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HomeMy WebLinkAboutIMPV-05-2023-195883.tif /eta rAT+1Mat(1N\t\ - y rbN..Ikdr►tsrt..,,,,,* • '/-ti,....- LAKEPOµNTE NORTH PH 2 l n annnewd Walk l►.,..., M+r sElltl)1 I T ow j PON.,s` :'(.n.e+-v.,r,Is•., %km,... *w ;mu tlilr Sat Address: 9223 GRAYSON GREEN LN SNL•BRILLS FORD NC 28673 Pisan inn Perwrk SAVANI4AN WTBRER Property Sam: Acres 0 bt e t?rrecnsea Take Shames Ford Rd to Island Poole Rd.Turn left on Carnets Peones,Turn left on Grayson Green Ln i Property 2nd tot on left 1 ()ntier/Authorized Representative AeknnM ledgcmcnt of Permit Receipt x _ (cant.) that l am the ounce or authorizes!agent Courser's authorization requarnb ri.rrv.rung the.tuner of the(rope t*desk-Mrs!ohm e. NAs the property owner or authorized representative,I hose received the abo,c referenced permit(s)as requested in the application for scn ice RBPR-05.-2023-I421s,by the following method(s): Receised in Person Facsimile Transmittal(Return firm with signature required) 4 Electronic Image Transmittal E-mail (Return receipt required) t "1'\1 As the property owner or authorized representative I hase rc,levied 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 sad Disposal Systems(15A NCAC 111A.1900), asdlor Weil Construction Stsadsrds(I SA NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and'or water supply cell permitted. Permit Issue Date:05/1Il2023 OwncnAuthorinod Rcprtscntative Signaturcc \ .-11t, Date 0 511CI 12b_._ Docnaxntatiou of Permit(*)Transmittal (permit tranmitted by electronic or other means) Permit transmitted by_ __ (name of persuis 3etuLn1;permit) Signature l)ate'Titne !�)D')3 Method: _Fat .l F.mail US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wane tto hear front yatrlease Rain a few ntontenes tto corrrpleee our custtor,ter serr4ce survey atl http://rww.surveyraonYey.com/s/EHCuutonrerServke pa+4anr,A.hwc6b4 ha. epernit County:Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier:462801271307 Issued To:Savannah Webber Property Location: 9223 Grayson Green Lane; Sherrills Ford, NC, 28673 Subdivision:Lakepointe North Ph 2 Lot is 86 Block: Section: LSS Report Provided: Yes© No 0 if yes,name and license number of LSS:Jeff Vaughan, 1227 New 0 Repair 0 Expansion 0 System Relocation 0 Proposed Structure:Single Family Residence Proposed Wastewater System Type:Gravity, 25% Reduction (Initial) Gravity, 25% Reduction (Repair) Fill System:❑Yes 0 No if yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPO Proposed LTAR(Initial):0.3 Proposed LTAR(Repair):0.3 Design Wastewater Strength:0 domestic 0 high strength 0 industrial process Number of bedrooms:4 Number of Occupants:8 Other: Pump Required: 0 Yes ®No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: 0 Yes 0 No if yes,please specify details: Type of Water Supply:0 Private well 0 Public well 0 Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes 0 No 0 Drainfield location meets requirements of Rule.1950: Yes 0 No 0 Permit valid for:0 Five years(site plan submitted pursuant to GS 130A-334(13a)J 0 No expiration(plat submitted pursuant to GS 130A-334(7a)J Permit conditions: Licensed Soil Scientist Print Name:Jeff Vaughan Licensed Soil Scientist Signature: / Date:01/25/2023 The LSS evaluation is being submitted pursuant to and meats the requirements of G.S.130A-335(a2). 'See attached site sketch* 9223 Grayson Green Ln County: Catawba This Section for Local Health Department Use Only Initial submittal received: 5/1/23 by RP Date Initials Permit Number: )MPV-05-2023-195883 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an application for an improvement permit submitted pursuant to subsection (a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S. 130A-335(a3)the improvement permit application is: ❑ Incomplete(If box is checked, information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: © Complete Ati State Authorized Agent: Date of Issuance: 5/16/23 This Improvement Permit is issued pursuant to G.S. 130A-335(a2),(a3),and(a4)using the signed and sealed LSS/LG evaluation(s) attached here. The issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to revocation if the site plan,plat,or the intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. The Improvement Permit shall not be affected by a change in ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities imposed by statute or in common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 5/16128 *See attached site sketch* ZIAVI?ii Engineers and Soil Scientists S i`SE Agri-waste Tect,no'ogy, Inc. 501 N.Salem Street, Suite 203 • i•,.i .apex, North Carolina 275i07_ _ t;. • ••.e f t 919-859-0669 :MVJ4V_8Gr14VSSt'.COm — # /01,t t / 4.1P. a1le. � t1•� .,� 122 es, Soil Suitability for Domestic Sewage Treatment and Disposal Systems 9223 Grayson Green Lane,Sherrills Ford,NC 28673 Catawba County PIN:462801271307 PREPARED FOR: Savannah Webber, Client PREPARED BY: Jeff Vaughan, Licensed Soil Scientist Trevor Hackney, Environmental Scientist DATE: January 23, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated from December 16, 2022, for the property located at 9223 Grayson Green Lane, Sherrills Ford, NC. Jeff Vaughan and Trevor Hackney of Agri-Waste Technology, Inc. (AWT) conducted the soil evaluation: This evaluation was done to facilitate permitting for a 4- bedroom home. This report and attached documents were prepared to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3). The LSS evaluation is being submitted pursuant to and meets the requirements of G.S I30A-335(a2). A drawing of the site plan, septic layout,and boring locations is included in Attachment 1. Profile descriptions for each boring are included in Attachment 2. The total property area is 0.84 acres. The property is entirely wooded. The home is proposed near the front of the property with the septic system proposed just behind the home. The proposed system is a gravity dosed chamber style trench with parallel distribution. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment 1 details the property boundaries (as surveyed by Dedmon Surveys), soil boring locations, and layout of drain field trenches (Completed by AWT). Four soil borings were assessed on the property. Soil borings were examined to determine soil suitability for on-site sewage disposal systems in accordance with 15A 18A .1900 Rules for Sewage Treatment and Disposal Systems. These borings were advanced with a hand auger. All soil borings arc being utilized for the drain field area. 1 A septic layout was performed to demonstrate available space(.1945). The layout in Attachment 1 indicates there is available space for a four-bedroom primary and repair septic system utilizing the 25%reduction of chamber style trenches. The proposed LTAR(Long Term Acceptance Rate) by AWT is 0.3 GPD/ft2. The soils on this property are group IV soils within the distribution and treatment zone as used to define the LTAR Since usable slope corrected soil depths meet or exceed 30"AWl'is recommending the use of chamber style trenches to utilize the 25%reduction. With a LTAR of 0,3 GPD/ft2, 400 linear feet of chamber trench is necessary to support a four- bedroom home initial system. The repair field will also require 400 linear feet of chamber trench. The maximum trench bottom should not exceed 18". The attached drawing proves that 400 linear feet of trench can be installed for the primary system and 400 linear feet of trench can be installed for the repair system with the proposed home location. Any disturbances or grading done in the usable area will change the potential of using the area designated for a drain field, Prior to moving forward with building on the property, Catawba County Environmental Health Department should be contacted to complete the necessary review of this documentation to issue an IP(Improvement Permit)for the property and the CA(Construction Authorization). Conclusions An IP(Improvement Permit) and CA (Construction Authorization)for this property can be issued with the site plan that is in Attachment I. A CA permit will be required in order to secure a building permit for the property. The county issues an Operation Permit after the system has been installed to meet the specifications of the Authorization to Construct. Additional septic layouts have been or will be performed as needed. It will be critical to not disturb any of the proposed septic area or there is a risk that the IP and CA will be revoked. This AOW 1PE submittal is pursuant to and meets the requirements of G.S. 130A-335(a2)and 05). We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, Zi-e/l -"t l:QW Jeff Vaughan Trevor Hackney O - - — _ . — _ . ._ _ .