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HomeMy WebLinkAboutIMPV-08-2022-178919.tif e44 CATAWBA COUNTY ItPublic Health Department Subdivision BUMGARNER GARDENS ' • Environmental Health Division,•,. I PINK 373418404509 1'0 Box 389,25 Government Drive,Newton,NC 28658 Lou 16-20 Nita* site Address: 1574 ALLEN LN,CONOVER NC 28613 Name on Permit: 'FOUR CORNERS OF CHARLOTTE LLC Property Size: Acres 0.47 Directions: Left off of County Home Rd onto Allen Ln. First lot on right after Wilburn Dr. Owner/Authorized Representative Acknowledgement of Permit Receipt `( I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. 40/As the property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service RBPR-08-2022-42072,by the following method(s): Received in Person _ Facsimile Transmittal(Return form with signature required) Electronic Image Transmittal/E-mail (Return receipt required) . . ... -‘,( As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(15A NCAC 18A.1900), and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date:09/26/2022 ::: 7th1;; Representative Signature�j!/" gF Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature Date/Time II/ /I L Method: Fax y Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yorPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerServlce 1Orne)Ie03 jahli=c. It( 'Ilptmnl 09/27/2022 08:17 • ' ' County: Catawba IMPROVEMENT PERMIT FOR G.S. 130A-335(a2)/SL2022-11 PIN/Lot Identifier: 373418404509 Issued To: Four Corners of Charlotte, LLC Property Location: 1574 Allen Lane, Conover, NC 28613 Subdivision: Bumgarner Gardens Lot#: 16-20 Block: C Section: LSS Report Provided: Yes111 No❑ If yes,name and license number of LSS: Larry Thompson, LSS New ✓❑ Repair❑ Expansion ❑ System Relocation ❑ Proposed Structure: Single-family residence Proposed Wastewater System Type: Accepted (Initial) Exempt (Repair) Fill System:❑Yes Q No If yes,specify:❑New ❑ Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 360 GPD Proposed LTAR(Initial):0•3 Proposed LIAR(Repair): 0.3 Design Wastewater Strength:0 domestic ❑high strength ❑industrial process Number of bedrooms: 3 Number of Occupants: 6 Other: Pump Required: ❑Yes ®No ❑May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes QNo If yes,please specify details: Type of Water Supply:0 Private well 0 Public well 0 Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes❑✓ No❑ Drainfield location meets requirements of Rule.1950: Yes 0 No 0 Permit valid for:D Five years(site plan submitted pursuant to GS 130A-334(13a)] ❑ No expiration(plat submitted pursuant to GS 130A-334(7a)] Permit conditions: System installer shall be pre-approved by Thompson Environmental Consulting, Inc. Licensed Soil Scientist Print Name: Larry Thompson, LSS LarryThompson 01gfla11ysigned by Larry Thompson 8/17/22 Licensed Soil Scientist Signature: P Dale:202206.17112622-04'00' Date: The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3). County: Catawba This Section for Local Health Department Use Only Initial submittal received: 8/17/22 by RP Date Initials Permit Number: IMPV-08-2022-178919 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 LS5 and the Owner on Date State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: O Complete T State Authorized Agent: 4/Ai �!�}/A i4v. Date of Issuance: 8/30/22 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: 8/30/27 'See attached site sketch" ealai�L 1 D. No trade nor business and no noxious nor ore-enal» T:ties shell be Carried on Thfs conveyance I. P subject to the following reservations, covenant.' upon any lot or tract, nor shall anything be done C, T which may be or become nd restriction. which shal- -•with the land: p R 0 an annoyance or nuisance to the neighborhood. T'.ie property shall be uei: tor reeldentiel purposes, single-unit dwellings Lonly. . 