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HomeMy WebLinkAboutRBPR-07-2015-22063.TIFSeptember 14, 2015 Richard Nelson 716 Dawnwood Ct Raleigh, NC 27609 Catawba County Public Health www.catawbacountync.gov/environmentalhealtli Environmental Health P.O. Box 389, 100-A South West Blvd., Newton, NC 28658 Phone (828) 465-8270. Fax (828) 465-8276 Re: Application for wastewater system Improvement Permit for 1318 Lytton Ln, Catawba Catawba County Health Department Case # RBPR-07-2015-22063 Dear Mr. Nelson: On 9/10/15, the Catawba County Health Department, Environmental Health Section, evaluated the above - referenced property at the site designated on the plat/site plan that accompanied your improvement permit application dated 7/31/15. According to your application the site is to serve a 4 bedroom with a design wastewater flow of 480 gallons per day. The evaluation was done in accordance with the laws and rules governing wastewater systems in North Carolina General Statute 130A-333 and related statutes and Title 15A, Subchapter 18A, of North Carolina Administrative Code, Rule .1900 and related rules. Based on the criteria set out in Title 15A, Subchapter 18A, of the North Carolina Administrative Code, Rules .1940 through .1948, the evaluation indicated that the site is UNSUITABLE for a ground absorption sewage system. Therefore, your request for an improvement permit is DENIED. The site is unsuitable based on the following: ❑ Unsuitable soil topography and/or landscape position (Rule .1940) ® Unsuitable soil characteristics (structure or clay mineralogy) (Rule .1941) ❑ Unsuitable soil wetness condition (Rule .1942) ❑ Unsuitable soil depth (Rule .1943) ❑ Presence of restrictive horizon (Rule .1944) ® Insufficient space for septic system and repair area (Rule .1945) ® Unsuitable for meeting required setbacks (Rule .1950) ❑ Other (rule .1946) These severe soil or site limitations could cause premature system failure, leading to the discharge of untreated sewage on the ground surface, in surface waters, directly into ground water or inside your structure. The site evaluation included consideration of possible site modifications, and modified, innovative or alternative systems. However, the Health Department has determined that none of the above options will overcome the severe conditions on this site. A possible option might be a system designed to dispose of sewage to another area of suitable soil or off-site to additional property. "Lending the Way to a Healthier Community" i �Op�ARO� 9 /Accredited } 1`—'Departmem- ° �tlh 2oae�aiz �rAnent P<6�� For the reasons set out above, the property is currently classified UNSUITABLE, and an improvement permit shall not be issued for this site in accordance with Rule .1948(c). However, the site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if written documentation is provided that meets the requirements of Rule .1948(d). A copy of this rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE. You have a right to an informal review of this decision. You may request an informal review by the soil scientist or environmental health supervisor at the local health department. You may also request an informal review by the NC Division of Public Health, On -Site Water Protection Branch regional soil specialist. A request for an informal review must be made in writing to the local health department. You also have a right to a formal appeal of this decision. To pursue a formal appeal, you must file a petition for a contested case hearing with the Office of Administrative Hearings, 6714 Mail Center, Raleigh, N.C. 27699-6714. To get a copy of a petition form, you may write the Office of Administrative Hearings, call the office at (919) 733-0926, or log on to the OAH website, www.oah.state.ne.us/form.htm. The petition for a contested case hearing must be filed in accordance with the provision of North Carolina General Statutes 140A-24 and 150B-23 and all other applicable provisions of Chapter 150B. N.C. General Statue 130A-335 (g) provides that your hearing would be held in the county where your property is located. Please note: If you wish to pursue a formal appeal, you must file the petition form with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. Meeting the 30 day deadline is critical to your right to a formal appeal. Beginning a formal appeal within 30 days will not interfere with any informal review that you might request. Do not wait for the outcome of any informal review if you wish to file a formal appeal. If you file a petition for a contested case hearing with the Office of Administrative Hearings, you are required by law (N.C. General Statute 15013-23) to send a copy of your petition to the North