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1.1 1.1 WASTEWATER-SEWER\APPROVE\Chant—System with Absorption Field to Well-Watercourse—Restate 2011 Approval—9-26-2022 RESOLUTION APPROVING SEAN CHANT'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Sean Chant filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install an Enhanced Treatment Unit (ETU) septic leaching system as part of a replacement onsite wastewater treatment system (OSWTS) approximately 50' from the existing well in lieu of the required 100' setback on property located at 22 North Lane in the Town of Queensbury, and WHEREAS, by Local Board of Health Resolution No.: BOH 16,2011, a variance was granted to the prior property owner to install an absorption field 0' from a watercourse (wet area) in lieu of the required 100' setback as part of the prior owner's plan to replace the OSWTS, a permit was issued to construct the system, and an Agreement was entered into with the Adirondack Park Agency(APA)to implement the plan; however, the permit expired and therefore the Applicant is also applying for written Town approval for the variance to install the replacement OSWTS design previously authorized by Resolution No.: BOH 16,2011, i.e., to locate and install the OSWTS/absorption field 0' from a watercourse(wet area) or within the wetland as a replacement area cannot be provided, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, September 26t', 2022, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and are the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves Sean Chant's application for a variance from the Sewage Disposal Ordinance to install an Enhanced Treatment Unit (ETU) septic leaching system as part of a replacement onsite wastewater treatment system(OSWTS) approximately 50' from the existing well in lieu of the required 100' setback on property located at 22 North Lane in the Town of Queensbury and bearing Tax Map No.: 226.19-1-60, and BE IT FURTHER, RESOLVED, that the Local Board of Health further restates its approval of the variance granted to the prior property owner to install an absorption field 0' from a watercourse (wet area) in lieu of the required 100' setback as part of the prior owner's plan to replace the OSWTS, as was previously authorized by Resolution No.: BOH 16,2011, and hereby approves Mr. Chant's variance to locate and install the OSWTS/absorption field 0' from a watercourse (wet area) or within the wetland 2 as a replacement area cannot be provided, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 26t'day of September, 2022,by the following vote: AYES NOES ABSENT: 3 RESOLUTION APPROVING SANDRA POULOS' APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCE RESOLUTION NO.: BOH 16,2011 INTRODUCED BY: Mr. Ronald Montesi WHO MOVED ITS ADOPTION SECONDED BY: Mr.John Strough WHEREAS, Sandra Poulos filed an application for a variance from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install an absorption field 0' from a watercourse (wet area) in.lieu of the required 100' setback on property located at 22 North Lane in the Town of Queensbury, and WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local-Board of Health conducted a public hearing concerning the variance requests on Monday,May 16'h,2011, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE, BE IT RESOLVED,that I due to the nature of the variance, the Local Board of Health determines that the variance would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variance is necessary for the reasonable use of the land and is the minimum variance-which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, that the Local Board of Health hereby approves Sandra Poulos' application for a variance from the Sewage Disposal Ordinance to install an absorption field .0' from a watercourse (wet area) in lieu of the required 100' setback on property located at 22 North Lane in the Town of Queensbury and bearing Tax Map No.: 226.19-1-60. Duly adopted this 16'h day of May, 2011, by the following vote: AYES: Mr. Strough,Mr. Brewer, Mr. Stec,Mr. Metivier, Mr. Montesi NOES: None ABSENT: None 2 John O'Brien From: Garry <grobinsonpe@grnai1.corn> Sent: Tuesday,August 30, 2022 9:34 AM To: John O'Brien Subject: Fw: E2008-0294 Attachments: E2008-0294-20130318-JMB-L-F-SAcover-Poulos-sas.pdf John, I don't know if this works or not. If it does not work give me a call and I will get something more specific. GR Garry Robinson, P.E. Consulting Engineer 114 Monument Drive Schuylerville, NY 12871 Phone & Fax: 518-695-3655 Cell: 518-796-4265 Email: qrobinsonPe(a-)-qmail.com ------ Forwarded Message ------ From "Purzycki, Alicia J (APA)" <Alicia.Purzycki(a-),apa.nv.qov> To "GRobinsonpe(a)—gmail.com" <qrobinsonPe()-qmail.com> Cc "Burth, John M (APA)" <John.Burth(a)-apa.ny.gov> Date 7/26/2022 11:52:38 AM Subject E2008-0294 Hi Gary, As discussed, the provided 2-sheet set of plans titled "Proposed Replacement Wastewater Treatment System for the Poulis Residence" prepared by EDP dated last revised June 24, 2011 is consistent with the E2008-0294 authorized plan set. In order to comply with term 1 of the executed settlement agreement (see attached) please obtain written Town approval to install the replacement OSWTS design as previously authorized and submit written certification that the OSWTS design was installed in accordance with the plan set. Please let me know if you have any questions, thanks Alicia Alicia Purzycki, P.E. Professional Engineer 2 NYS Adirondack Park Agency PO Box 99 1133 NYS Route 86 Ray Brook, NY 12977 Work Cell: (518) 817-5722 alicia.purzycki(cDapa.ny..qov, www.apa.ny.gov STATE OF NEW YORK: ADIRONDACK PARK AGENCY -------------------------------------------------------------X In the matter of the apparent violations of Executive Law § 809 (2) (a) and 9 NYCRR Part 578 on lands owned by: SETTLEMENT AGREEMENT rM SANDRA POULOS : Respondent, on property located in APR 1 6 21313 the Town of Queensbury, Warren County (Tax Map Parcel 226.19-1-60) LUA:' Moderate Intensity Use ADIRONDACK PARK AGENCY-, --------------------------------------------------------------X