9. No lot shall be used or maintained as a dumping groutie for rubbish and there are , All dwellings constructed shell caapptaip.p not lees than 1200 square ;pet bf heated to be no abandoned or junked automobiles or vehicles on the property. Treah, • floor space and be above ground ledel 6n tA! man f,lloor. L garbage or other waste shall be k [sanitary only in enitary container.. All ineinera-, No imitation brick or asbestos shingle siding, concF•ete or cinder block or stucco tors or other equipment for the storage or disposal of such material shall be to be used on exterior walla of any residence, kept in a clean and sanitary condition. , . No poultry, no swine nor goats, nor cattle for any purpose will be allowed on,any 10. All dwellings oonetruo tad shall have a set-baok at least 40 feet from front lots, a, property line, . No mobile or ',hell homes, either temporary or permanent shall Jr be allowed. A.9' , . No dwelling shall be constructed on a lot containing less than.920,000 square feet. •Op • , No tractor. or trailers shall be allowed in sub-division over-'° 1•S parked or night - APPROVED rL D 211. O ED FOR RECOR^!,:-,' on premises e105,ppt for loading or un-loading, r0 d , -_____-_L�I.OL P 444.66 a 25 / °VAASA COUNT'.BOARD S �- a of CORAAISSIONt 1WOw N S-47 E G 'to ',I*•O. ` .. .O d1 Ir'' • iri 40R ' ',ft - f� r, �1 1 m 26 7J n 3 a k B L 0 C K _ p '41 . 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FN1. -- •- NOT oPE" -i O A 41er •w • ` --.99. aN•0 ,wr tv, 20755.Ia • 0 R I@q R " 1 os6 os CD R4. el �lrio • Sfa• N N,p �• • - - "• - - .- • / l .• 1111111t �.. iiii.r 219.E !7 , a- RANSOM DR. 60.0 -la E69.56 , C - -• F7_ _ .. �] a'--N5:.31E 1 m d 1 s.l •a Y4 � ItI �I!1s II1p w w 14 / RII - _ - - HIIN II) '19 R" 6-OB Er~ •OLD F• LR 1 N3.29 E a),,, i;'' 25 1258 a • .IB ni cc ' i0 « _r-7111 40R I N - + • -.-_ N3-32E 963.OS . - - .. ..17_:r R 17 - I 73i 7 OLD I.P, N 3•-23 E J FOUND ' 234 27 cr R +• IVO BUMGARNER 1 a Er a ' 1- „ I 8N 283- H 79 I lu g W 1 a , cD c9 1I : 1 /n I , Ru a, �[(77] .I O I T.,, �- N 3•-25 E "„ S r 3. 8 ..1. A.,/]Si}LLH�,M g 2 ^ ', 0 e - . = ■ E.h e. r....,a it tQ ? m ,0 r O II ,--T r 1 a s h.L_L _ �o/ - z5 A e 1_06 •_C. aTAti ar NORTH uRouwA ewe.CA.. " dl 2004art or CA,arRA `BUMGARNER GARDENS N 0.-SONT+ EME M'•1•d lont Q .,. 1C TIE UNOENSIOe[o SURVEYOR,clwr DULT iCC'E5 OCNsQ AND SINS RrM1�MN'M r.,..",F.1.11,iE.b M 0: .+, - - I "THAT r,a PLAT UPON rN1cN Two mmreATE APPEARS ,a IN ALL F• Cm**a •, WWI ODRMCT stoma*sr IRE WIT o►Isa RROMLEDDE AND CLINES TSHP. - CATAWBA CO. .Ilk /�er,el il70yELEr Lee wee rREpeRm meow RR ACTUAL suRYEv MODE to Er SAM ROWE JR. - SURVEYOR tat Ph LIEIHw or Wei au THE 13TM ONT Or APRIL n®. MIN maximum UREA � ��� ERROR or CLOSURE OP 1-5000 SCALE I. ■ 100.0' 5*5t)1 Bumf GATE APR I L 15, ►970 . - NEs, me SURVEYOR SURVEY aY S.R.JR. DRAWN 6Y S.R.JR. '4� SELLING icon-- CARPENTER AUCTION -• 8 -F- r iteN ,--_ __�. `J,E NOTE erL - 23E 52-•03E EI1ow au.MERE Sr mut PRp[NTS,TH/� F)I *-i0iC•7 `a gR17-11 '`E�lOV1R WAIN CERTIFY TNAT I All INC oeeoo or P.E.T Poo...WY l�w/[L�%o Oge DN O-IRON PINS w 1�jp _IFST• - Tres PLAT,THAT I MEREST ACNMDNL[DCL TNH PLAT ARD LOTM[RT -CON[.MONUMENT • lel T'► TOPE NY FREE ACT AND CO HEREBY DEDICATE III UMLl► t USE ALL I EA STREETS,ALLEYS,EASEMENTS AND OTHER eveLID ARMS SNOWN ONCA 1 -Iles PLAT. I FURTHER CERTIFY THAT SAM ROWS JR. SURVEYOR tr K SURVEYED AND MADE TRIP PLAT AT MY DIe TIOR,AND PRAT THE SC IetO ANd NIMJf`N''T6 SLr01EE NI.TMS THE-, C„EIRE 105DIVISION m errs.TIE aOUNDAR,Eu ye A TRACT TER DAY Or .1 ..d • T/ee/ 70.. ' To ME N A DEED RECORDED