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HomeMy WebLinkAboutLSSP-10-2021-159036.TIF IISPR- D7-?oal -35353 State of NC LSS Permit Option COVID-19 LHD Reference: 1.LW-- 2 0 4- 1 S`7✓ )G PART 3: Authorization to Operate(ATO) ,5-0C/L W tkti' 6h'2 11 2/C ) /0 Except for date received,the Section below is to be completed by the Owner.� 1 "i 1SfOn v l LHD USE ONLY: Initial submittal of request for ATO received: ' -11-Z..Z- by /'r. f Date Initials Date of Post-construction Conference: N A 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 0 Yes ❑No c. Reports on special inspections and final inspection ❑Yes 0 No d. Management Program manual 0 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 0 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. Q Yes ❑ No Attestation by the Owner for Authorization to Operate I, 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 ules and ordinances. .---7_40 Glenn Bird(Sep 14,2022 08:56 EDT) Sep IA 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,LISPS,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 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 informatio was se/ntto the State on ijiiIv3 via� te Email,FAX,LISPS,Hand delivered tiZ( zti 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/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 a'bck LHD Reference Number (S$P- I p- 7.o - 159 03 b Permitting backlog as of date of NOI submittal(#days) 3DdalS Number of days to process the NOI(#days) Li days Number of days to process re-submitted NOI(#days or �� "NA") Facility type 3 Bedroom kej,Atha, Domestic,High Strength or IPWW Vbrytts 1 L Design Daily Flow 360 pi Residential or Commercial KeSl denih al _ System type(per Rule.1961) Date of Post-construction conference N A Date Authorization to Operate issued 1..21.22, Fee charged for LSS COVID-19 Yes Si elo.00 Is fee sufficient to cover LHD costs? s in I Date LHD notified of LSS COVID-19 malfunction Date LHD notified of Owner complaint DHHS/EHS/OSWP—COVID-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, swreG� L 6atfirm' f, it. 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 • A�D CERTIFICATE OF LIABILITY INSURANCE DATE(MMlDD/YYYY) 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 RIC,a Bankers Insurance Company PHONE Betsy DafSl FAX 128 NC-65 (Arc.No.Exi:336-280-0316 _ (A/c,No):800-899-0146 _ Reidsville NC 27320 ADDRESS: bdarst(/bankersinsurance.net INSURER(S)AFFORDING COVERAGE NAIC B License#:6387078 INSURER A:Frankenmuth Mutual Insurance Company 13986 INSURED WATEMAN-01 INSURER B Water Management of North Carolina, LLC 4744 Celia Creek Rd INSURERC: _ 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 SUBRI POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER (MM!DDrVYYY) (MM/DD/YYYY1 A X COMMERCIAL GENERAL LIABILITY 6657470 2/26/2022 2/26/2023 EACH OCCURRENCE $1,000,000 AMAGE TOD CLAIMS-MADE X OCCUR PREM PREMISES(Ea occcu ence) $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- PRODUCTSI LOC -COMP/OPAGG $2,000,000 POLICY X JECT OTHER: $ A AUTOMOBILE LIABILITY 6657469 2/26/2022 2/26/2023 COMBINidEenpD SINGLE LIMIT $1,000,000 (Ea ax 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 I CLAIMS-MADE AGGREGATE $5,000,000 DED X RETENTION$in non ,$ A WORKERS COMPENSATION 6657468 2/26/2022 2/26/2023 X STATUTE ERH AND EMPLOYERS'LIABILITY Y/N ANYPROPRIETOR/PARTNER/EXECUTIVE y N!A E.L.EACH ACCIDENT $1,000,000 OFFICERIMEMBEREXCLUDED? (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 Aeinct ©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. '''7 ✓z �- 1(Z( 129_ Glenn Bird (signature) Date ORTII(':IROI.LV:I •VU7:4R}'A('K:VO(G'LED(;aILVT THE S71.1TE