WHEREAS 1. Pursuant to Executive Law Section 809 (2) (a) , a permit is required from the Adirondack Park Agency prior to the undertaking of any land use and development involving wetlands in a Moderate Intensity Use land use area in the Adirondack Park. 2. Pursuant to 9 NYCRR Part 578, a permit is required from the Adirondack Park Agency prior to the excavation of, deposit of fill in, or construction of any road or structure in a wetland in the Adirondack Park. 3 . Tax Map Parcel 226.19-1-60 ("Lot 600) is an approximately .34 acre pre-existing property located entirely within a wetland in a Moderate intensity Use land use area. Lot 60 is improved by a pre-existing single family dwelling with an 875 square foot footprint and a pre-existing wastewater treatment system, both located in wetlands. Respondent is the current owner of Lot 60, as described in a deed recorded in Book 3133, Page 157, in the Warren County Clerk's office. 4. Agency investigation reveals that, in 2008, Respondent's agent replaced the pre-existing piers supporting the single family dwelling on Lot .60 with a cement foundation, constructed a-gravel driveway and footpath to the dwelling, and filled wetlands surrounding the dwelling with topsoil. This new land use and development resulted in the Adirondack Park Agency File E2008-294 March 18, 2013 Settlement Agreement Page 1 excavation and filling of wetlands on Lot 60. No permit was obtained from the Agency prior to this excavation of, deposit of fill in, and construction of a foundation and driveway in a wetland. 5. On March 22, 2011, Agency staff received from Respondent a plan, entitled "Proposed Replacement Wastewater System for the Poulos Residence, " prepared by Environmental Design Partnership, LLP, and dated March 15, 2011, for replacement of the wastewater treatment system located on Lot 60. On July 6, 2011, the Town of Queensbury Town Board approved implementation of this plan. 6. Respondent desires to resolve this matter and agrees to be bound by the terms of this Settlement Agreement. NOW, THEREFORE, THE AGENCY AND RESPONDENT AGREE AS FOLLOWS: 1. By December 31, 2013, Respondent shall implement the plan described in Paragraph 5 above for replacement of the wastewater treatment system on Lot 60. Within 30 days of replacing this wastewater treatment system, Respondent shall submit to the Agency written certification by a design professional (i.e. licensed professional engineer, licensed architect, exempt licensed land surveyor) that the plan was implemented as approved. 2. By December 31, 2013, Respondent shall disconnect all pipes associated with the pre-existing on-site wastewater treatment system on Lot 60. 3. Respondent, her successors or assigns may replace the single family dwelling on Lot 60 on the same footprint as the existing structure without an Agency permit. Any expansion in footprint of this dwelling or replacement structure shall require a permit from the Agency. 4. The violations referenced herein shall be deemed to be finally resolved with respect to Respondent upon the full execution of this Settlement Agreement. Adirondack Park Agency File E2008-294 March 18, 2013 Settlement Agreement Page 2 Dated: Ap,,,�) 2013 Ray Brook, New York ADIRONDACK PARK AGENCY By: TLI deFranco Ma tino Executive Director STATE OF NY c0m'17Y OF,Sse)e On this 17 day' of in the year before me, the undersigned, a Notary Public in and for said Sta?e- personally appeared Terry deFranco Martino, personally known to me or proved to me an the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her capacity, and that by her signature on the instrument, the individual, or the person upon behalf of which the individu�6$ acted, executed the instrument. Rotary Public SUSAN A.STREInF Notary Public-State of New Vr-rN Qualified in Franklin County No.01ST6229306 Commission Expires Oct,12,20-LIL AGREEMENT Respondent agrees to the terms set forth in this Settlement Agreement to resolve the matter of Adirondack Park Agency File E2008-294 . By: Z "Sandra Poulo , STATE OF SS: COUNTY OF C�Ti't On this day of in the year Ada, before me, the undersigned, a Notary Public in and for said Stale pe-rsonally appeared , personally known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that she executed the same in her Tpacity, and that by her signature on e instrument, the individual, or the person upon behalf o which the in individual to , ecut the instrument. pacl'ty' and that by her signature the i�c,�vjdual e ec t t 6 _,c otary u lic No rqq`'• c�o 4TA7cN Cl) Adirondack Park Agency File E2008-294 March 15, 2013 Settlement Agreement Page 3 GARRY ROBINSON, P.E, LETTER OF CONSULTING ENGINEER .,�.�►�N fi��j'�,,,�L • 114 Monument Drive, Schuylerville,NY 12871 Phone and Fax: (518) 695-3655 DATE: JOB NO,: xB: -, TO: t ?�✓�i'.L(���I1 , ram? f cf 5r� f� ;�`.. NAc\o l�J COQUELN88URY �V e CLERKS OFFICE WE ARE SENDING YOU Attached ❑ Under separate cover via the following items: c+ Shop Drawings ❑ Prints Plans ❑ Samples Other ❑ Specifications ❑ Copy of Letter ❑ Change Order ❑ Computer 4edia COPIES DATE DESCRIPTION THESE ARE TRANSAUTTED as checked below: ❑ For approval For your use ❑ As requested ❑ For review and comment ❑ PRINTS RFTUjKNED.AFTER LOAN TO US ❑ Other REMARKS: - v 1 COPY TO: SIGNED: C0mP"d9MUMts%GRForm XGRTRAN 2 , Office Use Oniv�Q�v! s SEPTIC VARIANCE Permit#: (7-. APPLICATION Permit Fee: rr--O�-K Anne)And 'own of Cj`uccn<bun Invoice#: �� QUEEN SBURY 742 Bay Road,Queensbury,NY 12804 \T- r P:518-761-8256 www.aueensbury.net Approvals: \� ,A Submittal: 1 (one) original & 8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): // Owner's Agent: Address: Address: f� -���` ' " � ' Phone#: ��" _ 1.� Phone#: ^f, '� Email: S e Email: X'D, Also 0--dp t Section 2• Site Information: Site Address: � s' Ila Tax ID#: 2 p,??t f Directions to Site: Section 3: 6tPt-07 Distance from well on property to septic system (if applicable) ' feet '0A1 C*1,,6� Awl 4-5 !:tip �i Section 4: sy� Is it possible to install a conforming'septic system on this property? 