Carolina Department of Health and Human Services. Send the copy to: Office of General Counsel, N.C. Department of Health and Human Services, 1601 Mail Service Center, Raleigh, N.C. 27699-1601. Do NOT send the copy of the petition to your local health department. Sending a copy of your petition to the local health department will NOT satisfy the legal requirement in N.C. General Statute 150B-23 that you send a copy to the Office of General Counsel, NCDHHS. You may call or write the Environmental Health Section of the Catawba County Department of Public Health if you need any additional information or assistance. Sincerely, J son Boyd, REHS Environmental Health Specialist Catawba County Department of Public Health Enclosure: Copy of Rule .l 941, .1945, .1950 cc: Doug Urland, Health Director Michael E. Cash, Environmental Health Supervisor "Lending the Way to a Healthier Community" 01 CO F- �ZL }}} Accredited U-ttU ^'HeatTh �a4 O {,_ a"hepar enl-'�� 1008-301 •'GJ�•Partnl[nt �c`�c U.S. Postal ServiceTM CERTIF4ED MAILT�, RECEIPT Domestic Mail Onl ; No Insurance Covera a Provided) rIj For del ve information visit our website at www.us s.com t !ni117 Postage $ Certified Fee Return Receipt Fee (Endorsement Required) Restricted Delivery Fee (Endorsement Required) Total Postage & Fees $ l� 1o4stmark' w 1 =I_ Here US°S Sent To ------------------------ -RBPR47_ 2015-22.0.63............. Street, Apt. No. or PoBoxNo. Richard Nelson ---------- --------- , -------------------------------------------- cty srare,ZlP+4 716 Dawnwood Ct Certified Mail Provides: ❑ A mailing receipt ❑ A unique identifier for your mailpiece ❑ A record of delivery kept by the Postal Service for two years Important Reminders: ❑ Certified Mail may ONLY be combined with First -Class Mail® or Priority Mail®. ❑ Certified Mail is not available for any class of international mail. ❑ NO INSURANCE COVERAGE IS PROVIDED with Certified Mail. For valuables, please consider Insured or Registered Mail. ❑ For an additional fee, a Return Receipt may be requested to provide proof of delivery. To obtain Return Receipt service, please complete and attach a Return Receipt (PS Form 3811) to the article and add applicable postage to cover the fee. Endorse mailpiece 'Return Receipt Requested". To receive a fee waiver for a duplicate return receipt, a USPS® postmark on your Certified Mail receipt is required. ❑ For an additional fee, delivery may be restricted to the addressee or addressee's authorized agent. Advise the clerk or mark the mailpiece with the endorsement "Restricted Delivery". ❑ If a postmark on the Certified Mail receipt is desired, please present the arti- cle at the post office for postmarking. If a postmark on the Certified Mail receipt is not needed, detach and affix label with postage and mail. IMPORTANT: Save this receipt and present it when making an inquiry. PS Forrn 3800, August 2006 (Reverse) PSN 7530.02-000-9047 ® Complete items 1, 2, and 3. Also complete item 4 if Restricted Delivery is desired. is Print your name and address on the reverse so that we can return the card to you. le Attach this"card to the back of the mailpiece, or on the:front if space permits. 1. Article Addressed to: Rie,-iia t3 Nelson 716Dawnw-ood Ct Raleigh, NC 27609 2. Article Number (transfer from service label) PS!Form 381'1, February 2004 rAy-"ignature) re'L l``� Agent Addressee ed b (PrintedNme) C. Date of Delivery % - eDNo1? ElYesE 1 i° SEP 18 2015 —3. Service Type � 'Un � �rtifie Iil ress Mail 0 ❑ Return Receipt for Merchandise ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 7008 1830 0004 6-9'21-6210 Domestic Return Receipt 102595-02-M-1540 UNITED STATES POSTAL SERVICE First -Class Mail Postage & Fees Paid USPS Permit No. G-10 RBPR-07-2015-22063 • Sender: Please print your name, address, and ZIP+ jn_tREL.b'V Bx • SEP 2 12015 .Jason Boyd, REHS CATAWBA COUNTY EN RONMENTAL HEAL H Catawba County Znvit-onmental Healf PO Box 389 Newton, NC 28658 4lift�tl�,��tl�'t}�iiiy:�S�itli4i�ii14illii;i#i'i}iiili'i`i`tii 15A NCAC 18A.1 941 SOIL CHARACTERISTICS (MORPHOLOGI) (a) The soil characteristics which shall be evaluated by the local health department are as follows: (1) Texture - The relative proportions of sand, silt, and clay sized mineral particles in the fine -earth fi•actionof the soil are referred to as soil texture. The texture of the different horizons of soils shall be classified into four general groups and 12 soil textural classes based upon the relative proportions of sand, silt, andclay sized mineral particles. (A) SOIL GROUP I - SANDYTEXTURE SOILS. The sandy group includes the sand and loarry sand soil textural classes and shall be considered SUITABLE with respect to texture. (B) SOIL GROUP 11 -COARSE LOAMY