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CBPR-10-2022-42520.tif
$w� THIS IS NOT APERMIT Case# CBPR-10-2022-42520 CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /84 Vsm Commercial Building Plan Review-Pier IMPROVEMENT-AUTH CONST Applicant WATERSIDE MARINA LLC (DAVID SISKO),762 BRAWLEY SCHOOL RD,MOORESVILLE NC 28117 C:7045006124 DESISKO@HOTMAIL.COM NAME TO APPEAR ON PERMIT Waterside Marina LLC (David Sisko) SITE ADDRESS: 7774 HUDSON CHAPEL RD,CATAWBA NC 28609 PIN# 470104747078 NAME of SUBDIVISION: Lot# B Section/Block PROPERTY SIZE: Square Feet 105,415.20 Acres 2.42 DIRECTIONS: P• •RY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DA • 1040 WATER SUPPLY: Private Well DESCRIBE WORT(: -" xisting:21 Seat restaurant&Gas N Go with 1 employee-880 gpd existing septic system. Proposing new: Marina with 80 boat slips,4 full time employees and 2 public restrooms with 1 toilet each. New proposed facility will use new septic system (not expansion of existing system). Based on .1949 flow rates, new use would be sized at 1400 gpd.Attached PE design for reduced flow of 1,040 gpd using low flow fixtures. Will use existing well on site. SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? Yes Is any of the wastewater going to be generated on the site other than domestic sewage? Yes Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: Storm drain,septic field APPLICATION FOR: New Structure STRUCTURE TYPE: ** NO STRUCTURE SELECTED ** FACILITY TYPE: Business OTHER DESCRIPTION: DESCRIPTION OF restaurant,Gas N Go EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: 105 x 52 and 23 x 30 NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: PROPOSED CONSTRUCTION EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: ehapplicalion 10/13/2023 13:46 Page 1 of 3 A 111111b.. THIS IS NOTA PERMIT Case# CBPR-10-2022-42520 (...., CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES - T" Commercial Building Plan Review- Pier IMPROVEMENT- AUTH CONST Applicant WATERSIDE MARINA LLC (DAVID SISKO),762 BRAWLEY SCHOOL RD,MOORESVILLE NC 28117 C:704 5 006 1 24 DESISKO.r HOTMAIL.COM NAME TO APPEAR ON PERMIT Waterside Marina LLC (David Sisko) SITE ADDRESS: 7774 HUDSON CHAPEL RD,CATAWBA NC 28609 PIN# 470104747078 NAME of SUBDIVISION: I.ot# B Section/Block PROPERTY SIZE: Square Feet_ 105,415.20 Acres 2.42 DIRECTIONS: PRIMARY CONTACT: Applicant SEWER TYPE: Septic Tank GALLONS PER DAY: 1400 WATER SUPPLY: Private Well DESCRIBE WORK: Existing: 21 Seat restaurant&Gas N Go with 1 employee-880 gpd existing septic system. Proposing new: 80 boat slips,4 full time employees and 2 public restrooms with 1 toilet each. Designate repair for existing restaurant&Gas N Go. New proposed facility will use new septic system(not expansion of existing system). Based on .1949 flow rates, new use would be sized at 1400 gpd. See attached LSS proposal&PE design utilizing reduced flow at 1,040 gpd. Unknown at this time whether lots will be combined or septic easements created. System/Repair proposed on lots labeled as A, B,and pt C.Will use existing well on site. SITE INFORMATION Do any of the following apply to the property for which this application is applied? If the answer to any of the questions below is"YES",then supporting documentation is required: Does this site contain any jurisdictional wetlands? No Does this site contain any existing wastewater systems? Yes Is any of the wastewater going to be generated on the site other than domestic sewage? Yes Is the site subject to approval by any other public agency? Yes Are there any easements or right-of-ways on this property? Yes Property Easements Description: Storm drain,septic field APPLICATION FOR: New Structure STRUCTURE TYPE: "NO STRUCTURE SELECTED** FACILITY TYPE: Business OTHER DESCRIPTION: DESCRIPTION OF restaurant,Gas N Go EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: 105 x 52 and 23 x 30 NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: PROPOSED CONSTRUCTION EMPLOYEES PER SHIFT: NUMBER OF SHIFTS: TOTAL EMPLOYEES: SEATING CAPACITY: TOTAL FLOOR SPACE(SQ FT): Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: Other described: ehapplicahun 10/14/2022 13:45 Page I 43 ,� _e CATAWBACOUNTY Caseg CBPR-10-2022-42520 Public Health Department Subdivision Environmental Health Division �! . PINK 470104747078 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 (...... w NAME ON PERMIT: WATERSIDE MARINA LLC (DAVID SISKO),762 E3RAWLEY SCI IDOL RD,MOORESVILLE NC 28117 Waterside Marina LLC ( David f. Site Address: 7774 HUDSON CHAPEL RD,CATAWBA NC 28609 Property Size: Square Feet 105,415.20 Acres 2,42 Directions: Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authonzation to Construct issued for septic repair is valid for 60 months(5 years).Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA3 $***************************************************************i**************************s**************** FEENAME DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 10/13/2022 $750.00 Fee Improvement Permit Fee 1(1/13/2022 $150.00 TOTAL FEES $900.00 FEES ARE NON-REFUNDABLE ONCE A SITE VISIT IS MADE OR WORK ON A PLAN REVIEW HAS COMMENCED SYSTEM REDESIGN AND/OR RETRIP WILL INCUR AN ADDITIONAL CHARGE (SEE FEE SCHEDULE) ehapplication 10/142022 13:45 Page 2 of 3 Catawba county RECEIVED public healt -/0-)n)a.9)5X Application for Environmental Health Services OCT 5 2022 THIS IS NOT A PERMIT Application is for: ❑New Construction ❑Existing Facility ❑x Improvement Permit x❑Authorization to Construct �ETIYITOnmefltat Het ? ID New Septic ❑ Septic Repair/Malfunction ❑Septic Relocation 0 Septic Expansion El Existing System Inspection or Reconnection ❑New Well El Replacement Well ❑Well Abandonment El Well Repair Property Address 7774 Hudson Chapel Road,Catawba, NC Acres 3.24 Subdivision I.ot# A Driving Directions to Property NC Highway 10 East toward Catawba.Turn right on Hudson Chapel Road. Subject property is located at old Bills Marina at Hudson Chapel Rd., Kale Rd. and Buffalo Shoals Road. Describe work Applicant Name Waterside Marina, LLC Applicant Address 762 Brawley School Road,Mooresville, NC 28117 Phone 7 00 3124 '7 o tt • -Cob ri f a Y Email desisko(c@hotmail.com Owner Name Waterside Marina, LLC Owner Address 762 Brawley School Road,Mooresville, NC 28117 Phone 704-500-3124 Email desisko@hotmail.com Contractor Name Lentz Wastewater Mgmt. Contractor Address 463 Lentz Road,Statesville, NC Phone 980-319-1014 Email office@lentzwastewater.com Name to Appear on Permit? ❑x Owner ❑x Applicant ❑Contractor Who will be the Primary Contact? ❑Owner ❑Applicant El Contractor Proposed New Construction-Residential Primary Residence ❑ New Residence ❑ Addition to Residence #of New Bedrooms*t #of Occupants Project Description Structure Dimensions,also specify dimensions of decks&porches (Choose One) ❑Basement El Crawl Space El Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Accessory Dwelling #of New Bedrooms*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Accessory Structure(s)Describe Structure(s)Dimensions Plumbing 0 Yes El No Describe Plumbing Needed (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure*t #of Occupants Structure Dimensions (Choose One) ❑Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Well Construction/Abandonment/Repair Proposed Well Type ❑ Individual Well ❑ Semi-Public Well ❑Community Well Abandonment Type El Drilled ❑ Bored ❑ Dug El Unknown Well Repair Requested ❑Yes El No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?❑Yes El No Environmental Health Catawba County Government Center,25 Government Drive I P0. Box 389, Newton, NC 28658 Phone: (828)465-8270 I Fax: (828)465-8276 I EHAdmin@CatawbaCountyNC.gov Existing Structures on Site Describe Structure Dimensions #of Bedrooms* #of Occupants Basement ❑ Yes 0 No Basement Plumbing ❑Yes ❑ No Existing Water Supply ❑ Individual Well ❑ Shared Well—Number of Connections ❑Community Well ❑County/Cityfi'ownship Water Line Is a public water supply available? ** ❑ Yes ❑No Commercial ❑x Proposed New Construction x0 Existing/Change of Use ❑ Repair Food Service Specify Type Dine In/Carry Out #Seats 22 Dining Area(Sq.Ft.) 880 G/D per CCHD Permit 02885 Dated 4-18-91. No changes to #Employees per Shift #of Shifts system. 100%Repair Shown on plan with 0.25 G/D/SF loading rate. Church #of Seats Daycare❑Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen ❑Yes 0 No Residential Kitchen ❑Yes ❑No Daycare#of Children #of Employees per Shift #of Shifts Business/Other Specify Type Manna Structure Dimensions Retail Floor Space #of Employees per Shift 4 #of Shifts 1 Other Information 2 Public Restrooms(500 G/D),4 Employees(60 G/D)80 Boat Slips(480 G/D) Calculated Design Flow,Commercial t 1,040 G/D (This value will be determined by EH staff) The Applicant shall notify the local health department upon submittal of this application if any of the following apply to the property in question. If the answer to any question is"yes",applicant must attach supporting documentation. ❑Yes ll No Does the site contain any jurisdictional wetlands? ®Yes 0 No Does the site contain any existing wastewater systems? LE Yes 0 No Is any wastewater going to be generated on the site other than domestic sewage? ❑ Yes ®No Is the site subject to approval by any other public agency? RI Yes 0 No Are there any easements or right of ways on this property? Describe Storm Drain,Septic Field If applying for an Improvement Permit or Authorization to Construct,Please Indicate Desired System Type(s): (systems can be ranked in order of your preference) ®Accepted 0 Alternative 0 Conventional 0 Innovative 0 Other 0 Any *Any room that will be intended for sleeping at the time of construction or for future consideration should be noted as a bedroom and counted on all applications.The number of bedrooms will be confirmed by rooms identified on floor plans as a bedroom at the time of building permit issuance. This may prevent the need for septic system expansion in the future. t If structure is plumbed but has no bedrooms,calculated design flow will be determined by EH Staff. ** If No,a well permit must be issued with the Authorization to Construct. RETRIP TO THE PROPERTY AND/OR SYSTEM REDESIGN WILL INCUR AN ADDITIONAL CHARGE(SEE FEE SCHEDULE) Environmental Health soil/site evaluations require digging,augering,and/or probing into the ground. Property owner/applicant is responsible for marking all underground utilities,including but not limited to:underground power,cable,telephone,gas,water lines,and irrigation systems/sprinkler systems.Catawba County Environmental Health is not responsible for damage to unmarked utilities. Completed applications are valid for a period of 2 years. Improvement Permits are valid:with complete site plan=60 months(5 years); with complete plat=without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is valid.An Authorization to Construct,issued for septic repair is valid for 60 months(5 years). Permits may be revoked if the information on this application/site plan changes or if the intended use for the proposed facility changes. Permits may be revoked if site conditions are altered such that they effect permit conditions or installation requirements. I have read this application and certify that the information provided herein is true,complete and correct. Authorized county and state officials are granted right of entry to conduct necessary inspections to determine compliance with applicable laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the pro or legal agent of owner. Signature of Owner or Legal Agent ���(,/-c.f ,,y.- / % Date to`S" Printed Name of Owner or Legal Agent % A 0 I.r • 1 S l(a Z� Sep rest - 21 X 40nr61= I LIo bi51-;,v US6 ems`plle�PY gS M C-� ---3 5 A I (1 / VD5 S\-de [Ft(M'�i 0 r 11 l�11 1 �blic HS\roor^S 2 x 2 5O = 500 roll o roPosec newe )( L rates )11 pA qo beA sip $0 x ID gay propy kR -fog I, oho Curcerk etc • ;D(1s k^)4v how ()CocW o 2122 C11 kt 101. ® 14bQi� (or iqk w4 1OG -}\Ar. (P(oyokir A St it PGSC rfLevv-- on lot A beg(, Wm( - �XGS`Ein : 21 se resAuvar " '� Gos N Go w�s- I ev Iore. - �Uc�P� existhi ce ic.` . Vro�asp new o Sb b�I slid e ezr4loy-crs, � y9{� Q r,44 2 71�c (P fooer's \ _1& l each . esiorwrke re ii -co/ Pxiki r avrcw Gas N Go , NPR poefd -ici ll om use r\evo , c6 O)" , I1L19 -flew rekits , hew %6e. (Nd or, bP 512ro 1�00 00 , See ociiP,ch4 L.-% frays l d e& dts13h err exi9f13j l i 2.inr rtL.ffo Io+ri a 1, Ottb TA. 15 UnkinOrk A'i 4tniS 1 1 - Whti(na I Dis ,,A r61.A. n*oR or SP is e fr yr cried. s` "ICI J P, ( frafe6(S o ' (AoAS Ia l)P(r aS R, 3, 0n4 p4- G, \1v;ll exiski(v3 well av` sde, Catawba County Environmental Health •2152 7 (III eOmenls Yeti 114. vv cc Ley�l 0 142 rj 6 •2136 ike Gy 5 •212 A B •7774-_� HupsaN CHAPEL RD 5:—.74171 9 Parcel: 470104748232, CLYDE RD CATAWBA, 1 in=100ft 28609 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and personnel,disclaim,and shall not be held liable for any and all damages,loss or liability,whether direct,indirect or consequential which arises or may arise from this map/report product or the use thereof by any person or entity. Copyright 2023 Catawba County NC 10/13/2023 3830-0258 FILED WOTC h(5 e 1 4r art .& -�v USe— rcT-1 A A ABA COUNTY NC DONNA HICKS SPENCER FILED Sep 07, 2023 AT 10:31:00 AM BOOK 03830 START PAGE 0258 END PAGE 0260 INSTRUMENT # 15849 EXCISE TAX $0.00 Prepared by and return to: Clifton W.Homesley,Attorney at Law Homesley&Wingo Law Group PLLC 330 South Main Street Mooresville,NC 28115 www.lakenormanlaw.com STATE OF NORTH CAROLINA DEDICATION OF SEPTIC EASEMENT COUNTY OF CATAWBA THIS DEDICATION OF SEPTIC EASEMENT ("Dedication") is made this 31s1 day of August,2023,by Waterside Marina,LLC(hereinafter referred to as"Waterside"); WITNESSETH: WHEREAS, Waterside is the owner of all of Tract A and Tract B as such are platted, planned and recorded in Plat Book 67 at Page 98 of the Catawba County Public Registry (the "Waterside Property"); and WHEREAS, Tract A and Tract B are benefitted by a Deed of Easement (the "Existing Easement") for a septic system which said Existing Easement is recorded in Deed Book 2914 at Page 1046 with said Existing Easement being across Tract C as such is depicted in Plat Book 67 at Page 98; and WHEREAS, Waterside is now in the process of improving the existing septic system that serves the Waterside Property and is using a portion of Tract B and all of Tract A for septic system installation, maintenance and improvement in addition to the currently used Existing Easement portion of Tract C; and WHEREAS, in order to obtain regulatory approval for its installation of an improved septic system, Waterside must dedicate the property described hereinbelow for use for the installation of a nitrification field or other drainage system or absorption systems for sewage disposal, including but not limited to a septic system,tanks and all related materials or equipment. NOW, THEREFORE, Waterside, as the owner of Tract A and Tract B does hereby make the following Dedication of septic easement: 1. Waterside does herewith dedicate and reserve a permanent and perpetual easement over the property hereinafter described subject to the provisions hereinafter set forth for the purpose of installing a septic system, nitrification field, tanks, drain lines and/or other drainage system or absorption systems for sewage disposal (the "System"), together with the right of way and submitted electronically by "Homesley & wingo Law Group PLLC" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Catawba county Register of Deeds. 3830-0259 easement at any time for Waterside and its heirs, successors and assigns, to enter on said tract with equipment and/or personnel to perform necessary installation, construction,maintenance or repairs to the System. Persons or firms exercising the easement herein contained shall proceed expeditiously with completion of any maintenance or installation to avoid unnecessary inconvenience to Waterside, and the persons or firms exercising said rights shall repair all damage caused to the said property immediately. It is further understood that all nitrification fields or other installation placed on said property under this easement will be placed underground and in such a manner that the installation will not interfere with other property owned by Waterside, though it is possible that tanks or covers or pumps will be above ground. The property ("Dedication Tract") over which this easement is granted is more particularly described as follows: Being situated in Catawba Township, Catawba County,North Carolina and being all of Tract A as the same is platted,planned and recorded in Plat Book 67 at Page 98 of the Catawba County Public Registry. 2. The Dedication Tract shall be kept by Waterside, its heirs, successors and assigns, in such condition, at all times that the same are in effect,that Waterside,can enter upon same without hindrance or obstruction. The Existing Easement shall remain in full force and effect. Should public sewer ever become available for the benefit of Tract A and/or Tract B, Waterside can, in its discretion, withdraw this Dedication. This Dedication is for the benefit of Tract B and the marina uses that are adjacent to Tract B. 3. The Dedication herein and all agreements and conditions are appurtenant to and run with the land and are binding upon the heirs, successors and assigns of Waterside. IN WITNESS WHEREOF, Waterside has hereunto set its hand and seal the day and year first above written. Waterside Marina,LLC �111/KL(SEAL) vid E. Sisko,M er 3830-0260 STATE OF NORTH CAROLINA SEAL-STAMP COUNTY OF IREDELL 1a� , a Notary Public of the County and State aforesaid, certify that David E. Sisko,personally known to me or proved to me on the basis of R. satisfactory evidence to be the individual whose name is subscribed to the within P.......-/�e , instrument and acknowledged to me that they voluntarily executed the same in their Off•; •'•:9�; capacity, for the purposes contained therein and that by their signature on the NOTARY : instrument, the individual or the person upon behalf of which the individual acted, + ' PUBLIC • - executed the instrument. Witness my hand and official stamp or seal,this 31``day of 9• . •• C August,2023. fi � O��••.... • • i '# `4 COLS / `rrrrrii'i�``♦♦ ,Notary Printed name: �/ My commission expires: `f - S (4. 3617-1761 FILED ELECTRONICALLY ti,"" CATAWBA COUNTY NC DONNA HICKS SPENCER EaSerterri f Loj # 5 se4ic 4b be oh Icac4. (, FILED Dec 03, 2020 AT 04:55:00 PM BOOK 03617 START PAGE 1761 END PAGE 1763 INSTRUMENT # 25160 EXCISE TAX $0.00 Prepared by and return to: Russell W. Chapman, Jr., Attorney at Law, 1835 Davie Avenue, Suite 415, Statesville,^ North Carolina 28677 OthiAz NORTH CAROLINA EASEMENT DEED CATAWBA COUNTY This Easement Deed is made this 24th day of,No, ;2020, by and between Mary H.) Daniel,Trustee of the Trust Created by.the Will of-$ob y Ray Kale having a mailing address of 1896 Goat Road, Catawba,North Carplina, 28609�(hefeafter"Grantoi") and Joey.G2 Sti11ey having a mailing address of 2136 Clyde ;Catawba(North Carolina, 28609 (hereafter "Grantee"). \\ /// W..IIT \ES TH: THAT WHEREAS, said'Grantor is the-owner of a tract of land consisting of approximately 0.830 acres locateecc goon he shores of Lake Norman in Catawba Township, Catawba County,North Carolina and being all of Tract C of that certain Subdivision Plat recorded at Plat Book 67, Page 98, Catawba County Registry LESS and EXCEPT that property conveyed to the Grantee herein by deed dated March 15, 2016 recorded at Deed Book 3332, Page 932, Catawba County Registry and having a Catawba County Parcel ID of 470104748232 and being all of Lot Nos. Three (3) and Four (4) of the certain Subdivision recorded at Plat Book 12, Page 63, Catawba County Registry (hereafter 'the Trust Property"); and WHEREAS, said Grantee is the owner of an adjoining 0.40 acre tract of land located on the north side of the Trust Property on the shores of Lake Norman and being all of that property conveyed to the Grantee herein by deed dated March 15, 2016 recorded at Deed Book 3332, Page 932, Catawba County Registry and having a Catawba County Parcel ID of 470104748372 and being all of Lot No. Five(5) of the certain Subdivision recorded at Plat Book 12, Page 63, Catawba County Registry (hereafter "the Stilley Property"); and WHEREAS, Grantor has previously granted a perpetual, non-exclusive Septic System Easement (benefitting a tract of land adjoining the southern property line of the Trust Property) over and across the Trust Property as said easement is more particularly described in a Deed of Easement dated May 23, 2008 recorded at Deed Book 1046, Page 1050, Catawba County submitted electronically by "Peter W. Simon, Attorney" in compliance with North Carolina statutes governing recordable documents and the terms of the submitter agreement with the Catawba county Register of Deeds. F 3617-1762 Registry("the Existing Septic Easement"); and WHEREAS, Grantee wishes to make improvements to the Stilley Property which improvements may extend beyond the Stilley Property onto the Trust Property;.and WHEREAS, Grantee has requested of Grantor and Grantor has consented to allow the Grantee, as long as Grantee does not interfere with the existing septic system constructed pursuant to the Existing Septic Easement, to: T).Keep in place any existing, encroaching septic tank and drain field lines now located upon the Trust Property. ' 2) Place or relocate Grantee's septic tank upon the Trust Property] 3). Extend Grantee's septic drain field lines onto the Trust Property.? 4) Construct a garage and other structures and improvements upon the Trust Property that are permittable by Catawba County and other governmental authorities. 5) Place a driveway upon the Trust Property. 6) Go upon the Trust Property to install, mains,repair and replace the above improvements. NOW THEREFORE, Grantor for and irf cronsidera ion of$10.00 and other good and valuable consideration, the receipt and sufficiency of whichvs hereby acknowledged, does hereby give, grant and convey unto Grante,�i heirs an a signs, a perpetual, non-exclusive easement and right of way to allow any encroaching se)ic tank and drain field lines to remain; relocate a septic tank; extend septic'dtain field lines, construct a garage and other structures and improvements; place a driveway upo and go upon the Trust Property to install, maintain, repair and replace the above improve ents over annd �ross the Trust Property. TO HAVE AND TO HOLD said right and easement to it, the Grantee and its heirs and assigns forever; it being agreed that the right and easement hereby granted is appurtenant to and runs with the land now owned by the Grantee (the Stilley Property). IN TESTIMONY WHEREOF, Grantor has hereunto set its hand and seal as of the day first above written, Trust Created by the Will of Bobby Ray riritpke, ale By: llt�L� - (� (SEAL) Mary . Dani'el, rustee Ls 3617-1763 ' NORTH CAROLINA 11—(4kA4 COUNTY I, MILO/Gc M 4K'�`4--4tn a Notary Public of the County and State aforesaid, certify that Mary H.Oaniel, Trustee of Trust Under the Will of Bobby Ray Kale, personally appeared before me this day and acknowledged the execution of the foregoing instrument on behalf of the Trustee. Witness my hand and notarial seal, the 2 day of-November,2020. Notary Publ,ia~‘" My commission expires: (96,`/ '—Z �Di0IY FC Ufl C°1o`Nb° 2914 �oser�errl for 1-00- �' -fu use Tru G c-\ B129 14111046 1046 FILED CATAWBA COUNTY DONNA HICKS SPENCER REGISTER OF DEEDS FILED May 27, 2008 AT 10:20:21 am BOOK 02914 START PAGE 1046 END PAGE 1050 INSTRUMENT# 12771 EXCISE TAX (None) BR STATE OF NORTH CAROLINA COUNTY OF CATAWBA ✓Drawn by and mail to: ` Joseph N.Tissue Tissue Law Offices, PLLC • 10612-D Providence Road; PMB 489 A.y ;11`w •k4, Charlotte,NC 28277 .. 704-321-4745 This easement burdens aportion of : �701-0474-7078 (which has been reconfigured and gn recombined with# 4701-0474- 372 DEED OF EASEMENT GRANTOR: MARY H. DANIEL, as Trustee of the Trust created by the Will of Bobby Ray Kale (see Estate Files 98 E 953; and 02 E 537 filed in Catawba County). GRANTEE: BILL'S MARINA, INC. (f/k/a BARBECUE CONNECTION, INC.), a North Carolina corporation. The designations Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns,and shall include singular,plural,masculine,feminine or neuter as required by context. CIRCUMSTANCES: 1. Bobby Ray Kale acquired real property situated on the shore of Lake Norman in Catawba County, North Carolina by deeds recorded in Book 1217, Page 0145 and Book 2002, Page 0650 of the Catawba County Registry (the "Kale Property" — see Definitions) and operated a marina with boat docks,restaurant and store facilities. 2914 Mt291 1047 PGt047 2. The Kale Property has never been served by public sewer or public water. 3. The store and marina have for many years employed a septic tank and pump system to pump sewage effluent to a septic percolation field on a portion of the Kale Property located to the northeast and upgradient from the store and marina. This septic field has been in use since 1976 or earlier,and was repaired in approximately 1991. 