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HomeMy WebLinkAboutAOWE-06-2023-198832.tif Residential Subsurface Wastewater Treatment and Disposal System AOWE ATO for Lot 8 - Spring Farms 4484 Springs Road Conover, NC 28613 Catawba County PIN: 373411750479 October 30, 2023 ,,,����IumuHS.4.4 Prepared for: `��.•``�� '� •*•R,Q�fA''•,,� Century Complete / .7 9325 Center Lake Dr., Suite 160 rt-q-S 11208 Charlotte, NC 28216 :. �• 704 488 1100 %gyp '•�q�HEAD ?::' �..` � ........•• G- s1. Prepared by: E WA1 Larry Thompson, REHS, LSS ca •: a Thompson Environmental Consulting, Inc. , ` PO Box 541 ` V : Midland, NC 28107-0541 = • 0016E -11 Phone: 704 301 4881 •'� •• • larry@thompsonenv.com `4 U�►'��`'‘ RECEIVED O C T 3 0 2023 Environmental Health Lot 8-Spring Farms Details Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare an AOWE septic permit package for a new 4-bedroom single-family residence to be located at Lot 8 - Spring Farms, 4484 Springs Road, Conover, North Carolina (Catawba County Parcel Number: 373411750479). The system has been installed by Dewey Grant (NC Installer 2607) and inspected by TEC. The system has been installed in general accordance with the AOWE permit package submitted to your office. The recommended maintenance plan and as-built drawing are included in this package. This report shall allow the Authorization to Operate to be issued for the certificate of occupancy for the above referenced facility. OPERATION and MAINTENANCE A. Operation and Maintenance 1. The septic tank and pump tank shall be pumped out when the solids within the septic tank reach an elevation that is equivalent to 25% of the volume of the tank. In some situations, the tanks may need to be pumped more frequently; for example, if you are using a garbage disposal, it is recommended that the septic and pump tanks be cleaned out annually. 2. The effluent filter should be inspected annually. When it becomes necessary to clean the effluent filter, the filter should be removed, and the accumulated debris washed back into the septic-not onto the lawn. 3. The drainfield area should be maintained to prevent overgrowth of vegetation. Any damp areas, leakages or malfunctions should be addressed immediately. 4. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. 5. Valve boxes and pressure manifold boxes should be inspected annually for proper function. The pressure head should checked to ensure the system is dosing properly. B. Suggestions to the Homeowner 1. As previously mentioned, a garbage disposal is not recommended. The ground up garbage adds large amounts of solids into a septic tank that tend to degrade at a very slow rate. 2. Grease, cooking oils, coffee grounds and non-degradable solids (disposable diapers, cigarettes and solid paper wastes) should never be put into a septic tank. 3. Used motor oil or any oily liquids should not be disposed of in a septic tank. 4. Be aware of the amount of water that you are using in your home. Water saving fixtures and devices can be installed on sinks, toilets and showers to reduce the volume of wastewater that you are sending to your drain field. 5. Run dishwashers and washing machines only when you have a full load. 6. Repair leaky faucets and toilets. Small drips equal large volumes of water over time and can over burden your drain field. 7. Do not use chemical additives in your system. Studies have indicated that they do not increase the biological activity that naturally occurs in the septic system and in some cases certain additives have been found to be detrimental to the life of a system. Lot 8-Spring Farms OWNER ACCEPTANCE OF SEPTIC SYSTEM Katie Dyess , owner of the above referenced property, do Printed Name hereby accept the septic system installation performed by Dewey Grant of Grant Maiden Septic and Grading and, by way of this closeout document, request an authorization to operate and release for a certificate of occupancy. Katie Dyess(Oct 30,2023 10;40 EDT) Oct 30,2023 Owner Signature Date October 30, 2023 RE: Septic System Installations Spring Farms Subdivision (Lots 7, 8, and 9) Conover, NC 28613 The purpose of this letter is to confirm that the septic systems for Lots 7, 8, and 9 of the Spring Farms Subdivision located in Conover were installed in general accordance with the proposals submitted to your office by Larry Thompson, LSS. Lot 9 was able to be installed without a pump (gravity-flow) after consultation with Mr. Thompson. Sincerely, D Y L Grant(Oct 30,2023 10:25 EDT) Dewey Grant Maiden Grading and Septic Residential Subsurface Wastewater Treatment and Disposal System AOWE Permit for Lot 8 - Spring Farms 4484 Springs Road Conover, NC 28613 Catawba County PIN: 373411750479 June 20, 2023 ',`ttiomu iott ��� Prepared for: �4�`,4� •••~' 0.i.� Century Complete : 9325 Center Lake Dr., Suite 160 _ ce = r 1208 - : ce = Charlotte, NC 28216 !. = ; '1 .` 704-488-1100 4.7 %#P '•..••gLHEP►� ...f ,st ............... Prepared by: o% w4./.... .,. Larry Thompson, REHS, LSS •' . Thompson Environmental Consulting, Inc. Nuntier• G°` tlicada PO Box 541 • :w Midland NC 28107-0541 =S i 0018E a - _. • Phone: 704-301-4881 w -a i �` ei l Larry@thompsonenv.com %�Ab►,,�•tu��A �`', ;f .I. Lot 8—Spring Farms Details Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare an AOWE septic permit package for a new 4-bedroom single-family residence to be located at Lot 8 - Spring Farms, 4484 Springs Road, Conover, North Carolina (Catawba County Parcel Number: 373411750479). Based upon a previous soil and site evaluation performed by TEC, it was determined that a sufficient amount of"Provisionally Suitable" Group IV soil is available for the installation, of a Pump to Accepted System for a 480 gallon-per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LTAR) with a Horizontal Prefabricated Permeable Block Panel System (PPBPS)repair area at a 0.3 LTAR. The property will be served by public water. 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), and the plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5)and (a6). Location From Hickory, take Springs Street towards Hall Street. Lot is locate on the left just before Hall Street. 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 NC Authorized Onsite Wastewater Evaluator No. 10016E SC Certified Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Lot 8—Spring Farms Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A 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. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons in capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted (i.e., C-293 boot with a stainless-steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established (a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion-resistant, Nema 4x-rated control panel. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 5. Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 6. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipe, Fittings and Supply Line 1. All discharge piping, connectors, and supply lines should be made of SCH 40 PVC and fitted with pressure-rated couplings. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. Supply line shall be constructed of 2-inch SCH 40 PVC pipe with pressure fittings. D. Distribution Method 1. The drainlines will be fed via a distribution box. • Lot 8—Spring Farms 2. Distribution box shall be water tested at the time of the final inspection E. 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 occur within the drainfield area while the soil is wet. 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 three (3) lateral trenches to be constructed as 3-foot wide by 133.4 feet long. Total drainline length is 400 feet. 5. The specified trench depth for this system is 20 inches. 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. F. 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 to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. G. 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 H. 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 equivalent to 25 percent of the tank's volume. In some situations, the Lot 8—Spring Farms 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 cleaning the effluent filter, the filter should be removed, and the accumulated debris will be 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: 480 GPD—4 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Pump Tank Size: 1,000 Gallons (minimum) Pump Size: 25 GPM at 12-ft TDH Recommended Pump: Liberty FL30 or Equivalent Dose Volume: 240 Gallons Pump Run Time: 9.6 Minutes Pump Tank Drawdown: 11.43 Inches 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 133-ft Long Total Trench Length: 399 Linear Feet Maximum Trench Depth: 20 Inches Required Soil Cover: 6 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Horizontal PPBPS Lot 8—Spring Farms Required Linear Footage: 267 Linear Feet Available Linear Footage: 325 Linear Feet Maximum Trench Depth: 20 Inches Required Soil Cover: 6 Inches \- N(11/ 'ji- \: 0 it7 i �I (ji/ IF. b b i 4, 4 , 1/ O � 0� )4 1 v ice_ �f9 l`' o� � 1 ' \ t'v35 v1 , ;1- a5i' LI,, ,,.._ i'v ljaox Li-tx10(vvi ) iv--1 MC'5"'CA;"' l,tp.evf..., 7 r-____ 1,if10,--rcl, .1 f OF.. Sib' i ci — 5pYkst9s Q ci . • r- \ Thompson Environmental Consulting,Inc. Sheer 1 Of P•-� PO Box 541 PROPERTY ID h:37r//5fl ernMidland,NC 28107 COUNTY: 1A1kA SOIL/SITE EVALUATION 1for ON-SITE WASTEWATER SYSTEM OWNER Rrllrrd s 1tVtS ADDRESS: 1 DATE EVALUATED: 3 PROPOSED FACILITY: ✓ _PI�C� SIGN FLO (}949): PROPERTY SIZE: (/I LOCATION OF SITE: L Ylfll(S va PROPERTY RECORDED: WATER SUPPLY: 0 Private rd Pnblic ❑Well f 0 Spang Li Other EVALUATION METHOD: r4u Boring 0 Pit ❑Cut TYPE OF WASTEWATER Sewage 0 Industrial Process 0 Mixed • • •- • P R SOIL MORPHOLOGY OTHER 0 (.1941) PROFILE FACTORS I .1940 E LANDSCAPE HORIZON - POSITION/ DEPTH 1942 PROFILE 0 SLOPE% ON .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE! WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS . HORTZ 0- 3 sc. s �,ssy. 3s -fee 3S6 cbs. 1 D , 0-3 (G ,s� (---)? 2 1-5- V-{ .49c3( U-55- & sb k_ rise Z P 5 o 4 DESCRIPTION INTTTAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): provi _.: '' Available Space(.I945) PS PS r T H 04 systenType(s) Accepted PPBPS EVALUATEDER(S) RESE t.�1 / r 7, �l +,,� P OTHER(S)PRESENT: i �I,I�,1���;'r�-����-� Site LTAR 0.3 0.3 L. Thom son, LSS �, r ► " �'_► a - COMMENTS: A1, N;t4;•.f* Updated February 2014 _ t, • f • (..-•-"" i C Thompson Environmental Consulting, Inc Location: Lot 8-Spring Farms PO Box 541 Midland, NC 28107-0541 Date: June 20,2023 g tal: :1- , , .r.' '4 "2' i V. V .°! sVi� . nt H •' .. a ihu s ' oa I +• o F" ••••..--. . , . L.. -. . . .. .... .. -. • • • - • • . •• o " V w M ' E, • . a a. d i r Q ,,, 0 i • ai ►_ i ...,,,, 111g .2.1. 041::frAl:"N c% O N '' irdo p'H ( - p' d f ci. A 11 .. F. ..AMETIM - - iliBP IN . . xi • .tea _ jar ..- A c a ,� w c °r Y, ' x ^ u ° x T _ V ' cn , � , _ ►+ vs x H ro • ro a a+ . • . a .. `�' a U a ` ', El. W L7 1v El. , 4 x x a a a W v o '+ , k. V o . z V 11 V A . `• y . 0 H V T a H .p• .M a y CD wx 1 . . libEfjj Pumps A Family and Employee Owned Company Pump Specification 1/4 FL30 - Series - :�. 1/3 HP Submersible Effluent Pumps l!�� ,,,:,,,,,,_,„ *ray-. ....• ��I LITERS PER MINUTE i 0 50 100 150 200 �� � 25 I 1 F. 1 , - 7 20 - 5 cn 15 re Ili 1- i- w w w 2 w - 4 z z 0 O Q Q w w I I -J J Q I- 0 OF 10 3 I- - 2 5 • - 1 0 0 0 10 20 30 40 50 60 GALLONS PER MINUTE Copyright 0 Liberty Pumps,Inc.2019 All rights reserved. Specifications subject to change without notice. FL30-Series P7 R9/27/2079 7000 Apple Tree Avenue Bergen NY 74416 I Phone 800-543-2550 I Fax 585-494-1839 I Email Liberty@LibertyPumps.com I Web www.LibertyPumps.com FL30-Series Dimensional Data 1-1/2" NPT DISCHARGE FLANGE [251 m m] amo. `a9.87in ;.„).. \ . „......„ _, I. 1 ...„1„,,...s3,) iI _,..