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HomeMy WebLinkAboutEOP-07-2023-200379.tif fpp X)3^ WS°if s.,, " ROY COOPER •Governor e, .:. Mop ��" 07-Zv2� - 2r.�37 wj,4r 3 �y) NC DEPARTMENT OF KODY H. KINSLEY •Secretary ' tl_ I HEALTH AND �ar HUMAN SERVICES HELEN WOLSTENHOLME • Interim Deputy Secretary for Health , " „r, MARK T. BENTON•Assistant Secretary for Public Health Division of Public Health 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 accordance with G.S.89C LHD USE ONLY: Initial submittal of this NOI received: 6-2-I 2 3 by 12-P Date Initials PART 1: Notice of Intent to Construct(NOI)-Please check all that apply 11 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.): Eric Souare Sweet Mango Builders, LLC Mailing address: 301 S McDowell Street, Suite 125 City: Charlotte State: NC Zip: 28204 Telephone number: (704) 705-0455 E-mail Address: eric@sweetmangobuilders.com 2. Professional Engineer(PE) name:George D. Barrier 019221 g License number: Mailing address: PO Box 26072 City: Charlotte State: NC Zip: 28221 Telephone number: (704) 201-1487 E-mail Address: CarolinaSepticSystems@carolina.rr.com 3. Licensed Soil Scientist(LSS) name: Larry Thompson, LSS License number: Mailing address: PO Box 541 City: Midland State: NC Zip: 28107 Telephone number: 704-301-4881 E-mail Address: lorry@thompsonenv.com 4. Licensed Geologist(LG) (if applicable) name: License number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 5. On-Site Wastewater Contractor name: Juan Carlos Rocha License number: 5240 Mailing address: 2602 Gold Mine Road City: Monroe State: NC Zip: 28081 Telephone number: 704-242-3202 E-mail Address: carlosseptic@gmail.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: 0 PE ❑■ LSS ❑ LG ❑■ On-site Wastewater Contractor RECEIVED NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH t 2 8 2023 LOCATION:5605 Six Forks Road,Raleigh, NC 27609 JJ MAILING ADDRESS:1642 Mail Service Center,Raleigh, NC 27699-1642 www.ncdhhs.gov • TEL: 919-707-5874 • FAx:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER Environmental Health Engineer Option Permit Common Form LHD Reference: r`v�✓ - - .o2�-2oo37? 7. Property location (physical address,tax parcel identification number or subdivision lot, block number of the property to be permitted); 357 Hopewell Church Road, Catawba, NC PIN: 471001155829 County Name: Catawba 8. Type of facility: ❑� Place of residence No. Bedrooms: 4 No. Occupants:2 ❑ Place of business Basis for flow calculation: _ -- ❑ Place of public assembly Basis for flow calculation: 9. Factors that would affect the wastewater load: Design is for domestic wastewater strength only. 10. Type and location of proposed wastewater system: Pump to Prefabricated Permeable Block Panel System Type 14. Septic system located immediately behind the home. G]b 11. Design wastewater flow: 480 gpd (For flow>3,000 gpd and industrial process,duplicate plans shall be sent to the State.) Design wastewater strength: 0 domestic ❑ high strength ❑ industrial process 12. A plat as defined in G.S. 130A-334(7a) is attached: 0 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: 0 Yes ❑ No This is a saprolite system. ❑Yes 0 No 14. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(a1)signed and sealed by a LSS is attached: ❑■ Yes ❑ No 15. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes NA 16. Proposed landscape,site, drainage, or soil modifications are attached: 0 Yes ❑ NA Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C George D. Barrier hereby attest that the information required to be included with Registered Professional Engineer(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 in accordance with G.S. 130A-336-.1(e)(6). Sb 26JUN23 Signature of Licensed Professional Engineer Date DHHS/EHS/OSWP—EOP COMMON FORM Updated April 2022 Page 2 of 6 Engineer Option Permit Common Form LHD Reference: �+d� ��_�2� _ 2U0�7 This section is for Owner use to either designate PE as their legal representative or to self-submit the NOI. Designation of Registered Professional Engineer as legal representative of Owner for this Notice of Intent: Eric Souare of Sweet Mango Builders, LLC hereby designate George D. Barrier, PE Print Name of Owner Print Name of Registered Professional Engineer as my legal representative for purposes of this Notice of Intent pursuant