4. It is believed that the septic system for the Marina currently includes a 1,000 gallon grease trap, a 1,500 gallon septic tank and a 1,500 gallon pump tank. 5. Grantee has purchased portions of the Kale Property which include the marina and other improvements,but not the septic percolation field. It is the intent of the Grantor that the property acquired by Grantee shall, so long as it is required,have the benefit of the septic percolation field which percolation field shall be operated and maintained at the expense of the Grantee, its successors and assigns. DEFINITIONS: Corner Tract - that portion of the Kale Property shown as "Tract A - .821 acres" on the Recombination Plat. Grantee acquired the Corner Tract in fee simple by Special Warranty Deed from Jane F. Spidel and Patsy M. Hope recorded immediately prior to the recording of this Deed of Easement. Jane F. Spidel and Patsy M. Hope. acquired the Corner Tract as beneficiaries under the will of Jean Moore Kale, the widow of Bobby Ray Kale (Catawba County Estate File 01-E-209 - see also the plat captioned "Minor Subdivision for Bobby Ray Kale" recorded in Map Book 22 at Page 129 of the Catawba County Registry). Easement Tract - that portion of.the Kale,Property shown as "Tract C - 1.247 acres" on the Recombination Plat, less antpexaept the area previously defined as Lot # 5 on the Moore Plat. The net acreage of the Easem ht TAW"approximately 0.831 acres. The Easement Tract could also be defined as all . is b d 4 shown on the Moore Plat less and except those portions which were conveyed to Gr §part of the Corner Tract and Marina Tract. Kale Property - All of the Real Property originally acquired by Bobby Ray Kale by deeds recorded in Book 1217, Page 0145; and Book 2002, Page 0650; of the Catawba County Registry, now subdivided into reconfigured tracts separately owned by Grantor (the Corner Tract and Marina Tract) and Grantee (the Easement Tract). The Kale Property includes Lots 1, 2, 3, 4, and 5 as shown on the Moore Plat and other land located to the southeast of those platted lots as shown on Plat captioned "Land Exchange with B.R. Kale" recorded in Map Book 40, Page 178 of the Catawba County Registry. Marina Tract—that portion of the Kale Property conveyed to Grantee by the Grantor in fee simple, by Special Warranty Deed recorded immediately prior to this Deed of Easement, consisting of "Tract B—2.420 Acres"as shown on the Recombination Plat. Moore Plat - that Plat captioned "Sub-Division for Robert G. Moore, Jr.," recorded in Map Book 12, Page 63, of the Catawba County Registry. Percolation Field — The Percolation Field is that area of the Easement Tract currently containing the Percolation System,and any future repair area employed for such use. 2 l r ' 2914 B1t29 14 PO 1048 1048 Percolation System — piping, lines, absorption beds, and the percolation \ drainage field and equipment installed within the Easement Tract for the discharge of effluent produced from the Marina Tract and Corner Tract. The Percolation System includes the system currently in place and such as may be installed in the future for repairs,maintenance,compliance with applicable laws or other reason. Recombination Plat -that record plat captioned "Exempt Subdivision Plat of property of: Bobby Ray Kale Testamentary Trust, Jane F. Spidel and Patsy M. Hope on Hudson Chapel Road" recorded May 23, 2008, at Plat Book 67, Page 98, of the Catawba County Registry. Septic Easement—the easements herein conveyed. Septic System - Septic System shall mean any and all piping, lines, pumps, equipment or other systems used to contain sewage upon the Marina Tract and Corner Tract, transport it to the Percolation Field,and discharge the effluent, including tanks,connector lines,and the Percolation System. GRANT OF EASEMENTS: On this the 23 day of May, 2008, for and in consideration of the payment of Ten Dollars( $10.00),the purchase of the Marina Tract from the Grantor, and for the mutual promises set forth herein; the Grantor does hereby give, grant, bargain, sell and convey to Grantee, its heirs, successors and assigns, a perpetual, non-exclusive easement for, the benefit of the Marina Tract and the Corner Tract, (the "Septic Easement") in, to, through,:`across, over and under the Easement Tract for the following purposes: (i) to use and operate an underground Septic System; (ii) to inspect, construct, install,Ope1ate, reconstruct, maintain, monitor, repair, replace, and remove all or portions of an undergroutit`l+Se teOstem;and (iii) to discharge wastewater and sewage/septic effluent originating on the Marina Tract and Corner Tract into the subsurface of the Easement Tract through the Septic System. Grantee, and its successors and assigns and their agents are further granted the right of ingress, egress and regress over and across such portions of the Easement Tract as may be necessary for the above listed purposes and to access,inspect,maintain,repair and otherwise improve the Septic System. In addition to the permanent easement herein conveyed, Grantor hereby imposes, grants and conveys to Grantee, its successors and assigns, a temporary construction,maintenance and repair easement for ingress and egress, temporary stockpiling of excavated soils, use of machinery and normal septic system repair and installation construction procedures,over and upon the Easement Tract,as may be required from time to time for the use,operation,and benefit of the Septic Easement. For use of the Septic Easement,the Grantee may also clear(and continue to clear as necessary)trees,brush and other plants as necessary for proper operation, maintenance and repair in accordance with good operating procedures. Grantee, and its successors and assigns shall be responsible for obtaining all permits for the use of said Septic System as may be necessary from time to time. The Grantor, and its successors and assigns, shall exercise all good faith efforts to cooperate and assist the Grantee, if so requested by Grantee. 3 L V 2914 P12914 P51449 1049 The easements hereby imposed and granted shall run with the title to the Corner Tract and Marina Tract,to which they are appurtenant. The easements hereby imposed and granted shall also run with and burden the title to the Easement Tract. Subjacent and Lateral Support. The Grantor grants to Grantee the right of subjacent and lateral support for the Septic System, and the Grantor shall not take any action which would unreasonably or materially impair the lateral or subjacent support for the Septic System. Grantor shall not take any action which would render the soils of the Easement Tract unsuitable as a functioning septic percolation field. As Is. Grantee accepts the condition of the Easement Tract in its"AS IS"condition. Grantee waives and releases the Grantor from any liability, obligation, or claim of whatsoever nature relating to the existing condition of the Easement Tract,whether apparent or hidden. Limitation on the Grantor's Use of the Easement Tract. The Septic System may be damaged by compaction of soils, digging activity or the like. Grantor, and its successors and assigns (and their contractors and agents), shall not engage in any activity which would cause compaction to the Easement Tract. Grantor,and its successors and assigns, shall also exercise all best efforts to prevent any third party from causing such compaction. Grantor shall not construct or place any structure, building, other surface improvements, or underground installations,whether temporary or permanent, or plant or locate any trees or shrubs on the Easement Tract. Any above ground improvements, trees, or shrubs now or hereafter located on the Easement Tract may be removed by Grantee without liability. Grantee, and its successors and assigns, shall have the right and easement to erect above ground structures upon the Easement Tract to protect the Percolation System and the other components of the Septic System from traffic or other activity which could cause damage Such above ground structures may include fencing and bullards designed to prevent vehicular access by third parties over the Percolation Field. Maintenance. Grantee shall maintain the Septic System in a safe condition and in compliance with applicable governmental requirements`;AlI work;on the Easement Tract will be done with reasonable care. Grantee shall immediately resto =}�� s face of'the Easement Tract disturbed by installation, repairs or maintenance to a stable, reasonably and safe grade, seeded(with the seeding covered with hay or other appropriate material)or planted and maintained substantially similar to that condition existing prior to the Grantee's work. Termination of the Septic Easement. Upon the first to occur of (i)One Hundred and Eighty(180)days after the Corner Tract and Marina Tract are connected to a functioning public or private sewer line and are adequately serviced thereby; or Two Years after lines for available public septic sewer service is located upon, adjoining, or in the public right adjacent to the Corner Tract and Marina Tract (and capacity is available to service said Tracts), then the Septic Easement reserved and granted herein shall terminate. Grantee shall have no duty to remove an inactive Septic System. Mechanics' Liens and Indemnity. Grantee shall, at all times, keep the Easement Tract free from mechanics' lien claims or similar liens arising on account of any act of Grantee. Grantee shall indemnify, defend, and hold harmless the Grantor from and against any and all losses, claims, actions, damages, liabilities, penalties, fines, or expenses, of whatsoever nature, including, without limitation, reasonable attorney's fees and costs on account of mechanics' lien claims, injury to persons, the death of any person, or damages to property ("Claims") arising from the discharge of septic effluent onto the Easement Tract,or the activity of Grantee(and its employees,contractors and agents) upon the Easement Tract, except to the extent any such Claim results from the wrongful acts or omissions or the negligence, gross negligence or willful acts of the Grantor. 4 VAmm."11117 2914 n29I4PGI0 0 1050 Nothing herein contained shall be deemed or construed by the parties hereto, nor by any third party, as creating the relationship of principal and agent or of partnership or of joint venture between the parties hereto. Severability. The invalidity of any one of the provisions of this Deed of Easement or any portion thereof shall not affect the remaining portions thereof and this Deed of Easement shall be construed as if such covenant, agreement, condition or provision had not been inserted herein. Whenever possible, each provision of this Deed of Easement will be interpreted in such a manner as to be effective and valid under applicable law, but if any provision of this Deed of Easement is held to be prohibited by or invalid under applicable law, such provision will be ineffective only to the extent of such prohibition or invalidity, without invalidating the remainder of this Deed of Easement. Attorneys' Fees. In the event of any litigation, arbitration, or other proceeding brought to enforce or interpret this Deed of Easement, the prevailing party shall receive an award of its reasonable attorneys' fees and costs. TO HAVE AND TO HOLD the easements hereinabove described unto Grantee, its successors and assigns, for the aforesaid uses and purposes. Grantor warrants to Grantee, its successors and assigns, that Grantor is seized of the Easement Tract in fee simple, has the right to grant and convey the aforesaid Septic Easement unencumbered, and will warrant and defend its right torso grant said Septic Easement against the lawful claims of all persons. In witness hereof,the undersigned trustee sets her hand and seal. AG L i �i1. (SEAL) M. H. 19�aniel,as Trustee of the Iru t reated.by 1/41•7the Will of Bobby Ray Kale Lki\GO\r• County,North Carolina I certify that the following person(s) personally appeared before me this day, each acknowledging to me that he or she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated: Mary H. Daniel as Trustee of the Trust created by the Will of Bobby Ray Kale. Date: May 23 2008 18' (41 O ial Sign ure of Notary Beverly G. King ,�saost uty.�i Notary's printed or typed name,Notary Public ••••.J(Q►�`4 �' �iV���,, • (Official Seal) --> `la ARVP S My commission expires:�,,,� Zo ?A 1,o _ (5 5/21/2008 8:09:17 PM. ''-.,yG� :•`` "I? N CO), ' 5 • • • • SPECIFICATIONS, CALCULATIONS, SOILS NOTES AND SUPPORTING MATERIAL • • FOR A LOW PRESSURE PPBPS • • SUBSURFACE SEWAGE EFFLUENT DISPOSAL SYSTEM • USING SEPTIC TANK & PUMP TANK • • TO SERVE • WATERSIDE MARINA • 7774 HUDSON CHAPEL ROAD • CATAWBA COUNTY, NORTH CAROLINA • • • September 15, 2022 a • a • PREPARED FOR: • Waterside Marina, LLC • 762 Brawley School Road a Mooresville, NC 28115 Phone: (704) 660-0360 • PREPARED BY: . 111111!!�1 PIEDMONT DESIGN ASSOCIATES, P.A. ��� c'1 CARo a Suite 101 Westfield Center 125 East Plaza Drive • Mooresville, NC 28115 • • Phone: (704) 664-7888 7 27 • �Q Fax: (704) 664-1778 d NCBELS No.: C-1007 �, qal a 1. M "•, • • • • a • a • • • • Ground Absorption Sewage Disposal System Waterside Marina • Catawba County, North Carolina • SECTION I -INTRODUCTION AND DESIGN CONSIDERATIONS • Waterside Marina is proposing to install a new septic system to serve the patrons & employees of their facility. Waterside Marina has removed the boat ramp as a public use. The system will be utilized for 80 boat slips, 4 full • time employees and 2 public restrooms with 1 toilet each. • The Owner is considering installing a "Floating Toilet" on the docks (permitted by separate agency) to remove hydraulic load off from the subsurface disposal system, however, no flow credit will be given. The "Floating Toilet" • will operate on a pump and haul funded by NC Fish and Wildlife. The design flow for the new marina system is 1,040 gallons per day with a prescribed loading rate of 0.25 G/D/SF by Michael Athanas. LSS and Gary McNeely. • Currently, there is a septic system (septic tank, pump tank, pressure manifold & drainfield) serving the current • restaurant (under same ownership) with 22 seats and will be used for the restaurant only. Design flow for this • system will continue to be 880 Gal./Day. Area has been shown for the restaurant system's repair at a reduced LTAR of 0.25 G/D/SF. The primary portion of the restaurant system was previously permitted by Catawba County • Health Department on April 4, 1991 (Permit No. 02885). A portion of the repair will be new laterals, an existing • 360 Gal./Day drainfield (CCHD Permit 002186 Dated June 17, 1987) and a portion identified by Michael Athanas, LSS and Gary McNeely below the new marina system. The repair of the system will be required to have TS-I • Advanced Treatment since a portion of the repair consists of subsurface drip. • Both marina and restaurant are to be served by an existing onsite water supply source located more than 100 feet • from any septic system component. • The facilities sewer collection system shall comply with the latest Volume II NC Plumbing Code. It is highly • recommended that if there is not a grease trap in place for the restaurant system, then one be installed sized at 5 gallons per day per meal served with a properly sized filter. • Before any site construction, the area of the nitrification field and reserve area shall be barricaded with orange • barricade fence to prevent any access by vehicles, grading equipment and there shall be no earth disturbance of • this area unless under the direction and supervision of the Soil Scientist. • The following publications shall be a part of these specifications. Any deviation between them and these • specifications shall be brought to the attention of the engineer for clarification. (1) LAWS AND RULES FOR GROUND ABSORPTION SEWAGE TREATMENT& DISPOSAL SYSTEMS. N. C. Department of Environment, Health, and Natural Resources; Division of Environmental Health, On-Site • Wastewater Section; Administrative Code Section 15A N.C.A.C. 18A.1900, amended effective date July 1, • 1995. (2) PRESSURE MANIFOLD DESIGN FOR GROUND ABSORPTION SEWAGE SYSTEM. Steven J. Berkowitz: February 1986. (3) GUIDANCE MATERIAL, Onsite Wastewater Management, March 1996, NC DENR Onsite Wastewater • Section. Directions to the Property: From Highway 21 North in Troutman, take Old Mountain Road toward South Iredell High School. Turn left on East . Monbo Road to end. Turn Right on Pineville Road at end. Turn left on Buffalo Shoals Road at end. Cross over Lake Norman/Catawba River and subject site will be on right side of road. • • • • • • • • Waterside Marina Septic System l'«'e 1 September 15.2022 • Catawba County.North Carolina • • • • • SECTION II -COMPONENTS OF SYSTEM Proposed collection system installed according to the NC Plumbing Code, local plumbing, and ASTM D2321 • latest revision, . 1 —2,000-gallon septic tank with baffle wall and effluent filter in second chamber. 1 — 2,000-gallon drain field dosing tank with effluent pump and SIM-TECH pressure filter. • 1 — LP PPBPS drainfield with central valve box & associated appurtenances. O "Adequate area is available for reserve and is shown on site plan. Area(s)are to remain undisturbed. • PRECAST APPROVALS: The tank designs shall have been approved by the DHHS-Onsite Water Protection • Section and shall have the approval number imprinted on the delivered tank. All tanks shall be State Approved • and equal to that manufactured by Shoaf Precast, Inc., or Engineer and DHHS-Onsite Water Protection Section approved. Openings or inserts shall be cast in during manufacture. Concrete shall have a minimum compressive 411 strength of 4,000 psi @ 28 days. Shop drawings shall be submitted to the Engineer for approval. If tanks will be in . traffic area, then tanks shall be constructed to meet H-20 highway loadings. SEPTIC TANK: The septic tank shall be 2,000-gallon capacity, precast concrete with full baffle. The tank must have approved access risers with lids to allow easy over inlet and outlet side of tank to an elevation of 6-inches • above finished grade. The first chamber of the septic tank shall consist of 2/3 to 3/4 of the volume of the total tank • and the baffle shall contain a horizontal opening across the tank at about midway its height. Locate the septic tank at such elevation to accept drainage from the collection system. Access holes and covers shall be DHHS • approved as called for on the plan. The tank shall bear a manufacturer's serial number and be supplied by a manufacturer approved by DHHS.. The outlet tee of the tank shall have an effluent filter as specified below and on the plans. • SEPTIC TANK FILTER: (1) Polylok Filter Model PL-525 micro-filter with 1/16" infiltration shall be at the outlet end • in the septic tank. The filter shall be manufactured by Polylok or approved equal. Polylok, Inc. 3 Fairfield Blvd. • Wallingford, CT 06492; 888-765-9565 or www.polylok.com • PUMP TANK: The pump tank shall be 2,000-gallon capacity, precast concrete. The tank must have approved • access risers with lids to allow easy over inlet and outlet side of tank to an elevation of 6-inches above finished grade. Access holes and covers shall be DHHS approved as called for on the plan. The tank shall bear a . manufacturer's serial number and be supplied by a manufacturer approved by DHHS. If tank will be in a vehicular traffic area, the precast structure shall be H-20 rated. • . EFFLUENT PUMP FILTER: The effluent filter shall be connected directly to the pump outlet as shown on the plans. The filter shall be equal to the GAG Sim Tech Filter, Boyne City, Michigan, 49712, telephone 1-888-999- 3290. The contractor shall furnish the following with the filters: (1) STF 100A3 Filter, Filter Screen, wrench, and sock. • • RISERS AND LIDS: Risers shall be required for access to internal vaults and access into the septic tanks for pumping. All risers shall be constructed watertight. The risers shall be attached to the tanks such that a watertight • seal is provided. Risers shall extend 6" above finish grade to allow for settlement and to ensure positive drainage away from the access. Risers for inspection ports shall be a minimum of 18" in nominal diameter. Risers containing pumping assemblies or electrical splice boxes shall be a minimum of 24" in diameter and shall be of . sufficient diameter to allow removal of internal vaults without removing splice boxes, etc. Risers shall be a minimum of 30" in nominal diameter when the depth of bury is 36" or greater. All other risers shall be a minimum of 24" in nominal diameter and shall vary in height depending on the depth of bury on the various tanks. Adhesive • required to adhere the PVC or fiberglass risers to either fiberglass or ABS tank adapter shall be a two-part adhesive, Model MA320, SS115, SS140 or approved equal, or a single component adhesive Model ADH100 or • approved equal. If backfilling the same day is desired, a combination of Model MA320 and Model ADH100 • adhesives or approved equals should be used. To ensure product compatibility. a single manufacturer shall supply risers, lids, and attachment components. • Inlet risers (required only on two-compartment tanks and tanks with greater than 1.500-gallon capacity) shall be i Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be PVC as per ASTM D-1784 • and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non-corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested according to ASTM • D2412. Risers shall be capable of withstanding a truck wheel load (54 square inches) of 2500 pounds for 60 S • Waterside Marina Septic System A r e' September 15.2022 . Catawba C'ounty.North Carolina • • y • • minutes with a maximum vertical deflection of a 1/2 an inch. Risers shall extend to 3 inches above the ground surface to allow for settlement and shall have a minimum nominal diameter of 24 inches. • Outlet risers shall be Perma-Loc, Ultra-Rib, KOR FLO or engineer-approved equal. The material shall be PVC as per ASTM D-1784 and tested in accordance with AASHTO M304M-89. The risers shall be constructed of non- • corrosive material and designed to be buried in soil. Risers shall have a minimum stiffness of 10 psi, when tested . according to ASTM D2412. Risers shall be capable of withstanding a truck wheel load (54 square inches) of 2500 pounds for 60 minutes with a maximum vertical deflection of 1/2 an inch. Risers shall be at least 12 inches high, • shall have a minimum nominal diameter of 24 inches for simplex pumping applications or 30 inches when used in a duplex pumping application and shall be factory-equipped with the following: • • A. Electrical and Discharge Grommets: when applicable, Orenco Systems®, Inc. EPDM grommets shall be installed by the manufacturer for discharge piping, vent piping, and/or the electrical conduit to assure a • watertight seal. The manufacturer of the access risers shall install the grommets at the factory. • B. Adhesive: When bonding to concrete or fiberglass grooves, a two-part adhesive, one pint required per 18" • or 24" diameter riser and one quart required per 30" diameter riser, Model ADHP10 or ADHQ10, or approved equal shall be used. When bonding to a flanged riser tank adapter, either a two-part adhesive, Model MA320 or approved equal, or a single component adhesive Model ADH100 or approved equal shall be used. • Risers shall be attached to tanks with one of the following attachment systems, or approved equal: (1) Orenco Systems®, Inc. Model RUBDKIT attachment kit; (2) Orenco Systems, Inc. Model PRTA24 tank adapter used with • Model PRTA24BDKlT bolt down kit, and Model ADH100 and/or MA320 adhesives; (3) Orenco Systems, Inc. Model RRFTA tank adapter used with Model RRFTABDKIT bolt down kit and Model ADHP10 adhesive; (4) Orenco Systems, Inc. Model PRTA30 tank adapter used with Model PRTA30BDKIT bolt down kit and Model • ADH100 and/or MA320 adhesives. All attachment components shall be constructed of waterproof, non-corrosive . materials, such as PVC, ABS, fiberglass, or stainless steel. Adhesives and sealants shall be waterproof, corrosion resistant and approved for the intended application. The riser-to-tank connection shall be watertight and • structurally sound. The riser-to-tank connection shall be capable of withstanding a vertical uplift of 5000 pounds to . prevent riser separation due to tank settlement, frost heave, or accidental vehicle traffic over the tank. • One lid shall be furnished with each access riser. Lids shall be Orenco Systems®, Inc. Model FL18G-4BU, FL21G, FL24-4B, FL24G-4BU, or FL3OG or engineer-approved equal, as appropriate, fiberglass with green non-skid finish, and provided with stainless steel bolts, and wrench. Manufacturer shall provide evidence that lids have • been used successfully in continuous field service for a minimum of five years to demonstrate long-term integrity and suitability for the application. Lids shall be waterproof, corrosion resistant and UV resistant. Lids shall be flat, • with no noticeable upward dome. A crown or dome of no more than 1/8" is allowable. Lids shall not allow water to pond on them. Lids shall have a green non-skid finish. Self-lubricating plastics, such as polyethylene, shall not be • considered non-skid without addition of a non-skid coating. Lids shall form a watertight seal with the top of riser. • Lids shall be capable of withstanding a truck wheel load (54 square inches)of 2500 pounds for 60 minutes with a maximum vertical deflection of 3/4 of an inch. Lids shall be provided with tamper-resistant stainless-steel fasteners and a tool for fastener removal. Tamper-resistant fasteners include recessed drives, such as hex, Torx, and square. Fasteners that can be removed with common screwdrivers, such as slotted and Phillips, or fasteners that can be removed with standard tools, such as pliers or crescent wrenches, are not considered tamper • resistant. To prevent a tripping hazard, fasteners shall not extend above the surface of the lid. • PIPING: All piping and fittings shall be Schedule 40 PVC with pressure rating of 200 PSI except LPP piping in the • panels may be PR160 PVC. Piping from central valve box to distal end of laterals to be 1.5-inch diameter. Pressure lines (less than 2 inches in diameter) to be cut with hand ratcheting style cutter or wheel style cutter. • PVC saws shall not be used to cut pressure pipe. Glue for all PVC pipe joints shall be as recommended by the pipe manufacturer. The depth of the force main to the central valve box shall be installed at a depth of 30 inches below ground surface. Force main piping shall be buried with tracer wire and identification tape. Pipe shall be • furnished complete with all fittings, specials, and other accessories. FITTINGS AND VALVES: All fittings and valves within this piping system shall be PVC ball valves capable of • sustaining the working pressure and imposed loads. The fittings and valves shall be compatible with the pipe used. Valves shall be PVC Ball Valves with seats of self-lubricating Teflon and seals of Viton "0" rings with bell • and faucet connections or as approved by the Engineer. S • Waterside Marina Septic System ['age 3 September 15, 2022 0 Catawba County,North Carolina . CENTRAL VALVE BOX: Below the drainfield, installer shall construct a central valve box containing manifold pipe, gate valves and clear swing check valves as shown on the plans. Each pipe leaving from manifold shall be • labelled to corresponding lateral. Central valves shall be covered with an access riser and lid to grade. • NITRIFICATION FIELD: It is highly recommended that as soon as the absorption area and repair areas are • designated, they should be identified, barricaded, and protected from construction traffic. This barrier should be maintained until the system is accepted by the Owner. Refer to site plan for the size of absorption area. Maintain • 10 feet from any property lines, 50 feet from lake and 15 feet from top of cut slopes greater than 2 feet and all • other setbacks. • NITRIFICATION TRENCH: Furnish and install all items required for a complete system in accordance with plans, • specifications, and manufacturers recommendations. • DRAINFIELD DOSING PUMP: The new effluent pump shall be Gould's 3885 Series model WE1012H capable of • pumping 54.08 G/M at 44.70 ft TDH or Engineer approved equal. The pump power cord hall be adequate length cord to reach the control panel without splicing. The pump shall have a stainless-steel lift chain attached to riser • and within 12 inches of access lid. Contractor to verify electrical prior to ordering pump and control panel. • ELECTRICAL: The Septic Contractor shall provide and install all hardware, software, labor, materials, and • equipment required to provide a complete control panel, in strict accordance with the requirements of these plans and specifications. • Installer shall install all electrical fittings from the control panel to the individual control boxes. All system wire installed in electrical conduit shall be buried at a minimum depth of 30 inches. • All buried line not installed in conduit shall be rated for direct burial and be buried to a depth of 30". Conduit shall • be installed where the underground line breaks the soil surface. • Installation shall be in accordance with manufacturer's specifications. PUMP CONTROL: All pumps shall be controlled by a single custom controller designed and manufactured by • Orenco, Inc or Engineer approved equal and have the following features: • • NEMA 4X fiberglass enclosure with locking hasp • • Full size hinged inner door assembly for lights, switches, gauges, non-conductive, etc. • NEMA Type 1 Size 00 contactor-Motor Starter each pump • • 110-volt control circuit with breaker • • Auto reset high water alarm test-normal-silence switch and inner door mounted indicator light • H-O-A switch each pump • Red flashing external top mounted alarm light & 90 DB alarm horn with silence switch (On Separate • Circuit) • Terminal block for power supply, control switches & pump power wiring w/ individual terminals provided • for each wire • • Cycle counters each pump • Elapsed time meter • • Pump run light S . Lightning arrestor • Surge protection • Redundant low level off, pump enable, alarm (three floats) •S . Utility receptacle with GFI breaker • Color-coded wiring with numbered terminal blocks • • All components (switches, lights, etc.) labeled. • CONTROL PANEL The pump shall be powered by a simplex control panel with standard features including: a • corrosion resistant enclosure, an aluminum back panel, silver cadmium contacts (IEC Contactor), an IEC motor starter, a 100VA control circuit transformer, a main circuit breaker, a 1 amp control circuit fuse, a 1 amp alarm • circuit fuse, a Hand-Off-Auto switch, an alarm test switch, a pump run light, a seal leak light, terminal blocks for • pump and float connections, a ground lug, an alarm light and an alarm buzzer. Panel shall be equal to Orenco Vericomm S2RO or Engineer Approved Equal. 