—,mill *, C--- ii„ 1 [288mm] l' 1 [242mm] 11.3in [215mm] ! i 9.5in M( 1�� `� 8.5in Alf1 0 miimirei— 1 I—IH9 7 mmi • 3. I' , , r 1 ' AbWily Pumps PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING I PS.ANY PROPERTY UCTIO FL30 SERIES DIMENSIONAL LIBERTY PUMPS.ANY REPRODUCTION DWG.NO. IN PART OR AS A WHOLE WITHOUT THE SRE REV. WRITTEN PERMISSION OF LIBERTY PUMPS A DATE: A IS PROHIBITED. APPLICATION DO NOT SCALE DRAWING 'WEIGHT: LBS I EEI I OE SCALE:I.I SH Copyright©Liberty Pumps,Inc.2019 All rights reserved. Specifications subject to change without notice. FL30-Series P2 R9/27/2019 7000 Apple Tree Avenue Bergen NY 74476 N Phone 800-543-2550 • Fax 585-494-7839 N Email Liberty@LibertyPumps.com - Web www.LibertyPumps.com Quick4 STANDARD CHAMBER 52" Quick4 Standard Chamber — 48" (EFFECTIVE LENGTH) ie 1 34" SIDE VIEW SECTION VIEW MultiPort End Cap _-- ���� 16" rink • III A.1 � 10 ill 312" I. ���--�'1111-1111-11v 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)The structural integrity of each chamber,end plate,wedge and other accessory manufactured by Infiltrator('Units'),when installed end operated in a leach field of an onsite septic system in accordance with Infiltrator's tnstnrcaons,is warranted to the original purchaser("Holder)against defective materials and workmanship for one year from the date that the septic permit is issued for the septic system containing the Unite:provided.however that if a septic permit is not required by applicable law,the warranty period wit begin upon the date that installation of the septic system commences. To exercise el warrantyd rights,Holder must notify replacement In bete at Its Corporate Headquarters t Old offeredSaybrook.Connecticut trra fiheen(15) I N FI LTRAT�R O days of the staged defect Infiltrator will supply replacement Units for Units determined by nMtrator to be covered by this LlriRxl Warranty Infiltrator's labily specifically excludes the cost of removal and/or instalaton of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH tel ARE EXCLUSNE. THERE ARE NO OTHER WARRANTIES WITH RESPECT C ^I R TO THE UNITS.INCLUDING NO IMPUED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. SYSTEMS I I V C not extend to incidental,consequential,Ibis Limited Warranty shall be voidspecaal or indirect damagert of the chamber s.IInfltratertem is manufactured shaan be bhabit, y to Ice anyone otnati than quldater. The Limited Warrantyrig does production and profits,labor and materials.overhead costs,or other losses cr expenses Incurred by the Holder or damages.including loss of Environmental Onsite Wastewater.SOII/fiolls" any party. 9'o neglM kern n United Warrantyto the coverage are damage Units due to ordnery wear andtear alteration.accident,misuse,abuse or neglect M the Units;the Units being sublected to vehicle traffic or other conditions which am not penrdtted by the herniation instructions:failure to maintain the 6 Business Park Road • P.O. Box 768 ragman ground covers set forth In the installation Instructions;the placement of improper materials into the system containing the Units:failure of the Una or the septic system due to Improper giteg or Improper sizing.excessive water usage.improper grease disposal.or improper operation;or Old Saybrook, CT 06475 any oth event not caused by Infiltrator This Limited Warreny shall void 1 the Heiler fails to comply with al of the terms set ford,in this Limited yo 860-577-7000• FAX 860-577-7001 Further,n no event shall Infiltrator be responsible for any bee or damage to the Hader,the Units.or any chid party mating from instelation or ship- 800-221-4436 merit.or tram any product Ilablhy claims of Holder or any third party For this Limited Warranty to apply.the Units must be installed in accordance with al site cpxitions required by state and local codes:al other applicable laws;and nritratofs nsallation istnrclbra. Id)No representative of Infleator has the authority to change or extend this Limited Wamnty, No warranty apples to any party other than the origi rap Holder. The above represents the Standard Limited Warranty offered by nfillretor.A knifed number of states and counties have different warranty require- /rants.My purchaser of Units should contact Infiltrators Corporate Headquarters In Old Saybrook.Connecticut.prior to such purchase,to obtain e copy of the applicable warranty and should carefully read that 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;5,839,644 ,If Canadian Patents:1,329,959;2,064,564 Other patents pending. Infiltrator,Equalizer and SideWinder are registered trademarks of Infiltrator Systems Inc.Infiltrator Is a registered trademark In France.Infiltrator Systems Inc. ~' is a registered trademark in Mexico.Contour.Contour Swivel Connection.MlcroLeaclung,PolyTtdf,SnapLock,ChamberSpacer,PosiLock,QulckCut,QulckPlay RECYCLED PAPER and Quick4 are trademarks of Infiltrator Systems Inc.®2003 Infiltrator Systems Inc.Printed In U.SA. Q011203h-IP-0 . ., , gpg-tilk-x)3 - ifinbip � STAnTE4 ��_ b6-2DL3— O n32 �'„,,,•.,,,, ROY COOPER •Governor ,1, % NC DEPARTMENT OF KODY H. KINSLEY• Secretary a /1 S HEALTH AND ,er HUMAN SERVICES HELEN WOLSTENHOLME• Interim Deputy Secretary for Health *.n.,• MARK T. BENTON•Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR AUTHORIZED ON-SITE WASTEWATER EVALUATOR PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the AOWE in accordance withc G.S.130A-336.2 LHD USE ONLY: Initial submittal of this NOI received: 6-2J- L3 by ✓r Date Initials PART 1: Notice of Intent to Construct(NOI)-Please check all that apply Single System or ['Multiple Systems AND ® New ❑ Expansion ❑ Relocation of all or part of the Existing System ❑ Relocation of Repair Area ❑ Repair—LHD Permit Number ❑Repair—EOP/LSS COVID 19/AOWE Permit Number 1. Facility Owner's name: (Owner,Company Name, Utility, Partnership, Individual,etc.): Century Complete Mailing address: 9325 Center Lake Dr., Suite 160 City: Charlotte State: NC Zip: 28216 Telephone number: 704-488-1100 E-mail Address: katie.dyess@centurycommunities.com 2. Authorized On-Site Wastewater Evaluator(AOWE) name: Larry Thompson LSS License number: 1208 AOWE Certification number: 10016E Mailing address: PO Box 541 City: Midland State: NC Zip: 28107 Telephone number: 704-301-4881 E-mail Address: larry@thompsonenv.com 3. Licensed Geologist(LG)(if applicable)name: N/A License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons is attached that includes the name of the insurer,name of the insured and the effective dates of coverage: ■❑AOWE ❑ LG 5. Property location (physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted): 4484 Springs Road, Conover, NC 28613 (PIN: 373411750479) County Name: Catawba RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH J U N 2 1 2023 LOCATION:5605 Six Forks Road,Raleigh, NC 27609 MAILING ADDRESS:1642 Mail Service Center,Raleigh, NC 27699-1642 www.ncdhhs.gov • TEL: 919-707-5874 • FAX.919-845-3972 Environmental Health AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER I T I AOWE Common Form LHD Reference: wt—96— 02-1-198g 32 6. Type of facility: ElPlace of residence No. Bedrooms: 4 No. Occupants:8 ❑ Place of business Basis for flow calculation: ❑ Place of public assembly Basis for flow calculation: 7. Factors that would affect the wastewater load: Proposal is for domestic wastewater strength only. 8. Type and location of proposed wastewater system: Pump to accepted system located behind the residence. System classification Type IIIb. 9. Design wastewater flow: 480 gpd Design wastewater strength: ❑■ domestic E high strength ❑ industrial process(For high strength and industrial process wastewater,a Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes ❑■ No A site plan as defined in G.S. 130A-334(13a)is attached: ❑■ Yes ❑ No 11. Location of proposed or existing wells(drinking water, irrigation,geothermal,groundwater monitoring, sampling, etc.)and any potable and non-potable water conveyance lines is indicated on attached plans and complies with 15A NCAC 18A.1950: Yes ❑ No This is a saprolite system. ❑Yes ❑� No 12. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LSS is attached: ❑� Yes ❑ No 13. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes ❑■ NA 14. Proposed landscape,site,drainage, or soil modifications are attached: ❑Yes ElNA Attestation by AOWE pursuant to G.S. 130A-336.2 Larry Thompson hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules and ordinances,and that the proposed system does not require a Professional Engineer, licensed in accordance with G.S.89C,and in accordance with 15A NCAC 18A.1938 activities determined to be engineering as determined by the North Carolina Board of Examiners for E rs a.r urveyors. • 06-20-23 Signature of s horike.d. gFite Wastewater' aluator Date r' ewner self-submittal of NOI: I, hereby submit this NOI prepared by Print Name of Owner Print Name of Licensed PE pursuant to G.S. 130A-336.1. Signature of Owner Date DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 2 of 6 AOWE Common Form LHD Reference:AUwE^L26—Z°23—1(8e32 NOTES: LIABILITY: The Department,the Department's authorized agents,or local health departments shall have no liability for wastewater systems designed,constructed,and installed pursuant to an AOWE Permit Option fG.S.130A-336.2(f)J RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the State to the referenced property. ISSUANCE OF BUILDING PERMIT: Once the LHD deems that the Notice of Intent to Construct is complete via signature in the section below,the owner may apply to the local permitting agency for a permit for electrical,plumbing,heating,air conditioning or other construction,location,or relocation activity under any provision of general or special law pursuant to G.S.130A-338. DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 3 of 6 AOWE Common Form LHD Reference: y`ruw o23-1oteg 2 This section for Local Health Department use only. PART 2: LHD Completeness Review of the Notice of Intent to Construct "(c) Completeness Review for Notice of Intent to Construct.—The local health department shall determine whether the notice of intent to construct required pursuant to subsection(b)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components.If the local health department determines that the notice of intent to construct is incomplete,the local health department shall notify the owner and list the information needed to complete the notice.The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice.The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.If the local health department fails to act within any time period set out in this subsection,the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S.130A-336.2(c). This NOI is determined to be: ❑ INCOMPLETE(If box is checked, Information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the AOWE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote 127 COMPLETE(If box is checked,information in this section is required.) Based upon review of information submitted in Part 1 of this form,this NOI is deemed COMPLETE. Copies of this signed form were sent to the AOWE and the Owner on (ddrain via lzlvi I Date Email,FAX,USPS,hand-delivered A copy of this NOI and tracking information was sent to the State on via Date Email,FAX,USPS,hand-delivered (LOU . 444/ 6—26-23 Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date DHHS/ENS/OSWP—AOWE COMMON FORM Updated April 2022 Page 4 of 6 AOWE Common Form LHD Reference: Re-submittal of NOI with missing items included This Section is for use by owner to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the AOWE. LHD USE ONLY: This NOI resubmittal received: by Dote Initials Item#from initial NOI Resubmittal description Attestation by AOWE certified in North Carolina pursuant to G.S. 130A-336.2 I, hereby attest that the information required to be included with Authorized On-Site Wastewater Evaluator(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws, regulations, rules,and ordinances. Signature of Authorized On-Site Wastewater Evaluator Date The section below is for Local Health Department use after submittal of items noted os missing above. LHD Follow-up Completeness Review of Notice of Intent to Construct This follow-up review for completeness of this Notice and Intent was conducted in accordance with G.S. 130A- 336.2(c). This NOI is determined to be: LI INCOMPLETE Based upon review of information submitted in the RESUBMITTAL above,this Notice of Intent remains INCOMPETE because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the AOWE and the Owner on via _ Dote Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Dote ❑ COMPLETE Based upon review of information submitted in the RESUBMITTAL above in addition to information provided in Part 1 of this form,this NOI is deemed complete. Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Date Email,FAX,USPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EHS/OSWP—AOWE COMMON FORM Updated April2022 Page 5 of 6 AOWE Common Form LHD Reference: PART 3: Authorization to Operate (ATO) Except for dote received,the Section below is to be completed by the Owner. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: T The following items are included in this submittal for an Authorization to Operate under an AOWE permit: 1. Signed and sealed copy of the AOWE's report that includes the information in G.S. 130A-336.2(k) ['Yes ❑ No 2. Operation and management program ❑Yes U No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the AOWE ❑Yes Ti No 5. On-site Wastewater Contractor name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 6. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer,name of the insured,and the effective dates of coverage. ❑Yes ❑ No Attestation by the Owner for Authorization to Operate hereby attest that all items indicated above have been provided to the Print name of Owner County LHD and the system shall meet applicable federal,State,and local laws, regulations,rules,and ordinances. Signature of Owner Date This section for LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted in the Section above,the following items are missing from the information required for an Authorization to Operate for an AOWE permit: Copies of this signed form were sent to the AOWE and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ❑ COMPLETE Based upon review of information submitted in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/ENS/OSWP—AOWE COMMON FORM Updated April2022 Page 6 of 6 AGENT AUTHORIZATION FORM PROPERTY LEGAL DESCRIPTION: LOT NO. 1-1 3 PHASE PARCEL ID: STREET ADDRESS: Spring Farms Subdivision Conover, NC 28613 Please print: Property Owner: Century Complete 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): 9325 Center Lake Dr., Suite 160, Charlotte, NC 28216 Telephone: 704-488-1100 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). The plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5) and (a6). Owner Signature: Owner Signature: Date: Apr 19,2023 Date: DATE(MM1DD/YYYY) AC RE1 CERTIFICATE OF LIABILITY INSURANCE 9/7/2022 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(ies) 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), PRODUCER NAME:CONTACT David Vaughan Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th Street (A/c.No.at). 9187797880 (A/c,No):817-882-9284 Fort Worth TX 76102 AD-DRRess: dlvjrchigginbotham.net INSURER(S)AFFORDING COVERAGE NAIC# License#:2081754 INSURER A: Mid-Continent Casualty Company 23418 INSURED THOMENV-01 INSURER B: Hartford Underwriters Insurance Company 30104 Thompson Environmental Consulting, Inc. PO Box 541 INSURER C: Midland NC 28107-0541 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:1600075032 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. INSRL TYPE OF INSURANCE INSD W D POLICY NUMBER POLICY EFF POLICY EXP LIMITS IMMIDDlYYYY) (MMlDD/YYYY) A X COMMERCIAL GENERAL LIABILITY 04-GL-001086672 9/25/2022 9/25/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $100,000 X Professional MED EXP(Any one person) $Exduded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 X POLICY _ !' LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ fEa accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY (Per accident) • UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEC RETENTION$ $ B WORKERS COMPENSATION 38WECNW6175 10/17/2022 10/17/2023 X PER OTH- AND EMPLOYERS'LIABILITY Y!N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE N NIA E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 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 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. For Informational Purposes AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Residential Subsurface Wastewater Treatment and Disposal System AOWE Permit for Lot 8 - Spring Farms 4484 Springs Road Conover, NC 28613 Catawba County PIN: 373411750479 June 20, 2023 ,����N%1n1uir1�iyrrr Prepared for: �••�QK� .. '•�•Q�i''''�. Century Complete V17 9325 Center Lake Dr., Suite 160 = . = - Charlotte, NC 28216 ,�; 4r 704-488-1100 • ��%', •. 4LHEP` ..' ) S. Prepared by: ..r1. • it,VOA atip d Larry Thompson, REHS, LSS w` - Thompson Environmental Consulting, Inc. 4 ,• Ca� 'Number ; `� fa PO Box 541 440 : z . 10016E Midland, NC 28107-0541 • Phone: 704-301-4881 1 larry@thompsonenv.com %.' Y,�L u�-�0!or a; r ,. Lot 8—Spring Farms Details Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare an AOWE septic permit package for a new 4-bedroom single-family residence to be located at Lot 8 - Spring Farms, 4484 Springs Road, Conover, North Carolina (Catawba County Parcel Number: 373411750479). Based upon a previous soil and site evaluation performed by TEC, it was determined that a sufficient amount of"Provisionally Suitable" Group IV soil is available for the installation, of a Pump to Accepted System for a 480 gallon-per-day residence at a 0.3 GPD/sq/ft long-term acceptance rate (LTAR) with a Horizontal Prefabricated Permeable Block Panel System (PPBPS) repair area at a 0.3 LTAR. The property will be served by public water. 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), and the plans or evaluations attached to this application are to be used to issue a Construction Authorization in accordance with G.S. 130A-335(a2), (a5)and (a6). Location From Hickory, take Springs Street towards Hall Street. Lot is locate on the left just before Hall Street. 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 NC Authorized Onsite Wastewater Evaluator No. 10016E SC Certified Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 Lot 8—Spring Farms Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A 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. Pump Tank 1. The pump tank shall be State approved, of one-piece construction, watertight, structurally sound and 1,000 gallons in capacity. Again, it is the responsibility of the septic tank contractor to thoroughly inspect each pump tank prior to accepting delivery. 2. All pipe penetrations into the tank shall be booted (i.e., C-293 boot with a stainless-steel strap). 3. The pump tank shall have access risers that extend, at a minimum, 6 inches above finished grade and must have less than 36 inches of fill over its top once finished grade has been established (a reinforced concrete tank will be required if finished soil cover is 36 inches or greater in depth). 4. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion-resistant, Nema 4x-rated control panel. Pump and float control wiring should be long enough to reach from the tank to the control panel without splicing, routed through wire conduit, and sealed at the openings within the pump tank as well as the control panel enclosure. It is paramount that the conduit is properly sealed to prevent the escape of flammable gases from the pump tank. Furthermore, there must be two electrical circuits for the pump tank controls: one for the pump and one for the alarm controls. 