to G.S. 130A-336,1. �‘G• -- 06/26/23 Signature of Owner Dote Owner self-submittal of NOi: 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 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 Engineer Option Permit[G.S. 130A- 336.1(f)] 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—EOP COMMON FORM Updated April 2022 Page 3 of 6 Engineer Option Permit Common Form LHD Reference: (✓ ° —La�3—Zoo)'7' 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 a notice of intent to construct,as required pursuant subsection(b)of this section,is complete within 15 business days after the local health department 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 department 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 department fails to act within any time period set out in this subsection, the owner or professional engineer may treat the failure to act as a 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,USPS,hand-delivered Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date 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-11i11�3 via /-k^111/ 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 1 -11%31a At. etr- 7 Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Date DHHS/EHS/OSWP—EOP COMMON FORM Updated April 2022 Page 4 of 6 Engineer Option Permit Common Form LHD Reference: Re-submittal of NOI with missing items included This Section is for use by the owner or PE to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the PE. LHD USE ONLY: This NOI resubmittal received: by Dote Initials Item#from initial NOI Resubmittal description Attestation by Professional Engineer licensed in North Carolina pursuant to G.S.89C I, hereby attest that the information re-submitted for this Notice of Licensed Professional Engineer(Print Name) 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 in accordance with G.S. 130A-336- .1(e)(6). Signature of Licensed Professional Engineer Date The section below is for Local Health Department use after submittal of items noted as 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- 336.1(c). This NOI is determined to be: ❑ 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 design PE 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 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 PE and the Owner on via Date Email,FAX,USPS,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—EOP COMMON FORM Updated April 2022 Page 5 of 6 1 Engineer Option Permit Common Form LHD Reference: PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner or the PE. LHD USE ONLY: Initial submittal of request for ATO received: by Date Initials Date of Post-construction Conference: Post-construction Conference waived in accordance with G.S. 130A-336.1(j): T he following items are included in this submittal for an Authorization to Operate under an EOP: 1. Signed and sealed copy of the Engineer's report that includes the information in G.S. 130A-336.1(k)(1)and 15A NCAC 18A.1971(f) ❑Yes ❑ No 2. Operation and management program and ORC contract, if applicable ❑Yes ❑ No 3. Fee (as applicable) ❑Yes ❑ No 4. Notarized letter documenting Owner's acceptance of the system from the PE n Yes ❑ No 5. Owner meets requirements of ownership or control of the system per 15A NCAC 18A.1938(j) ❑Yes ❑ No 6. Easement, right of way, or encroachment agreement required per 15A NCAC 18A.1938(j) ❑Yes ❑ No 7. Multi-party agreements required,as applicable, pursuant to 15A NCAC 18A. .1937(h) ❑Yes ❑ No If yes,agreements filed in County Register of Deeds in Deed Book Page Attestation by the Owner or the PE for Authorization to Operate hereby attest that all items indicated above have been provided to the Print name of Owner or Professional Engineer County LHD and the system shall meet applicable federal,State, and local laws, regulations, rules and ordinances in accordance with G.S. 130A-336-.1(e)(6). Signature of Owner or Professional Engineer 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 EOP: Copies of this signed form were sent to the design PE 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-336.1(m). A copy of this complete NOI/ATO with tracking information was sent to the State on via Date Email,FAX,LISPS,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/EHS/OSWP—EOP COMMON FORM Updated April 2022 Page 6 of 6 w PRELIMINARY SOIL AND SITE EVALUATION Catawba County Parcel: 471001155829 357 Hopewell Church Road Catawba, NC 28609 Prepared For: Carolina Septic Systems, PC PO Box 26072 Charlotte,NC 28221 Prepared By: pon _ Envit n t I Consi.. kin 11',vI`l4',,, . 