0 • • Waterside Marina Septic System Page 4 September 15,2022 • Catawba County, North Carolina • • • • On the on the inside of front cover of the panel a contact and phone number shall be placed of what action to take in case the "High Water Alarm" is activated. This sign shall contain the name, address, telephone number, and • emergency telephone number of the person to contract immediately upon malfunction of the system. • FLOAT SWITCHES: Water level float control switches shall be equal to Orenco, Inc., mechanically activated • switches, with cable of adequate length to terminate in the pump control panel. No splicing of wire allowed • between switches and control box. Use mechanical switches on control circuits and properly rated mechanical switches on power circuits. Conduit between the pump tank and he control panel shall be sealed to prevent sewer • gas from entering the control panel. The field dosing tank shall have 3 float switches, a low-level "pump off'switch, a "pump enabling" float, and at "high water alarm" float. Fasten float switch to a "Float Tree" constructed of 1-1/2" • diameter PVC pipe anchored by PVC clamp to the pump discharge piping as supplied by Orenco. The lower-level • control or "pump-off' must be positioned above the pump, so that the pump always remains submerged. The upper-level control "pump-enabling" is positioned to pump a specified volume of effluent. The "high water alarm" • control float is mounted about 6-inches above the pump enable float control. (Note: Care must be taken to ensure . that floats do not become fouled by other components in the tank such as the electric power cord or the lifting rope.) • Pump power wires and control wires shall run in PVC conduits from the access openings at the dosing tanks to • the location of the pump control panel mounted nearby. Bury conduit to a minimum depth of 24" below grade. • FINAL LANDSCAPING • SEEDBED PREPARATION . Complete grading according to the approved plan before seeding. Below are steps to take to prepare the seedbed for planting. • -Chisel compacted areas and spread topsoil 3 inches deep over adverse soil conditions, if available. - Rip the entire area to 6 inches deep. - Remove all loose rock, roots, and other obstructions leaving surface smooth and uniform. -Apply agricultural lime, fertilizer, and superphosphate uniformly and mix with soil. • - Continue tillage until a well pulverized, firm uniform seedbed is prepared 4 to 6 inches deep. - Seed on a freshly prepared seedbed. • - Mulch immediately after seeding and anchor mulch. • Apply lime and fertilizer evenly and incorporate into the top 4-6 inches of soil by disking or other suitable • means. Operate machinery on the contour. When using a hydro seeder, apply lime and fertilizer to a rough, • loose surface. • Roughen surfaces. Complete seedbed preparation by breaking up large clods and raking into a smooth, • uniform surface. Fill in or level depressions that can collect water. Broadcast seed into a freshly loosened seedbed that has not been sealed by rainfall. • SEEDING • Seeding dates given in the seeding mixture specifications designated as "best" or possible." Seedings properly carried out within the "best" dates have a high probability of success. It is also possible to have satisfactory establishment when seeding outside these dates. However, as you deviate from them, the • probability of failure increases rapidly. Seeding on the last date shown under"possible" may reduce chances of success by 30-50%. Always take this into account in scheduling land-disturbing activities. • • Use certified seed for permanent seeding whenever possible. Certified seed is inspected by the North Carolina Crop Improvement Association. It meets published North Carolina Standards and should bear an official "Certified Seed" label. • Labeling of non-certified seed is also required by law. Labels contain essential information on seed purity, • germination, and presence of weed seeds. Seed must meet State standards for content of noxious weeds. Do not accept seed containing "prohibited" noxious weed seed. • • Apply seed uniformly with a cyclone seeder, drop-type spreader drill, cultipacker seeder, or hydro seeder on a firm, friable seedbed. • Waterside Marina Septic System Page 5 September 15, 2022 • Catawba County.North Carolina • • • • When using a drill or cultipacker seeder, plant small grains no more than 1 inch deep, grasses and legumes • no more than 1/2 inch. Equipment should be calibrated in the field for the desired seeding rate. • When using broadcast-seeding methods, subdivide the area into workable sections and determine the amount of seed needed for each section. Apply one-half the seed while moving back and forth across the area, making a uniform pattern: then apply the second half in the same way, but moving at right angles to the • first pass. • Cover broadcast seed by raking or chain dragging; then firm the surface with a roller or cultipacker to provide • good seed contact. • MULCH Mulch all plantings immediately after seeding. Select a material based on site and practice requirements. • availability of material, labor, and equipment. Before mulching, complete the required grading, install sediment • control practices, and prepare the seedbed. Apply seed before mulching except in the following cases: • -Seed is applied as part of a hydro seeder slurry containing wood fiber mulch. -A hydro seeder slurry is applied over straw. • • IRRIGATION Moisture is essential for seed germination and seedling establishment. Supplemental irrigation can be • extremely helpful in assuring adequate stands in dry seasons or to speed development of full cover. Assess • the need for irrigation when the seeding is conducted. • Water application rates must be carefully controlled to prevent runoff. Inadequate or excessive amounts of water can be more harmful than no supplemental water. Once the system has been placed into use, cease all • irrigation use on the drainfield areas to prevent the hydraulic overloading. APPLICATION OF ORGANIC MULCH . Organic mulches are effective where they can be tacked securely to the surface. • Spread mulch uniformly by hand, or with a mulch blower. When spreading straw mulch by hand, divide the • area to be mulched into sections of approximately 1,000 ft2, and place 70-90 lb. of straw (1 '/2 to 2 bales) in each section to facilitate uniform distribution. After spreading mulch, no more than 25% of the ground surface • should be visible. In hydroseeding operations, a green dye, added to the slurry, assures a uniform application. ANCHORING ORGANIC MULCH • Straw mulch must be anchored immediately after spreading using vegetation. Rye (grain) may be used to • anchor mulch in fall plantings, and German millet in spring. Broadcast at 15 lb./acre before applying mulch. • PERMANENT STABILIZATION Permanent stabilization is needed in graded or cleared areas subject to erosion and where a permanent, • long-lived vegetative cover is needed. Typically, disturbed portions of a site where construction activities have • permanently ceased will be stabilized with permanent seeding no later than 14 days after the last construction activity. This method will not provide erosion control cover or prevent soil slippage on soils that are not stable • due to soil texture or structure, water movement or excessively steep slopes. In some areas it may be necessary to install erosion or sediment control practices such as dikes, contour ripping, erosion stops, • channel liners, sediment basins, diversions, subsurface drainage, or other practices. • Prior to seeding, 1,000 lbs./ac of a 12-12-12 or equivalent fertilizer and lime according to soil test or in lieu of soil test, 4,000 lbs./ac of ground agricultural limestone shall be worked into the soil to a depth of 3 inches. Seed should be applied uniformly at a depth of 1/4 to % inch with appropriate equipment. Except on very flat • slopes and ideal seeding conditions, small grain straw should be applied at a rate of 3,000 to 4,000 lbs./ac • using appropriate mulch anchoring techniques. Other mulch materials can be used except under adverse conditions or steep slopes, grain straw should be adequate. • • Installation of the system shall be performed under the supervision of the Local Health Department. • • Waterside Marina Septic System Page 6 September 15, 2022 • Catawba County, North Carolina • • • • The system shall not be operated until the Project Engineer certifies in writing that the system has been installed in accordance with the approved plans and specifications, and the installation is approved by the • local Health Department. • SECTION IV -CONSTRUCTION SEQUENCE • The new tanks, filters, pump, control panel, force main, central valve box and PPBPS nitrification field shall be • installed complete, tested, and accepted before receiving any waste. 1. Prior to installation of any portion of the system, the Contractor shall have a NC Licensed Surveyor stake • out all system components including tank corners, forcemain centerline, central valve box location and each drainfield lateral. This shall be completed prior to a required preconstruction meeting with Owner, • LSS, Design Engineer, LHD and Licensed Septic Contractor. • 2. Installation of the septic system shall be coordinated with the General Contractor, Owner, LSS, LHD and Design Engineer. • 2. Installation of the system shall be performed to the satisfaction of the Owner, Design Engineer, Licensed Soil Scientist and Local Health Department • 3. The Septic Contractor shall install all components of the system in strict accordance with the plans and • specifications. Upon completion of the system construction, the Septic Contractor shall charge the system with water and go through a complete cycle. Any failure or discrepancy shall be corrected. The • manufacturer of the component and the Septic Contractor shall warrant the component and system for one • year from the date of acceptance by the Owner. 0 TANK INSTALLATION • Excavate to 6 to 8 inches below tank base. De-water excavation if required. • Add 6 inches of clean#57 washed stone. 11110 • Check to ensure stone base is level and elevation is correct. • Carefully lower bottom section of tank into position with proper rigging and lifting techniques. i • Add butyl seal around tank seams. • • Install next or upper section until tank installation is complete. i S . If tank is installed in groundwater, contact Design Engineer. • If tanks are not installed in groundwater backfill excavation with clean material and to within 12" of the inlet pipes. • Check level of tanks. • NOTE: Use care while backfilling to prevent tank movement and/or damage to tanks. • • Seal inside tank to ensure tank is watertight. • Seal all pipe penetrations and fill with water to 12 inches over riser attachment on tank and perform • watertight test or perform vacuum test. • Once testing (See Section on Tank Testing) has been approved by the Design Engineer and/or LHD, install all piping, pumps, etc. within tanks as called for on the plans. • Install wiring with watertight conduit from control panel location to tanks. No junction boxes can be • installed inside tank. • Back fill around tanks with clean material to final grade. • • All components shall be checked, and proper flow verified. ELECTRICAL INSTALLATION • Install the control system and wiring per NC Building Code and NEC by a licensed Electrical Contractor. Electrical Contractor shall verify available electrical power and before ordering system components. Provide and connect to • properly sized and number breakers in the main control panels as called for. FORCE MAIN INSTALLATION Lay out supply force main to pressure manifold. The pressure force main shall be SCH 40 PVC or stronger material. This pipe shall be buried with 3 feet minimum cover. A continuous warning tape shall be installed 18 inches above the crown of the pipe with a continuous locator wire from tank to the pressure manifold. • 1. PREPARATION A. Trenching, backfilling, and compaction. 1. Trenching shall be performed such that soil cover over the pipe is a minimum of 18 inches to warning tape. • 2. Pipe should be placed on native soil or soil that it well compacted using a tamping rod or a • mechanical tamper. • • Waterside Marina Septic System Page 7 September 15, 2022 • Catawba County,North Carolina • 3. Fill should be placed over the pipe ONLY AFTER required testing has been performed. Fill shall be well compacted over the pipe and approximately 2 to 4 inches of soil shall be mounded over • the trench to allow for subsequent settling. • B. Cutting the pipe. • 1. Cut pipe smooth, straight and at right angles to the pipe axis with saws or pipe cutters designed • specifically for the material. 2. Remove burrs and wipe off all dust from the jointing surfaces. • 3. Do not disturb previously installed joints during cutting operations. C. Field Joints. 1. Use push-on joints for buried pipe except where indicated otherwise on the plans. • a. Dirt, oil, grit, and other foreign matter shall be removed from the inside of the bell, outside of the faucet, and where other pipe connections are to be made. • b. All joints shall be cleaned with solvent PVC cleaner prior to joining, • c. Joints shall be glued using acceptable PVC glue that will provide a water-tight joint at a pressure of 100 psi, 411 2. INSTALLATION • A. All joints shall be watertight and free from leaks. • B. Test all pipe under drives sidewalks and similar crossings prior to covering pipe. Pipe that is buried less with less than 3 feet of cover under such crossings shall be sleeved with PVC or ductile iron pipe • that is two (2)times the diameter of the working pipe. • Continuous warning tape shall be buried above all buried plastic pipe. Warning tape shall be 6"wide, 4 mils thick • blue/green polyethylene. This warning tape shall be installed 18" below finished grade. The words "caution - sewer line buried below" shall be printed on the tape in 3" high letters at approximately 3' intervals on centers. Warning tape shall be placed printed side up, parallel to finished grade. The top of the pipe shall be installed 18" . below the warning tape. A copper tracing wire shall be zip tied to the pipe for locating or embedded into warning tape. • Trenches shall not be opened for more than 300 feet in advance of the complete pipe nor more than 100 feet in the rear thereof. 4110 Backfill material shall contain no organic material, rocks larger than 4-inches or construction materials. The • material shall be relatively dry and shall have no tendency to flow when compacted. No rocks shall be installed . against pipe. • Install all other piping, valves, and all other system components. Ensure good bedding and cover and uniform slope as specified. • • DRAINFIELD INSTALLATION (1) Prior to beginning construction of the system, locate, lay out central valve box and the lateral panel piping • networks, using a tripod mounted engineer's leveling instrument to accurately establish each lateral along a level contour. • (2) Lay out T & J, 16" high, panel system network area with stakes and flagging to ten feet (minimum) beyond • the limits of the network. As soon as the absorption area is designated, it shall be flagged, roped off and isolated from construction traffic. This barrier should be maintained until the system is accepted by the • Owner. Refer to site plan for the size of absorption area. See site plan for lateral locations. • (3) *Rule of Thumb: "If soil is too wet to plow, it is too wet to disturb for nitrification field for excavation." Excavate lateral network trenches 24" W and 30" Deep (see detail). Remove loose soil from bottom of • trench. • (4) Install sand in bottom of the lateral trench to the proper depth. . (6) Follow the manufacturer's guidelines for installing the T & J Panel System. • • • Waterside Marina Septic System Page 8 September 15, 2022 Catawba County.North Carolina • • • . (7) All joints in lateral and the manifold piping shall be watertight connections to ensure that the only source of • the water seepage from the system is through the orifices as designed. See layout and details. Carefully install manifold and lateral network according to the attached designed layout. A larger diameter protective • sleeve with cap or approved box with lid shall be placed over the turned up lateral and positioned level with the ground surface (so as not to be damaged by mowing machine.) • • (8) Carefully backfill manifold trenches to finish grade with clean (debris free earth (no stone). • (9) Leave absorption area with a raked surface, ready for grassing. The distribution field is shaped to shed • rainwater and is free of low area. • The installation contractor shall stabilize the area of construction by planting and seeding with Kentucky 31 tall fescue and shall keep the planted area watered and mulched until such time that a hardy stand of grass is • established. • UTILITY CROSSING AND LOCATIONS: The Septic Contractor is responsible for locating all services before • beginning work on the site. The plans are approximate and may not show all utilities. • WATER LINE VERTICAL SEPARATION: Clear separation distance when a water line crosses over a sewer • must be at least 18-inches at the closest point. When conditions prevent an 18-inch clear separation from being maintained, or whenever it is necessary for the water line to cross under the sewer, both the water line and sewer • shall be constructed of ferrous materials with mechanical joints equivalent to water main standards for a distance • of at least 10 feet on each side of the point of crossing, with full sections of pipe centered at the point of crossing. • STORM DRAIN SEPARATION: Horizontal separation between sewer lines and storm drains shall be at least ten feet. Vertical separation between sewer lines and storm drains at crossings shall be at least 18-inches at the closest point unless the sewer is of cast iron pipe or encased in concrete for at least ten feet on either side of the • crossing. • SECTION III - TESTING REQUIREMENTS: During the installation of the system, construction inspection(s) will be conducted by the Local Health Department. • These inspections will help to ensure the system is installed to meet the intended design and to document the • system components. At the completion of the installation a final inspection will be completed by the certifying Engineer. At this time, the system installer will also provide the certifying Engineer with documentation of the • installation as well as an installer certification indicating the system was installed to meet the intent of the design. • TANK TESTING: As called for herein, the tanks shall be filled with water and allowed to set for 24 hours to • determine possible leakage and any leaking shall be corrected. • All precast tanks shall be tested for water tightness by an approved method such as 24-hour water tightness test • with maximum allowable leakage not to exceed 1/2" drop in water level per 24 hours. The testing shall begin after the water level in the tank has stabilized. Any leaks shall be corrected and the tanks re-tested. a • As an alternate to water testing tank. the Septic Contractor may perform a vacuum test as specified by the Engineer. • Required testing of pipelines and valves shall be done under the direct supervision of the Project Engineer. Field- • testing shall not negate the requirements for material certifications as contained in the material specification • section of this contract. Unless otherwise directed by the Engineer, all testing and disinfection will be completed prior to connection to any active waste line. • On completion of the line or sections of the lines, connections and appearances, the line shall be filled and • hydrostatically tested. The water for testing purposes can be taken from the nearest available water source under • the supervision of the Engineer's Inspector. The Septic Contractor may use the well on site and ensure that all setbacks are observed in doing so and leakage will be measured by the Inspector. All leaks and any defective • material shall be repaired or replaced to the satisfaction of the Engineer and the tests repeated until the • requirements of this specification are met. Any special equipment, pumps, etc., required to make the test shall be furnished and operated by the Septic Contractor as directed by the Inspector. • • • Waterside Marina Septic System Page 9 September 15,2022 • Catawba County,North Carolina a a • • The Septic Contractor shall use great care to be sure that all air is expelled from each section under test. If service connection or other openings are not available for the purposes of expelling air, the Septic Contractor • shall provide air release of sufficient size (as determined by the Engineer). • Specific procedures for testing main are as follows: • 1. Prior to filling in trenches with soil, the pipe shall be tested by pressurizing the pipe to 150 psi or 1.5 times • the operating pressure of the pump, whichever is greater AND BELOW the maximum line pressure rating for the pipe used. • 2. Thispressure shall be held on the pipe for 2 hours. For solvent weld P P pipe, there should not be any • leakage during the test. However, NCAC 0.200H - 219(i)(2)(D) lists an allowable leakage rate of 100 • gal/day/inch pipe diameter/mile. For 1" diameter pipe, no leakage shall occur that is greater than 0.16 gal/100 feet of pipe length for the 2-hour test (100 gal/day/inch pipe/mile). • For 1.25-inch diameter pipe, no leakage shall occur that is greater than 0.20 gal/100 feet of pipe length for the 2-hour test(100 gal/day/inch pipe/mile). • • 3. If the leakage exceeds this amount, then the pipe shall be visually inspected, and any leaking joints shall • be replaced. Once this is complete the pipe shall be re-tested. • The Septic Contractor shall be required to provide as many tests and/or certifications as the Engineer may deem necessary for materials, such as concrete, piping, valves, steel reinforcement, all fasteners and anchorage • systems, etc. Testing for materials shall be made by a separate independent test laboratory employed by the • Septic Contractor and approved by the Engineer. • The Septic Contractor shall coordinate and schedule site visits, installation and startup assistance from the Local . Health Department and Design Engineer. • PUMPS AND