Loading...
HomeMy WebLinkAboutLSSP-10-2021-159410.TIF , Rte o1-)-0z(-3g355 State of NC LSS Permit Option COVID-19 LHD Reference: l'2 'J P—i 2,o2-(_J c `t/0 PART 3: Authorization to Operate(ATO) S }Z J +0'L- t2 / L 1 f (7 q fi Except for date received,the Section below is to be completed by the Owner. t t1 Stony LHD USE ONLY: Initial submittal of request for ATO received: 7-7.I - 1L— by Y2-P Dote Initials Date of Post-construction Conference: NA 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 X❑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 ❑ No 3. Notarized letter documenting Owner's acceptance of the system from the LSS X❑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 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, regulations rules and ordinances. ���.Glenn Bird(Sep 14,2022 08:56 EDT) Sep '14 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 L55 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 D<OMPLETE 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 I j19j23 via I-- nta,t o to Email,FAX,USPS,Hand-delivered Print name of authorized Agent of the LHD Signature of authorized Agent of the LHD Date ISSUANCE OF CERTIFICATE OF OCCUPANCY: Once the LHD determines completeness based upon the ATO submission,the owner may apply to the local permitting agency for permanent electrical service to a residence,place of business or place of public assembly pursuant to G.S.130A-339. DHHS/ENS/OSWPB—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 Corfawba LHD Reference Number LSSP, tp-a01I- 5C1q10 Permitting backlog as of date of NOI submittal(#days) 30 days Number of days to process the NOI(#days) dp�•/s Number of days to process re-submitted NOI(#days or 1 d ! S „NA' '1 i Facility type 4 Bedroom 140056 Domestic,High Strength or IPWW DOAt4i L Design Daily Flow L/ Q pd Residential or Commercial PSI atnila,, System type(per Rule.1961) ]3 G Date of Post-construction conference N Date Authorization to Operate issued q-2_I Fee charged for LSS COVID-19 yes ,9 1 3S,00 Is fee sufficient to cover LHD costs? ICS Date LHD notified of LSS COVID-19 malfunction Date LHD notified of Owner complaint DHHS/ENS/OSWP-COV1D-19 Appendix A Updated February 2022 Page 4 of 4 September 14, 2022 RE: Septic System Installation Lots 10, 90, and 129—Millstone Subdivision The purpose of this letter is to confirm that the septic system installations for Millstone Subdivision— Lots 10, 90, and 129, Conover, North Carolina was installed in general accordance with the proposal submitted to your office by Larry Thompson, LSS. Sincerely, Sar I 6afkilir Sidney L.G skins,Jr. (Sep 15,2022 05:18 EDT) Sid Gaskins Water Management of North Carolina, LLC 4744 Celia Creek Road Lenoir, NC 28645-6706 • ACCIPRD® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDOIYYYY) 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 RIC,a Bankers Insurance Company PHONE FAX 128 NC-65 (A/c.No.ExU:336-280-0316 IA1C,No):800-899-0146 Reidsville NC 27320 ADDRESS: bdarst@bankersinsurance.net INSURER(S)AFFORDING COVERAGE NAIC# License#:6387078 INSURER A: Frankenmuth Mutual Insurance Company 13986 --- _ P Y INSURED WATEMAN-01 INSURER B Water Management of North Carolina, LLC 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 TYPE OF INSURANCE ADDL SUER! POLICY NUMBER POLICY EFF POLICY EXP LTR INSD WVD (MM/DD/YYYY) (MMIDD/YYYY) LIMITS A X COMMERCIAL GENERAL LIABILITY 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE S 1,000,000 DAMAGE TO ED CLAIMS-MADE X OCCUR PREMISES(EaEoccurrence)c S 1,000,000 MED EXP(Any one person) $10,000 PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $2,000,000 PRO POLICY X JECT LOC PRODUCTS-COMP/OP AGG $2,000,000 OTHER: $ ._------- A AUTOMOBILE LIABILITY 6657469 2/26/2022 2/26/2023 COMBaccideINEDn0SINGLE LIMIT $1,000,000 (Ea X ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED xy 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 RETENTIONS 1itnnn $ A !WORKERS COMPENSATION 6657468 2/26/2022 2/26/2023 X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBEREXCLUDED? N/A (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 Leased/Rented Equipment 6657470 2/26/2022 2/26/2023 Max Per Item(ACV) $100,000 Deductible $500 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,may