11:ks'I'1mvi'F,R • V,, I T.LANT}S, Thompson Environmental Consulting, Inc. PO Box 541 Midland, NC 28107 June 26, 2023 v‘sto SOIi Sci�' G rt 04 a . �, 0 to 7H INTRODUCTION& SITE DESCRIPTION This Soil and Site Evaluation was performed on a 0.57-acre lot located at 357 Hopewell Church Road,Catawba,North Carolina(Catawba County Parcel: 471001155829). Thompson Environmental Consulting, Inc. (TEC)was retained to determine whether the soils were suitable for onsite subsurface wastewater treatment and disposal. The property was evaluated in accordance with North Carolina statutes for waste disposal ("Laws and Rules for Sewage Treatment and Disposal Systems",amended April 1, 2017). INVESTIGATION METHODOLOGY & SITE PHYSICAL CHARACTERISTICS Individual soil borings were evaluated, and soil color was determined with a Munsell Soil Color Chart. Observations of the landscape(slope, drainage patterns, etc.)as well as soil properties(depth, texture, structure, seasonal wetness, restrictive horizons, etc.)were recorded. The project study is currently undeveloped and is vegetated with a mixed forest. The lot abuts a parcel that contains a community well and there is an old road bed located near the rear of the lot that is not depicted in the attached Figure 1. FINDINGS A field survey was conducted on June 21, 2023. Four soil borings were advanced with a hand-held auger,and their locations noted in the attached Figure. All borings were rated as Provisionally Suitable for the installation of a subsurface wastewater treatment and disposal system utilizing a Prefabricated Permeable Block Panel System (PPBPS) and are denoted in the attached Figure as green points. Surfaces,when present, typically exhibited friable sandy loam textures with moderate, medium, granular structure 5 to 10 inches in depth. Upper subsurface horizons exhibited firm clay textures with moderate, medium, subangular blocky structure to a depth greater than 37 inches. A long-term acceptance rate(LTAR)of 0.3 gal./day/sq. ft. would be recommended for these soils. DISCUSSION The soils observed within the project study area will support the installation of a subsurface wastewater treatment and disposal system utilizing Prefabricated Permeable Block Panel System (PPBPS)drainfield product. It is estimated that approximately 4,000 square feet of suitable soil area would need to be allocated and left completely available for the installation and required repair area for a Prefabricated Permeable Block Panel System serving a 4-bedroom single-family residence. CONCLUSION The findings presented herein represent TEC's professional opinion based on our Soil and Site Evaluation and knowledge of the current laws and rules governing on-site wastewater systems in North Carolina. Soils naturally change across a landscape and contain many inclusions. As such, attempts to quantify them are not always precise and exact. Due to this inherent variability of soils and the subjectivity when determining limiting factors,there is no guarantee that a regulating authority will agree with the findings of this report. 357 Hopwell Church Road 1 June 26,2023 Preliminary Soil and Site Evaluation • -'` •hontpsoJnv wonmeiltal COnsultingjt c. f t r. Sheer o «.4 -.13d 541 PROPERTY ID At: 't i 00 II.ls'S'B 2.q• ' Midland,NC 2$107 •• COUNTY: CATAW i N- SO,IUSITE EVALUATION • S r; for ON-SITE WASTEWATER SYSTEM tJ;> a.. BuSir ie s S Aib4 -ts L(,G d •DR1 SS: 44-04 MT otly6 CtKU.L•CW Rb cAMP-LAIr6.AzDATE EVALUATED: b(14, 15 kePOSEDFACILITY: (ZIS PROPOSED DESIGN FLOW(.1949): 47 PROPERTY WV- 0r4q-AG ATION OF SITE as? ►toP WJu.Cf(00C11itaxi G+Ql7Slwl0,a1 YVC Z8 O1 . PROPERTY RECORDED: WATER SUPPLY: 0 Private 0 Public ❑Weil 0 Spring ❑Other EVALUATION METHOD: 'jilAuirr Boring 0 Pit 0 Cut WE OF WASTEWATER: ;Sewage 0 Industrial Process ❑Mixed P a SOIL MORPHOLOGY OTHER P (.1941) PROFILE FACTORS 1 .1940 ' L LANDSCAPE HORIZON $ DEPTH 194E _ PROFILE PORTION/ # SLOPE% (IN) .1941 .1941 SOIL .1943 .19S6 •1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE. 11TQdERALOGY COLOR DEPTH CLASS HORIZ b- 9 415 1- v/-2 /Af1' t� -- 1-3 1. 