IN DUD en..,.:ooe• peer a1 , cows' rm rsTRT. `% „T••//,,�,�,,, .)1 a eNIETUR[ OF owN(w •err coaheiR � /-2 / 7/ r AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION:LOT NO. PHASE PARCEL ID: 37341 8404509 S I BEET ADDRESS: 1574 Allen Lane Conover, NC 28613 Please print: Property Owner: Four Corners of Charlotte, LLC Property Owner: The undersigned, registered property owners of the above noted property, do hereby authorize Larry Thompson, LSS of Thompson Environmental Consulting, Inc. (Contractor/Agent) (Name of consulting firm) to act on my behalf and take all actions necessary for the processing, issuance and acceptance of this permit or certification and any and all standard and special conditions attached. Property Owner's Address (if different than property above): 1612 Seattle Slew Court, Waxhaw NC 28173 Telephone: 704-713-2602 We hereby certify the above information submitted in this application is true and accurate to the best of our knowledge. The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and (a3). Ow r Signature: Owner Signature: ramon gonzatez(Aug 17,2022 09:54 EDT) Date: Aug 17, 2022 Date: Residential Subsurface Wastewater Treatment and Disposal System Proposal for Lots 16-20, Section C - Bumgarner Gardens 1574 Allen Lane Conover, NC 28613 Tax Parcel # 373418404509 August 17, 2022 Prepared for: sap soy[se Four Corners of Charlotte LLC $ �o 1612 Seattle Slew Court f !''�� u r' *�j°' � Waxhaw, NC 28173 �r 4 .. ' ",1 704-713-2602 " ge Aoinvt Prepared by: ootusiming,4 Larry Thompson, REHS, LSS `•OA �Rp'''•Y, Thompson Environmental Consulting, Inc. p is1STERea•.! ,•,,� PO Box 541 = r . Midland, NC 28107-0541 : r- if SEAL t• It Phone: 704-301-4881 � � ; • larry@thompsonenv.com •.; .k HEpk.?::. ���;��'II p`11 , 0 � 1`';; • 1574 Allen Lane Details Four Corners of Charlotte, LLC has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare a septic proposal for a new 3-bedroom single family residence to be constructed at 1574 Allen Lane, Conover, North Carolina (Catawba County Parcel Number: 373418404509). Based upon a soil investigation performed by TEC, it was determined that a sufficient amount of"Suitable" Group IV soils are available for the installation, and repair, of a Gravity Flow Accepted System for a 360 gallon-per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LTAR). The property will be served by a municipal water supply. This property appears in a subdivision plat that was recorded with the Catawba County Register of Deeds office on June 4, 1970,and is considered to be"repair exempt" per 15A NCAC 18A .1945 AVAILABLE SPACE. The LSS/LG evaluation(s) attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3). The owner would like to request that Catawba County Environmental Health issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the following proposal and the enclosed Licensed Soil Scientist Evaluation. Location From Newton,take NC-16 N.Turn left onto County Home Road and right onto Allen Lane. Lot is located on the left. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 SC Certified Professional Soil Classifier No. 11 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 2 • 1574 Allen Lane Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of I5A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank shall be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tanks have had time to properly cure and are free of cracks or other structural deficiencies. B. Pipes and Fittings 1. All discharge piping, connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly "welded"utilizing the appropriate PVC cement for each application. C. Distribution Method 1. The drainlines will be fed via a distribution box. 2. Distribution box shall be water tested at the time of the final inspection. D. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25%reduction in required drainline length. 4. The drainfield consists of four(4) lateral trenches to be constructed 3-foot wide by 75 feet long. Total drainline length is 300 feet. 5. The maximum trench depth for this system shall be 18 inches (low side). 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the local health department. E. Final Landscaping 1. Final cover over the drainfield shall be at least 6 inches deep. Additional soil cover may be required to achieve the 6 inch requirement. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 3. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed (if necessary)and fertilized prior 3 1574 Allen Lane to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. F. Utility Conflicts 1. The builder and property owner must take special care in planning for water,power, gas, telephone, and cable lines. These utilities shall be kept clear of all parts of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the local health department as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance G. In General 1. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25 percent of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When it becomes necessary to clean the effluent filter,the filter should be removed, and the accumulated debris washed back into the septic tank —not onto the lawn. 4. Any damp areas, leakages, or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. Design Specifics Daily Design Flow: 360 GPD— 3 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted 25% Reduction Distribution Method: Distribution Box Number of Drainlines: (3) 3-ft Wide x 75-ft Long Total Trench Length: 300 Linear Feet 4 • 1574 Allen Lane Maximum Trench Depth: 18 Inches (Low Side) Final Cover Requirement: 6 Inches 5 wa,,,,t, N/F A ��0 S�WAYNE STARN ��BS. ANGLE IRON IRF DIANE W. STARNES [��. DB. 3391 P `_�_ `1 F� PB, 70 PG. 124 24.941 f T,j P10*373418404823 Is $i 033. M ZONE: R-20 � E 12475, • 718":Re' :37-24---ftW7 LOTp, ~_ 18 ri *; , : ,, 4 9 i •T 2G' N8 I. ,I 4 ,LEE BOLIEK / 7 /,4%,,,/ ;�, 55 PG. 691 cep _ B" 14 PG.61418402681 LU / t[: R-2010/4"/ /: 11-15 b 0oi - l' qv W� : AMELIA P i N / � �� N/F Fro LU ,.1.-: BCOTT W. BEDINC 1 BETH H. BEDING 27.4$ _ f 1-1 4) : ui -` .T 17.1' ° DB. 1211 PG. `— • N 1 5' Q 2 0'in r O BLK. C PB. 14 PG 3,0' 0'� CO PID# 373418405E - cy ZONE: R-20 • I LOT: 21-28 _ • 162 �� : 1 amid 11.2, W PORCH -�3�, 4 �,�I — 27,53' 1" IPF 'MCI( 951 (TfE) : o "vVM N$1° 58P I^ IPF-BE Ogw 12513. NT • O A N82� 40��2 a �� ENT $ W27 .294 ( ECG 0 LEGEND pAE Nr 60 PUSLf C FZ/ vv 14 p 61 Catawba County GIS 2-ft Contours ® Proposed Septic Drainfield Area ------- • Soil Boring Locations vy ------`'�+Rw`� �n GF Date: mpso Proposed Septic Layout August 2022 Figure Thompson nmentf,_. Prepared For: 1574 Allen Lane Scale: sulung Four Corners of o is 3o n Conover, NC 28613 Charlotte,LLC TEC Job#: Catawba County 22-204 PRELIM I NARY SOIL AND SITE EVALUATION Lots 16-20, Section C - Bumgarner Gardens 1574 Allen Lane Conover, NC 28613 Prepared For: Four Corners of Charlotte LLC 1612 Seattle Slew Court Waxhaw,NC 28173 Prepared By: Thompson 5111‘ Environrnen ta Consulting \\.\I 1_1: . \l.\SI 1WW.VFl.R • WETLANDS Thompson Environmental Consulting, Inc. PO Box 541 Midland,NC 28107 r4p SOIL s�, July 15, 2022 C5 0 1 H O4 /1.0 ,- .i lie Al- . _ . 4:- 41' y". .