The URL can be used to link to this page

Home My WebLink AboutRBPR-08-2014-19771.TIF SOIL:`_&eF U,RESTRY ` ,t. . SERVICES O E cTH EpCAR O LI NA5.�PA4 PO Box 832 Mooresville, NC 28115 www.so ila n dforestryservices.corn April 21, 2016 S&FS Job 16-1029 RA Joyce Construction Co, Inc. Attn: Ron Joyce PO Box 716 Hickory, NC 28603 RE: Septic System Layout-Lot 10 Berkshire Mr.Joyce: At your request Soil & Forestry Services of the Carolinas (S&FS) has performed a septic system layout for a 3 bedroom home (with basement) at 1636 Buffett Circle in Hickory. We propose use of a 25%accepted system for the initial system and pressure dosed panel block system for repair. The ability to layout sufficient line for supporting the house was made possible with the southeast property corner moved 19' (see layout). Our layout was based on a loading rate of 0.3gpd/ft2 as per Catawba County Health Department Improvements Permit. The layout follows a 25' setback to the house. Initial and repair systems will require use of an effluent pump. As for distribution of the initial system we have spoken with Trish Angoli, engineer with NC DHHS. She stated d-boxes with speed levelers could be used for pump systems. To slow the flow to the d-box we propose use of a washer box before the d-box. The change to the parcel boundary line (move SE corner 19') will need to be surveyed and the lot recorded. Please contact S&FS if you have any questions regarding this report. S&FS also offers septic system inspection, wetland delineation and forestry services. Sincerely, �t, :yr• ;_, ::. , -: '.dolA [/tLY KLC ' L •Wendell Over RF, LSS, SC 1 w '3F z ` �7O : i , i b i 1 . t Attachment 1 �r % Berkshire Lot 10 Layout for a 3 bedroom home April 2016 FLAG FLAGGED DESIGN LINE# COLOR a9 HI Ea €L.EY 1 FNGTH LENGTH TBM 1.0 100.0 INSTR. 1 101.0 REPAIR 1 Red 1.00 100.0 42 40 2 Orange 1.50 99.5 79 75 3 Blue 2.00 99.0 108 85 SYSTEM 4 Yellow 2.60 98.4 110 100 5 Orange 3.00 98.0 104 100 6 Pink 3.40 97.6 101 100 LINE LTAR SYSTEM REDUCTION MAX TRENCH LENgThi 3PD/Ff TYPE TYPE DIST DEPTH SYSTEM 300 0.300 ACCEPT 25% WASH BOX 36 DBOX REPAIR 200 0.300 MOD 50% LPP 36 PPBPS Notes: "TBM is assumed to be 100' "A11 measures in feet "Nitrification lines are demonstrated on contour via colored pin flags "BS and FS indicate rod readings u li 0 - a Ta o 0 1 2 II n c t) n rte___D. w _ m ----___��39-46' o I i CO O S'9Z t� 1 1 1811 0 I , $ I CwI 1 IO "O " 1 n N I 'l'i yG O ''o Z in r\ I �p l l O I M !O O ca I 0 1,, !. \ \1 'II I N 1. 1-9( 411 H _- >,70 OW x O xm 0 O D CO CO D n O O to I'm'TV: narcen.R` foP+� y� �b.a Soil & Forestry Services of the Carolinas. PA -4gst;'e? S"MMMS swim LAYOUT BUFFE9T CIRCLE OZ PC Box 832—Mooresville, NC 28115 o s "`^ IIIVIIN SKWrCH MAP ---mo'ii.ite._,.... \. .0 www.soilandforestryservices.com �I 0 Ni C m Mi mcn O .. 0 ' 0 33.5" p 0 o OZ m U CD Z N ° N pp Q K v m 0 U1 O 0 /> ---I N) m V J _ — T ' Z __L__ 33.5" C 23 aoO > m2O cn > 2 i 00 r'1Z0 f > c CZJO -71 O Orin -0 c) D M -0 > �_ � � -< OO x I- m z ° r CNO (n 0 — 2r- D M < M Z ill Como 0 Co x 0 X Mr. Cash This is the required recorded plat for the lot line adjustment for lot#10 Berkshire Place Subdivision @ 1636 Buffett Circle , Hickory NC 28602. Also as recommended by you, Doug Urland, and a County Commissioner that we consult a NC licensed professional, who is knowledgeable in State regulations and Septic System design and soil analyses. We hired 2 (two) with these credential. Both proposals have similar components and are confirmed by others including a engineer with the NC DHHS, that these system meet the State requirement