5 Yes No If YES, please explain and attach a diagram: Section 5• Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? Yes ❑ No If No, please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes No Section 7• Section of the Sanitary Sewage Ordinance from which you are seeking 1the variance(i.e. leaching system wiB be 9 ft. from well in Iieu of required 100 ft.) •� U r`y `` r�n }�, jam, 5 )l,sa,.r /,�� .G26t5ed DeIc�fi'ilT�f`L621� Septic Variance Application ,.- ) j%a417� ems.. la-�Me) °Ao PLEASE ATTACH THE FOLLOWING TO YOUR,APPLICATION: 1. A location 'Map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North,arrow and scale: 1 inch=40 feet c. 'Location &dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features(street, steep slopes, lakes,wetlands, etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: t t Septic Variance Application Revised December 2021 r. Section 8• List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town of Queensbury's Assessor's Office: North Name Ad dress Tax Map ID 2ZL 1 q- ,3 - South Name &r+A Zan e, ' U)h &d& Address Tax Map ID East Name ,_�1"' a Address Afer4O�A4 _ Tax Map ID West Name + �77C1�2, Address ®r zawacre'A2a... Tax Map ID Section 9• OWNER STATEMENT I/Wedo hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: PA 44 I/We realize that putting the well, septic tank or leaching system less than the required rr 0 feet from.the I �j may increase the risk of pollution. Owner---Print Name: Owner—Signature: r:��2e& Date: Section 1.0: NEIGHBOR OR TENANT RELEASE STATEMENT(if applicable) /YX I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: I/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant-Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2021 Section 11• AUTHORIZATION AND SIGNATURE PAGE This.page includes the Authorisation to Act as Agent form, engineering fee disclosure, authorization for site visits,"other permit responsibilities and agreement to provide documentation required. Complete the following.if the OWNER is using an Agent: Owner's Name: le ' }Z "Designates: a as agent re ar.ding the Septic Variance for- Site,Address: 1f Tax Map#: Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage,etc.-as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the Owner,Applicant and his/her/their agent hereby authorize.the Town Board of Health, building and code Enforcement.Officers and Town Engineer to'enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required-for construction or alteration activity subsequent to approval by the Town Board of Health. It-is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: it is the practice of.the Town.Board of Health to Have a designated stenographer tape record the proceedings of the meetings--resulting from the application, and that the minutes transcribed from thos-e,tapes constitute the official.record of all proceedings. .If there is a discrepancy between such record and the.handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. I,the undersigned, have thoroughly read-and understand the instructions for submission; agree to the submission requirements and completed checklist: OWNER--PRINT NAME:- . - OWNER—SIGNATURE: nS'� �;-� DATE: $/01 - Z AGENT—PRINT NAME: 01 AGENT--SIGNATURE: DATE: " Septic Variance Application Revised December 2021 8/1r9122,12:57 PM 1 + � f E Selected Parcel: 226.19 1-60 r FI® 2208 NEWNUMBER 226.19-1-60 7,Yt GISACRES 0.343095988035202 trttl tom+ RPS ;� �,"�_ t M (a� ".i�'? '�'D.a� >,$ex,is c.=5i'�k� 4.' 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KELLY III 9 S76*04'00"E t RETAINING E0 CONSTRUCTED FROM TREATED _LUMBER AND (3) PURAFLO TION PEAT (WEEPING) WITH TO TF STONE BED BELOW. TOP OF MOD DISPERSAL BED TO BE A MINIMUW 150.00' PROPOSED IOW GALLON PUMP CHAMBER PROPOSED 1000 GALLON PRECAST TOP OF COVER=97.3t CONCRETE SEP11C TANK �i����""-��������• TOP OF TANK-96.5t TOP OF COVER-97.3t INV IN-95.0t OUT-94.0t TOP OF TANK=96.5t INV INV IN=95.St 10' MIN. TO PROP. LINE 50' MIN. TO WELL INV OUT=95.2t AREA OF REPORTED EMSTING SEPI V MIN. TO HOUSE 10' MIN. TO PROP. LINE TANK AND OISPERSAL SYSTEM I 50• MIN. TO WELL ' 10' MIN. TO HOUSE 1 �4' PVC BUILDING SEWERt, 10' MIN. TO HOME AREA a 344f ACRES LANDS N/F OF LORI ANN SPARANO 1 I I 1 / FAI 1 1 i i I At EXISTING WELL , r 1 „OI APPR0XIMA T£ i to 1 LOW AREA \ i (WE 7)r4\ j 1 a 77' TO I.P.F. - - N76 il4'00"W - - , «�,mT Ql� NORTH LANE , SITE & SEPTIC SYSTEM LAYOUT PLAN 100' RADIUS LF = EXIST. LEACHING SYS. VACANT WELL SEPARATION ST = EXIST. SEPTIC TANK TYP' I PROPOSED W = EXIST WELL I FOOT PRINT VACANT PS = PUMP STATION LEACH41' 614L NG S� de oe Ole T-1 HOUSE I ( I / TYP. I / I � I VACANT f ®I WELL I ®TYP. I — — _----- — —— — — NORTH LANE 7F VACANT � VACANT I I \1V VACANT �j I [L]F SCALE: 1"-10 FEET 0 S LANDS N/F OF SCOTT B. DUBIN BOOK 1433 OF DEEDS AT PAGE 251 IT IS IMPERATIVE THAT THE OWNER PROVIDE QUAUTY MAINTENANCE FOR THIS SYSTEM. SEND AS LITTLE GREASE AS POSSIBLE TO HOUSE DRAINS. MONITOR ZABEL FILTER AND CLEAN AS REQ'D. I.E. REMOVE STRAINER St HOSE CLEAN THEN REPLACE MONITOR SEPTIC TANK AND CLEAN TANK WFEN THE DEPTH 70 THE SLUDGE LAYER IS 10" BELOW THE BOTTOM OF THE OUTLET BAFFLE AND THE DEPTH FROM THE BOTTOM OF THE SCUM LAYER IS 3" ABOVE THE BOTTOM OF THE OUTLET BAFFLE OR GENERALLY EVERY 3 TO 5 YEARS. HOMEOWNER SHALL FOLLOW THE OPERATION & MAINTENANCE INSTRUCTIONS PROVIDED IN TFE PURAFLO OWNER'S MANUAL AND IT IS RECOMMENDED THAT THEY CONTRACT WITH A CERTIFIED PURAFLO MAINTENACE CONTRACTOR TO PROVIDE A YEARLY MAINTENANCE CHECK ON THE SYSTEM. NOTES: 1.) SEPTIC SYSTEM DESIGN IS BASED ON PURAFLO PEAT FIBRE BIOFILTER AS MANUFACTURED BY BORD NA MONA. AN ALTERNATIVE MANUFACTURER OF AN EQUIVALENT PEAT MOSS TREATMENT SYSTEM, F PROPOSED. MUST BE APPROVED BY THE DESIGN EEINGN*ER. 2.) EQUPMENT FOR THE PEAT MOSS SYSTEM IS TO BE PROVIDED BY A PURAFLO R ITATIVE. 3.) SYSTEM INSTALLATION TO BE COMPLETED BY A MNSTRACTOR WHO HAS RECEIVED TRAINING FOR THE INSTALLATION OF THE PURAFLO PEAT FIBRE BKWILTER SYSTEM. 4.) SYSTEM INSTALLATION TO BE MONI7nRED BY PUI%FLO REPRESENTATIVES FROM EMMONS PUMP AND CONTROL, MC. CONTRACTOR TO PROVOE ADEQUATE NOTICE OF CONSTRUCTION DATES TO EMMONS PUMP. 5.) EMMONS To CERTIFY THAT CONSTRUCTION OF TIC PEAT FIBRE BIOFILTER SYSTEM IS ACCEPTABLE. CERTIFICATION TO BE 70 THE TOWN OF GREEWEID AS WELL AS THE OWNER -a ENGINEER. 