-t) - -- , _ . _._ ...s. , , . ( _ - ' 128; INTRODUCTION & SITE DESCRIPTION This Soil and Site Evaluation was performed on a 0.47-acre lot (combined Lots 16-20, Section C — Bumgamer Gardens), located on 1574 Allen Lane, Conover,North Carolina(Catawba County Tax Parcel ID: 373418404509). Thompson Environmental Consulting, Inc. (TEC) was retained to determine whether the soils were suitable for onsite subsurface wastewater treatment and disposal. The property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage Treatment and Disposal Systems", amended April 1, 2017). INVESTIGATION METHODOLOGY & SITE PHYSICAL CHARACTERISTICS Individual soil borings were evaluated, and soil color was determined with a Munsell Soil Color Chart. Observations of the landscape (slope, drainage patterns, etc.)as well as soil properties (depth, texture, structure, seasonal wetness, restrictive horizons, etc.) were recorded. The property is currently undeveloped, is mostly open, and is vegetated with fescue and a few mixed deciduous trees. FINDINGS A field survey was conducted on July 14, 2022. Borings were advanced within the project study area and locations noted in the attached Figure 1. Borings rated as Provisionally Suitable for the installation of a subsurface wastewater treatment and disposal system utilizing Accepted System and Prefabricated Permeable Block Panel System drainfield products are denoted in the attached Figure as green points. Surfaces typically exhibited friable loam to clay loam/sandy clay loam with weak, medium, granular to subangular blocky structure 8 to 12 inches in depth. Upper subsurface horizons exhibited firm clay to clay loam textures with moderate, medium, subangular blocky structure 34 to 42 inches in depth within the proposed drainfield area. A long-term acceptance rate (LTAR) of 0.3 gal./day/sq. ft. would be recommended for these soils. DISCUSSION The lot appears in a plat recorded with the Catawba County Register of Deeds Office on June 4, 1970, and would be considered "repair exempt" per 15A NCAC 18A .1945 AVAILABLE SPACE, which states in part: (c) The repair area requirement of Paragraph (h) 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; 1574 Allen Lane I July 15, 2022 Preliminary Soil and Site Evaluation The soils observed within the project study area will support the installation of a subsurface wastewater treatment and disposal system utilizing Accepted System or Prefabricated Permeable Block Panel System drainfield products. Approximately 3,300 square feet of suitable soil area would need to be designated and left completely available for a 4-bedroom Accepted System installation. The required square footage can be reduced by 25% if using a Prefabricated Permeable Block Panel System drainfield. CONCLUSION The findings presented herein represent TEC's professional opinion based on our Soil and Site Evaluation and knowledge of the current laws and rules governing on-site wastewater systems in North Carolina. Soils naturally change across a landscape and contain many inclusions. As such, attempts to quantify them are not always precise and exact. Due to this inherent variability of soils and the subjectivity when determining limiting factors, there is no guarantee that a regulating authority will agree with the findings of this report. 1574 Allen Lane 2 July 15, 2022 Preliminary Soil and Site Evaluation NNlite.„......, �� \ \ \ 1 0 0 k 14 4. 373418404823 \ \ \ \ \ \ \ \ \ . \ I \ a \\\ , \ \ ..\\ 373418402681 • \\ I! . a ` 373418404509 4\r r • • \ r -- o �. N a .. . . p 401 N 1 ) / ...... i \ .,* \ en In LEGEND r 1 GIS Parcel Lines >` GIS 2-ft Contour Lines Cy j 373418403376 ' I- ko. _ i Project Study Area • / .: - i Soil Boring Locations Date: Soil and Site Evaluation July 2022 Figure thompson Prepared For: Fnvironrnent, Lots 16-20, Section C- Bumgarner Gardens Scale: Consulting IMOININIM Four Corners of 1574 Allen Lane 0 15 30 ft Charlotte, LLC Conover, NC 28163 TEC Job#: Catawba County 22-196 6. No trade nor Wiriness and no noxious nor offensive Title* medal be *arras," an n 10o y nvsno. 