TEXTURE SOILS. The coarse loamy group includes sandy loam and loam soil textural classes and shall be considered SUITABLE with respect to texture. (C) SOIL GROUP III - FINE LOAMYTEXTURE SOILS. The fine loamy group includes silt, siltloarr sandy clay loam, clay loam, and silty clay loam textural classes and shall be considered PROVISIONALLY SUITABLE with respect to texture. (D) SOIL GROUP IV -CLAYEY TEXTURE SOILS. The clayey group includes sandy clay, silty clay, and clay textural classes and shall be considered PROVISIONALLY SUITABLE with respect to texture. (E) The soil textural class shall be determined in the field by hand texturing samples of each soil horizon in the soil profile using the following criteria: (i) Sand: Sand has a gritty feel, does not stain the fingers, and does not form a ribbon or ball when wet or moist. (ii) Loamy Sand: Loamy sand has a gritty feel, stains the fingers (silt and clay),fomu aweak ball, and cannot be handled without breaking. (iii) Sandy Loam: Sandy loam has a gritty feel and forms a ball that can be pickedupwith the fingers and handled with care without breaking. (iv) Loam: Loam may have a slightly gritty feel but does not show a fingerprint and forms only short ribbons of from 0.25 inch to 0.50 inch in length. Loam will form a ballthatcan be handled without breaking. (v) Silt Loam: Silt loam has a floury feel when moist and will show a fingerprint but willnot ribbon and forms only a weak ball. (vi) Silt: Silt has a floury feel when moist and sticky when wet but will not ribbon and fonrna ball that will tolerate some handling. (vii) Sandy Clay Loam: Sandy clay loam has a gritty feel but contains enough clay to forma firm ball and may ribbon to form 0.75 -inch to one -inch long pieces. (viii) Silty Clay Loam: Silty clay loam is sticky when moist and will ribbon from one to two inches. Rubbing silty clay loam with the thumbnail produces a moderate sheen. Silty clay loam produces a distinct fingerprint. (N) Clay Loam: Clay loam is sticky when moist. Clay loam forms a thin ribbon ofonetotvvo inches in length and produces a slight sheen when rubbed with the thumbnail. Clay loam produces a nondistinet fingerprint. (x) Sandy Clay: Sandy clay is plastic, gritty, and sticky when moist and forms afumballand produces a thin ribbon to over two inches in length. (xi) Silty Clay: Silty clay is both plastic and sticky when moist and lacks any gritty feeling. Silty clay forms a firm ball and readily ribbons to over two inches in length. (xii) Clay: Clay is both sticky and plastic when moist, produces a thin ribbon overtwo inches in length, produces a high sheen when rubbed with the thumbnail, and forms a strong ball resistant to breaking. (F) The Department may substitute laboratory determination of the soil textural class as defined in these Rules by particle -size analysis ofthe fine -earth fraction (less than 2.0 min in size) usingthe sand, silt, and clay particle sizes as defined in these Rules for field testing when conducted in accordance with ASTM (American Society for Testing and Materials) D-422 procedures forsieve and hydrometer analyses which are hereby adopted by reference in accordance with G.S. 15013-14(c). For fine loamy and clayey soils (Groups III and IV), the dispersion time shall be increased to 12 hours. Copies may be inspected in and copies obtained from the Department of Environment, Health, and Natural Resources, Division of Environmental Health, P.O. Box27687, Raleigh, North Carolina 27611-7687. (2) Soil Structure - The following types of soil structure shall be evaluated: (A) CRUMB AND GRANULAR SOIL STRUCTURE - Soils which have crumb or granular structure shall be considered SUITABLE as to structure. (B) BLOCK -LIKE SOIL STRUCTURE - Block -Like Soil Structure with peds 2.5 cm (1 inch) or less in size shall be considered PROVISIONALLY SUITABLE as to structure. Block -like soil structure with peds greater than 2.5 cm (1 inch) in size within 36 inches of the naturally occurring soil surface shall be considered UNSUITABLE as to structure. (C) PLATY SOIL STRUCTURE- soils which have platy soil structure within 36 inches ofthenaturally occurring soil surface shall be considered UNSUITABLE as to structure. (D) PRISMATIC SOIL STRUCTURE - Soils which have prismatic soil structure within 36inches ofthe naturally occurring soil surface shall be considered UNSUITABLE as to structure. (E) ABSENCE OF SOIL STRUCTURE - Soils which are single grained and exhibit no structural aggregates shall be considered SUITABLE as to structure. Soils which are massiveande�hibitno structural peds within 36 inches of the naturally occurring soil surface shall be considered UNSUITABLE as to structure. (F) Structure shall be evaluated