for equal distribution for waste water with the pump system stated and 25% reducer drain lines. It is also confirmed by others that this system in used in neighboring counties competing for development investment , commerce and tax revenue. The purpose of the investigation was to determine if there was enough space for an On-Site Wastewater(Septic) System to serve a 3 bedroom residence. This report lists the findings,conclusions and recommendations for the property.If you have any questions or if I can be of assistance,contact me at(828)310-0089,E-mail at'eel ynnoswnsr ahoo.com. Sincerely, Joe Lynn LSS y„v son. S �4Z _ J4 ZJ e iuoy POv. -OORA* INTRODUCTION OWNER/APPLICANT:Ron Joyce LOCATION: 1636 Buffet Circle Hickory,NC lot#10 PHONE NUMBER:828-381-2520 COUNTY:Catawba TYPE OF FACILITY:Residence DESIGN UNIT:360 gpd WATER SUPPLY:Public ONSITE WASTEWATER SYSTEM PROPOSAL INITIAL SYSTEM:300 linear feet of an accepted System(25%reduction)with effluent pump and per Mr.Joyce's request as large a distribution box as can be found(washer box),no pressure manifold. REPAIR 200 linear feet of prefabricated permeable block panel system(T&J Panels)with an effluent pump and low pressure distribution SITE PREPARATION The wastewater system location is the rear of the lot.The area for the initial system and the repair cannot be graded.The system must be 25 feet upslope and 15 feet sideslope from the foundation drain.The system must be 15 feet upslope from the retaining wall. SYSTEM INSTALLATION The initial system must be located as shown in the attachments and the Improvement Permit and Authorization to Construct The septic tank and pump tank should be installed as shallow as possible. The supply line can be installed 5 feet from the property line.The initial system must be installed at a depth of 22 to 24 inches on the downslope side of the trench. The systems must be installed when the soil is not wet. Consult Environmental Health about soil wetness and system installation. SYSTEM COMPONENTS 1,000-gallon septic tank 1,000-gallon pump tank 300 linear feet of chambers(Infiltrator),or polystyrene (EZ-Flow),the installer can choose Control panel,floats,pump The following information is yet to be determined Pump,_gallons minute( )gallons/minute with weep hole)at a Total Dynamic Head of feet and gallons/dose Floats, About feet of 2 inch SO-I 40 PVC supply line DISCLAIMER The findings in this report represent my professional opinion about soil and site conditions based upon the information available to me during the evaluation. Variability in the soils could result in conditions that are unpredictable and different than what I was given.I cannot guarantee any permits of design daily flows results. Only the Health Department has the regulatory authority to issue septic system permits. They may choose to disagree with my findings based on their own findings. I am not responsible for errors made due to unclear, unknown,or misrepresented property lines.I am not responsible for difficulties caused by the location of overlooked critical features(such as wells, water lines,streams,septic systems,buildings,etc.)on this or neighboring property. There are other circumstances beyond the scope of this report that could create problem that might deny the use of the property as desired. Some of these include:zoning laws,excessive grading,and misallocation of houses,drives, property lines,wells,and utilities.Buried utilities and culvert runoff should not cross drainfields,septic tanks,or repair areas. 