1 • subject to the foltaeing reservsttoas, oov*nante upon any lot or treat, nor shall anything be drove O. •ehteh may be or begone and rvetrlotlona Mitch*bal.- -'lib the land: p R °.an annoyane* or re teenoe 1.0 the neighborhood. 1. T:t.s property shall be midi far roaldentlal parpomas, a10eg1*-.mat 0Pell}ogslonly. . y. So lot .hall be used or maintained am •dumping ground for rubblah end then are 2. All dnllin(e eonetruatt6•hall a t.lµµ not lee+ than 1100 stare Spet bf heated to I. no absndoaed or junked automobiles or vehicle.. On the proper Trash, floor space and b• above pound Lifts" in t$ ma& fjaar. partite*er atMr ruts 9911 be %apt only In sanitary aontalners. Alt lnnlnara ]. go t.ltatian brick or l.be.tee ehtnttl• elding, denaets or otnder block or s10s0o tore ar other•qulpment for the storage ar disposal of seen material shall be Id Ise used on'siert*,Malta of any r.*teen••• kept to a*lean and sanitary cenditloa. 1$. go poultry, no nine nor guars, nor cattle for any purpose gill be alleged on,a.iy 10. All dwellings eenetruoted *hell hen • set-bask at least 40 feat frog,trent lets♦ y property 1I rue. 5. No mablle or stela he.ea, sit er temporary op pepmseant shall i be aneerld. t P. • 6. to d«u Biala • ing be eenatr•et•d on• let oeetetnteg lee* tlanR20,000 a4oarS Plot. .ly" T. 10 tr.*tere or trailers s.L11 be allowed in aub.dlvielee over-Ianrght or p.rk.d�. 71 .& POL/E0 FOR RECO?^:: era`a ear R for leading or un-1ea01nt. el '4 era �Wl d*4 w • ` t g=t>[ ! s-a y0- tie 0 a wlumgalprj S and � " 41s wSaCw n y::.r...?C' A BLO • K _ O °' AhPRCf 0 a1 •� R amgrr:rs+o z0eni 41223211ih = _ ;I 17r mwaaraats Fr*rro raliCOa } erviar • e# : ^; o -! b•I. Zee`_ . a 10 I . • a . .s Jy 1Me.._aa .�JtiL 7•.iL « le p '0 Q•� •• I.tLe i a.1�4c •.rstr ZI• ".. .M �' ci : a—__ _�g�_ 16 „ I IS 1fi f : e•OsAC ~. a w V I. i L- (S a_, A IT 1B g, *.p•ac _ 0 « 15 Frye 1 I I , I 19 • •0F i a u Imo . r�o-0 - . 1S �°o a F(0 WILBURN II.,. r.sos • 1 - DR. • �;��� moat «-I „1 I a a- . t w R a IO « W l' * _i— ,,,.:_06, S f'a e' IQ 4 � C c + .• 111111111111111no?s$ Z7: a � Ng 1 2r34 1 S C J I Nei .� II _ - \L 3�. � :G_.• L ` .. n lac$ T2 �,zv VERNON QR. 60.Q rr ' w M ja © _r 27 I G : r _ Fr1 q S2>2s _!! S 13 a'23 FOT Org., . O e �rb1 :•II 231•_ is ab Ng� e% J s -t �O •R � pi� f =; g Mae s<w Je r a, 1111114 RANSOM QR. 60.0 - *, I- [' =rr A m b6 • gc O• tLrP,�,,_l,c.- 1tallillinir • �?A r , ` a l0 w Wranti is , a,-2s[�23As _ 3•- ..r .. I 19 2 f N - I .air...r: - - _ g0• at < 10 18 I �- "r 3-321 16304 - •-•- b? ...Is : 10• 17 , `I b r-21 i Ouke ' r 23d.l7 ii I a Ivp bUA16MNE11 Il rI 1 '' Yt., " ifi�: S: �, 7rym r���rrr9 •` F -Pi 2 w Z* a r rxraac+m▪ .. 2 ^ 2 • n a id -.1 e I%gm.0 wee• y ; , m •0 11 1 i n• W r�a,�/•�wy�-_r..a I M " _ • IIL��fs 1 r C-� - a o.w.mo•... A • I.06 A.C. Came• nada STO0T ar Mom C•g,1L,.• Z taa,h Of ti7011• BUMGARNER GARDENS Nd-sow. eawowt et d 63 .m�e.,`m'r Me wmn•e"ro ,10 ta.,•ree OM.3r,0eN,D00313 IMO f n gr I _ _ - N F"�'�r'N t•>M+t.+l}.ebb k riot rig.t•C We gM,M Me trgnrc•n a PRIM ,s,e •./ • G'Na'./. '' - " wtfrgtTg m.*tcr aCt01•IM A Tne man a es •,reamer •oo CLINES TSHP - CATAWBA Co _n•r/F/d If 7Q.xalsr ■.o r•p rM 77nen. .nog, •. seru1L su.vty e+a[ n «r Fro b•WNtkea tar air rnTN d v or ►FI HM. IM .•r,rw LwtM SAM ROWE JR - SURVEYOR 1 rrn* or Ca01V� o I c.S000_ - SCALE I. • 100 0. + �'1 �/a �▪ -� DATE APR 1 L IS, B70 ara,srfM I su.vsrn• WRYLY F s e Je 0*e0 dr 5 M tO A _ _ _ �r_ /, SELLING IOOIT- CARPENTER WWCt10N I a•Z 3[ S 03 ,� ♦MOP•LL N[P 00 •NC*[ P.W*Tl,T.�111 J!'A.$O;�.yp�w.f.14t NOTE /'• T-11 • .