using Soil Taxonomy, Appendix I, which is hereby adopted by reference in accordance with G.S. 15013-14(c). Copies may be inspected in, and copies obtained firon-L the Department of Environment, Health, and Natural Resources, Division of Environmental Health, P.O. Box 27687, Raleigh, NC 27611-7687. (3) Clay Mineralogy - Along with soil texture, the mineralogy of the clay -sized fraction detemmresthedegreeto which some soils swell when wetted and thereby affects the size and number of pores available for movement of sewage effluent through the soil. There are two major types of clays, including the l:lclays, such as Kaolinite, which do not shrink or swell extensively when dried or wetted; and the 2:1 clays, including mixed mineralogy clays, such as clays containing both Kaolinite and Montmorillonite that will shrink and swell when dried and wetted. The type of clay minerals in the clay -sized fraction shall be determined by a field evaluation of moist soil consistence or of wet soil consistence using SoilTamnomy, Appendix I, which is hereby adopted by reference in accordance with G.S. 15013-14(c). The Departrreritrruy substitute laboratory determination of the expansive clay mineralogy as defined in these Rules for field testing when conducted in accordance with ASTM D-4318, procedures A and B, for the determinationof liquid limit, plastic limit, and plasticity indexof soils. These procedures are hereby adopted by referencein accordance with G.S. 15013-14(c). If the liquid limit exceeds 50 percent and the plasticity index exceeds 30, the soil shall be considered as having an expansive clay mineralogy. Copies may be inspected in, and copies obtained from, the Department of Environment, Health, and Natural Resources, Division of Environmental Health, P.O. Box 27687, Raleigh, NC 27611-7687. (A) SLIGHTLY EXPANSIVE CLAYMINERALOGY- Soils which have loose, very friable, friable orfirm moist soil consistence, or have slightly sticky to sticky or nonplastic, slightly plastic to plastic wet soil consistence, are considered to have predominantly 1:1 clay minerals and shall be considered SUITABLE as to clay mineralogy. (B) EXPANSIVE CLAY MINERALOGY - Soils which have either very firm or extremely firmrrnistsoil consistence, or have either very sticky or very plastic wet soil consistence, are consideredtohave predominantly 2:1 clay minerals (including mixed mineralogy clays) and shall be considered UNSUITABLE as to clay mineralogy. (4) Organic Soils - Organic soils shall be considered UNSUITABLE. (b) Where the site is UNSUITABLEwith respect to structure or clay mineralogy, it may be reclassified PROVISIONALLY SUITABLE after an investigation indicates that a modified or alternative systemmay be installed in accorrlance with Rule.1956 or Rule .1957 of this Section. History Note: Authority G.S. 130A -335(e); Eff. July 1, 1982; Amended Eff. January 1, 1990. 15A NCAC 18A.] 945 AVAILABLE SPACE (a) Sites shall have sufficient available space to permit the installation and proper functioning of ground absorption sewage treatment and disposal systems, based upon the square footage of nitrification field required for the long4ermacceptancerate determined in accordance with these Rules. (b) Sites shall have sufficient available space for a repair area separate from the area determined in Paragraph (a)ofthis Rule. The repair area shall be based upon the area of the nitrification field required to accommodate the installation ofareplacement system as specified in Rule .1955, .1956, or .1957 of this Section. Prior to issuance of the initial Improvement Permit forasite, the local health department shall designate on the permit the original system layout, the repair area, and the type of replacement system. (c) The repair area requirement of Paragraph (b) of this Rule shall not apply to a lot or tract of land: (1) which is specifically described in a document on file with the local health department on July 1, 1982, or which is specifically described in a recorded deed or a recorded plat on January 1, 1983; and (2) which is of insufficient size to satisfy the repair area requirement of Paragraph (b) of this Rule,as determined by the local health department; and (3) on which a ground absorption sewage treatment and disposal system with a design daily flow of: (A) no more than 480 gallons is to be installed; or (B) more than 480 gallons is to be installed if application for an improvement permit which meetsthe requirements of Rule .1937(c) of this Subchapter is received by the local health department onor before April 1, 1983. (d) Although a lot or tract of land is exempted under Paragraph (c) from the repair area requirement of Paragraph (b), the maximum feasible area, as detennined by the local health department, shall be allocated for a repair area. History Note: Authority G.S. 130A -335(e) and (j); Eff. July 1, 1982; Amended Eff. February 1, 1992; July 1, 1 983;January 1, 1983. 