OI•'NORTH(',lROL1N4 ('(1('.V77'0/' ' Ccj(.I 1 I ob - n,4\1,0 -_ _, ,Votary Public•, do hereby certifi,that CTknn $i e• (name ofindividual(s) whose acknowledgment is hying taken) personally appeared hcfi re me this day and acknowledged the due execution of the,fbregoing instrument. Witness un hand and official seal this- zJt) day ofs(y)., 20 zr.. / — gar).Puhlie.'ig..nature Print Jacob A S,,,w k .tiv commission expires: 03)3o1ZOt.9- 1 Jacob A. Simko — - — NOTARY PUBLIC w0"`°�" (Official Seal) i,vi Residential Subsurface Wastewater Treatment and Disposal System COVID-19 Proposal for Lot 10— Millstone 5092 Water Wheel Drive Conover, NC 28613 Tax Parcel # 374414431997 September 29, 2021 Prepared for: GtitO-cHpit SciFy Glenn Bird ';. a. :. Century Complete "+ ' rr- •' 9325 Center Lake Dr., Suite 160y� � J° "` Charlotte, NC 28216 S. 1287 1-833-791-0192 (*. cs Prepared by: Larry Thompson, REHS, LSS °�N, Thompson Environmental Consulting, Inc. 17��$pQ:•��G�STEq�O•,! �+ PO Box 541 • SEAL 1 S. Midland, NC 28107-0541 3 ;•c 1208 Phone: 704-301-4881 �. Larry@thompsonenv.com •'''•��;• QC HEAD ..'4S Lot 10-Millstone Details Century Complete has contracted with Thompson Environmental Consulting, Inc. (TEC) to prepare a septic proposal for a 3-bedroom single family residence to be located on Lot 10 - Millstone, 5092 Water Wheel Drive, Conover, North Carolina. Based upon an investigation performed by TEC, it was determined that a sufficient amount of"Suitable"Group IV soils are available for the installation of a Gravity Flow Accepted System for a 3-bedroom residence (the proposed repair system will be a Prefabricated Permeable Block Panel System). The property will be 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 would like to request that Catawba County Environmental Health (CCEH) issue the appropriate permits for a subsurface wastewater treatment and disposal system based upon the enclosed LSS COVID-19 permit option. Location From Newton, take NC-16 North, turn left onto County Home Road, right onto Lee Cline Road, left onto Houston Mill Road,and right onto Water Wheel Drive. Property is located in the cul-de-sac. References Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A, Section .1900, Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, April 1, 2017. Accepted Wastewater System No. AWWS-2005-02-R6; North Carolina Department of Environment and Natural Resources, Division of Environmental Health, On-Site Wastewater Section, August 21, 2015. Primary Investigator's Credentials NC Registered Sanitarian No. 1208 NC Licensed Soil Scientist No. 1287 SC Certified Professional Soil Classifier No. III NC Subsurface Septic System Operator No. 22199 NC Grade IV Wastewater System Installer No. 1762 NC Certified Wastewater System Inspector No. 17621 2 Lot 10-Millstone Plans and Specifications A. Septic Tank 1. The septic tank shall be State approved (Section .1953 of 15A NCAC l8A), watertight, structurally sound, and 1,000 gallons in capacity. 2. The septic tank shall be fitted with an approved effluent filter. 3. It is the responsibility of the septic contractor to thoroughly inspect the septic tank prior to accepting delivery to assure that the tanks have had time to properly cure and are free of cracks or other structural deficiencies. B. 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 will be approximately 57 feet long from the second septic tank to the distribution box. C. Distribution Method 1. The drainlines will be fed a distribution box. Distribution box shall be water tested 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 is an accepted wastewater system, specifically the Infiltrator Quick 4 chamber system or any other system with a state-approved 25% reduction in required drainline length. 