4/302016 joyce loff1613-jpg aU w' apt e � t 4 A• ' N i6 \:\ • 'Xrt: Lieu) SySfem. Repai: 7.4 LD' 130 Ate e..;(tie httpsJhnail.google.canh nailka/u/Oadl/15462350fd1004c8?projector-1 1/1 4302016 Joyce D-Box045.jpg karyeSt D;Stnbo-Lov■ Sox Ca.n -find — lee- on i filet pipe � or gancrcrte f lnstaU V-Box on 4.404 faded lead! 5 t.moo. . O 0 0 0 IdLpslimail.goocie.cam/maVca/u(ONall/1 5 46 23501d1004c8?projector=1 1/1 C �G THIS IS NOT A PERMIT Case# RBPR-08-2014-19771 rar LAnk CATAWBA COUNTY HEALTH DEPARTMENT , 0 PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES ;t1:1.41.7 \7842 rM Residential Building Plan Review - Building New ion -o+, o IMPROVEMENT- AUTH CONST c rti .L},4+tk , Contractor *JOYCE, RON (RON A JOYCE), PO BOX 716, HICKORY NC 28603- B:828-381-2520 Owner JOYCE R.ASSOCIATES INC, PO BOX 2365, HICKORY NC 28603-2365 NAME TO APPEAR ON PERMIT Joyce & Associates Inc SITE ADDRESS: 1636 BUFFETT CIR, HICKORY NC 28602 PIN # 370005096155 NAME of SUBDIVISION: BERKSHIRE PLACE PH 1 Lott 10 Section/Block PROPERTY SIZE: Square Feet Acres 0.34 DIRECTIONS: Hwy 127 South/left on Bethel Church Rd/right on Berkshire Dr/right on Buffett Cir/2nd lot on right PRIMARY CONTACT: Contractor SEWER TYPE: Septic Tank GALLONS PER DAY:- 360 WATER SUPPLY: Public Water DESCRIBE WORK: Revised 4/4/16 - Proposing a new lot layout & changing property lines. Requesting a 25% Reduction system. House is already built on lot. 32 x 54 Three Bedroom Single family home SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES", then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? No Is any of the wastewater going to be generated on the site other than domestic sewage? No Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? No APPLICATION FOR: New Structure STRUCTURE TYPE: PRIMARY RESIDENCE FACILITY TYPE: Single Family Residence OTHER DESCRIPTION: DESCRIPTION OF none EXISTING STRUCTURES ON SITE (IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 2 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 32 x 54 #OF NEW BEDROOMS:: 3 BASEMENT? Yes BASEMENT FIXTURES? No PLUMBING REQUIRED?Yes Desired system types (Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: YES OTHER: INNOVATIVE: ANY: Other described: 25% Reduction E9-chapplication 04/04/2016 09:29 Page 1 of 4 ,$A CATAW BA COUNTY Case 0 RBPR-08-2014-19771 1/ L Public Health Department Subdivision BERKSHIRE PLACE PH 1 �s a Environmental Health Division PINK 370005096155 , y ,, PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 1842 W NAME ON PERMIT: JOYCE& ASSOCIATES INC ( ), PO BOX 2365, HICKORY NC 28603-2365 Joyce & Associates Inc ( ) Site Address: 1636 BUFFETT CIR, HICKORY NC 28602 Property Size: Square Feet Acres 0.34 Directions: Hwy 127 South/left on Bethel Church Rd/right on Berkshire Dr/right on Buffett Cir/2nd lot on right Improvement Permits issued as a result of this information are valid for 5 years or may be non-expiring under certain specified conditions.An Authorization to Construct issued by this department is valid for(5)five years from the date issued and is not transferable; Improvement Permits and Well Permits are transferrable. Permits may be revoked if the information on this application, site plans or intended use changes for the proposed facility. I have read this application and certify that the information provided herein is true, cam* - - and c• •ct. Auth irized county and state officials are granted right of entry to condu•t neces •ry inspections to determine compliance with applicavle laws; • rules. I und,rstand that I am solely responsible for the proper identifica on'a d a•eli • •f al property lines and corners and making the site cce 'ble so that a co plet- site evaluation can be performed. Date: Signature of Applicant or Agent I / , , A E vironmental Health Specialist will contact you within voting day' of application date. If you need further information or assistance pl-ase call 828-4 t -7291 AREA2 . iin 'a. sr p r.