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EOP-10-2022-181890.TIF
E Df- 10 -2072-1el C ', MF, k`� :` ,. o . ROY COOPER Governor F��.. ' r ..-x,_ NC DEPARTMEN'i• OF v�. � KODY H.KINSLEY•Secretary 3 1' ' �= HEALTH AND w HUMAN SERVICES HELEN WOLSTENHOLME• Interim Deputy Secretary for Health .,. - ., MARK T.BENTON•Assistant Secretary for Public Health u Division of Public Health ELLIOT WILLIAMS 4 bdrm Home -Residential System COMMON FORM FOR ENGINEERED OPTION PERMIT See Instructions for Use in Appendix A Except for"Date received",this Section to be completed by the Professional Engineer licensed in accIJK2 ns9SED LHD USE ONLY: Initial submittal of this NOI received: t--1-0 —2.2 by n r 1 1 V Dore ro;ho/r S E P 2 0 2fl 2e PART 1:Notice of Intent to Construct(NOI)-Please check all that apply Q Single System or ❑ Multiple Systems Environmental Health AND ❑x 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.): Elliot Williams Mailing address: 167 Abbotts Grove Court City: High Point State: NC. Zip: 27265 Telephone number: (336) 399-3669 E-mail Address: welliott237Qgmail.com 2. Professional Engineer(PE)name: Michael Lash, PE. License number: NC.#14265 Mailing address: 1104 Cindy Carr Drive City: Matthews State: NC. Zip: 28105 Telephone number: (704)847-3031 E-mail Address: mikel@lashengineering corn 3. Licensed Soil Scientist(LSS)name: Joe Lynn License number:#1089 Mailing address: 6768 George Hildebran School Rd. City: Hickory State: NC. Zip:28602 Telephone number: (828) 310-0089 E-mail Address: loe.lynnoswps@yahoo.corn 4, Licensed Geologist(LG)(if applicable)name: N/A License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: e S. On-Site Wastewater Contractor name:Richard'At�c ar errnns ath Grading 8 Septic,inc. License number: #1012 1491 Mt. Ulla Hwy. Mt. Ulla NC 28125 Mailing address: City: State: . Zip: Telephone number: (704)664-6506 E-mail Address: robyn@abernathygrading.com 6. 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: © PE X❑LS5 ❑ LG XQ On-site Wastewater Contractor NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION 5605 Six Forks Road,Raleigh,NC 27609 MAIUNo ADDRESS.1642 Mail Service Center,Raleigh,NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5874 • FAx:919.845-3972 AN EQUAL OPPORTUNITY r AFFIRMATIVE ACTION EMPLOYER COCamScanner Engineer Option Permit Common Form IHD Reference: E 0 I -1 v -2 0 Z2 -W9q i 7. Property location(physical address,tax parcel identification number or subdivision lot,block number of the property to be permitted): 1358 Astona Parkway,Catawba,NC,Tax C-471001265510& 471001254068 County Name: Catawba B. Type of facility: X❑ Place of residence No.Bedrooms: 4 No.Occupants: ❑ Place of business Basis for flow calculation: 4 Bedrooms @ 120 gpd=480gpd — ❑ Place of public assembly Basis for flow calculation: 9. Factors that would affect the wastewater load: Standard Residential Wastewater 10. Type and location of proposed wastewater system:Aeration Pretreat Tank to"D"box to Standard Chamber Disposal-with reduction.Type Vc Treatment is located on house lot 039,disposal is located on C.O S 8 septic easement for lot#39 11. Design wastewater flow: 4809Pd gpd(For Pow?3,000 apt:ond Mduitt,o1 process,duplicate plans shall be sent to the Store.) Design wastewater strength: Q domestic ❑high strength ❑industrial process 12. A plat as defined in G.S.130A•334(7a)is attached: ®Yes ❑No 13. 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 14. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LS5 is attached: ®Yes ❑No 15. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes Q NA 16. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes ❑NA Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C Michael Lash.PE hereby attest that the information required to be included with Registered Professional fngireer(Print Nome) this Notice of ntent to Construct is accurate and complete to the best of my knowledge and that the proposed system tal et appl le fe era) 5tate,and local laws,regulations,rules,and ordinances in accordance with G.S.1 6 -.1(e 0/Sigatur of tic ed a �'4SEAL��7 ,11 14265or ,,y••. ?.,t.l ` ,= ihmom OHH5/£HS/OSWP—EOP COMMON FORM Updated february 2021 Page 2 of 6 13121 CamScanncr Engineer Option Permit Common Form LHD Reference: a_O f _I 0-2 OZZ-'J(8? • This section is for Owner use to either designate PE as their legal representative or to self•submit the NOI. Designation of Regiserred Professional Engineer as legal representative of Owner for this Notice of Intent: I, //� c it" t, 4✓;/f,• t hereby designate Michael Lash,PE. Print Nome of Owner Print Name of Registered Professional Enpincer • as my legal representative for purposes of this Notice of Intent pursuant to G.S. 130A-336.1. fLG.ZC C�1 1 1(2<L + „ //• �. -., ( Signature of Owner Dote Owner self-submittal of NOI: I• hereby submit this NOI prepared by Pnnt Nome of Owner Print Nome of Ucrnsed PE�— t pursuant to G.S.130A-336.1. Signature of Owner Dote NOTES: LIABILITY; The Deportment, the Department's authorized agents,or local health departments shall have no liability for wastewater systems designed,constructed,and installed pursuant to an Engineer Option Permit(G.S. 130A- 336.1(1)1 RIGHT