP REQUIRED ***** OPERATOR REQUIRED 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 applicanl/propenv 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 fn-Sewage Treatment and Disposal Systems' (15A NCAC I8A .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 04/01/2016 AUTHORIZED STATE AGENT APPROVAL DATE 03/31/2021 Permit Expiration Date: No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpemtit. 04/01/2016 09:55 Page I of 3 1 Aiin Permit# EHPR 2-16-23290 CATAWBA COUNTY Name Wesley Howard Builders INC Public Health l Health Di Address 4680 Gold Finch Dr Denver NC �'"l( `' Environmental Health Division � �� PO Box 389, I00A Southwest Blvd. Newton NC 28658 PIN# 460601167843 1$t}Z sr+ (828)465-8270 Fax (828)465-8276 TDD(828)465-8200 Site Plan Improvement Permit A /\ L{ 0' r 0--+.c_5 e, L{1I .TS'Z,t i Cr.I' 1. 3Qii-t.7s • l/ . �'o 't L--) I I 6a 3\\62 No .v1.o. % ya IS �I\ --i, ,.+,c1 �S %tt, #Z v 1 L I It (-lows,- + o o A r`'--cm. l,J P r. (t..,47 t , •C. A ✓ .n`Qv r yj. l 36 Pr-- f-r 3 , t 1 1J t (S e la F , ''. Ck � � l ,, ^ 60 , Scale Department of Environment,Health,and Natural Resources Sheet: Division of Environmental Health Property ID: On-site Wastewater Section Lot#: SOIL/SITE EVALUATION File#: for ON-SITE WASTEWATER SYSTEM AppID: EHPR-2-16-23290 Owner: Wesley Howard Builders Applicant: Address: 4680 Gold Finch Dr Denver Date Evaluated: 3/17/2016 Proposed Facility: 3 BR Home Design Flow(.1949) 360 qpd Property Size: Location of Site: Property Recorded: Water Supply: community well [ ]Spring [ 1 Other Evaluation Method: existing pits on lot EHS augered out [ 1 Cut Type of Wastewater: X Sewage [ ]Industrial Process [ ]Mixed P� `.,s A f a{'I Z... r,k i,k4.3E"?ate.` .5 Ki,�r,i 'Tt a x iy lsi tat d'.? M >,.L ,w 4 is T#' rU a .&�yt'1. F ?e } > I x -u 7 <^ n i'r w-x73 T �a `li$ tz?,- c i-s,`ah q€,„:r t �. r lit :a 'c, u G a' ' 3-, 6e�r'it R ✓Rr r r4 i s , s� `tr i4 ''k` 3 3 t EI:i y I u✓Y- ..9-01" 3 -'" r, „,,,..:4, a,- 4 „y t o"'”[ t f 5 mi I""vs 1i li 9�ilt� IA, ! 21wat F p Po 93. ,5 "Y :: p � t�r>kt t u�'-',``�.� ��S�ggOgIL MORPHOLOGY�;tr= � „ - � '�`„.�"r "` b :�r .�'r d�. �. yl�a egg i , Ff ,r > 1° 4 a i *,�`Pxp 'l'I 'I a"�2, �.4¢1941n. ``' ,: a .}u,.., f 4"o-:>r '11I'`�#f4.4{ PROFILE'rFACTORS R zw„ ' 'l tri`4 :13F t 1940 ` i"Atj:' s'"'*' r lrl r- r"" 4 y.'W 7°" x'ts' ?.ter, 1942 i (: th I G 1' 't`t` .1�^ 4r "45'1'1A4''-Va L - rant;Landscape Harizon', `x 1941. . 1s — ;"^, s 1941wazt2#2fiti i 1 Soil a 4'5)4*1943 � f; ilth 1944 6,, a Profile's t ` io th(.i' _ �` 4 :,Wetness/ S9irak 4 Sa ro i Re tr a ;Class"' F , iE F raP ope% y Depth 2 SWcture/, ,a E�I, gC ineralo y ,, .>"t�. s r�+a :;lJ ,,. ',bean-10'10,J ^G as `x'iyv+y° 4 x s_;„ „,,.aSfoper , 1)(IN.}=;;1 s?�Texture;._..„ .Lgl,,`.i Mineralogy, ,,,,:......lE I �, - .. ?Color.rt„�_. .s,.a eµ:Class o riz2 , ny,a LTAR : 1 LL 5-7% 0-6" topsoil 6-30" SCL SS,SP,SEXP,FR 60" PS.3 30-60" SC w/sap 2 same as 1 Ps.3 3 same as 1,2 PS.3 Description Initial System Repair System Other Factors(.1946): Available Space(.1945) PS PS Soil Evaluation By: Jason Boyd System Type(s) IIIG IVA Others Present: Wesley Howard Site LTAR .3 .3 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