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HomeMy WebLinkAboutLSSP-10-2021-159033.tif 92-o Sandst•one Dr (Onoier� • 11 S` ne ja-{-` /°— `�a � 0z - 5 '1 �3� swr.- AtP -07-) 01-3 3q5 � ► ROY COOPER • Governor —t ' 's NC DEPARTMENT OF HEALTH AND MANDY COHEN,MD, MPH • Secretary ' /�: HUMAN SERVICES MARK T.BENTON • Assistant Secretary for Public Health Division of Public Health COMMON FORM FOR LICENSED SOIL SCIENTIST COVID-19 PERMIT OPTION FOR NON-ENGINEERED SYSTEMS See instructions for Use in Appendix A Except for"Date received",this Section to be completed by the LSS in accordance with 5.L.2020-97,Section 3.19 and G.S. 130A-336.2 n LHD USE ONLY: Initial submittal of this NOI received: !D -y'-�.-1 by 1�t'I� Dore lrwtafs RECEIVE PART 1:Notice of Intent to Construct(NOI) ■❑New ❑ Expansion OCT 3 2021 ❑ Repair—LHD Permit Number ❑ Repair—EOP/LSS Permit Number Environmental Health 1. Facility Owner's name:(Owner,Company Name,Utility, Partnership,Individual,etc.): WJH LLC- Century Complete Mailing address: 9325 Center Lake Dr., Suite 160 City: Charlotte State: NC zip: 28216 Telephone number: 833-791-0192 E-mail Address: katie.dyess@centurycommunities.com 2. Licensed Soil Scientist(LSS)name: Larry Thompson LSS License number: 12$7 Mailing address: PO Box 541 City: Midland State: NC zip: 28107 Telephone number: 704-301-4881 E-mail Address: larry@thompsonenv.com 3. Licensed Geologist(LG)(if applicable)name: N/A License Number: Mailing address: City: State: Zip: Telephone number: E-mail Address: 4. Proof of Errors and Omissions or other appropriate liability insurance for the following persons Is attached that Includes the name of the insurer,name of the insured and the effective dates of coverage: ®LSS ❑ LG 5. Property location(physical address,tax parcel identification number or subdivision lot,block number of the property to be permitted): 4920 Sandstone Drive, Conover, NC 28613 (Lot 112 - Millstone) County Name: Catawba 6. Type of facility: IN Place of residence No. Bedrooms: 3 No.Occupants:6 ❑Place of business Basis for flow calculation: ❑Place of public assembly Basis for flow calculation: NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION.5605 Six Forks Road, Raleigh, NC 27609 MAILING ADDRESS.1642 Mail Service Center, Raleigh, NC 27699-1642 www.ncdhhs.gov • TEL:919-707-5854 • FAX:919-845-3972 AN EQUAL OPPORTUNITY/AFFIRMATIVE ACTION EMPLOYER f State of NC LSS Permit'Option COVID-19 LHD Reference: Lsir-/0-Z0 24 -)S %0 3 3 7. Factors that would affect the wastewater load: Proposal is for domestic strength wastewater only. 8. Type,location,and classification(per Rule .1961)of wastewater system: Pump to Accepted System located behind the proposed house site. System Classification Type lib. 9. Design wastewater flow: 360 gpd Design wastewater strength: 0 domestic ❑high strength ❑ industrial process(For industrial process wastewater,a Professional Engineer licensed in accordance with G.S.89C shall design the on-site wastewater system.) 10. A plat as defined in G.S. 130A-334(7a)is attached: ❑Yes 0 No A site plan as defined in G.S. 130A-334(13a)is attached: Q Yes ❑No In accordance with G.S.130A-335(f),an LSS COVID-19 Permit with a plat is valid without expiration and an LSS COVID-19 Permit with a site plan is valid for five years. 11. Owner meets requirements of ownership or control of the system per 1SA NCAC 18A.1938(j): Q Yes ❑ No 12. Easement, right of way or encroachment agreement required per 15A NCAC 18A.1938(j): ❑Yes 0 No If yes,documentation filed in County Register of Deeds in Deed book Page 13. 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 14. 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: Q Yes ❑ No This is a saprolite system. ❑Yes ❑■ No 15. Evaluation(s)of soil conditions and site features in accordance with G.S. 130A-335(al)signed and sealed by a LSS is attached: ❑■ Yes ❑No 16. Evaluation of geologic and hydrogeologic conditions signed and sealed by a LG is attached ❑Yes 0 NA 17. Proposed landscape,site,drainage,or soil modifications are attached: ❑Yes 0 NA Attestation by LSS pursuant to S.L.2020-97,Section 3.19 and G.S. 130A-336.2 Larry Thompson hereby attest that the information required to be included with Licensed Soil Scientist(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal,State,and local laws,regulations,rules and ordinances,and that the proposed system does not require a Professional Engineer, licensed in accordance with G.S.89C,and in accordance with 15A NCAC 1SA.1938 activities determined to be engineering as determined by the North Carolina Board of Examiners for Engi` an- 4rveyors." " ^--_ 10-03-21 Signature of Li a Soil ..ivitist Dote f DHHS/EHS/OSWPB—LSS COVID-19 COMMON FORM Effective September 8,2020 Page 2 of 6 p LT�-e_10-Za2r—ISg033 State of NC LSS Permit O tion COVID-19 LHD Reference: NOTES: LIABILITY: The Department, the Department's authorized agents,or local health departments shall hove no liability for wastewater systems designed,constructed,and installed pursuant to an LSS COVID-19 