OF ENTRY: The submittal of this Notice of Intent to Construct grants right of entry to the Local Health Department and the Store 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 low pursuant to G.S.130A-338. DIIHS/FITS/OSWP-COP COMMON FORM Updated February 1012 Pope 3 016 CamScanner - Engineer Option Permit Common Form LHO Reference: Iv Jp_l —?o Z Z I�lg yv • Y t 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 loco!health department shall determine whether a notice of Intent to construct,as required pursuant subsection(b)of this section,is complete within 15 business days after the local health deportment receives 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 department shall notify the owner or the professional engineer of the components needed to complete the notice. The owner or professional engineer may submit additional information to the deportment to cure the deficiencies in the notice. The local health department shall make a final determination as to whether the notice of intent to construct Is complete within 10 business days after the department receives the additional information from the owner or professional engineer. if the deportment foils to act within any time period set out in this subsection,the owner or professional engineer may treat the failure to act as o determination of completeness.- The review for completeness of this Notice of Intent was conducted in accordance with G.S.130A-336.1(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 design PE and the Owner on Date via with directions to re-submit missing items using Page 5 of this form. Email,FAX,LISPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the tH0 Dote gr 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 design PE and the Owner on 10-7-22 via Ens a; 1 Date (malt 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 Print Nome of Authorized Agent of the LND Signature of Authorized Agent of the LHD Dote DHHS/EHS/OSWP—EOP COMMON FORM Updated February 2022 Page a of 6 155 CamScanner I I KALE LONG ISLAND RD. I RD. - OSITE KARRIKER ASTORIA LN. PKWY. I FELTS I k, ��0• RD. c,\'r • 0 .--- I MOLLY'S / BACKBONE RD_ Localibn.4fap Noicale I I I . Ilk-AQUA.SAFE AEROBIC 1 UNIT I INIII V.Iir I "D"BOX CHAMBER DISPOSAL IAREA ,1 1111 - REP AIR AREA I ELLIOT WILLIAMS 4—bdrm HOME WASTEWATER FACILITY I Wastewater Facilities for: EWOT WIWAMS 4-bdrrn Home ELLIOT WILLIAMS Catawba, NC. -Catawba County I 167 Abbotts Grove Court Teat Parcel ID.-471001265510& High Point NC. 27265 471001254068 (336)399-3669 welllott2370gmall.com Scale:1°=400' Date:9-16-2022 TRANSMITTAL Date: September 16, 2022 LASH ENGINEERING Attention of: Meghan McBride Consulting Engineers Civil,Planning,Wastewater 1104 Cindy Carr Dr. Company: Matthews,NC 28105 Phone:704-847-3031 Catawba County Environmental Health From: Michael Lash, PE Project: Elliot Williams 4-bdrm Home Wastewater EOP Special Instructions: Please find attached are a set of the sealed plans with the completed EOP Common Form attached with the submittal package(bound copy) enclosed for the EOP-NOI. Copies of the EOP form, insurance certificates, Soils Report and the Operation & Maintenance Reports are all in the submittal bound package (See the Table of Contents). Please call 704-847-3031, if you have any questions or need additional information. Thanks, Mich . I I ILash Engineering, Inc. Civil/ConsultingfWastewater/Planning II 104 Cindy Can-Drive Matthews,NC 28105 Phone:704-847-3031 I mikei@LashEngineerin.com Lash Engineering, Inc. I Elliot Williams 4-bdrm Home Wastewater Facility Aeration Tank-Chambers Wastewater System I Submittal 9-16-2022 I Table of Contents EOP Submittal 1. Title Sheet I 2. Table of Contents 3. Engineers Option Permit - Common Form 4. Survey I5. GIS Owners Information 6. Engineers Project Summary I 7. Soils Report 8. Lash Engineering — Omissions & Errors 9. Joe Lynn — Omissions & Errors I10.Installer General Liability (Installer) 11. Owner Wastewater Operation & Maintenance Manual I 12. Wastewater Plans I I I I I D4S DOCommercal N AILLRideEN Sint.cC 19A71' SSOCIATES , P. A. "• ntial • Mortgage Surveys • Multi-Famly Construction Stoking * Subdivision Design • Topographical 131 Croseioke Park Drive - Suits 102 • Mooresville * NC • 28117 (704) 684-7029 (704) 664-8041 Fax I, certify that this map was drawn under my supervision from an actual survey made under my supervision recorded in deed book_ 3641 , page 0178 _„ and/or I plat book 93 page 131 , that the ratio of precision is 1':10,000, that this map was prepared in accordance with the General Statutes of North Carolina Chapter 89C. my hand and seal on the 1 day of —JUNE A.D. 20 21 LOT 40 �!t Oyu LOT 40 FROST FAMILY WIWAM M. ALLEP{�•` ,y'•, FROST FAMILY REVOC. LIV. a'R; �CE,SSr N 9$� TRUST le ei 35 RUST ti) i\i 3514/1741 \ ' f SEAL,�p 1 / (BASE BEARING) s 4 1r1 s i#r a , S89.20'50"E tie 127.47' TOTAL die '•''•''/N ',�... I 52.68' s a 101.04' A 26.43 !}w w 17 T3'36E ,n "LAKE Jt n 1 a NORMAN" I z LOT 39 �` ` .* LAKE I 9, (0.17 AC.) "' bi (0. 3 AC.) t" NOR>1dAN 2 LOT 39 1 •• 2N ce i 1S'MIX �_) .� 4. 