CONTROLS: The Septic Contractor shall furnish the services of a manufacturer's representative for start-up to assist in • verifying correct installation of the equipment, observe start-up and operation, conduct the pump drawdown . testing, conduct testing of controls, and instruct the operator in proper operation of the equipment. Five copies of a complete operation and maintenance manual shall be provided. A pump drawdown test shall be conducted on • each pump to demonstrate that the pumps meet the conditions stated in the Basis of Design. After completion of this test a certification of compliance with the Design Conditions shall be provided by the manufacturer. • The pump control shall be tested to demonstrate proper operation with the level control including pump alternation, • low level cut-off, high water alarm, and lead-lag operation. • AS BUILTS AND RECORD DRAWINGS: A set of as-built plans and specifications shall be prepared by a Professional Surveyor licensed to practice in the • State of North Carolina. The Surveyor shall be hired by the Septic Contractor to perform the work. The Septic • Contractor shall provide the "As-Built" data to the Engineer. The Engineer shall provide the signed and sealed "Record Drawings" to the local Health Department and Owner which will show actual vertical and horizontal • location and design of all system components and contain a complete list of all mechanical equipment installed . whenever any deviations were made from the approved plans and specifications. The Septic Contractor shall forward to the Engineer two bound sets of all manufacturer's component data along with the "As Built"data. • Final Record drawings shall be on full-size 24" x 36" paper. Two (2) sets shall be provided. An additional full-size • Record Drawing shall be placed in the control panel. A waterproof reduced copy of the master "as built" wiring • diagram shall be laminated in transparent plastic and permanently fastened to the inside of the panel door. • OPERATING PERMIT • 1. An Operation Permit may be issued by the Local Health Department after all conditions of the improvement permit have been met, a contract is in place with a Licensed ORC and the Design Engineer • certifies in writing that the system has been installed in accordance with the approved plans and specifications. • • 2. The operation permit shall include description of facilities served and sewage system components, as- built plans and specifications, legal documents, Operation/Maintenance manual, monitoring and • performance requirements, and other operating conditions deemed appropriate. • • Waterside Marina Septic System Page 10 September/5, 2022 . Catawba County,North Carolina • • • • • OPERATING CHECK AND ADJUSTMENTS • The system shall consist of: (1) 2,000-gallon precast septic tank with effluent filter, (1) 2,000-gallon drain field pump tank with pump, pressure filter, force main, central valve box, LP PPBPS nitrification field, electrical controls, • and other associated appurtenances. • After permanent power has been connected and all components of the system have been installed and dummy • tested, the Septic Contractor shall schedule a time for the checking of the system for proper operation. The check shall be performed by the Septic Contractor in the presence of the Design Engineer, ORC. LHD and Owner. Any • discrepancies shall be corrected until the system operates as designed. • It is the Clients responsibility to ensure that the Septic Contractor checks the entire system and takes the system • through a complete test cycle prior to Engineer making certification startup visit. This includes: • • Ensuring that all risers and lids are at grade and readily accessible • • Floats are set at the proper elevations as required • Pumps are operable and delivering the required flow and head • • Panels are in operation and operate as called for herein • • Area around treatment and disposal area are at finished grade and final landscaped as called for herein. • Tanks are filled with clean water and ready for testing. Septic Contractor is to dummy test entire system • prior to final startup meeting with Engineer, Owner, and ORC. • At the final inspection (after system installation is complete), the different components will be tested to ensure • they are operating as intended. The measured values will be compared to the system design and the installation to document the baseline parameters of the installed system. • • Once all items have been completed the Septic Contractor shall run the system through an entire test in the presence of the Owner, Owner's Engineer, LHD and ORC. If any of the tests fail, adjustments shall be made, and • the test repeated until the system is determined to operate properly. • A. PRECAST TANKS: • Ensure the tanks are free of all trash and debris. Check water level, effluent filter, piping, floats, and pump. Verify that all lids are 6" above finished grade. • • B. DRAINFIELD DOSE CONTROL-SEQUENCE OF OPERATION: Effluent fills tank to level that will activate the "Pump Enabling" float. When a float lifts the pump shall run until the • float drops back into the off position. If the float becomes fouled or there is an issue with the pump, the liquid level . will rise to a point that the alarm float will activate an audiovisual alarm on the panel. This float shall be set 12- inches above the pump enable float as shown on detail plan sheet. • WARRANTY: The Septic Contractor shall agree to provide a minimum of one-year regular service to the Owner • for maintenance and upkeep of this system at no additional cost to the Owner. and such one-year period shall • begin from the date of final inspection and acceptance of the system construction by the Owner and the Engineer. Any concerns by the owners' personnel shall be addressed promptly. • After the above one-year period has expired, the Septic Contractor shall offer a continuation of maintenance and • upkeep service at a reasonable charge as may be negotiated between the Septic Contractor and the Owner. • Such service shall include checking the entire system at least monthly, offering quick response servicing in case of a malfunction of the system (maximum of 24 hours after warning is given by the "Owner's Warning Panel") and • performing such servicing of components and replacing of worn or defective equipment as may be necessary to • keep the system operating in good condition. • If the installation Septic Contractor will not be willing to agree to the above described one-year maintenance period, then any other time must be acceptable to the Owner and the Engineer. • • • • • • Waterside Marina Septic System Page i i September 15,2022 • Catawba County,North Carolina • • • • OPERATING MAINTENANCE This work shall be performed only by operators knowledgeable of the system. Operation, maintenance, and • Inspection Procedures shall include but not be limited to the following: • • Minimum system inspection/maintenance frequency is required to be every 6 months. This system is • classified as a (Type IVb). Inspection by the Local Health Department shall be annually. • • Septic tank shall be pumped every 5 years or when solids accumulate to 1/3 the volume of the tank. These solids shall be disposed of at an approved solid waste facility. • • An inspection report should be completed and filed each time the system is checked. • • Effluent filter and pressure filters shall be removed and cleaned. Rinse off back into tank. Do not rinse off onto the ground. • • The float settings shall be checked to ensure the correct dosing volume. Adjustment shall be made as • required. • The central valve box shall be pressure backwashed with clean water during system maintenance. • • Pressure head at the lateral distal ends shall be checked and adjusted one month after installation and annually thereafter. • • All piping, fittings and valve boxes shall be checked annually for damage and/or proper operation and • corrections made immediately. • The property should be inspected to ensure all surface water is deflected away from the field and tanks. Any ponding of surface water should be corrected. • • Grasses shall be mowed and maintained, and any erosion shall be corrected promptly. • The nitrification field areas shall be checked for leakages, blowouts or malfunction, indications of damp • or mushy areas compared to surrounding area or evidence of noticeable odor of sewage. Repairs shall • be made immediately. • The pump electrical panel and wiring should be checked to insure tight, clean connections with no • corrosion and proper operation. • The pump switches are used to control the operation of the pumps. This system is designed such that the • pumps is on for designated intervals set forth in the design specifications. The pumps operation is a demand dosing setup. When there is enough liquid in the tanks, the pumps will alternately operate for a designated • interval. In periods of higher-than-normal flows, the pumps may operate more frequently. • An emergency high level switch is in the pump basin that triggers an audible and visual alarm in the event the • liquid level gets too high. In this situation, the following steps should be taken: • Stop use of all water in the facility (to stop flow into the treatment system) and contact the maintenance • personnel immediately. • The current system owner (Waterside Marina, LLC, and subsequent owners) shall establish an operation and maintenance program and procedure based on experience obtained from similar installations. • • The current system owner (Waterside Marina, LLC and subsequent owners) shall be responsible to comply with all above operating and maintenance procedures in addition to any so specified on the operation permit • issued by the Catawba County Health Department or may be necessary in the future for the operation of the • system to meet all public health laws, rules and regulation regarding the wastewater system. • Failure to comply with these operating and maintenance procedures will necessitate immediate legal action by the Catawba County Health Department to suspend or revoke the operation permit. • 411 • • • • • Waterside Marina Septic System September 15, 2022 • Catawba County,North Carolina • • • • OWNERSHIP RESPONSIBILITY FOR THE SYSTEM: It must be kept in mind that this system is designed to accept a moderate amount of wastewater at domestic • waste strength (which is call the EFFLUENT), in a minimal water absorbing soil. • Conservation measures must be undertaken by all members of the operation to minimize the volume and strength • of wastewater entering the disposal system, including, but not limited to, the following: (a) Provide water conserving plumbing fixtures within the facility. Installing water closets that require no more • than 1.6 gallons per flush. (b) Develop conservative water use habits. (c) Monitor and maintain the system as necessary for proper operation. Establish a procedure to read and • record water meter readings daily. Retain detailed records. This information will be required to allow for any expansion of the current facility. • (d) Check and pump the septic tank sludge on a regular basis as will be specified in the operating permit or as may be required. • (e) Make rapid repairs to leaking plumbing fixtures and faucets. I I I I I I I I • I I I I I I I I I I I I I I I I I I I • Waterside Marina Septic System Page 13 September 15. 2022 • Catawba County, North Carolina I I • • • DESIGN SPECIFICATIONS • WATERSIDE MARINA MOORESVILLE, IREDELL COUNTY, NORTH CAROLINA • • Design Flow: 1,040 G/D • LTAR: 0.25 G/D/SF (Primary)&0.25 G/D/SF (Repair) • SYSTEM TREATMENT • Septic Tank: (1)2,000 Gallon Precast Concrete with Baffle Wall • Septic Tank Effluent Filter: (1)Polylok PL-525 or Engineer Approved Equal i Pump Tank: (1)2,000 Gallon Precast Concrete • Pressure Filters: (1) GAG/Sim-TECH Model STF-100A3 • Pumps: (1)Gould's 3885 Series Model WE1012H • Control Panel: (1)Orenco Vericomm Si RO or Approved Equal • NITRIFICATION FIELD • Trench Type: LP PPBPS (Low Pressure Panels) • Supply Force Main Length: +/-135 LF 2-Inch Dia. SCH 40 PVC • Total Linear Feet of New Laterals: (7) Laterals at Various LF Each (30-Inch Trench Bottom) • • Lateral Pipe: 1.5-Inch Dia. SCH 40 PVC • Number of Panels: 169 Panels • Flow per Panel: 0.32 G/M with 1/8" Dia. Orifices (1 per Panel) • Total Network Flow: 54.08 G/M • • Pressure Head: 3.0 Ft. • Static Head: 28.00 Ft. • Friction Head: 10.16 Ft. Total Dynamic Head: 44.70 Ft. • Total Dose Volume: 346.67 Gallons(58.01% Panel Volume/Dose) • • Pump Run Time: 6.41 Minutes • Check Valves: (1)2-Inch Swing Check Valve • Anti-Siphon: Not Required • • • • • • • Waterside Marina Septic System Page 14 September 15,2022 • Catawba County.North Carolina • • • • • • • Waterside Marina LP Panel Block System Original Date: September 15,2022 7774 Hudson Chapel Road Revised Date September 15,2022 • Catawba County,North Carolina • Design Flow Public Restrooms 2 Toilets • Flow per Day per Fixture 250 Gal./Day/Toilet or Urinal Daily Design Flow(DDF) 500 Gal./Day • Employees 4 During Peak • Flow per Employee 15 Gal./Day/Employee Daily Design Flow(DDF) 60 DDF for Employees • No.of Boat Slips 80 Boat Slips Daily Flow per Boat Slip 6.0 Gal/Boat Slip • Daily Design Flow(DOF) 480 Marina/Boat Slips Total Daily Design Flow 1,040.00 GPO • Seotle Tank Sizing 1,717 Septic Tank Sizing Calculations Therefore,Use 2.000 Gallon Shoaf STB-2102 or Approved Equal 600 G/D to 1,500 G/D • Pump Tank 2,000 Gallons Shoaf PT-2102 or Approved Equal -1.17Q+500 V=Tank Volume 1,5006/Dt04,50DG/D 4=Design Flow • Use PPBPS Laterals for 50%Reduction in Drainfield Size . 0.75Q+1,125 LIAR 0.25 G/D/SF Per Michael Athanas,LSS 4,500 G/D and up • Sq.Ft.Trench Bottom 4,160 Sq.Ft. DDF x LTAR V=Q 3 . Field Sizing_ 1,387 LF Conventional Lines (SF Trench Bottom/3) PPBPS Sizing 693 LF 50%Reduction System (LF Conv Line x 0 5) • • Dose Volume No.of Panels 169 Panels (Per Panel Design Manual) • Panel Volume(Max)Flow Rate 3.60 Gal/Panel (Per Panel Design Manual) 34 6.67 Gal./Dose Panel Volume(Actual) 2.05 Gal./Dose • 56.98% • Pump Run Time 6 41 Minutes Actual Volume to Panel/DoseDrawdown 7 42 Inches • Operation Head 3 00 Feet (Orifice Flow Rate x#of Panels) Use 1f8"Diameter Hole (Per Panel Design Manual) • Flow Rate per Panel 0.32 G/M (Per Panel Design Manual) Field Flow Rate 54.08 G/M (No.of Panels x Orifice Flow Rate) • Force Main Static Head 28.00 Feet Calculations for 2.0"Force Main and 1.50"Supply Laterals • Pipe Run Lateral Total Friction Loss Lateral No. 0 Pipe I.D. to Lateral Length(LF) Length(LF) (Feet) (GPM) (Inches) Blue(Left) 80.00 95.26 175.26 1 26 7.04 1.61 Repair • Blue(Right) 80 00 95 26 175.26 1 26 7.04 1.61 Repair • Yellow(Left) 70.00 103.92 173.92 1 41 7 68 1.61 Repair Yellow(Right) 70 00 103.92 173 92 1 4 i 7 68 1.61 Repair Pink(Left) 60 00 108.25 168,25 1 43 - 8.00 1.61 Primary • Pink(Right) 55.00 108.25 163.25 1.36 8.00 1.61 Primary White(Right) 45.00 103.92 148,92 ' 1,12 7.68 1.61 Primary • White(Left) 40.00 103.92 143.92 1.07 7.68 1.61 Primary Orange(Left) 35.00 103.92 138.92 1.01 7.68 1.61 Primary • Orange(Right) 30.00 103.92 133.92 0.95 7.68 1,81 Primary Red(Left) 25 00 99.591 124.59 0 80 7 36 1 61 Repair • Red(Right) 20.00 99.59 119.59 0 75 7.36 1.61 Primary Blue(Left) 15.00 95.26 110.26 0.627.04 1.61 Repair • Blue(Right) 15.00 95.26 110.26 0.62 7.04 1.61 Repair 2.0"Supply Force Main 135.00 10.16 54.08 2 067 • Total Friction&Minor Loss 13.70 Total Dynamic Head 44.70 Feet (Static HD+Friction HD+Oper.HD) • Pump Required[ 54.08 G/M at 44.70 ITDH Use Goulds 3885 Series WE2012H 230 V/2 HP/1 Phase • Contractor to Verify Power Requirements before Ordering Pump • • • • • • • L. • • • • Tank Anti-Floatation Calculations • Tank Dimensions&Ant'floatation: 2,000 Gallon Septic Tank Dimensions • Outer Length 13.00 Ft. Inner Length 12.50 Ft. Outer Width 6.50 Ft. Inner Width 6.00 Ft. Outer Height 5.83 Ft. • Inner Height 5.17 Ft. • Wt.of Water Displaced' 30,758.00 I Lbs. Outer Length x Outer Widths Outer Length x 62.4 Lb/CF(Wt of water) • Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Length s Outer Width x 150 Lb/CF x 2(Top&Bottom)x Slab Thickness . 2,325.00 lbs. Ends Inner Width x Inner Height x 150 Lb/CF x 2(Ends)x Wall Thickness 5,687.50 Lbs. Sides Outer Height x Outer Length r 150 Lb/CF x 2(Sides).Wall Thickness • 1,225.00 Lb Baffle Inner Width x(Inner Height-3 Inches)a 150 Lb/CF x x Wall Thickness 17,687.50 Lbs. Total Tank Wt. Sum Above four • Wt.of Overburden 15,210.00 Lbs. @ 18"of Cover Outer Length s Outer Width s 120 Lb/CF(Saturated Soil Wt)a Soil Thickness Total 32,897.50 I.bs. Sum of Total Tank wt.&Soil Overburden • I Water I 30,758.00 I < I 32,897.50 I Tank 411 • Tank Dimensions&Anti(loatation:2,000 Gallon Pump Tank Dimensions Outer Length 13.00 ft. Inner Length 12.50 Ft. • OuterWidth— 6.50 Ft. • Inner Width 6.00 Ft. Outer Height 5.83 Ft. • Inner Height 5 17 Ft. • Wt.of Water Displaced 30,758.00 Lbs. Outer Length a Outer Width x Outer Length x 62.4 Lb/CF(wt of Water) • Wt of Tank 8,450.00 Lbs. Top&Bottom Outer Length s Outer Width x 1501b/CF x 2(Top&Bottom)x Slob Thickness 2,325.00 Lbs. Ends inner Width x Inner Height x 150 Lb/CF x 2(Ends)a Wall Thickness • - 5,687.50_lbs. Sides Outer Height x Outer Length s 150 Lb/CF a 2(Sides)x Wall Thickness 1,225.00 Lb Baffle Inner Widths(Inner Heighb3 Inches)x ISO Lb/CF a a Wolf Thickness • 17,687.50 Lbs. Total Tank Wt. Sum Above four • Wt.of Overburden 15.210.00 Lbs. @ 18"of Cover Outer Length x Outer Width x 120 Lb/CF(Saturated Soil Wt)r Soil Thickness Total 32,897.50 Lbs. Sum of Total Tonk Wt.&Soil Overburden . I Water 30,758.00 < L 32,897.50I Tank • • • • • • • • • • • • • • • • • • • •7_7• - • ' 3 BEDROOM EXISTINQ SYSTEM • �� ' CATAWBA COUNTY HEALTH DEPARTMENT PERMIT # 142-2183 • COMPLETION PERMIT • OWNER OR CONTRACTOR: "4E41 J Plc en.P 14 DATE: .,,,, e,, /7, /fe'J • ADDRESS: PHONE: • LOCATION: JO a A--1 er Alete C. i'& A ( - 4d49 6, - • Cepilz--,,a' (7,524.14,44_, 4-- =r,tf.koc:0 2,5 .Afa, . _,LZ- 0 • SUBDIVISION: LOT : SECTION OR BLOCK: LOT SIZE: • House ( ) Mobile Home ( fir Business ( ) her ( ) Flow Rate : gpd Bedrooms: 3 Bathrooms : 2 Special Fixtures :Ot Other: • Basement 'Yes ( ) No ( mixture in basement-Yes ( ) No ( ) • Garbage Disposal Unit: Yes ( ) No Y Water Supply: Private ( ---)-ublic ( ) • TANK SIZE: aaa6 gallons Distance from septic tank or ne re t so rce of NITRIFICATION FIELD: pollution: , ,, 44-7- r 1-'�cYea • Number of lines: FINAL APPROVAL OF THIS SEPTIC TANK SYSTEM SHALL IN • Length and width of lines NO WAY BE TAKEN AS A QUARANTEE THAT THE SYSTEM WILL (a) Bed System ‘,p'yj f ' FUNCTION SATISFACTORILY FOR ANY GIVEN PERIOD OF • (b) Trench System 36" x TIME. • or Trench Sys. 30" x DATE INSTALLED: lLykyte.., .� 9,i Total Sq. Ft. 5' c Depth of Stone l„ " INSTALLED BY: .t • REMARKS: SANITARIAN: _ �;�,,,,,"-r, 41-' • • SITE AND SEPTIC TANK LAYOUT • \ - - . . - - -- -- - _ • ► ' • • \ • \ '\‘.. P. • r • - - \ \\ • • N 1 \ - N • li IN • I , • • 0 /,cts ' • • • • HEALTH DEPARTMENT COPY • • RESTARANT EXISTING SYSTEM • Jul 21 2022 02:45PM FP Fax 70436uyou. Dace ! • • • • I ' 1 ° 02885 • }- ' CATAWBA COUNTY HEALTH DEPARTMENT (704) 46 8270 • Lot Eva' .t Improve Penh Repair .Permit Cert of Camp Permit Oper Permi� • OMner/A t 1] ! pi- � 4 AIl�� Phone a�i-3 q9 F ?-��-��• Address n. 8ubd3vieion — G .l a 9 •- Sect Subdivision -- _ • Lot Site, ,Q Directions f qe. 1v:_l( 32r fi t • t.0...„�m"',�,i e rf' 1. 0 at...ca.. • , • Facility* House Mobile Hiome Businesa_7� Ott, Zoning • • 1 6.002714,10 *llti-family Other , 100% Repair no • Bedrooms Seats n 1oyess GPD Plow 8'2'0 cation Rate . ii Hot Tub or Spa yes ial �Fixtures mem• Basement yes tro Basement Pllabinq yes 30 NOTICE' 1 A/2 F Se WITHIN • Water Supply, Private ( Public P�7'. FROM Dwa or • Type of System. Treach_Bed Pimp Pump/Panel Panel JP? Other • rank Sizes Septic Tank. /,�d 0' l Puup Tank /..'d 0 ,c.,�4 • Nitrification Field* Total Beware Peet 12.00 , Depth of Stone /42 II . Bed size — Trends Width ..3&0'' Total 7 7 3g� f Ally Trenches 1733 number of Trenches IQ • Individual Trench gth]/jIaL/ ! Feet on Center p�� ,I ..._[gam. lsax imum Trench Depth a y • Distance of Nearest Well. 7b01 Lot Svalustiom, Approved yesMa (Void After 24 months) • Topo/O-I5 % Slope Sketch of lot Evaluation Site - • Texture . . System Design - Final /0 • Structure - � Tabor- gi,.,q�,,l 'tangy. • fsao �' elm,- Ii dLc, 't,,�,.j.. Clay Min /5'60 54.14r- ia� • Soil Wetness - �``'" ' �'`�'�`' 8o i 1 iDcpth A evm f ..-mt e ?ma- -"'T`4',`L , • Metric lion aE • Available space .*� no oet 3 s �.e- 4 T O H , 73 1 ` ` 'r et 4 ..y?P'"` Overall Class S aja,U ��' "�`'� /"a "r`° cur .ty�o,.�/s,ae.• • CDs enter SPD lo&N 2.40s.• /d/, whiRze le r+.Adov.Q.d.. r 0 314 . L f..6__r• lam'" J • PWA43 -&dada • IA E 151 aH -t5 A p. ,� -d• a a1.o,. � ..��..� • • g P ft+, 35o j a 33 d.. „,,,, el., aitienk • �" s0 06 TO 4. p``'t'' }��vx • 3"7 S `" ; th,- C bos...4,1.g,,,- Z lac.• .4. 4., • t.. koot.+40/ Ai/Y. i • NO GUARANTEE OR NARRAMTY Is Dl.Il ) OR GIV!71 THROUGH THE ISSUA*C E O! mils PERMIT" • Permit Date 4-4-71 (taprovement Permit void after GO smiths) Q• Owner/Agent Sanitarian- WA k Installed Sy ze CS-4f Beni an f• (Hot. any changes/infornatipn ih red or by sketch on back)4Lx.` • • • ►• • RECEIVED 07/21/2022 02:10PM • Jul 21 2022 02:45PM FP Fax 7043609601 page 3 • • • 44sigb "*.-...- -41re) . • ." :,% Irt L • tri, • it • c---)\1 - - _ aa Ul • •• - - _ r� - _ - ^ ctirgb • • • - .. k. • 3 x�� 1- 1 • • � � Ib t • 1- • i •• - .. ..„_,. -- - -- ---t- Sbip J ,II I tw • � t • - ‘ \ •• ` • N \,.,,t--4\.‘A.,rs, • ..- • (,-t.- Vac • 1 sa. . ,.. - 131 \ -, )1. _ _ • • * \ • n nw,.., • ,• 1 74 lk I • r\ . • . ..46 c.,16y<aci) to \ „ . '1? 0 a • • • • Sheet 1_of_3_ • PROPERTY ID#:470104747078_ COUNTY:_Catawba_ • SOIL/SITE EVALUATION • for ON-SITE WASTEWATER SYSTEM • OWNER:Waterside Marina APPLICATION DATE • ADDRESS:7774 Hudson Chapel Rd,Catawba,NC 28609 DATE EVALUATED: PROPOSED FACILITY: Marina/RestaurantPROPOSED DESIGN FLOW(.1949):_TBD PROPERTY SIZE: • LOCATION OF SITE:7774 Hudson Chapel Rd PROPERTY RECORDED: • WATER SUPPLY: X Private ❑Public X Well ❑Spring Ill Other EVALUATION METHOD: X Auer Boring X Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑ Industrial Process LJ Mixed P • OR SOIL MORPHOLOGY OTHER • F (.1941) PROFILE FACTORS I .1940 • E LANDSCAPE HORIZON POSITION! DEPTH .1942 PROFILE • a SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS I STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPR RF.STR <AR TEXTURE MINERALOGY COLOR DEPTH 0 HORIZ • CLASS • LS 4% 0-15 Br CL WSBK FR SS SP SXP N/A 60•• N/A N/A PS 0.3 • PIT 15-60 R C SBK FR SS SP SXP • 1 • • • 0Br CL WSBK • LS 4/0 0-10 FR SS SP SXP 45- N/A N/A PS 0.3 • I'1 I 10-45 R C SBK FR SS SP SXP 2 CHR 2 4 5" • • • • LS 4% 0-48 R C SBK FR SS SP SXP YB @ 46" 48" N/A N/A PS 0.3-0.25 • 3 • • FR SS SP SXP• LS 4% 0-` Br CL WSBK N/A 56" N/A PS 0.3-0.275 com • PIT SAP/WR R C SBK FR SS SP SXP • 4 @ 40" I I • DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): • SITE CLASSIFICATION(.1948): PS • Available Space(.1945) EVALUATED BY: MA&A • System Type(s) OTHER(S)PRESENT: • Site LTAR • COMMENTS: • • • • SOIL/SITE EVALUATION Sheet_2_of_3_ • (Continuation Sheet) PROPERTY ID#:470104747078 • DATE OF EVALUATION: • COUNTY:_CATAWBA_ . . • P • R SOIL MORPHOLOGY OTHER • F (.1941) PROFILE FACTORS 1940 • I. LANDSCAPE HORIZ .1942 POSITION/ .1941 .1941 SOIL . ON .1943 .1956 .1944 PROFILE p SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR CLASS • (IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ <AR • LS 8% 0-10 Br CL WSBK FR SS SP SXP N/A 51" N/A PS 0.3 • PIT 10-51 R C SBK FR SS SP SXP • 5 51-65 VER SL SAP M VFR SS SP SXP PS • • • LS 15% 0-6 Br CL WSBK FR SS SP SXP 57" N/A N/A . PS 0.3- • 6-32 R C SBK FR SS SP SXP 0.275 • 6 E'IT • 32-57 R SC/SCL WSBK FR SS SP SXP Few YB • • . • LS 15% 0-4 Br CL WSBK FR SS SP SXP N/A 60" N/A PS 0.3 • PIT 4-16 R C SBK FR SS SP SXP • 7 16-60 R CL WSBK FR SS SP SXP F-C SAP • • • r • LS 15% 0-14 Br CL WSBK FR SS SP SXP 36" N/A PS 0.25 PIT 14-36 R C SBK FR SS SP SXP Corn• CHR 2 @ Rock Inc • 8 36" • • • LS 15% 0-27 R C SBK FR SS SP SXP CHR 2 6i 27" N/A N/A DRIP • 17 0.125 • pi • 9 • • COMMENTS: • • • • • SOIL/SITE EVALUATION Sheet_3_of_3_ • (Continuation Sheet) PROPERTY ID#:470104747078 • DATE OF EVALUATION: • COUNTY:_CATAWBA_ • • ► • s ► P • o SOIL MORPHOLOGY OTHER • F (.1941) PROFILE FACTORS 1 .1940 • E LANDSCAPE HORIZ .1942 POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE • # SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO R1:STR CLASS (IN TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ <AR • LS 15% 0-5 Br CL WSBK FR SS SP SXP 36" N/A N/A PS 0.25 • PIT 5-36 R C SBK FR SS SP SXP CHR 2 @• 36" • 0 • • LS 15% 0-12 Br CL WSBK FR SS SP SXP 65" N A N/A PS 0.25 • • PI I 12-65 R C SBK FR SS SP SXP 1 Few YB • 1 i • , • LS 25% 0-8 FILL N/A 48" N/A N A PS 0.3 • AR 8-15 Br CL WSBK FR SS SP SXP • 1 15-32 R C SBK FR SS SP SXP • 32-48 R CL WSBK FR SS SP SXP • • - r- • • LS 25% 0-36 R ( SRK FR SS SP SXP YB 36" N/A N/A PS 0.25 CHR 2 @ • AR _ 36" • 2 0 0 I 0 I • IIII • COMMENTS: - • • • xj • • / / i • / • ! 1 I \ • / • • \\\ • • • 1y • • i El • I �Q 1 • ►,, • \ \\\\ 3 • i i ' \ 9 . • , 0 2r • • p °Y . . . � i i 1 1 � i 1 1 • i 1 1 • I • ' • . • g0 13 _ . -\:S.::'''''S\\'4\1: 41'4' L_ , I .� • • • • • • • 4• - =Mel. ..- .. -.P.1-•- •• • • Q •• A ED . • ;" 5 I . 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Lids and accessories fit most types of ribbed PVC pipe, includ- -_----- ing Ultra-Rib, Ultra-Corr, KOR FLO, and Perma-Loc. Preassembled risers • Lids withstand 2500- • Risers come in • and stock pipe lengths can be purchased from Orenco. Or stock lengths can lb wheel loads(1100 various diameters • be purchased locally and cut as needed.All components are designed to kg),stronger than and can be cast into work well together. any other lid on the a concrete tank,or • market bolted down with • • While not designed adapters. for vehicular traffic, • Adapter rings can • our lids have a also be cast right breaking point into a concrete tank. • _.....