4. The drainfield consists of four(4) lateral trenches to be constructed 3-foot wide by 75 feet long. Total drainline length is 300 feet. 5. The maximum trench depth for this system shall be 18 inches. 6. The laterals are to be installed on contour with the land, keeping the individual trench bottoms level from beginning to end. 7. The trenches should be left open for the final inspection by the system designer. 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 shall be shaped to shed rainwater and be free from low spots. 3 Lot 10-Millstone 3. The drainfield area should be planted with grass as soon as possible to prevent erosion. The soil should be properly tilled, limed(if necessary)and fertilized prior to planting. After applying grass seed, the area should be heavily mulched with straw or other suitable material. F. Utility Conflicts 1. The builder and property owner must take special care in planning for water,power, gas, telephone, and cable lines. These utilities shall be kept clear of all parts of the septic system and its proposed repair area. Improper planning for underground utilities can negatively impact the installation and, in some cases, cause irreparable damage and permit revocation. If there are any questions regarding preferred routes, contact the system designer as soon as possible. 2. Lawn irrigation should not be placed over the drainfield area. Maintenance G. 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. Design Specifics Daily Design Flow: 360 GPD—3 bedroom house Septic Tank Size: 1,000 Gallons(minimum) Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: Accepted 25% Reduction Distribution Method: Distribution Box 4 Lot 10-Millstone Number of Drainlines: (4) 3' Wide x 75' Long Total Trench Length: 300 Linear Feet Maximum Trench Depth: 18 Inches Final Cover Requirement: 6 Inches Repair Option Effluent Loading Rate: 0.3 GPD per sq. ft. Drainfield Type: PPBPS Required Linear Footage: 200 Linear Feet Available Linear Footage: 203 Linear Feet Maximum Trench Depth: 18 Inches Installation Depth: 6 Inches 5 CURVE SEARING CHORD RADIUS LENGTH LEGEND Cl N09°4042'W 59.93' 50.00' 64.26' GIS Parcel Lines LOT 18 PBS3PG41 GIS 2-ft Contour Lines LINETYPE LEGEND PIN 0374414443M =LNES suRVT20) Ell Septic Tank — —— — —=LINES NOT SURVEYED --ROAD RIGHT Of WAY — =SETBACK LINES Supply Line Septic Drainlines ioT20 - - - Septic Repair Lines PINP13744 442191 PBL°TPG41 • Soil Boring Locations CDPiN 437441443390P eat (1 ��S 3s� S 31, r I LOT 31 rr rr 1 /� .) ,10-3 top. PB53PG41 - r r PIN 137441 4441 1 73 O r r 1 f f— r r 1y SR 1 O rr \fVls r k, ‘......... „e Sc31 +Y-0%.6 — r a , 10-4 • ,o ,05 r r ,ram r c. e ,:} SRF ip N:29 • r ' (� 81 Rr rr ,- r r�r 1 D� 37S • r' i PB G 4 10 r r r •3f 7 Aim • � S • 9 g :WA-RH .f c 7JA o' 31 412' /fh J1d° asr 440o J srl \ 1 .410 1ti M f „fir 13 .� h PBS3PG41 P8 LOT S 41 T'n°' PIN 4374414431854 PIN 43244r4440084 e WMQ •WMb C) •.... US^ A TP 9 c,CP i0p.0' us �-- SRF HATCH LEGEND Pa \ ,:- „I �'ac0 ( WATER WHEEL COURT \ 45'PUBLIC Rye PB 53 PG 41 6 ' j SCALE 1"-30' PLOT PLAN 509,WATER WHEEL DRIVE ERAL NOTES: 0 I . 