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HomeMy WebLinkAboutIMPV-10-2023-206724.tif TAW-- 10-2o23 -2a‘ 72L( IPermit#: I !i► '. ROY COOPER •Governor .t ; NC DEPARTMENT OF 1KODY H. KINSLEY• Secretary i `t` HEALTH AND q MARK BENTON • Deputy Secretary for Health rr'i; . HUMAN SERVICES i ".;.Nt" r. - SUSAN KANSAGRA•Assistant Secretary for Public Health 4 I Division of Public Health Submittal Includes: Q(a2)Improvement Permit ❑✓ (a2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: Catawba PIN/Lot Identifier: 462701269472 Issued To: TAP Realty, LLC C/O Anthony Pariti Property Location: 3671 Waterview Ln, Terrell, NC 28682 Subdivision(if applicable) Cresent Land and Timber Lot if: fi9 Block: Section: LSS Report Provided: Yes Q No 0 If yes,name and license number of LSS: Jeff Vaughan, 1227 New 0 Expansion ❑ System Relocation E Change of Use ❑ Proposed Structure: Gravity (Drop Box) Distribution, Location shown on site plan Number of bedrooms:4 Number of Occupants: 8 Other: Design Wastewater Strength:Q domestic ❑high strength ❑industrial process Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): 0.3 Proposed LTAR(Repair): 0.3 Proposed Wastewater System Type*: c airy cDnp Box)Dist buGo�.PPss Horizontal) (Initial) Pump Required: ❑Yes ❑' No ❑May be required Proposed Wastewater System Type*: Gravity(o(Drop Box)Distribution,PPBS(Horizontal)Dispersal (Repair) Pump Required: ❑Yes ✓❑No ❑May be required *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Saprolite System(initial):E Yes ❑✓ No Saprolite System(repair):❑Yes ❑✓ No Fill System(Initial):❑Yes 0 No If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair): ❑Yes ✓❑No If yes,specify:❑ New D Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): 34" Usable Soil Depth(Repair): 34" Max.Trench Depth(Initial)'; 22" Max.Trench Depth(Repair)*: 22" *Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes 0 No If yes,please specify details: Type of Water Supply:0 Private well ❑Public well ❑Shared well ❑Municipal Supply ❑Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes❑✓ No❑ Drainfield location meets requirements of Rule.1950: Yes❑✓ No❑ Permit valid for:❑✓ Five years[site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration[plat submitted pursuant to GS 130A-334(7a)) Permit conditions: Licensed Soil Scientist Print Name: Jeff Vaughan Licensed Soil Scientist Signature: M f L Date: 8/25/2023 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION:5605 Six Forks Road,Building 3,Raleigh, NC 27609 MAILING ADDRESS:1632 Mail Service Center,Raleigh,NC 27699-1632 www.ncdhhs.gov • TEL:919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER l i 3671 Waterview Ln Permit 4: IMPV-10-2023-206724 This Section for Local Health Department Use Only Initial submittal received: 10/1 1/2023 by RP Date Initials G,S. 130A-335(a3)states the following: When an applicant for an Improvement Permit submits to a local health department an Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,the local health department shall, within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Improvement Permit includes all of the required components.If the local health deportment determines that the Improvement Permit is incomplete,the local health department shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit is complete within five business days after the local health department receives the additional information from the applicant.If the local health department fails