�= n r-»w-� fq .n y '7 o ` t �1P t:i TFEENAME a' ¢ ,104-02-,7n.4� _, „s,,8.40DATE;, ,<FEE AMOUNT ,' Authorization to Construct Fee (New/Expansion) 08/20/2014 5150.00 Fee Improvement Permit Fee 04/04/2016 $150.00 Authorization to Construct Fee (New/Expansion) 04/04/2016 $150.00 Fee 1 Mfr I kti L TOTAL FEES N 4 '' F � 3 +Ir�""' $480'46'41 y� a [, ¢dy FEES ARE NON—REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) P9-eliapplicsiion 04/04/2016 09:29 Page 2 of 4 THIS IS NOT A PERMIT cob Nrs CATAi�VEA CO❑@TT�'FIEALTHDEPARTMEIeTT �4 Application for Environmental Services Page 1 Improvement Permit❑ Authorization to Construct a71 Septic Repair❑ Septic Malfunction n Septic Expansion ❑ New Well Permit❑Replacement Well ❑ Well Abandonment n Well Repair ❑ Existing System Inspection (Pre-Approval Required) ❑ Application is for New Construction Existing Facility ❑J //'' vropert ,Address /62,3 B it C/2G/e Subdivision ,�Gk6/7 el.t Pilo T i ciebiz y Ivc- lobo Z, Lot# /0 Acres • �` / Section/Block/Phase Driving Directions to Property l2 7 60 ' B e e( Cam, Q.4- ' i -'1 t c R �— ucc m- Gr/zG/-e - 2NW it m-, 2i5 /C* NAME TO APPEAR ON PERMIT? XDwner E pplicant 0-ebntractor Applicant Contact Information �-� Name on - p L , ∎ C aria l c' 10 . Address id,0,cSoy lab I !C •/Z1-f RX-- 2-5Ct' Phone gL$ — 39/ ZSZZ Cell Phone g 28 3&/ - zed Owner Contact Information Name Address Phone I Cell Phone Contractor Contact Information Name Address Phone Cell Phone WHO WILL BE ME PRIMARY CONTACT? i Owner [ Applicant g 2ontractor Description of Existing Structures on Site 32 X 6'f -F,QR R1 e// #of Bedrooms *-j- 3 Structure Dimensions 32 .5 #of Occupants (: . _ 1 Basement jYes ❑ No Basement Fixtures ] Yes oo The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property question. If the answer to any question is "yes", applicant must attach supporting documentation. El Yes o Does the site contain any jurisdictional wetlands? 6 Yes i o Does the site contain-any existing wastewater systems? JD/Yes I1�Ib Is any wastewater going to be generated on the site other than domestic sewage? Ag• Yes i ..›To Is the site subject to approval by any other public agency? 1C Yes i o Are there any easements or right of ways on this property? Describe Existing water supply in use ❑ Individual Well ❑ Community Well ❑ Semi-Public Well County/City/Township Water Line Is a public water supply available? ** Er-Yes ❑ No If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (sy- ems can be ranked in order of your preference) ��`` Accepted ❑Alternative ❑ Conventional ❑ Innovative : Othe t%€R— ❑ Any c, {A my THIS IS NOT A PERMIT JAP -couNiTh= CATAWBA COUNTY HEALTH DEPARTMENT Application for Environmental Services Page 2 Proposed Facility Type ❑ Primary Residence Ne v Residence ,,n Addition to Residence #of New Bedrooms *t Project Description ,W W th7)1 t Structure Dime ions 3 Z)c S� #of Occupants Basement �Y es ❑ No Basement Fixtures Yes gNo Accessory Structure(s) Describe of New Bedrooms *t if applicable Structure Dimensions #of Occupants Accessory Dwelling ❑Yes ❑ No Plumbing ❑ Yes ❑No Describe Plumbing Needed ❑ Multi-Family Residence#Units #Bedrooms per Unfelt' Total#Bedrooms *t Structure Dimensions ❑ Food Service Specify Type Seats Floor Space-Entire Food Service Facility (Sq Ft) Employees per Shift #of Shifts