60 LOT)0.M, TONE SUB01VtSION-PHASE FOUR • AT BOOT;53,PAGE 41 1. AREA D --• INED BY COORDINATE METHOD.ALL OISTANC 3 ARE GROUND DISTANCES- 0.393 ACRE TOTAL •oNOVER.NC 28613 2. SUBJECT PROP • DESCRIPTION RECORDED IN DEED BOOK 2 11 PAGE 1442. CATAWBA OUNTY.NORTH CAROLINA Date: Proposed Septic Layout July 2021 i q I II1 Thompson Lot 10- Millstone Enviranmenb Prepared For: scale: nulling 5092 Water Wheel Drive o 1s 3o f1 s� Century Complete Conover, NC 28613 I TEC lob #: Catawba County 21-186 Thompson Environmental Consulting,Inc. Sheet I of I PO Box 541 PROPERTY ID#:3}y q-i'q3 -19 q 7 Midland,NC 28107 COUNTY: O4T"RW$4 SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: Katherine and Dent Allison ADDRESS: DATE EVALUATED: G-23-2 PROPOSED FACILITY: KES. PROPOSED DESIGN FLOW(.1949): 360- PROPERTY SIZE: of 31 LOCATION OF SITE: 509I. V4T Ik!1 LDP • t ONoVPi, W., 2Sbt.3 PROPERTY RECORDED: WATER SUPPLY: ❑Private XPublic ❑Well n Spring ❑Other EVALUATION METHOD: /" Auger Boring ❑Pit Li Cut TYPE OF WASTEWATER: XSewage ❑Industrial Process ElMixed P R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 LANDSCAPE HORIZON - POSITION/ DEPTH PROFILE .1942 CLASS # SLOPE% (IN.) .1941 .1941 SOIL -1943 .1956 .1944 STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ a - /2 6tI' /01 A - "IP we L S/ 13 -- o s�Ki6e_ ri 55, cP ct; >216 _ � 1 / l < 9r S o o f SC,Q n c r Iy 3 �{ ,58 k f i J Jf c]G r� 3 (z ) l/ v -.7 6L fcL1 Vfli2. N$ All1 f AI Ps L5 IY- 30 i /cf t- - Ss, sP` SC _____ 2L1 J `r 2 3o -(11 s /sc/re 55) St,. 0 .J? • e -5— o Jsifrr �/Vs,NP,NE (�s / S-zy r v l c( ss/ JP/ 5 C 3� ti 3 f 3 2 y - 3�F see�e/uz fs s� s is 0 , 3 a1 .- 09 /.e (a Ail N'r, 6 - c,eW/vFlt A/5>"i/j,/6 io S L/ II S3 rf scPi sr SP, _ Z k _____ 4 `1 t( - z 4- y�IL(stP f FR, sssc SPA S G - 4 a . DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): /' 0°itsc ' SITE CLASSIFICATION(.1948): ''•VISI• +it,",:it . irF� Available Space(.1945) PS PS 4' EVALUATED BY: 0. 1NoD . ?b',r� `` i System Type(s) Accepted PPBPS ` I! 1f. "'` �'�'_�T _ S T s OTIiER(S)PRESENT: , .. . . .� ,� Site LIAR 0.3 0.3 j ` / ^^ ^,... -^ / The LSS Evaluation is being submitted pursuant to and 128' off meets the requirements of SL 2018-114 Section 11.(c). �_ . . G LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE ,1955 LTAR* ,1957 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 . GR(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 0.3-0.15 PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST WET S(Shoulder Slope) SiL(Silt Loam) 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) VFI(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR due 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 chroma 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/day/ft2 Show profile locations and other site features(dimensions,reference or benchmark,and North. • ------- r 6- - _1_ : .4_ r� / J i i 1 I i,, _.4.. L 4- _I ... _ , .4_4__. .—. .. .. J.... _I.'. . 7._ } t I 1 • . 4 i _..._�...-_Y-.,._-i........_.__.._ _.._...___._. __._,..—_....._......_.._ .._.,._ -........- -- _..._....„�_..... .}..._._�_. __. _ _ . '1. ' I I -- ! 1_- . I - ; 1. .�_1� .__ _ _ .�..._.. _�__Y_ _.. _ . -, • I • Updated February 2014 1/uick4r" STANDARD CHAMBER 52" Quick4 Standard Chamber 48" (EFFECTIVE LENGTH) • • • i fbi1I1III1I1III1I11I • • 34" SIDE VIEW SECTION VIEW MultiPort End Capimm •l 41101 1z° 410, 34" SIDE VIEW TOP VIEW FRONT VIEW Quick4 Standard Chamber Nominal Specifications MultiPort End Cap Nominal Specifications Size(W x L x H) 34"x52"x12" Size(WxLxH) 34'x16"x12" Effective Length 48" Invert Height 8"or 1.25" Invert Height 8" INFILTRATOR SYSTEMS.INC.STANDARD LIMITED WARRANTY (a)The structural integrity of each chamber,end plate,wedge and other accessory manufactured by Infiltrator('Units",when installed and operated in a IeachtlNd of an onsite septic system in accordance with Infiltrator's Ustructions,is warranted to the original purchaser Molder)against defective materials and workmanship for are year from the date that the septic permit is issued la the septic system containing the Units;provided,however, that If a septic