15A NCAC 18A.1950 LOCATION OF SANITARY SEWAGE SYSTEMS (a) Every sanitary sewage treatment and disposal system shall be located at least the minimum horizontal distance fi•omthe following: (1) Any private water supply source, including any well or spring 100 feet; (2) Any public water supply source 100 feet; (3) Streams classified as WS -1 100 feet; (4) Waters classified as S.A. 100 feet, from mean high water mark; (5) Other coastal waters 50 feet, from mean high water mark; (6) Any other stream, canal, marsh, or other surface waters 50 feet; (7) Any Class I or Class II reservoir 100 feet, fiom normalpool elevation; (8) Any permanent storm water retention pond 50 feet, from flood pool elevation; (9) Any other lake or pond 50 feet, from normalpool elevation; (10) Any building foundation 5 feet; (11) Any basement 15 feet; (12) Any property line 10 feet; (13) Top of slope of embankments or cuts of 2 feet or more vertical height 15 feet; (14) Any water line 10 feet; (15) Drainage Systems: (A) Interceptor drains, foundation drains, and storm water diversions (i) upslope 10 feet, (ii) sideslope 15 feet, and (iii) downslope 25 feet; (13) Groundwater lowering ditches and devices 25 feet; (16) Any swimming pool 15 feet; (17) Any other nitrification field (except repair area) 20 feet; (b) Ground absorption sewage treatment and disposal systems may be located closer than 100 feet from a private water supply, except springs and uncased wells located downslope and used as a source of drinking water, for repairs, space limitations, and other site -planning considerations but shall be located the maximum feasible distance and in no case less than 50 feet. (c) Nitrification fields and repair areas shall not be located under paved areas or areas subject to vehicular traflic. Ifeffluent is to be conveyed under areas subject to vehicular traffic, ductile iron or its equivalent pipe shall be used. However, pipe specified in Rule .1955 (e) may be used if a minimum of 30 inches of compacted cover is provided over the pipe. (d) In addition to the requirements of Paragraph (a) of this Rule, sites to be used for subsurface disposal fordesign unitsAali flows over 3,000 gallons per day, as detennined in Rule.] 949 (a) or (b) of this Section, which include one or more nitrification fields with individual capacities of greater than 1,500 gallons per day, shall be located at least the minimum hori�Dntaldistance from the following: (1) Any Class I or II reservoir or any public water supply source utilizing a shallow (under 50 feet) groundwater aquifer 500 feet; (2) Any other public water supply source, unless determined to utilize a confined aquifer 200 feet; (3) Any private water supply source, unless determined to utilize a confined aquifer 100 feet; (4) Waters classified as SA 200 feet, from mean high water mark; (5) Any waters classified as WS -I 200 feet; (6) Any surface waters classified as WS -II, WS -III, B, or SB 100 feet; and (7) Any property line 25 feet. (e) Collection sewers, force mains, and supply lines shall be located at least the minimum horizontal distance from the following: (1) Any public water supply source, including wells, springs, and Class I or Class 11 reservoirs 100 feet, unless constructed of leakproof pipe, such as ductile n -on pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may be reduced to 50 feet; (2) Any private water supply source, including wells and springs 50 feet, unless constructed of similar leakproof pipe, such as ductile iron pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may be reduced to 25 feet; (3) Any waters classified as WS -I, WS -II, WS -III, B, SA, or SB 50 feet, unless constructed of similar leakproof pipe, such as ductile iron pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may be reduced to 10 feet; (4) Any other stream, canal, marsh, coastal waters, lakes and other impoundments, or other surface waters 10 feet; (5) Any basement 10 feet; (6) Any property line 5feet (7) Top of slope of embankments or cuts of two feet or more vertical height 10 feet; (8) Drainage Systems: (A) Interceptor drains, storm drains, and storm water diversions 5 feet; (B) Ground -water lowering ditches and devices 10 feet; (9) Any swimming pool 10 feet; (10) Any other nitrification field 5 feet. (f) Sewer lines may cross a water he if 18 inches clear separation distance is maintained, with the s ewerline passing underthe water line. When conditions prevent an 18 -inch clear separation from being maintained or whenever it is necessary