to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The Department shall develop a common form for use as the improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit is determined to be: ❑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 Applicant on Date State Authorized Agent: Date: ©Complete State Authorized Agent: 7J"hi �" �Gw/W./ Date: 10/17/2023 This Improvement Permit is issued pursuant to G.S. 130A-335(a2)and (a3) 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 permit is subject to revocation if the site plan,plat,or the intended use changes. 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 the conditions of this permit. 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: 10/17/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 �........1, AGRITEC-01 GKROHL AFRO CERTIFICATE OF LIABILITY INSURANCE DATE(MM/3/14/2023 DO/TYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). I CONTACT Connie Garkalns PRODUCER NAME;_. Hartsfield&Nash Agency,Inc. ja"c°ONt+,Ext):(919) 556-3698 FAX No)_(919)556-8758 ,, 10405 Ligon Mill Rd.,Ste H s- a L Wake Forest,NC 27587 E-MAigss:Connie@hartsfieid-nash.com INSURERRSjAFFORDING COVERAGE NAIC# INSURER A Selective Insurance Company of the Southeast,39926 INSURED 1 INSURER B:ACCIDENT FUND INSURANCE COMPANY OF AMERICA 10166 Agri-Waste Technology Inc [INSURERC:Evanston Insurance Company . 501 N.Salem St Ste 203 INSURER D: Apex,NC 27502 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE IADDLISUBR POLICY NUMBER POLICY EFF 1 POLICY EXP LIMITS LTR 1 INSD'viva lydM/DDfYYYYI 1MMIDDJYYYYI A X COMMERCIAL GENERAL LIABILITY 2,000,000 EACH OCCURRENCE S_ CLAIMS-MADE I Xj OCCUR S 2253659 1/1812023 1/18/2024 DAMAGE TO RENTED I 300,000 • _ ,PREMISES(Ea occurrence) i$ MED EXP(Any one person) $ 10,000 PERSONAL&ADV INJURY_I $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 4,000,ODO (—, P O 4,000,000 POLICY I X JECT LOC PRODUCTS-COMP/OP AGO $ OTHER: $ A AUTOMOBILE LIABILITY CEO MBBItNdEDt SINGLE LIMIT I $ 1,000,000 X ANY AUTO IS 2253659 1/18/2023 1/18/2024 BODILY INJURY(Per person). . $ OWNED I I SCHEDULED I AUTOS ONLY 1 AUTµOSyy p BODILY INJURY(Per accident)_$ HIREDTS ONLY .AUTOS ONt Y (err accide DAMAGE S S A X UMBRELLA LIAR X OCCUR EACH OCCURRENCE_ _ S 2'000,000 • EXCESS LIAB CLAIMS-MADE IS 2253659 1/18/2023 1/18/2024 I AGGREGATE $ 2,000,000 i DED i RETENTION$ $ B i WORKERS COMPENSATION X PERTUTE I EH AND EMPLOYERS'LIABILITY Y/N 100003072 1/18/2023 1/18/2024 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE I N I NIA E.L.EACH ACCIDENT $ (MFICERJMFMBEREXCLUDED? 1,o6a 000 andata n NHH)) E.L.DISEASE-EA EMPLOYEE $ ll es,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ C 'Prof&Pollution 'MKLV3ENV103400 8122/2022 I 8/22/2023 Each Claim 5,000,000 A Leased/Rented S 2253659 1/18/2023 11/18/2024 Equipment 25,000 I DESCRIPTION OF OPERATIONS/LOCATIONS!VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE ***This is ONLY For Informational Purposes THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN p ACCORDANCE WITH THE POLICY PROVISIONS, Contact Agency for Specific Holder Info to be added .... AUTHORIZED REPRESENTATIVE 1<nrii4 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD . .. • Engineers and Soil ScientistsAWT ;a:L • • • Agri-Waste Technology,Inc. ;, �;'.'i 501 N Salem Street, Suite 203,Apex, NC 27502 agriwaste.com I 919.859.0669 Soil Suitability for Domestic Sewage Treatment and Disposal Systems 3671 Waterview Lane, Terrell,NC. 28682 Catawba