permit is not required by appicable law.the warranty period will begin upon the date that installation of the septic system commences. To exercise its alleged rights,Holder must notify aon in vatting at Its Corporate Headquarters farters in Old covered Saybrook,ConnecticutLimited arra fifteen 1151 I N FI LT RATO days of the staged defect.Infiltrator vnll supply replacement Units Ill Units determined by Infiltrator to be covered by this Limited Warranty. Intltratork lability speclfcaly excludes the cost of removal and/or installation of the Units. (bl THE LIMITED WARRANTY AND REMEDIES IN SUBPARAGRAPH(a)ARE EXCLUSNE.THERE ARE NO OTHER WARRANTIES WITH RESPECT SYSTEMS INC TO THE UNITS,NCLUDING NO IMPLIED WARRANTIES OF MERCHANTABILITY OR FTITESS FOR A PARTTCUTAR PURPOSE. (c)This Limited Warranty shall be void a any part of the chamber system Is manufactured by anyone other than Infiltrator.The Limited Warranty does not extend to incidental,consequential.special or indeed damages.Infiltrator shall not be table for penalties a liquidated damages,inckxig loss a Environmental Onsite Wastewater Solutions'" prediction and profits.labor and matenats.overhead costs.or other losses or expenses+rayed by the Holder a any tract party Spedricasy exorded from Limited Warranty coverage are damage to the Units due to ordinary wear and tear,alteration.accident,misuse,abuse or neglect of the Units;the Ultra being slbfecte1 to vesicle bathc or other conditions which are not permitted by the Correlation instructions;failure to maintain the 6 Business Park Road•P.O.Box 768 nwensjn ground covers set lath ih the"elalatrah ihshogtrons,the placement of inprgpar materials into me system containing try Units;failure of the Urns or the septic system due to improper sting or improper grim g.excessive water usage,intaglio grease cespoeal,or improper operation;or Oki Saybrook, CT 06475 any other event not caused by!naivete,.This Limited Warranty shall he void if the Holder fails to comply with all of the terns set lath in this Limited Warranty. 860-577-7000• FAX 860-577-7001 Further,h no event shall Inatrator be responsible for any loss or damage to the Holder,the Units,or any third party resulting from installation a ship- meet,or front any product Why claims of Holder a any mind party.For this United Warranty le apply,the Units must be installed In accordance 800-221-4436 eat,all she conditions required by state and local codes;at other applicable laws;and Infiltrator's installation Instructions. (dl No representative of Infiltrator has the authority to change or extend this Limited Warranty. No warranty applies to any party other than the origi- nal Holder. The above represents the Standard Limited Warranty offered by Infiltrate. A limited number of states and counties nave different warranty require- ments.Any purchaser of Units shard contact Inetrala'S Corporate Headquarters in Old Saybrook,Connecticut,prior to such purchase,to obtain a copy of the anplcable warranty,and should careruty read that warranty prior to the purchase of Units. U.S.Patents:4,759,661;5,017,041;5,156,488;5,336.017;5,401,116;5,401,459;5,511,933;5,716.183;5,588,778;5,839,844 I% Canadian Patents:1,329,959;2,004,564 Other patents penting. Infiltrator,Equalizer and SldeWnder we registered trademarks of Infiltrator Systems Inc.Infiltrator is a registered trademark if France.Infiltrator Systems Inc. RECYCLED PAPERis a registered trademark in Mexico.Contour,Contour Swivel Connection,MicroLeaching,PolyTulf,Snaplock,ChamberSpacer,PosiLock,OuickCut,CuidcPlay and Quick4 are trademarks of Infiltrator Systems Inc.0 2003 Infiltrator Systems Inc.Printed In U.S.A. 0011203HP-0