6.) IT IS RECOMMENDED THAT A YEARLY MAINTENAGREEMENT BE PURCHASED BY THE OWNER FOR MAINTENANCE OF THE PURAFLO SYSIML THE MAINTENANCE WOULD INCLUDE CLEANING THE EFFLUENT FILTER, TESTING THE PUMP. INSPECTING THE PURAFLO UNITS AND LOOKING AT THE ENTIRE SYSTEM FOR POTE]N71AL'PROBLEMS. AREA CONTRACTORS CAN PROVIDE THIS SERVICE FOR A SMALL FEE x REPLACEMENT SYSTEM VARIANCE NOTES SIMILAR TO THE EXISTING SYSTEM, THE REPLACEMENT SYSTEM CANNOT MEET THE CURRENT REQUIREMENTS FOR SEPARATION FOR NEW SYSTEMS. THE PROPOSED SYSTEM IS TO BE A FILL SYSTEM THAT IS CONSTRUCTED IN A WETLAND. THE ENHANCED TREATMENT UNIT (ETU) IS BEING PROVIDED FOR BETTER TREATMENT OF THE SEWAGE PRIOR TO DISCHARGE TO THE WETLAND. THE SEPARATIONS THAT WE CANNOT MEET ARE: DISTANCE FROM THE ETU SYSTEM TO THE ONSITE (OUR) WELL, DISTANCE FROM THE ETU TO A WETLAND (AS WE ARE BUILDING IT IN A WETLAND). IN ADDITION` THERE IS NO ROOM TO PROVIDE A REPLACEMENT AREA FOR THE ETU WITHOUT NEEDING MORE VARIANCES AND AFFECTING NEIGHBORS WELLS AND DECREASING THE SEPARATION TO OUR WELL IT IS NOT EXPECTED THAT ANY ISSUES WILL RESULT FROM THESE VARIANCES, HOWEVER, WE RECOMMEND THAT THE ONSITE WELL BE TESTED FOR TOTAL COLIFORM (TC) NOW AND AFTER THE SYSTEM IS IN USE EVERY 4 MONTHS FOR THE FIRST YEAR. THE SAMPLE RESULTS WOULD BE TAKEN TO INSURE THAT THE WELL WILL NOT BE IMPACTED BY THE ONSITE SYSTEM. AFTER ONE YEAR HAS PASSED WE RECOMMEND THAT A TC SAMPLE BE TAKEN EACH YEAR. IF TC TEST IS POSITIVE AT ANY TIME, OWNER SHOULD CONSIDER A UV DISINFECTION SYSTEM FOR THE WELL DISCHARGE. BY FILING FOR A PERMIT FROM THE TOWN TO CONSTRUCT THIS ONSITE SEPTIC SYSTEM, THE OWNER OF THIS PROPERTY IS CERTIFYING THAT HE UNDERSTANDS THIS SITUATION, ANY LIMITATIONS THAT RESULT FROM CONSTRUCTING THIS SYSTEM AND ACCEPTS THE POSSIBILITIES OF POTENTIAL IMPACTS — WELL WATER MAY NEED TO BE TREATED — AND RESPONSIBILITIES THAT COME WITH IT. SEPTIC SYSTEM LAYOUT f Njj LOCATIONS. PRIOR TO CONSTRUCTION, THE CONTRACOR SHALL PREPARE THE SITE (CLEAR THE SITE) FOR THE CONSTRUCTION OF THE SYSTEM AND PHYSICALLY ENSURE THAT THE EDGE OF THE ENHANCED TREATMENT UNIT (EDGE OF SEPARATION) AREA IS 100 FEET FROM THE NEIGHBOR ON THE WEST SIDE (226.19-1-59) AND THE NEIGHBOR ON THE EAST SIDES (226.19-1-62) WELLS. ALTERNATE ADVANCED TREATMENT UNITS USE ALTERNATE ENHANCED TREATMENT UNITS (ETU) MAY BE UTILIZED BY THE OWNER FOR THE TREATMENT OF SEPTIC TANK EFFLUENT. ANY CHANGE WOULD BE SUBMITTED TO THE BUILDING DEPARTMENT IN THE PERMIT APPLICATION FOR CONSTRUCTION. THE SEPARATION FROM ALL WELLS WOULD NOT BE AFFECTED BY THE USE OF A DIFFERENT ETU. IN ADDITION THE LEVEL OF TREATMENT W OLD NOT BE COMPROMISED. VARIANCE REQUEST: WE ARE REQUESTING A VARIANCE OF THE SEPARATION FROM THE WELL ON OUR SITE TO THE PROPOSED SEPTIC LEACHING SYSTEM TO BE LOCATED ON OUR SITE. THE VARIANCE IS TO REDUCE THE SEPARATION FROM 100 FEET TO 50 FEET. IN ADDITION THE SEPTIC SYSTEM IS TO BE BUILT IN A WETLAND AND AS SUCH WE REQUEST A VARIANCE FROM 100 FOOT SEPARATION TO 0 SEPARATION. NO VARIANCES ARE REQUESTED AFFECTING NEIGHBOR'S PROPERTY OR WELLS. A SIMILAR VARIANCE WAS GRANTED IN 2011 BY THE TOWN FOR THIS SYSTEM AND A PERMIT WAS ISSUED TO CONSTRUCT THE SYSTEM, HOWEVER, ?HE PERMIT HAS EXPIRED AND THERE WAS NO WELL ON THE SITE AT THAT TIME. THE PREVIOUSLY APPROVED RESOLUTION IS BOH 16, 2011. CONTRACTOR NOTIFICATION: THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER PRIOR TO THE START OF CONSTRUCTION TO ENSURE COMPLETE UNDERSTANDING OF SYSTEM DESIGN INTENT. IF DIFFERING SITE CONDITIONS FROM THOSE PRESENTED IN THIS PLAN ARE ENCOUNTERED, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER IMMEDIATELY PRIOR TO ANY FURTHER WORK BEING COMPLETE'10. GARRY ROBINSON, P.E. PHONE: 518-695-3655 EMAIL- grobinsonpeOgmail.c om t TAGSEVIK LIE x ,r-7 .1 1 .. A ,s w L3 x « 0� « W0 91 ds LJ SITEk Y Q J w LD Q� 0 w, 47 s es 7 Y a a L»- ,x T w IQM LAW V M A A sox ` ,m�c> w Y « Q w a J « CHM THEE Law a a x to a w x a Plw ,NEE LAW a n es s a x a H tt M « a ,s x owstrur LIE ie? mc) a a w n r SITE LOCATION MAP NOT TO SCALE �/AP • 1) MAP ENTITLED: MAP OF A BOUNDARY SURVEY, LANDS NOW OR FORMERLY OF SANDRA POULOS" DATED OCTOBER 8, 2007 AS PREPARED BY DARRAH LAND SURVEYING PLLC. 1) MAP ENTITLED: PROPOSED REPLACEMENT WASTEWATER SYSTEM FOR TIME POULOS RESIDENCE" DATED MARCH 15, 2011 AS PREPARED BY ENVIRONMENTAL DESIGN PARTNERSHIP. LLC.. LEX100. w --- DENOTES EXISTING TOPOGRAPHIC CONTOUR N/F DENOTES NOW OR FORMERLY O.H.U.L DENOTES OVERHEAD UTILITY LINES I.P.F. DENOTES IRON PIPE FOUND ELEC. DENOTES ELECTRIC SERVICE Pr1+ ,111wr acsc IP1 m THE WASTEWATER SYSTEM SERVING THE EXISTING 3 BEDROOM HOUSE AT 22 NORTH LANE IS REPORTEDLY NONCONFORMING WITH CURRENT STANDARDS AND NONCOMPLIANT IN HORIZONTAL AND VERTICAL SEPARATION DISTANCES DUE TO THE LOW LYING AREA TO THE REAR AND SIDE (WEST) OF THE HOUSE IT IS PROPOSED TO CONSTRUCT A REPLACEMENT WASTEWATER SYSTEM /N THE SIDE YARD AREA. IN ORDER TO ACH/EVE THE REQUIRED VERTICAL SEPARA7701V TO GROUNDWATER LEVEL IT WILL BE NECESSARY TO RAISE THE ABSORP77ON FIELD AREA BY IMPOR77NG FILL. BY RAISING THE ABSORPTION FIELD AREA IT WILL BE REQUIRED TO ADD A PUMP TANK AND ASSEMBLY TO THE OVERALL WASTEWATER SYSTEM. SOLS DA7 A.• 774E EXIS77NG SOILS CONSIST OF A LOAMY SAND TO A SANDY SILT WITH GROUNDWATER EFFECTIVELY AT GRADE AT 774E LOWEST POINT OF THE PROPERTY NEAR THE FRONT PROPERTY LINE. BASED ON OUR ASSUMED ELEVATION DATUM (FIRST FLOOR = 100.0) THE GROUNDWATER LEVEL IS AT 95.Ot. THE BASIS OF THIS SYSTEM IS THE USE OF ENHANCED TREATMENT UNITS (ETU) TO PROVIDE A SECONDARY LEVEL OF EFFLUENT TREATMENT PRIOR TO DISPERSAL TO THE SOIL TREATMENT SYSTEM. THE BIOFTLTRATION PEAT FIBER MODULES WILL BE INSTALLED WITHIN A PRESSURE TREATED WOOD BOX' CONTAINMENT STRUCTURE. EFFLUENT FROM THE SEP77C TANK WILL FLOW TO A PUMPING UNIT WI4ICH WILL PUMP A SPECIFIED DOSE TO EACH OF THE THREE MODULES. FILL AREA: BASED ON THE OBSERVED GROUNDWATER LEVEL OF 95.0 IT IS PROPOSED TO PROVDE A LOAMY SAND FILL (PERC RATE. • 5-8 M/NAINCH) UP TO AN ELEVATION OF 98.0 TO COMPLY WITH VERTICAL SEPARA7701V STANDARDS THE FILL WILL BE CONTAINED WITHIN THE PRESSURE TREATED . BOX' RETAINING WALL SYSTEM TO RESTRICT THE FILL AREA FROM EXTENDING INTO ADJACENT LOW AREAS" A PLANTING BERM WITH SHRUBS AND HERBACEOUS PERENNIALS SHALL SURROUND THE BOX. BERM TAM* PRECAST CONCRETE SEP77C TANK OF 1000 GALLON (MIN.) CAPACITY (UTOPIA ENTERPRISES OR EQUAL). NEAP rAW AID PIMP A.4sEalKr PRECAST CONCRETE PUMP TANK OF 1000 GALLON CAPACITY (UTOPIA OR EQUAL) WITH A SEWAGE EFFLUENT PUMP(GOULDS PUMPS MODEL 3885 OR EQUAL). 