for the water line to cross under the sewer, the sewer line shall be constructed of ductile iron pipe or its equivalent andthewaterline shall be constructed of ferrous materials equivalent to water main standards for a distance of at least ten feet on each side of the point of crossing, with full sections of pipe centered at the point of crossing. (g) Sewer lines may cross a storm drain if: (1) 12 inches clear separation distance is maintained; or (2) the sewer is of ductile iron pipe or encased in concrete or ductile iron pipe for at least five feeton eitherside of the crossing. (h) Sewer lines may cross a stream if at least three feet of stable cover can be maintained or the sewer line is of ductile iron pipe or encased in concrete or ductile iron pipe for at least ten feet on either side of the crossing and protected against t he normal range of high and low water conditions, including the 100 -year flood/wave action. Aerial crossings shall be by ductile iron pipe with mechanicaljoints or steel pipe. Pipe shall bean chored for at least ten feet on either side of the crossing. (i) Septic tanks, lift stations, wastewater treatment plants, sand filters, and other pretreatment systems shall not be located in areas subject to frequent flooding (areas inundated at a ten-year or less frequency) unless designed and installed to be watertight and to remain operable during a ten-year storm. Mechanical or electrical components of treatment systems shall be above the 100 -year flood level or otherwise protected against a 100 -year flood. History Note: Authority G.S. 130A -335(e) and (f); Eff. July 1, 1982; Amended Eff. January 1, 1990; October], 1982. 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-7-15-22063 Owner: Compass Blda and Realtv Applicant: Address: 1318 Lvtton Lane Date Evaluated: 9/10/2015 Proposed Facility: 4 BR home Design Flow (.1949) 480 Property Size: Location of Site: Property Recorded: Water Supply: pvt well [ ] Spring [ ] Other Evaluation Method: pits by contractor [ ] Cut Type of Wastewater: X Sewage [ ] Industrial Process [ ] Mixed T'z -°.{.`.::'x: is:-;� I• ,.,;, ,��,::. >�p..:;a �r; ,_;,r.�>�gv� ,ss3? ?E;;y,': .I;i„y,< I �;pa-;, '. i8 �gg bSL; :.t �i. 46, °s sg , i',{.� •Y,#,���i��' ,°., & �'« ,. r.. -'r4� � 4 S,O,,IL'11IIO,RPW.OLCOGY_F1'_""1'­1. F 2 � .1941 P R F , , Q ILE FA T�°� R zI M' " �. ., i -z r„ i",r` Yr.Y.i;.. k y .. .sr, ,. /; "5s fi'.e Ar.:e,� » N,;{4 I!a1i .s, a "ii., :I . ":1940.;' cr�`,'!. ?' r;;;c.; . °:1""942:.._ , s t.. _ _;; �L`".'Horizon1 rtandsca e"�,194 `I' 'a Landscape �:� %::3„-< ;'�.h.•y-; :.5oi , i; . ":1.9%33: �'::--1956.;; ''1'94`4°b "� : .,.Profile. 'rK•• , ._ • {,./ �. .K ;A, •,{,,q,. °ar 'r r; •.,,: r7 '?r. ? >is=tic;" z Y:d ws � {',�. roYe..,> � •... „fie �t " .; '{�04, p�u' � � zl;.fi,t..ai�gu Alye�.>,,+. -�. �..'. � .,,, /+ E"�i;; ' PoM16`h7,'2 : ••Depth,, `:Structure/ ' >yC , si`s ,... apr ori tence' VVetnessi Soil' S Restr. lass ;, opelo .; . , , IN, ;:7extu e;;, ; Mi eralo ::;gid„, Z ' Colon.:: „', ,De"`th IW)jj :`Class's-Horiz” =µ& LTAR .9 1 CC 4-6% 0-6" topsoil 6-48" + SCVWSbk SS SP SEXP VFI 48" PS .2 2 I same as 1 3 CC 2-3% I 0-6" top soil 6-30" SC, VWSbk SS SP SEXP Vfi 30" LIS .2 30-48" SC M SS SP SEXP vFi 4 5 6 7 Description Initial System Repair System Other Factors (.1946): Available Space (.1945) US US Soil Evaluation By: Jason Bovd System Type(s) Others Present: Mike Cash Site LTAR .2 .2 Site Classification (.1948): PS Site Evaluation By: Others Present: Sheet: COMMENTS: approx 3500 sq ft of usable space for possible drip between house and 50' buffer FILE #: Landscape Position Group Texture R -Ridge I S -Sand SS -Shoulder Slope LS -Loamy Sand LS -Linear Slope CR -Crumb FS -Foot Slope II SL -Sandy Loam NS -Nose Slope L -Loam HS -Head Slope ABK-Angular Blocky CC -Concave Slope III SI -Silt CV -Convex Slope SICL-Silty Clay T -Terrace Loam FP -Flood Plain CL -Clay Loam SCL-Sandy Clay Loam IV SC -Sandy Clay SIC -Silty Clay C -Clay Consistence Moist VFR-Very Friable FR -Friable FI -Firm VFI-Very Firm EFI-Extremely Firm Consistence Wet NS -Non -Sticky SS -Slightly Sticky S -Sticky VS -Very Sticky NP -Non -Plastic SP -Slightly Plastic P -Plastic VP -Very Plastic Li .1955 LTAR Structure 1.2 - 0.8 SG -Single Grain M -Massive CR -Crumb 0.8-0.6 GR -Granular SBK-Subangular Blocky ABK-Angular Blocky 0.6-0.3 PL -Platy PR -Prismatic 0.4 - 0.1 Mineraloav SEXP-Slightly Expansive EXP -Expansive Sketch of Soil Evaluation Locations SC� Contractor Land Owner THIS IS NOT A PERMIT Case # RBPR-07-201 5-22063 CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES Residential Building Plan Review - Building New IMPROVEMENT - AUTH CONST COMPASS BUILDING & REALTY, LLC (MARK VOLAR), 638 RIVER SIDE FIWY SUITE