be 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 r4) pp ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Glen Bird Century Complete 9325 Center Lake Dr., Suite 160 Charlotte, NC 28216 Subject: Septic System Installation Acceptance Millstone—Lots 10,90, and 129 Conover, NC 28613 The septic system installed on my referenced property was specified by Larry Thompson, LSS, and installed by Sid Gaskins(Water Management of North Carolina, LLC). I, Glenn Bird, do hereby accept the septic system installed on my property. Glenn Bird (signature) Date ,NORTH( I ROLI,V.I NOTARY A('10'0117.EDG.11ENT T71li.tiTf7 OF,VOR771('.IROLLVA ('O('.1'TI. I, ob - r„At.o , ,Votary Public. do hereby certify that Gkr1Cl__hi aC. (name ofindividual(s) whose acknowledgment is being taken) personally appeared he/ore me this day and acknowledged the due execution of the farregoing instrument. li'itness my hand and offIc•ial.seal this Zip day offrF)., 20z.. nary Pub . i,L•natur Print jaCu b A S,vw 11t commission expires: 03)3o f Z0t 1 Jacob A. Simko NOTARY PUBLIC (Official Seal) was Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for Lot 129 — Millstone 4832 Stone Drive Conover, NC 28613 PIN # 3744-1822-7088 September 29, 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, LSS sv°SOIL se/ LL it, Thompson Environmental Consulting, Inc. �; n JG �' o�s� PO Box 541 'WuX + ` �, Midland, NC 28107-0541 Phone: 704-301-4881 4%.N 1219 Larry@thompsonenv.corn Lot 129—Millstone Century Complete has contracted with Thompson Environmental Consulting (TEC) to prepare Session Law 2018-114 Section 11 (c) septic proposal for a new 4-bedroom single family residence to be located on Lot 129, Millstone, 4832 Stone Drive, Conover, North Carolina(Catawba County PIN: 3744-1822-7088). Based upon a soils investigation performed by TEC, it has been determined that a sufficient amount of"Suitable" Group IV soils is available for the installation of Gravity 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 Horizontal Prefabricated Permeable Block Panel System (H-PPBPS) with a 50% reduction at a 0.30 GPD/ft. sq. LTAR. 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 COVID-19 permit option. Location From Conover, take 1st 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. Lot will be on left in approximately 0.4 mile. 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 129—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. 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 distribution box (D-Box) shall be 2-inch Schedule 40 PVC (approximate length of supply line is 37 feet). 4. There shall be a threaded PVC union above each pump to facilitate easy removal of the pumps for maintenance or replacement. C. Distribution Method— Distribution Box (D-Box) I. The drainlines will be fed via a distribution box. Distribution box shall be water tested and level at the time of the final inspection. D. Drainfield Installation 1. The drainfield has been previously laid out on-site utilizing metal stemmed flags. The property owner/builder should mark this area and isolate it as much as possible from construction traffic. 2. Under no circumstances shall any construction take place within the drainfield area while the soil is in a wet condition. 3. The specified system 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 five(5) lateral trenches 3-foot wide and 80 feet long. Total drainline length is 400 feet. 5. The trench depth for this system shall be 17 inches. 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 3 Lot 129—Millstone Initial&Repair Systems-Millstone Lot 129 Field LineI Color Initial/Repair Field Length System Length Setup#1 Setup#2 Setup113 Setup#4 I Relative Elevation 1 White Initial 80 80 6 100.0 2 Red Initial 80 80 8.95 4.7 97.1 3 Yellow Initial 80 80 7.9 93.9 4 Blue Initial 80 80 10.5 91.3 5 White Initial 80 80 12.95 4.6 88.8 6 Red Repair 80 67 7.2 86.2 7 Yellow Repair 80 67 10.3 83.1 8 Blue Repair 80 67 13.25 3.85 80.2 9 White Repair 80 67 6.4 77.6 E. Final Landscaping 1. Final cover over the drainfield shall be at least 6-inches deep. Additional soil cover may be required to achieve the 6-inch requirement. 2. The drainfield will require soil stabilization matting 3. The drainfield shall be shaped to shed rainwater and be free from low spots. 