Permit Option(S.L.2020- 97,Section 3.19(d)and G.S. 130A-336.23 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/OSWPB-LSS CO VID-19 COMMON FORM Effective September 8, 2020 Page 3 of 6 I . , State of NC 155 Permit'Option COVID-19 LHD Reference: L P-10-ZAi(- IS°1033 This section for Locol 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 deportment shall determine whether the notice of intent to construct required pursuant to subsection ib)of this section is complete within five business days after receiving the notice of intent to construct.A determination of completeness means that the notice of intent to construct includes all of the required components. if the local health department determines that the notice of intent to construct is incomplete, the local health department shall notify the owner and list the information needed to complete the notice. The owner may then submit additional information to the local health department to cure the deficiencies in the initial notice. The local health department shall make a final determination as to whether the notice of intent to construct is complete within five business days after the department receives the additional information.If the local health deportment fails to act within any time period set out in this subsection, the owner may treat the failure to act as a determination of completeness. The owner shall be able to apply for the building permit for the project upon the decision of completeness of the notice of intent by the local health department or if the local health department fails to act within the five business day time period." The review for completeness of this Notice of Intent was conducted in accordance with G.S.130A-336.2(c). This NOI is determined to be: INCOMPLETE (if box is checked,information in this section is required.) Based upon review of information submitted in Part 1,the following items are missing: Copies of this form listing missing items were sent to the LSS 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 Nome of Authonzed 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 LSS and the Owner on rll)-)I-2-I via r.'t`'u' r 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 12.0i 1 h.E B r /,/4{rG✓ /iti 0-11-z Print Name of Authorized Agent of the LHD Signature of Authorized Agent of the LHD Dote DH015/EHS/OSWPB-t55 COVID-19 COMMON FORM Effective September 8, 2020 Page 4 of 6 I ' r r I State of NC LSS Permit'Option COVID•19 LHD Reference: LSS - ' 15 Re-submittal of NOI with missing items included This Section is for use by owner to submit items noted as missing during LHD Completeness Review above. Resubmittals must be accompanied by a cover letter from the t5S. LHD USE ONLY: This NOI resubmittal received: by Date 'nitwits Item II from initial NOI Resubmittal description Attestation by LSS pursuant to S.L.2020-97,Section 3.19 hereby attest that the information required to be included with Licensed Soil Scientist(Print Name) this Notice of Intent to Construct is accurate and complete to the best of my knowledge and that the proposed system shall meet applicable federal, State,and local laws, regulations, rules,and ordinances. Signature of Licensed Soil Scientist Date The section below is for local Health Deportment 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- 336.2(c). This NOI is determined to be: ❑ INCOMPLETE Based upon review of information in the RESUBMITTAL above,this Notice of Intent remains INCOMPL1 L because the following items from Part 1 of this form remain missing: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,LISPS,Hand-delivered Print name of authorized Agent of the I HD 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 LSS and the Owner on via Date Email,FAX,LISPS,Hand-delivered A complete copy of this form with tracking information was sent to the State: via Dote Email,FAX USPS,hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date DHHS/EHS/OSWPB—LSS COVID-19 COMMON FORM Effective September 8,2020 Page 5 of 6 State of NC LSS Permit Option COVID-19 LHD Reference: L -'1 10 )01 ' 15 1tD3-.3 PART 3: Authorization to Operate(ATO) Except for date received,the Section below is to be completed by the Owner.LHD USE ONLY: Initial submittal of request for ATO received: gi--5')-72 by x,v Date Initials Date of Post-construction Conference: IC S0 - el The following items are included in this submittal for an Authorization to Operate under an LSS COVID-19 permit: 1. Signed and sealed copy of the LSS's report that includes: a. Signed and sealed evaluation of soil conditions and site features ®Yes ❑ No b. Drawings,specifications,plans ©Yes ❑ No c. Reports on special inspections and final inspection ❑Yes X❑No d. Management Program manual ❑X Yes ❑ No e. On-site Wastewater Contractor's signed statement ®Yes ❑No 2. Fee (as applicable) ®Yes E No 3. Notarized letter documenting Owner's acceptance of the system from the LSS ©Yes ❑No 4. On-site Wastewater Contractor name: Sid Gaskins License number: 1077 Mailing address: 4744 Celia