•d greater than 8000 lb • Risers and adapters • (3600 kg). can be easily bond- • • Lids are fastened ed to fiberglass with stainless steel, tanks with a struc- • - - - tamper-resistant tural adhesive. • bolts(wrench • Grade rings allow included)to prevent installers to stack accidental entry. extensions onto • i - • Lids are an attrac- risers in the field. J tive green and blend • Standard lengths • in with landscaping. in 6-in.(152-mm) • — Custom colors and increments are • — custom lid imprinting available,or custom are available on risers can be cut • quantity orders. in increments of 1-3 • • Lids are flat to allow in.(25-76 mm), placement of back- depending on • yard furnishings.No diameter. • unsightly domes,no • Accessories such tripping. as adhesive,pipe 411 • Lids are lightweight, grommets,cord • Orencoi fiberglass access lids, risers, and other accessories are superior in quality, watertight,non-skid, grips,splice boxes, watertight, non-corroding,and lightweight yet strong. Custom imprinting is available and non corroding. pipe cutting and • on quantity orders of 24-and 30-in. diameter lids(610 and 760 mm). lid insulation and drilling tools,insula- carbon• filter vents tion,vents,and are available fiberglass brackets • options. are available. • • Lids come in multi- ple diameters and "71 • are easy to install. r! • . • To Order OS • Call your nearest Orenco Systems®, Inc. Distributor. For nearest Distributor, Orono*Systems' • call Orenco at 800-348-9843,or visit wwworenco.com and click on Incorporated "Distributor Locator." • Changing she Way the World Does Wastewater® • APS-RLA-1 Rev.I2 m 1l 1I5 www.e•enco.com • • • • • A Complete Package of Tank Accessories • • Fiberglass Lids Lid Fasteners :.. • Available in the following diameters: qq�q i t,I�e +,, Self-tapping stainless steel bolt can be • 12, 18, 24, 30,48 in. (460, 610,760, used on risers with and without bolt • 1220 mm). Lighter-duty lids available i catches. in 8-, 12-,and 15-in.diameters (200, Ja • 305,380 mm). Custom imprinting711% ...-„ • available on 24-in. and 30-in. lids • (610 and 760 mm). _ ? • PVC Risers • Available in the following diameters: • 12, 18, 24,30,48 in. (305,460, 610, • 760, 1220 mm). Can be installed with Cutting Jigs and Tools adapters or cast into concrete tank. For cutting Perma-Loc, Ultra-Rib, • Lighter-duty PIP risers available in 8 , -,_ KOR FLO,and Ultra-Corr pipe in • 12-,and 15-in.diameters(205,305, ~~�11°s the field and preparing pipe for • and 380 mm). grommets/lid attachment. • Tank Adapters • Available in 24-and 30-in. diametersin • (610 and 760 mm). Can be cast into :.. • or bolted to concrete tank. • • < P 0Structural Adhesives _ - - • Choose from several types depending Riser Extension Adapters • on application. Single-and two- (Grade Rings) Fiberglass ABS PRTA component. • RRFTA adapter adapter fits These easy-to-install adapters allow • fits square round 11. 4.1 adjustment of risers in the • openings. openings. ,, t field. • Bolt-Down Kits ' I • For fastening tank adapter to tank. 1 `_� C-. . —. WS Ill • Kit includes stainless steel anchor `' - • bolts and butyl sealant. • sue. • • • • CI Orenco Systems Inc.2005 • Distributed By: • • • • 0 • • Technical Data Sheet +• ; , •• Access Risers — Ultra-Rib1Mtammo SpitanW • 1400-3 8-9at3 • Applications General • Orenco's Access Risers provide access to septic tank open- Orenco Ultra-Rib"'Access Risers are constructed of ribbed • ings and can be cast into the tops of concrete tanks,bonded PVC pipe and are available in 12", 18",21",and 24"diameters. in place,or bolted down using a riser tank adaptor.They can They can be ordered in 3-inch increments in lengths up to 13 • also be used as valve enclosures. ft for 12"and 18"diameter risers,and up to 14 ft for 21"and 24" • diameter risers. • Standard Models • RR12XX, RU18XX,RR21XX,RR24XX • 10.11111111LIL• Nomenclature • R_ ❑_❑❑❑❑+1 1+To • • Discharge grommet: 10 = I' • t 12 1-1.4" ',i t , 15 I.1/2" • '"1 A1 I ' ' — s. -r-- 20 = 2" Splice Box: • - S = I"grommet installed(for Orenco SB I-SB4 splice boxes) L = 1-U4"grommet installed(for Orettc°SB5,SB6 splice box) SI = SBI attached • _! S2 582 attached �__ter_ S3 = SB3 atachcd • S4 = SB4 attached L5 = SB5 attached • L6 = SB6 attached SX = Predrilled hole for external splice box* • XS = Explosion-proof splice box for simplex pumpst XD = Explosion-proof splice box for duplex pumpst • XT = Explosion-proof splice box for triplex pumpst Riser height(inches) - Riser diameter:121,18"$,21",24" • Routing code: U = Ultra-Ribmi:18" • R = Ultra-Ribrm:12",21",24" Riser 0 •Minimum riser height 18" • t Used in Class I Division I environments $Not intended for use over pump vaults • • Materials of Construction • Ultra-Rib'PVC Pipe: PVC • • • Specifications • Model RR12XX RU18XX RR21XX RR24XX I.D. 11.74 in.(298 mm) 17.65 in.(448 mm) 20.5 in.(521 mm) 23.50 in.(597 mm) • Wall Thickness-excluding ribs 0.10 in.(3 mm) 0.19 in.(5 mm) 0.25 in.(6 mm) 0.20 in.(5 mm) • 0.D.-including ribs 14.60 in.(371 mm) 19.44 in.(494 mm) 22.63 in.(575 mm) 28.50 in.(724 mm) 0 Weight per foot(meter) 5 lb(7.4 kg) 11 lb(16.4 kg) 15 lb(22.3 kg) 19 lb(28.3 kg) • • ®2006 Onnco Systems*Inc. NTD-RLA-RR-2 Rev.1.%® 4100 Page 1 of 1 • • • • I Orenco Technical Data Sheet • SYSTEMS •• Access Risers - Kor Flo® • Applications General • Orenco's Access Risers provide access to septic tank openings and Kor Flo®Access Risers are constructed of 30-in.(750-mm)nominal diameter • can be cast into the tops of concrete tanks,bonded in place,or ribbed PVC pipe.Risers are available in heights corresponding to the pipe ribs' • installed using a riser-to-tank adapter.They can also be used as valve spacing. enclosures. • Standard Model • .... —- RR30XX • Product Code Diagram • RR3o + • I Discharge assembly or grommet option: Blank = No discharge grommet • HD = Pre-drilled for HDA125 H02 = Pre-drilled for HDA200 • i 10 = 1-in.(25-mm) 12 = 114-in.(32-mm) 47. - _ Connector/splice box option: • -- Blank = No grommet or splice box CLK = Pre-drilled for ClickTightT" S = 1-in.(25-mm)grommet installed • - 1111111.111111110 L = 1'/-in.(32-mm)grommet installed • 1 _ _ - Si = SB1 attached S2 = SB2 attached �,- S3 = SB3 attached S4 = SB4 attached • ," , L5 SBS attached 4 L6 = S86 attached • SX = Pre-installed hub for external splice box' XXD =S = Explosion-proof splice box for simplex pumps" XTT = Explosion proof splice box for triplex pumps" Riser height,2-In.(51-mm)increments standard 0 30 inch(750-mm)riser diameter • Ribbed Riser.Kor-nos •I .Requires minimum 18-In.(457-mm)riser height "For Class I Division 1 environments Material of Construction • Pipe: PVC • Specifications • Dimensions Model RR30 I.D.,in.(mm) 29.5(750) • 0.D.including ribs,in.(mm) 32(816) • Rib spacing 2(51) • Weight,Ib/ft(kg/m) 27(3.7) Kor Re is a trademark of Royal Municipal Solutions • • • • • Orenco Systems°•800-348-9843•+1 541-459-4449•www,orenco.com NTD-Rt.A-RR-5 • Rev.3 0 03/20 Page 1 of 1 • • • • Submittal Data Sheet i • Fiberglass Access Lids °s - 1.800-348-9543 • • Applications General • Orenco Fiberglass Access Lids are used as riser covers,pump Orenco Fiberglass Access Lids are molded using fiberglass basin covers,and access port covers. Lids fit"Perma-Loc," reinforced polyester resin encapsulating a wood core. The • "Ultra-Rib,"and KOR FLO type pipe. finish is green and the top surface is textured to provide a • nonskid surface. (Gasketed lids include a polyurethane gas- • ket or EPDM o-ring,which is cast-in). Lid comes with either two or four 1/4" stainless steel flathead socket cap screws • Actual View and a hex key wrench. Orenco Fiberglass Access Lids are capable of supporting a 2500 lb.wheel load; however,they • _,r;,;r;, are not designed or recommended for vehicular traffic. }:}:sZ.:Zil:}:r:r:r.r..-.-- • ,ti.ti•ti.y,•ti•�•t.ti.+•1.1.�.+r`ryryr`•1••,•`•1.y- r•r.r.r.r• • •..r.r.:.r•:v1�{s' r.r•r•r.r•r• •: .,.r.y.r.1. .�. .ti.•,....�.t. yv.t.�,.•..ti.ti.y.1.y..•.ti•y, •:3•r:;':. .ra•r.r•r•r.r•r•:•r•r.r. .r.r•:•r.r.r•r.r• •. •r_r1.r. .r.r.r. .r•r.r.r•r.;•r.r•r•:.:•r•:•r-. • Standard Models • FL18G-4BU, FL21G, FL24G,FL24-4B, FL24G-4BK, FL30G,FL48G • Nomenclature • Cutaway View • FL OD 49 'Indicates options: • 7 Wood Core G = gasket V = vent • CF = carbon filter 12 = 2"insulation • Gasket 14 = 4"insulation 413 = 4 bolt hole lid for Perma-Loc/Ultra-Rib pipe(24"only) 4BU= 4 bolt hole lid for Ultra-Rib pipe(18"only) • Seating Groove— 4BK= 4 bolt hole lid for KOR FLO pipe • Lid diameter: 18",2 1",24",30",48" • Fiberglass lid • Specifications • Dimensions Model R18 Model R21 Model Fi24 Model F1.30 Model FLAB • O.D.(in.) 20.0 22.5 26.25 320 53.875 Groove I.D.(in.) 17.5 20.75 23.5 29.5 47,5 • Avg.Thickness(in.) 0.625 1.0 0.75 1.25 1.5 • Options Available • • Feature Model Code Adder OptionaVStandard Air Vent V Optional • Carbon Filter' CF Optional • Lid Insulation' 12 or 14 Optional • 'For more information on this option,refer to the Carbon Filters submittal data sheet. NSU-RLA-CF-1. • 2Blue styrofoam;R-value per 2"increment is 10. • Materials of Construction • Fiberglass Reinforced Polyester • Wood Core • EPDM or Polyurethane Gasket • • t03 200rencoSystems°Inc. NSU-RLA-FL•1 Rev.5.1.Q111/03 Page 1of1 • • • • • SERIES S1 R ACCESS DOOR HP www.HallidayProducts.com • Phone 800-298-1027 Fax 407-298-4534 STANDARD FEATURES: HALLIDAY PRODUCTS SalesOHallidayProducts.com • •AUTO—LOCK T-316 STAINLESS STEEL • HOLD OPEN ARM WITH RELEASE HANDLE •T-316 STAINLESS STEEL HINGES AND • ATTACHING HARDWARE STANDARD SIZES •NON—CORROSIVE PADLOCK BAR • •SINGLE LEAF CONSTRUCTION MODEL A DIM. C DIM. UNIT WT. •300 LBS. PER SQ. FT. LOAD RATING QTY. NO INCHES INCHES LBS. • (1464 KG, PER SQ. METER LOAD RATING) (MM) (MM) (KG.) • •EXTRUDED ALUMINUM FRAME S1R2424 24 (610) 24 (610) 37 (17) •RECESSED LIFTING HANDLE S1R2430 24 (610) 30 (762) 42 (19) • •LIFETIME GUARANTEE S1R2436 24 (610) 36 (914) 48 (22) • S1R2442 24 (610) 42 (1067) 55 (25) 411 0 1 S1R3030 30 (762) 30 (762) 49 (22) • LIFTING HANDLE - ' '- S1R3042 30 (762) 42 (1067) 64 (29) • \ S1R3048 30 (762) 48 (1219) 71 (32) • S1R3054 30 (762) 54 (1372) 79 (36) • PADLOCK I 1° S1R3060 30 (762) 60 0524) 87 (39) BAR II ° 51R3636 36 (914) 36 (914) 65 (25) • \\\Vll; iF===I ==� Z J 51R3642 36 (914) 42 (1067) 79 (36) 0_ w S1R3648 36 (914) 48 (1219) 85 (39) • II I W • I IL 0 O S1R3654 36 (914) 54 (1372) 91 (41) Ix k C? S1R3660 36 (914) 60 (1524) 100 (45) • ` Ix xi I °r° S1R3666 1 ry l � 36 (914) 66 (1676) 109 (49) • A Ix x =a a a J ° ° A S1R3672 36 (914) 72 (1829) 116 (53) L/ x x x • 51R4242 42 (1067) 42 (1067) 93 (42) • A OPENING 3" • OVERALL (76 MM) • • • S.STL. & ALUM. • Ir POSITIVE LOCKING • 1/4" (7 MM) THICK DIAMOND Air HOLD OPEN ARM PATTERN ALUM. COVER PLATE • HT-316 S.STL. • dpir rp � 1 _ _ TAM ER (PROOF • PRIMER REQUIREDIP' FASTENERS • • I. A OPENINGIn tO j� (COVER SHOWN IN IL OPEN POSMON) • SECTION A—A v • DETAIL • • SER-S1R-N 12/11/06 • 0 • • • POLIFILI,, r In • I3 • Innovations in Precast,Drainage ~ Zabel' PL-525 Effluent Filter &Wastewater Products A Division of Polylok Inc. • • PL-525 Filter The PL-525 Filter is rated for 10,000 GPD(gallons per day) making it one of the largest filters in its class. It has • 525 linear feet of 1/16" filtration slots.Like the Polylok PL-122,the Polylok PL-525 has an automatic shut-off ball • installed with every filter. When the filter is removed for cleaning,the ball will float up and temporarily shut off • the system so the effluent won't leave the tank. • Features: 1/16" Filtration Slots • Rated for 10,000 GPD(gallons per day). -+IF- Alarm Switch • 525 linear feet of 1/16" filtration. 10,000 GPD (Optional) • • Accepts 4"and 6"SCHD 40 pipe. f -4— Accepts 1" PVC Extension Handle • • Built in gas deflector. • • Automatic shut-off ball when filter is removed. • Alarm accessibility. .4111- Rated for • 10,000 GPD • Accepts PVC extension handle. • PL-525 Installation: ' • Ideal for residential and commercial waste flows up to -4--- 525 Linear Ft. • 10,000 gallons per day(GPD). of 1/16" Filtration Slots • 1.Locate the outlet of the septic tank. • 2.Remove the tank cover and pump tank if necessary. Accepts 4"&6"—► • 3.Glue the filter housing to the 4"or 6" outlet pipe.If SCHD 40 pipe „ ) vi the filter is not centered under the access opening use a • Polylok Extend&Lok or piece of pipe to center filter. • 4.Insert the PL-525 filter into its housing. • 5.Replace and secure the septic tank cover. Certified to NSF/ANSI Standard 46 • PL-525 Maintenance: 118„ 0 The PL-525 Effluent Filters will operate efficiently for several years under normal conditions before requiring --___ • cleaning.It is recommended that the filter be cleaned • every time the tank is pumped,or at least every three • years. If the installed filter contains an optional alarm, the owner will be notified by an alarm when the filter h • needs servicing.Servicing should be done by a certified Gas Deflector • septic tank pumper or installer. Automatic 1.Locate the outlet of the septic tank. Shut Off Ball i • 2.Remove tank cover and pump tank if necessary. • 3. Do not use plumbing when filter is removed. 4. Pull PL-525 cartridge out of the housing. fl* 1;;;L; • 5. Hose off filter over the septic tank. Make sure all • solids fall back into septic tank. • 6.Insert the filter cartridge back into the housing making sure the filter is properly aligned and completely inserted Outdoor mart ilte Alarm Extend& talk • Polylok,Zabel&Best filters accept Easily installs 7.Replace and secure septic tank cover. the SmartFilterCf9 switch and alarm. into existing tanks. • • Polylok,Inc. 3 Fairfield Blvd. Wallingford,CT 06492 Toll Free:877.765.9565 Fax:203.284.8514 www.polylok.com • I REQUIRED • • • •• INSTALLATION INSTRUCTIONS / ;, Inc. • innovations °�'��° \4 �'nalP Inc. PL-525/PL-625 FILTER • • INSTALLATION INSTRUCTIONS • • • Center filter i ,i , I .t i , i ! + 1. ,4 i f , i ,k , i , with opening ,t , i .I , 1 ,'i , . + h • • . ..• .-- -, t I I• 1111 M. 0 ■Ium - ■1■m En • w� • J 7 itO _• • • ® V • • Additional pipe or ` Polylok Extend&Lok" , Glue • for centering. • . Step 1: Step 2: Step 3: • (A) Locate the outlet of the septic tank. (A) Before installation, place the (A) Glue the filter housing on the • (B) Remove tank cover and pump tank filter housing on to the outlet pipe. outlet pipe. if necessary. (B) Make sure that the housing (B) Insert the filter cartridge in the • is positioned so the filter can be housing, making sure the filter • removed from the tank for cartridge is properly aligned and maintenance and service. completely inserted in the housing. • • MAINTENANCE INSTRUCTIONS • • li \ 1 • • . , + , . , ::., ,,,,,„, ..;!.... .., •, • ,. . <' 1 f • Y.. • El i - I1m. wit ■1� • • ® p E • • • . • Step 1: Step 2: Step 3: • Locate the outlet of the septic tank. (A) Remove tank cover and pump (A) Insert the filter cartridge back DO NOT USE PLUMBING if necessary. into the the housing making sure • WHEN FILTER IS REMOVED (B) Pull the filter out of the housing. the filter is properly alighed • (C)Hose off the filter over the septic tank. and completely inserted. USE RUBBER GLOVES Make sure all solids fall back into the (B) Replace septic tank cover • WHEN CLEANING FILTER septic tank. • • • • • POL ��K Inc INSTALLATION INSTRUCTIONS • l;ons in Precast Drainage Zabel' ofPolyk"Inc PL-525/PL-625 FILTER • • PL-525/PL-625 FEATURES & BENEFITS • gh • ail Features & Benefits: • • • 7 1L1 • Rated for 10,000 GPD 4 1 • PL-525 = 525 Linear Feet of 1/18" Filtration • I iie PL-625 = 625 Linear Feet of 1/32" Filtration • di iIi • PL-525 PL-625 •Accepts 4" and 6" SCHD. 40 pipe • The PL-525/625 Effluent Filter should operate efficiently • Built in Gas Deflector 0 for several years under normal conditions before •Automatic Shut-Off Ball when Filter is Removed requiring cleaning. It is recommended that the filter be • cleaned every time the tank is pumped or at least every •Alarm Accessibility • three years. If the installed filter contains an optional • alarm, the owner will be notified by an alarm when the •Accepts PVC Extension Handle • filter needs servicing. Servicing should be done by a • certified septic tank pumper or installer. • RECOMMENDED PRODUCTS • • i Polylok PVC Filter j• la N' I Extension Handle 1n y ` L' Al, : . ,-,7•• --4iiip: I!i INES NM X • • lir i _7 • • • Risers& Riser Covers Extend & LokTM Riser Safety Screens Filter Alarm Panel and Polylok risers bring your Polylok Extend & LokTM Polylok safety screens SmartFilterTM Control • septic tank cover tograde. is a simple, easyto use Switch P P prevent tragic accidents • This allows locating and solution that can extend from happening by children Polylok filter alarm panels servicing your filter easier the inlet or outlet pipe and and pets falling into open and switchs provid a visual • and time saving by elimi- make filter and/or baffle septic tank entrances. and audible notification of nating digging to find tank installation a snap. impending filter and tank • entrance. Fits 3" and 4" pipe. servicing. • • For a full list of Polylok products please visit our web site at: www.polylok.com • • • • • • TECHNICAL BROCHURE • B3885 • • FEATURES • ' Impeller: Cast iron, semi-open, non-clog with pump-out vanes for • - mechanical seal protection. Balanced for smooth operation. Silicon • bronze impeller available as an option. • Casing: Cast iron volute type for maximum efficiency.2" NPT discharge. • Mechanical Seal: Silicon Carbide vs. Silicon Carbide sealing faces. • Stainless steel metal parts, BUNA-N elastomers. •GOULDS • Shaft:Corrosion-resistant, stainless steel.Threaded design. • • Etlluent Pump Locknut on all models to guard against component damage on accidental reverse rotation. Fasteners: 300 series stainless steel. • Capable of running dry without damage to components. • Designed for continuous operation when fully submerged. • EXTENDED WARRANTY AVAILABLE FOR RESIDENTIAL • APPLICATIONS. • • • • • • eries • • Model 3885 • • SUBMERSIBLE EFFLUENT PUMPS • • • • • • • • IGOULDS • • a xylem brand • • • • • _ • Goulds Water Technology • Wastewater • • • APPLICATIONS • SJTOW or STOW severe duty oil and water resistant Specifically designed for the following uses: power cords. • • Homes, Farms,Trailer Courts, Motels,Schools, • %3- 1 HP models have NEMA three prong grounding • Hospitals, Industry, Effluent Systems plugs. • SPECIFICATIONS • 1th HP and larger units have bare lead cord ends. 411 Pump Three phase(60 Hz): • • Solids handling capabilities:'/4" maximum. • Class 10 overload protection must be provided in separately ordered starter unit. • • Discharge size: 2" NPT. •Capacities: up to 140 GPM. • STOW power cords all have bare lead cord ends. • •Total heads: up to 128 feet TDH. • Designed for Continuous Operation: Pump ratings • •Temperature: are within the motor manufacturer's recommended al 104°F(40°C)continuous, 140°F(60°C) intermittent. working limits,can be operated continuously with- out damage when fully submerged. • See order numbers on reverse side for specific HP,• voltage, phase and RPM's available. • Bearings: Upper and lower heavy duty ball bearing construction. • MOTORS • Power Cable: Severe duty rated, oil and water resis- 0 • Fully submerged in high-grade turbine oil for lubri- tant. Epoxy seal on motor end provides secondary • cation and efficient heat transfer. moisture barrier in case of outer jacket damage and to prevent oil wicking.Standard cord is 20'.Option- '', •Class B insulation on IA- 112 HP models. al lengths are available. • • Class F insulation on 2 HP models. •0-ring:Assures positive sealing against contami- Single phase(60 Hz): nants and oil leakage. • • Capacitor start motors for maximum starting torque. AGENCY LISTINGS • • Built-in overload with automatic reset. e. Tested to UL 778 and CSA 22.2 108 Standards • �7 By Canadian Standards Association File#LR38549 t us • • METERS FEET 40^ 130 - ---• WE15HH SERIES:WE 120 �� RPM:3500&LIDS • 35 - 110 # 1750 • WE20H`w ��_4 5GPM • 30- 100i- - - • -- , - bll114:EIRI 5 FT • 0 90 L-WEt5H _ I - . • = 25 - 1 i I = ��111 �_ • < 20- 70 - . Q/ - ► -hhik.111 2 • 60 • O 15 44.70'0 -di -- ►�� 40 • 10 - 30 WE031W1 i► IP ``,1•----- ;=-:..11•11b. • 1 '441111‘01.1:1111.11...141161; 20 ° mia--- -:1111 -- ,1 'NEW • 5 - 1� 10 1 lUEL • • - I— - , (M1` 1- 411 0 - 00 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 GPM • 1 I I I I I I I I I I I I I I 0 5 10 15 20 25 30 35 m3/hr • 54.08 G/M CAPACITY . PAGE 2 • • • Goulds Water Technology • Wastewater • • • MODELS Order• HP Phase Volts RPM Impeller Maximum Locked Rotor KVA Full Load Resistance Power Weight NumberDiameter(in.) Amps Amps Code Efficiency % Start Line-Line Cable Size, (lbs.) 0 WE0311L 115 10.7 30.0 M 54 11.9 1.7 WE0318L 208 6.8 19.5 K 51 9.1 4.2 WE0312L "3230 1750 5.38 4.9 14.1 L 53 14.5 8.0 16/3 56 WE0311M 115 10.7 30.0 M 54 11,9 1.7 • WE0318M 1 208 6.8 19,5 K 51 9.1 4.2 • WE0312M 230 4.9 14.1 L 53 14,5 8.0 WE051 1 H 115 14.5 46.0 M 54 7.5 1.0 14/3 60 • WE0518H 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512H 230 7.3 34.5 M 53 9.6 4.0 • WE0538H 200 3.56 4.9 22.6 R 68 NA 3.8 WE0532H 3 230 3.3 18.8 R 70 NA 5.8 • WE0534H^ 460 1.7 9.4 R 70 NA 23.2 1414 60 • WE0537H 575 1.4 7.5 R 62 NA 35.3 WE0511HH 0.5 115 14.5 46.0 M 54 7.5 1.0 14/3 60 • WE0518HH 1 208 8.1 31.0 K 68 9.7 2.4 16/3 60 WE0512HH 230 7.3 34.5 M 53 9.6 4.0 • WE0538HH 200 3.88 4.9 22.6 R , 68 NA 3.8 WE0532HH 3 230 3.6 18.8 R 70 NA 5.8 • WE0534HH 460 1.8 9.4 R 70 NA 23.2 . WE0537HH 575 1.5 7.5 R 62 NA 35.3 J 14/4 60 WE0718H 1 208 11.0 31.0 K 68 9.7 2.4 14/3 70 • WE0712H 230 10.0 27.5 J 65 12.2 2.7 WE0738H 200 6.2 20.6 L 64 NA 5.7 0 WE0732H 0.75 3 230 4.06 5,4 15.7 K 68 NA 8.6 14/4 70 WE0734H 460 2.7 7.9 K 68 NA 34.2 • WE0737H 575 2.2 9.9 L 78 NA 26.5 WE1012H 1 230 3450 12.5 36.2 J 69 10-3 2,1 14/3 70 • WE1032H 3 230 4.4 7.0 24.1 L 79 NA 4.1 0 WE1034H 460 3.5 12.1 L 79 NA 16.2 14/4 70 WE1037H 575 2.8 9.9 L 78 NA 26.5 • WE1518H 1 208 17.5 59.0 K 68 9.3 1.1 14/3 80 WE1512H 230 15.7 50.0 H 68 11.3 1.6 • WE1538H 200 4.56 10.6 40.6 K 79 NA 1.9 • WE1532H 3 230 9.2 31.7 K 78 NA 2.9 14/4 80 WE1534H 460 4.6 15.9 K 78 NA 11.4 • WE1537H 1.5 575 3.7 13.1 K , 75 NA 16.9 WE1518HH 1 208 17.5 59.0 K 68 9.3 1.1 5 WE1512HH 230 15.7 50.0 H 68 11.3 1.6 14/3 80 • WE1S38HH 200 5.50 10.6 40.6 K 79 NA 1.9 WE1532HH 3 2309.2 31.7 K 78 NA 2.9 14/4 80 • WE1 S34HH_ 460 4.6 15.9 K 78 NA 11.4 WE1537HH 575 3.7 13.1 K 75 NA 16.9 • WE2012H 1 230 18.0 49.6 F 78 3.2 1.2 14/3 83 WE2038H 200 12.0 42.4 K 78 NA 1.7 0 WE2032H 2 3 230 5.38 11.6 42.4 K 78 NA 1.7 14/4 83 WE2034H_ 460 5.8 21.2 K 78 NA 6.6 • WE2037H 575 4.7 16.3 L 78 NA 10.5 • • • • • • • PAGE 3 • • • • • PERFORMANCE RATINGS(gallons per minute) COMPONENTS • Order WE. WE. WE. WE. 41 WE- - WE- WE. WE. Item No. Description No, 03L 03M 05H 07H d 10H SH OSHH 1SHH 20H 1 Impeller • HP Y Y Y %4 1 1 Y Yh 1 Y 2 2 Casing 5 RPM 1750 1750 3500 3500 3500 tt500 3500 3500 3500 3 Mechanical Seal 5 86 t - 4 Motor Shaft • 5 Motor 10 70 63 78 94 - C - 58 95 - 6 Ball Bearings III 15 52 52 70 90 103 28 53 93 138 7 Power Cable • 20 27 35 60 83 98 23 49 90 136 8 Casing 0-Ring 5 iii 25 5 15 48 76 1 94 17 45 87 133 • 3 30 - - 35 67 1 88 10 40 83 130 !.� 35 - - 22 57 i 82 03 35 80 126 T7 .419 • 1 40 - - - 45 i 74 95 30 77 121 s 411/ 1 45 - - - 35 64 86 25 74 116 111111 • = 50 - - - 25 53 77 - 70 110 5R 55 - - - - 40 67 - 66 103 5 6 • ~ 60 - - - - 30 56 - 63 96 4 • 65 - - - - 20 p 45 - 58 89 8 3 • 70 - - - - - �i 35 - 55 81 . Irli f11 ' 75 - - - - - R 25 - 51 74 1 ra. • 80 47 66 2—! II '1 • 90 - - - - - ` - - 37 49 • 100 - - - - - ` - - 28 30 • DIMENSIONS • (All dimensions are in inches.Do not use for construction purposes.) • A -\ t • I 11W" 1,- .: • ROT'T ON 551 • 16" • `` \� r, 2'N PT 8� er 11 rip," • S A imunimonom. 3 y," KICK-BACK �1,1„ • • • • • • xylem Xylem,Inc. I Let's SolveWater2881 East Bayard Street Ext.,Suite A Seneca Falls,NY 13148 • Phone:(866)325-4210 • Fax:(888)322-5877 www.xyleminc.com/brandslgouldswatertechnology • Goulds is a registered trademark of Goulds Pumps,Inc.and is used under license. • 0 2012 Xylem Inc. 83885 R1 April 2012 • • • • • • Technical Data Sheet . • OSI • External Splice Box Or• Systems • > - - • Applications General • • The Orenco' External Splice Box attaches outside the access To specify the Orenco External Splice Box for your installation, riser of all underground tank. It is engineered specifically for require the following: • water and wastewater treatment systems and is especially suited • Watertight for prolonged submergence per UL listing(Type 6P) for use in locations prone to high groundwater and other wet • conditions. Its separate conduit hubs,large volume,and optional • Attachment external to access riser to allow inspection with no • dividers make it useful for maintaining isolation of high and low need to open the riser lid voltage wires where needed. It has four cord grips which accom- • Volume of 100 in.3(1639 cm')for easy wiring access and to • modate power cords for floats and pumps of 0.170-0.470 inches accommodate multiple wiring configurations • {4.3. 11,9 mm)in diameter.Unused cord grips can be plugged watertight with the supplied cord grip plugs.Each External Splice • Bottom entry,so conduit or direct-bury cable always remains • Box is provided with a hole-cutting template to simplify installs- below minimum burial depth • tion on the riser and a 4-inch(100-mm)diameter grommet for the • Molded of UL(fl l rated plastic,resistant to cold and UV riser penetration. exposure,suitable for external applications • • Optional divider plates available for isolating high and low vol- • tage wires from separate conduits or direct-bury cable • Standard Models • '-• ___ SBEX1-4,SBEX1-4-P • Nomenclature • SBEX1-4 - T_ • it w`!, I Blank=no divider plates • P =divider plates • - External splice box • s',\ `' / • • - • \ .e \, 4 l w • k U �"+ 4.1 • %+, 1, . ,. • - - r • irkThe External Splice Box is molded of a UL • (f1)rated PVC alloy.It has a UL Type 6P list- x ing for prolonged submergence. tz:lop ai. glak • *01:1.. • • • • ©2012 Orenco Systems'Inc. NTD-SBEx-1 Rev.1.1,©07/12 • Page 1 of 2 • • • • • External Splice Box (continued) • • Physical Specifications Materials of Construction • • Volume 100 in.3(1639 cm3) Splice box PVC alloy Cord grips 4 per SBEX Cord grips Nylon • Cord grip plugs 3 per SBEX Cord grip plugs EPDM rubber • Cord diameters 0.170-0.470 in.