5' 71.56' E,v 12314' I 12.21' /oh• PS I N88�1'12'w y �p'��O1 85.71' TOTAL N68"5709'W �Y II 137.35' TOTAL I LOT 38 LOT 38 DOUGLAS J. 3 1 DO UGLAS J. NADEAU ' NADEAU KALE 3495/1149 3495/1149 iota*AND m1[ I UNE TABLEt ASTORIA UNE BEARING LENGTH Li N O20',32' E 3 59' / �r OFF-SITE �Ts SEPTIC EASEMENT L2 S Q2'1 Q'S7" W 3.09' ! �q so. I L3 N 05'25' " E 20.80' QA' l LOT 4 013 E11 " cP R � ,ol't'y 1vA� C3 NO s�AX. e�oce MT. I (6 ;� CURVE TABLE 1 CURVE RADIUS LENGTH BEARING ' CHORD �' a, Cl 383.07 100.81' N 06'11'44' W 100.52' 4�kb No'- C2 , 338.97', 100.85' N 0711'25" W 100-48' I cr C3 149.93' 57.14' S 68'55'25" W 56.80' 1 a C.O.S. 8 C.O.S. 7 .0 SEPTIC EASEMENT ASTORIA' FOR LOT 39 H.O.A. INC. C.O.S. 9 (0.47 AC.) 2450/0732 ASTORIA 9 II.O-A. INC- 1 ` I 2450/0732 z Is 1.3 o. UCO[►D _ _ I E u►. . E7SSR10 IRON rourogr3S''6 W • C.O.S. 30 LP•s-f+. SET100 0o ASTORIA H.O.A. INC. i R/M-•ICHT-a-WAY 2450/0732 CP.CENPU1Eo POOH C.O.S. 19 'P ASTORIA H.0.A.1 Nabs I 2430/0732 I) nos PROPERTY NAY BE SUBJECT TO ANY EASEMENTS AND/OR RIGHTS OF WAY OF REOaRG. 0' 30' 60' 100' B O U N D A R Y SURVEY 2) A COMPUTED 8Y TIE COORDINATEO PO NO WINNENT FOUND i SCALE IN FEET 1358 ASTORIA PARKWAY I OFi� N LOT 39 ASTORIA MAP 2-3 2000 FEET. SCALE 1" 60 CATAWBA TOWNSHIP.. CATAWBA CO.. N.C. FILL HA 39orro I ELLIOT BY: LLIOT WILLIAMS oc FIE: TAX MAP Na 47100145ee10 I I i _------, bvt \--- ..._. i 5r2—\ 9/\ .66 _ n_ < ( i n c) c\i 0,9H 1 r`r' 1 C I 80 - C. /F c�0 o-) 1 JQ _ Ao CeD I D 0 ._---- rf f-- 0 (NJo0 o cn 00 -, t- o w Q.) ( 0 Iii z I D 1 - o � N E I ,_ \-.......„. 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Nf W CW YO M'51174 a NNOf ` I I (4 Catawba county Geospatial ,,,., rrirr_, Information Services Real Estate Search I 40 • 40 \ ,.' • II - 39 . I PT ".0 38 f I PT I 38 I • / 37 I w j tin=60ft s Parcel: 471001265510, 1358 ASTORIA PKWY CATAWBA, 28609 Owners: WILLIAMS ELLIOTT FENNELL, WILLIAMS DAVETTE WAGNER I Owner Address: 167 ABBOTTS GROVE CT #7 I Values - Building(s): $0, Land: $178,100, Total: $178,100 I This map/report product was prepared from the Catawba County.NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user The County of Catawba. its employees agents,and personnel,disclaim.and shall not be held liable for any and all damages,loss or liability.whether direct. indirect or consequential which arises or may I arise from this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 09/16/2022 i'arevI Report hops:!/gis.catawbacountync.gov/nomap/parcel_report.php?key=47100... IParcel Report - Catawba County NC Parcel Information: Owner Information: I Parcel ID: 471001265510 Owner: WILLIAMS ELLIOTT FENNELL Parcel Address: 1358 ASTORIA PKWY Owner2: WILLIAMS DAVETTE WAGNER City: CATAWBA, 28609 Address: 167 ABBOTTS GROVE CT#7 I LRK(REID): 301260 Address2: Deed Book/Page: 3641/0178 City: HIGH POINT Subdivision: ASTORIA State/Zip: NC 27265-7556 I Lots/Block: 39/ Last Sale: $289.500 on 2021-03-15 School Information: Plat Book/Page: 53/131 School District: COUNTY I Legal: LOT 39 PLAT 53-131 Elementary School: CATAWBA Calculated Acreage: .500 Middle School: MILL CREEK High School: BANDYS Tax Map:I Township: CATAWBA School Map State Road #: ITaxNalue Information: Tax Rates(pdf) Zoning Information: City Tax District: All in County Zoning District: COUNTY County Fire District: SHERRILLS FORD Zoningl: R-30 I Building(s) Value: $0 Zoning2: Land Value: $178,100 Zoning3: I Assessed Total Value: $178,100 Year Built/Remodeled: / Zoning Overlay: CRC-O,WP-O,FPM O Small Area: SHERRILLS FORD Current Tax Bill Split Zoning Districts: / IZoning Agency Phone Numbers Miscellaneous: Firm Panel Date: 2008-03-18 I Building Permit Address Search for this parcel. Firm Panel#: 3710471000K If available, Building Permits for this parcel. Septic 2010 Census Block: 1012 links are not permits. 2010 Census Tract: 011503 I Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. Building Details I WaterShed: WS-IV Critical Area Voter Precinct: P21/Voting Map Parcel Report Data Descriptions IList all Owners Deed History Report Assessment Report I This map/report product was prepared from the Catawba County.NC Geospatial Information Services.Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba.its employees.agents.and personnel.disclaim.and shall not be held liable for any and all damages.loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any I person or entity. CO 2022, Catawba County Government. North Carolina. All rights reserved. I I I of I 9/16/2022, 1:57 PM 1 ' Lash Engineering, Inc. Civil/Consulting/Wastewater/Planning ' 1 104 Cindy Carr Drive Matthews,NC 28105 Phone:704-847-3031 ' mikel(u�LashEn:¢ineerina.com Lash Engineering, Inc. Project Summary for: ' Elliot Williams 4-bdrm Home Wastewater Facility ' Catawba County, NC. ' The proposed wastewater facilities are shown in plan. A Sub-Surface Standard Chamber Wastewater Disposal system is proposed because of some good soils found on the site. The ' Soils investigation was conducted by Dan Spangler, LSS. Their report is included in this submittal. The primary soil disposal area has an associated treatment level of NSF 40 with an LTAR of 0.275. The repair area has an associated treatment level of TS-II with an LTAR of ' 0.15. The pre-treat tank flows over into a common chamber drain field through a Distribution Box (D-Box)with Speed Levelers. The aerobic treated effluent is pumped through a 2" supply line,this feeds the Distribution box that then feeds the five runs of chambers. The system will be ' pumped through-out the aerobic treatment to the distribution box to feed the five runs of chambers. ' The proposed AquaSafe PreTreat units are made of fiberglass at the factory, assembled at the factory and shipped to the site ready to be installed. Floatation of the tanks is not a factor as the units are being installed well above any creek or flood prone areas and not subjected to flooding ' or ponding. Once the treated effluent has been processed,the effluent is discharged by gravity to the pump tank. The pump chamber represents the start of the sub-surface drip irrigation system. The pump chamber contains one effluent pump (2hp LIBERTY FL202 M-2), to provide ' adequate TDH to lift the effluent to the upper manifold and to pressurize the drip tubing. It is rated with 100 feet of TDH at a flow of 40gpm. Pump curves are shown on the plans and in the project documents. The pump is controlled by an AquaSafe control panel, panel will have audible and visual alarm indicators for any system issues detected. The pump tank contains three floats: The first float, located approximately 19" above the tank ' bottom or 1" above the top of the pump, is a redundant "off' float. The second float located 23" above the tank bottom, is the "on" float and signals the PLC to discharge the effluent with the appropriate pump to the disposal field. The third float is the peak enable float that will extend ' the run-time of the pump and the fourth float is the high-level float which will trigger the PLC to sound both the audible and visual alarms. The alarms indicate that the system is having some I type of problem (such as pump failure, extremely high-water usage, etc.) and means that the ' system needs to be checked and the PLC will send an alarm out. Site Specific Information t The design flow as reflected on the site plan for the home are based on 120 gpd per bedroom. 4 bedrooms at 120 gpd = 480 gpd design flow. Based on an in-field soils analysis performed by Joe Lynn, LSS, the design LIAR is 0.275, and utilizing the 25% reduction from the chmbers, ' installing at 9'o.c. (because of the topography) with a saturation trench width of 3', requires a need for 300' of chambers. Based on the site's topography, available space, required setbacks, and system performance, the system is designed with five equal length lines with an average of ' approximately 88' each. The chamber lines are fed from a distribution box. The elevation change is approximately 35' from the pump tank to the"D" Box. ' The major system components (Pre-treat & pump tank, chambers, etc.) have been reviewed and approved for this application by the State of North Carolina, and many systems of this type have already been installed and certified. The system shall be installed by a certified contractor, and ' the entire system shall be certified as complete and operational by Lash Engineering, Inc. The septic, pump, and chamber system must be inspected once a year to check for leaks, make sure the control panel and the alarms are working, run the system through a manual cycle, and verify ' valves and filters are working properly. The chamber disposal field should be checked thoroughly for leaks, ponding, or erosion, which could indicate a problem with the disposal system. The Engineer has provided the Owner a Check Sheet for evaluating the system on a ' monthly basis. Any issues should be brought to the attention of the Operator. Certification & Final: ' Lash Engineering, Inc., in conjunction with Tim Barbee (operator), and the installer will provide a final certification packet including a letter stating that the system was installed properly, and that all connections and programming have been checked. If significant changes have occurred ' during the construction process, then a final "As-Built" drawing showing those changes made due to site-specific conditions will be supplied to the Owner along with the Certification. Please contact Lash Engineering,Inc. if you have any questions or concerns at 704-847-3031. 1 1 1 1 1 1 1 1 1 aN-SITE WASTEWATER 1 SOIL/SITE EVALUATION 1 REPORT 1 for I i ELLIOTT WILLIAMS 1 1 1 1 1 Re: Soil/site evaluation: 1358 Astoria Pkwy. House Parcel ID 471001265510 System Parcel ID 471001254068 S 1 I An evaluation of the soil properties on of the aforementioned property has ' been conducted to determine if this property could support a subsurface wastewater disposal system. The property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage Treatment and Disposal ' Systems",The purpose of the investigation was to determine suitability for an On-Site Wastewater (septic) System to serve a residence. ' Site suitability is based on but not limited to topography, soil characteristics, soil wetness, soil depth, restrictive horizons. and available ' space. This report lists the findings, conclusions and recommendations for the property. ' If you have any questions or if I can be of assistance, contact me at (828) 310-0089, E-mail at joe_lynnoswps@yahoo.com. 1 