— — M/a 4 ,OS i -4I — 3cvMaxoaasr t8'fi t i 3.£E.90.tIligiliNIIIIN .:S — , Ws : cil r i \ ‘ P4 y t$ _ ors' o may. ! I f IA g .01\ -- I iii ; r a + 1—j cn oi NO <0 X • - '4—* ' 0 fit o m .y. r • 1 N , -I! (C v ® #. 0 '�'�" .Ls'8ft ' S£,i2A9 N - �t/a T 0•0 n Mh1 a1'ISRd.09 aVo11.1 N10d(MIS' illi MA M/a i I �# ! a I 3' §I ON Imp ifiq a „ v N �! 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Susannah Weser APPLICATION DATE 01/20/2023 ADDRESS: 9223 Grayson Green Ln.Sherrills Ford.NC DATE EVALUATED: 12/16/2022 PROPERTY ID: 462801271307 COUNTY: Catawba PROPERTY RECORDED: PROPOSED FACILITY: &> Fern Residence PROPOSED DESIGN FLOW( 1949). 480 GPO PROPERTY SIZE: LOCATION OF SITE: 9223 Grayson Giimi Ln.Sherrills Ford WATER R SUPPLY: Li Private Fi Public "(Well Li Spring Li Other EVALUATION METHOD: XAuger Boring Li Pit Li Cut TYPE OF WASTEWATER: A Sewage LI Industrial Process Mixed a • • • • P R SOIL MORPHOLOGY OTHER t: (.1941) PROFILE FACTORS I .1940 LA ND PE HORIZON POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN.) CLASS .1941 .1941 SOIL .1943 .1956 .1944 STRUCTURE/ CONSISTENCE/ WETNESS( SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HOR1'I, CLASS SB 1 0-t0 SCL;GR SS;SP;FR - 34" - SAP 0.3 10-34 C;SBK SS;SP;Ft 1 9% 344 CL;MA SS;SP;FR SB 2 0-10 SCL;GR SS;SP;FR - 32" - SAP 0.3 10-32 C:;SBK SS;SP,FI 2 5% 32 CI;MA SS;SP,FR SB 3 0-12 SCL;(Rt SS;SP;FR - 36" - SAP 0.3 12-36 C;SBK SS;SP;FI 3 7% SB 4 0-12 SCL;OR SS;SP,FR - 36" - - 0.3 12-36 C;SBK SS;SP;FI 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): I SITE CLASSIFICATION(.1948): Available Spatz(.1945) P.S. P.S. System Type(s) 25%Reduction 25%Reduction EVALUATED BY: Jeff Vaughan & Trevor Hackney OTHER(S)PRESENT: Site LTAR 0.3 GPO/Ft2 0.3 GPD/Ft2 1 Updated February 2014 COMMENTS: LEGEND use the vllosvin' standard abbreviations SOII, CONVENTIONAL LPP MINERALOGY/ J ANDSCAPLPOSITIOiN GROUP TEXT'RM; ,1955LTAR* ,1957LTAW CONSISTENCE STRU("I'I IRE CC(Concave Slope) I 3(Sand) 1.2-0.8 0.6-0.4 SF.XP(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainagc Way) CR(Ctutnb) DS(Debris Slump) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Hood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) III Si(Sill) 0.6-0.3 0.3-0.15 PL(Platy) 1.(Linear Slope) SiCL(Silty Clay loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) wan EEL S(Shoulder Slope) SiL(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sricky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 Flt(Pliable) ss(Slightly sticky) SIC(Silly Clay) 19(l4rm) S(Sticky) C(Clay) VF1(Very Firm v.Very Sticky) VS(Very Sticky) O(Organic) None None EFl(Extremely Firm) NP(Non-plastie) SP(Shealy Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater floss and quality. P(Plastic) NOTES VP(Vary Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth Boat land surface S4PROLITE S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less-record Munsdl color chip designation CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(.TAR):gal/day'tir Show profile locations and other site features(dimensions,reference or benchmark,and North). Updated f cbruary 2.Ol4 Attachment 3: Additional Documentation . • d• • Ri 4 i ti el g all r . _ li it is„LAN 6 pb PolllrrRo,� ` 9 i id 3 �w _ rn r a 1 1 1 1 1 1 CI N 1 1 m { 1 r ' V 1 i.•+1 N a 1 •a, I t. 29.4• ca 0. ais sa S 1t . g ® 0 W / 2i.ir 511 41 m j I 1 r N $ 1 O 1 fir` _ S sis.a._- S 81.03 / Z . rls:r "NAB tit GRAQ4 _ ri ,P,r _ SO'pLI$� R LANE Iv+. li 'E ec.isql d — t 11 IA ' _ __ ____. ----,,, 2E WiNi iii d W C7zU YA Owy MI- O 6 l :0r 7 Z m.4 Z_O pQy y FP 32 N / i.1::L.: i glIg:te o i ! g tO