(4.3- 11,9 mm) 0-rings Buna rubber • accommodated Conduit hub plug PVC per ASTM D-1784 Conduit hubs 2 4-in.(100-mm)grommet* EPDM rubber • Conduit hub plug 1 'Grommet not shown in illustration below • Conduit sizes 3f in. accommodated 1 in.(with coupling) • 14 in.(with fitting or bell end) • Diameter of hole 5 in.(127 mm) into riser (hole-cutting template included) • • H5.24 in.(133 mm) � Threaded _UM• I� cap 8.25 in.(133 mm) • • 4.5 in. • (114 mm) I, • i ,iill 10 le • w, IIII • • I l Cord grip Cord grips Cord grip Optional 11 Conduit Optional • plugs(3) (4) plate divider hubs(2) divider 2I----Conduit • huh plug(1) • • • • • • • • • • • MTu-SBEX-1 2 Rev.1.1,®07/12 012 o,..eo Systems*lnc. • Page 2el2 • • • • • Technical Data Sheet ��"s.. 11111/ CS • Float Switch Assemblies c...,c*syst.m. ncrrr., • _ 800-34-9843 • Applications General • Float switches are used to signal liquid level positions for alarm All models listed are UL listed and CSA certified for use in water • and pump control applications.Orenco float switch assemblies or sewage, "A" model float switches are also CE certified for sale • can be mounted in pump vaults,effluent screens,pump basins, in European Union countries. Non-mercury float switches and risers. (models B, C,D,L,N,P,V and XI are used where components ,� containing mercury are prohibited. • Float switches are typically ordered in assemblies that include • On Float collar one or more switches mounted on a 1-inch PVC float stem.ABS A float collars are used to provide secure mounting that is easily • X adjustable. "A" and "T"model float switches use Super Vu-Tron` • o electrical cords for superior chemical and water resistance. l' Set point ----e-- • co Standard Models Y A, B, C, 0, G, L, N, P,T,V,X • Off Nomenclature . -- Float tether . MF - T I Cord length option: ® Blank= 10 ft(3 m),standard 0 kla 20 = 20ft(6m) 30 = 30ft(9m) . 50 = 50 0115 m) Application: • FS == field set Float stem FTL ebOW style(b352-nletfltersWY( PB = pump basin • V = pump vault(standard float settings) VC =pump vault(custom float settings) • Float stem length: Blank= no float stem(floats and collars only) • k::, 19.21,27,33,37,39,45,51,57.66 =stem length in ® 5.11 = stem length,In.(for eibow-style float txacketsl • Float color code and function: Blank= no color code • Li B = blue(pump on) G = green gimp or override timer on/ofb P = purple(lag pump an/enable( • R = red(pumps/timer n&oft( W = whfle(redurxlant oft.low level alarm) • Y = yellow(high level aiann) YG = yellow-green(high level alarm,override timer on/eft) YP = yellow-purple thigh level alarm,lag pump on/enable) • The "On"and "Off"positions describe normally open floats. Float switch models(mod In order from the top of the float stem down). • For normally closed floats,the functions are reversed. A,B,C,O,G,L,N,P.T,V,X Number of float switches(when using multiples of the same float switch model). • Blank= no multiples of the same float switch model Materials of Construction Float switch assembly Float housing Impact-resistant, noncorrosive PVC plasticIII Nomenclature Examples for use in liquids up to 140"F(60'Cl p • Float cord, Flexible 2-conductor(UL, CSAI SJDOW; When ordering float switch assemblies,remember to list float A and T models Super Vu Tron Supreme,yellow switches from the top of the float stem down.An"'MFABT-" • Float cord, Flexible 2-conductor(UL,CSAI SJOW;water- nomenclature indicates one"A"switch at the top of the stem,one • All other models resistant(CPE);neoprene coating "B" in the middle of the stem,and one"T" switch at the bottom of the stem;an "MF2AT-" indicates"A"switches at the top and • Float collar ABS middle of the stem,and one"T"switch at the bottom of the stem. • Pt 2013 Orenco Systems'Inc. NTO-MF-MF-1 • Rev,1.2.©07/13 Page 1 of 2 • 0 • • • Float Switch Assemblies • •• Signal- and Motor-Rated Float Switch Matrix • Float State' Type2 IR3 Volts Amps hp Tether X Y Drawdown° • Signal-rated mercury floats'(for control switch ap, - - • A Mode" Norrrally open Mercury Yes_ n/a Na Na 2 00 in. Na Na Na T Model Nor close(' Mercury ... .1 Na Na 2.00 in. n/a n/a nla • Signal-rated mechanical tloats5(for control switch applications „l • L Model Normally open Mechanical Yes n/a n/a n/a 2.00 in. 1.50 in, 1.50 in. 3.00 in. • N Model' Normally closed Mechanical No n/a n/a n/a 2,00 In. 1.50 in. 1.50 In. 3.00 in. • P Model° Normally open Mechanical No n/a n/a n/a 2.00 in. 1.50 In. 1.50 In. 3.00 in. V Models Normally open Mechanical,small drawdown Yes n/a n/a rVa 2.00 in. <1 in. <1 in. <1 in. • X Model Normally closed Mechanical,small drawdown Yes n/a n/a n/a 2.00 in. <1 in. <1 in. <1 in. • Motor-rated floats'(for pump switch applications) • 8 Model" Normally open Mechanical No 120V 13A 1/2 hp 2.00 in 2.50 in. 1.50 in. 4.00 in. 240V 13A 1 hp 3.00 in. 3.00 in. 1.50 in. 4.50 in. • 4.00 in. 3.25 in. 1.50 in. 4,75 in. • C Model' Normally open Mechanical No 120V 13A 1/2 hp 2.00 in. 3.00 in. 2.50 in. 5.50 in. • 240V 15A 2 hp 3.00 in.' 3.50 in. 3.00 in. 6.50 in. 4.00 in. 4.00 in. 3.50 in. 7.50 in. 5.00 In. 4.50 in. _4.00 in. 8.50 in. • 6.00 in. 5.25 in. 4.25 In. 9.50 in. • D Model' Normally open Mechanical No 120V 15A 3/4 hp 2.00 in,c 3.00 in. 2.50 in. 5.50 in. 240V 15A 2 hp 3.00 in. 3.50 in. 3.00 in. 6.50 In, • 4.00 in. 4.00 In. 3.50 in, 7.50 in. • 5.00 in. 4.50 In. 4.00 In. 8.50 in. • 6.00 in. 5.25 In. 4,25 in. 9.50 in. • G Model Normally open Mercury Yes 120V 15A 3/4 hp 2.00 in. 1.50 in. 3.00 in, 4.50 in. 240V 15A 2 hp 3.00 in.' 1.75 in. 3.00 in. 4.75 in. • I 4.00 in. 2.00 in. 3.50 in. 5.50 in. • a Suitable for use with VCOM and MVP. b.Suitable for use with potable water. • c.Standard tether length • Notes • t State:normally open or normally closed 4 Drawdown • The default state of a float-normally open or normally closed-refers to the Drawdown(in inches)refers to the difference in liquid level between a float contact positions in the float when the float is resting(down).float switches switch's activation and deactivation points.Drawdown can be altered by • have an internal contact The terms-normally open"(N/01 and"normally adjusting the tether length of the float switch cord.When selecting float closed"(1V/C)refer to the state of the float switch contact in the down position. switches,keep in mind that any float switch that can directly start and stop • A normally open float switch has an open contact(off)in the down position and a pump(one that has no motor contactor in the control panel)should have a a normally closed float switch has a closed contact(on)in the down position. drawdown capability,to avoid rapid cycling of the pump. • Different panel functions require different types of float switches.Most appli- cations require float switches that are normally open.One notable exception is • the redundant off and low-level alarm function that requires a normally closed Every float has a nraxirm,rrr amount of current it can handle.Exceeding these float switch,except with MVP and VCOM panels. limits may cause premature failure.Signal-rated or"control"floats are used • to activate pump control panels and alarms.Only low amperage signals pass 3 Type through these float switches,hence the float switch is"signal-rated."All • Floats have mechanical or mercury contactor types.The important distinction Orenco panels that use motor contactors can use signal-rated float switches. between these is that mercury floats are not rated for potable water. In some systems,a float switch is used to directly start and stop a pump.in • 31R iintrinsically safe relay) this application,the current that is running the pump passes through the float Approved for use with intrinsically safe,Class I.Division 1 applications,where switch as well,and the float switch must be motor-rated."In most instances, • reliable float switch operation with very low current is required a motor-rated float switch can be used as a signal float switch. • NTD-MF-MF-1 m 2013 Orenco Systems"Inc. • Rev.1.2.0 07/13 Page 2 of 2 • • • • ,.... .7....... 0 • ..r.... • Float Switch Assemblies CO Greece Systems' • IrCDrpera!ed • • Installation, Operation and Maintenance Instructions • Model MF • Installation Instructions • The float switch assembly is typically mounted in the screened pump vault or effluent screen inside of a septic or dosing tank. • The assembly is detachable without removal of the screened pump vault or effluent screen. A typical float switch assembly is • shown below. • Step 1: • Each float cable is provided with a color marker. This marker indicates the 0 • ' function of the float. Make sure that your float cable color markers corre spond with the wiring diagram provided. If the wiring diagram does not Float function • match your float cable marker colors, contact Orenco Systems@ Inc. or 1 color marker • your local dealer for assistance. • Float stem • Adjustable float • collar • �. Stainless steel • 40 I set screw • Nilk • ' • �,�4 Float • ✓� • , • • • • Step 2: • To check for proper float switch operation,move each switch up and down and check for interference. Remove the assembly from its holding bracket • by snapping it out of the holding bracket. IFP.71/1111 • -<7" \ • ! ' • \ S! • � / — _ _ : ' • .• - • • • ©2003 Orenco Systems'Inc. SIN AIF 1 • BaIc 2.4.m 11/n4 • Pap 1 ell 4 • • • • • Installation Instructions (continued) • • ,-- Step 3: • 0 4 , --___ / If any float interferes with another,the float may be adjusted by loosening • r Th the stainless steel set screw provided in the float collar.Using a phillips • 1 screwdriver,slowly back the screw out of the collar to a point at which the collar may be adjusted. Be careful not to back the screw completely out of • <wo> , c7 the collar. Carefully rotate the collar on the stem until the float switches can • move freely past one another.Tighten the stainless steel set screw and recheck. • ��J �`� Warning: Be careful not to alter the the tether lengths of any of the floats. • �i; t�U tr. Alteration of the tether length may affect proper operation of the float `r ' + switch assembly. • r1a • V4 ., • WO ,I • • • Step 4: • 0 Check the float settings with the project plans and specifications. If the set- • it----.1 tings need to be adjusted,loosen the set screw as described in step 3. • Adjust the float switches to the desired level and tighten the set screw. j Make sure float level settings do not violate any state or local regulations. • Note: The float stem provided is the maximum length possible without • interfering with the pump minimum liquid level or screened pump vault At intake ports. Never lengthen the float stem without prior approval from • Orenco. Lengthening of the float stem will void the warranty. • • ir • I • • • i Step 5: • 0 r Replace the float switch assembly in the holding bracket. Make sure the • 1 assembly snaps fully into the bracket. •• . Step& � — To allow for easy removal of a float switch assembly, a 1" diameter handle • w may be added to the top of the float switch assembly. Measure the distance • from the top of the float switch assembly up to about one foot from grade level. Cut a 1" diameter PVC pipe to the measured length and glue it into the • handle. i • • • NIN-MF-MF-1 ®2003 orenee Systems'Inc. Rev.2.0,©11/04 Page 2 of 4 • • • • • Maintenance Instructions on Systems' • ncopxated 1.800.348-9843 • During the annual inspection,follow the testing procedures provided to ensure that the system is operating properly. If a float is • found to be faulty,either during the annual inspection or during troubleshooting after an alarm condition,see the section below • titled Removing and Replacing Inoperative Floats. • Removing and Replacing Inoperative Floats • • Important: Before doing any work either on the wiring to the level control floats and pump in the vault or in the pump control panel,switch the circuit breakers in the panel to their "OFF"positions;then switch off the power to the system at the service • entrance panel. • 1. Remove the float assembly from the vault. • 2. Using a Phillips screwdriver, remove the stainless steel screws from the splice box lid, being careful not to drop the screws into the tank. If the splice box was submerged, or if there is a crack in the conduit,there may be water in the splice box. If • this is the case, remove water from the splice box with a syringe, sponge,or other appropriate method. Loosen the cord grip at the splice box and verify the appropriate splice for the float. Unscrew the wire nuts and remove the float. • • 3. Remove the inoperative float and replace it with a new one. Push the float cable through the watertight cord grip into the electrical splice box. Leave an adequate length of electrical cord coiled inside the riser to allow for easy removal of the float • assembly. Do not remove the colored markers or the paper tags from the float cords, and do not try to thread the markers and • tag through the cord grip.Tighten the cord grip by hand, not by tool, then test the tightness of the cord grip by tugging on the cord.A cord is secure when the cord grip is tight enough to prevent slippage.An adequate length of cord should be left • within the splice box to allow for easy removal for future disconnecting and resplicing. • 4. Refer to document EIN-SB-SB-1 for instructions to splice the float wire to the wire from the control panel. Attach the float wires using the waterproof wire nuts. It is necessary to replace this wire nut with a new watertight wire nut. Always use • watertight wire nuts or heat shrink splice kits for all connections! • 5. Replace the float and collar and return the assembly to the pump vault. • 6. Reconnect power and test the unit. • • • • • • • • • • • • • • • • • NIN-MF-MF-1 ©2003 Orenca Systems Inc. • Rev.2.0,©11/04 Page 4 of • • • • • Orenco Technical Data Sheet • SYST EMS • I VeriComm® S_RO Control Panels • Applications Features' con't. • • VeriComm®Si RO and S2R0 remote telemetry control panels are used Communication and Alarm Management with on-demand simplex pumping operations, Coupled with the web- • Provides remote telemetry and a web-based monitoring applica- • based VeriComm Monitoring System,these affordable control panels tion for communication and alarm management(see VeriComm • give wastewater system operators and maintenance organizations the Monitoring System,NTD-CP-VCOM-1) ability to monitor and control each individual system's performance • Updates point values(including timer settings)and queued changes remotely,with real-time efficiency,while remaining invisible to the • during each host communication session homeowner. • • Contacts with host monthly; more frequently during alarm conditions • — . Multiple Communication Methods • Call-In to VeriComm®Host(phone line or optional high speed internet) • 77141 -Signals critical fault conditions that require immediate attention • . i C.< ,ii I •-` _ • (e.g.,pump failure)through automatic alarm notifications '•"' i!•''''" ■i N -Signals less-critical fault conditions(e.g.,stuck float switch)through • r •_ :zi ```` automatic alert notifications and triggers the panel's troubleshooting • • i i. • 'm —f: -. . logic and alternative operating mode ' -Sends updates through automatic update notifications,including alarm updates or all-clear notifications following alarms/alerts,as • I� J ' I M• well as normally scheduled monthly panel reports • a -1� -Allows manual,forced communication from panel to host for updat- ing point values and receipt of queued changes • 1 • Real-Time,Manual Direct Panel Connection • ; -Allows a local operator real-time access to detailed logged data • . and the ability to change point values through direct connection via • "'-" "` Typical Ver,Comrrr'S_RO Control Panel RS-232 serial port from a laptop or Android®device with optional • Standard Models:VCOM S t R0,VCOM S2R0 Bluetooth®kit -Allows a local operator to initiate an auto-answer mode in real-time • to access detailed logged data and the ability to change point val- • Features ues via direct,forced communication at the site Three Operating Modes Open-architecture software with password security is used during • • "Start-Up Mode"collects trend data and establishes operating stan- real-time,manual connections.Orenco offers BT-VCOM software as an • dards during the first 30 days of operation option,but VeriComm panels require no proprietary software.VT100 • "Normal Mode"manages day-to-day functions protocol allows access and control from a Mac or PC computer using a • simple communication program(e.g.,Windows®HyperTerminal),with • "Test Mode"suspends data collection and alarm reporting during multilevel password protection ensuring that only qualified personnel can • installation and service access the panel's data. • Data Collection and Utilization Status Light Indicators • • Compiles data logs of system conditions and events such as pump Flashing green LED for normal operation run times,pump cycles,and alarm conditions Yellow LEDs for status of digital inputs • Troubleshooting and Diagnostic Logic - Red LEDs for status of digital outputs and modem activity • • Reports suspected component failures,which then trigger alarms UL-recognized and FCC-approved • Advanced Control Logic • Activates system diagnostics in the event of a float failure or malfunc- • tion and maintains normal system operation until servicing can occur • • • For more information try our online demo at www vericomm net trio password required • Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•800-348-9843•541-459-4449•www.orenco.com NTD-CP-VCOM-4 • Rev.1.0,®06/18 Page 1 of 2 • • • • Orenco Technical Data Sheet • SYSTEMS • I t i� • `° O o • ___ " u o°,13 oo mil • o u E p ®d °8[Cr] �# III • i I r {} 0 u u • ui p • r, , T II \ I • \m / 0 p II 0 • of m • • Standard Components III Feature Specifications • 1.Motor-Start Contactor 120 V,16 FLA,1 hp(0.75 kW),60 hz;2.5 million cycles at FLA(5 million at 50%of FLA) . 240 V,16 FLA,3 hp(2.24 kW),60 hz;2.5 million cycles at FLA(5 million at 50%of FLA) 2.VeriComm°Remote ATRTU-100:36/18 VAC(center tap transformer);8 digital inputs,4 analog Inputs,4 digital outputs,0 analog outputs, • Telemetry Unit' on-board modem(2400 baud);LED input and output Indicators;1-year battery backup of data and program settings • 3.Toggle Switch Single-pole,single-throw,momentary manual switch;20 A,3/4 hp(0.75 kW) 4.Phone Line Surge Surge protection for phone line;DSL filter for lines that also carry DSL service;connection to panel via RJ11 jack • Arrestor/DSL Filter or terminal block • 5.Controls Circuit Breaker 10 A,OFF/ON switch;single-pole 120 V;DIN rail mounting with thermal magnetic tripping characteristics(240 V units are available for international markets) • 6.Pump Circuit Breaker 20 A,OFF/ON switch;single-pole 120 V or double-pole 240 V;DIN rail mounting with thermal magnetic tripping characteristics 7.Fuse 250 VAC,1 A • 8.Transformer 120 VAC primary,36 VCT @ 0.85 A secondary • 9.Audible Alarm 95 dB at 24 in.(610 mm),warble-tone sound • 10.Visual Alarm 7/8-in.(22-mm)diameter red lens;"Push-to-silence;"UL Type 4X rated,1 W LED light,120 V 11.Panel Enclosure Measures 13.51 in.high x 11.29 in.wide x 5.58 in.deep(343 mm x 287 mm x 142 mm);UL Type 4X rated;constructed of • W-resistant fiberglass;hinges and latch are stainless steel • VCOM-S1 RO 120 VAC,1 hp,16 A,single-phase,60 Hz • VCOM-S2 RO 120 VAC,1 hp,or 240 VAC,3 hp;16 A,single-phase,60 Hz • 'See VenComm®Monitoring System(NTO-CP-VCOM-1)for details. • Optional Components • Feature Specification(s) • Product Code Adder Pump Run Light 7/8-in.(22-mm)diameter green lens.UL Type 4X rated, 1 W LED light, 120 V PRL • Heater Anti-condensation heater;self-adjusting:radiates additional wattage as temperature drops HT • Additional options available on a custom basis.Contact Orenco Controls for more information. • • NTD-CP-VCOM-4 Orenco Systems°Inc.,814 Airway Ave.,Sutherlin,OR 97479 USA•B00-348-9843•541-459-4449•www.orenco.com Rev.• Page 2 012 • 0 • • . ch Filter ammir r Website: {s{c{{'.gaQ simtech.com 1455 Lexamar Drive el Email: sales(dgag-simtech.com Boyne City,MI 49712 Fax: 231-582-7324 taltOffice: 231-582-1020 Toll Free: 888-999-3290 • Sim/Tech Filter's Last Line of Defense • The 100 Series Pressure• Filter • • For more info and to The Sim/Tech pressure filter, with its unique design see videos,visit • and mounting location,allows the filtering screen to www.simtechfilter.com • be scrubbed during pump operation, providing • maximum maintenance intervals with unmatched . performance capabilities. • The filter screen is a type 316L stainless steel with .062" (1/16")diameter holes. Optional socks • are available for finer filtration. The screen is 3 • inches in diameter and 18 inches long, with 41 • open area. This large open area (69.52 square inch- es) allows the filter to operate at up to 83.8 gallons • per minute at 1 psi. With features like these even a 11 95% plugged screen will keep your pressurized sys- • tem well protected and working properly. • This performance product assures quality effluent . with lower TSS levels, keeping your pressurized systems functioning at 100% efficiency. • Engineers and designers can specify the Sim/Tech • pressure filter to safeguard and assure systems will • Vortex Action function as designed now and in the future. • The Sim/Tech pressure filter is perfect for • both residential and commercial applications. • High flow-rate manifold. Multiple filters can be • assembled into a manifold to Iaccommodate high flow-rate or 0 high strength effluent systems. .8 gpAtmthe, headlossmax foraflow-rate cleanof83 filter • is .21 psi or 1/2 foot and head- • loss for a 95% plugged filter • is .85 psi or 2 feet. • Q. / iN•ulh•.h.�•!.1171/•1411 fXNMbM/ft M!till V•r.rwri hi r•!k.•r mitr.rp.l.•r.•�rlw�r l drr•. • For tti privtPctlors arsd performarscti of wastewater s&f -rams by • NI tech- cInn �afki igratiM • 2 REQUIRED • 0 0 • a /= awaiJgj • • _ Toll Free: 888-999-3290 FL: • • • STF-104TN 100 micron Installation Instructions • Thermal Nylon Filter Sock • • Before Sock Installation: Wire Handle • If you have a standard filter screen with a wire handle installed • '• in it, straighten out the 90 degree bend in the wire on one side • 90 a.•ree bend ; and pull the wire out of the handle from the other side. • • Step 1 Insert sock into the filter screen so that equal lengths stick out of both ends. • Tips: • _ _ Fold the sock in half(the long way)before inserting into the screen. . The end of the sock marked as"top"should be sticking out of the top of • the filter screen (the end with the larger flange). • • Step 2 Wrap sock material around top of filter screen and secure with o-ring. • Tips: 11 • .� The o-ring will secure the sock in place during use and will allow for the " # sock to be pulled tight during installation. • - • • Step 3 Wrap sock material around bottom of filter screen and secure with o-ring. • Tips: • .. The sock material should be pulled tight, although there will still be some • wrinkling even when it is tight. • • Step 4 Look through end of filter screen and confirm that sock is not twisted. • Tips: • If sock is twisted, grab the sock over one of the flanges and twist until • _ sock is straight. • • Step 5 Dispose of the old filter sock in accordance with state and local regulations. • • Important Notes: • Socks filter out much finer solids than the filter screen and will most likely require • more frequent service depending upon the application. • If choosing to reuse the sock, make sure that there is no visible damage to the sock. • • Toll Free: 888-999-3290 • Fax: 231-582-7324 • E-mail: sales(a`gag-simtech.com • www.simtechfilter.com • • • ! • ! ter , • �7111` 1JiE Ftit- • Toll Free 888-999-3290 Mailing Address (Vice 231-582.1020 • 1455 Lexamar Drive,Boyne City,MI 49712 Fay 231-582-7324 Email simtech(a)freeway.NET • Web www.gag-simtech.com • INSTALLATION & SERVICE INSTRUCTIONS • INSTALLATION: When installing an STF-100, screw filter into discharge port of any pump that has a 2" National Pipe Thread. • Pumps with a smaller discharge port may be adapted to fit. When installing an STF-100A2 a tailpiece and male • adapter will need to be added to the inlet end of the filter to the desired height and a 2" union will need to be added to the outlet end of the filter. Always install the filters in a position where they can be easily serviced. • "Always use caution when starting threads to avoid cross threading". Plumb force main into the 2"sch 80 PVC union. "We recommend that the union remain together during gluing to insure that glue or cleaner does • not ruin 0-ring or sealing surface**. • SERVICE: • Service of filter screen is dependent on usage as every system is unique. For most residential systems we recommend inspecting the filter within the first year to determine the necessary service intervals for the filter. In ! high volume systems we recommend inspection within the first 6 months to determine necessary service • intervals for the filter. Once the service interval is determined it should be consistent unless something changes in the system. Always inspect the filter screen for any damage or corrosion and replace if necessary. If our • STF-101 service alarm switch has been installed and adjusted properly it will alarm when the filter requires ! service. It should be serviced no less than when periodic pumping of the septic tank and pump chamber is performed. Servicing will be more frequent if using any one of our optional filter socks (600 micron, 150-190 ! micron, and 100 micron). Check your local health department for septic system servicing recommendations. ! If the screen becomes clogged before the periodic pumping requirements, a high level alarm or light will • indicate the need for service. If system is equipped with a "pump on light"that stays on longer than normal, this also may indicate a need to service filter. ! ! To service filter screen, unscrew the 4"cap. Pull filter screen from canister and wash out thoroughly in appropriate location with proper protection. In some cases an additional filter screen allows quicker service • allowing the dirty filter to be washed later at the shop. Note that in cold conditions the filter cap may be difficult to remove. Keep the filter in a warm area or pour warm water over the cap before removing. Once the filter is • installed in the tank it maintains a stable temperature and removing the cap will not be a problem. • If the system is equipped with our Service Alarm Switch, the filter screen does not need service until the Service Alarm Switch activates a light or audio alarm. We still recommend that the filter be inspected once a year for damage or corrosion. • • NOTE: The total dynamic head loss of the system must be increased by 0.5 feet of head to overcome friction loss through the filter, ! SERVICE ALARM SWITCH lb The alarm switch is available in three pressure ranges, low head, medium head, and high head. Installation . is simple, on SIM/TECH FILTER systems, remove '/4" plug from base of filter chamber and connect tube fitting. Next, run the tube up into the tank riser and connect to service alarm switch. The alarm switch is fastened to ! the side of the riser via the nylon strap provided. Run alarm wire to alarm box. The service alarm switch can be • wired with its own alarm or with the high water alarm. Pressure adjustment is made by removing the end plug, and inserting the 7/32 alien. Clockwise increases ! pressure. One turn equals approximately 3 PSI. The low head alarm switch comes factory preset at 8 PSI and • is completely field adjustable within it's range (3 to 24 PSI). We recommend the use of a ball valve when using an alarm switch. Once you have installed the filter and alarm switch, the ball valve can be closed off to simulate • a plugged filter so that you can make sure the alarm switch is working correctly. ! 