5. Panel and control equipment shall include lightning protection, be protected from unauthorized access, and always remain accessible to the system operator. 6. The pump removal system will be via a pump tether made of nylon rope or its equivalent. The tether material should be resistant to mildew and rot. C. Pipe, Fittings and Supply Line 1. All discharge piping, connectors, and supply lines should be made of SCH 40 PVC and fitted with pressure-rated couplings. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. Supply line shall be constructed of 2-inch SCH 40 PVC pipe with pressure fittings. D. Distribution Method 1. The drainlines will be fed via a distribution box. Lot 8—Spring Farms 2. Distribution box shall be water tested at the time of the final inspection E. 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 occur within the drainfield area while the soil is wet. 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 three (3) lateral trenches to be constructed as 3-foot wide by 133.4 feet long. Total drainline length is 400 feet. 5. The specified trench depth for this system is 20 inches. 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. F. 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 to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. G. 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 H. 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 equivalent to 25 percent of the tank's volume. In some situations, the Lot 8—Spring Farms 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 cleaning the effluent filter, the filter should be removed, and the accumulated debris will be 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: 480 GPD—4 bedroom house Septic Tank Size: 1,000 Gallons (minimum) Pump Tank Size: 1,000 Gallons (minimum) Pump Size: 25 GPM at 12-ft TDH Recommended Pump: Liberty FL30 or Equivalent Dose Volume: 240 Gallons Pump Run Time: 9.6 Minutes Pump Tank Drawdown: 11.43 Inches 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 133-ft Long Total Trench Length: 399 Linear Feet Maximum Trench Depth: 20 Inches Required Soil Cover: 6 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Horizontal PPBPS Lot 8—Spring Farms Required Linear Footage: 267 Linear Feet Available Linear Footage: 325 Linear Feet Maximum Trench Depth: 20 Inches Required Soil Cover: 6 Inches 1 g). p,1 ... !'' / ,, / � /4/• ?‘(1Y1_61 ir6tr" -S J L.,, i- ? \',.--- ---.-. -1„ ------,IT !, -.. , rI/I ,i.'. R `Q ...U / i ,i i ... , i,:,-, ` M 1 _ . . 0-- 4_ ,A-5.56/elt.p4, d5v , . -pb...,„ 1, . ( �I��--� �ll any loco IocO 4 pis,vu +O,1.kk._ I ,.( U la I X'; . mac. ( ce., opr 1 cc_ n 5 pYI+�'l K gS c.4 t._. Sheet I of J _, Thompson Environmental Consulting,Inc, ''`` PO Box 541 PROPERTY IDti:37 7' 7s-DEn�p Midland,NC 28107 COUNTY: . A triwdl SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: _pv.(4 4�Il4 At j ai-g ,,.. ADDRESS: t DATE EVALUATED: .....0 ,.-....1 PROPOSED FACILITY: i P ill PR POSED SIGN FLO-Wj(. 949): _. PROPERTY SIZE: (� LOCATION OF SITE: IU?1 5OYI11 S " PROPERTY RECORDED: WATER SUPPLY: 0 Private Public 0 Well 0 Spt4ng 0 Other EVALUATION METHOD: [u$er Boring 0 Pit 0 Cut TYPE OF WASTEWATER 'ET/Sewage 0 Industrial Process 0 Mixed • ► • P R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE ii SLOPE% ars•) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LIAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ 3 "--r .iee *-2., 6 c--- "," . 0-3-fce, 4t. ff6;5. v (2\ ‘1 3(1 (---) 2,1 0-35.-- .2C. cb ie..- 3 riSf;rx"),..) L i P5 „ .'' 0=3 • DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): prOVis.l�,._,-. Ic ,�. b� Available Space(.1945) PS PS ,1 H O, p EVALUATED BY. . I i, iI p��,�. �r. systemrype(s) Accepted PPBPS OTHER(S)PRESENT: I /.,I': 4t•.re ' .,,. '+ Site LIAR 0.3 0.3 L. Thompson, LSS �� j ! ;;, COMMENTS: 1: i.0.;•:�!1?1,?'� ! iri_ Updated February 2014 -- / '1 12ei Thompson Environmental Consulting, Inc Location: Lot 8 Spring Farms PO Box 541 Midland, NC 28107-0541 Date: June 20,2023 z •R a, r w 71 VI .., ,, H . , 4o cv y ' ' O r w m I..':. Z . I • w M . f� I Q W F • . ° f -t o �' n by 0f/ yy4` • li a. p Ew Ham. �• � s� x as . , E .11: 2'. -,7,1. <-7\----z [ .::1`I .• '. .-P34 T ., z 4- 1-,, .• • . • ° 2. 1 1st o d t`� 1 -4 %d A U - ' ' a v cr • 1 , . • W 4 ' O . I Ls, t} O vs µ, _; U- 1 - P . a O a r v o s " T zo v F .a p.,rJ v u+ G.I wx '1 • fiber PumpstY A Family and Employee Owned Company Pump Specification FL30- Series 1/3 HP Submersible Effluent Pumps 0/1114 LITERSPERMINUTE 0 50 100 150 200 Ia._�-��`'`. 25 i - F I u� — 7 20 — 6 — 5 m 15 F r w w w 2 u_ — 4 2 o Q w x I J J Q Q I- Or 10 3 /- — 2 5 — 1 0 0 0 10 20 30 40 50 60 GALLONS PER MINUTE Copyright 0 Liberty Pumps,Inc.2079 Alt rights reserved. Specifications subject to change without notice. FL30-Series P7 R9/27/2019 7000 Apple Tree Avenue Bergen NY 74416 i Phone 800-543-2550 ' Fax 585-494-7839 a Email Liberty@LibertyPumps.com • Web www.LibertyPumps.com • FL30-Series Dimensional Data 1-1/2" NPT DISCHARGE FLANGE lI i It AoomilcZik [251mm] 9.87in ��= II_� V ta 0 1 VI ; rmg �m �=�1 —11' ... i,i-,, a___ 1 % I,,,, ,,„ - - .� 1 [288mm] [242mm] Ii 11.3in [215mm] „I, m 9.5in III 'MI k` 8.5in A ■`. . `ram=[97mm] ► V V 1 1 I ' Iibe, ,,t Y Pumps PROPRIETARY AND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF LIBERTY PUMPS.ANY REPRODUCTION DWG.NO. FL30 SERIES DIMENSIONAL IN PART OR AS A WHOLE WITHOUT THE BITE REV. WRITTEN PERMISSION OF LIBERTY PUMPS DATE: IS PROHIBITED. A A APPLICATION DO NOT SCALE DRAWING SCALE:I:+ !WEIGHT: LBS !SHEET I OF Copyright®Liberty Pumps,Inc.2019 AU rights reserved. Specifications subject to change without notice. FL30-Series_P2 R9/27/2019 7000 Apple Tree Avenue Bergen NY 14416 . Phone 800-543-2550 I Fax 585-494-1839 i Email Liberty@LibertyPumps.com I Web www.LibertyPumps.com • t/u1ck4M STANDARD CHAMBER 52" Quick4 Standard Chamber — 48" (EFFECTIVE LENGTH) - 12" 111111 ® o �n-�_ s a. �s =C I' i 1!I e 34" SIDE VIEW SECTION VIEW MultiPort End Cap mm ,s" (fin W:;, 12" i —_ kir. i ti ....., '"71.• i lk. Lv), 01 I ingir\ 14111101111111111111111r. �I111tttttrT���� -all. 