Joe Lynn LSS 1089 1 1 50IL SCl 04. U A oa� ' INTRODUCTION 1 I I OWNER/APPLICANT: Elliott Williams I LOCATION: 1358 Astoria Parkway house Regal Blvdsystem COUNTY: Catawba TYPE OF FACILITY: Residence I DESIGN UNIT: 480 gallons/day DATES OF EVALUATION: 06/23 & 07/19/2022 EVALUATED BY: Joe Lynn I SITE INFORMATION IAREA/USE: .5 acre & .47 acre system area WATER SUPPLY: Well I TOPOGRAPHY: Linear slopes LANDSCAPE POSITION: 5% SITE LIMITATIONS: System area is on a different piece of land away from 1 house site. SOIL INFORMATION ITEXTURE: surface: clay subsurface: clay I STRUCTURE: subangular & angular blocky CLAY MINERALOGY: slightly expansive SOIL DEPTH: TO ROCK OR PARENT MATERIAL: 38/47 INCHES inches I SAPROLITE: 22 inches SOIL WETNESS: N/A I RESTRICTIVE HORIZONS: None A description of each pit/boring is attached and the attached maps display Ithe approximate locations of the pits/borings and noteworthy features. I I I ONSITE WASTEWATER SYSTEM PROPOSAL I Description Initial System Repair System I I I 1 Available Space Suitable Suitable System Type Accepted chambers TS-II Drip Site LIAR 275 .15 System Size 440 feet 1,200 feet ' # Trenches 5 15 Length of Trenches 88 feet 75 feet Trench Spacing 9 feet on center _ 2 feet ' Trench Depth 18 inches lower wall 6 inches Distribution Method Pressure manifold ' Septic Tank 1 .000 gallon Pump Tank 1 .000 gallon ' SITE PREPARATION No grading is to be done. The area for the initial system and the repair cannot be graded. Only remove the scrub trees with as little disturbance to the soil as possible. ' SYSTEM INSTALLATION ' The initial system, must be located as shown in the attachments and the Improvement Permit and Authorization to Construct. The septic tank and pump tank should be installed as shallow as possible. The system must meet setbacks: 50-100' from wells (depending on soil type and space), 50' from streams and ponds, 10' to 25' to storm water diversions (gullies, ditches, etc.)10' property lines,15' from top of embankments greater than ' two feet in depth and if a retaining wall with a drain is used the setback distance must be 25 feet, 15 from pools, etc. ' The systems must be installed when the soil is not wet. Consult Environmental Health about soil wetness and system installation. I 1 r I 1 I DISCLAIMER The findings in this report represent my professional opinion about soil and site conditions based upon the information available to me during the evaluation. ' Variability in the soils could result in conditions that are unpredictable and different than what I found. Backhoe pits can reveal different soil conditions than those found in auger borings. I am not responsible for errors made due to unclear, unknown, or misrepresented property lines. I am not responsible for difficulties caused by the location of overlooked critical features (such as wells, water lines, utilities, streams, septic systems, buildings, etc.) on this or ' neighboring property. There are other circumstances beyond the scope of this report that ' could create problem that might deny the use of the property as desired. Some of these include: zoning laws, excessive grading, and misallocations of houses, drives, property lines, wells, and utilities. Buried utilities and culvert runoff should not cross drainfields, septic ' tanks, or repair areas. I I I r I I I SOIL/SITE EVALUATION FORM U FOR ON SITE WASTEWATER SYSTEM Owner/Applicant: Date Evaluated: I Address/Phone #: County/ PIN #: Facility: Design Flow: gpd Property Size: Location/Road: Subdivision/Lot#: I Water Supply Public Private Well Community well - Evaluation Method Auger Boring Pit Cut _ Type of Wastewater Sewage X IPVWV Mixed IProfile Landscape Horizon Texture Structure Consistency Saprolite Soil Soil Profile # Position& Depth Mineralogy Wetness depth classification Slope in. _ Color & LTAR I I I - 1 _ I 1 IEVALUATED BY: Joe Lynn I I SOIL/SITE EVALUATION FOR ON-SITE WASTEWATER SYSTEM Owner/Applicant: Elliott Williams Date Evaluated: 06/23 & 07/19/2022 Address/Phone#: County/ PIN #: 471001254068 Facility: Residence Design Flow: 480 gpd Property Size: .47 acres Location/Road: Regal Blvd. Subdivision/Lot#: lot 39 Water Supply Public Private Well X Community well Evaluation Method Auger Boring X Pit Cut Type of Wastewater Sewage X IPWW Mixed Profil Landscape Horizon Texture Structure Consistency Saprolite Soil Soil Profile e Position& Depth Mineralogy Wetness depth classification # Slope in. Color <AR 1 LS 5% 0-22 C SBK Fl mica 22-35 C SBK/ABNK Fl mica little 35 PS .275 35-38 SIUSICL FR mica >50% 2 LS 0-22 C SBK Fl 22 U 22-35 SIL FR >50% 3 LS 0-32 C SBK/ABK Fl 32-47 C/CL SBK/ABK Fl 47 PS .275 4 LS 0-23 C SBK/ABK Fl mica 23/32 CL SBK/ABK Fl mica 32-38 CL SBK/ABK Fl mica <50% 38 PS .275 PRESENT USE: WOODED SYSTEM AREA OTHER FACTORS: House and tanks long distance from system area EVALUATED BY: Joe Lynn COMMENTS: Landscape Texture Structure Mineralogy Mineralogy Position consistency consistency Ridge Sand Crumb Moist Moist R S CR I I I SOIL LEGEND Landscape Texture Structure Mineralogy Mineralogy 1 Position I consistency consistency Ridge Sand Crumb Moist Wet I R S CR Shoulder �Loamy sand Granular Slightly Slightly I slope S LS GR expansive expansive Nose slope Sandy loam Block like loose Slightly sticky N SL SS J IHead slope Loam Subangular Very friable Sticky H L SBK IVFR S I Foot slope I Silt loam Angular Friable Non plastic FS SIL ABK FR NP U Flood plain Silt FP SI Platy Firm Fl Slightly PLplastic SP Drainage way Sandy clay Prismatic Plastic I D loam SCL PR P Terrace Silty clay Absence IT loam SICL A Debris slope Clay loam Expansive Expansive DS CL I Sandy clay Very firm Very sticky SC VF VS IConcave Silty clay Extremely Very plastic slope CC SIC firm EF VP U Convex slope Clay CV C I I I I I DATE(MM1DDrcriY) ACS ?J CERTIFICATE OF LIABILITY INSURANCE 41.....