774E OPERATION OF THE PUMP SHALL BE CONTROLLED BY A 'TIMED DOSE CONTROL PANEL' (SjE RHOMBUS OR EQUAL). THE PUMP CONTROLS SHALL BE LOCATED ON THE EXTERIOR OF 774E HOUSE WHILE THE ALARM SHALL ALSO BE LOCATED WITHIN THE HOUSE. Aee�oNp"Lw FIEM THE ABSORP71ON FIELD SHALL CONSIST OF A CRUSHED STONE BED AREA WITHIN THE CONTAINMENT BOX ABOVE THE FILL SOILS. THE BED SHALL CONTAIN 3 PEAT MODULES RECEIVING 'WEEPING' EFFLUENT FROM EACH OF THE MODULES OVER AN AREA OF 330 SF MINIMUM. THE BED AREA SHALL BE TOPPED TO THE SPECIFIED FINISH GRADE WITH FILL INCLUDING A COVER MATERIAL, I.E. TOPSOIL AND SEED, OR MULCH. Lands of Sean Chant 22 North Lane — Assembly Point TOWN OF QUEENSBURY COUNTY OF WARREN STATE OF NEW YORK ONSITE SEPTIC SYSTEM - SITE PLAN AREA PLAN - SEPARATIONS APPROX. SCALE: 1 "-60 FEET REV. I DATE NOTE DATE B-12-22 I SCALE: AS NOTED GARRY ROBINSON, P.E. CONSULTING ENcfflvEHt DWG. NO.: gdm tmptia.d" SHEET 1 OF 2 sysum BASIS OF DESIGN THE EXIST►M!G WASTEWATER SYSTEM SERVINGTHE POULOS RESIDENNCE OV NORTH LANE IN THE TOWN OF QUEENSBURY iS 40+ )'EARS IN AGE MID OF DESIGN 1. SIZE SEPTIC TANK N ACCORDANCE WiTH APP11CA8<E LOCAL AND STALE SEWAGE HANDLING DISPOSAL REGUlAl10NS MEDIA SPECIF1CATiONS F11" 1. LOCAL AND STALE REGULATIONS AND ANY PURAFLO RELATED REGULATIONS ERIOIs'�N G�%� �� A� �IE� b1 N 1/a MIt s4V�- {m nwar rasrs w wic asnw �o maw lNVCER7AIN CONf'K,Y/RATUON. THIS PLAIN PROPOSES A NEW REPLACEMENT WAS7><lYA7ER AND TYPICALLY, THE SEPTIC TANK SHOULD HAVE A USABLE 1. PEAT FiBER ISRESIDUEOFERIOPHORUMI (COTTON GRASS) PLANTS. CAREFULLY EXTRACTED MUST BE SYSTEM TO SERVE E RESIDENCE ONE PROPERTY. IN AN EFFORT TO PROVIDE A VOLUMETRIC CAPACITY EQUAL TO OR GREATER THAN TWO TIMES THE DAILY DESIGN FLOW FROM RAISED BOG PEATS (OTHER NATURAL RESIDUES AND PEAT FINES ARE PRESENT N SMALL OBSERVED. wawa MORE HfGHLY TREATED EFFLUENT FOR DISCHARGE TO TFiE NATIVE OVERBURDEN IT IS PROPOSED TO ADD 7O THE TREATMENT TRAIN A SECOA04RY TREATMENT COMPONENT PRIOR 2. AN EFFLUENT FILTER (TYPICALLY A ZABEL FILTER - MODEL A300) SH10" BE INSTALLED ON THE SEPTIC TANK OUTLET PIPE TO PREVENT GREASE AND SOLIDS CARRYOVER INTO THE PUMP QUANTITIES) 2. THE MINIMUM VERTICAL SEPARATION DISTANCE (VSD) BEiIIIIEEN THE PAD BOTTOM AND 1) ATMMAL EROSION CONTROL DEVICES ARE ILLUSTRATED ON SIZE PLAN IN A SCHENATiC "4NNER 04SiED ON NY STATE GL40LA ES FOR EROSION AMID TO EFFLUENT DISCHARGE TOE DISPOSAL FIELD. IT IS PROPOSED TO DOSE THE SEPTIC TANK. 2. MOISTURE CONTENT IS 50 - 7OX THE SHWT MUST BE MAINTAINED. THE MINIMUM VSD 70 ROCK OR IE7NESS CONDITIONS SHALL BE SEDWAIENT COMYROL ff ASLEBE AC ' TANK EFFLUENT A PURAFLO PEAT BIOFIL7ER WHERE ADVANCED TREATMENT OCCURS DUE 36 NOES AS THE SYSTEM IS LOCATED WHIM 1,000 FT. OF LAKE GEORG . L004730NANDy 7aO� E SIGN coM/rROL DEVICES Df7PE7AcnA UPON DEPE E 7 EPEA TO PHYSICAL. CHEATREA AND MICROBIAL PROCESSES TF41T ARE OPTIMIZED IN E PEAT TREATED EFFLUENT DISPOSAL WILL OCCUR BY GRIMY FROM/ E PEAT INSTALLATION 3. MINIMUM ORGANIC CONTENT ON ANHYDROUS BASIS IS 95X 3. THE PAD MUST BE LEVEL AND AT A UNIFORM ELEVATION. THE MODULES ARE PLACED ON FEUD iONS THE O R SHWA BE RESPON FOR AIPLE>ICONDfl THESE MEASURES AS REQUIRED 1Q PR0IECT 111E SITE MODULES TO A DISPOSAL PAD ABOVE E OVERBURDEN: THIS ADDED TREATMENT STEP MODULES O A THE 1. SEPTIC TANKS SHOULD BE HATER-1K;HT AND CONFORM TO APPLICABLE LOCAL AND STALE 4. WATER ABSORPTION CAPACITY, 72 HOUR TEST. IS 400 - 700% THE PAD AND MUST BE LEVEL AND AT THE SAME ELEVATION AS EACH OTHER FOR EQUAL DISTRIBUTION OVER THE PEAT MEDIA. THE MINIMUM EDGE DISTANCE BETIEE14 MODULE AND Y L 2) SLOPES SHILL TYPICALLY BE GIRAOED AT A MAXINRAII OF 3: t (3 HQRr2 t 3. (37GrwTm . WILL PROVIDE EFFLUENT QLALITY OF SECONDARY' TREATMENT IN � IN 900 AND SS. THIS MORE HNTGMLY TREATED EFFLUENT WILL PLACE LESS SEWAGE HANDLING AND DISPOSAL REGULATIONS. 5. AVERAGE AIR FILLED POROSITY (AFP) IS 51% (PORE VOLUME 95X) SIDEWALL IS 12 INCHES. UNLESS THE STONE IS CONTAINED BY A LINED RETAINING WALL VLOPE INT}BN , C d: Flu. AREAS UNLESS O ►EOF- ON PLANS •• r rK BURDEN ON THE SOIL TREATMENT SYSTEM/ IN E PROXNI/I1Y OF THE LAKE 2. INSTALL SEPI TANK ON UNIFORMLY FiRM AND STABLE COMPACTED GROUND. CRUSHED STONE _l IS RECOMMENDED TO PROVIDE UNIFORM SUPPORT TO TANK BOTTOM. 6. CATION EXCHANGE CAPACITY (CEC) - 124 MEQ/1000 4. MMAR>wl DEPTH OF STONE N TIFF PAD d 8 INCHES. 3) SHALL BE A YPERMNABE RME DESIGN STANQ4RDS NEW YORK STATE DEPARTMENT OF HEALTH (IONYCRR APPENDIX 75A), WASTEWATER TREATMENT STANQ4RDS - INDMIDLIAL HOUSEHOLD SY57EMM. NOTE 3. A WAiER-TKW RISER SHOULD BE INSTALLED OVER THE OUTLET TO PROVIDE ACCESS FOR FILTER MAINTENANCE. DESLUDGING ETC. 7. SURFACE AREA: 1 CUBIC METER - 20 MILLION SQUARE METERS DIMENSION 5 THE PAD ONElHS1QH (LE, THE PAD WIDTH) IN 10 FEET THE LENGTH IS 33'. THE0 AND UTILITY GRADE FESCUE ADT EXCEED SOW TWIT THE PURAFLO TRATION SYSTEM iS APPROVED AN 40 4. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED. S. HIGH PH BUFFERING CAPACITY. - THE PAD IS BE INSTALLED ON CONTOUR. FLAT STIES. )FIE PADS LONG OMETff E AND TRENCHES SHOIAD BE PERPEIDIQIUIR 1D THE HYDRAULIC 4) SEEDED AWM S/MLL BE FULLY COVERED 1WTH A LEAN STRAW OR ARACH AND AS SUCH COMPLIES WITH E STANDARDS OF E FEBRIAARY 2009 NYS DEPARTMENT GRADIENT LONG. NARROW PADS ARE STRONGLY RECOMMENDED. ESPECIALLY FOR F11.L SYSTEMS. AATERMI_ i ORDERED BY THE 04GWAM P OR M/NKWALm; A OF HEALTH APPENDIX 75 A. 5. BACKFILL AND GRADE AROUND THE SEPTIC TANK TO PREVENT INFILTRATION OF SURFACE 9. HIGH T MPERATUIRE BUFFERING CAPACITY _ BIOOEiOOAGAerE NE/TING TOWN OF QI/EETfSe<!R1' ORDINANCE -CHAPTER 136: SEWERS AND SEWAGE DISPOSAL - WATER. 