5 t/s - FR- 1'�,1' 1 0, q • Ly 5- 2 531L 1 c f-s ) 6v ) , .3 2 29.3(3 S ) C L F, J S - — J 36 — (,5 to — s(�4 ISO.' _ — __} �r"� Ice �3� D b - 23 58 ( c- FT, c` L. " -30 5 Y 1C- (5 Ate.. DFscairr[oN u.mv,L SYSTEM REPAIR SYSTEM OTBER•FACTORS(.1946): it Ava7ublespace(.194s) PS PS SHE CLASSIFICATION(.1948): Provsion ', ,� r. ( SC> - �.. asp EVALUATED BY: r laIOA.b A �:2:r S'„_ Systeml'pe(s) PPBPS PPBPS R OTHER(S)PRESENT: O• ► t�l t. Site LTAR 0 , 3 0, 3 L. Thompson, LSS f 1FM.c_ COMIEN`IS: � + Updated February 2014 ,..- A0111fH C LEGEND use the following standard abbreviations J.AlYD APE POSITION GROUP SOIL CONVENTIONAL I.PP MINERALOGY/ TEXTURE ,I95S LTAR" .1947 LTAR* CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 SEXP(Slightly Expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) EXP(Expansive) M(Massive) D(Drainage Way) CR(Crumb) DS(Debris Slump) II SL(Sandy Loam) 0.8-0.6 0.4-0.3 . OR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) III Si(Silt) 0.6-0.3 0.3-0.1 S PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) S(Shoulder Slope) SiL(Silt Loam) MOIST �V�T T(Terrace) VFR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky) SIC(Silty Clay) Fl(Firm) S(Sticky) C(Clay) VFl(Very Finn v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR clue to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. p(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chrome 2 or less-record Munsell color chip designation CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LTAR):gal/daylfl2 Show profik locations and other site features(dimensions,reference or benchmark,and North). l 1 1,. j t 1 , .- . . . . -. , . . . , . I � 1 , _i_ II '.--=..c_..T- e I 1 „� 1. i • I. 1 1 Updated February 2014 ~ / ' ~ ^ [-- - - -' ---� ~- ~ / / ~- -_- � � 0@ --_ __ +__� { ^^— IQ -__- '/- LEGEND Project Study Area 0 Soil Boring Locations �Le.Soil and Site Evaluation lunozVzy Figure amps Uvio Prepared For:milling ca�w»acum�'pv�w:'n1oo1Issoe Scale: ��m" �n Church Road o ,v w^ ' SySt°��pc Catawba,NC 28609 N nz Job w. m Catawba County 23-223 — ^ AC ROi® CERTIFICATE OF LIABILITY INSURANCE DAT8/2M/DD/Y Y) 3/2022 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 NAMEACT David Vaughan Higginbotham Insurance Agency, Inc. PHONE FAX 500 W. 13th Street JA/c.No.Ern:9187797880 I IAlC,No):817-882-9284 E-MAIL Fort Worth TX 76102 ADDRESS; an/jr(gInigginoomam.net INSURER(S)AFFORDING COVERAGE NAIC# License#:2081754 INSURER A:Mid-Continent Casualty Company 23418 INSURED CAROSEP-01 INSURER B Carolina Septic Systems, PC 3901 Davis Lane INSURERC: Charlotte NC 28269 INSURERD: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:484602894 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LIMITS iNSD WVD POLICY NUMBER (MM!DD/YYYY) (MM/DD/YYYY) A X COMMERCIAL GENERAL LIABILITY 04-GL-001085517 9/1/2022 9/1/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $100,000 X Professional MED EXP(Any one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPUES PER: GENERAL AGGREGATE $3,000,000 X POLICY PRO- JECT LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Perd $ AUTOS ONLY AUTOS accident) HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY _ AUTOS ONLY (Per accident) UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE _ER ANYPROPRIETOR/PARTNER/EXECUTIVE NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT $ 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 Only AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD AC R CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDO/YYYY) L.f 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 CONTACT Higginbotham Insurance Agency, Inc. PHON: David Vaughan PHONE FAX 500 W. 13th Street _.(A/c, 9187797880 No,ExU• (A/c,No):817-882-9284 Fort Worth TX 76102 ADDRESS: divjrihigginbotham.