Dining Area(Sq.Ft) ❑ Business Specific Type of Business Retail Floor Space #of Employees per Shift #of Shifts ❑ Other Facility Type Specify If Church#of Seats Kitchen n Yes n No If Daycare Specify Occupancy Application for Well Construction/Abandonment/Repair Proposed Well Type n Individual Well H Semi-Public Well ❑ Community Well Abandonment Type ❑ Drilled ❑ Bored ❑ Dug ❑ Unknown Well Repair Requested ❑ Yes ❑No Describe Calculated Design Flow, Commercial t Additional information may be required to determine design flow from certain facilities. This value will be determined d ing consultation with on-site staff. *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on house plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system size increase in the future. t If structure is plumbed but no bedrooms, calculated design flow is required. **If No, a well permit must be issued with the Authorization to Construct SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) Improvement Permits issued as a result of this information are valid for 5 years or may be non-expiring under certain specified conditions.An Authorization to Construct issued by this department is valid for(5)five years from the date issued and is not transferable;Improvement Permits and Well Permits are transferrable. Permits may be revoked if the information on this application, site plans dr intended use changes for the'proposed facility. • I have read this application and certify that the information provided herein is true, complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rates. I understand that I am solelyresponsible for the proper identification and labeling of all property lines and comers and making the site accessible so that a complete site evaluation can be •erform • J Signature of Owner or Agent / /4/U �� Date TPrinted Name of Owner or Agen • if - ------ .... . i 4 ,4 ii lib \ 0 A • AK., 1 • 1,0 ::•,5 D co wii\it 0 fti . A. . • --Thic ID k ..,(7,-----, - \ • st _ ,-------- .. 1 . . tt \ ri af . _ . ; . . • \ i ettir------L ...„.2y,1„,,.....-----/- -7-----;—. --;--- - .. -NT • \ \ 10 \ • 1 ' Cik . .:- I \ Dc,1----------t-, - 10-t-e --------1 , ‘ \ _I \ \ ‘ 1°4 ---------t i ----I. , 4 --'. NAN -,, . I :____‘..W____:7,_„c.----------- i‘\ i . .:. " „ \ 5\ --. i ---4Z----- - - hli ....._- ! 0 , / .„.., n ---\ ... fo / k l\Co 0 ....s I I \ er -r- I \ . \ \ - \ i Tr 2 - • \ \ ,,,. , it, „_____ • ______•• if ' • I-- 11 \ k i.... .. ii ',. •-, : . \ ■., y, 1 . , - . - ' ----\--;..------- - -____. 1---------- 1 . SC kikt. 104 I I 0 • i f 1 , 1 i r 3° Catawba County Environmental Health .: ". 27.72 o 4 \es 174,9. a 75.83 Y cc w co BUFFETT G\1‘ 64,69 rb9ti 5.83 946 70.44 ' _ 103r 1 S �a kcightito 246.6 4.4 cri , . , 1:::: :? cs, - 04�} _ 11734 1 045 10/.8 - 80.00 15.71 46.70 4,ti„'r. i`Tv 101.82 113.06 s4',4 , 0 105 i . u.".-.."..�,�-.__..w.�. . ...... Doh -1. . " gin.. co. 0 N e R- Parcel: 370005096155, 1636 BUFFETT CIR 1in=50ft HICKORY, 28602 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 personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2014 Catawba County NC 04/04/2016 �r� CATAWBA COUNTY I00A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 RECEIPT PHONE: 828.465.8399 Monday, April 4, 2016 1842 sm www.catawbacountync.gov PAYOR: *JOYCE, RON *JOYCE, RON (JOYCE, RON A) PAYMENTS TRANSACTION NUMBER: TRC-649156-04-04-2016 PAYMENT DATE : 04/04/2016 PAYMENT TYPE: Check 3595 INVOICE NUMBER FEE NAME FEE AMOUNT 04-16-326798 Authorization to Construct Fee $150.00 (New/Expansion) Fee 04::18 3267,98b' s t`'F r ( - tt * •- -_3 . �. �„_ �,i� , ,.