6. PAD SYSTEMS ALL STONE MUST BE COVERED WITH ER FABRIC OR ACCEPTABLEOR SHA AREAS *MCH D WONSTRATE M' OTHER EROSION PART 1, ON-S11E SEWAGE DISPOSAL SYSTEMS E ALTERNATIVE PRIOR TO BACKFlLLING, THE STOW IS AT A 45 DEGREE IS TOO EXTEND r n ra wa Ton BIOFILTER MODULES 1. THE PEAT TREATMENT MEDIA IS CONTAINED N PRE -ASSEMBLED POLttET YLENE MODULES OR ANGLE UP THE SIDE OF THE MODULES ABOVE THE WEEPING HOLES AND THE FABRIC IS TO BE ATTACHED TO THE SIDES OF THE MODULES TO PREVENT SAND FROM 5) TOPSOIL AND SEID SHALL BE REAPR" TO ANY AREAS WFAC7H FAIL TO ESTABLISH AS A REst&r OF IN►TML APPLICATION. 7 PROU£CTED FLOW RATE: BASED ON A THREE (3) BEDROOM COUNT MID NYS DOH WITH CONTAINERS APPROXIMATE DIMENSIONS BEING 7.08 FT. LONG BY 4.58 FT. WIC£ BY 2.5 FT. PERMEATING THE STONE. STM/QARDS FOR POST 1991 WATER SAVING FIXTURES O 110 GALLONS PER 114Y PER TALL/bEEP. 7. A MINIMUM OF 6 NCHES OF FILL MUST COVER THE STONE PAD AND/OR 1RETIC HES. FiL 6) SILT FENCE 04NM M SMALL BE PLACED WY MV ALL AREAS OF EXPOSED SLOPES TO CONTROL SOIL. EROSION DURIMG AND AFTER ar r. E BEDROOM, HA AVERAGE ONLY FLOW (AHAVE BEEN C#"WED TO TE IS 330 GALLONS ALL GAR84GEFMMJRES DISPOSAL SAVING F7XTt1IRES. NO GARBAGE DISPOSAL OR ��� 1. DOSING d TYPICALLY REGULATED FROM A CONTROL PANEL WITH PROGRAMMABLE )VIER. LOW 1. Z EFFLUENT FROM 1FE FOIiC£ MAN iS DISTRIBUTED 70 THE MODULES NA A FLOW SPLITTING MANIFOLD WITH PRESSURE EQUALIZING ORIFICE PLATES. EFFLUENT IS OIS7PoDI17ED OVER THE MUST BE SUITABLE/ WORKABLE MATERIAL (PREFERABLY NOT SAND) FREE OF LARGE OR DAMAGING OBJECTS. FINAL 6 INCHES OF f1l.L SHOl1LD BE SUITABLE TOP5011. CAPABLE OF T) VCHICULAR TDEPOSITSSOOF' SWILL BE �AND OWSPECYED Bow NOT TUB WITHIN E RESIDENCE WATER CUT-OFF FLOAT SWITCH AND HIGH WATER ALARM. PEAT MEDIA BY A PRE -INSTALLED RECTANGULAR GRID WITH LARGE DIAMETER OPETANGS TO SUPPORTING VEGETATION. TFMSAND: sN-r 1 NOT DEPOSITED PUT 7N EUP ANY SIGIMIFiGVVT w< SEPTIC TANK: THE REQUIRED CAPACITY FOR A THREE BEDROOM/ FLOWRA7E IS f000 GALLONS. THE TANK FOR THIS SYSTEM IS A TWO COMPARTMENT 1250 Z THE LOW WATER CUT-OFF SWITCH SHOULD ENSURE THAT THE PUMP REMAINS COVERED AT ALL TINES AND IS USUALLY SET AT APPROX. 18 INCHES ABOVE THE TANK BASE THERE PREVENT CLOGGING` THE EFFLUENT CHARGES THE GRID USING THE VELOCITY GENERATED BY THE ORIFICE PLATES; IT IS NOT A PRESSURIZED DISTRIBUTION GRID. 8. FILL (AT OR ABOVE GRADE) SYSTEMS CAN BE INSTALLED WHERE PERMITTED BY THE REGULATIONS. THE DESIGN MUST ENSURE THAT THE EFFLUENT DOES NOT 0 THROUGH CC HE SHML BE L DEPi06T75 OCCUR THEY SFNLL BE CLENrED UP A5IMIEDIA1ELr. GALLON PRECAST CONCRETE TANK WITH BAFFLE BY UTOPIA ENTERPRISES OR EQUAL AND SHOULD BE STORAGE CAPACITY ABOVE THE HIGH WATER ALARM FLOAT EQUAL 70 OR GREATER 3. MODULES ARE PRE -ASSEMBLED AND CAN HAVE: THE FILL MATERIAL CONFINING THE DRANFIELD. AN EFFLUENT FILTER AT E DISCHARGE OUTLET. THIS CAPACITY DOES NOT INCLUDE E USE OF A GARBAGE GRINDER (NOR IS ONE ADVISED) OR A HOT TUB/SPA. ADO/TiONAL THAN ONE QUARTER OF THE DAILY DESiGNI FLOW. THE FLOW EQUALIZATION ZONE (BEiIIEENI THE a) WEEP -HOLES AT THE BASE FOR DRAINAGE TO PAD (BLUE MODULE COLOR CODE) CAPACIiY WILL BE REQUIRED iF THESE COMPONENTS ARE INCLUDED AV E HOUSE DESIGN. LOW WATER CUT-40FF AND HIGH WATER ALARM FLOATS SHOULD BE APPROXIMATELY HALF THE b) NO WEEP -HOLES (SEALED UNITS) FOR PIPING TO OTHER DISPERSAL SYSTEM (THI MODULE 9. N GENERAL, PAD SYSTEMS N FILL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN 5 X `� sw....wea...-s... Posts W�,r FIL AN EFFLUENT POLYLOK MODEL -1 DAILY FLOW 70 AVOID NUISANCE ALARM ACTIVITY. A 1000 GALLON PUMP TANK IS USUALLY ADEQUATE FOR A TYPICAL 3-4 BEDROOM DOMESTIC APPLICATION. COLOR CODE) C) PARTIAL WEEP -HOLES WITH PPE ON SEALED END 70 SAMPLE CHAMBER (GREEN MODULE AND TRENCH SYSTEMS INFiLL SHOULD NOT BE INSTALLED ON SLOPES GREATER THAN IOX AM 41111111111M!11/ =9NRG: AM OVARMMW MeWtq= AM � {w Imm' M•�• 1101 `EFFLUENT 'B4�lMlATL!' INSTALLED ON THE DISCHARGE OUTLET OF THE SEPTIC TANK COLOR CODE) NO SYSTEM SHOULD BE INSTALLED ON SLOPES GREATER THAN 5OX A1'iTl.T 3. THE DOSING RAZE SHOULD 8E BETWEEN 5 lb iS GPM PER MODULE PER CYCLE THE SELECTED PUMP (TYPICALLY 1/2 HP) SHOULD OPERATE WITHIN THIS RANGE FOR THE GIVEN IT IS MPORTANT 70 WH SHOW K>}HMODULESMODULES ARE NEEDED FOR A PAR7IGA./1R 1fPE OF DESIGN. 7 M to. A 30X REDUCTION IN HORIZONTAL SET -BACKS (15 FT. OR GREATER) IS RECOMMENDED BY I. THE FGLLOMNVG IS A LIST OF EROSION/ AND SEDN ENT CONTROLS TO BE USED ON 1FIS SITE OIMHNNG CONSTRIiCTNON: �' �"�"` MM C� . 3L ��` EFFLUENT PUMP Pff AM PUMP ASSE]MISLY. SEPTIC TAW EFFLUENT SHALL FLOW TO A f000 GALLON PRECAST CONCRETE PUMP TANK OR EOlA4L. HOUSING A PUMP ASSEMBLY SYSTEM CURVE IT IS NECESSARY TO DEVELOP AN APPROXIMATE SYSTEM CURVE IN ORDER TO MODULE IS DESIGNATED BY A PAINTED TRIANGLE ON THE MODULE UD. THIS PROJECT SHALL USE TWO BLUE MODULES AND ONE GREEN! SAMPLING MODULE BIRD NA MC�NA. A) ��a� �UM w AND CONTROLS FUN? TIMIED OF E L>zAT E EFFLUENT PUMP SHALL BY OEiERMINE THE ANTICIPATED DOSING RATE A DRAW DOWN TEST SHOULD BE DONE N THE FiELD CLEARING AC7/N7E$ SHALL BE OduE ONLY IN AREAS MFIEI7E -LAND Tr NCT PTIES SHALL AND SHALL PROGRESS AS NW RE* gRK is ABLEDOSING A T L HYDCROMATIC OR EQIAAL. CAPABLE OF 15 GPM AT A TDH OF f0 FEET. THE CONTROL TO VERIFY THE EXPECTS PUMP PERFORMANCE SAMPLE CHAMBER SITE PREPARATION & INSTALLATION & SITE RESTORATION NEEDED. PANEL WITH AUDIBLE ALARM/ AND REMOTE LIGHT SWILL BE LOCATED WITHIN MECIIANC-41 SPACE OF E HOUSE E PUMP CONTROLS SHALL INCLUDE A TIMED DOSE 4. THE DOSING VOLUME SHOULD BE APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER CYCLE 1. GREEN MODULE(S) ADJACENT 70 A SAMPLE CHAMBER HAVE HALF OF THEIR EFFLUENT PIPED I. ALL CONSTRUCTION METHODS MUST CONFORM TO LOCAL AND STATE SEWAGE HANDLING AND DISPOSAL REGULATIONS. -USE CF STABILIZATION FABRIC FOR FILL SLOPES 1V 3H OR GIREATETt. -PERWANENT SEEDING AND PLANTING OF ALL UNPAVED AREAS USING THE SILT FENCE CE DETAIL (APfPItOXiMA7ELY ? HOURS PER CYCLE) WHICH DELIVERS A DOSING IKX.t/AIE O'FROM FOR O(AMPLE. A 2 HOUR DOSING INTERVAL FOR A 360 GPO THREE MODULE SYSTEM WOULD ONE END OF THE BASE OF THE