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. INSR LTR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP INSD WVD POLICY NUMBER (MM/DD/YYYYL(MM/DD/YYYYL LIMITS 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(An y y one person) $Excluded PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $3,000,000 PRO- X POLICY ECT LOC PRODUCTS-COMP/OP AGG $3,000,000 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ (Ea accident) ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per $ AUTOS ONLY AUTOS ( ) HIRED NON-OWNED PROPERTY DAMAGE _ AUTOS ONLY AUTOS ONLY (Per accident) UMBRELLA LIAR OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ B WORKERS AND EMPLOYERS'L ABT ITY YIN ION 38WECNVV6175 10/17/2021 10/17/2022 X STATUTE ERIH ANYPROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? N NIA (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 5LooCi ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Erie CERTIFICATE OF INSURANCE Insurance' -THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY- I00 Elie Ins PI • Erie.PA 16530 CERTIFICATE HOLDER COPY NAME AND NUMBER OF AGENCY DATE ISSUED 04/25/2022 ROBBINS & ASSOCS INS AGY INC JJ4299 500 N CHURCH ST NAME AND ADDRESS OF CERTIFICATE HOLDER MONROE, NC 28112-4808 704-226—1 300 NAME AND ADDRESS OF NAMED INSURED THOMPSON ENVIRONMENTAL LAGO VISTA LAWNCARE & CONSULTING INC LANDSCAPING SERVICE LLC * PO BOX 541 2602 GOLDMINE RD MIDLAND NC 28107— MONROE NC 28110-8947 This Is to certify that policies,as Indicated by Policy Number below,are In force for the Named Insured at the time that the certificate Is being issued. TYPE or tDEBtkiAt tN�U Y l < Y` UMTTS T tNSURANCE GENERAL LIABILITY _._._ Q26052 1 1 76 02/05/2022 � /2022 02/05/2023 EACH OCCURRENCE S 1000000 COMMERCIAL GENERAL UABIUTY OCCURRENCE FORM FIRE DAMAGE GEN'LAGGREGATE LIMIT APPLIES (Any one premises) S 1000000 PER:PROJECT MED EXP(Any one person) S 5000 PERSONAL at ADV INJURY S 1000000 GENERAL AGGREGATE S 2000000 PRODUCTS-COMP/OP AGG S 2000000 BODILY INJURY S (EACH PERSON) BODILY INJURY 5 (EACH ACCIDENT) PROPERTY DAMAGE S BODILY INJURY AND PROPERTY DAMAGE COMBINED EACH OCCURRENCE AGGREGATE WORKERS COMPENSATION Q893000667 05/30/2022 05/30/2023 STATUTORY AND BODILY ACCIDENT S 100000 EACH ACCIDENT EMPLOYERS LIABILITY INJURY DISEASE S POLICY LIMIT BY DISEASE S 100000 500000 EACH EMPLOYEE DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS 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, IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.It 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). THIS CERTIFICATE IS ISSUED FOR INFORMATION PURPOSES ONLY AND ERIE INSURANCE CONFERS NO RIGHTS ON THE CERTIFICATE HOLDER.IT DOES NOT AFFIRMATIVELY OR NEGATIVELY LIST,AMEND,EXTEND OR OTHERWISE ALTER THE TERMS,EXCLUSIONS AND CONDITIONS OF INSURANCE COVERAGE CONTAINED IN THE POLICY(IES)INDICATED ABOVE.THE TERMS SEE REVERSE SIDE AND CONDMONS OF THE POLICY(IES)GOVERN THE INSURANCE COVERAGE AS APPLIED TO ANY GIVEN SITUATION.LIMITS SHOWN MAY HAVE BEEN REDUCED BY CLAIMS PAID.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER AND CERTIFICATE HOLDER, AUTHORIZED //g, OF-1588 09112 CIF REPRESENTATIVE �....,„ LAGOVIS-01 JROBBINS ,4�RO CERTIFICATE OF LIABILITY INSURANCE DAT/14/2D1YYYY) 7/14/2023 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 NAtNTACT - POEL RobBox 1458bins& ssociates Insurance Agency,Inc. (A/CO°N o,Eat): (704)226-1300 I FAX No):(704)226-1320 Monroe,NC 28111 imss:certs@robbinsandassociates.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Erie Insurance Exchange 26271 INSURED INSURER B: Lago Vista Landscaping INSURERC: Manuel Rocha 2517 Pageland Highway INSURER D: Monroe,NC 28112 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY NUMBER POLICY EFF POLICY EXP LTR INSD,WVD (MM/DD/YYYY1 (MM(DD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE X OCCUR Q26-0521176 2/5/2023 215/2024 DAMA SET(Ea occurrence) $ 1,000,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY L I Ygli LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT (Ea eccidentl _$ ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY _ AUTOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE AUTOS ONLY _ AUTOS ONLY (Per accident $ $ _ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ A WORKERS COMPENSATION X PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETORIPARTNER/EXECUTIVE YIN Q89-3000667 5/30/2023 5/30/2024 E.L.EACH ACCIDENT $ 100,000 FICER/MEMBER EXCLUDED? N/A 100,000 andatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 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 Carolina Septic Systems,PC THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO Box 26072 Charlotte,NC 28269 AUTHORIZED EPRESENTATIVE ( ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD Residential Subsurface Wastewater Treatment and Disposal System Engineered Option Permit for 357 Hopewell Church Road City of Catawba, Catawba County, NC Parcel Tax Identification # 471001155829 June 26, 2023 Prepared for: op sot/sol" e 1HMAO r Eric Souare s A 0 Sweet Mango Builders, LLC 14' / '4+ 1 'qy 301 S McDowell Street �� ; rtli •� Suite 125 Charlotte, NC 28204 12870, qc Prepared by: Carolina Septic Systems, PC Thompson Environmental Consulting, Inc. ♦004% CM0 ♦ ,o '` George Barrier, PE a• � ••F..........5 si®••,t''r Larry Thompson, NCEHS, NCLSS4i= quo �. : 1 l k r •i/1.