� ,_,,,,„„Improvement P ermit�Fee .. .,.�„r�.� �°� ,,,,5]5,000, TOTAL PAYMENTS : S300.00 RBPR-08-2014-19771 CASE TYPE: Residential Building Plan Review WORK CLASS. Building New SITE ADDRESS: 1636 BUFFETT CIR. HICKORY NC 28602 Owner JOYCE&ASSOCIATES INC, PO BOX 2365, HICKORY NC 28603-2365 Contractor *JOYCE, RON, PO BOX 716, HICKORY NC 28603- 13:828-381-2520 ** NO PEOPLESOFT ACCOUNT ASSIGNED ** receipt 04/04/2016 09:28 Page 1 of 1 .r,. CATAWBA COUNTY 2c e 0 Case N AUTH-09-2014-053424 Public Health Department !Cr Subdivision BERKSHIRE PLACE PH 1 17 o e c; Environmental Health Division 41.11'5"."1!... • • PIN# 370005096155 y PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 J f LO'I-i! 10 8 2 s. �.•� / k r. • •h.{Z t• Ell �. NAME ON PERMIT: JOYCE & ASSOCIATES INC, PO BOX 2365, HICKORY NC 28603-2365 Site Address: 1636 BUFFETT CIR, HICKORY NC 28602 Property Size: Square Feet 14,810.40 Acres 0.34 Directions: Hwy 127 South/left on Bethel Church Rd/right on Berkshire Dr/right on Buffett Cir/2nd lot on right Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit} " See site plan and number of additional attachments( ). Proposed Wastewater System: 50% REDUCTION Wastewater Flow 360 g.p.d Type: IIIB -SYSTEM NV/SINGLE EFFLUENT PUMP Soil LTAR: 0.3 g.p.d./ft2 Permit Category: New Septic Type of Facility: Primary Residence - House Basement? Yes Basement Plumbing? Bedrooms: 3 Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 145 gal Pump Specs: 29 GPM @ 15 TDH Pressure Head 2 ft Draw Down -7.25 in Drainfield: Total Area: 600 sq ft Total Length: 200 ft Maximum Trench Depth 36 in Aggregate Depth in Trench Width 2 ft Minimum Soil Cover 6 in Minimum Trench Separation ft on center Number of Drain Lines 4 Distribution: Pressure Manifold Pre Treatment: NONE PUMP REQUIRED Additional Specifications: *Do not grade, NI, or drive over any designated septic area. *Initial system and repair must be at least 25 ft uphill from the basement cut. 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 System Class: IVA Proposed System: 50% REDUCTION Distribution Type:: LPP Soil LIAR: 0.3 g.p.d./ft2 PUMP REQUIRED ***** OPERATOR REQUIRED • chpermil 09/05/2014 11:24 Page 1 of4 �O CATAWBA COUNTY Case 4 AUTH-09-2014-053424 _ '6 Public Health Department Subdivision BERKSHIRE PLACE PH 1 c`E 'r e0r Environmental Health Division LOD 370005096155 "� PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOl"N 10 842 w NAME ON PERMIT: JOYCE & ASSOCIATES INC, PO BOX 2365, HICKORY NC 28603-2365 Site Address: 1636 BUFFETT CIR, HICKORY NC 28602 Property Size: Square Feet 14,810.40 Acres 0.34 Directions: Hwy 127 South/left on Bethel Church Rd/right on Berkshire Dr/right on Buffett Cir/2nd lot 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 'Laws and Rules for Sewage Treatment and Disposal Systems' (I5A 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 nerind of time Robbie Phelps 09/05/2014 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 08/28/2019 No grading or construction activity is al/owed in areas designated for system and repair without approval of the Health Department. PERMIT CONDITIONS NOTES: *Do not grade, fill, or drive over any designated septic area. `Initial system and repair must be at least 25 ft uphill from the basement cut. 1 chinning 09/05/2014 11:24 Page 2 of4 Y'A Peimit# Auth-9-14-19771 CATAWBA COUNTY G Name Joyce& Associates Inc ;�� '2 Public Health Department d Address 1636 Buffett Cir ''.gyp: Environmental Health Division �-b• ' PO Box 389, IOOA Southwest Blvd,Newton NC 28658 Lot# 10 1842 w (828)465-8270 Faz (828)465-8276 TDD(828)465-8200 SITE PLAN 1 P"` io I o' co.... • t ° �--1- aw ,r = s$ A i o� -- lw II \__.