4. 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. F. 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 G. 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 4 Lot 129—Millstone 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 129—Millstone Initial System Design Specifics Daily Design Flow: 480 GPD—4 bedroom house Effluent Loading Rate: 0.300 GPD per sq. ft. Drainfield Type: Accepted (25 %Reduction) Maximum Trench Depth: 17 Inches Supply Size: 3 Inch Supply Line Length: Approximately 40 feet Number of Drainlines: 5 **Drain Lines: (5)3' Wide x 80' Long **Drainline Spacing: 9 Foot on Centers Total Trench Length: 400 Linear Feet Distribution Method: D-box Final Cover Requirement: 6 Inches ** See drainfield layout for site locations and more details. Repair System Design Specifics Effluent Loading Rate: 0.300 GPD per sq. ft. Drainfield Type: H-PPBPS (50%Reduction) Installation Trench Depth: 17 Inches Number of Drainlines: 4 **Drain Lines: (4) 3' Wide x 67' Long **Drainline Spacing: 9 Foot on Centers Total Trench Length: 268 Linear Feet ** See drainfield layout for site locations and more details. 6 i 1 ' Figure 1 . Lot 129 Millstone f IENT F.ALISON.ET AL f DS 2101 PG 1142 LINE TABLE f/ PIN*374418:121108 • i LINE BEARING LENGTH / _ L I 57728'24"W 5.77' f �1'T - ,�� 1 1 _ L2 N55°1539w 24.21' f ab f T L3 NO0138'43'E 16_76' `J o U1 lv 3 • �j =", O LEGEND Ne ♦=SPOT aEVAIION o o=COMPUTED POINT 3 DB=DEED BOOK cD FY=FRONT YARD SEBACK Z 1 PB=PLAT BOOK I Il t B 1 V REEF= Ir REAR FOUND aS - 2 L 8 671 (a 1� RY=REAR YARD SETBACK L , "� RW RIGHT OF WAV bS C667? . ?b '' SF=SQUARE FEET SY=SIDE YARD SETBACK $ �S 80, )of TF=TRANSFORMER f - ,P=TELEPHONE PEDESTAL L'4 80' 1{I WM-WATER METER b I 1 Initial Drainlines Si, • L280, B3 QED Repair Drainlines 0 Soil Borings 801 {£I C HATCH LEGEND 801 9 ill LOT 130 BLrtclr *13 1 PB 56 PG 136 FIN 4137441B229052 •- .-, LOT MS i)-B81t: t'I , - PB 56 PG 136 PIN►3744I8227105 Jamie I 373 E ESSEX-B-RH y N. I IT 97Z �' UNETYPE LEGEND I S .1;�0 — • / ��=LINES SUtVEIID • _-' J --——-=LMiSNOTSURVEYED ffiFY _ W ---._.—«=ROAD RIGHT OF WAY 'B'�'°' Ili —-SETBACK UNPS . O•' n ti 9ywD7.., r U wµ0 pwM N45°1 T 15'W 100 00'-:• 4 + ., ++ xr IT STONE DRIVE 47.5'PUBLIC RW PB 56 PG 136 SCALE 1„=40' 0 20 40 eo PLOT PLAN GENERAL NOTES: 4832 STONE DRIVE I. AREA DETERMINED BY COORDINATE METHOD.ALL DISTANCES ARE GROUND DISTANCES. LOT 129-MILLSTONEPLAT BOOK SUB36.B\ I PAGEON-PHASE FIVE 2 SUBJECT PROPERTY DESCRP110N RECORDED IN DEED BOOK 2101 PAGE 1442 27 SQUARE PET 3. MSSIIRVFY WAS COMPI FTFT]WRt OI IT THE RFP'FFIT OF A TM REPORT AND MAY RF SIN!IFCT TO PLOT me tn<•ti. • T ompson Environmental Consulting,Inc. Sheet of l Box 541 L o r ( 2 Q PROPERTY ID#: 3 �� 19 Z Z7()gj g Midland,NC 28107 cowry: C A 1-4 IA)B✓- SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: ‹ArtIc12. jc-, t br%rei ( i Soi.S --- — . ADDRESS: L DATE EVALUATED: 7-2-21 ___ PROPOSED FACILITY: A C. _PROPOSED DESIGN FLOW(.1949):_If PROPERTY SIZE: 0, L7 2. LOCATION OF SITE: 442,3 2 >tp t,i& DR-,(OM 01/ai, lt�1. Z$12 13 PROPERTY RECORDED: ^WATER SUPPLY: ❑ Al Private Public [i Well ❑Spring ('Other EVALUATION METHOD:l 4)Au�cr Boring LI Pit LI Cut TYPE OF WASTEWATER: L]Sewage I.]Industrial Process O Mixed • • • • e o SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 B LANDSCAPE HORIZON _ POSITION/ DEPTH 1942 PROFILE rE SLOPE% ON-) .1941 .1941 SOIL, .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ t9—L t js.Q 1Vfrt. NC.Al f, /OE � f -LID 4.- sBl� Ic ) Fr 55,�>4� S�. i.sYRs^(z S 1 2g 3Gtl — o , 3 36`' (Ise 6 - 21 5.6 /sc/fJ ss sr ,e- / 3a r Ar 3 9 — q 4 BPS 2 �'I6) zg � 3 0 - -+ 2e./sL 1 vA u s .n1P, Af' �S L S 3- - Lf 2+- siil� sr it;� ' �s .0. sF 7 "1 3 /l o L( 0 , 5 4 t DESCRIPTION INITIAL.SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): Fp 50�[S Available Space(.1445) �J Ps SITE CLASSIFICATION(_1948): �IQO\(. Vu r. f •1 .G w EVALUATED BY: NJ • W 0 0. _ ^.. System Type(s) Acce PW f`�.'C59g1' OTHER(S)PRESENT: — 1 ? i wkr Site LTAR O r a O , 3 I�OW Isra COMMENTS: Updated February 2014 Quick4 STANDARD CHAMBER 52" Quick4 Standard Chamber 48" -� (EFFECTIVE LENGTH) e tiiiittiiiiiiiUiiüiiii 34" SIDE VIEW SECTION VIEW MultiPort End Cap 