MODULE 1H1ROUx;♦1 THE SAMPLE CHAMBEi� THEREFORE. HYDROWULCHIM GRASS SEEDING 7EC#NWQUE 0 APPROXIMATELY 10 GALLONS PER MODULE (3) PER DOSE. REFER 7O E RESULT N 12 DOSES AT 30 GALLONS PER DOSE. THIS EQUATES TO 10 GALLONS PER MODULE PER DOSE. THERE ARE NO VEEP HOLES ON THE END W THE MODULE FEEDING THE SAMPLE CHAMBER. THE _ _ WOODED 97M AVOID HAVING EAVOIDABLE. OF 6 INCH DIAMETER OR GREATER WI7FIN1 B) STRUCTURAL PRACTICES FOR THIS SITE INLYUDE USWG ILT NOT TO SCALE MANUFACTURERS DESIGN NOTES -SHEET 2. CHAMBER ESSENTIALLY PROVIDES ACCESS TO THE SAMPLE PIPES FOR PERFORAAWE TESTING ANY UNCOLLECTED EFFLUENT EXITS TIFF SIDLEIL).CHAMBER 1FItdlGH HOLES N THE THE DR FlAIN E]D AREA. GRIND OUT WHEN UN -4NLET PROTECTION �TION OUTLET PL TECDON USING SIT FENCES • A BIOFILTRA7ION SYSTEM OF MODULES 5 F THE FORCE MAIN IS SET UP TO DRAIN BACK. THE DRAIN BACK VOLUME SHOULD BE FACTORED INTO THE DOSING CALCULATIONS BASEPURPOOR OFTH BASE OR SLOE OF THE SIMPLE CHAMBER (SEE DETAIL). 3. CONTRACTOR MUST PROVIDE FOR ADEQUATE ACCESS FOR CORRECT INSTALLATION. STABILIZED COA S1RM71ON OUT POINT CONFINNG BNOFIBEROUS PEAT BY PEOMFLO WASTEWATER TREATMENT SYSTEMS SWILL 2 THE CONTRACTOR SHALL BE RESPORMBLE IV INSPECT AND MAINTAIN FOLLOW E EFFLUENT PUMP ASSEMBLY. E DESIGN/ FLOW FROM THREE BEDROOMS WILL 6. N SOME CASES DOSING ON DEMAND IS ACCEPTABLE. USING A ONE OR TWO FLOAT SYSTEM. DISTRIBUTION TO ORAMFIELD 4. MACHINERY MUST NOT 7RAMOM THE DRMIFELD AREA AND SHOULD NEVER TRAVERSE AN S7OIKHWA7EIR EROSON AND SEDNIIEINT CONTROLS ON A DAILY BASIS REQUIRE THRRE MODULES THE MODULES SWILL RECEIVE THE TWED DOSED EFFLUENT THE DRAW DOWN SHOULD EQUATE TO APPROXIMATELY 5 TO 15 GALLONS PER MODULE PER 1. WHEN A PAD IS USED AND THE MODULES ARE PLACED ON TOP OF THE STONE PAD. THE EXPOSED/EXCAVATED DRAINFiELD AREA. AND FOLLOWING FILTRATION THROUGH E PEAT WILL DISPERSE IT DIRECTLY TO THE CYCLE. TREATED EFFLUENT EIM THE MODULES VIA NUMEROUS WEEP HOLES AROUND THE BASE DISPOSAL AREA BELOW THROUGH E MANUFACTURED WEEP HOLES A SAMPLING CHAMBER PERIMETER OF THE (BLUE AND GREEN) MODULES. WHEN A REM07E DRANFiEID iS USED. SUCH 5. AVOID INSTALLATION UNDER WET SITE CONDITIONS. SHALL BE PROVIDED IN ONE OF THE MODULES. 7. BUOYANCY CALCULATIONS SHOULD BE PERFORMED WHEN NECESSARY. AS 7RO10ES ON CONTOUR. THE (WHITE) MODULES ARE SEALED (NO WEEP HOLES) AND THE EFFLUENT EXITS EACH MODULE VIA TWO GRAVITY DRAIN LINES. THE EFFLUENT IS 1 *W PIPED 6. DO NOT SMEAR PAD/TRENCH BASE OR SIDEWALL DURING EXCAVATION. AC MMIEW 9AIL FAD- TREATED EFFLUENT Fi?OA/ THE MODULES WILL LWc DISPERSED FROM/ WEEP AND DISTRIBUTED TO THE REMOTE UNDER GRAVITY (WITH N-LINE SAMPLE CHAMBER) HOLES IN E MODULES TO AN S' THICK CLEW CRUSHED STOW PAD. E STONE INSTALLATION EA ASSISTED EANS OR BY MEANS OF A PRESSURE ASSISTED SYSTEM. 7. SEED AND STRAW BIMCKFW.LFD AREAS AND PROVIDE EROSION) _PROlECT10N FOR 8Apa7.LED A) CONSTRUCT TEiIPdi'ARr CONSTRtACTgN E7o1S MATERIAL SHALL BE A CLEAN BROKEN STOW NV E 3/4- TO 1- SIZE: E PAD STONE 1. PUMP TANKS SHOULD BE WATER-1104T AND CONFORM TO APPLICABLE LOCAL AND STATE AREAS N ACCORDANCE WITH LOCAL AND STATE SUNDARDS AND MAINTAIN UNTIL PERMANENT SHALL BE COVERED WITH A FILTER FABRIC PRIOR TO BACKFXLING. E PAD SIZE SHALL SEWAGE HANDLING AND DISPOSAL REGULATIONS. PROTECTION/VEGETATION IS ESTABLISHED. SOD WHERE SPECIFIED. B) INSTALL PERwE" SILT FEXIICES AS NECESSARY TV STABRU2r 1FE SITE BE BASED ON AN APPLICATION RATE OF 1.0 GALLON PER DAY OR 330 SQUARE FEET. E MODULES SHALL BE POSITIONED WITHIN THE PAD AREA AS DETAILED - REFER T17 INSTALL PUMP TAW ON AND STABLE COMPACTED CRUSHED STONE 8. L SHOULD BE GRADED In PR OF SURFACE WATER AND PROVIDE C) BEGIN CLEARING AND GRtW8 MG OPERATIONS CLEARING AND GAI/BBING SHEET f. E TREATED EFFLUENT WILL DISPERSE THROUGH E STONE TO THE FILL SOILS AND AN"VE OVERBURDEN BELOW. E AREA ABOVE THE DISPOSAL PAD AREA SWILL PROVIDE UNIFORM BOTTOM. IS RECOMMENDED TO PROVIDE UNPORM SUPPORT TO TANK BOTTOM. I POSITIVE POSITIVE DRAINAGE AWAY FROM THE ORAINFlELD AREA THE AINFIALD SMALL BE DONE IN AREAS WHERE EARWIVORK WILL BE PERFORATED AND TNA O COTENCE WTHIN 14 DAYS AFTER IN BE RETAINED BY A PRESSURE TREATED (OR EQUAL) GRAY WALL SYSTEM INSTALLED IN 3. A WATER-11GHT RISER SHOULD BE INSTALLED OVER THE PUMP/FLOAT ASSEMBLY FOR CLEARING AND G CONFORMANCE WITH THE MANUFACTURERS REOCAREMENTS E 84CKFXL MATERIAL USED TO ACCESS/MAINTENANCE. D) COM MYCE STE GRADING AND CONSTRUCIION SURROUND THE MODULES ST•AL L BE A SENTiABLE SOIL MATERIAL (SANDY LOAM) WITH A TOP COURSE OF ORGANIC MATERR AL TO SUPPORRT A SHALLOW` ROOTED GROUND COVER THE 4 BACKFILL AND GRADE AROUND PUMP TANK 70 PREiIEINT INFILTRATION OF SURFACE WATER. T W SITE E W90 � ACTIVITY HAS � MODULE COVERS WITH THEIR VENT HOLES SWLL BE LEFT EXPOSED TO PROVIDE FOR TANK FRAMES AND COVERS14 FOR MO�7NOF REQUIRED AIR TRANSFER 7O E BIOFXIER MATERIAL. 5. ELECTRICAL WINING SHALL BE INSTALLED UNDER DIRECT SUPERVISION OF A LICENSED Tn BE HEAVY DUTY PLASTIC F) CARRY OUT FINAL GRAWJr^ SEMW AND PLANTING ELECTRICAL CONTRACTOR ACCORDING 70 NEC AND STATE AND LOCAL ELECTRICAL CODES, AS FRAME AND COVER APPUCABLE. ELEC CAL WORK IS TO BE INSPECTED BY A CERTIFIED ELECTRICAL c) REaIOAE SILT FENIL1Nr; INSPECTOR AND STICKER PLACED ON PANEL ASSEMBLY BY POLYOK OR EQUAL H) REMOVE TEbovoto RY CONSTRUCTION Emm 6. ALL JOINTS SHALL BE PRIMED AND CHEMICALLY FUSED. r---------------------- SEPTIC TANK-24 f -----------------� � ��� LOAM PUMP TANK-30"t i EXMIM OPENING OVER PUMPS _ _ r-PAVEME?IT� �SURFA MAINTENANCE OF THE ONNSITE WASTEWATER SYSTEM/ WiLL INVOLVE BASIC (NVDERSTANDING OF E SYSTEM COMPONENTS AND REGULAR INSPEC711ON OF THOSE COMPONENTS BY THE OWNER OR HIS REPRESENTATIVE. THE DES%W ENGINEER WILL PROVIDE E OWNER WITH EDUCATIONAL INFORMMAM N REGARDING THE OPERATION AND MAINTENANCE OF THE WASTEW47ER SYSTEM UPON THE FINAL INSTALLATION OF 7HE SYSTEU. THE PROPOSED ONS17E WASTEWATER SYSTEM CONSISTS OF E F'OlOWNNG` . PRE -CAST CONCRETE SEPTIC TANK WIN EFFLUENT FILTER • PUMP TANK WITH DUPLEX PUMP ASSEMBLY - DUPLEX PUMP CONTROLS WITH 'TIMED DOSE' DISCHARGE • PEAT FIBER BIOFXTRAIION TREATMENT AUNTS • GRAVEL PAD ABSORPTION F7ELD BASIC MAINTENANCE WILL INVOLVE ANNUAL ONSPEC77ON OF E SEPTIC TANK WITH PLMIPING RECOMMENDED DIM A 3 TO 5 YEAR BASES THE EFFLUENT FILTER SHOULD BE INSPECTED SEMI-ANNUALLY AND WASHED DOWN AS NEEDED. UNDER NORMAL CONDITIONS E PUMP ASSEMBLY SHOULD BE INSPECTED ANNUALLY W7H REGULAR MONITORING OF E PUMP OPERATION THROUGH E CONTROL PANEL DATA DISPLAY. BASW ON MANUFACTURERS GUIDELINES E PEAT FIBER MODULES SHOULD BE VISUALLY INSPECTED ON AN ANNUAL BASIS E OWNER WiLL BE PROVIDED WHIN MANUFACTURER'S RECOMMENDED GUIDELINES FOR MAINTENANCE OF THE SYSTEM COMPONENTS AND AN INFORMATIONAL PACKET ON E DOS AND DON'TS* REGARDING E OPERATION OF A SEP71C SYSTEM. 