- t 50 -- So' ly (us w Y . 1 OPT _ 54, t i s� 1%q N? IS r 32 k OVS.a- _ IS I 0 4 t,y,. 0 hu fielr Cir Li Scale J ' o • DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Sheet of DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID it: . ON-SITE WASTEWATER SECTION COUNTY: SOIL/SITE EVALUATION Lev 1--J Lo 7- b i l 6 3 for ON-SITE WASTEWATER SYSTEM OWNER APPLICATION DATE ADDRESS: DATE EVALUATED: /0-0 it) • PROPOSED FAC L TY: .,R Q (-IIr. PROPOSED DESIGN FLOW(.1949): 36/o PROPERTY SIZE: LOCATION OF SITE: 0"'k s I i f f l .") 1 PROPERTY RECORDED: WATER SUPPLY: 0 Private 0/Public 0 Well 0 Spring 0 Other EVALUATION METHOD: 0 Auger Boring 0 Pit 0 Cut TYPE.OF WASTEWATER 0 Sewage 0 Industrial Process 0 Mixed• • • :SOTL.:vTOTtkTIOLOCV 0101 R .,....... . 1941 ...... .. x .... .. ( ? ITROFTLEF' :GTORS. .. ...... . ..... ...., .s iSSO .SGA.?!~ � ZAN 19A1 ...... � T941 ...... ..SO'1L 1943 1944 POSTTIO'Y( .DEPTH STRUCTORt! CONSISTENCE/ WETNESS/ ....SOIL SAI'RO li StR .PCLASS :t .., :SLOPE.M .....(IN•)' ::::Tf TEXTURE .:...+�31NF,R'ALQG:Y. ..DOLOR .:DEPTH ,CLA$S HbRIZ 5 4 D-f 5?-0 hos:: nfl H-3K• Scam r 5hk SS,SP,SiwP1.�'r '3�i t 1. 3 1`IZ4b rr l/ +I V� 1 � i �� I to O).. • IB'` Z , .Sc_'sbk 55,1E SEXP, gr 4-{1 T PJ 2 • 3cL . fs. c- IStitt S.3 )SP)JFxP it `I ° . . 3 V 3 • 4 { DESCRIPTION INRLALSYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Available Space(.1945) PS PS SITE CLASSIFICATION(.194S): R SyztcmTypc(s) Ell 1 f1 EVALUATED BY: 3 ?.y a rA 2r ,a g Phz.lei OTHER(S)PRESENT: Site LTAR ,3 . 3 . COMMENTS: - • LEGEND +" use the following standard abbreviations - a SOIL .CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION CROUP F XIVRP .1955 LTAR• .1957 LTAR• CONSISTENCE STRUCTURE • CC(Cancan Slope) I S(Sand) 12-0.6 0.6-0.4 NEXP(Noncxpansivc) G(Single Grain) CV(Con=Slope) LS(loamy Sand) SEXP(Slightly Expansive) M(Massive) D(Drainage Way) EXP(F•pancive) CR(Cnmob) DS(Debris Slump) If SL(Sandy Loam) OS-0.6 0A-03 GR.(Granules) FP(Flood Plain) • L(foam) SBK(Suhangular Blocky) FS(Foot Slope) ARK(Angular Blocky) H(Head Slope) III . SCI,(Sandy Clay Loam) 0.6.03 03.0.15 • PL(Platy) L(Lineer Slope) SiL(Sill Loam) PR(Prismatic) N(Nose Slope) • CL(Clay Loam) . R(Ridge) SiC.(Silty Clay Loam) MOIST F' S(Shoulder Slope) Si(Silt) •T(Terras) FR• V (aaYFrabe) Mm Hi IV SC(Sandy Clay) 0.4-0.1 01.0.05 . FR(Friable) SS(Slightly Sticky) SiC(Silty Clay) • Fl Mem) S(Stirky) . C(Clay) VFI(Very Arm v.Very Sticky). VS(Very Sticky) . O(Organic) None • EFl(Caramels:Finn) NP(Noaplask) SP(SSghly Plow) •Adjust LTAR due to depth,conelst<nee,stnsemre,soil wetness,landscape,position,wastewater flow and quality. P(Plank) NOTES VP(Vary Flair) HORRONDEPTH In inches below nanmal soil surfers • DEPTH OF FILL In inches from land surface . RECIRICTIVE HORIZON Thickness and depth from land mince • S'PROLITE S(ruirable)ar U(wnrisable) SOIL WETP ESS Inches from land=dare to free water or inches from land=face to soil colors with chrome or less-record Mansell color chip designation CLASS/FTCA770N • S(Suitable),PS(Provisiona0y Suitable),orU(Unsuitable) Evaluation ofsapmhse shall be by pits. . Lang-tern Aceepsmze Rate(LTAR):gal/day/ft' Show profile locations and other site features(dimensions,reference or benchmark and North). ..............._...e.__l...:......... 4. < • ...._._ _.>.__. e_....e >......e • _._.......i•..._ ............e a__..4. L • • .....e !__...............e b _.._4 .• e • • ._...a._...e..:._.....__......e 4......e........_.:.. ...._..n...'...._ • • • • . DEhR(#04#44) a Review(44104)