Creek Road City: Lenoir State: NC Zip: 28645 Telephone number: 828-244-9765 E-mail Address: sid@watermanagementnc.net 5. Proof of Errors and Omissions or other appropriate liability insurance for the On-site Wastewater Contractor is attached and includes the name of the insurer,name of the insured,and the effective dates of coverage. X❑Yes ❑ No Attestation by the Owner for Authorization to Operate 1 Century Complete hereby attest that all items indicated above have been provided to the Print name of Owner Catawba County LHD and the system shall meet applicable federal,State, and local laws, regulatigns, rules and ordinances. -41.1.477 Glenn Bird(Aug 24,2022 09:05 EDT) Aug 24, 2022 Signature of Owner Date This section for LHD Use Only. LHD Review of required information for the ATO ❑ INCOMPLETE Based upon review of information submitted by the Owner in the Section above,the following items are missing from the information required for an Authorization to Operate for an LSS COVID-19 permit: Copies of this signed form were sent to the LSS and the Owner on via Date Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signoture of authorized Agent of the LHD Date Er-COMPLETE Based upon review of information submitted by the Owner in the Section above,this Authorization to Operate is hereby issued in accordance with G.S. 130A-336.2(m). A copy of this complete NOI/ATO with tracking information was sent to the State on Jr.j 10.via .UIi1C l 1 II 0hl J /,( / oo4e Email,FAX,USPS Hondde ivered 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/OSWPS-LSS COVID-19 COMMON FORM Effective September 8,2020 Page 6 of 6 LSS COVID-19 Permit Option Tracking information The LHD completes this form for each NOI/ATO submitted to their offices. The LHD updates this information and re- sends it throughout the process as appropriate. The Department will use this data to answer any questions on the implementation of the LSS COVID-19 permitting process. Tracking information for LSS COVID-19 permits(Required) County (4 f Awik LHD Reference Number LSS?— I )b01 — 15g b 33 Permitting backlog as of date of NOI submittal(#days) 3o (1.01 .�/!] Number of days to process the NOI(#days) 5 61 0 f c Number of days to process re-submitted NOI(#days or 1 "NA") N A Facility type 3� Beak . it04.6t Domestic, High Strength or IPWW aamrsfiL Design Daily Flow 3o , Residential or Commercial des.• .,l -4 System type(per Rule.1961) III b Date of Post-construction conference —)0 -2 Z Date Authorization to Operate issued q— Fee charged for LSS COVID-19 \4 70 o5 Is fee sufficient to cover LHD costs? (y'-ec Date LHD notified of LSS COVID-19 malfunction Date LHD notified of Owner complaint DHHS/ENS/OSWP—COVID-19 Appendix A Updated February 2022 Page 4 of 4 Glenn Bird Century Complete 9325 Center Lake Dr., Suite 160 Charlotte, NC 28216 Subject: Septic System Installation Acceptance Lot 112—Millstone 4920 Sandstone Drive Conover, NC 28613 The septic system installed on the above referenced property was specified by Larry Thompson, LSS,and installed by Sid Gaskins. I, Glenn Bird,do hereby accept the septic system installed on Lot 112—Millstone. ✓— r "?(25 ) Zz Glenn Bird(signature) Date NOTARY: State of North Carolinai�' } County of At/J(1t°,+�r ) } I, ifll UL , Notary Public, do hereby certify that &term � r`' d [Name of dividual s)Whose Acknowledgment is Being Taken] personally appeared before me this day and acknowledged the due execution of the foregoing instrument. Witness my hand and official seal this gc day of iNA9 LAS , 20 ge (Official Seal) Dominique Stephens I NOTARY PUBLIC (114:f:1---' al Signature of No ry Mecklenburg County,NC My Commission Expires August 19,20213fYlk h 1 9 Notary's Printed or Typed Name Notary Public My Commission Expires: 9/t 9 � -� August 25,2022 RE: Septic System Installation Lots 112, 118,and 126—Millstone Subdivision The purpose of this letter is to confirm that the septic system installations for Millstone Subdivision— Lots 112, 118,and 126,Conover, North Carolina was installed in general accordance with the proposal submitted to your office by Larry Thompson, LSS. Sincerely, Z• 611 fkilt fi (7P. Sidney L Ga3"kins,Jr. (Aug 26,2022 05:00 EDT) Sid Gaskins Water Management of North Carolina, LLC 4744 Celia Creek Road Lenoir, NC 28645-6706 Whoa oe Figure 1 . Lot 112 Millstone j SITE NOT TO SCALE VICINITY MAP LINETYPE LEGEND CURVE TABLE PS 51 PG 62 -UNES SURVEYED �- —=LINES NOT SURVEYED =ROAD RIGHT OF WAY CURVE BEARING CHORD RADIUS LENGTH • —=SETBACK UNES —=EXISTING EASEMENT Cl S35°59'10"E 26.27 20.00' 28.60' EMORY W.HUFFMAN HATCH LEGEND D8 1977 PG 845 a e� Lines 1 A & PI N R974418424227 '-tdirtrattE•�' 1 B Combined • . ` . SO4°59'34"W 113.11' Liam P5 Pressure I LEGEND B2 O I II B1 - Manifold f1 •o=SPOT ELEVATION L1E1-33' 23=COMPUTED POINT J CH=CABLE NODE L2-67 CT=CULVERT DB=DEED BOOK ram` L3 �, �Z Distances r FY=FRONT YARD SETBACK PB=PLAT BOOK from PG=PAGE - • 14- q� proper* RY=REAR YARD SETBACK Rw=RIGHT OF WAY corner Drip Repair 1 SF=SQUARE FEET ❑_ SRF•SMOOTH ROD FOUND a -2000 sqft P� l 43 > SY=SIDE YARD SETBACK °` j .1.TF=TRANSFORMER QQ a -g TP=TELEPHONE PEDESTAL w 79.u' O O YI=YARD INLET F.. Q.a o \ BERKSHIRE B LH y a Z I y .4 V LOT 113 ' 10t2' 133 —60' supply line 1 I P851PG62 PIN*374414327280 8,3 Ot, Pump Tank ' .,' � , I Septic Tank 1 Unsuitable j Drip Topography A Repair s;F Q Soil Borings , ,'. ' - , - ID Soil Pits -� soil.IRIAHGLE ` TP• IF ` • $RI — a �' . 