• ▪.y4.4 ••...... '�',. •„..............07JUN23 357 Hopewell Church Road Details Sweet Mango Builders, LLC has contracted with Carolina Septic Systems, PC (CSS) and Thompson Environmental Consulting, Inc. (TEC) to developed residential on-site wastewater treatment and disposal system design for a 4-bedroom primary residence to be located at 357 Hopewell Church Road, Catawba County, NC (Iredell County Tax Parcel: 471001155829). The primary residence will be served by a community water supply. Based upon a soils investigation performed by TEC it was determined that a sufficient amount of"Suitable" Group IV soils is available on this property for the installation of a Pump-To Prefabricated Permeable Block Panel System (PPBPS) for both the initial system as well as the proposed repair system. CSS and TEC propose a design based upon 480 gallons per day flow at a 0.3 GPD/sq/ft long term acceptance rate(LIAR)for the soils. CSS and TEC would like to request that the following design performed pursuant to 15A NCAC 18a.1971 be approved for permitting under NC General Statute 130A-336.1 (Engineered Option Permit). Location From Catawba, NC take Hudson Chapel Road 3-miles east turning right onto Brown Chapel Road. Then, 1.6-miles south turning left onto Long Island Road then right onto Monbo Road. Then, 0.7-miles and turn left Hopewell Church Road. The site is 0.7-miles on the left. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Design, Installation and Maintenance of the T& J Panel Wastewater Treatment System; Sixth Edition, published by T& J Panel. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 NC Authorized Onsite Wastewater Evaluator No. 10016E SC Professional Soil Classifier No. 111 NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer/Inspector No. 1762/17621 Primary Designer's Credentials NC Professional Engineer No. 19221 GA Professional Engineer No. PE042759 SC Registered Professional Engineer No.19378 VA Professional Engineer No. 0402054100 357 Hopewell Church Road Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A) and non-traffic rated,watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank will 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 tank has had time to properly cure and is free of cracks or other structural deficiencies. B. Pump Tank 1. The pump tank shall be State approved and non-traffic rated, 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. Floats, pump and control circuits,and the control panel shall meet the requirements of Rule .1952(c). Panel and control equipment shall include lightning protection, be protected from unauthorized access, and remain accessible at all times to the system operator. 5. The pump and alarm controls shall be provided with manual circuit disconnects within a watertight, corrosion resistant,Nema 4x rated control panel. The control panel must be securely mounted outside, adjacent to the pump tank riser and at a minimum of 12 inches above finished grade. 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. 6. Float switch tie downs must be made of a corrosion resistant material (per OWPS, all metal in the tanks shall be stainless steel). Floats should be mounted on a separate"float tree" rather than the pump supply line (see pump tank detail). 7. 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. Pipes and Fittings I. All discharge piping,connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly"welded"utilizing the appropriate PVC cement for each application. A 357 Hopewell Church Road 3. The supply line from the pump tank to the pressure manifold shall be 2-inch Schedule 40 PVC (approximate length of supply line is 80 feet). D. Distribution Method—Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to three drainlines. 