'TRY OUR LID/SCREEN REMOVAL WRENCH. Our wrench holds filter lid firmly and hooks • screen for easy removal and installation. Made of PVC plastic. ID Installation Service Instructions.doc ! ! ! • • • • • •• Design, Installation and • • Maintenance • • of the • • T & JPanel • • Wastewater Treatment System • • • • • • • • • • • • • • • A Better Quality Effluent • • • Environmental Health Specialists • • Septic Tank Installers • • • • Updated 2020 • • • • • • • • • • TABLE OF CONTENTS • • • Environmental Health Specialists — pg. 2 — pg. 5 (System Design & Inspection) • • Installers — pg. 6— pg. 11 (System Installation) • • Resources — pg. 12- pg. 18 (Installation/Design Resources & Illustrations) • • • Introduction • Although this manual is sectioned for specific user groups, we at T&J Panel suggest you familiarize yourself with the complete manual. Please visit our website at www.TJPanel.com for more resources • regarding design, installation and maintenance of T&J Panel Systems. All of the resources provided • in this manual are available online to print. The most current and up-to-date version of this manual is • posted on our website at www.TJPanel.com and supersedes all printed editions. For further discussion of this manual, please reach out to our office at 704-924-8600. • • Company Information • Office: 269 Marble Rd. • Statesville NC, 28625 T & J • Office Phone: 704-924-8600 • Office Fax: 704-924-8681 • Website: www.TJPanel.com Email: Info@tjpanel.com • Brad Johnson: 704-880-7697 • Brad@tjpanel.com • Feel free to contact us with anyquestions regarding ordering, installation,• $ $ $, design,maintenance or any other matter regarding the T&J Panel System. • • Installer Training • While T&J Panels does not require a product specific installer certification, it is our goal to train • installers to correctly install a panel block system. If it is your first time installing, inspecting, or • designing a system,please do not hesitate to reach out to us,or to ask us to include the installer training • for your job. Installation training will send a company representative to your jobsite to discuss the panel block system and how to properly install them. T&J Panels recommends an installation training • for each orientation of the panel block system (both horizontal and vertical). Contact our offices to • schedule your install training at 704-924-8600. • • - 1 - • • S • • • • ENVIRONMENTAL HEALTH SPECIALISTS • • System Desien • • The primary reason for permitting the panel block system is because of insufficient space for a conventional system. Panel block systems are included in the North Carolina Sewage Regulations • [10NCAC 10A.1956 (3)(a)(ii)] [15ANCAC 18E .0905] as a modified conventional system. The • panel block system should be considered when: a quality effluent may be needed, space is limited, • usable soil is limited, or there are indications that at some future time space may be needed for other • development. When there is a trend for added development such as additions to homes, pools or other special landscaping development,a T&J Panel System may prevent insufficient space later. • As the Environmental Health Specialist who is designing a system, you can foresee such a trend of • continued development,the panel block system may be an option the property owner would like to • utilize. As noted in the regulations, a PPBPS (Prefabricated, Permeable, Block Panel System) is permitted • where soils are suitable, provisionally suitable, or reclassified provisionally suitable; however, only • one half of the area needed for a conventional system is required. This is one reason the panel block • system can help you utilize the best soils available on the lot. The minimum soil depth required for horizontally installed Panel Systems is 26-inches,whereas the minimum soil depth required for • vertically installed Panel Systems is 34-inches (minimum depths require 6"of suitable soil cover). • The system can be gravity fed, pumped to a pressure manifold and gravity fed into the lines,or . pumped to low-pressure panel lines. Most of the concepts for a panel block system layout are the same as for a conventional system; the biggest difference being the aerial area needed and the quality 0 of effluent being introduced into the ground. • T&J panels can be installed as either gravity, pump to gravity, pump to pressure manifold, or • lowpressure pipe distribution system. When designing a pressure system,the principles of low- pressure distribution are as described in the LPP manual. There is further discussion on pressure • systems on page 11 of this manual. • Conversion • A three-bedroom house with a 0.4 gpd application rate. (The first three steps are the same as for the conventional system.) • • 1) 120 gallons per bedroom X 3 bedrooms=360 gallons per day design flow rate. 2) 360 gallons' flow rate/0.4 application rate=900 sq. ft. of conventional trench bottom. • 3) 900 sq. ft. /3 ft. wide trench= 300 linear feet of conventional system. • This conventional layout requires 2700 sq. ft. of area on the lot with another equal area of repair • space for a total of 5400 sq. ft. of suitable usable area. To calculate the size of the T&J Panel • system,the above calculations must be made with an additional fourth step as described in • [1 ONCAC 10A .1956(3)(a)(ii)(B)] for a PPBPS,(T&J Panel System). • -2- r S • • • • • 4) 300 linear feet of conventional system X 0.5 for a horizontally or vertically installed • 16inch panel block system = 150 linear feet of T&J Panel System. • A panel block system requires only a 1200 sq. ft. area on the lot for the system with an equal area for • repair,a total of 2400 sq. ft. With the panel block system, the installation and repair can go into the same area as the initial area required for a conventional gravel trench system. • • Window Effect • To prevent hydraulic overload in the soil, aerial space should always be a consideration for any • system. However, it is especially notable with panel block systems, as with any system,that reduces • the size of the aerial area drain field. The following is a simplistic example of this concept: • • J • • • MOST DESIRABLE LESS DESIRABLE • • While both systems have the same linear footage of trench,the second diagram is a less desirable • design. The effluent must pass through the area A-A' which can cause a strain on that area and • even a failure because of hydraulic overloading. • Distribution • • In the incorrect example below, the aerial space is good and the chance of hydraulic overloading • is greatly reduced. However, downline distribution in a long single trench fed from only one end, will not give optimum treatment. In the correct example we see that the trench has been fed • from multiple points. Because the panel lines are put in as level as possible(never exceeding 1/4 • inch of drain line fall in 10 feet of run), they feed both ways equally. T&J Panel recommends • that no gravity line exceed 50 feet unless it is fed from multiple points. T&J Panel recommends that line lengths between 50 and 70 feet utilize a pressure manifold to gravity, and that lines • exceeding 70 feet utilize low-pressure distribution. (These are best practice,but not required) • Line exceeding 50ft. Line exceeding SOft. • • • • • (Correct) (Incorrect) • Any questions regarding the optimal distribution method for your system design, please contact our • office. • - 3 • • • • • Calculating Panels per Trench • • To calculate the number of panels needed for a 150-foot line, multiply 150' X 12"= 1800", then • divide by 52"which is 46 inches for the panel and 6 inches for the space between the panels in the trench. 1800"/52"=34.6 panels;therefore, you would call for 35 panels. If there is to be • more than one trench,the sizing of the lines should be as equal as possible with as close to the • same number of panels in each trench as is practical. A material order chart is available on page • 15 of this manual. • Backfill • • Backfill sand shall be a clean, screened, medium-grade sand that is naturally-occurring. • Acceptable sands are sands that are suitable for the production of ready-mix concrete and clean • of organic debris and stone. Sands dredged from rivers and creeks can be used, if gradation is sufficient to be blended into ready-mix concrete production. Product description includes,but • is not limited to: Concrete Sand, NC-2S Sand, ASTM C-33 Sand, FA-10 Sand and Grade"A" • Sand. Product suitability is important and T&J Panel, Inc.will help answer any questions. • • S.A.P. Sand Alternative Product: is the geotextile fabric inside each panel for quality control • and downline and horizontal distribution. (this takes the place of medium blasting sand) • Foam Sealant/Tar Seals • • The drawings below illustrate the outer and inner seal. Note that while the outer seal is a • complete seal,the inner seal is only up to the top of the connecting pipe. This is to allow for • over flow of the effluent into the sand at peak use. These seals can be inspected by lifting the caps at the ends of the panels while inspecting the system installation. GE Foam Sealer is an • approved alternative to tar for these seals. Care should be used not to glue the caps down with • the use of GE Foam Sealer. When using GE Foam Sealer, special care should be used n the • inner seals of the panel not to over fill or under fill this seal. The inner seal, if sealed off completely, will restrict the overflow reservoir. • • Vertical Installation Inner Seal • Inner Seal - . • II+urii ontal Installation • :1 il ill ill . lillb • Outer Seal 1i • j. Inner Seals Outer Seal • 0 I IIPP40°ll17 ' 4 " ' Outer Seals Ild • . . . >1:.°A. : • • , • • • • • • • Trench Preparation • • Trench grade should be established so that backfill cover will be four to six inches over the tops • of the panels. (Note,on severe slopes, system depth should be adjusted to protect against breakout of effluent.) In soils containing clay, the trench side walls should be raked to bring • slicked over areas back as near to original structure as possible. A light dusting of lime on the • sidewalls will help restore the soils back to their original structure. • (At grade installation systems are required to bring in 6"of topsoil suited for vegetative growth) • Final Inspection • • The following list of key points are things that an inspector should look for when issuing a • completion permit: • 1) Were panels installed horizontally or vertically, according to the permit? • • 2) Is the depth of the panels within guidelines? • 3) Are drain lines level or less than '/4 inch fall in ten feet? • • 4) Have seals been properly constructed? • 5) Was the proper sand used in the trench backfill? • Is the sand clean?(i.e. free of debris, large organics, leaves, etc.) • Has the sand been screened?(to a medium-grade, not too fine, free of large rocks) • Is the sand naturally-occurring? (i.e. from a river, creek, sand pit, etc., not manufactured) • 6) if in soils where clay is present, were the sidewalls raked and limed? • For Pumped Systems • • 7) Have pump size, head pressure and dose cycle been properly sized and set? Set dose cycle for 3.6 gallons per panel with pressure distribution • Set dose cycle at 3.6 gallons per vertical panel and 7.2 gallons per horizontal panel when • pumping to pressure manifold and gravity feeding. • 8) Record field data on operations permit. • • • • • • • • • - 5 • • • • • INSTALLER • • The Panel Block System • Generally,on level open land, a panel block system can be installed in about the same amount of • time as a conventional system; however, traditionally, panel block systems have been installed where space and topography have restricted the use of a conventional system. For this reason, • panel block system installations require more time. Many installers enjoy the change of working • with panels, not handling gravel, and the satisfaction of knowing a better quality, long-lasting system has been installed. • • Ordering Materials • • T&J Panel partners with suppliers to ensure panel block systems are available statewide. Please be sure to let your supplier know what installation method you are utilizing, as this will affect the • amount of materials needed for the system. For information on the distributor located closest to • you,call 704-924-8600 or email info@tjpanel.com. • Installation Tins • • Installation for multiple line systems should begin in the most confining area and be worked to • the more open areas. • • • 5 4 3 2 1 41. • • • • • lake • • • Above is an example of a multiple line installation. As you can see, the installation should begin • with the line marked I and proceed to 2, 3 then 4. This procedure will greatly ease material • handling and backfilling. (Note, sections of the drain lines should be left uncovered to allow for inspection of lines when area is confined and return access to lines is limited.) • • • Most Panel Systems are currently used due to space considerations and • caution should be taken to preserve suitable soil structure and site conditions. • • - 6 - • • • • • Below are two examples of drain lines on sloping lots. The second drawing shows the drain line • going through a slope making the center of the line deeper in the ground, resulting in an • undesirable situation. The first drawing shows the drain line going around the slope (on contour) • keeping the trench depth and cover uniform for the entire length of the line. On slopes, care should be given to avoid cutting away valuable topsoil in an effort to make straight lines. The • panel line should be installed on grade with the contour of the natural slope. Panel lines can be • curved to almost any degree. • • • • • • CORRECT 1NCORREC T • • • Dissine the Trench for Vertical Installation • Start by shooting the grade and marking the contour. For a 16-inch,vertically installed panel, • add 28 inches to the shallowest or lowest grade(22 inches for at grade installations with area soil • cap)that the trench must cross to obtain the trench bottom grade. Dig the trench at the elevation • derived, checking the grade frequently. The trench should be a minimum of 2 feet wide. With the trench open,all sidewalls should be raked to bring smeared areas back to their original • structure before a light dusting of lime is applied. Place a 6-inch layer of appropriate backfill • sand(clean, screened, naturally-occurring sand) in the trench and level to grade. Place a 1 x4 or • 1 x6 board (does not have to be treated) flat on the top of the 6-inch layer of sand. Once more, • check the grade of the trench by shooting the top of the board. Once the grade boards have been set, the panels may be set into the trench by hand or by using the backhoe. Each panel weighs • about 140 pounds and placement by hand goes quickly. The panels should be placed about 6 • inches apart in the trench to obtain equal spacingGE Foam Sealer or tar seal rope should be • placed in the bottom of the U outs to form seals around the pipe as shown in earlier drawings. Once the GE Foam Sealer or tar seal rope is in place, a 24-inch section of 2inch PVC pipe (for gravity distribution, see page 11 for pressure distribution instructions) is cut to span from the • middle top chamber of the first panel to the middle top chamber of the next panel. Any tar seal • rope that is used should be of tar or butyl that is soft and pliable to obtain a watertight seal. Now • that the connection and sealing is complete, a cap block is placed on each end of the panel, covering all openings(these will be delivered with the panels). The cap block may well serve as • an inspection port at some future date. The trench is ready to be backfilled to the top of the • panel with the same backfill sand used in the trench bottom. With the sand to the top of the • panel,trenches should be left for the sanitarian to inspect. Soil cover should be added after the final inspection. (At grade installation systems are required to bring in 6"of topsoil suited for • vegetative growth) • • • • • - 7- • • • • • • • • Materials Chart for Vertical Installation • • Materials needed: - One can of GE Foam Sealer per five panels • or • Three feet of half inch tar seal rope per panel • - Two feet of 2-inch SCH40 pipe per panel (for gravity distribution), • or same linear feet as line layout of pressure system of 1 '/a inch or 1 '/A inch • pipe. Add pipe for tie in of lines to tank and house. • • • - Same linear feet of 1 x4 or 1 x6 as line length • • - Bag of powder lime when in clay soil • • Vertical Installation • Panel and Backfill Sand totals for a Vertical Installation trench. • (Add 50%more for a 3-foot-wide trench with vertical installation) • 50 LF— 12 panels 130 LF—30 panels • 81/4 tons sand 21%2 tons sand • • 60 LF— 14 panels 140 LF —32 panels • 10 tons sand 23 tons sand • 70 LF— 16 panels 150 LF—35 panels 11%2 tons sand 25 tons sand • 80 LF— 18 panels 160 LF—37 panels • 131/4 tons sand 26'/2 tons sand • • 90 LF—21 panels 170 LF—39 panels • 15 tons sand 28 tons sand • 100 LF—23 panels 180 LF —42 panels 16%2 tons sand 30 tons sand • • 110 LF—25 panels 190 LF—44 panels • 181/4 tons sand 31'/2 tons sand • 120 LF—28 panels 200 LF—46 panels • 20 tons sand 33 tons sand • - 8 - • • • • • • • • • Shallow Soils Solution • *** Please Let Your Distributor Know If You Plan To Use Horizontal installation***(This • will change the amount of materials needed to complete your job) • Diuina the `french for Horizontal Installation • • Start by shooting the grade and marking the contour. For a 16-inch panel, horizontal installation, • add 20 inches to the shallowest or lowest grade(14 inches for at-grade installations with area soil • cap)that the trench must cross to obtain the trench bottom grade. Dig the trench at the elevation derived,checking the grade frequently. The trench should be a minimum of 3-foot-wide(9 feet • on center). With the trench open, all sidewalls should be raked to bring smeared areas back to • their original structure before a light dusting of lime is applied. Place a 6-inch layer of • appropriate backfill sand(clean, screened, naturally-occurring sand) in the trench and level to grade,then place a 1 x6 inch board flat on the top of the 6-inch layer of sand. Once more check • the grade of the trench by shooting the top of the board. Once the grade boards have been set, • the panels may be set into the trench by hand or by using the backhoe. Each panel weighs about • 140 pounds and placement by hand goes quickly. The panels should be placed about 6 inches • apart in the trench to obtain equal spacing. At the beginning of each line, install an Entry T(for gravity distribution)to divide the gravity flow,as close to the beginning of the first panel as • possible. GE Foam Sealer or tar seal rope should be placed in the bottom of the U outs to form • seals around the pipe as shown in earlier drawings. Once the GE Foam Sealer or tar seal rope is • in place, a 24-inch section of 1 '/2 inch PVC pipe(for gravity distribution, see page 11 for pressure distribution instructions) is cut to span from the inside of the two chambers to the inside • of the two chambers in the following panel. Any tar seal rope that is used, should be of tar or • butyl that is soft and pliable to obtain a watertight seal. Once the connection and sealing are • complete,a cap block(delivered with all panels)is placed on each end of the panel covering all • openings. The cap block may well serve as an inspection port at some future date. The trench is then ready to be backfilled to the top of the panel with the same backfill sand used in the trench • bottom. With the sand to the top of the panel, trenches should be left for the sanitarian to • inspect. Soil cover should be added after the final inspection. (At grade installation systems are • required to bring in 6"of topsoil; suited for vegetative growth) • • • Most Panel Systems are currently used due to space considerations and • caution should be taken to preserve suitable soil structure and site conditions. • • • • • • • - 9 - • • • • • *** Please Let Your Distributor Know If You Plan To Use Horizontal Installation*** • (This can change the materials needed to complete your job) • • Materials Chart for Horizontal Installation Materials needed: - Five feet of half inch tar seal rope per panel • or • -Two cans of GE Foam Sealer per five panels • - Two pieces of two feet long 1 'h inch SCH40 pipe per panel(for gravity distribution),or • two times the linear feet of line layout of pressure system of 1 1/4 inch or 1 '/ inch pipe. • Add pipe for tie in of lines to tank and house. • • - Same linear feet of lx6 as line length • • - Bag of powder lime when in clay soil • Horizontal Installation • Panel and Backfill Sand totals for a Horizontal Installation trench. • 50 LF- 12 panels 130 LF-30 panels • 81/4 tons sand 21%tons sand • 60 LF- 14 panels 140 LF-32 panels 10 tons sand 23 tons sand • • 70 LF- 16 panels 150 LF- 35 panels • 11'/2 tons sand 25 tons sand • 80 LF- 18 panels 160 LF -37 panels • 131/4 tons sand 26%z tons sand • 90 LF-21 panels 170 LF-39 panels • 15 tons sand 28 tons sand • • 100 LF-23 panels 180 LF-42 panels • 16'/a tons sand 30 tons sand • 110 LF-25 panels 190 LF-44 panels 181/4 tons sand 31%2 tons sand • 120 LF-28 panels 200 LF -46 panels • 20 tons sand 33 tons sand • • • Pump to Pressure Manifold Gravity Feed • - 10- • • • When pumping to gravity feed,the vertical panel should be dosed at 3.6 gal per panel and the • horizontal panel should be dosed between 5 gal to 7.2 gal per panel. The outer and inner seal on • the first panel in each line should be a full seal. The maximum flow per tap on a vertical panel • should be 12.5 gpm and 17.7 gpm on horizontal panels. • Low-Pressure Distribution • • The LP Panel uses technology similar to that of Low Pressure Pipe(LPP) Systems. The tables and distribution design described in the LPP manual, in most regards, is applicable to • the pressure Panel System. The system should be used with two to four feet of head. In many • respects, a LP Panel is similar to an LPP with the holes discharging into the panels. In both • horizontally and vertically installed pressure dosed panel systems, valves should be banked in a valve box and turn-ups should be neatly capped, covered and labeled for future service. Pump tanks should be constructed as shown in the drawing on page 14 to allow for service • and repairs. • • Vertical Panels with Pressure Distribution • The dosing cycle for the vertical Panel System is designed to pump enough effluent to fill the top chambers of all the panels in the system. The top chamber of a 16-inch panel holds 3.6 gallons, • before promoting downline distribution to the next panel. When the system has 34 panels and all • holes are the same size,you would multiply 34 X 3.6 to get 122 gallons per dose cycle. The holes are drilled in the distribution pipe, one hole per panel. These holes are drilled, alternating • between the 10 o'clock and 2 o'clock positions on the pipe in each panel. Special care should be taken to ensure that only one hole is drilled per panel. These holes are alternating between 10 • o'clock and 2 o'clock every panel to prevent hydraulic overload of one side of the trench. These • pipes are then placed so that the effluent is pumped into the top chamber of the panel. If the hole sizing changes in the system,the pump cycle is set by the hole that is discharging the fastest. Horizontal Panels with Pressure Distribution • The dosing cycle for the horizontal Panel System is designed to pump enough effluent to fill an • inner chamber in all the panels in the system. Each chamber of a 16-inch panel holds 3.6 • gallons. When the system has 34 panels and all holes are the same size, you would multiply 34 • X 3.6 to get 122 gallons per dose cycle. The holes are drilled in the distribution pipe, one hole • per panel. These holes are drilled, alternating between the 10 o'clock and 2 o'clock positions on the pipe in each panel,while also alternating between the left and right chambers within the • panel. Special care should be taken to ensure that only one hole is drilled per panel. These holes • are alternating between 10 o'clock and 2 o'clock every panel,as well as alternating between the • left and right chambers to prevent hydraulic overload of one side of the trench. These pipes are then placed so that the effluent is pumped into the inner chambers of the panel. If the hole sizing • changes in the system,the pump cycle is set by the hole that is discharging the fastest. • • Please feel free to contact a member of T&J Panel with any design, installation or • maintenance questions related to an LP Panel or Pressure Manifold system • Flow Chart of Various Orifices and Pressure Heads • • • - 11 - • • • FLOW CHART OF VARIOUS ORIFICES AND HEAD PRESSURES • • • Head - OrlficeSlze Here you will find a pressure head • Pressure 3r32• 1/8" 5r3z' 3/16" 7l32"1/4"9/32" 5/,�„13� •table to help in flow design of K. 09a" .125" ,56".168" .219".250".261" -313".344'.375"your LP Panel system. These • 2.0 .15 .26 .41 .59 80 1 04 1.32 1.63 1.97 2.34 1.11.11.111. 