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)The structural integrity of each chamber,end plate,wedge and other accessory manufactured by Infittmtor I"Units"),when instated end operated in a Ieachfield of an onsite septic system In accordance with Infiltrator's Instructions,is warranted to the original purchaser("Holder")against defective materials and worlananship for one year from the date that the septic permit Is issued for the septic system containing the Units;provided,however, that if a septic permit is not required by applicable law,the warranty period will begin upon the date that instalation of the septic system commences. To exercise as warrantyof rights,Helder mustu ply e o writing at its Corporatem Headquarters t et Saybrook,Connecticut a fifteen(15) I N FI LTRAT�R C days of the alleged defect.Infiltrator will supply replacement Units for Units determined by Infiltrator to be covered by this Umlted Warranty Infiltrators liability specifically excludes the cost of removal and/or installation of the Units. n/)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH)a)ARE EXCLUSNE. THERE ARE NO OTHER WARRANTIES WITH RESPECT C C I a TO THE UNITS,INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABIUTY OR FITNESS FOR A PARTICULAR PURPOSE. SYSTEMS I I J C (vi This Umited Warranty spat be void it any pan of the chamber system is manufactured by anyone other than Infiltrator. The Litrpted Warranty does not extend to incidental,consequential.special or indirect damages.Infiltrator shall not be liable for penalties or liquidated damages,including loss of Environmental Onsite Wastewater Solutions'' paodaction and profits,labor and materials.overhead costs,or other losses or expenses incurred by the Holder or any third party Specifically excluded from Urrdted Warranty coverage are damage to the Units due to ordinary wear and tear,alteration,occident,misuse,abuse or neglect of the Units;the Units being subjected to vehicle traffic or other conditions which are not permitted by the Installation instructions:failure to maintain the 6 Business Park Road • P.O. Box 768 minimum ground covers set forth In the installation instructions:the placement of improper materials into the system containing the Units;felltae of the Urns or the septic system due to improper sitting or Improper sizing,excessive water usage,Improper grease disposal,or Improper operation;or Old Saybrook, CT 06475 any other event not caused by infiltrator.This Umited Warranty shall be void if the Holder tails to comply with all of the terms set forth in this Limited 860-577-7000•FAX 860-577-7001 Warranty. Further in no event shell Infiltrator be responsible for any loss or damage to the Holder,the Units,or any third party resulting from installation or ship- 800_221-4436 'neat,or from any product ilabilky claims of Holder or any third party. For this United Warranty to apply the Units must be Installed In accordance with ell site conistions required by state and local codes:all other applicable laws:and Infiltrators Installation Instructions. id)No representative of Inatrator has the authority to change or extend this Limited Warranty. No warranty apples to any party other then the origi- nal Holder. The above represents the Standard limited Warranty offered by Infiltrator A limited number of states and counties have different warranty require- ments.Any purchaser of Units should contact Infiltrators Corporate Headquarters In Old Saybrook,Connecticut,prior to such purchase,to obtain a copy of the applicable warranty,and should carefully read that warranty prior to the purchase Of Units. U.S.Patents:4,759,661:5,017,041;5,156,488;5,338,017;5,401,116;5,401,459;5,511,903;5,716,163;5,588,778;5,839,844 4's Canadian Patents:1,329,959;2,004,564 Other patents pending. S II .0« Infiltrator,Equalizer and Sidewinder are registered trademarks of Infiltrator Systems Inc.Infiltrator Is a registered trademark in France.Infiltrator Systems Inc. is a registered trademark in Mexico.Contour,Contour Swivel Connection,MicroLeaching,PolyTuff,SnapLock,ChamberSpacar,PosiLock,Ouickeut,OuickPlay RECYCLED PAPER and Quick4 are trademarks of Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed In U.S.A. 0011203HP-0 Flood Hazard Area Certificate ' Amade to mopp,y Fronded bythe Moroi Emergency R,fla Cave Rd q gmey Manoyrnenl Agency and f ,p mom m Me Dlgod flood Inmarn nab Pop MINN))Pane J7J4 Catawba '. 8 q•, Count&North Co nu e/b•IM MU September 9 2007,M.property shem bum D reel'meta Ud'a special hood hard arm 4.oropMy Is mthly r r 1 __,AS Iyttm �� "NAM m ro°esynofed ion.X-feet areal:Moo eeferml,ed la be olabs ce lloodpick % / a Inq..2 ud chance MAMMA woo*MUM Hen conditions IS omud • if Watershed Certificate: ;e fI MI rp ly brat° y ke.w•el ins mot doe,not lied riNM a mow / 0 A+N supply wI.,Y,ed°eP.taled by M.NrN Caroline M+,bn of 'n en,aavnalld epee on M bona9amnt 0 ore e watershed Protection Ekk,A'Nap of Col0W°Count&North L MM. / envlronmen to!Health Approval of SlbdMWslon Plot r This final plat oa h Division shown hove Dom oppraard by the pi Deportmnt o lPub H of M•Catawba County Deportment a/Pu6lb Health. ` 4 Rf•J Vicinity Map (1f5) Fnv/nrvn nlKaMoan'4,-iwar a asignw g � �', 06# / Notice / , vSt••, 1!' •Pra 0 1y brtet ro any w,es=and rbht of my on mown. ,s Q�A' '• one aw N wapnml•and Hphb of•a& �v 1der- ,•/ v •loaf;VIM I.wbAnet 10 any(°eta Met may be dbdo,w by e �,�e400° �,, Approval Certificate for rou antl eeeurat.env.,each. `7Y / , . n," Major Subdivision Plat •lbw survey plat Mein not,how my unmaneS owlet.r `'�. mention wnmmts.dedication,r other waanbr0,1 70 such }•� This rural plan one tin,tome arms shown burdens could eeist on this Nan-arose w,ment 0p �'•d•1 y - ¢ how bun found M° raptly andworm.' not Apgar O info pane. Clang the e WW of {' y,. Y{a'-O,•a men*with IM &datu o Vuch of this plot ur wanes f°m A n her the 'o Vs SuadNio/an Regulations a/Catawba Cauntr erbnmae of wen unrwrC�a Dram,not anon Arun *Mg.Road m Lot 7 1�+N ono were approve(by the Catawba County /°i , `tp, ® Planning Director or his/Mr designee.NI •The Global Navigation SabNlh System(CUSS) prkvrn fe P° ( )was used to `�',4 streets,uMNn and other rWwnd gw,patW positioning mammy etandard4 port 1 / V�Fs improvements have been installed according atandars for geodetic network,or fin 95X madams accuracy f ,poMc°Ilons and stantlad.,or a 10's 70' , dx` N alv des rely an 95T n ea. a dim quoro f.