F. MOORESVILLE NC 28117 13.704483 3 63 3 F.7044837426 INFO@COMPASSBANDR.COM NELSON THOMAS C HEIRS, 716 DAWNWOOD CT, RALEIGH NC 27609 Owner RICHARD NELSON, 716 DAWNWOOD CT, RALEIGH NC 27609 NAME TO APPEAR ON PERMIT SITE ADDRESS: 1318 LYTTON LN, CATAWBANC 28609 PIN # 461901192539 NAME of SUBDIVISION: OLD MILL SUBDIV Lot # 17 Section/Block PROPERTY SIZE: Square Feet Acres 052 DIRECTIONS: 10E/ right Murray's Mill Rd/ sharp left onto Sherrills Ford Rd / left Molly's Backbone/ right on Rowe SU 2nd right Lytton/ on left PRIMARY CONTACT: SEWER TYPE: Public Sewer GALLONS PER DAY: 480 WATER SUPPLY: Private Well DESCRIBE WORK: 1 story dwelling w/ attached garage (no basement) 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: STRUCTURE TYPE: FACILITY TYPE: Single Family Residence DESCRIPTION OF I vacant lot EXISTING STRUCTURES ON SITE (IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: New Structure PRIMARY RESIDENCE OTHER DESCRIPTION: # OF OCCUPANTS: 2 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 66 x 90 # OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No Desired system types (Improvement Permit or Authorization to Construct) ACCEPTED: ALTERNATIVE' OTHER: INNOVATIVE Other described. PLUMBING REQUIRED? Yes CONVENTIONAL: ANY: YES E9 - ehapphcation 073 112015 16:08 Page I of 4 �n CATAWBA COUNTY Case a RBPR-07-201 5-22063 2 Public Health Department Subdivision OLD MILL SUBDIV Environmental Health Division PIN# 461901192539 PO Box 389, 100-A Southwest Blvd, Newton. NC 28658 Ig 2 NAME ON PERMIT Site Address: 1318 LYTTON LN, CATAWBANC 28609 Property Size: Square Feet Acres 0.52 Directions: 10E/ riqht Murray's Mill Rd/ sharp left onto Sherrills Ford Rd / left Molly's Backbone/ right on Rowe SU 2nd right Lytton/ on left 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, complete and correct Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeli g of all property lines and corners and making the site accessthat a complete site evaluation can be performed Date: / J Signature of Applicant or Agent An Lnvironmental Health Specialist will contact you within 7vo"Isiniz days of application date. If you need further information or assistance please call 828-466-7291 AREA1 FEENAME DATE FEE AMOUNT Authorization to Construct Fee (New/Expansion) 07/31/2015 $300.00 Fee Improvement Permit Fee 07/31/2015 $150.00 TOTAL FEES $450.00 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) F9 - ehapplication 07/31/2015 16 08 Page 2 of 4 CeTHIS IS NOT A PERMIT �[d\t [l, fivTe�� B e Y�1��L`, CATAWBA COUNTY HEALTH DEPARTMENT Application for Environmental Services Page 1 Improvement Permit 0 Authorization to Construct ®❑ Septic Repair ❑ Septic Malfunction ❑ Septic Expansion ❑ New Well Permit ❑ Replacement Well ❑ Well Abandonment ❑ Well Repair ❑ Existing System Inspection (Pre -Approval Required) ❑ Application is for New Construction Q Existing Facility ❑ Property Address 1318 Lytton Ln Catawba, NC 28609 Subdivision Old MITI Lot # 17 Acres .52 Section/Block/Phase Driving Direct tons to Properth' To Hwy 10 turn right on Murray's mtll Rd, take sharp left onto SherrilIs Ford Rd, turn left on Molly's Backbone, turn right on Rowe all take 2nd right onto Lytton on left NAME TO APPEAR ON PERMIT? 0 Owner ❑ Applicant ❑® Contractor Applicant Contact Information Nanic Compass Building & Realty LLC Address 638 River Hwy Suite F, Mooresville NC 28117 Phone 704-483-3633 Cell Phone Owner Contact Information Name Richard Nelson Address 716 Dawnwood Ct, Raleigh, NC 27609 Phone 704-605-4108 I Cell Phone Contractor Contact Information Name Compass Building & Realty LLC Address 638 River Hwy Suite F, Mooresville NC 28117 Phone 704-483-3633 I Cell Phone WHO WILL BE THE PRIMARY CONTACT? ❑ Owner ❑ Applicant ®❑ Contractor Description of Existing Structures on Site NCt C?X 1 Si�r�S� # of Bedrooms * j Structure Dimensions C� # of Occupants Basement ❑ Yes ❑ No Basement Fixtures ® Yes ® No The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is " yes., applicant must attach supporting documentation. El Yes ❑ No Does the site contain any jurisdictional wetlands' ❑ Yes ❑ No Docs the site contain any existing wastewater systems'? ❑ Yes 17 No Is anv wastewater going to be generated on the site other than domestic sewage'' yes ❑ No is the site subject to approval by any other public agency? ❑ Yes RNo Are there any easements or right of ways on this property'? Describe Exist Comity/City/Tion use Water Linc Is public water supply, g pp U Individual Well Comnmmty Well U Sen1i-Public Well p pp available" Yes No If applying for an Improvement Permit or Authorization to Construct, Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) 0 Accepted ❑ Alternative 0 Conventional 0 Imloyative 0 Other LWAin