1'..• +' ,", SRF `Cif ......=. .11 ri; N05°02'04"E 74.90' I OD-o. • SANDSTONE DRIVE SO'PUBUC RW PB 51 PG 62 SCALE 1"=30' DATE(MM/DOIYYYY) A`QR0 CERTIFICATE OF LIABILITY INSURANCE 8/14/2022 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 NAME: Betsy Darst RAC,a Bankers Insurance Company PHONE FAX 128 NC-65 IA1G.No.Exu:336-280-0316 (A/c fool 800-899-0146 E-MAIL Reidsville NC 27320 ADDRESS: bdarst@bankersinsurance.net -_ INSURER(S)AFFORDING COVERAGE NAIL/ License#:6387078 INSURER A: Frankenmuth Mutual Insurance Company _13986 INSURED WATEMAN-Of Water Management of North Carolina, LLC INSURER B: 4744 Celia Creek Rd INSURER C: Lenoir NC 28645-6706 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:880362191 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 ADDL SUER 1 POLICY EFF POLICY EXP LTR TYPE OF INSURANCE IHSD IND POLICY NUMBER (MMIDDlYYYY) (MMIDD/YYYYI - LIMITS A X COMMERCIAL GENERAL LIABILITY 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $1,000,000 CLAIMS-MADE X OCCUR DAMAGE TO RENTED PREMISES(Ea occurrence) $1.000,000 MED EXP(Any one person) $10,000 PERSONAL 8 ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER. GENERAL AGGREGATE $2,000,000 POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $2,000,000_ OTHER $ A AUTOMOBILE LIABILITY 6657469 2/26/2022 2/26/2023 COMBINED SINGLE LIMIT $1,000,000 (Ea accident) X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS x HIRED x NON-OWNED PROPERTY DAMAGE AUTOS ONLY AUTOS ONLY (Per accident) $ A UMBRELLA LIAB OCCUR 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $5,000,000 X EXCESS LIAB CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$f 0 OW $ A WORKERS COMPENSATION 6657468 2/26/2022 2/26/2023 X STATPER OTH- AND EMPLOYERS'LIABILITY Y/N UTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE Y E.L,EACH ACCIDENT $1,000,000 OFrICER/MEMBEREXCLUDED? 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 A LeasediRented Equipment 6657470 2/26/2022 2/26/2023 Max Per Item(ACV) $100,000 Dedutlible $500 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may he attached if more space is required) The Workers Compensation policy contains an Owner/Member exclusion for Sidney Gaskins. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Thompson Environmental Consulting ACCORDANCE WITH THE POLICY PROVISIONS. P.O-Box 541 Midland NC 28107 AUTHORIZED REPRESENTATIVE USA 64-t4,11- Aerizg- ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD ~t A3 . 4 A Ll cn ii• __ ,aM,,„ff,,,, 7A&_ cow °!d _cfNcm1 z, -bp _ r ya"-4o 7,I1IZo% 7.770 tA g ' VA() 7lll174% 6rYo QD 314 k - M — 10,i /Ic k, /aolo I P WA 131N__& C.1/4ji°di • (4Il I t 90` Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for Lot 112 — Millstone 4920 Sandstone Drive Conover, NC 28613 PIN # 3744-1432-7670 September 30, 2021 Prepared for: Glenn Bird Century Complete 9325 Center Lake Dr., Suite 160 Charlotte, NC 28216 1-833-791-0192 Prepared by: Michael G. Wood, , L c '4 LSS if sou sot .�. Thompson Environmental Consulting, Inc. � - PO Box 541 ( � y Midland, NC 28107-0541 . Phone: 704-301-4881 � eiP"' 1219 larry@thompsonenv.com .` Lot 112—Millstone Century Complete has contracted with Thompson Environmental Consulting (TEC) to prepare a septic proposal for a new 3-bedroom single family residence to be located on Lot 118, Millstone, 4920 Sandstone Drive, Conover, North Carolina (Catawba County PIN: 3744-1432-7670). Based upon a soils investigation performed by TEC, it has been determined that a sufficient amount of"Suitable" Group 1V soils is available for the installation of Pump-to Accepted System with a 25%reduction for the initial system at a 0.30 GPD/ft.sq.long term acceptance rate(LTAR).The repair will be a Non-Treated Drip Dispersal System with an LTAR of 0.15. The property is served by a municipal water supply. The enclosed Licensed Soil Scientist Evaluation is being submitted pursuant to and meets the requirements of SL 2020-97 Section 3.19. Century Complete requests that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the following proposal and the enclosed LSS COVED-19 permit option. Location From Conover, take 1' Avenue north. Take a left onto County Home Road for 2.2 miles, then a right onto Lee Cline Road for 2.5 miles. Left onto Houston Mill Road for 0.4 miles, left onto Sone Drive, third left onto Gristmill Drive. Gristmill ends on Sandstone,take a left, lot is immediately on the right. 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, December 6, 2018. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Licensed Soil Scientist No. 1219 SC Professional Soil Classifier No. 114 2 Lot 112—Millstone Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC 18A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank will be fitted with an approved effluent filter and riser for easy access and periodic maintenance. 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, of one-piece construction, watertight, structurally sound and 1,000 gallons 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 always remain accessible 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. 3 Lot 112—Millstone C. Pipes and Fittings 1. All discharge piping,connectors and supply lines should be made of SCH 40 PVC. 2. All joints must be properly "welded" utilizing the appropriate PVC cement for each application. 3. The supply line from septic tank to the pressure manifold shall be 2-inch Schedule 40 PVC (approximate length of supply line is 60 feet). 4. There shall be a threaded PVC union above each pump to facilitate easy removal of the pumps for maintenance or replacement. D. Distribution Method—Pressure Manifold 1. A pressure manifold shall be used to distribute wastewater to five 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 4"SCH 80 PVC. 5. There shall be 4 taps(one 1/2-inch SCH 80,two 1/2-inch SCH. 40 PVC,one 3/4-inch SCH 80 -direct thread or saddle). 6. The connecting pipe between the pressure manifold taps and the drainfield shall be constructed of PVC. E. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags.The property owner/builder should mark this area and isolate it as much as possible from construction traffic. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system the shallow placed innovative wastewater system Infiltrator Quick4 Chamber System or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of four(4) lateral trenches 3-foot wide and 53, 70, 83,and 95 feet long. Total drainline length is 301 feet. 5. The trench depth for this system shall be 16 inches. 6. The laterals are to be installed on contour with the land,keeping the individual trench bottoms level from beginning to end. F. Final Landscaping 1. Final cover over the drainfield shall be at least 6-inches deep. Additional soil cover may be required to achieve the 6-inch requirement. 2. The drainfield shall be shaped to shed rainwater and be free from low spots. 4 Lot 112—Millstone 3. 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. G. Utility/Drive 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. If there are any questions regarding preferred routes, contact the County as soon as possible. 2. Water lines must be kept at least ten(10)feet from any portion of the septic system. 3. Irrigation systems should not be placed in the drain field area. Maintenance H. In General The designed system does not require ongoing maintenance via a person certified (Certified Subsurface System Operator)by the North Carolina Department of Environment and Natural Resources to operate subsurface wastewater systems(Section .1961 Maintenance of Sewage Systems). However,the following maintenance should be considered by the owner. 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%of the volume of the tank. In some situations, the tanks may need to be pumped more frequently. If you are using a garbage disposal, it is recommended that the septic and pump tanks be cleaned out annually. 3. When it becomes necessary to clean the effluent filters,the filters should be removed, and the accumulated debris washed back into the septic or pump tank—not onto the lawn. 4. Any damp areas, leakages or malfunctions in the drainfield should be addressed immediately. 5. Divert gutter downspouts and surface water runoff away from the drainfield and septic and pump tanks. 5 Lot 112—Millstone Initial System Design Specifics Daily Design Flow: 360 GPD—3-bedroom house Effluent Loading Rate: 0.300 GPD per sq. ft. Drainfield Type: Accepted(25%Reduction) I1IB-G Maximum Trench Depth: 16 Inches Supply Size: 2 Inch Supply Line Length: Approximately 60 feet Number of Drainlines: 4 **Drain Lines: 3' Wide x 53' Long 3' Wide x 70' Long 3' Wide x 83' Long 3' Wide x 95' Long **Drainline Spacing: 9 Foot on Centers Total Trench Length: 300 Linear Feet Distribution Method: Pressure Manifold Final Cover Requirement: 6 Inches Pump Requirements: 29.80 GPM at 16.12 ft head Recommended Pump: Goulds Pump WEO3L or equivalent Dose Volume: 147 gallons Pump Run Time: 3.48 minutes Pump Tank Drawdown: 7.3 inches (Assumes 20 gal/in in Septic Tank) ** See drainfield layout for site locations and more details. 