2. The pressure manifold shall be contained within an adequately sized box/vault that will allow future repair lines to be installed and is designed to allow for drainage of effluent that may accumulate in it during flushing and head pressure adjustments. The box should be placed upon a gravel base. 3. A gate valve shall be provided at the pressure manifold box to allow for final pressure adjustment(2 foot of head pressure as per design). 4. The pressure manifold shall be constructed of SCH 80 PVC. 5. There shall be 4 taps (1/2-inch SCH. 40 PVC -direct thread or saddle). 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. E. Backfill 1. Backfill sand shall be clean, washed, medium sand that is naturally occurring and falls within the gradation of ASTM C-33 specification (used in the ready mix industry and is readily available). F. Drainfield Installation 1. The drainfield and the proposed septic tank location have been marked on-site utilizing metal stemmed flags. Once this area has been approved by the county,the property owner/builder should mark this area and isolate it as much as possible from construction traffic. Prior to the system installation,the septic contractor shall contact the county for a preconstruction conference at which time the drainfield area will be re-verified. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. If the installer has doubts as to whether or not the drain field area is dry enough to begin construction, the environmental health specialist for this area should be contacted for permission to proceed with the installation. 3. The specified system is a Type IV horizontally installed pre-fabricated permeable block panel system — specifically the system manufactured by T&J Panel Wastewater Treatment System, Patent No. 4013559; telephone: 1-800-222-2577. The installer must follow the manufacturer's guidelines for installing the T&J Panel System and should request an installation manual from the manufacturer prior to beginning construction. 4. The initial drain field consists of four (4) 3-foot wide x 67 long drainlines. Total drainline length is 268 feet. 5. It is essential that the lateral trenches be constructed on contour with the land,with each trench being excavated level from beginning to end. The use of a tripod 357 Hopewell Church Road mounted engineer's level is essential to assure that each trench is constructed as level as possible. 6. The maximum trench depth for this system shall be 24 inches. Each trench shall be 3 feet wide and placed on a minimum of 9 foot on centers. 7. Once trenches are dug, the side walls shall be raked, and a light dusting of lime applied. 8. Backfill the trench with 6 inches of sand and level to grade. Once leveled, place 1 x 6 inch boards on top of the sand the entire length of each trench. Once the grade boards have been set, the panels may be set into the trench. The panels should be placed 6 inches apart. 9. Once the panels have been set, line the top portion of each chamber with the T&J supplied sand alternative product(SAP —geotextile fabric). GE Foam Sealer or tar seal rope should be placed in the bottom of the U outs to form seals around the pipe as shown in earlier drawings. 10. Tar seal rope, or approved foam, should be placed in the "U" outs of each end of the panel to form seals. Once the tar rope is in place,the I'/a inch Schedule 40 PVC laterals can be added, and the seal completed by the addition of more tar rope on the top and sides of the pipe. Now that the connection and seals are complete, a block cap is placed on each end of the panel so that all openings are covered. 11. The end of each lateral should be fitted with a short turn up topped by a threaded female coupling with cap. Each turn up must be fitted with a turf/gate valve box with lid fitted flush to finished grade. 12. Once the lateral has been installed and the panels closed, the trench is ready to be backfilled to the top with the sand used in the trench bottom. At this point, the trenches should be left open for the final inspection by the county. G. Proper Operation Check 1. After all components of the wastewater disposal system have been installed and connected,the system shall be checked for proper operation. 