CATAWBA THIS IS NOT A PERMIT cuu�'ry CATAWBA COUNTY HEALTH DEPARTMENT -Application for Environmental Services Page 2 Proposed Facility Type MI Primary Residence 0 New Residence ❑ Addition to Residence # of New Bedrooms *t 4 Project Description c�,l c�\ Structure Dimensions 66;,S X C%J r I # of Occupants Basement ❑® Yes ❑ No Basement Fixtures Yes ® No ❑ AccessoryStructures) 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 Unit*t Total # Bedrooms *t Structure Dimensions Food Scrvtcc Specify T),pe # Scats Floor Space -Entire Food Service Facility (Sq Fit # Emplovices per Shift # of Shifts Dining Area (Sq Ft.) ❑ Business Speciric Tvpe of Business Retail Floor Space # of Emplo) ccs per Shift # of Shifts ❑ Other Facility Tvpe SpecifN If Church # of Seats Kitchen ❑ Yes ❑ No If Daycare Specify Occupancy Application for Well Construction/Abandonment(Rel)air Proposed Well Tvpe ® Individual Well ❑ Semi -Public Well ❑ Commmniity Well Abandonment Type Fl Drilled E] Bored El Dug L] 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 during, consultation with on-site staff. *Any room that mll be intended for sleeping at the time of construction or for future consideration should be noted as it bedroom and counted on all applications The number of'bedrooms moll be cont irried bN rooms identified on house plans as a bedroom at the time of building permit issi.cmce. This may prevent the need for septic system size increase in the future t If structure is phvnbcd but no bedrooms, calculated design clow 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 Nears- or may be non -expiring render certain specified conditions An Authorization to Construct issued by this department is valid for (5) five years from the date issued and is not translerable. Improvement Permits and Well Permits are transferrable. Permus may be revoked if the information on this application, site plans or intended use changes for the proposed facdrtN. I have read this application and cerufv that the information pit ovided herein is tore, complete and correct Autlwrized eca nty and state officials are wanted right of entry to conduct necessary inspections to determine compliance with applicable laws and miles i understand that I am solely responsible Ibr the proper identification and labeling of all propem lines and comers and making the site accessible so that a complete site evaluation can be performed 4. Signature of Owner or Agent Date , I (��l ilii I /. �� Dale Printed Name of Owner or Agent Lw% 19 [nnA'\ Catawba County Environmental Health Parcel: 461901192539, 1318 LYTTON LN 1 in=50ft CATAWBA, 28609 This map/report product was prepared from the Catawba County, NC Geospaaal 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 07/31/2015 ,FI.pIPE 7oa (Jj �4 SINE! �t u 1,9. 't ! J j D�fKONLINE j 0g x / fiFj b9,�� CL. jAZ O 1 Parcel Report Parcel Report- Catawba County NC Parcel Information: Parcel ID: 461901192539 Parcel Address: 1318 LYTTON LN City: CATAWBA, 28609 LRK(REID): 15324 Deed Book/Page: 2707/1162 Subdivision: OLD MILL SUBDIV Lots/Block: 17/ Last Sale: Plat Book/Page: 14/105 Legal: LOT 17 17 MAP 3 PL 14-105 PL 14-105 Calculated Acreage: .520 Tax Map: 014BY 03017 Township: CATAWBA State Road #: Tax/Value Information: Tax Rates(pdf) City Tax District: All in County County Fire District: SHERRILLS FORD Building(s) Value: $10,800 Land Value: $161,600 Assessed Total Value: $172,400 Year Built/Remodeled: / Current Tax Bill Miscellaneous: Building Permits for this parcel. Building Details WaterShed: WS -IV Critical Area Voter Precinct: P21 Parcel Report Data Descriptions List all Owners Deed History Report Owner Information: Owner: NELSON THOMAS C HEIRS Owner2: Address: 716 DAWNWOOD CT Address2: City: RALEIGH State/Zip: NC 27609-4621 School Information: School District: COUNTY Elementary School: CATAWBA Middle School: MILL CREEK High School: BANDYS School Map Zoning Information: Zoning District: COUNTY Zonings: R-30 Zoning2: Zoning3: Zoning Overlay: CRC-O,WP-O,FPM-O Small Area: SHERRILLS FORD Split Zoning Districts: / Zoning Agency Phone Numbers Firm Panel Date: 2008-03.18 Firm Panel #: 3710461900K 2010 Census Block: 1019 2010 Census Tract: 011503 Agricultural District: Assessment Report Page 1 of 1 This map/report product was prepared from the Catawba County, INC 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 mart/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 cr 14abtltly, whether duect, indirect or consequential which arises or play arise from this map/report product or the use thereof by any person or entity © 2015, Catawba County Government, North Carolina. All rights reserved. http://gis.catawbacountync.gov/noniap/parcel_report.plip?key=461901192539&typ=P 7/31/2015