6 Lot 112—Millstone Repair System Design Specifics Effluent Loading Rate: 0.15 GPD per sq. ft. Drainfield Type: Non-Treated Drip Dispersal Total Square Footage Required: 2400 Square Feet Total Drainline Length Required: 1,200 Linear Feet Maximum trench depth: 9 inches Final Cover Requirement: 6 Inches h a Figure 1 . Lot 112 Millstone 6 GRiski ilt oie 41 Q SITE z 5, NOT TO SC&.E VICINITY MAP LINETYPE LEGEND CURVETABLE _ P..S—"�2 — _ _ _ =LINES NOTSUSURVEYED —'�- -=LINES NOT SURVEYED --^,4•��� ROAD RIGHT OF WAY CURVE BEARING CHORD RADIUS LENGTH — SETBACK LINES — — — =EXISTING EASEMENT C1 S35°59'10"E 26.22' 20.00' 28.60' HATCH LEGEND EMORY W.HUFFMAN DB 1977 PG 845 BUILDING PIN#3744 I 8424227 CONCP.CTE I SO4°59'34'W 113.1 1' Pressure I LEGEND B2 O Lme i B1 Manifold 1 •=SPOT ELEVATION o=COMPUTED POINT Ljye2 — Z CN=CABLE NODE 1 CT=CULVERT DB=DEED BOOK e.3 :ZI: DistancesFY=FRONT YARD SETBACK PB=PLAT BOOK O f rfrom properly PG=PAGEtiE94IRY.REAR YARD SETBACK corner RW=RIGHT OF WAY Drip Repair I SF=SQUARE FEET • SRF=SMOOTH ROO FOUND o� -2000 sgft � r SY=SIDE YARD SETBACK v TF=TRANSFORMER i - Q a TP=TELEPHONE PEDESTAL w 29.0' r j 1 26 YI= YARD INLET F. co Q. I BERKSHIRE-B-LH ti Q I oe s b `,' LOT 113 It' 6O supply line I P8 51 PG 62 ' 1 PINH37441432776p 8.3' r•,,.' Pump Tank 21.2' ��(. 1 Septic Tank 1 Unsuitable - 1 Topography t Drip Q Soil Borings ` y Repair ipf 1. .. -600 sqR.1 .••c 51GFU iRIP.NGLE TP SRF` — ± _ SRF 0 \s r7 N05°02'04"E 74,90' CIA IC0.0, • SANDSTONE DRIVE 50'PUBLIC RW PB51 PG62 SCALE 1"=30' Three Oaks Engineering r1 Sheet J of 324 Blackwell Street,Suite 1200 L U r /1 L PROPERTY ID#: ??4w-1%3 - I .o Durham,NC 27701 COUNTY: GAMO8 SOILJSITE EVALUATION for ON-SITE WASTEWATER SYSTEM t, (Complete all fields in MI) OWNER: kit ii;`�'. r/J 1—A f 4-(1)0 Ct i5dl 3 APPLICATION DATE ADDRESS: DATE EVALUATED: 1-i-2 PROPOSED FACILITY: e.t!-,- PROPOSED DESIGN FLOW(.1949): 360 PROPERTY SIZE: - 4 . 5 __ _ -- LOCATION OF SITE: y<�2 a SAA1pST-Dt l(, Aid. C'AItJOVe`R AI C 2 6 r3 PROPERTY RECORDED: WATER SUPPLY: ❑Private XPublic ❑Wel1 U Spring ❑Othcr EVALUATION METHOD: �:,Au,.er Boring ❑Pit ❑Cut TYPE OF WASTEWATER: Y Sewage U Industrial Process D Mixed • • ► • • P o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE M SLOPE% (IN.) .1941 .1941 SOIL .1943 •1956 •1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ o- it- sSiet 'iFi S SJ°_i56 L 12- 7_16 5•0 IC & SS /'SP J S6 tl 61 � 28-t(2�- Tr II. f FQ ,�rr1Npi`Ne -- Zf� $ b. 3 • o 2 i 513V At fie SS ;SP 1 se RC +?S 21 -qO4- ( //Jo. NS , op /At 0 2 21 0i 3 l,4) D 2 Z. se v C 10 ff f SP 136 ,pp L5 22 - 3S Jer(d/Fli SS /SP 15( es / 3 1 i 3S-s40 4 SDK' -e,'!-Q Iki s tAi p !N ``i b t 40 r L D - tt/ ea is! Irk J�s /AiP ;NE L �PC S °t f s v st4 5-5 Is? Jr1.�E _ ��/ 4 / 1 2 s8 % -' �l 9 v/s.r: Fa rs lsr / s� o, 7 7S DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(_1946): 1 �`j��•1 a f'.L1✓ �Q Sii- . Available Space(.1945) 3 PS SITE CLASSIFICATION(.1948): t`'/d J 'Or 1 System Type(s) Acc C Pitth DOT-4061 ti EVALUATED BY: 1- WQ a a OTHERS)PRESENT:: _ Site LTAR 0 . 3 0 , 1 S" Updated February 2014 Thompson Environmental Consulting, Inc Tax ID Number: 374414327670 PO Box 541 Location: Lot 112—Millstone Midland,NC 28107-0541 Date: July 13,2021 z .2 L4 _ 4 ' t A QV a o 0 1 ;4,.. 1 .51.. . i; : !,,, I. X .o. , \. .'. .. • , 1 7.0 , i ' 4 x � �., 1 �� .a 1 • Ei .10 v ,. wE za V U 6 i _—_ a E H ,-- 1!tr11 M` c� 31 Ai . • • _ ... x Qaa . x b II---� _ a= 4 w E a o 2 _ rl H -1 0 to c tj A I W • .�q X a rj z 13x x .a M .a» fIn.4. g u Iii 3 Loa a • ,a F. X, o % " 1 -2 a aL) t..% a 2 v N Name: Century Complete P.I.N.#: 374414327670 Address: 4920 Sandstone Drive Subdiv: Millstone Lot#: 112 #of BDR: 3 Daily Flow: 360 gal/day L.T.A.R.: 0.30 gallday/sq.ft Septic Tank: 1000 gals Pump Tank: 1000 gals Sq. Foot: 903 Stone Depth: Number of Taps: 4 Length of Trenches: 301 ft(See Tap Chart for Details) Depth of Trenches: 16 in Manifold Length: 42 in Manifold Diameter: 4in sch 80pvc Manifold Tap Configuration: 6 in spacing 1 side(s)of manifold Supply Line: length: 50 ft Diameter: 2 in sch 40pvc Friction Loss+ Fitting Loss: 2.47 ft(supply line length +70'for fittings in pump tank) Design Head: 2 ft Elevation Head: 11.65 ft Total Head: 16.12 ft Pump to Deliver: 29.80 gals/min at 16.12 ft head Dosing Volume: 147 gals, Drawdown: 147 gals divided by 20 gals/in = 7_3 inches TAP CHART Bench Mark 2.2 is=100.00 set at Design Head: 2 Pump tank elev. 0 93.00 Pump elev. 88.00 Manifold elev. 99.65 line color rod read Elevation length hole size flow/tap gal/day trench area LINE LIAR 1 White 3.55 98.65 53 1/2in SCH 80 5.48 66.20 159 0.416 2 Yellow 4.85 97.35 70 1/2in SCH 40 7.11 85.89 210 0.409 3 Red 6.15 96.05 63 1/2in SCH 40 7.11 85.89 249 0.345 4 Blue 7.50 94.70 95 3/4in SCH 80 10.1 122.01 285 0.428 total feet - 301 gallmin= 29.6 LTAR= 0.40 %of Dose Vol. 75 Des.Flow 360 (star+5%) 0.42 Dose Volume 147 Pump Run= 12.08 (liar W/INOV) 0.53 Dose Pump Time 4.92 Tank GalIN 20 (ltar+56/°) 0.56 Drawdown in Inches 7.3 Elev.Head 11.65 Supply Line Length 150 Comments: Hydraulic Profile M GOULDS PUMPS Submersible ;I' Effluent Pump ' y MODEL 3885 vel........,.... WE S eriNEI es PROSURANCE AVAILABLE FOR RESIDENTIAL APPLICATIONS. APPLICATIONS •Shaft:Corrosion-resistant, Single phase(60 Hz): can be operated continuously stainless steel. Threaded •Capacitor start motors fix without damage when fully Specifically designed for the design. Locknut on all models maximum starting torque. submerged. following uses: to guard against component •Built-in overload with •Bearings:Upper and ••Formess damage on accidental