27 .42 .00 .82 1.07 1.35 1.67 2.02 2.40 numbers are a guide to help you in • 2.2 .15 .61 2 46 selecting the right flow for your • .27 .43 system. We have found that in 2.3 .18 .28 .63 1 _ _2,07, • 1.41 most systems the 5/32"and 3/16" 2.4 .18 .64 2.57 hole at 2 to 4 feet of head pressure • .29 .46 works the best in giving a pump • 6 1.44 1.78 2.16 cycle of more than 5 minutes and • 2 6 .17 .67 2.87 keeps the same maximum top • 3o a chamber flow load as sited on the .68 1.5 5., previous page. • 2.8 .17 .09 2.77 • 31 .46 2.9 .18 .31 .49 .71 .93' • 1'95 GPM ,• 30 .72 2.87 32 .50• .51 .73 1.62 1.99 1 • . .64 Z 3.2 .19 .74 1.01 2.97 • .33 .51 -*' .76 1.02 1.87 2.06 2.49 3.01 • • 1.89 2.09 2.53 • 3.4 .19 .76 • r-1 :!ill:: .34 .63 0 •54 .78 1.06 1.72 2.12 2.57 3.10 1.74 2.15 2.81 • 3.6 .20 .79 1.07 3 • .35 .14 . _ . .55 Siril.T.09 1.77 2.18 2.64 3.19 • 1.79 2.21 2.68 • 3.8 .20 31 1,10 +1+ .36 .65 • 1.11 1.82 2.24 2.72 3.27 1.84 2.27 2.75 • 4.0 .21 .37 .58 .83 1.13 1.47 1.87 2 3C 279 3 32 • PRESSURE MANIFOLD TAP FLOW • • Head SCH 40 Tap Diameter SCH 80 • Pressure 112' 3/4" 112" 3/4" • tt. 0.622 0.824 0.548 0.742 • 2.0 7.11 12.50 5.48 10 10 • • 2.2 7.46 13.10 5.75 10.60 • 2.4 7.79 13.70 6.00 1110 • • - 12- • • • • • 2.6 8.11 14.20 6.25 11.50 This chart will assist you in • determining the proper tap sizes • 2.8 8.62 14.80 Gallons 6.48 12.00 hen you have to pump to a . sressure manifold in a gravity 3.0 8.71 15.30 6.71 12.40 system. • 0 3.2 9.00 15.80 6.93 12.60 • 3.4 9.27 16.30 7.15 13.20 • 3 • 3 6 9.54 16.70 7.35 13.60 • 3.7 • 3.8 9.80 17.20 7.55 14.00 • • 4.0 10.10 17.70 7.75 14.30 • • • • • Pump Sizing • • Below is a chart to aid in head selection due to friction loss in PVC pipe. In calculating friction, • be sure to add 20% for loss in fittings. In the chart below, friction loss is per 100 feet of pipe. • The head created by friction loss is added to the elevation head of lift from the bottom of the pump tank to the top of the highest turn-up. • • • Pipe Diameter • Flow 1" 1 1/4" 1 1/2" 2" 3" 4" • GPM Friction Loss(100ft) • 1 .07 • 2 .28 .07 • 3 .60 .16 .07 • 4 1.01 .25 .12 • 5 1.52 .39 .18 • 6 2.14 .55 .25 .07 • 7 2.89 .76 .36 .10 • 8 3.63 .97 .46 .14 • 9 4.57 1.21 .58 .17 • 10 5.5 1.46 .70 .21 • 11 1.77 .84 .25 • 12 2.09 1.01 .30 .07 • - 13 - • 0 • • 13 2.42 1.17 .35 .08 • 14 2.74 1.33 .39 .09 • 15 3.06 1.45 .44 .10 • 16 3.49 1.65 .50 .11 • 17 3.93 1.86 .56 .12 • 18 4.37 2.07 .62 .16 • 19 4.81 2.28 .68 .23 • 20 5.23 2.46 .74 .30 • 25 3.75 1.10 .39 • 30 5.22 1.54 .48 . 35 2.05 .58 .07 40 2.62 .81 .09 • • 45 3.27 1.08 .12 • 50 3.98 1.38 .16 60 1.73 .21 • 70 2.09 .28 • 80 .37 0 90 .46 • 100 .55 • • • • • • • • • • • • • • • • • • • • • • - 1 4 - • • • • • ,,.. • • • 1 'P, • • } - I j • ca a • • �? -..1• \ i 1 • I i f t' m,,, a - \\ 111 • W 114. u> w o ti i um W>li w 0 ( 1 , D ; ....... 1 1 L$1 El 1. • _g „o N 0O w W • s u1 C J IT N W • ■ a 4C Y • *'lit la N LW IA' °` fhttES Q - J CI=• - N WWW PQ N b a. La sl rc • IL 11 < QI° N W*• 113111i f °4 - ua • Siliti8UIh � s• � a • r o • } i N gllW Fo I• .c S z • i • • • 10. • - 15 - • • • • • T&J Panels Jobsite Worksheet • • Homeowner/Job Name: County: • Address: • System Description (Distribution type, total lines, line lengths, etc.): • • • MATERIALS CHECKLIST: • 2" Pipe • • Vertical T&J Panels(Caps included) • Horizontal T&J Panels(Caps included) AVAILABLE FOR • GE Foam Sealer(amount varies based on installation method) PURCHASE FROM T&J • Medium Sand Blasting Sand(amount varies based on installation method) PANEL. • Powdered Lime • Entry T(per line, Horizontal Installation ONLY) 1 %"Pipe • I '/." Pipe • • Fittings for Pipe • Backfill Sand(Clean, Screened,Naturally-Occurring,Concrete Sand,or ASTM-C33,NC-2S, • FA-10 and Grade"A" Sands) • Be sure to use the correct backfill sand material. Contact our offices for backfill sand sources or with • any questions regarding backfill sand material. • 1x6 Board(Does not need to be treated) • ADDITIONAL PRODUCTS THAT MAY BE NEEDED FOR COMPLETITION: • Septic Tank Gallon • Pump Tank Gallon • • 4" Pipe • Distribution Box • Manifold Taps Size • Install Training • Tar Seal Rope(5ft. per panel) • • • • • - 16 - • • • • • • • Deep Installation of Panel Block Systems • • Utilize these specifications for ventilation when Trench Bottom exceeds 46-inches for vertical installation. In certain situations, there are more desirable soil conditions deeper in the soil • profile. On these sites, Panel Systems can still be utilized, with proper ventilation to the system. • Air vents are used with Panel Systems to allow the chambers within the Panel to receive the air • needed for treatment. Air vents should be installed as designed. • • 2-Inch90-beoree4). • SCH 40 PVC Tee ��- II • O' 0 11, '- Trench Bottom -*'-'1) � ® • Exceeds 4binches — e0 • �.. *,I / _ -. • �� � i ' o Air Vents Ever35 011111 Feet/As Needed) • 1.40010:40r,„ • O o ,s I:� • �, ' • Panel Block Systems are not recommended at • installatios greater than 6ihcheswithout additional engineering or design modifications. • • • Gravity Flow Installation: Cut the 24-inch long, 2-inch PVC pipe in half,then • reconnect with a 2-inch 90-Degree SCH 40 Tee. Extend the 2-inch Tee up to ground surface to • allow ventilation. Recommend utilizing vent caps, studor vents, or turndowns if needed, install • as designed. • LP Panel Installation (Low Pressure Pipe): Insert your 1"4-inch or 1 'Y2-inch into a • 2inch PVC "sleeve"that spans from one chamber of a panel to the next. Connect a 2-inch 90Degree SCH 40 Tee to this"sleeve"halfway between one panel and the next. Extend the 2- • inch Tee up to ground surface to allow ventilation. Recommend utilizing vent caps, studor • vents, or • turndowns if needed, install lam-Inch or 1 12 2-Inch • as designed. Inch PVC PVC • • 2-Inch am . Vent • =Ili iiii. • • - 17 - • • • • T & J Panel Wastewater Treatment • System • • • • 269 Marble Road •• Statesville, NC 28625 • • Office: 704-924-8600 • Fax: 704-924-8681 • • • Website: www.tjpanel,com • Email: info@tjpanel.com • • • • • • • • Limited Warranty; • The structural integrity of each T&J Panel,when installed in accordance with manufacturer's instructions,is • warranted against defective materials and workmanship for one year from date of manufacture. Should a defect • appear within the warranty period,purchaser must inform T&J Panel System of the defect before the warranty expires. T&J Panel System will supply a replacement unit. T&J Panel System's liability specifically excludes the • cost of removal and/or installation of the panels. There are no other warranties with respect to the units, including no warranties of merchantability or of fitness for a particular purpose. The warranty does not extend to incidental, • consequential,special or indirect damages. The company shall not be liable for penalties or liquidated damages, • including loss of production and profits, labor and materials,overhead costs,or other loss or expense incurred by buyer. Specifically excluded from warranty coverage are:Damage to the panels due to ordinary wear and tear; • alteration,accident,misuse,abuse or neglect of the panels;the panels being subjected to stresses greater than those • prescribed in the installation instructions;the placement by buyer of improper materials into buyer's system;or any other event,not caused by the company. Furthermore,in no event shall the company be responsible for any • loss or damage to the buyer,the panels or any third party resulting from its installation or shipment. Buyer shall be II codes, responsible for ensuring that installation of the system is completed in accordance with all applicable laws, codes,rules and regulations. Any alteration of this warranty must be noted as"Warranty"in writing by the • company. • • • • • - 18 - • 0 • • • Isometric Drawing of a Segment of • T&J Panel Horizontal Installation • • CM BLOL.K NFLUENT FROM SEP►1C-TANK • a'TO 4'OF FILLMATERrAL OR ADJACENT PANEL • 2"PVC PIPE f OF FART-KALE • SAND iltlikt, • *A.A. • CM BLOCK i • SOEWALLS RAKED AND - * ®�/ LAMED(CLAD SOLSI ' • iiiM • _. ,,-,iL..:....., Olp / APPROKONATE LOCAToN THE • .. _ 1EP-nC TAW EFFLaEM E WrS • O oa' �� �' THE PANEL TC ENTER THE SaL • • '/ .. -� P- CUTER SEAL AROtM ENTRE. 14'TRENCH DEPTH AT // f �C4 iCE OF PFE • GRADIW{ T H ��/! CAP REQUIRECAT p2,Y7E • (20"Trerew01e64I. i L 6"ASTTI Cr;OR 25 sIND no area f1114•K'Clout/CEO BENEATH PANELS t•ER HALF SEAL DAM To ALLOW • OvE RFLOW TO FALL TO LOVER a'OF SUTABLE saL CHAMBER_ SEE NOTE "A'kNOSTURBED) • 1:4'� H f x(.'BOARD TO FACAUTATE • LEVELINO OF PANEL •aF,ABLE CUTAWAY OF GRAVITY FLOW PANEL • Isometric Drawing of a Segment of T S J Panel Vertical Installation • • GM BLOCK NFLuENT FROM sEPTL.TNG A • TC 4'OF FILL MATERIAL CR ADJACENT PANEL • 2'PVC PIPE • B'OF ASTM NATLICAL SAND ON f OF PARn(:L£ BATH SOF-5 OF PANEL SAW • ii0• *fir 01 • SOEWAI I<RAKED AND ' •• 0 k y� • LNED(CLAY sot_ s1 Y G •, erlia or-4•Itic L' ie ir- • g c ' '" 00 toe. APPRoxN ATE LOCAnd1 THE • O SEPTIC TANG EF-1.1.ENr EXrrS THE PM'&L TO ENTER THE sat_ • oO,f f 00400,,. lr • `' I" CUTER SEAL*ROW ENTIRE 0_I C/CC4INFFR PIP ENLE CF E •• OF SMC 22"TRfy � o O BENEATH PANELS GRADE WITH 671lgIRAOE ME"HALF SEAL DAM ro ALLOW • CAP REQUI.E1114'4'SOL (2a-TrcncF' 1QNP.D1 2'OF SUITABLE SCL OVERFLOW ro FALL TO LOWER CHAMBER • no arca fill) �E�,, SEE NOTE'A'fLIDI'STLRBFDI • ~H x c.'BOARD ro cACt1rATE LEVELN:Y OF PANEL • 'a'OF 6A$LE SOL CUTAWAY OF GRAVITY FLOW PANEL • - 19 - • • • • • • When Your Problem In On-site Is: • ,, • h . . ....j• • _4.mui • __�,. GT • • . 0 • • • • Topography and Vegetation • Special Landscaping Needs Future Site Needs • • /l\\ • I El 0.1 • L. & 1 • �� ► i. �.. .. I • __ • • • Limited Suitable Area /Slk • • Then consider a better quality effluent with • • • • • - - .�,._ 'j. ' , , r • • AMP, tk ' . ! f i 1, \ . • - - . . : -4' '''. Ili.. . 4- We: -4114.!.-„ ,.: _: ., ,_ ,---., -_ _ ,__..,..,4-idi ;Ia..: __ - _ _ '14: - - ..-tZt:_•:',: • I I • • • • • SPEARS • � Utility Swing & Spring Check Valves ) • • • Features - PVC White & PVC Clear • ,- Spears® Utility Swing Check and spring assisted Utility • / / Spring Check Valves offer a compact, high performance check valve for Landscape & Irrigation, Pool & Spa, Aquaculture, OEM and many general purpose applications. • ��" _ These maintenance free sealed units feature long-life EPDM elastomer seats with weighted disc for full-flow with minimal • restriction and positive shutoff. Spring assisted "Spring Check" model incorporates a positive-pressure spring to • assist in valve closing without slamming. Produced from PVC White or PVC Clear material with Socket, Threaded • or SR Threaded end connectors.Available in IPS Sizes 1/2" • through 8" for Swing Check Valves and 1/2"through 4" for Sample Engineering Specification Spring Check Valves. • All thermoplastic check valves Shall be Utility Swing Check • Chemical& Corrosion Resistant PVC White or High • or Utility Spring Check type constructed form PVC Type I, Visibility PVC Clear Construction mlASTM D 1784 Cell Classification 12454. All valves shall • No Metal Parts on Swing Check- Stainless Steel be maintenance free seal unit construction with EPDM Spring on Spring Check seat and weighted disc. All Spring Check Valves shall have • Maintenance Free Sealed Unit in a Compact Space stainless steel spring assisted operation. All valves shall Saving Design • -- have external flow arrow direction designation.All valves shall be certified by NSF International for use in potable • Engineered for Maximum Flow, Quick Response& • water service. All valves shall be pressure rated to 150 psi Positive Shutoff • for water @ 73°F in full flow(open) position and to 75 psi • Long-Life, High Grade EPDM Seat with Weighted Disc @ 73°F back pressure(closed),as manufactured by Spears® • Spring Assisted Spring Check Model Option for • Manufacturing Company. Positive Closing • • Sizes 112"—8"Pressure Rated to 150 psi @ 73°F • Full-Flow(open)and 75 psi @ 73°F Back Pressure (closed) • • Suitable for either Horizontal or Vertical Up-flow Installations and Vacuum Service • • NSF®Certified for Potable Water Use • • Silicone-Free Assembly • • Quick-View Utility Swing Check Quick-View Utility Spring Check • Valve Selection Chart Valve Selection Chart Valve Seat PVC Material' Pressure Valve Seat PVC Material' Pressure • Size Material Socket Threaded SR Threaded Rating Size Material Socket Threaded SR Threaded Rating 41 1/2 EPDM S1520-05 51520-05F S1520-05FSR 1/2 EPDM 5158005 5158005E 51580-05FSR 3/4 EPDM S1520-07 S1520-07F 51520 07FSR 3/4 EPDM S1580-07 S1580-07F S1580-07FSR 150 Psi • 1 EPDM S1520-10 S1520-10F 51520-10FSR 150 psi 73°F(� 1 EPDM S1580-10 51580 10F 5158010FSR 73°F • Full Flow ull Flow 1-1/4 EPDM S1580-12 51580-12F S1580-12FSR (Open) • 1-1/2 EPDM S1520-15 S1520-15F S1520-15FSR Open 1-1/2 EPDM S1580-15 S1580-15F S1580-15FSR - • 2 EPDM S1580-20 S1580-20F S1580-20FSR 75 Psi • 75 psi 2-12 EPDM S1580-25 S1580-25F S1580-25FSR Back BackPressure • 3 EPDM S1520-30 S1520-30F 51520 3OFSRres sure 3 EPDM -S1580-30 51580.30F 5158030FSR posed) '" • - ' - (Closed) 4 EPDM S1580-40 S1580-40F S1580-4OFSR • 6 EPDM S1520-60 S1520-60F S1520.6OFSR 1 For PVC Clear Spring Check,replace dash(•)separator with the letter"C"in the 8 EPDM S1520-80 N/A N/A part number(e g S1580005).(e.g 51580005F)or(e g 51580C05FSR) • 1 For PVC Clear Swing Check,replace dash(-)separator with the letter`C"in the • part number(e g S1520005),(e.g.S1520005F)or(e.g S1520C05FSR) • NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS • 1127 Progressive Products from Spears®Innovation and Technology Spears®Manufacturing Company • 1• • • • • Utility Swing & Spring Check Valves SPEARS • • Utility Swing Check Valve • ' '1. 0 - ii_ - (IIIII1II1 t uMM4cm)PPI.• • • e r- s c • Utility Spring Check Valve FLOW • • • .• _ - (i o 1011111 t� IIIIIIIII1 • t "LIPIMR 1 1111 MI MOM 41110,MEN • e - e • - C • Dimensions Dimension Reference(inches,t 111 6) Nominal SizeB D A • SSocket Threaded/SR Threaded C wing Spring 1/2 1-3/8 2-19/32 2-5/8 4-3/32 2-1/8 2-5/8 • 3/4 1-3/8 2-5/32 2-1/16 4-1116 2-1/8 2-5/8 • 1 1-11/16 2-5/16 2-15/16 4-9/16 2-5/8 2-5/8 • • - • lmowimwommmvommmwamowa, _ , _ . _ • • 6 7-11/16 8-1/2 11-5/16 14-9/16 9-1/4 N/A • 8 9-7/18 11-3/16 N/A 19-1/4 11-15/18 N/A • General Installation Information: Utility Swing check valves are designed for horizontal installations, but may be installed in up-flow only vertical position. Check valves MUST be installed with the valves • FLOW arrow pointing in the direction of the flow. Do not install valve upside down. Flow velocity should • not exceed 5ftisec. Minimum opening pressure less than 0.5 psi. • • Temperature Pressure Rating • System Operating 100 110 120 130 140 150 160 170 180 190 200 210 • Temperature °F(°C) (38) (43) (49) (54) (60) (66) (71) (77) (82) (88) (93) (99) • Valve 150 135 110 75 50 -0- -0- -0- -0- -0- -0- -0- Pressure (1.03) (.93) (.76) (.52) (.34) ( 0 ) (-0-) (-0-) (-0-) (-0-) (-0-) (-0-) Rating psi 1/2" -8" PVC 150 140 130 120 -110- -100- -90- -80- -70- -60- -50- -0- • (MPa) (1.03) (.97) (.90) (.83) (.76) (.70) (.62) (.55) (.48) (.41) (.34) (-0-) • • • NOT FOR DISTRIBUTION OF COMPRESSED AIR OR GAS • Made in the U.S.A. Progressive Products from Spears•Innovation and Technology 1128 • ►• • • • Spears® Technical Information 28-Apr-20 06:57:32 AM • • Part No: 457-015 Schedule 40 White Union • Desc: 1-1/2 PVC UNION SOCXSOC BUNA SCH40 • MSRP: 30.43 Part Code: 040 Weight(Ibs): 0.324 Weight(kg): 0.147 Welght(gm): 147 • Size: 1-1/2" Color: WHITE Material: PVC • • Connection Socket x Socket I• 0-RingI I Buna-N • • a.o. • • • • fL� • L = 3-1/32 M = 2-1/4 N = 3/8 NUT = 3-3/32 Injection Molded Dimension References: • G = (LAYING LENGTH)intersection of center lines to bottom of socket/thread; 90°elbows,tees,crosses;± 1/32 • inch. • II = Intersection of center lines to face of fitting;90°elbows tees,crosses;± 1/32 inch. J = Intersection of center lines to bottom of socket/thread;45°elbows;± 1/32 inch • L = Overall length of fittings;± 1/16 inch. • M = Outside diameter of socket/thread hub;± 1/16 inch. • N = Socket bottom to socket bottom;couplings;± 1/16 inch. • W Height of cap;± 1/16 inch • Typical Molded Dimension References • • c • l�� JTMINMEN1111 J 41 • G • L L • • • • The information printed here is based on current information&product design at the time of publication and is subject to change without notification.Spears®ongoing commitment to product improvement may result in some variation.No representation,guarantees or • warranties of any kind are as to its accuracy,suitability for particular application or results to be obtained thereform.For verification of technical data or additional information,please contact Spears®Technical Service Department;;WEST COAST:(818)364-161 1- • EAST COAST:(717)938-9006 • • • • • • Spears® Technical Information 28-Apr-20 06:53:58 AM • Part No:2012-015 Valves Gate Valve • Desc: 1-1/2 PVC GATE VALVE SOC BUNA • MSRP: 75.96 Part Code: 200 • Weight(lbs): 1.596 Welght(kg): 0.724 Weight(gm): 724 Size: 1-1/2" Color: GRAY Material: PVC • F Connection Socket • E 0-Ring Buna-N • ii • frigid • ' D • ILI • • 111111111 • [13_1-e—.-1 .1 • A = 8-1/16 B = 1-9/16 C = 3.3/4 D = 6-9/16 E = 3-7/16 • F = 3-15/16 Cv = 144 Values • Injection Molded Dimension References: • G = (LAYING LENGTH)intersection of center lines to bottom of socket/thread; 90°elbows,tees,crosses;± 1/32 inch.• H = Intersection of center lines to face of fitting;90°elbows tees,crosses;± 1/32 inch. • J = Intersection of center lines to bottom of socket/thread;45°elbows;± 1/32 inch • L = Overall length of fittings;± 1/16 inch. • M = Outside diameter of socket/thread hub;± 1/16 inch. • N = Socket bottom to socket bottom;couplings;± 1/16 inch. • W = Height of cap;± 1/16 inch • Typical Molded Dimension References • • 41110 _r_11111L7 G I - - J 44 • h1 I1 ra( 1121 • • Li 1+--LI� i N I 1---M-04 • L •--L • • • The information printed here is based on current information&product design at the time of publication and is subject to change without notification.Spears®ongoing commitment to product improvement may result in some variation.No representation,guarantees or • warranties of any kind are as to its accuracy,suitability for particular application or results to be obtained thereforrn.For verification of technical data or additional information,please contact Spears®Technical Service Department::WEST COAST:(818)364-161 1-• EAST COAST:(717)938-9006 • • • - - • NDS PRO SERIES VALVE BOXES • COMMERCIAL GRADE • NDS Pro Series 13" X 24" Rectangular Valve Boxes • Specifications:The NDS PRO SERIES 13'x24'valve boxes and covers are injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. • The 13'x24"body shall be tapered and have a minimum wall thickness of.270'.The body shall have a double wall at the top cover seat area with a minimum thickness of .270'.The cover seat area shall have 18 structural support ribs on the underside of the seat,each with a minimum thickness of.250'.The bottom of the body shall have • a 1.000"flange.The 13"x24'cover shall have an average thickness of.320'.The valve box shall have a 3/8"304 SS nut for the bolt-down as a standard Feature. Part Color Pallet • Number Description-Marking (Box/Cover} Qty Weight Class • rs 2-1/4" Box&Cover ri" 221BCB 13"x24'x12'Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 24.00 20PR • •' 222BCB 13'x24'x15'Box,Overlapping Bolt-Down Cover-ICV Green/Green 12 26.00 20PR 2ai- 221BCDB 13'x24'x12'Box,Drop-in Bolt Down Cover-ICV Green/Green 12 24.00 20PR • 222BCDB 13'x24"x15'Box,Drop-in Bolt-Down Cover-ICV Green/Green 12 26.00 20PR :' • 1`a Cover Only • r `L�' 222C 13'x24"Overlapping Cover-ICV Green 125 7.00 20PR • 3•4, 2• 222C0 13'x24'Drop-in Cover-ICV Green 125 7.00 20PR 222CD ELEC-L8olt 13'x24'Drop-in Cover-Electric" Gray 125 7.00 20NM -'4'k-�='. ••Mate—hrstaller f« product meets local electrical coderequirements.Insulate boa with 112'c 2 3l4- • f"-`i !.1— responsate ensuring budding/electrical _ heal shrink tube and«a ground rod damp(such as Thomas&Betts Part Number 63)to reduce the chance ot electrical shock • '- Box Only ,eta 221E 13'x24'x12•Box Green 16 17.00 20PR ra-� ' 7:5 2228 13•x24"x15'Box Green 12 19.00 20PR • 4• le. • 0: .ram - . . ,2•or,5' I• 1 0 23 2r 1/4, 52 • • NDS Pro Series 17" X 30" Rectangular Valve Boxes • Specifications:The NOS PRO SERIES 17"x30"valve boxes and covers are injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. The 1Tx30"body shall be tapered and have a minimum wall thickness of.320'.The body shall have a double wall at the top cover seat area with a minimum thickness of • ,320".The cover seat area shall have 20 structural support ribs on the underside of the seat,each with a minimum thickness of.250'.The bottom of the body shall have a 1.000'flange.The 1 Tx30"cover shall have an average thickness of.350'.The valve box shall have a 3/8"304 SS nut for the bolt-down as a standard feature. • Pat Color Pallet Weight Product • Number Description•Marking (Box/Cover) Qty Ea Class 2-1.4' Box&Cover • �9•r,4, 2248CB 17'x30'x15•Box,Overlapping Bolt-Down Cover-ICV Great/Green 12 28.00 20PR „t0 127_fiBCB 1Tx30`xl8'Box.Dverl p,i sg Roll-flown Cover-I .V CaeenlGreen 1D z7 00 OPR • 51' - 224BCDB 17"x30•x15'Box,Drop-in Bolt-Down Cover-ICV Green/Green 12 28.00 20PR r,` 2268CDB 17'x30'x18•Box,Drop-in Bolt-Down Cover-ICV Green/Green 10 37.00 20PR • ,Ake; 226PBCRB 17"x30•x18"Box,Overlapping Cover-Reclaimed Water Purple/Purple 10 37,00 20PR Cover Only • 3' 2" 223C 17'x30'Overlapping Cover-ICV Green 75 11.00 20PR `' . 223CD 17"x30'Drop-in Cover-ICV Green 75 11.00 20PR • `�,,, „- ;,_-r 223CR 1Tx30"Overlapping Cover-Reclaimed Water Purple 75 11.00 20PR %y;;r- 223CD ELEC 17"x30"Drop-in Cover-Electric Gray 75 11,00 20PR • �\e. u Box Only _'act^,=. • r,) a 224B 17"x30"x15"Box Green 12 20.00 20PR at., is. 226B 1Tx30"x18"Box Green 12 20.00 20PR • r�2• 126PB 1Tx30"x18`Box Purple 10 23.00 20ND _ • ,12 d, 15'or 18" • iit • t.4 Ii. ?fi /.r • 8 Note:All dimensions are nominal.All weights are for shipping purposes only.Availability is subject to change. •=4 N E . • For customer service, please send your fax to: 1-800-726-1998 or call 1-800-726-1994. 410 • • • NDS PRO SERIES VALVE BOXES • COMMERCIAL GRADE • NDS Pro Series 10" Round Valve Boxes • Specifications:The NDS PRO SERIES 10'round valve boxes and covers are injection molded of structural foam polyethylene material with a melt index between 10-12. Coloring and UV stabilizers are added,along with processing lubricants when needed. • The 10"round body shall he tapered and have a minimum wall thickness of.250".The cover seat area shall have 8 structural support ribs on the underside of the seat, each with a minimum thickness of.250".The bottom of the body shall have a.500"flange.The 10'round cover shall have an average thickness of.300'.The valve box • shall have a 3/8"304 SS nut for the bolt-down as a standard feature. Part Color Pallet Weight Product • Nunher Description-Marking (Box/Cover) Qty Ea Class • Box&Cover r 212BC 10"Round Box,Round Overlapping Cover-ICV Green/Green 120 4.50 20PR 410 2128C8 10" ound Box,Round Overlapping Bolt-Down Cover Green/Green 120 4.60 ZOPR IP • � /Ix 2-1/4" 211BCBLK 10'Round Box, Round Overlapping Cover-ICV Black/Black 120 4.50 20PR 211PBCR 10'Round Box, Round Overlapping Cover- Purple/Purple 120 4.50 20PR ill 9-118» '1 Reclaimed Water 212BCW 10'Round Box,Round Overlapping Cover-Water Green/Green 120 4.50 20PR 9-3/4" 212BCBW 10"Round Box,Round Overlapping Bolt-Down Cover- Green/Green 120 4.60 20PR = i Water d 212BCS 10'Round Box,Round Overlapping Cover-Sewer Green/Green 120 4.50 20PR • l I 212BC85 10'Round Box,Round Overlapping Bolt-Down Cover- Green/Green 120 4.60 20PR • 10-1/2" k Sewer rak 212BC ELEC 10"Round Box,Round Overlapping Cover-Electrical Gray/Gray 120 4.50 20PR • 212BCB ELEC 10"Round Box,Round Overlapping Bolt-Down Cover• Gray/Gray 120 4.60 20PR Electrical • Cover Only • 211C 10"Round Overlapping Cover•ICV Green 200 1.50 20PR y 11-5/8" 211CR 10"Round Overlapping Cover-Reclaimed Water Purple 200 1.50 20PR 13" 211CRG 10'Round Overlapping Cover-Reclaimed Water Green 200 1.50 20PR • 211C BLK 10'Round Overlapping Cover-ICV Black 200 1.50 20PR 2-1/2"x 3- 1/2" 211CW 10'Round Overlapping Cover-Water Black 200 1.50 20PR • Pipe Slot 211CS 10'Round Overlapping Cover-Sewer Green 200 1.50 20PR 211C ELEC 10"Round Overlapping Cover-Electrical Gray 200 1.50 20PR • Box Only • 212B 10"Round Box Green 120 3.00 20PR 212PB 10"Round Box Purple 120 3.00 20PR • 212B BLK 10"Round Box Black 120 3.00 20PR 212B GRAY 10"Round Box Gray 120 3.00 20PR • 113BB 2-1/2"x 3/8"SS Bolt Steel Bag of 101 0.10 20NM • • • • • • • • • I • • • • • • • N COS Note:All dimensions are nominal.Ali weights are for shipping purposes only.Availability is subject to change. • VN For customer service, please send your fax to: 1-800-726-1998 or call 1-800-726-1994. • .44414010. CATAWBA COUNTY �}+ 100A SOUTHWEST BLVD ++F+ i NEWTON,NORTH CAROLINA 28658 RECEIPT 1� PHONE:828.465.8399 Friday, October 14,2022 SM www.catawbacountync.gov PAYOR: Waterside Marina LLC Waterside Marina LLC(Sisko,David) PAYMENTS TRANSACTION NUMBER: TRC-49077 I 04-14-10-2022 PAYMENT DATE: 10/14/2022 PAYMENT TYPE: Credit Card 296308865 INVOICE NUMBER ACCOUNT FEE NAME FEE AMOUNT 10-22-413480 110-580200.663000 Improvement Permit Fee S150.00 10-22-413480 110-580200-663000 Authorization to Construct Fee(N S750.00 ew/Expansion) Fee TOTAL PAYMENTS: $900.00 CBPR-10-2022-42520 CASE TYPE: Commercial Building Plan Review WORK CLASS: Pier SITE ADDRESS: 7774 HUDSON CHAPEL RD,CATAW I3A NC 28609 Applicant WATERSIDE MARINA LLC,762 BRAWLEY SCHOOL RD,MOORESVILLE NC 28117 C:7045006124 DESISKO r@HOTMAIL.COM "NO PEOPLESOFT ACCOUNT ASSIGNED" receipt 10/14,2022 13:44 Page I of I