---= 08/09/2022 I 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. I 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 CONTACT Janice Adams NAME: I Insurance Management Consultants,Inc PHONE (704)799-1600 FAx (A/C,No,Ertl: lac,No): PO Box 2490 E-MAIL cert@lmclpls.com ADDRESS: INSURERISI AFFORDING COVERAGE NAIC R Dav'dson NC 28C36 INSURER A: RLI Insurance Company ±3056 I INSURED INSURER B Lash Engineenng.Inc. INSURER C: 325 Matthews Mint Hill Road INSURER O: I SUde 201 INSURER E: Matthews NC 28105 INSURER F: COVERAGES CERTIFICATE NUMBER: 2022-2024 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 U INDICATED NOTWITHSTANDING ANY REQUIREMENT.TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS. EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR *DUI_SUER POLICY EFF POLICY EXP LIR TYPE OF INSURANCE INSD WVD POLICY NUMBER (MM/DDIYYYYI (MM(DDIYYYY) LIMITS I COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE EO S CLAIMS-MADE OCCUR PREMISES(Ea occurrrencel S MED EXP(Any one person) $ I PERSONAL&ADV INJURY $ GEN'LAGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE S POLICY n JE T LOC PRODUCTS-COMP/OP AGG 5 OTHER. $ ' -AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT S (Ea acadentl ANY AUTO BODILY INJURY(Per person) S OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE 5 I AUTOS ONLY AUTOS ONLY (Per accident) , 5 UMBRELLA LIAR OCCUR EACH OCCURRENCE S —y EXCESS UAB CLAIMS-MADE AGGREGATE S I DED RETENTIONS _ 5 WORKERS COMPENSATION I PERTUTE I I ER OTH TAND EMPLOYERS'LIABILITY Y I N ' ANY PROPRIETOR/PARTNER/EXECUTIVE - E L EACH ACCIDENT 5 OFFICER/MEMBER EXCLUDED'? N 1 A I (Mandatory In NH) E L.DISEASE-EA EMPLOYEE S If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Professional Liability A RDP0047800 08/04/2022 08/04/2024 Per Claim $1,000,000 I Aggregate $1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS(VEHICLES (ACORD 101.Additional Remarks Schedule,may be attached If more space le required) 1 CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE I THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN FOR INSURANCE PURPOSES ONLY ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE I � � ' ) 0 1988.2015 ACORD CORPORATION. All rights reserved. 1 ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AC D CERTIFICATE OF LIABILITY INSURANCE ' °°re``rtractzr""' Ihrop,,,r-- le/S/2822 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CeprIACAte DOES NOT AFFIRMATIVELY OR NEGATIVELY Am END.EXTEND OR ALTER Y'r1L COVERAGE APPOROE0 ter THE POUCIES BELOW, THIS CERTIP)CATE OF INSURANCE DOES NOT CONSTrnitE A CONTRACT BETWEEN THE ISSOiiVGINSURE.R($).AUTHORtZ€O REPitESENTATNE OR PRODUCER..ARO THE CERTIFICATE HOLDER. ' IMPORTANT: 11 tIt8 oettlecate neuter is an ADo1TlONAL INSURED.the pcfity(Ies)roost tie endorsed. II SUBROGATION IS WAIVED,subsea to :h0:es ns and cOnifiTtans of the poiiGy.certain pollefes ntey rermina an endorsemer:1. A statement on Chas cort>icate does not confer rights to the certificate holder in lieu of such endorsement(s). KOIDUCM C0' " Stephanie Horan Made Associates, LiC uek 1784)892-9297u Iiic.V,t:1'es1s��13 P.O. Box 1209 *m*motes. SNoranCIsadeiCt.coo 212 S Plain St. ,Y.,.,,.._., _. ._.__..._..._._.._.. .___, pr0.10tRIN..ArAacsa c OOVeaA..e 10IK 4 David$On NC 26036 .kuzseA:All to•Qamera -.18888 MIA S" p. i.Ae� rat]_3na�rancl... ''+EAU ,—.., Joe D Lynn Jr ,orTxxcr%C1 8788 George I4ildebran School Road 010. ta.ac . u _. , ... Hickory, NC 28602 I ein.min c. y Itif"P3k2F_ COVERAGES CERTIFICATE NURSE R:22-23 Master REVISION MIJM8ER: totttiIS 10ot.Rto-y INN!tscE pt;t1CILS C+r IN--Slikntt tf3tL.:1 9ELEAVRAIE 81i:'i ISSIA0 Yd ENE fl Sw E0 NANO AEkP.,F ill tii} F'1Lt;,t'✓ER CO IN GATED.,kONo.TNSTAT.C1fj ANY R EOL0RE MINT,TtiTN. 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Ail NOUS reserved ACORD 25(2014104 The ACORO name and logo are registered marks of ACORO U '`; D 09115R022 CERTIFICATE OF LIABILITY INSURANCE DATE THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS U CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POUCIES BELOW.THIS CERTIRCATE 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 poliay(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 I certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER FEDERATED MUTUAL INSURANCE COMPANY N CONTACT CLJENT CONTACT CENTER PHONE HOME OFFICE: P.O.BOX 328 (A/C,Na,Ea):888-333-4949 (NC,Not:507-446-41364 OWATONNA,MN 55060 AIL ADDRESS:CLIENTCONTACTCENTER&BFEDINS.COM _ I INSURERIEi AFFORDING COVERAGE URIC# INSURER A:FEDERATED MUTUAL INSURANCE COMPANY 13935 