County PIN: 462701269472 PREPARED FOR: TAP Realty,LLC (Anthony Pariti), Client PREPARED BY: Jeff Vaughan, Senior Agronomist & Soil Scientist Trevor Hackney,Environmental Scientist DATE: August 16, 2023 Soil suitability for domestic sewage treatment and disposal systems was evaluated on July 10, 2023, for the proposed property located at 3671 Waterview Lane, Catawba,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 septic system. This report and attached documents were prepared to meet the requirements for an A2 approval for Improvement Permit and Construction Authorization (G.S. 130A-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. Additional documentation about the property is included in Attachment 3. A home was recently demolished and removed from the property. The existing septic system was located by AWT and will have to be abandoned. The existing well on the property will be reused. This property area is approximately 0.93 acres. The property is an open grass field. The home is proposed near the front property line and the septic system is proposed towards the back of the property. The proposed septic system is a conventional gravity septic system utilizing drop boxes and a PPBS (Horizontal) drain field product. Soil Suitability for Domestic Sewage Treatment and Disposal Systems The drawing in Attachment 1 details the property boundaries(as surveyed by Professional Property Surveyors,Inc), soil boring locations, and layout of drain field trenches (Completed by AWT). Soil borings were examined to determine soil suitability 1 L - 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. 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 system utilizing a conventional gravity septic system with drop boxes and a PPBS (Horizontal) drain field product, with TS-II pretreatment necessary if the repair area is installed. 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 LIAR. Since usable slope corrected soil depths meet or exceed 34"AWT is recommending the use of the PPBS (Horizontal) drain field product. With an LTAR of 0.3 GPD/f12, 267 linear feet of trench are necessary to support a four-bedroom home initial system. The maximum trench bottom should not exceed 22". The attached drawing proves that 268 linear feet of trench can be installed for the primary septic system and 332 linear feet of trench can be installed for the repair septic system with the proposed home location on the property. Any disturbances or grading done in the usable area or within the proposed setbacks will change the potential of using the area designated for a drain field. We appreciate the opportunity to assist you in this matter. Please contact us with any questions, concerns, or comments. Sincerely, Jeff Vaughan, AOWE /110 Attachment 1: Site Plan/Drawing and Calculations I , CU oo C ` V ___I o U Cv U U --� U UC� U C 0 L c U 0 C_ — —) Cam, r, CD U 0 Q v ►`O I— 0 NI I- 7 I ) 0 oe CD O e e o --j Li U 0 0 0 0 a_ _I__) �--� 0 0 U Q) 0 0 EL �,- `\ ` ,..."a°1 A . err''• •• 1` �� 43\ 1 11 ".,-- \ , - 0 . kni \ . , ‘ .• u3 gg tl i ! • 10 II ; O / r.. ,, r 1 • Q Y y!:" k -• 00 • d # / rr{'r�, • .,',- • e I 071 -r 1 i 1 ,•-• J . r - i I rn '_ d • �1• Q1 1 ; d • fCO. t : �, 1 : , Q • 1 O 1 i 1! c+) 'v -Ji J +lit` '� 1. � � oo • � � J r i 1 J ui i i �• CO . •! l 1t r H [� ! 1` M I i io\ i \1 % cc c ` u T A 0 W N a • n CSC m °o oo Iii r,,. O 1� d N • o- 0 _ �t Cr) N CO p N x d r.