reverse automatic reset. lower hevy duty ball bearing rotation. •SJTOW or STOW severe duty construction. •Trailer courts ■Fasteners: 300 series oil and water resistant power •Motels •Power Cable:Severe duty stainless steel. cords. •Schools •'/3 and'h HP models have rated,oil and water resistant. •Hospitals •Capable of running dry Epoxy seal on motor end •Industry without damage to NEMA three prong provides secondary moisture •Effluent systems components. grounding plugs. •3/4 HP and larger units have barrier in case of outer jacket •Designed for continuous bare lead cord ends. damage and to prevent oil operation when fullywicking. Standard cord is 20'. SPECIFICATIONS submerged. Three phase(60 Hz): wicking. lengths are available. Pump •Class 10 overload protection • ■0-ring:Assures positive •Solids handlingcapabilities: MOTORS must be provided in sealing against contaminants all'maximum, separately ordered starter •Discharge size:2"NPT. ■Fully submerged in high- unit. and oil leakage. •Capacities:up to 140 GPM. grade turbine oil for lubrication •STOW power cords all have AGENCY LISTINGS •Total heads:up to 128 Feet and efficient heat transfer. bare lead cord ends. Tested toll_77eand TDH. ■Class B insulation on •Designed for Continuous CSA 22.2 10e Stand ds •Temperature: /3 1'/z HP models. Operation:Pump ratings are cam"Standards Association 104i F(40.0continuous ■Class F insulation on 2 HP within the motor manufacturers CS File LR38549 1 401 F(60i C)intermittent. models. recommended working limits, Goulds Pumps is ISO cool raegislered. •See order numbers on reverse side for specific HP, METERS FEET voltage,phase and RPM's 40- 130. .- - , E available. IES:WE WE1S - — —— _ — .__— _ _- SIZE:'/SOLIDS 120�-- I/���� RPM:35- I♦I♦� �l0 I 17 0 3500& 110` FEATURES ,wE2i _\=I•E� N� SGRA — -- 30- 100 i---- ' ! SFr •Impeller:Cast iron,semi- 90 inrErSff IN' kkii. miimm _ ___ - open, non-clog with pump-out W 25- 80. �i vanes for mechanical seal ��011 '41111 protection.Balanced for 70' OH MI -. �� — smooth operation.Silicon Z 60, - bronze impeller available as 'wEo5` • • �J - - __-- - a 15 50' E05H an option. o �i — ■Casing:Cast iron volute type 10 30 M �la for maximum efficiency. ....„,i�e �`_; • --- 2"NPT discharge. 5 20 '' �M ---- • ■■ ■Mechanical Seal:SILICON 10 ----/-- . ` CARBIDE VS.SILICON 0- 00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM CARBIDE sealing faces. I i i i i 1111 Stainless steel metal parts, 0 5 10 15 20 25 30 35 m3/hr BUNA-N elastomers. CAPACITY Goulds Pumps ®2ctiv Gumps ITT Industries EffectiveJuly,200 2003 www.goulds.com 83885 n GOULDS PUMPS Submersible COMPONENTS Effluent Pump - Item No. Description MODEL 3885 1 Impeller Aim 2 Casing 3 Mechanical Seal 5 ll \J\f[ Ser ies 4 Motor Shaft 5 Motor a 6 Ball Bearings 8 3 7 Power Cable '1 8 Casing 0-Ring -A lam • _ t mill 2--I• MODELS PERFORMANCE RATINGS (gallons per minute) Order No. HP Volts Phase Max.Amp.I RPM Solids i Wt.(Ihs.) Order WE0311L 115 10.7 No. WE031 WEO3M WEOSH WE07H WE1OH WE75H YVE05HH WE158H WE2OH WE0318L 208 6.8 HP 'h Y3 Yr 3/4 1 11/2 'h 1 Y: 2 WE0312L 230 4.9 RPM 1750 1750 3500 3500 3500 3500 3500 3500 3500 WE0311 M 1/3 115 10.7 1750 56 5 86 - - - - - - - - WE0318M 208 1 6.8 10 70 " 63 78 - - - . 58 - - WE0312M 230 4.9 15 52 50 70 90 - - 53 - - WE0511H 115 14.5 20 27 r 35 60 83 98 123 49 90 136 WE0518H 208 8.1 1 25 - - 48 76 94 117 45 87 133 WE0512H 230 7.3 4 30 - - 35 67 88 110 40 83 130 WE0538H 200 4.9 35 - - 20 57 82 103 35 80 126 WE0532H 230 3.3 0 40 - - - 45 74 95 30 77 121 WE0534H 460 3 1.7 m 45 - - - 35 64 86 25 74 116 WE0537H 575 1.4 a 50 - - - 25 53 77 - 70 110 WE0511 HH /1 115 14.5 60 i 55 - - - - 40 67 - 66 103 WE0518HH 208 1 8.1 , 60 - , - - - 30 56 - 63 96 WE0512HH 230 7.3 2 65 - - - - 20 , 45 - 58 89 WE0538HH 200 4.9 70 - - - - - 35 - 55 81 WE053211H 230 3.6 75 - - - - - 25 - 51 74 WE0534HH 460 3 1.8 80 - - - - - - - 47 66 WE0537HH 575 1.5 90 - _ - - - - - - 37 49 WE0718H 208 11.0 1 100 - - - - - - - 28 30 WE0712H 230 1 10.0 WE0738H 200 6.2 WE0732H 1/4230 5.4 DIMENSIONS WE0734H 460 3 2.7 '/," (All dimensions are in inches.Do not use for construction purposes.) WE0737H 575 2.2 70 WE1018H 208 1 14.0 A ` WE1012H 230 12.5 3500 WE7038H 1 200 8.1 i%I4-11'h" I•- J � WE1032H 230 7.0 WE1034H 460 3 3.5 RO AT ON 51/4 WE1037H 575 2.8 WE1518H 208 17.5 " � 16' WE1512H 230 1 15.7 In rip 2"NPT WE1538H 200 10.6 8 h �`�J ��. WE1532H 230 3 9.2 I _� WE1534H 460 4.6 colas;► ��-- , 3'/." WE1537H 1/� 575 3.7 80 KICK-BACK ') �I/y '� WE1518HH 208 17.5 WE1512HH 230 1 15.7 WE1538HH 200 10.6 WE1532HH 230 9.2 WE1534HH 460 3 4.6 WE1537HH 575 3.7 WE2012H 230 1 18.0 WE2038H 200 12.0 WE2032H 2 230 11.6 83 WE2034H 460 3 5.8 WE2037H 575 4.7 Goulds Pumps and the ITTEngineered Blocks Symbol arc Goulds Pumps registered trademarks and tradenames of ITT Industries. PRINTED IN U.S.A. SPECIFICATIONS ARE SUBJECT TO CHANGE WITHOUT NOTICE. ITT Industries Thompson Environmental Consulting, Inc. Tax 1D Number; 374414327670 PO Box 541 Location: Lot 112-Millstone Midland,NC 28107-0541 Date: July 13,2021 Recommended Pressure Manifold Design (Number of Taps May Vary) lap-direct tiuesd o r s eddk Cleanest (If tapped with male adopt or.t rile Pressor head died flush with Inside writ Reducer 1 J ,rtuiu. sane euljusirreemi gate valve 1I Q. Ili'. I I2',mni,-I c -.