INSURED 399-448-0 INSURER E: RICHARD ABERNATHY CO LLC INSURER C: 1491 MOUNT ULLA HWY I MOUNT ULLA.NC 28125-9716 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:128 REVISION NUMBER:0 I THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT. TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS.EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR 'TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFT POLICY EKP UNITS LTRMRIYVD 1MM/DD/YYYYt M U n IVYYYI I X COMMERCIAL GENERAL UABIUTY EACH OCCURRENCE S1,000,000 pAMAOt Tp RENTED S100,000 CLAIMS-MADE X OCCUR PREMI[[B1Fj ono MID[xr Ir.'a.won EXCLUDED A N N 6043009 04101/2022 04/01/2023 PERSONALS AOVINJURY S1,000,000 I -QEV'L AOO UNIT RICA APPLIES PER: GENERAL AOGR[OATE S2,000,000 X PaKY JECT I L� PRODUCTS-COMP/OP AGO S2,000,000 OTHER: AUTOMOBILE LIABILITY I f0MBIN[D[INOLE LIMIT S1,000,000 EE SSlalf� X ANY AUTO BODILY INJURY pm person) A ——OWNED AUTOS ONLY —SCHEDULED - AUTOS N N 6043009 04/01/2022 04/01/2023 BODILY INJURY[Pm*Adana HIRED AUTOS ONLY NON-0YMtD PROPERTY OMyAOE AUTOS ONLY IPrr ITtiEEn I X UMBRELLA LWa X OCCUR A EXCESS L EACH OCCURRENCE $3,000,000 IAB GUMS-MADE N N 6043011 04f01/2022 0001/2023 AIOREDATF $3,000,060 — DED RETENTION WORKERS COMPENSATION 1 OTIF AND EMPLOYERS'LIABILITY Y I IIX 'PER STATUTE l ER ' A Et EACH ACCIDENT ANY PRDPRIE TORIPARTNERIEEECUTIVE —N 1 A N 6043010 04f0112022 04AD1/2023 _----- ---- A OHTIGERIMEMB d EXCLUDED? E.L.DISEASE-ER EMPLOYEE (Mantlao7 In NH) S1,0O0,000 er IPTION IT rBF.desalt*ION DESCR OFF OPERATIONS below [L pS[ASL•POLICY OMIT S1,000,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 151,AMNIs al Remits Schaaull,In IT be MAtlNA:1 mere moo II ngWnp) ADDITIONAL NAMED INSUREDS INCLUDE I RICHARD ABERNATHY GRADING AND SEPTIC INC I CERTIFICATE HOLDER CANCELLATION 399-448-0 128 0 LASH ENGINEERING SHOULD ANY OF THE ABOVE DESCRIBED POUCIES BE CANCELLED BEFORE 1104 CINDY CARR DR THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN MATTHEWS,NC 26105-2571 ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORISED RLPRESENTATIVR M ) „„. I is 198E-2016 ACORD CORPORATION.AN eights reserved. ACORD 25(MUM) The ACORD name and logo are registered marks of ACORD I r. I -,11111 � � 11 ri WASTEWATER FACILITY Maintenance Plan and Schedule 115111111141 for Owner I ENGINEERING IWastewater Facility Maintenance Plan - Subsurface Disposal I Common Maintenance Issues Wastewater Disposal Facilities require plant,soil,and sometimes mulch maintenance to ensure optimal infiltration,storage,and pollutant removal capabilities.Disposal System I maintenance requirements are typical landscape care procedures and include: 1. Watering: Watering should not be required after establishment (about 2 to 3 years). However,watering may be required during prolonged dry periods after plants are I established. 2.Erosion Control: Inspect tubing areas for leaks,ponding, or surface overflow areas U periodically. Replace soil, plant material,and/or mulch in areas where erosion has occurred. Erosion problems should only occur during extreme weather events. If sediment is deposited in the Disposal area,immediately determine the source,remove excess deposits,and correct the problem. I3.Plant Material: Occasional pruning and/or removal of dead plant material may be necessary. Replace any dead plants or dead areas immediately upon discovery. If specific I plants consistently have a high mortality rate,alternate similar approved species may be used.Periodic weeding is necessary until groundcover plants are established.Weeding should become less frequent as the design density is accomplished. Plants (grass) should be I mowed at a height consistent for good growth of cover. 4.Nutrients and Pesticides: The soils are existing and have not been augmented. Nutrient and pesticide inputs should NOT be required and will degrade the pollutant processing I capability,as well as contribute to additional pollutant loading to receiving soils or waters. By design, Disposal facilities are typically specified in areas where phosphorous and nitrogen levels are often elevated. Therefore,these should not be limiting nutrients with Iregard to plant health.if in question,have the soil analyzed for fertility. gi-kluic-io (if used) Replace mulch annually in Disposal facilities where required and where heavy metal deposition is likely(e.g., drainage areas that include commercial/industrial I uses,parking lots,or roads). In residential or other settings where metal deposition is not a concern,replace or add mulch as needed to maintain a 2 to 4 inch depth at least once every two years. I6.Seil media+(if used) Soil mixes for Disposal facilities are designed to maintain long-term fertility and pollutant processing capability.Estimates from metal attenuation research II indicate that metal accumulation should not present a toxicity concern for at least 20 years (USEPA 2000). Further,replacing mulch where heavy metal deposition likely occurs provides an additional factor of safety for prolonged Disposal performance. If in question, have soil analyzed for fertility and pollutant levels. When the filtering capacity diminishes Isubstantially (e.g.,when water ponds on the surface for