•r" N r p x `�� oa p Ul e O If) • o N e••j �/' in 0. to �� 0. }: ,� ' \ r' ---I ..17:.... I -! f.4t 11 4 1._ r �117Vc- !� 1 ii. i3 1 O 1 �.I�1 Oc if I 1 Y7 j/ 1 1 11 4 1;'."." / 1 l • 1 / r r /,rj 111 �``` Om rri r• r+ •`1 (,Cti� I it •r•• / �/ Fti \ I.•'•''••/ / I CO !i r' / N. 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Attachment 2: Soil Boring Description Sheets COUNTY:CatawbCo._ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) CLIENT: TAP Realty LLC APPLICATION DATE ADDRESS: 3671 Waterview Lane.Terrell.NC 28682 DATE EVALUATED: 07/10/23 PROPOSED FACILITY: Single Family Residence PROPOSED DESIGN FLOW(.1949): 480 GPD PROPERTY SIZE: 0.74 ac. LOCATION OF SITE: 3671 Waterview Lane,Terrell,NC 28682 PROPERTY RECORDED: WATER SUPPLY: ❑Private ❑Public Well ❑Spring ❑Other EVALUATION METHOD: X Auger Boring ❑Pit C Cut TYPE OF WASTEWATER: Q Sewage ❑Industrial Process ❑Mixed • • ► • • SOIL MORPHOLOGY OTHER 0 F (.1941) PROFILE FACTORS .1940 LANDSCAPE HORIZON POSITION/ DEPTH PROFILE # SLOPE% (11%) 1942 CLASS .1941 .1941 SOIL .1943 .1956 .1944 STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ CLASS 0-26" C;SBK SS;SP;FI - 36" - Saprolite 26-36" CL;WSBK SS;SP;FR SB 36+" SCL;MA SS;SP;FR 0.3 1 5% 0-16" SCL;WSBK SS;SP;FR - 42" - - SB 16.42" C;SBK SS;SP;FI 2 7% 0.3 SCL;WSBK - - 0-14" SS;SP;FR 44' C;SBK 14-44" SS;SP;FI 0.3 SB 7 3 SCL;WSBK Saprolite • 0-10" SS;SP;FR 41" - 10-32" C;SBK SS;SP;Fl SB ' 32-44" CL;WSBK 4 SS;SP;FR 44+" SCL;MA SS;SP;FR DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Provisionally Provisionally Suitable Suitable EVALUATED BY: Jeff Vaughan Gravity(Drop Box) ' Gravity(Drop Box) OTHER(S)PRESENT: Trevor Hackney System Type(s) PPBS(Horizontal) PPBS(Horizontal) TS-11 Pretreatment Site LTAR 0.3 GPD/Ft2 0.3 GPD/Ft2 COMMENTS Updated February 2014 LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* ,1957 LTAR* CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) III Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST WET S(Shoulder Slope) SiL(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sticky) iV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky) SiC(Silty Clay) Fl(Firm) S(Sticky) C(Clay) VFI(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFl(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE 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 Munsell color chip designation CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LIAR):gal/day/f' Show profile locations and other site features(dimensions,reference or benchmark,and North). ' I I I i i I I • i • COMMENTS: Updated February 2014 L Attachment 3: Additional Documentation l . V oMY T-77 --. \f l 1:Y I • /r r, r Cl J a BrCawK. vorsol� �SITISt, BRIAN K. EVERSOLE, P.L.S. f /^4 v { ( m e 18335 QLD STATESVILLE ROAD µp�MPN SUITE A �1 a CORNELIUS, N.C. 28031 (704) 765-5134 cc I VICINITYTOSCALEMAP I J z NOT Axle Found s lL Q 'r.�, 9 j Conc. ��T6G6'� /F�L Monument ,��C' Found j'.,,T C�-k�2 CURVE LENGTH RADIUS CHORD F J F Cl 56.60' 188.54' 56.39' fl8�s OF\ I C2 58.67' 188.54' 58.43' ',< O.' C3 58.77' 55.56' 56.07' C4 91.18' 210.66' 90.47' / #5 Rebar %,,, NOTES: Found > - LINE BEARING D Ll N80'09'00"W 1. NO NCGS MONUMENT FOUND Ci \ L2 S81'50'41'W WITHIN 2000'. \ rn 2. PROPERTY MAY BE SUBJECT TO CMF'' j \ OTHER COVENANTS, 4 / - - RESTRICTIONS, EASEMENTS OR C2 RIGHTS-OF-WAY THAT MAY BE OF I RECORD. \ I p CORN PAVE. 3. SETBACKS SHOWN ARE DRIVE e� S 2 4T Op E �• FRONT PER MB.1 6 , PG. 12 - Ox��, % T9.46. (2.3F 4.CONSULT WITH GOVERNING ADDITIONAL TRACT o gyp'%�TSFTBf' vI O \. AGENCY FOR PREVAILING LAND PER D.B.2023-529 •Z �, - A !