� 0v!n CAP C[.rrn MaT I ar r.I o+.M a art Mer[1tr I N•IIe a 0-I NON PIN S 1.0 ref KM,♦NOT I M0.M., •CI4L1000 ha/ANT NO Le1N["1 f CONC.eCNILII[NT 50. Al. t0 w Iry Nat ACT •ND l0 MUN0•001400.1 A POOLS Vas •LG . -. I� •—'-- VVARA,LLL0•0.tam[y.1* •A on. ItitO •11 01 9NOI,r II 1 t TW R I OT. i rya r.C■ rn COOt T.YT Y M•{K M. SWILIpt� r t0Mft* +Mg 1Yet TO MOT r 00 eI• ,0N III %al awe/ ram af0 and!ab".T6 IMC6al .l.Tee mu it 1hrrg1 1V.01V1fe. 0 ern.I TA a1ONoae�,{I1t OP.I TRACI m.IR. PeT DI •f? f•y/ O O... Tay 1Y•brie*Im1o<a M care 0ma-_0— was . 'm1eM11YfIe / Canal. Mar, w•a•. ,I1- /'., p.Y SL pI a L I e e/pain n ao••tftyL+.+.... /1 r J/ �_ __ --_-- - ____—. Ng,_ _ ._ _ r. -- -- - - - ^. _ r Thompson Environmental Consulting,Inc. �/�2_ PO Box 541 The ISS evaluation is being submitted pursuant to and melts the requirements of G.S. 130A-PROPER9YID 3 � f Midland,NC 28)47 335(a2). COSY: 4474 I,,,. &I SOLUSITE EVALUATION for ON-S1TE WASTEWATER SYSTEM OWNER: • 7 jY? a_ ADDRESS: DATE EVALUATED: PROPOSED FACILITY: Res. PR DESIGN FLOW(.1949): 360 gpd PROPERTY SIZE: Y cc. LOCATION OF SITE: f A/ ti Le-i , 4 N v✓" PROPERTY RECORD: 1970 WATER SUPPLY: 0 Private ia Public 0 Well 0 Spring 0 Other EVALUATION METHOD: 49 G cr Q Tub Baring 0 N 0 Cut TYPE OF WASTEWATER: ', m e 0 e!Process 0 Mixed �. • • • P o SOIL MORPHOLOGY pI ✓ (.1941) PROPQ=FACTORS . 1 E LANDSCAPE �OM l` '+ 9061110141 °EMIT .; rooms APO I aLQt X Mt) 1941 .W1 •011. 1994 -`.,I111 ' CLASS SI RUCi URr! C 3141DS INC 1/ wrry d!! = SAM* •',TatT1 MS coma RALOCY COR =SW CLAM L5 0 ' ,r ,4.45/N,0� . . 4'1» g - e Sk 6 V Fiksh/TC9c/ \,v . ,. ' .- k. , .- PS 1 v1 ! ci r kit V " 7 r 1 l e F- /vsf'L1 ',it, - r.- i �0 L ' '� Soh GL ��(fs/Soffit-� '�' � E. .4 -PS 2 3 '� (l- c. i�/rf/93/scx, (� 11 . ~'.' 0.3 -1 Chi fr/sf/sp/e 1l % ;$' 14}id 111 t 7� rU s . 1 t . `( (!'J ; S r I L— ,�+'1#s4-4/A,6, ) J. r ,a , i1J ,?Y Act, ,4c/Sea/rexi " " ',. - t 3 4\p �'� l+5 ` l/rr�Ahc�� � .� , t I ". " PSr .,." 0.3 7 41. 6ta}, c 1- b/AJis-ph 3L{ ' .rrIA 0, a- 4 rI v A-1,4c/,40,Avcxa . . q so 2' jtLI sa, et/55-kilnc, :sue 4 '410 /1> ,�>/srkPlsrev 1ty " ` _ PSR , . 1) ' Cl/ =R/� 4/rnv , _ - -•1_ ..... .-2,, ,I%iir. 0.3 dl� 4 ' j r .Y SYSTEMDOSCRIPT1ON INITIAL OTHER FACTORS(.1946): = f �` Exempt SITE CLASSIFICATION(.194s): P'�r f�-"IICCP:'•' 1;'r! 'c" '' . Available Space(.1945) • EVALUATED BY: ' F / ;i"i 'f � A System Thaw Accepted OTHER(S)PRESENT: L. T•o:son;LSS 1 .ice' 4-1 She LIAR 0.3 _ r - . COMMENTS: 7 1-'9.x M 1/ Ail(), &pc 'coifr , .s., d I .i` SOIL/SITE EVALUATION sheer 2-0 Z shert-cam afield a MO PROPERTY ID#: '- 3`el is' oyco Nit. N � , ��,`�- DATE OF EVALUATION: ������ rf / P R SOIL MORPHOLOGY OTHER _ F (.1941) PROFILE FACTORS t t .1940 . .1942 E LANDSCAPE Rom .1941 .1941 SOIL .1943 .1956 .1944 PROFILE t SLOPE% ON STRUCTURE/ CONSISTENCE/ WETNESS/ son SAPRO RESTR CLASS DEPTH TEXTURE MINERALOGY COLOR DEPTH CLASS RORIZ &LTAR 0 41 r C 10 �/y'1/� ,"` �j 1 1� y�) 5( t, i//sr4P/fF o i t, PS b f l,b Sr f e v ,' / 40,40 - )116\tif 1 -. 1. • • I , 1 • ` I COMMENTS: 0.1 Updated Fchnary 2014 4 J Quick4TM STANDARD CHAMBER 52" Quick4 Standard Chamber — - 48" (EFFECTIVE LENGTH) elli liEli 11 ii ii li ,2" f 8„ - $4" SIDE VIEW SECTION VIEW MultiPort End Capamm -- �— —�_� ,, iiiin timpro/.4111111r--"1".\11 ,2" I r tii1 . 11..to---milw... ... 