more than 12 hours),remedial actions must be taken. I Page I of 4 I t r ' fir-Feneingt (if used)The fence is to protect the Wastewater Facility against outside intrusion. It should be capable of being locked. Public access should never be allowed so the locking mechanism should be kept operable. Should the fence become damaged, ' it is the Owners responsibility to have it fixed or repaired in a timely manner. Once the fence has been repaired and the disposal area secured, the site should be investigated to ensure that the area is complete. For most settings,the fence should be capable of restricting access from rabbits,dogs,opossum,etc. that could cause burrowing and ' digging issues. Examples of When to Perform Maintenance • Fill disposal area shows signs of erosion or excess sediment deposition. • Anywhere that ponding has occurred. • Surface of ground anywhere around the facility is damp on a dry day. • Plants need water or need to be replaced. tImportant inspection and maintenance procedures: - If the Disposal Area had to be stabilized then immediately begin watering the plants t twice weekly if needed until the plants become established (commonly six weeks). -Snow,mulch or any other material should NEVER be piled on the surface of the Disposal Area. ' - Heavy equipment should NEVER be driven over the Disposal. -Special care should be taken to prevent sediment from entering the Disposal Area. After the Disposal Area is established,inspection is required once a month and within ' 24 hours after every storm event greater than 1.0 inches(or 1.5 inches if in a Coastal County). Records of inspection and maintenance will be kept in a known set location and will be available upon request. Inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately. Inspection and Maintenance Provisions for Wastewater Facility Area of Inspection: Potential problems: How to remediate the problem: The entire Wastewater Facility Trash/debris is present. Remove the trash/debris. ' Areas of bare soil and/or erosive Re-grade the soil if necessary to ditches have formed. remove the ditch,and then plant a ground cover and water until it is ' established. Provide lime and a one-time fertilizer application. Ponding has occurred. Uncover the disposal product. Inspect for damage. Call the Operator if repair required. Ponding has occurred. Check for ground subsidence. Call Operator if repair required. Erosion is occurring. Re-grade the swale if necessary and provide erosion control devices such as reinforced turf matting or rip/rap to avoid future I Lash Engineering, Inc. Page 2 of 4 1 I Area of Inspection: Potential problems: How to remediate the problem: problems with erosion. ' All diversion ditches should be free flowing,vegetated,mowed and maintained. ' The-Pretreatment-Area Flow is near pretreatment area and/or gullies have formed. Re-grade if necessary,to route all flow away from the pretreatment area. Re-stabilize the area after grading. ' Sediment has accumulated to a Re-grade if necessary,to route depth greater than three inches. all flow away from the pretreatment area. Re-stabilize ' Erosion has occurred. the area after grading. Provide additional erosion protection such as reinforced turf matting or riprap if needed ' to prevent future erosion problems. Weeds are present. . Remove the weeds. ' The Disposal Area Plants Best professional practices Prune according to best show that pruning is needed to professional practices. maintain optimal plant health. Plants are dead,diseased or Determine the source of the dying. problem:soils,hydrology, disease,etc.Remedy the problem and replace plants. Provide a one-time fertilizer application to establish the ground cover if a soil test indicates it is necessary. Grass/Weeds are high. Grass should be mowed to an optimum height for the grass species. ' Tree stakes/wires are present Remove tree stake/wires six months after planting. (which can kill the tree if not removed). The Disposal Area:soils and Mulch is typically not used with Spot mulch if there are only ' mulch subsurface systems,however if random void areas.Replace the design constituted using the whole mulch layer if necessary. mulch as a cover then: Remove the remaining mulch t Mulch is breaking down or has and replace with triple floated away. shredded hard wood mulch at a maximum depth of three inches. ' Soils and/or mulch are clogged Determine the extent of the with sediment. clogging-remove and replace either just the top layers or the entire media as needed. Dispose of the spoil in an appropriate off-site location. Use triple shredded hard wood mulch at a maximum depth of three inches.Search for the source of the sediment and Lash Engineering, Inc. Page 3 of 4 1 I I Area of Inspection: Potential problems: How to remediate the problem: the problem if possible. Iremedy An annual soil test shows that Dolomitic lime shall be applied pH has dropped,or heavy as recommended per the soil metals have accumulated in the test and toxic soils shall be I soil media. removed,disposed of properly and replaced with new planting media. I I I I I I I I I I 1 I I Lash Engineering, Inc. 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