�, ry'ti '' o •DEVELOPMENT AND ZONING Z �` CAR If REQUIREMENTS PRIOR TO DESIGN o 1 "' PORT 1 Sr a,9^ n. . { -f OR CONSTRUCTION OF ANY w 1 i� ti M ORY 41,! IMPROVEMENTS. o ` 1'9£ OOD �4TIti 9 V+ ` a •5'6Z m •S'ZZ m•S•,a 5.A PORTION OF THE SUBJECT N \ , p 1F.9 WOOD -/'i PROPERTY IS LOCATED IN THE m DECK RHO FLOODWAY AREA ACCORDING TO v, ' I \ �'1, 00 1 FEMA FLOOD PANEL MAPS. 462-701-267-545 qn 1 f,,i: . HOWEVER,THE RESIDENCE IS THOMAS&SUZETTE CAUNE '�` ^0 '• a�\7 ABOVE AND BEYOND THE SPECIAL DB.3683,PG.337 FIRE J, ti,,`,41 10 FLOOD HAZARD AREA PER FEMA l PIT \ 1 r'L PANEL MAP 371 0462700K, DATE SUBJECT'S 03/18/2008. SPLIT RAIL FENCE LOT 69 m \ .,.1 40,669 SQ. FT. 6. PROPERTY MAY BE SUBJECT TO 0.934 AC. \ `+ ), Or THOSE RESTRICTIONS FOUND IN DB. 1188, PG. 723 RECORDED IN ‘ THE CATAWBA COUNTY REGISTRY. . I • r FEMA FLOOD LINE 50'REAR SETBACK, PER CATAWBA -- ' �FRONM 760FT.CONTOUR COUNTY GISIS SUBJECT'S CHAIN-LINK FENCE \ Rebar FounddL2 Found N 73'¢6,p0„W TR .k \\k /7-\\ Engineers and Soil Scientists Agri-Waste Technology, Inc. 501 North Salem Street,Suite 203 Apex,NC 27502 919-859-0669 www.agriwaste.com Pool Feasibility Study Report 3671 Waterview Lane,Terrell, NC 28682 Catawba County (PIN: 462701269472) PREPARED FOR: Tony Pariti,Joseph John Realty PREPARED BY: Trent Bostic,Associate Soil Scientist DATE: November 22, 2022 Agri-Waste Technology, Inc. (AWT)was contracted to perform a Feasibility Expansion Study for the property located at 3671 Waterview Lane in Terrell,NC. The purpose of this Feasibility Study is to demonstrate the possibilities of septic system expansion or relocation per the requirements set forth by Catawba Environmental Health. AWT conducted a field flagging/delineation of the existing septic system and the future repair septic system at the subject property. The findings are as follows: Existing System The existing septic system is an old gravel bed that will be abandoned. Available Space The available space with minimum setbacks to existing septic components and building setbacks is shown as"available space" on the site plan. A total of 8,297 ft2 is available that could be utilized for building purposes. New Septic Potential A total of 808 linear feet of new drainfield trench can be installed. The new lines would encroach on the 50ft lake buffer which will require the use of pretreatment technology to reduce the setback to 35ft. If the existing system is abandoned,there is potential for a new 4-bedroom system utilizing chambers for initial and repair. If T&J Panel is utilized,there is potential for the system to be expanded to 5-bedrooms. The area where the original house was is mostly unsuitable for septic components due to soil disturbance. There is enough line inside the 50ft lake setback to obtain a new 4-bedroom permit if desired. This will impact the available building space. We appreciate the opportunity to assist you. Please contact us with any questions, concerns, or comments upon review of this document. _ F g s L I R s �'- wo �5� s a) O a i g" / I ---- .--\-- / sE _� I / 14 / I i l I I _ a 1 / 1 \ a co IFi ...,, \ 1 / \ i ‘`,,, / A -/ L- o ° I- 0 w W s O IT E a; I 4€) ,;`rM II(\�`Lrjry tt,,r C 1f� a Brian/X.Eversoie oF?a,QFEssJ°ti�tis 1. i :2 SEAL ' Z.\_ti\..).T5. .)111 ,.5t5.£...--ry (' BRIAN K. EVERSOLE, P.L.S. _* 05/i6/*'22 (:�'=l °118335 OLD STATESVILLE ROADz a SUITE A " Jrq L-4674 QAI CORNELIUS, N.C. 28031 %IP,p'•;�OSUR�rct.