34 "� SIDE VIEW TOP VIEW FRONT VIEW Quick4 Standard Chamber Nominal Specifications MultiPort End Cap Nominal Specifications Size(WxLxH) 34"x52"x12" Size (WxLxH) 34"x16"x12" Effective Length 48" Invert Height 8"or 1.25" Invert Height 8" INFILTRATOR SYSTEMS,_INC,STANDARD LIMITED WARRANTY ,a :r , I I., , , ...nary manufactured by Infiltrator('JRfis n.t.when rstaaed and operated ..I-isle�I ,:y,tI r of rvt.r- .. ..,,Is wsran:ad to the original purchaser 1"Hokin,'I against ileleueesi ne:erels and workmen'',I:'a one year from the J.i': " ,.;`sued Ill the septic system contaneg the Units,pmWdetl.however. :a:it a septic permit . nt HLere byeLable t .' I xgn IQen die grate ter�I�Ibn or rhe sep:x:system commences pax 0Cmse fps old rectr../As.iHter v. s4nobfy'nJ.,..:. d r.i t reerite , .RhIested Warner,fi�,t,51INFILTRATOR Au,of de alegai.Islet:tinter wi scppry repLw lws t.Am a Joss determined by Infiltrator to b^corernl by I ImteU Warranty Ir^Poaror's latey row:Maly excludes Ore cos.co renew]ardor rrdatalen d the rents ® T THE JNITS I WARRANTY AND LIEDREMEDES IN TIES OF SUBPARAGRAPH dal ARE EXCLUSIVE. THERE FOCI ARE ULER WARRANTIES WITH RESPECT SYSTEMS I N C TO THE JNITS INCLUpNti NU IMPLIED WARRANTIES OF MFRCHANTARII Try OR FITNESS FOF7 A PARTICULAR PURPOSE (c)This t meted Warrenly dal he void if arty pert o'the cp:anber system rs rren rrectreed by erryure other glen It fietata The Longed Warranty does not extend to Incidental.consequential.special a Indirect dac nes Infiltrator5 a ator shall not be liable Ice perltres liquidated damages.including toes of Environmental Onsite Wastewater Solutions" pretlretion and polls Ll,a and materials owe-head coat•or other Inca or expenses ncwred by the Holier Or any'reed Parry Specnccaly baCleded kin brined Warranty"wows e we:hinge b the I1'ke due b OrdneY war and tear eaerano.,...MN.mire•abuse or neglect of the Units.in Units beg subfected to whine trier or oOrt Cantatas weicrh in nor penreted by le ie!aaateo,nstn c ti ns'erne to rns•lan aye 6 Business Park Road • P.O. Box 768 minimum gourd coveys gel rod,n the rrtalaaor rstluctgalR the placement of Inomfx,manna*n;o the system car tering the Uxts.lancers rat try unite Cr the eeaUC system AB to Wow..sung a lrepoper ailing.excessive Weser usage.improper grease deposal.or.cocoon vcw'eton.or Old Saybrook, CT 06475 ary other Went rot car:sed by Infiltrator Tho Lusted Warranty shall be wart I the tkYdu lift,',sculls wilt ei ot tee tnrtns ear lOrtn in 0,0,[metedWarranty 860 577 7000 a FAX 860 577 7001 Further.In no event dial Inetro:a be res7x.OAIO'Or ten toes or damage to Ile Holder,the Units or any ttnl perry resulting Iran Installation or ship 800-221•4436 maw.Of horn try product babllty claims of Holder or any third party. For ttis Limited Waranty to apply.the Jule must be Installed in accordance with ell ails conduces required by state and local conies,NI otter applicable laws:and nfiltrata's nstdlatton Instructions Id No representative of Infiltrator has the authority to change or extend this Limited Wetrenty No warranty apples to any party other then the orig- ice tinkle The above represents the Standrd Limed Warranty colored by Innela. Merged number of slates and coolies here sfereinl wananfy wins- mints Amy urc hewn of Ults should contact nbretors Corporate Heedquiters In Old Saybrook.Connecticut prior to such purchase.to obtain a copy or the applicable warranty.led should crankily reed tat warranty prior to the purchase of Units U S Patents.4,759,661;5,017,041;5.156,488;5.336.017:5,401,116;5,401,459;5,511,903:5.716,163:5,588.778:5,839,844 elk Canadian Patents:1,329.959.2.004.564 Other patents pencing • v•� Intiltralor,Equalizer and SdeWlnder are registered trademarks of Infiltrator Systems Inc.Infiltrator is a reylslered trademark in France.Infiltrator Systems Inc. IS a re istered trademark in Mexico.Contour,Contour Swivel Connection.MicroLeaching.Pd7Tuff,SnapLock.Chamb rSpacer.PosiLock,OutckCut,QeckPlay RECYCLED PAPER and Ouick4 are trademarks 01 Infiltrator Systems Inc 0 2003 Infiltrator Systems Inc.Printed in U.S.A. Opt 1 2031-IP 0 1