1. WHEN PLACING FiLL ON TOP OF EXISTING GRADE - ORGANIC DEBRIS; INCLUDING LEAVES. R007S AND OTHER PLANT FORMS. SHALL BE REMOVED PRIOR TOE PLACEMENT OF E FILL AND E NATURAL SON PLOWED OR SC4RNr". 2. THE SOIL USED FOR FiLL SWILL BE WELL -GRADED L04MY SAND OR WELL- GRADED LOAMY SANDY GRAVELS AND SHOULD CONTAIN A MAXM&W OF 12X) OF SILTS OR CLAYS CONTAN LOG ND ORGANIC DEBRIS TWELVE PERCENT (12 OR NO SOLID OBJECT LARGER THAN THREE (3) INCHES IN DAMETER, AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR A LEAST STX7Y (60) DAYS THE PERC RATE OF E FILL SOILS SWILL BE W E RANGE OF 5 TO 7 MINUTES PER INCH FOLLOWING PLACEMENT. IN -PLACE TESTING SHALL BE CONDUCTED BYE ENGINEER PRIOR TO ACCEPTANCE OF THE FILL MATERAL_ 3. SUFFICIENT FILL MUST BE INSTALLED 7O ENSURE A MINIMUM OF THREE (3) FEET BE710YEEN THE 04W OF E STOW BED AND E MAXIMUM SEASONAL GROUNDWATER LEVEL. i AVERVIOUS MATERIAL OR BEDROCK( THIS SEPARATION IS TO BE THREE (3) FEET AS E SYSTEM IS TO BE INSTALLED WITHIN 1000 FEET OF LAKE GEORGE. 4. A CHANNEL OR DIVERSION SY57EM SWILL BE PLACED ABOVE E FX L. AREA IN E UP -SLOPE DIRECTION AND OF SUFFi 'fEKT LENGTH TO DIVERT SURFACE AND SHEET WATER RUNOFF AROUND THE FiLL SYSTEM. 3. E TOP OF FILL OVER THE LEACHING FACIJTY SKILL BE CROWNED OR SLOPED TO ALLOW ANTURAL SURFACE RUNOFF AND SWILL BE SEEDED. 8. SIDE SLOPES OF FILL SWM.L BE GRADED 7O A SLOPE NOT STEEPER THAN ONE (1) VERTICAL. ON THREE (3) HORIZONTAL EXCEPT INWERE RETAINING WALLS ARE USED. PLANING BERM WITH SHRUBS AND, HERBACEOUS GROUND COVER PRESSURE 71MMM LUMBER REfAININC STRUCTURE WITH off EG AL 'TIE- mw CONNECTIONS 3 TREATMENT MODULES, 711110 KUE MODULES TM VI EP HIES AND ONE GREEN SAMPLING MODULE, DRAM INTO A 14Y BY 33' PAD. (3) PURMFLO- PERT MODULES CL EM SOD FiLL WiTH r COINER r- RETAINING BOX CONSTRUCTED OF TOPSOIL AND VEGETATION FROM TREATED LIMBER + ■ E 11' HOPE 1- MAIN MANIFOLD -s rr.�• ����� �������>'� �������0 gip:'. 1�r'.i�Cr_1Firad,i.:'�_Iics... �v'i�ou �i::�✓t3'c?s.>�t :i7i�,."�-:i�S.l�v �•�f'3ji •��Y?.~. ::awt1'.•%s+.•�c..M \FORCE MAN \-8 i*CRCRUSHED s1ONE MN. ClE1N TO PUMP TANK ) FAIL ABSORPTION BED SECTIONAL VIEW A -A' SCALE: 1" - 5' HOVE. TREATED SLUM TO X DISCHARGED 11410 1 HOBS N THE 90170M OF EACH MODULE MiO THE STOLE BED BELOW - SEE SITE PLAIN AND SECTIONAL YENS FOR FURTHER OETALS &#AX ULL AND UI R11LY COMPACT COVER YAiERIAL GRADE AT NO LESS THAN A 3:1 SLOPE: CAP NI1H r iOPSOIL SEED AND STRAW FOR EROSIO CONTROL 3 r- TREATED UANBER - RETANNG BOX TV. ALL AROUND PLANING BERM ALL AR TVPU`{AL ALL AROUND-4! WE X TALL "00/FROM PUMP -� FLL CANNOT BE PLACED OVER THE COVER OF THE PEAT MOSS SYS7EJr1 MODULES TREY MUST BE LEFT UNCOVERED S0 THAT )HEY MAY BREATHE. SHRUIS AND OR 011ER PLANiM MAY BE PLACED AROUND iH BI TO PROVIDE A SCREEN FOR 1HEI1L PURAFLOW (MODULE Is • • • • 1bCan•ct is Vdby %RAP-W* NW OIW VDIT TNK 10 \FORCE MAN \-8 i*CRCRUSHED s1ONE MN. ClE1N TO PUMP TANK ) FAIL ABSORPTION BED SECTIONAL VIEW A -A' SCALE: 1" - 5' HOVE. TREATED SLUM TO X DISCHARGED 11410 1 HOBS N THE 90170M OF EACH MODULE MiO THE STOLE BED BELOW - SEE SITE PLAIN AND SECTIONAL YENS FOR FURTHER OETALS &#AX ULL AND UI R11LY COMPACT COVER YAiERIAL GRADE AT NO LESS THAN A 3:1 SLOPE: CAP NI1H r iOPSOIL SEED AND STRAW FOR EROSIO CONTROL 3 r- TREATED UANBER - RETANNG BOX TV. ALL AROUND PLANING BERM ALL AR TVPU`{AL ALL AROUND-4! WE X TALL "00/FROM PUMP -� FLL CANNOT BE PLACED OVER THE COVER OF THE PEAT MOSS SYS7EJr1 MODULES TREY MUST BE LEFT UNCOVERED S0 THAT )HEY MAY BREATHE. SHRUIS AND OR 011ER PLANiM MAY BE PLACED AROUND iH BI TO PROVIDE A SCREEN FOR 1HEI1L PURAFLOW (MODULE Is • • • • 1bCan•ct is Vdby %RAP-W* NW OIW VDIT TNK 10 HH!> NE STmx - CHI wvlty 104■w v+ Day (iAnumv- st-W NOW as A•on ST Ube" Vaur r*wo AsNM1! Tipd.11n 3m w. vtL - III! iMera Ir larwtr 0{kN a~�� Nape (,abed an II* Control Paul T•�Oa Aiarw to be IME Faroe Nob (to pumr.0 14at iNomtws) tfar Cold dwates a seas•nM aP0111o•11000 ■w_-.•r�.s-+s nS - rr�-,<+•.a.�_rst+�•+es � .�w�.r r_w i• NM CIA19N� (d1M{1�0{1•. CaAst%wo 1 ati Atstdatltw KID I corwam to "psoNMe we" a w sate rw"00m) TYPICAL PUMP TANK DETAIL NOT TO SCALE NOTE&- 1. PUMP ASSBABLY Tiff BE A SIMPLEX SYSTE W. 2. VENT PUMP TANK BACK TO HOUSE STACK MODULES 10 BE PLACED LEVEL. AND AT THE SAME ElEVATHON IN ORDER TO PROPERLY DOSE THEM FLIER FABRIC OVER SiD E ! SIDES NOT UNDERNEATH Sy E DO NOT PLACE UNOER MODULES 1rt TD MNOOtLE � TVP. ALL Sam ALL MODULES a Or CRUSHED. WASHED sgum � • ` LAD ..�.�ii STONE BED SIX TO BE 1W WE BY 3r LONG EiQSiMIG GRADE fs SEASONAL• HIGH GZOU W- AIER 1rt 7,C* 6rt fr* 3Nrf CONIiRACiOR TO ENSURE THAT TMMIER MALL SITS ON SOLD BASE )HAT NEL. WT SETTLE SKINT PLAN 70 ENGINEER FOR APPROVAL PRIOR 70 CONS711111xi ON PURAFLO MODULE AND LEACH PAD SECTIONAL VIEW NOT TO SCALE 6• MN CRUSHM STONE BED aaftm b WftAbftW wd 8bb wpsdsN TYPICAL SEPTIC TANK DETAIL NOT TO SCALE TALK TO BE 1250 GALLON PRECAST CONCRETE ASSEM BLED , MODULE DETAIL NOT TO SCALE BACKFILL TM E MNNN. EWAVAIED MATERIAL FREE FROM ROCNLS (COMPACIED UNDER RROOAADDWWAAM WALXS a" M. OR DRIVEWAYS) PIPE OUT. 4" MIN. PVC OR HOPE FORCE MAN (TVP) 2'+OD PPE COARSE SAND OR PEA STOW BEDDENG FORCE MAIN TRENCH DETAIL NOT TO SCALE 11-1jr HOLE DRILLED AT NSTALL.AIM S• FROM BOTTOM "" NE1p HOLES ON RILE HALF CONTAINING PILE TttPE ORLLFD AT WTAIU7ION Elevation End View Play DRAM PPE SAMPLE CHAMBER DETAIL NOT TO SCALE 11-1jr HOLE DRILLED AT NSTALL.AIM S• FROM BOTTOM "" NE1p HOLES ON RILE HALF CONTAINING PILE TttPE ORLLFD AT WTAIU7ION Elevation End View Play DRAM PPE SAMPLE CHAMBER DETAIL NOT TO SCALE