°/M.n,lalb0an !M, ( p Mad elms tinemotk, fine SrgIN ' * `t.Ze4 squired improvements in an amount and /aflowArq Mlvrmallm raa timer °nor wNiloet ro Cafowba eoonry Ma el f�e,• $" J,4 ® rewired Mon...MA .pion Is opprowd I, supervision Benn from m onify that MN map"oa ode and my upeMahuh ��?'�+ , Ebeerut �A �a S. r• s recording/n fh•Of lc.01 tin Ragi,tr Of following Mlom,o ion aunty tp form Na sum • rice N N \tele. rw ¢ - wDeds of Cofowba County within sixty(SO) y ale V, c3' da of •eat f fni, re goproveA Ohu°f&Anse CLASS A4 P se L i t' N N' la VjYiy{* � �/ ,�} Iy :,ofm4Fbeld r ocn1e '� NV a .�. 'ype�' to 's'<"'^[ .�.�jn./ 4 //aj Tj le of OPS FWd proo•dunr RIN t/ aN -\.4�tv2O 'Wnebr of PlamvFTFWgq- Design. Dore DoL.,of samlr u/a/adll-e�/aoaa w g 8 "n X.q "..,..'•a / Datum/Epodl;NAM(fall) Rid 1 �` Y:•�. :'�•�� PubnshModel: ,407 ed-Canhal Um YRS •� 7 b 0, N; �® N'3 �'S� u CCoom�bbd SonPart . a99997o7e a,y Y, 1•• $ •4 1''t um,:US Samy f" L j, i•o. T o i® Q1 3Y •O- : aj`�' •Area determined by coordinate ccmpuloflonM \ a P •9. _11'e 1 •No MSS r NCGS Hark Control Pmummr found MOW 1,000 \'X .4 dw Cloyd H. Propst, Jr "odds het of N•r/t4 i S g 1U Co ,em' Caterine E. Propst 1 1- ze 2 ,To1•01 SOU' ur 17 p Judy P. Stevens •LW')rob•,card by dry water and Mmerard&mil& i •ape' }92.• 82 it Leigh Ann P. Blodgett •Property 1 1}'E o. 1788 Pg. 1108 ales+/lion proximity of an agricultural district �5D 1,,• ®eN 7S� •• te5•�s27t •urrues r.underground 1+ T°tdt 01 _ ' Not4: •Rod mop,r trees planted no more Mon 50 feet within Me 1 , �p Myow 3'E 333.48. 3 apft - Contour lines ore sealed from right-°'-way and camp,'with NCDOT arpefotlon Oubelnas 73' Catawba 61S webslte. •mar b a ro'drainage.and ufd/ty eesement along oil set 1Me0 �_, In9 N m Ae ...e ry •roes number of role 1J y lea LYMwq' C"-AOtj N II{-,Tonal I Tee M.embow,croft that MN map wo,drawn under my ,, 1 001 faeemenf a•0 KA}15.41 r,.4 Ce (4..4 ka,Ran m cm ad army mad•undr my w rNslon gdlnq ,1}E (deed d•scNptlm recorded n Book J734,Po 782).pThat this i° ,1 III N 73 00 0 k 1 L.le mar was prepared vla°t;'nd..1 accordance0.r.gum«r as as•+%'01 amended. 3 mortify that this survey emotes o subdivision of lard within the N �P.d_ e, R,ty Total onto of o county r munldpdny that hos on rdnmc,Mot •� • load Q.r,9.- le In7lA,To S regulate.panels of rand °th...y 1°dn9 a 3 E 29 252.4 2 \� Wilmot nib my origami Sgnefun,regl,trotan number and 1 fo,Pnmt Nc 00 i .. y anal this 29 0l August 102a A0. 10 a v \ ,e 40 tat '4 r7� ' a,14 TO , ; �' .•�s op'i 3'E• , - ha :ran..#C-158Ba L-Jnd :?fit SST''y�, i 1 Sr ® _ e '• Non-menu*moment ,,�1 \•iS.00: Area •.••ttK.•s •�: °bog the 9/if Me r :•,d..•..@f,..,VQ tbX street m Let 2 ryy a.97 Acre.• odarwm, T 110' •;;.,M; t��1,,./ `+•. Including 0.21 Acre In RAY tanmmf Woos Marmite Makatea&of dbtmer shown aro fir RCP Adrewq• ,, hri lal ground distances Ta cm,.re to geld 1 f m!� dbtme4 mulllpfy Me ground calm,.by eh• 1 Ii °1 4 water KAw0Y 1 % x oar'Wned l0alor. -I 10, r jq•OR ' .,0'� ��:+�+' '�'-' Review Officer Certificate '0. . O a �'+►��` Moto of Catawba Crania PP S 86 30 J _ \ , County of Catawba 3.R, i513 -1, W� \ E7 in Drive L rA1dEtDn J1h,kbnnY R.e.oiRcr la Catawba Legend , .�y p.B 6e, Pg, 87 �` \ County certify that Ns mop r plot to which MN certification b C1P5 ON MONUMENTS SET CONTAIN PIE ,, ; •� aMxed mesh aY statutory rerhkwnmeh N,•rece'de'g. SURVEYORS NVdf AND LICENSE NUMBER. s .. O IRS 1/2'IRON ROD SET WAIN YELLOW CAP ` 1 \ c_,I•�/24.01• �,w •DP EXISTMC IRON PIPE AS SHOWN r Rad,w ONkr pole Y'~ •DM........,..EXLSRNO IRON ROD AS SHOWN i Lot 1 , X LP -•...COMPurm na1rT P.B. e6, Pg. 83 31t0S3,,.,,.,,-,.9f1RVM SP/Xf S!T Z Coen. Bowles deta,nu STREET SIGN Ownership et Dedication Certificate 12915.0... no..r JY.................mar Pot[ N ryTe•1 IT -0. FIRE NYDRAN7 z for Corporations, LLCs or Nort-profits N 6S2S16" IT I Me)malty Met b eon lot red)Ne°what( f the r0P.rt ,A__A. N aa•2yy'ia" AS. •.,.,... NOTES VALVE m l I ,� "' N 4y22'Se" ' 37.1•X PROPOSED RED AMPLE Oesa,Ded Akron,Mich properly Catawba h County Mot le)vubdn m . 5 PM..,....,....PARCEL IOENTN7Ul/a TREE •n mutation,Ihnsererran et Cbeoweo tkxu,tr foot I(w'e)huh adopt p N 60 2.7e $.7 a MS peer,of$ub41,11an and dedicate to pub&tin Cl fans shown i N 5036'3" Sic RCP RENIFORCED CONCRETE PIPE m Isis pbl men es U.N.°My,.vo4s park.open,pace and% 'M N Sale'J' la, menus except Man apecilicaly Mo1,.01 es pnWfe,rA Mot/ N 507)9' it/r,.,.,,.....NOW OR FORAICRLY • ear^•).,l by 1. al.4.ewe mis m•offer al h.1/0. b WWW1 -36i' tt a speed by Me.4 10.0 b 110 0 oMadly M import,Moen on in.1 Rae'.....,,..,,RIGHT OF WAY d�a, MD alai,dedicoro ler o&OM VAS MO b.darned to be N , N73.....,,-...NOT TO SCALE 3?t d•dbolo l°r my other MIS um a Nimrod by law ohm mot a '2 ee -LINE sumewo -8 *Mang used le approved by Catawba Count& •23' 1,7.2 -M UNE SURVEYED AA p /� • ----..UNE NOT 51/RYE7D o% At Min PY /7"�D�.Sgt le tlrMMrg AW 11.Una Only LI 7.T _RICM-OF-NMY UNE O. Noma el I Nar-pront) -et-OVERVIEW)UIRR1'LAVE Seam Length Chad Chard ear. rW P/B ...WE w'd 7 11 01 17q.AC 'oases 1ats4, N 6304'3W' Nate, By(President,slen,fw are e) 80 0 _80 180 240 Individual driveway easements are o�r end* dfo 10 pot from R/W Joni centerline shown. 1,-. Afloat GRAPHIC�SCALE - FEET 1" a 80'_-', Arent(Sw,lmy slpnaen) Cola Mayor nibeVSion of Shored driveway easements cm 2o'war. 10'on each side of property Notary Spring Farms Rnel and extend from the centerline I/O'OP sir"Co...Gumbo Ceonly of rood to 20'post R/W Ana as shown. ,TIED t kieLISSA 8,,03e7•rALEDIS,a Mohr AA*w,orb Clines Township, Catawba County, NC $2*711107A1 count one ebb ore Away certify Mel B r Owners of Record: MartinRay Holding, LLC 1�(�/{�/ fJ(� �USYlM M e((a Qp ._nor 7ti Deed Reference: 0.8. 3736, Pg. 782 e'er f _#19 ZoningN•,°M'•)swum* °rd beam q n•1.1bmetby me actna.bed ooTARr FN Plat Reference: N/A PIN: 3734-1175-2255 PRNAdlySuneying;rode County roma R-2a(calowba County) maw Iny hand m°allk1,w0 'DVL3Lis Job Number:2111380S3.0WD (3111380.CRD) MP N.al;-4.-dpr or_Q� S 20z7. 2" Field Work: 12-2-2021 IX SIGNAL Hill WAX Since 190 fAlFSVIa{NC 29611 9 ammo Seebeck* K PHONE(joy 87e-966/ Sbw- sr 17YL 1,'.,a n`P.siliprthLusa..J ''•nor.u„c2e. ,r' Plot Date: 8-29-2022 www.boundorydevelopmen t.cam Rm.- JO' Naray lied ,,,. Py ealunreim.maim._LikV1.61fl,�t(12rL____ Drawn By: WSR - - - FILED Sep 05,2022 10:15 am 814 qi BOOK 00014 A NICKS NC C PAGE 0117 DONNA D SPENCER ,� REGISTERME OF DEEDS INST N 19520