2. With the electrical power turned off, fill the pump tank with water until the liquid rises to a level high enough to activate the high water alarm float. Turn on the electrical power. The alarm, alarm light and pump should activate at this time. Turn off the electrical power once these checks have been performed and prepare to set the head pressure at the valve box. H. Pressure Head Adjustment 1. The pressure head must be adjusted to match the design specifications (2-Feet). The pressure head is measured by the height of the liquid coming from the pressure manifold. 2. Prepare a length of pipe (standpipe), cut to the desired head pressure height and fitted with a threaded adapter that will screw into the pressure manifold. Turn on pump and adjust the manifold gate valve within the supply manifold box to achieve the specified head pressure (liquid height in the standpipe should equal the design head pressure). 3. Once the pressure head has been adjusted, allow the pump to run through the remainder of the cycle. The pump float switch will automatically turn the pump 357 Hopewell Church Road off if it is operating properly. Make sure that the effluent pump is completely submerged in the remaining water, adjusting the float switch(es) as needed. This completes the checks for proper operation of the pump, alarm and float switches. 4. At this point,the manifold standpipe may be removed and replaced with a threaded plug. I. Final Landscaping 1. The drainfield shall be shaped to shed rainwater and be free from low spots. 2. The entire area of the drainfield 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. J. Utility Conflicts 1. The builder and property owner must take special care in planning for utilities (water, power, gas, telephone, cable lines, etc.). All utilities shall be kept clear 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. 2. Special care should be taken not to remove soil within the proposed drainfield area. It is recommended that the proposed drainfield area be protected by orange barrier fencing throughout project construction. 3. Water lines must be kept at least ten(10)feet from any portion of the septic system. 4. Irrigation systems should not be placed within 30 feet of the drain field area. Maintenance K. In General 1. The homeowner must maintain the drainfield area through periodic mowing. The drainfield must not be allowed to become overgrown. 2. The septic tank should be pumped every 4 years or when the solids within the septic tank reach an elevation that is equivalent to 25 percent of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If using a garbage disposal, it is recommended that the homeowner has the septic and pump tanks cleaned out annually. 3. When it becomes necessary to clean the effluent filter,the filter should be removed, and the accumulated debris washed back into the septic tank—not onto the lawn. 4. Any damp areas, leakages or malfunctions in the drainfield area should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the septic and pump tanks. 357 Hopewell Church Road Design Specifics Daily Design Flow: 480 GPD—4-bedroom house Septic Tank Size: 1,000 Gallons Pump Tank Size: 1,000 Gallons Pump Requirements: 28.44 GPM at 10.69 Feet TDH Recommended Pump: Liberty FL30 or equiv. Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: PPBPS Distribution Method: Pressure Manifold Number of Taps: 4 (1/2 Inch SCH 40 Taps) Pressure Head: 2 Feet Dosing Volume: 214.40 Gallons Pump Run Time: 7.54 Minutes Number of Drainlines: 4 Drain Lines: 3-ft Wide x 67-ft Long Trench Spacing: 9 feet on center Total Trench Length: 268 Linear Feet Total Number of Panels: 60 Specified Trench Depth: 24 Inches Final Cover Requirement: 6 Inches 357 Hopewell Church Road Repair Specifics (Repair to be designed by a Licensed Professional Engineer at time of repair) Repair System: Horizontal PPBPS Required Drainline Length: 267 Linear Feet Available Drainline Length: 268 Linear Feet Specified Trench Depth: 24 Inches Required Soil Cover: 6 Inches N a (D a 3 N 1 = N tl C OwAl c /a m / S m = o / I' Dpm O 0O T c-t0 o• a rl zo r = 97 F N Z d O / --• FN . rrl a fW _ - `r4r � / m-� g H o i" m c� •` ;° 67' j...... zio wy g f -•--67—cn ? �N / 67' / O P=o I ---6 - —r I y n O -1 / _l I m i mr N o y i %1�___ 67' 1 -, a'' v c a n, $ /� m,/F 67' _ I I N m E. .a' -, -0 1 - r m N J (, 0 re O.•-% S /i RI why I "'� 2n W O OD m m Iq t� G Lam— Ip _ "D to m _ �'' l%II /I'� O 'I fy Z �p ?. 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