� 4_ 1- e —e e t — Iffhret supply lira oft ltl 1 I:1 lel _�C_ I I - ' I I ' I 1 2 e 1, 11 .m binged vsssk dodo) Manifold yank)" 113 B B B Macramewilt 1 1 1 1 1 1 1 1 3^+appb tines (Observance port pee with e:Aesufmn co draWiretr ,at cute.l.O4s slept; 5hroaplt to grade:oath rertafab1 rap) IN IN 01ck4 STANDARD CHAMBER 52"— Quick4 Standard Chamber - 48" - — (EFFECTIVE LENGTH) n 1 • 12" á1iiá1iUhI , \ i A Ell IN IN IN 1112w,m . 34" - - SIDE VIEW SECTION VIEW MultiPort End Cap r�). , 16 12" i ll - -- 34„ SIDE VIEW TOP VIEW FRONT VIEW 0uick4 Standard Chamber Nominal Specifications MulliPort End Cap Nominal Specifications Size(WxLxH) 34"x52"x12" Size (WxLxH) 34"x16'x12' Effective Length 48" Invert Height 8"or 1.25' Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARRANTY la)-no smaaaa rvogrmy of each dernhrr.end plate wedge and,rr!:. .,. _ -.I:. ll•rata 1"Units.).When Instated and operated in a lip Pial of an arv:a Septa:system r accordance web bhkro or it a-: . e :.o I,.t re.original purchaser('1-krk�")again.,def ective fective m atnenUn and workmanship fa la one year fromtin:flee toot the septic moral m Issued for the septic system containing the Ones.provided.however that i'a saane!lame a nod required by applicable law.the warranty paned will begin upon the date the nslallanon al the saptr system r:areene.e; To'.0'the its warranty tip a ins.rotor muss:supply re Infierlace e 1 wave at its Cremate Heal by Fl,araxs n()Id ooSaybrook.this I/ ail mein Ileac Its) I N FI LTRATa R drays n'the Nagai Ifeeer:t Irdr!ne:o wi sapply replacement Urr',s f(r Liras deterrrr"ad by hritrata to be covarcd oy this I rniM Wamelny n tauecx's hearty syp_Ylcaly excaaes t-e cost m rem<rvai and-or unuialum of N.Uns tot THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH fat ARE CXCI.iiSAT RI THERM ARE NO CITY WARRANTIES W 111CSPECT .J TO THE i1NfTS INCI,10IN0 NO OMPUCD WAPR oTIES OF MERCHANTABIllrY OR FITNESS FOR A PAPTICUt AR PURPOSE SYSTEMS I N C re)This iimltetl Wainer),shod ha owl I any part of tine charrlber system w Imam faenurred by:rya ve other Tian Inhereta.The(Wield Warranty cloys not a oared to Incidental consequential.special or mama damages kdlhator dial ranl to liable to penalties a kquidala d darnageri.coaling loss of Environmental Onsite Wastewater Solution?" pn.kl irem and poops.Labor and metokats,overhead...tut or otter kl,cva.ex'Naar,ee:urral by the tradr or any tad party Specifically excluded from I.mlod Warranty coverage are damage to:he Units due to ordinary wear and at..alteration accident,mrusa,abuse or ngyoct a) the Units,lee Wits bang subjected to vehicle traffic Of other conaatOns wtit:1,and txx parmatetl by the nsraMtion a-Writ-dam la&tire Io Irrxirium Inn 6 Business Park Road• P.O. Box 768 rnnonuln ground covers set fora)in the rnstalation nettn,ctxxt,the placement of Improper materials into the sYsltxn containing the Units:failure of the Ores Of ttee sapik:Natal,the to mpproper swing orimproper sizing.axcrrwye water I1aag11.improper grease drixx"ri,at tnpcyer nperetxtn.a Old Saybrook, CT 06475 any other event not caused by Initiator.This Limited Warranty dial hue void it Me I told,lags to comply with all of lot 1errrw eel forth in this limited Wamenry. 860-577-7000 •FAX 860-577-7001 Flrthre.in no avant shall Infiltrator be responsible fa any kiss or dismay to the Hader the Uots.or any shed party resulting from nstallation or slip 800-221-4436 mart,or iron any txanaa liability ruins nl Holder or any third party. For NVs Lhkted W+aewnty Si apply.the Unas must oe notallod in al:eadanaa With all site col,dtluns roppend by state and local codes.all ova apdnel,tee laws and veer at")i s installation nstmctnas. Inn No representative a infiltrator has the euthorrty to change or errand the,I maid%imep ly No womanly applac to any party char Mao the angi- n al Holder The above npe.nnnn the Standard Unread Warranty Oared by aerator A lirdrtl amber el slabs and exxntiue he,a!<await warranty"afire. m enls. Any purchaser or Urns should contact nfilrakr's Corporate Yloodo alern in Old Saybrook.Connecticut.pee to late portase to obtain a spy df the applicable warmly.and shaA1 caretly reed that warranty poor to to perrhase or Urns U.S.Patents:4.759.661:5.017,041,5,156,488;5,336,017;5,401,1 16;5,401,459;5.511,903:5.716.163:5.588.778:5.839,844 ,I, Canadian Patents:1,329,959;2,004,564 Other patents pending. 00 Infiltrator,Equalizer and Sidewinder are registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark in France.Infiltrator Systems Inc. Is a registered trademark in Mexico.Contour,Contour Swivel Connection,MlcroLeachiny,PolyTutt,SnapLock,ChamberSpacer,PosiLock,OuickCut,OuickPlay RECYCLED PAPER and Outck4 are trademarks of Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed In U.SA. 0011203I IP•O