11, all, ��---.. • 34" SIDE VIEW TOP VIEW FRONT VIEW Quick4 Standard Chamber Nominal Specifications MultiPort End Cap Nominal Specifications Size(WxLxH) 34"x52"x12" Size(WxLxH) 34'x16'x12" Effective Length 48" Invert Height 8"or 1.25" Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARRANTY (a)The structural irtegrey of each Warner,end plate,wedge and other accessory manufactured by Infiltrator("Units').when lnstaled and operated in a Iearhtield of an ensile septic system.t accordance with Inf ltrator's instructions,is wananted to the onghel perchaser rHolierl aganet detact,oe materials and workmanship for one year from the dale that the septic permit o iswled fa the septic system containing the units;provided,however. that it a septic permit is not required by amicable law,the warranty period wit begin upon the date that nstalation of the septic system commences. To of he all warrantyd&err arights.Infiltrator Holderazorroust ply re er m witting alasdetermined Corporate Headquarters in Old overrode,Connecticut warn fifteent (15) N F I LT�TO R days of the alleged defect.nfiltraio will supply replacement Units liar LMlts tleterWned by Infllrato to be covered by this Limited Warranty. nfiltrator's lability specifically excludes the cost of removal and/or Installation of the Units. (b)THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSME.THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS,INCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. 'c)This Limited Warranty shall be void it any part of the chamber system is manufactured by anyone other than Infiltrator.The Limited Warranty does not extend to Incidental,consequential,special or indirect damages.!niYtrator shall trot be fable for penalties or liquidated damages.indudeg loss of Environmental Onsite Wastewater Solutions" Production and profits,labor and materials.overhead nod%,or other losses or expenses insered by the Heider on any third party.Specltcaly excsded from Lkneed Warranty coverage are damage to the Units One to ordinary wear and tear,alteration,accident,misuse,abuse or neglect of the Lints the Units being stbiscted to vehicle traffic or other conditions%Oicm are not panmitted by the nualation instructions;talure to maintan the 6 Business Park Road•P.O.Box 768 n:n enren gnand coats set form in the installation instructions;the placement of improper materials into the system containing the units:failure a Old Saybrook,CT 06475 the tintsimproper or the septic system due to proper stagor impropera oper sizing,excessnre water usage,improper grease di orsposal, it-proper operation;operation; any other Warranty.event not caused by Imitator This Limped Wane*shag be void if the Holder fats to comply we al of the teens set forth onthis Limited 860-577-7000• FAX 860-577-7001 Further,In no event shall Infiltrator be responsible fee any loss or damage to the Holder,the Units,or any third party resulting from installation or ship- A memeet,or frodarnsany product liability darns of Holder or any third party. For Lim this tted Warranty to apply,the Unto must be installed in accordance V Q�'221-443fi wth al site conditions required by slate and local codes;al other applicable lays;and nalrator5 installation instructions. id)No representative of Infiltrator has the authority to change or extend this Limped Warranty. No warranty applies to any party other than the origi- nal Holder. The above represents the Standard Limited Warranty oflered by Infiltrator.A finned number of states and counties have daerent warranty require. meets.Any purchaser of Units should con!act Inferator's Corporate Headquarters in ad Sayer.*Camectk%A,prior In such puchese,to obtain a copy of the applicable warranty.and should carefully read that warranty N.to the purchase Cl Units. U.S.Patents:4,759,661;5,017,041;5,156.488;5.336,017;5,401.116;5,401.459;5,511,903;5,716.163;5,588,778:5,839,844 n Canadian Patents:1,329,959;2,004,564 Other patents pending. to* 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 ii Mexico.Contour,Contour Swivel Connection,MicroLeachin P TUff,SnapLock,Ch RECYCLED steno eg g, DIY arnberSpacer,PosiLock,QuickCut,QuickPlay and Quick4 are trademarks of Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed In U.S.A. Q01 120311P-0