•'•�e; j 0 (704) 765-5134 �"%................... Evei0 1 NCINITY MAP I .1 Z ` xoT 1U rcue Axle Found f 1. 9T a'63 , ",F Conc. /6 66C /L Monument /(` (� Found J,,,� �;' `92 CURVE LENGTH RADIUS CHORD CHORD BRG d `°C_, •/?j F CI 56.60' I 88.54' 56.39' 546'04'09"E mod'6,A C2 58.67' 188.54' 58.43' 563'02'02"E �i.F • I C3 58.77' 55.56' $6.07' 542'28'49"E • -L C4 91.18' 210.66' 90.47' S24'34'59"E •5 Rebar NOTES: Found 42' LINE BEARING DISTANCE Ll N80'09'00"W 25.11' I.NO NCGS MONUMENT FOUND C/ L2 S81'50'41"W 20.09' WITHIN 2000'. m 2.PROPERTY MAY BE SUBJECT TO CMF' \ OTHER COVENANTS, u RESTRICTIONS,EASEMENTS OR C-2 RIGHTS-OF-WAY THAT MAY BE OF RECORD. V' 1 ` IS"RCP CORNER OF HOUSE `1` PAVE. y y. CROSSES THE 30FT. 3.SETBACKS SHOWN ARE 4� DRIVE m� 47O0 E FRONT SETBACK LINE PER MB.16,PG.12 • orr 79,46, (2.3FT.X 14.BFT.) ADDITIONAL TRACT 1 5 ``1p•OAT 7H 41� (`� 4.CONSULT WITH GOVERNING PER D.B.2023-529 a AGENCY FOR PREVAILING LANDI 4' _I tL DEVELOPMENT AND ZONING N 21 CAR ro•er a REQUIREMENTS PRIOR TO DESIGN Sim •PO97/ 2 S .4 v Br V\ m a OR CONSTRUCTION OF ANY ^'- ((--��F WTORY: ;� o f� / IMPROVEMENTS. -ut ,9'EIgOOO >� G PL J 5.A PORTION OF THE SUBJECT r" \, O F P wOOp • n PROPERTY IS LOCATED IN THE > '^ DECK 1 ? FLOODWAY AREA ACCORDING TO I ` `� ✓7z y FEMA FLOOD PANEL MAPS. 462-701-267-545 - III 1 F� ��gg 2 HOWEVER,THE RESIDENCE IS THOMAS&SUZETTE CAUNE \ 1 '. 1A • ABOVE AND BEYOND THE SPECIAL 00.3683,PG,337 FIRE Y,l1d \ FLOOD HAZARD AREA PER FEMA I ,..-,FIRE �'4� PANEL MAP 3710462700K,DATE SUBJECTS LOT 69 ' m1 `,, 03/18/2008. SPLIT RAIL FENCE • • 40,669 SQ.FT. 6.PROPERTY MAYBE SUBJECT TO 0.934 AC. •-.., OT THOSE RESTRICTIONS FOUND IN `I O \ -• 3 SUBJECTS• DB.1188,PG.723 RECORDED IN , \ WOOD FENCE • ) THE CATAWBA COUNTY REGISTRY. FEMA FLOOD LINE rye PER CATAWBA 50'REAR SETBQ COUNTY GIS • • '�` FROM 760FT.CONTOUR • SUBJECT'S v I CHAIN-LINK FENCE k4 Rebar Found L2 Nj3. x46o0" x w/B.J+ x4 RebaS 89'07'00-W 5.84' I Found__ FIELD LOCATED�� WOOO 760FT CONTOUR PIER • LAKE NORMAN LEGEND: CORRUGATED PLASTIC PIPE CPP REINFORCE CONC.PIPE RCP MONUMENT FOUND AS DESCRIBED CONC.MONUMENT FOUND Cl CALCULATED POINT • W000 TELEPHONE PEDESTAL ❑ prggK UTILITY POLE 0 SUBJECT PROPERTY LINE ADJOINER PROPERTY LINE BUILDING SETBACK — • — • — CHAIN LINK FENCE X WOODEN FENCE —0--0 SPLIT RAIL FENCE —0—0— OVERHEAD POWER UNE — E 50 25 0 SO 1'4l l',/J VI/AM 1 Drawing Scale 1 Inch-SO ft. Physical Survey of Lot 69 of Crescent Land &Timber Corp, Section 30 plus an Additional Tract �Pioperty nal Survey For: As Recorded in: Site Address: Surveyors, Inc. 18335 Old Statesville Road Ste.A TONI PARITI DB.3710,PG. 148 3671 WATERVIEW LN Cornelius,N.C.28031 MB.16, PG. 12 TERRELL, NC 28682 Firm Liccen704-765-5 e13 3 66one/Fax MB. 2023, PG.529 4 CATAWBA COUNTY 033022-02 ALR 1:10,000 I"-50" 462701269472 PARITI 1 of I 04/22/2022 Job No. Prepared By Error of C osure Drawing Scale Tax Parcel Number Drawing File Name Sheet Number Date J J -w,N .ug'ov h:-1. -_mo '�-_ J` 2 FG ��/ lu n0 \ nm A 'a A W / pM DYhla rAb Aa b�W amA � / IN N4, J '1�:. /�/� �� If 'pl I m,,:° nii n I l I I I I I I W 1 1 1 Ij`W I\2 ? - Ps) s� o .0 1 33 F333; �03333 m3;3 1' nQ al 9-2� ,oa v c ;M n. 11 `° i ~- OmJi�_ J- �'rW Fpp�,A'Ip 1� M\pN �Q ^� m ••�'�+. £yam ]]�1 d O oJa-Jy„-O i�O ONmO gOO21 "��;, Oti o02N J ti^9. :5 y [yN N/ )t ap d5a 1.2 m3 mnyW gf"II OWi1I -/ ,•SR l; Nly /b- d'/l u c� ry rp.11 W i3 mWA zz zzzz zzzz zyz .`•..,� Pi W ; M.:Fi Na? 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